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Home My WebLink About2301 ALTISMA WAY; ; CB900119; Permit08-29-2014 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Building Permit Permit No:CB900119 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: OccGroup: 2301 ALTISMA WY CBAD PLANCK Sub Type Lot # $0.00 Const Type B2 Reference # Project Title: 31 CONDOS 9 BLDGS PLUS REC CT 85-28 VN CT85-28 Status Applied Entered By Appr/Issued Inspect Area FINAL 01/26/1990 DC 06/19/1990 TP Applicant: FALLON, DON Owner: U P DEVELOPMENT 2235 ENCINITAS BL. #215 ENCINITAS, CA 92024 436-8700 2101 BUSINESS CENTER DR IRVINE, CA 92 715 714-250-7010 Total Fees: $0 . 00 $6,200.00 Payments To Date: $6,200.00 Balance Due: Description Other Fee 6,200.00 Inspector: FINAL APPROVAL Date: Clearance: NOTICE: Please take NOTICE that approval of your project Includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively refen'ed to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth In Govemment Code Section 66020(a), and file the protest and any other required Information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3,32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this projeci NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previouslv otherwise expired. PERMIT APPLICATION City of Carlsbad Buiidirig Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (eig) 438 ii6i PERMIT TYPE | A - • COMMERCIAL QNEW •TENANT IMPROVEMENT B - • INDUSTRIAL QNEW QTENANT IMPROVEMENT C - nRESIDENTIAL DAPARTMENr |gcON0O nslNGLE FAMILV DUELLING •ADDITION/ALTERATION • DUPLEX •DEMOLITION •RELOCATION •MOBILE HOME •ELECTRICAL •PLUMBING • MECHANICAL •POOL •SPA •RETAINING UALL •sOLAR •OTHER 2. PROJECT INFORMATION PLAN CHECK NO. '-^O PLAN CK DEPOSI TV VALID. BY. DATE FOR OFFICE USE ONLY O/eitfX. /^/77s./V'» r CfiU'/v <oXI Buiiding or suit Nearest Cross Streets u.^y Jy\0{ ALT(Syi^A^ y )n Nanfe/Numbert'Unit No. 7 LEGAL DESCRIPTION Lot No. 2Vo 4-ZY/ Subdivision Nanfe/Number Phase No. CHECK BELOW IF SUBMITTED: ^2 Energy Calcs i2 structural Calcs • 2 Soi Is Report • 1 Addressed Envelope ASSESSOR'S PARCEL CESCRIPTIOM OF UORK EXISTING USE PROPOSED USE 5'S", j-T=>c> BLDG. SQ. FTG. # OF STORIES 3. CONTACT PERSON _ NAME DfeV f-^lib/.J^ A>9//<9A> C'Su^Oy'te^ / ADDRESS ZZ.!> c//. /J3)%^C>. *^?/J> CITY FA/C;'/«,'.>Tf> STATE ZIPCODE fZO'Z^ DAY TELEPHONE SIGNATURE 4. APPLICANT NAME J>»^ F'J//'"^ CITY e>^c/~ /' • CONTRACTOR • AGENT FOR CONTRACTOR •OWNER HAGENT FOR OUNER _ ADDRESS '2-Z^ y S^Cf^lfif^ %KS> STATE C ZIP COOE ^? DAY TELEPHONE ^\(^— 0?OO 5. PROPERTY OWNER NAME (J, /?ev c/b/Vw CITY I'/Cyii^ S • LESSEE <rv+ ADDRESS ^yo/ >J^^_es.> ZIP COOE ^ Z "P^S DAY TELEPHONE • TENANT [-77 y)- 6. CONTRACTOR NAME f,<f//e3,^ l>&.j i£/e>^ ' , CITY 2jA,cr A>,' r>r> STATE LIC. # ''^^ ADDRESS £•/'/.,*Aii> *^•^/ t>~ STATE ZIPCODE ^ Z O'Z'f DAY TELEPHONE ©P*** ^ LICENSE CLASS CITY BUSINESS LIC. # DATE //zu/^Tt> TITLE /52'f5->&- %//^i>Y /\.-(A ADDRESS ZTJ> ycMA/y pu^^n^ DESIGNER NAME STATE ZIP COOE qi^if-DAY TELEPHONE '7^S''1 l<k> STATE LIC. » C-lif2^ WORKERS' COMPENSATION Workers' Compensation Oeclaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY EXPIRATION DATE Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE 8. OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the foUowing reason: |~1 I as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon,, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply i:o an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). [~] I am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 5 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25535 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? • YES DNO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? • YES QNO IF AMY OF THE AMSUERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1. 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REOUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 5097(i) Civil Code). LENDER'S NAME LENDER'S ADORESS 10. APPLICANT'S SIGNATURE I certify that I have read the application and state that the above information is correct. 1 agree to comply uith all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES UHICH MAT IM ANY UAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. Expiration. Every permit issued by the Building official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). APPLICANT'S SIGNATURE ^ /j • OUNE, • BY PHONE APPROVED BY; DATE: WHIT LOW: Applicant PINK: Finance LOCATION VOLTS T /g-HQ BUSSIMG ALOm PANEL Typ-.c^fKi^ OA:,rr LOCATION OFESSIONAL REGISTERED INSPECTIONS, INC. 35 Convoy Court #15 n Diego, Ca. 92111 JOB NO, 4574 .:^B ADDRESS: CARINGA WAY :S NAME: THE VILLA AT LA COSTA -NSTR. MAT'L: POST TENSION CON'CRETE AN FILE: ARCHITECT: ENGINEER: J. L. DAVIDSON GEN CONTRACTOR: FAiLON DEVELOPMENT CONTRACTOR: DEN ED RUSSELL SCRIBE MAT'L: 1/2" DIAMETER, 7 STRAND, 27 0 KSI CABLES, MIX #5067 08 INSPECTION REPORT S/17 INSPECTED POST TENSION CABLES AND PALCEMENT OF CONCRETE IN SLAB GN 'GRADE FOR BLDGS # 5 & 6. PREPARED /NE SET OF THREE (3) TEST CYLINDERS PER BLDG. WORK WAS P.RFORMED IN ACCORDANCE WITH APPROVED PLANS AND 3PEC IFICAT1vNS. ELD* ADDRESS 2302 CARINGA WAY 2320 CARINGA WAY PERMIT 9 0- 100:- 90- 1004 FATHI MOH AM ED/ INSPECTOR 8/29/90 DATE 0 34 6 REGISTER ROFESSIONAL REGISTERED INSPECTIONS, INC. 395 Convoy Court #15 an Diego, Ca. 92111 #7 JOB NO.: ^574 DB ADORESS: ALTISMA WAY DB NAME: THE VILLA AT LA COSTA DNSTR. MAT'L: POST TENSION CONCRETE -AN FILE: CONTRACTOR: DEN ED RUSSELL ESCRIBE MAT'L: 1/2" DIAMETER, 7 STRAND, 270 KSI CABLES, MIX #506708 ARCHITECT: ENGINEER: J. L. DAVIDSON GEN j:ONTRACTOR: FALLON DEVELOPMENT INSPECTION REPORT 3/14 Inspected post tension cables and placement of concrete in slab on grade for building #2 garages 1 & 2. Premix truck #331 arrived-- tested jioncrete 7 1/2" slump. Tested middle of load at 3" slump. Prepared 2 sets of three (3) test cylinders per garage. 23 01 Altisma Way 2304 Altisma Way permit # 90-999 permit #90-1000 Work was performed in accordance with approved plans and speci fi cations. : Dale Regli INSPECTOR : 8/23/90 : DATE Supervi sor REGISTER i ;OFESSIONAL REGISTERED INSPECTIONS, INC 195 Convoy Court #15 in Diego, Ca. 92111 ^9 JOB NO.: 4574 JB ADDRESS: ALTISMA WAY ARCHITECT: )B NAME: THE VILLA AT LA COSTA ENGINEER: J. L. DAVIDSON •NSTR. MAT'L: POST TENSION STRESSING GEN CONTRACTOR: FALLON DEVELOPMENT -AN FILE: CONTRACTOR: DEN ED RUSSELL .'SCRIBE MAT'L: 1/2" AND 3/8" DIA,, 7 STRAND, 27 0 KSI CABLES 3/2 3 INSPECTION REPORT WITNESSED THE STRESSING OF 1/2", 270 KSI CABLES ON GRADE FOR THREE (3) BUILDINGS. OBSERVED STF AND VERIFIED ELONGATION ACHIEVED. TWO CABLES F FULL PRESSURE, ONE CABLE 13 IN BUILDING #1, Lu FOR UNIT tn , 2ND CABLE FROM NORTH END RUNNING T GARAGE. THE 2ND CABLE IS IN BUILDING #2, LOWEF FOR UNIT #6, REAR MOST CABLE IN GARAGE RUNNING BOTH CABLES APPEARED TO HAVE FAILED AT DEAD END EXCESSIVE ELONGATION AND LESS THAN HALF OF REQU IN SLABS E33ING PRESSURE AILED TO HOLD WER LEVEL (GARAGE) RONT TO BACK OF LEVEL (GARAGE) SIDE TO SIDE. S RESULTING IN IRED STRESS. ALSO WITNESSED THE STRESSING OF 3/8" REPLACEME'^T CABLE IN BUILDING #3, UPPER SLAB OF UNIT #9. REFERENCE PREVIOUS REPORTS ON 7/23 AND 8/8/90. BOTH STRESSING LOAD AND E-ONGATION SATISFACTORY. WORK WAS PERFORMED IN ACCORDANCE- WITH APPROVED PLANS AND SPECIFICATIONS. BLDG # ADD R E 3 S 230 1 ALTISMA WAY 2309 ALTISMA WAY 23 17 ALTISMA WAY 2325 ALTISMA WAY PERMIT ^ 9 0-999 9 0 - 1 0 (J 0 9 0 - 1 0 'J 1 9 0-1002 : DALE REGLI INSPECTOR : 8/29/9(1 ; DATE UPERVISOR REGISTER » JZSO PROFESSIONAL REGISTERED INSPECTIONS, INC. 7895 Convoy Court #15 San Dlego, Ca. 92111 JOB NO.: 4574 THE VILLA AT LA COSTA 2333 ALTISMA WAY JOB: ADDRESS: OWNER; CLIENT:, FALLON DEVELOPMENT ARCHITECT: INSPECTOR: FATHI MOHAMED FIELD SAMPLE OF: CONCRETE CONTRACTOR: ENGINEER: BLDG AUTH: PERMIT NO.: 1005 ANTHONY J. BRADLEV CITY OF CARLSBAD PLAN FILE: LOCATION OF SPECIMEN IN JOB OR STRUCTURE; BLDG #7 MIX NO.: 506708 PROPORTIONS: 5 SACK ADMIXTURE: TYPE OF CEMENT: II CONC. SUPPLIER: PREMIXED CONCRETE TICKET NO.: 93095 MADE BY: SLUMP: DATE MADE: FATHI MOHAMED 5 1/2" 8/09/90 DATE RECEIVED: 8/10/90 SOURCE OF ROCK: INSPECTOR SIGN: LABORATORY TEST DATA 28 DAYS SPECIMEN MARKINGS: DATE TESTED: AREA-SQ.IN.: ULTIMATE LOAD-LBS: UNIT STRESS-PSI: SPECIFIED STRENGTH AT 28 DAYS-PSI: 10 DAYS 83565 8/19 28.28 52000 ; 1840 83566 9/06 28.28 69000 ; 2440 28 DAYS 83567 10/8 28.28 72500 2565 2500 DISTRIBUTION: FALLON DEVELOPMENT CITY OF CARLSBAD ENGINEER PROFESSIONAL REGISTERED INSPECTIONS, INC 7895 Convoy Court #15 San Diego, Ca. 92111 ^ ^ /7 JOB NO. : 4 57^ JOB ADDRESS: 23 33 ALTISMA WAY JOB NAME: THE VILLA AT LA COSTA CONSTR. MAT'L: STRUCTURAL STEEL PLAN FILE: DESCRIBE MAT'L: E-70'3 ELECTRODES ARCHITECT: KENNETH FA::DV ENGINEER: R. J, RANL.ALL GEN CONTRACTOR: FALLON DEVELOPMENT CONTRACTOR: PACIFIC COAST IRON : 0 1/07 INSPECTION REPORT INSPECTED WELDING OF COLUMN TO BEAM CONNECTIONS CENTER FOUR .OLUMNS. WELDING DONE BY CERTIFIED ' I- L E PERMIT Vl 90 - 1 005 :^MERLE JQ INSPECTOR 7 :> 01/08/91 : DATE REGISTER # ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE; JURISDICTION: Cj^ ^a^Hi^ A PLAN CHECK NO: Cb - "To ~ SET; TIC ^.-PtjURISDICTION •FILE COPY QUPS • DESIGNER PROJECT ADDRESS: ^3o> /7 i.Tr<> IA")^ PROJECT NAME;(^5') ^-u^iV ^(.H'> ^-u^iT C^A. ^\Ju^*. • • The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I—I The plans transmitted herewith will substantially comply I I with the jurisdiction's building codes when minor deficien cies identified checked by building department staff are resolved and I—j The plans transmitted herewith have significant deficiencies I I identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. j i The applicant's copy cf the check list is enclosed fcr the —' jurisdiction to return to the applicant contact person. HP The applicant's copy of the check list has been sent to: £y.. Esgil staff did not advise the applicant contact person that plan check has been completed. I j Esgil staff did advise applicant that the plan check has — been completed. Person contacted: Date contacted: Q REMARKS: Telephone # By :____^aJtS ESGIL CORPORATION • GA DAA DVW QDM Enclosures yj?. 1 so 1 cT1 ON: CAYKW/t A 0'tc PLAN CORRECTlO.W SHEET Plan: Check No. Ch '^O-W^ 1^10 FOREWORD; PLEASE READ Plan check is limited to technical, requirements contained in the Uniform Building Code, Uniform conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, -edification or change. All circled items have to be satisfied before the plans will be in conformance with-the cited codes and regulation; Pgr Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLAN'S Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, ^ ^^^'^.^ 2.J To facilitate rechecking, please Identify, next to each circled item, the sheet of the plans upon which each correction on this sheet hos been made ond return this • check sheet with tho revised plans. '^Jj) The foUoA'ing items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact n'e If you have any questions regarding these items. Date plans received by plah checkcr_f£-3-^ ^^^^ •- ^ - Pl«n check completed M-gi^Ao "^5) ^'^'"'^^ / •blCT-i. AA-\, , AA-\, Aft. -1 , . . ^r^iy i^n-To" ( .T IS re(* . ,( ufe - • ^ Tr^/iS-ft^ P£i M - 'a Ore's. . -3?,i^\ /IsSi- : QT<. ojr-'5:^.,A.v.^ . ^ lMliC.]\ C-<Cr/t<^/ r^i^ySC ()f>, > V IT "TCIL ej.3-.vs rry^. C^^^-l ' ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 ' " " (619) 560-14^ 6ATE- .^±iyLtl- '"^ - gAPPLICANT JURISDICTION: ^ oX C HYIS b^^d \j PLAN CHECKER ^ ^ GFILE COPY "^LAN CHECK NO: r.(^ ^OsO~ )\^ SST; C nT:* " QUPS • DESIGNER PROJECT ADDRSSS: p I ^ iTTsvyi^ ~^ PROJECT NAH5: /5> 3-u>^.T i C^;) 4-U>i/tr C^odo.feU^ (—I The plans transmitted herewith hava been corrected vhers 1 ) necessary and substantially cD-:ply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply ( J with the jurisdiction's building codes when ininor deficien- cies identified . ^ are resolved and checked by building department staff. (—. The plans transmitted herewith have significant deficiencies I I identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The'plans are being held at Esgil Corp, until corrected plans are submitted for recheck. • The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact personi The applicant's copy of the check list has been sent to: TT-^o^ rMlov^ ^^^C^ f'^r i-rs?rtK.% ?j\N/d- • -i^ .xiC , thX. , CA^- ^^)^^^ _1 Esgil staff did not advise the applicant contact person that, plan check has been completed. I \ Esgil staff did advise applicant that the plan check has been comoleted. Person contacted: Date contacted: Telephone § REl-iARKS; '=bup(>^«•>^/^->^-u:^ 4-Ss^i,vcA \o/ cvvyV^Wous^ ^ X-fy/^-hV&'^S ' By:'_ 'Tyz6cC Enclosures; ESGIL (gH|,ORATION DGA DAA OWJ ODM ' pp. OJEC I ADDRESS ^Ao»4 PLAN CORRECTlO.W SHEET Pianf Check No. fOREWORD; PLEASE READ Plan check is limited to technical"requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, -edification or change. All circled items have ' to be satisfied before the plans will be in conformance with-the cited codes and regulations. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan seta that may have been returned to you by the jurisdiction, to: .A. ' 2.J To facilitate rechecking. please identify, next to each circled itc.-n, the sheet of the plans upon which each correction on t'lis sheet has been made and return this • check sheet with tho revised plans. The follovL'ing items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me If you have any questions regarding these items. Date plans received by pl af," d^7ck~e"r "SJ?-"^ a Pl«n check completed 3,\Ut -^Q Cate , 5y TDO^j^^ * CD X^eldTI. \y\\e3rtr\- Uryd-er- CoA*. A'PO^ ^VCC T-\ i » J 1 Ur^At^r C*A-c <AA.T«^ £3n -SWrr Gn-^ n«TtL \o\<3^ . V^o^e. » A\Sfl rtoTc VA£C>J e»-ak ocxuf. ^i2tjM^orduV>Vv>uiii.. # (fQ Alio Ptavidt ^Ovv c.'% '^!r«v^^^~^:» ^^\AV1^>' :I^C^ -Ptjf-.r^JC . f 4 2?/r>-JL 0^ O-iL h>iA<. OlAyii ' " SJ vjj —————— —-— *(lPi ' J ^ ^ w r • # (1^1 flTii) *JdTr ^--r ^ iJnTTi . » J—0—^ » —^ ly n 1 3]M /C^}.-3^ i f^'''^ <io'^e- • {^ tiienj i,ii^^\.e. PcrTTo'^ is oL/TrsV>-^'d'»v»^_ i fV.'or^rbr.^< /(l^cU ouT<,77'>i(l • 5>>S'T£>i<l O'^USM^^ "ff^fU-^. \.>TV;ALS TITLE 24 HANDICAPPED ACCESS CORRECTION LI Jurisdiction C^rl^^A^. " Plan Check No. e> -<^1ID References to section numbers with prefix "2" are to Title 24, Califomia Code of Regulations, Part 2 (Califomia Building Code). Prefix "3" is for Part 3 (Califomia Electrical Code). Prefix "5" is for Part 5 (Califomia Plumbing Code). Exemptions claimed for any item shall be requested in writing and shall include all data needed to detennine "unreasonable hardship" as described in Section 2-422. SITE DEVELOPMENT 1. ) HANDICAPPED PARKING SPACES .(VNv^av^'rt| <3iv-i'^U^\\.c>%^ ov^^^Av^Sp Surface i I ^ardl-jSaUous-t. ftsKCT^^contrast! IS to <- C'=>KC7^>«=°"t'fasting *" ^ '^'^ty sidewalk. be slip finish 2-7103(f) resistant and a from adjacent Jiandicapped spaces. Provide 2-7102(b) b. Space shall be so located that handicapped persons axe not compelled to wheel or walk behind piirked cars other than his/her own. 2-7102(c) c. Parking space shall be a minimum of 9 ft.xlS ft. with adjacent marked 5 ft. loading zone. Double space shall be 23 ft. wide. Where a single space is provided, the loading/unloading zone shall be on the passenger side of the vehicle. 2-7102(c). d. McLximum slope of parking surface in any direction shall not exceed 1/4" per foot. 2-7102(e). e. Pairking space(s) shall be identified with the Intemational Symbol of Accessibility on reflectorized sign affixed to post or wall, cind also duplicated on parking surface (symbol to be 36"x36" and painted at the back of the parking stall). 2-7102(f) f. Entrance to parking area (or at each stall) shall have a sign stating that unauthorized vehicle(s) parking in hsmdicapped space(s) may be subject to tow-away. 2-7102(f) g. Entrance to and vertical clearance within accessible level of parking structure shall be 8 ft. 2 in. to any structural member, duct or pipe. 2-7102(g) CURB RAMPS a. Curb reimps shall be located wherever pedestrian path crosses curb. (2- 7103(a)) b. Curb ramp shall be 48" min. width (2- 7103(b)) with maximum slope of 1 in 12. 2-7103(d) c. A level 48" min. depth landing is required at top of curb ramps over entire curb ramp width. 2-7103(d) d. If no landing is provided, the slope of flared sides shall not exceed 1 in 12. 2-7103(d) f. Border markings shall be 12" wide of l/4"xl/4" grooves, 3/4" apart, located at top and sides. 2-7103(h) WALKS a. Site development and grading shall be designed to provide access to primary entrances and access to nonnal paths of travel emd where necessary to provide access shall incorporate pedestricin ramps, curb ramps, etc. 2-7101(a) b. Walks sloping greater than 5% (1 in 20) must comply with ramp requirements of Sec. 2-3307, 2-3325(c) c. Walk width shall be 48" minimum, and shall have slip-resistant surfaces. 2-3325(a) d. The maximum cross slope shall not exceed 1/4" per foot. 2-3325(a)3 Gratings axe not possible. •2-3325(b) allowed whenever f. At each gate or door a 60"x60" level area is required when the gate swings toward the walk. 2-3325(e) g. A 48"x44" deep level area is required vh&n the gate swings away from the walk. 2-3325(e) h. A 24" clear space is required at strike side of gate or door. 2-3325(e) PEDESTRIAN RAMPS a. A path of travel with a slope greater than 1 in 20 shall be considered a ramp. 2-3307(a) b. The maximum slope shall be 1 in 12. 2-3307(c.l) c. The width shall be 48" minimum. A minimum width of 60" is required where a ramp serves as a primary entrance to buildings having an occupant load of 300 or more. Group R Occupancies may be 36" when the occupant load is 50 or less. 2- 3307(b.l) /• d. The surface of reimps shall be slip- resistant. 2-3307(g) e. A 60" intermediate landing is required at majcimum elevation change of 30" and 72" landing at each change of direction (over 30 degrees). 2-3307(d.l) f. Landings are required at top ani bottom of ramps. 2-3307(d.l) g. Bottom landing shall be minimum of 72" in the direction of travel. Fig. 2-33- llA h. Top landing shall be 60" x 60" minimum. 2-3307(d.l) i. When door swings onto top landing, minimum depth of landing required is door width plus 42". 2-3307(d.l.) j. Top landing shall have 60" min. width when door swings onto the landing, with 24" on strike side of door at exterior ramp, or 18" at interior ramp. 2-3307(d.l) k. Ramp handrails cire required on each side of ramp, when slope exceeds 1 in 15. 2- 3307(e.l) 1. Ramp handrails shall be continuous, located 30"-34" in height above ramp siurface, with 12" extensions beyond top and bottom, and the ends retumed, 2-3307(e,l) m. Handrails shall be 1-1/4" to 2" cross section, spaced miniimjm of 1-1/2" from wall. 2-3307(e.l) n. A 2" high curb or wheel guide rail centered 3" + 1" above ramp surface is required on both sides where not otherwise bounded by walls when the ramp exceeds 10 feet in length. 2-3307(h.l) SPECIAL ACCESS LIFTS a. Lifts may be provided between levels, in lieu of elevator, when the vertical distance between landings, structural elevator, structural design and safeguards are as allowed by the State of Califomia, Department of Industrial Relations, Division of Occupational Safety and Health. 2-5107(a) . b. The lift platform shall be of sufficient size to accommodate a wheelchair (30"x48"). 2-5107(a) c. There shall be a level and clear floor aurea or landing (60"x60") at each level for access to the lift. 2-5107(a) HAZARDS a. Provide 80" headroom from walkway surface to any overhanging obstruction. 2-3326(b) b. Headroom of 80" minimum shall be maintained for walks, corridors, aisles, etc. 2-522(f) c. Protruding objects with leading edges between 27" and 80" above finished floor shall not protrude more them 4" into walks, corridors, etc. 2-522(f) d. Free stainding objects mounted on posts between 27" and 80" above the floor may project a maximum of 12". 2-522(f) e. Abrupt changes in level exceeding 4" adjacent to walks, except between walks and adjacent streets or drives, shall be identified by 6" high waming curbs above walk siurface. 2-3326(a) ENTRANCES AND CIRCDLAIIOIC 7. ] ENTRANCES, DOORS, VESTIBULES AND CORRIDORS 0 i^aj All primary entrances to buildings shall be accessible to the handicapped. 2-3301(f) (bJ All required passage doors shall have 32" clecur opening at 90 degrees (36" door). 2-3304(f) At least one of a pair of doors shall meet the minimum 32" clear entrance width requirement. 2-3304(f) Threshold shall be no higher than 1/2" above the floor. Edge to be beveled with a slope no greater than 1 in 2, if more than 1/4". 3304(i,l) e.l Exterior level Icinding may slope up to 1/4" per . foot in any direction for surface drainage. 2-413 © Door hardware shall be of the lever or push type, mounted 30" to 44" above the floor and be operable with a maximum effort of 8.5 lbs. for exterior doors and 5 lbs. for interior doors. 2-3304(c), 2- 3304(i.2) g.j Ihe lower 10" of the door shall be of smooth, pleine surface (no recess or trap) except at automatic and sliding doors. 2-3304(1.3) © Building entrauice(s) shall be identified by sign with the Intemational Symbol of Accessibility. Show location on plan. The symbol shall be a white figure on blue background. 2-522(b) At turnstile, provide an access gate, 32" clear width opening, within 30 feet of turnstile. 2-3304(i,4) There shall be a clear area on each side of door, 60" deep in direction of door swing and 44" deep in opposite direction of door swing. 2-3304(1.1) b. Doors (other than handicap compartment) eire not to encroach more than 12" into above mentioned cleaur space. 2-511.1(a) c. Provide a 28" clear space between water closet and fixture or 32" clear space between water closet and wall. 2-511.1(a) d. A 48" long clear space is required in front of water closet. A 60" clear space is required when the toilet compartment has a side door. 2-511.1(a) e. Water closet compartment door to provide 32" clear width for end entry and 34" clear width for side entry. Door to be self-closing. 2-511.1(a) 13SINGLE ACCOMMODATION TOILET FACILITIES Water closet shall be located 28" from a fixture or 32" from a wall. 2-511.1(a) b. Minimum clear space in front of water closet shall be 48", 2-511,1(a) c. In an existing building, a single accommodation toilet facility may have a space 36" wide x 48 " long in front of water closet. 2-511.1(a) 14. ) GRAB BARS AT WATER CLOSET One at side 42" long extending 24" in front of water closet; one at rear 36" long centered on water closet; both mounted 33" above floor. Where a tank- type toilet is used, grab bar may be as high as 36". 2-511.1(a) b. Bars shall be 1-1/4" to 1-1/2" in diameter with 1-1/2" cle£Lrance to wall. 2-511.1(a) c. Bar fasteners and mounting support shall be able to withstahd 250 lbs./ft. in bending, shear and tension. 2-511.1(a) 15. )WAIER CLOSET a. Height of water closet seat shall be 17" to 19" above floor. 5-1502 b. Controls shall be operable with one hani, and shall not require tight grasping, pinching or twisting of the wrist. 5-1502 c. Controls for the flush valves shall be mounted on the wide side of toilet areas, no more than 44" above the floor. 5-1502 d. The force required to activate controls shall be no greater than 5 pounds force. 5-1502 1/. URINALS . , ^ a. Where urinals aire provided, the rim of at least one shall project 14" from the wall and be located 17" maximum above floor. 5-1503(a) b. The force required to activate the flush valve shall be 5 lbs. majcimum and located 44" maximum above floor. 5-1503(b) c. Provide 30" x 48" clear floor space for forward approach. 2-511.1(b) 17.)LAVATORIES a. Provide 30" x 48" clear floor space for forward approach. Said clear floor space may include knee and toe space under lavatory described below. 2-511.1(b) b. Provide cleair space beneath lavatories 29" high by 30" wide by 8" deep at top and 9" high by 30" wide by 17" deep at bottom from front of lavatory (toe space). The maximum counter surface height should be 34". 5-1504(a) c. Hot water ani drain pipes lavatories shall be insulated. 5-1504(b) under d. Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wrist (such as lever-operated) and £in operating force not exceeding 5 lbs. 5-1504(c) . If self-closing valves cure used, they shall remain open for at least 10 seconds. 5-1504(c) 18. )TOILET ROOM ACCESSORIES a. Mirror bottom edge shall be located 40" maximum above floor. 2-511.1(b) b. Toilet tissue dispensers shall be mounted within 12" from the front edge of toilet seat. 2-511.1(b) c. Operating parts of dispensing eind disposal fixtures (towels, waste, coin slots, etc.) shall be within 40" of floor. 2-511.1(b) 19. )SANITARY FACILITIES IDENTIFICATION a. On doorways leading to sanitary facilities the symbols to be provided are 12" Equilateral triangle for men, 12" diameter circle for women, ani 1/4" thick, centered on door, 60" high and contrasting color. Unisex facilities shall be identified by the circle with the triangle superimposed within the circle. 2-511.1(a) /'20^ BATHING FACILIIIES( i^^^^Ci\'bo\c,)a-U .^Z • a. One such facility shall comply One such facility shall provided for the public, employees. 2-511.1(a) When' clients or b. Shower compeurtment shall be 42" wide, 48" deep, with a 36" wide entrance. 2-511.1(a) c. Show on the plans that the handicapped bathing facilities shall conform to requirements of Sec. 2-511a-9, 5-1505 and 5-1506, i.e., folding seat, flexible shower hose, etc. . " GENERAL RBjUlKKMENIS 21.^ DRINKING FOUNTAIN a. Drinking fountains shall be within alcoves. The alcove shall be not less than 32" wide by 18" deep. 2-511.1(c) b. When the enforcing agency determines that it would create an unreasonable hardship to locate the water fountain in an alcove, the water fountain may project into the path of travel, and the path of travel shall be identifiable to the blind as follows: (1.) Ihe surface of the path of travel at the water fountain shall be textured so that it is clearly identifiable by a blind person using a cane. Ihe minimum textured area shall extend from the wall supporting the water fountain to 1 foot beyond the front edge of the water fountain and shall extend 1 foot beyond each side of the water fountain, or (2.) Wing walls shall be provided on each side of the water fountain. Ihe wing walls shall project out from the supporting wall at least as far as the water fountain to within 6 inches of the surface of the path of travel. Also, there shall be a. minimum of 32 inches clear between the wing walls. c. Note on the plains that drinking fountain shall conform to requirements of Sec. 2-511C and 5-1507. PUBLIC TELEPHONE Provide space 30" x 48" for forward or pcirallel approach to telephone. 2-511,1(d) b. Note on the plans that public telephone shall conform to requirements of Sec. 2-511.1(d). ^^23^ ELECTRICAL REQUIREMENTS a. 15, 20 and 30 amp receptacle outlets shall be installed not less than 12" above floor. 3-210-50(6) b. Center of switches shall be located not less than 36" nor more than 48" above the floor. 3-380-8(c) (|24?^PLUMBING REQUIREMENTS a. Where kitchenettes are provided at employee breaik rooms, conference areas, customer lounges, etc., the faucet controls at kitchen sinks shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist (i.e., use lever- operated, push-type, etc.). If self- closing valves are used, they shall remain open for at least 10 seconds. 5-1508 G3100P A OCCDPARCt KBQUIREMnfK AUDITORIUMS, ASSEMBLY HALLS, THEATRES, ETC. a- Seating and toilet facilities for the handicapped shall be accessible from the main lobby or primary entraince. 2-6n(b) b. This structure requires wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a vauriety of locations so as to provided a choice of admission prices. 2-611(b) c. Each wheelchair space shall be 60" x 30" and level. 2-6H(b) d. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-611(b) This structure requires seats for semi-ambuleint persons. leg space shall be at least 24". 2-611(b) Clear f. Stages, enclosed amd unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible. 2-611(b) STADIUMS, GRANDSTANDS, BLEACHERS, PAVILIONS, GYMNASIUMS a. This structure requires wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-611(c) b. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-611(c) c. Ticket booths must be accessible from both sides. 2-611(c) d. Participation areas such ais ball courts, exercise rooms, tracks, and clubrooms must be accessible. 2-611(c) e. Spectator and participant sainiteury and locker facilities must conform to the requirements of Chapter 2-5. 2-611(c) 1 Datei "b'-K-Ao Jurisdiction (^r\s>/i;^<L Prepared byi VALUATTON AND PLAN CHECK FEE • Bidg. Dept, Q-^sgil PLAN CHECK NO. - ^o-NV^C3i:j) BUILDING ADDRESS aJts^'ryy <^ \^ APPLICANT/CONTACT Ts^v^ -^aW^^ PHONE NO. M-S^-SOoo BUILDING OCCUPANCY ^ x. {^CluUVv.o^'DESIGNER PHONE TYPE OF CONSTRUCTION tsg"- M CONTRACTOR PHONE BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE 1 1 • — / J Air Conditionine . Commercial Residential @ Res. or Comm. Fire Sprinklers @ Total Value Building Perrait Fee $_ Plan Check Fee $ C 0 H H E NTSi IK tJ'ws. "TS. g--< i^se ' I'/c'V^ =^ SHEET 0 OF (T^ ..12/87 ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: p-^lo, > ^ O •^£PLICANT___^ (TRJORTSD ICTION"^ JURISDICTION: -o \ Orl&U^^ (jPLAN'CHECKER QFILE COPY PLAN CHECK NO: <^^; ^0^114 SET;CX^ QUPS • DESIGNER PROJECT ADDRESS; ,^5.0t (^\T?Sm<!w. lO^ PROJECT NAME:^>5'J S^O^iV "^-Lf^TTr^^^do. b\d^S.(rsrZl o^-S) 0^^) • The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ,—I The plans transmitted herewith will substantially comply I I with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. • The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. • The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. • The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. I I Esgil staff did advise applicant that the plan check has — been completed. Person contacted: _^ Date contacted: Telephone #_ Q REMARKS; • By; rUt, Enclosures: 'z}T<z^AZ^.\ ESGIL CORPORATION UGA DAA DVW QDM 0^^ • PLAN CHECK NO. C-i ^ JURISDICTION: Cj^rlS\sa^<L Date initial plan check completed i^-^'^A Bv: ^TY^ . ^:^o^a Applicant contact person: Telephone; - 7^00 raOJECC AMJRESS: »^3t?/ iTilTkn^^ li<>J PROJECT DATA OCCOPAHCT: 1^-1 /M-l USE: TYPE OF CCMlSIRDCnON: '^XTf\] ^ U ^^12.^ ( g, M^t^ ^ ^ ACTUAI. AREA: UA<Hy> AUUJHABLE AREA: /^oot>^ | . "^-fd STtHOBS: "Tu^o-V \=> S ^v^•,AC^ ^ 3 HETGRT: KJ air\<-i> SPRINKLERS: MJT" ft. C»^vuA^ REMARKS: \/ft\u^e'A SkTT FLAN CORRKCTICTI SUKKT APARIMHrrS; EKBPT FRCM HAHDIGAPPKD ACCESSIBILJTY Date plams received by jurisdiction: Date plans received by Esgil Corporation: FCHtKHORD: FLEASE READ Plam check is limited to technical requirements contained in the Unifonn Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the hamdicapped. The plan check is based on regulations enforced by the Building Inspection Depaurtment. You may have other corrections based on laws amd ordinances enforced by the Planning -•^epartment. Engineering Department, Fire Department or other departments. Present Califomia law mamdates that residential construction comply with Title 24 and the following model codes: 1988 UBC (eff. 1/1/90 1988 UPC (eff. 1/1/90) 1987 NEC (eff. 10/28/87) 1988 UMC (eff. 1/1/90) The above regulations apply to residential construction, regardless of the code editions adopted by the ordinance. The items listed need claurification, modification or change. All items have to be satisfied before the plams will be in conformamce with the cited codes amd regulations. Per Sec. 303 (c), 1988 Uniform Building Code, the approval of the plans does not pennit the violation of any state, county or city law. To speed up the recheck process, note on this list (or a copv't where each correction item has been addressed i.e.. plan sheet, specification, etc. Be sure to enclose the marked up list when vou submit the revised plams. NOTE: • PAGE NUHBERS ARE NOT IN SBQUESCK AS PAGES HAVING NO ITEMS NEEDING CORKBCXCONS WERE DELETED. List. No. 30: R-l General, For Apartment Projects Exempt From Handicapped Access, and Without Any Energy Tables or Supplement For Local Ordinance or Local Policy Requireaents. (1988 UBC) 0 0 PLANS Please make all corrections on the original tracings amd submit two new sets of prints, and any original plam sets that may have been retumed to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, Califomia 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plam sets that may have been retumed to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and naune of person responsible for the prepauration of the plams. Section 302 (a) 7. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1988 UBC, UMC, and UPC and 1987 NEC. Provide the on the litle site address Sheet. and a vicinity sketch L (6. 1 AH sheets of the plans and the first sheet of ^-^''TB? calculations are required to be signed and 0 © 0 aquired to be signed sealed by the Califomia licensed aurchitect or engineer responsible for their preparation. (Calif. Business amd Professions Code) Indicate on the Title Sheet whether or not a grading pennit is required for this project. Show on the Title Sheet all buildings, structures, pools, walls, etc. included under this application. Any portion of the proiect shown on the site plan that is not included with the building permit should be clearly identified on the site plan or Title Sheet application filed as "not included" Provide a Building Code Data legend on the Title Sheet. Include the following code information for each building proposed: '&<'<.<L.A'\ Occttpancv Group 7g.-] I M-l Type of Construction -^.f, \ Sprinklers: Yes or No A>J o ©Specify on the Title Shee.t of the plans the gross floor area of each element of this project including units, garage, carport, patio, deck amd balcony. Section 302 (d). Provide a Building/Unit Schedule on the Title Sheet. Include the following: Designation and dwelling unit type. area of each c. 0 y / Stories a+br&KXrT^P. ; e<£,/yr B.>AAS. 4n.?;i4''j''^ Height Ac<-arA>v^^\^ Floor Area Number of each designated unit types in each building (including handicapped access units). List any other occupancies or uses included in each building, i.e., common laundry, common storage, garage, rental office, etc. Provide a fully dimensioned site plam drawn to scale. Show: north arrow, property lines, easements, streets, existing amd proposed buildings and structures, location of yards used for allowable increases of building airea and dimensioned setbacks. Provide a statement on the site plam stating: "All property lines, easements and buildings, both existing amd proposed, are shown on this site plan". Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and amy proposed future buildings. Show on the site plan all proposed walls, retaining walls amd fences. Specify their heights on the plams. Clearly dimension building setbacks from propertv lines, street centerlines. amd from all adiacent buildings amd structures on the site plan. Dimension distance from curb to property line.P"<j>6 Show amd dimension on the site plan all building projections including eaves, balconies, comices and similar appendages extending beyond the exterior walls. Show the location of amy designated flood plains, open space easements, or other development restricted area^ on the site plam. Justification to exceed allowable area in Table 5-C. (if applicable) Justification to exceed allowable height or stories in Table 5-D. (if applicable) 12/15/89 15 © IJOCATIOH OH PROPERTY When two or more buildings (including carports) are on the same propertv. the buildings shall have an assumed propertv line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504 (c), An exception is provided if the combined aurea of the buildings is within the limits specified in Section 505 for a single building. If this exception is used, show how the building(s) will comply with Section 505. W^g. gX/to^X<,A-~ Buildings ov6r oftfe stfciy and c6ftQH.ning •cgurtu ^/^Z shall have an assumed property line for the ^ ' purpose of determining., required wall and opening protection of court . walls-, per Section 504 (c). See possible exception. Please show how the court walls will be made to comply with Section 504 (c). r f' The exterior walls of R-l occupancies (Type V Construction) less than five feet to a propertv line or an assumed property line, shall be one- hour fire-rated construction. IhlB ,WalI Shall have a thirty inch paurapet (see exception. Section 1709) amd the wall shall have no openings, ventSj_ etc including Table \ The exterior windows, doors, scuppers. walls of a GroujJ M occupancy (maocimum 1,000 sq. ft.) cairport or gaurage, less than three feet to a property line, shall be one-hour fire-rated construction. The wall shall have no openings. Table 5-A. The exterior wall of a Group M occupamcy (more than 1,000 sq. ft., but less than 3,000 sq. ft.) carport or garage, less than five feet to a property line or an assumed property line, shall be one-hour fire-rated construction. The wall shall have a thirty inch pairapet (see exception. Section 1709 and Table 5-A). Section 1102(b). The exterior wall of a B-l occupancy carport or garage (Type V Construction), less than twenty feet to a property line or an assumed property line, shall be. one-hour fire-rated construction. When the exterior wall is less than ten feet, a thirty inch pairapet and protected openings are required. When the exterior wall is less tham five feet, no openings aure permitted. Table 5-A. Eaves over required windows shall be not less than thirty inches from side amd reaur property lines. Section 504 (a). Combustible projections located where openings aire required to be protected shall be heavy timber or one-hour construction. Section 1710. Projections may not extend more than twelve inches into areas where openings are not allowed. Section 1710. Projections over public property must comply with Chapter 45. Projections may not extend more than one-third the distamce from the exterior wall to the property line or one-third the distance from an assumed vertical plane located where fire- resistive protection of openings is first required, whichever is least restrictive. Section 504 (b). Fire-resistive exterior wall construction shall be maintained through attic areas. Section 4304(c). When openings aire required to be protected due to location on property, the sum of openings shall not exceed fifty percent of the total aurea of the wall in each story. Section 504 (b). A covered pedestrian walkway connecting .separate buildings must comply with the requirements in Section 509. Exterior exit balconies cannot be located in an aurea where openings are required to be protected or where openings are prohibited. Section 3305 (i). •'<^Vn^ Exterior staiirways shall not project into yards where protection of openings is required or where openings are prohibited. Section , 3306 (n). 0.1/ txlT'ritr^Ta'iri ^ diclcs ^t»tv7Sbe ^M.n / \f|rr^ a--,s "oyyytJ TP's (ji>Tc,rl o» AroAe. a f< ^%tr^tZ- ) .Yards or tourts serving as requiredexits tor more than ten occupamts must be at least ten feet wide or have walls of one-hour construction for a height of ten feet above the court or yaird grade. Openings shall be protected by fire-assemblies having a rating of not less than three-fourths-hour. Section 3301 definition and Section 3311 (d). © Structural elements exposed in walls required to be fire-resistive construction due to location on property must have the same fire- resistive rated protection as the wall, or as required for the structural fraime for the type of construction, whichever is greater. Table 17-A, Footnote 1, and Section 1702. Openings for scuppers, mechanical equipment vents, foundation vents and similar openings are not permitted in walls located where openings are required to be protected. Table 5-A. 12/20/89 f' 4- 4' f i' t' Area separation walls, which separate portions of buildings having different heights, may terminate thirty inches above the lower roof level, provided the exterior wall for a height of ten feet above the lower roof is of one- hour fire-resistive construction with openings protected by three-fourths-hour assemblies. As am altemate the wall may terminate at the sheathing of the lower roof, provided roof/ceiling elements, if parallel to the wall are one-hour construction for a ten foot width along the wall at the lower roof, and supporting elements aure one-hour; where the lower roof/ceiling elements are perpendicular to the wall, the roof/ceiling elements shall be one-hour for the entire spam, amd supporting elements shall be one-hour. Section 505 (e) 5. Where different roof heights occur, no openings in the lower roof are permitted within ten feet of the airea separation wall if parapets aure not provided. Section 505 (e) 5. Show the basis for the approved fire-resistive construction elements for the strea separation wall, parapet, and ceiling assembly if used in lieu of parapet i.e., item number in Table 43- A, B, C or U.L. Directory, etc. (Note that trusses require two layers of 5/8 inch Type 'X', per Item 21-1,1 in Table 43-C). Parapets of area separation walls shall have non-combustible faces for the upper 18 inches, including counter flashing and coping materials. Provide complete details of the airea separation wall(s) to show compliance with Section 505 (e). Provide a note on the plans stating: "Plumbing amd conduit penetrations of the area separation wall shall be of copper or ferrous. No plastic pipe may penetrate the area separation wall". Section 4304 (e). BDHDIHG HKIG3HT/STC«IKS Cleaprly show the maiximum building height baised on the definition in Section 409. Clearly show if the lower level is a baisement or story, based on the definitions in Section 403 and 420. Plot the finish grade (adjacent ground level) on the elevations amd dimension the distance to the floor above for story determination. See definition of grade. Section 408. The height and number of stories cannot exceed that shown in Table 5-D. Show the code basis for the height/number of stories as shown. /• 0 0 One additional story would be pennitted beyond that shown in Table 5-D, if the building is sprinklered throughout and the sprinkler system is not otherwise required by Section 506 (area) or Section 508 (substitute for one- hour) . Section 507. Towers, spires amd steeples shall conply with Section 507, Exception 1. Penthouses shall comply with Chapter 36. FrRE-RKSISnVE COHS'jaaXJLKW Walls and floors separating dwelling units in the same building shall be of not less than one-hour fire-resistive construction. This does not apply to hotels. / Section 1202(b). ir> AJan - rxTTH bi«t^^' l,z,3^5 ^klo^jj otit^r.P(,fr::i^]ii{( i\S\t>.\ Group R. Division 1 occupancies more than two —^—^ stories in height, or having more than 3.000 sq, ft, of floor area above the first story shall be not less than one-hour fire-resistive construction throughout except as provided in Section 1705 (b) 2. Section 1202 (b). tii^<^_A. >so © Where one-hour required, an system may be construction, system shall fire-resistive construction is approved automatic sprinkler substituted for the one-hour however, the fire sprinkler not waive or reduce fire- © 0 resistive requirements for: occupamcy sepairations, dwelling unit separations, exterior walls due to location on property, area sepauration walls, shadEt enclosures, corridor protection, stair enclosures, exit passageways, type of construction separation per Section 1701 amd atriums constructed in accordance with Section 1715. Section 508. Provide details of the one-hour fire-resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall aissemblies, post amd beam aissemblies, gable end assemblies at attics, etc. Chapter 43, Chapter 17. Fire-resistive exterior wall construction shall be maintained through attic aureais. Section 4304 (c). Detail how one-hour fire-resistive wall construction is maintained at built-in wall fixtures amd behind bathtub and shower enclosures, mailboxes, medicine cabinets, fire extinguisher cabinets, electric pamels exceeding sixteen sq. in. in aurea, etc. Section 4304 (e). Detail and reference I.C.B.O. number or other approval for horizontal fire assembly using trusses. Item 21-1.1 in Table 43-C requires 2 layers of 5/8" Type X gypsimi wallboard at the bottom chords of trusses. Section 4303 (b) 8. 12/20/89 0 0 f Detail how fire-resistive wall and ceiling protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans amd dryer vents. Also detail recessed light fixtures. Show duct openings in ceilings, regairdless of size, have approved ceiling fire dampers. Section 4303 (b) 6. floor/ceiling assemblies must construction. Detail fire Roof/ceiling amd be of one-hour assemblies on plans along with their I.C.B.O. number or other ID number from the Fire Resistive Design Manual published by the Gypsum Assoc. or U.L. number or item number from Table 43-C, U.B.C. Detail water heater vents located inside fire-, resistive wall construction or within fire- resistive shafts. Table 17-A; Section 1706 (a). Section 4306 (j). Cleairly identify location and hourly fire- resistive rating of vertical shaifts on the plams. Provide construction details showing location of fire dampers amd how fire resistivity will be maintained at floors amd roofs. Section 1706. Detail column fire protection per Table 43-A in the U.B.C. and specify column impact protection in garage areas per Section 4303 (b) 5. As a minimum, show a twenty-two gauge steel jacket around each column to a height of three feet above the ground for impact protections. Structural nembers such as beams supporting more than one floor or roof must be individually fire protected (Section 4303 (b) 6). Detail required protection, per Table 43- A or NRB-250, U.L. etc. Cleairly specify minimum thickness of walls and slabs to provide -hour fire- resistive rating per Table 43-B and C. Clearly specify minimum cover for bonded reinforcing at ^fire-rated columns, fire-rated beams. Clearly specify miniimim cover for prestressed concrete tendons per Section 4303 (c) 3. Note that all plumbing amd electrical penetrations at occupancy, aurea, corridor or other fire separation walls shall be ais specified in Section 4304 (e). Detail all furred ceilings as required in Section 4203. Show fire-retardant treated wood where necessary. © Provide cross-section of vone-hour corridors serving am occupamt load of ten or more. Label corridors on plans as one-hour corridors; specify on the plams all doors as twenty-minute fire assemblies with self- closers or automatic closers with smoke detectors, and all windows ais 1/4 inch wire glass in steel frames and all duct penetrations to have fire dampers. Section 3305 (g). Section 3305 (h). 0 0 Cleaurly label and identify on the plans the tire-resistive corridors^area separation walls, shaifts, occupancy separation walls and floors^ exit courts less than ten feet wide amd exit enclosures, along with their hourly ratings. Section 302 (d). "S^-t,.^ j'S OCCOPAHCT SEPARAUCTIS Storage or laundry rooms that aire within Group R, Division 1 occupancies, that axe used in common by tenamts, shall be sepaurated from the rest of the building by not less than one-hour fire-resistive occupamcy separations. Section 1202 (b). AIL Provide a full one-hour occupancv separation between R-l and M-l or B-l (M-l up to 3,000 sq, ft.) occupamcies. Fire protection only on the garage side applies oi^ly to R-3/M occupamcy separations, not R-l/M occupancv separations. Table 5-B and Section 503 (d). vniji Ci[^.t^ # itoAlseQ . _ Provide ^one-Hour"" fife-resistive door" assemblies in the one-hour occupancy sepauration. Section 503 (c). f£>elun.>Omt' f^«*<j^t... The required three-hour rated occupamcy separation between R-l amd B-l occupancies may be reduced to a two-hour rating when the B-l is limited to the storage of passenger vehicles, amd the provisions of Section 702 are not applicable (Table 5-B). The two-hour occupamcy sepauration may be further reduced to one-hour, if the aggregate aurea of B-l occupancy within the building does not exceed 3,000 sq. ft. Section 503 (d). Garages aire not permitted to open into a room used for sleeping purposes. Section 1104. 12/20/89 A B-l occupancy in the basement or first story may be classed as a sepaurate and distinct building for the purpose of area limitation, limitation of number of stories and type of construction, per Section 702, only if the following conditions are met: B-l is Type I construction. B-l/R-1 are separated by hour occupamcy separation. a three- d. / B-l is restricted to paissenger vehicle storage, laundry rooms, entry lobbies and mechamical equipment rooms. (No storage, recreation room, etc,). The maiximum building height does not exceed the limits in Table 5-D for the least type of construction. 0 The Type I construction is required to have 3/4 hour protected exterior wall openings when located within twenty feet from a property line, amd no openings aire permitted less tham five feet. Section 1803 (b). All openings in floors forming a three-hour separation shall be protected by vertical enclosures above amd below the opening. The walls of such enclosures shall be not less tham two-hour fire-resistive construction, and openings therein shall be protected by a one and one-half hour assembly. Section 503 (c). Tables 43 - A, B, C and Chapter 43. 0 H. Occupamcy sepauration wall penetrations must be either ferrous or copper and fire-stopped. Steel electrical outlet boxes shall not exceed sixteen square inches and further, shall not exceed one hundred square inches per one hundred square feet of wall, may be installed amd shall be separated by a horizontal distamce of twenty-four inches when on opposite sides of a wall. ^i.^TZ . Section 4304 (e). Ducts penetrating one or two-hour occupancy or area sepauration walls must have fire dainpers. A fire door li required For three-hour sepairations. Section 4306 (j). Usable space under the first story, when constructed of metal or wood, shall be protected on the side of the usable space as required for one-hour fire resistive wall amd ceiling construction and the door to the usable space shall be self-closing, of noncombustible construction or solid wood core, not less than 1-3/4 inches in thickness. Section 1703. Show the details and the baisis for the rating of the occupancy separation you propose, i.e., item number in Table 43 ~ A_, B, C; Gypsum Jire-Kesistive Design Manual; U.L., etc^ SOOND IRANSMISSKMC A Qi^i- -hour occupancy separation is required between / occupamcy and the A7-; .occupancy. Table 5-B, Section 0 M'ey'tr 503 (d). Tables 43 - A, B, C and Chapter 43._l_ , 9iX Stfuctural memDerS' suJjpWrLing an occupancy""^*'— separation must have the same fire-resistive rating ais the separation. Table 5-B, Section 503 (b). Tables 43 - A, B, C and Chapter 43. /*>' ^tn Jt. iVJS enings iiT a three-hour fire-resistive" separation shall be protected by a three-hour assembly, amd openings niay not exceed twenty- five percent of the length of wall in the story and no single opening shall exceed 120 sq. ft. Section 503 (c). Tables 43 - A, B, C amd Chapter 43. A two-hour fire-resistive occupamcy sepauration shall be not less than two-hour fire-resistive construction. Openings shall be protected by a one amd one-half hour aissembly. Section 503 (c). Tables 43 - A, B, C and Chapter 43. (Title 24, Appendix Chapter 35) Wall and floor/ceiling assemblies separating dwelling" units from each other amd from common space (such as corridors, laundry rooms, common gaurages, service areas, etc.) must have a listed rating of STC 50 and IIC 50. Show the location ofand provide details of the listed wall amd floor/ceiling aissemblies, and indicate the listing agency and listing number for the tested ratings. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits or heating, ventilating or exhaust ducts shall be sealed, lined or insulated or treated to maintain the required ratings. ^'^\eicV\eA* Dwelling unit entrance doors from interior corridors together with their perimeter seals shall have a STC rating of not less than 26. 12/20/89 1^. The Title Sheet or Site Plan should cleairly indicate if amy portion of the project is in a noise critical aurea (CNEL contours of 60 dB) as shown on the City or County's General Plam. If no portion of the project is within a noise critical airea, provide a note on the Title Sheet stating: "This project is not within a noise critical area (CNEL countour of 60 dB) as shown on the General Plan". If the project is located in noise critical areas (CNEL contours of 60 dB) as shown on the City or County's General Plam, then an acoustical analysis showing that the proposed building has been designed to limit noise in habitable rooms to CNEL of forty-five dB is required. Where windows must be closed to comply, it is necessaury to provide mechanical ventilation capable of providing at leaist two air changes per hoinr, provide design. 1^. l(Jf4. EXITS In all occupamcies, floors above the first story having ten or more occupants, shall have not less than two exits, except only one exit is required from a second floor aurea within am individual dwelling unit. Two or more dwelling units on the second story may have access to only one common exit when the occupant load tributary to the stairway does not exceed ten. Section 3303 (a). Occupants on floors above the second story and in basements shall have access to not less than two separate exits. Exceptions: 1. Except per Table 33-A, only one exit need be provided from the second level or a basement within an individual unit. 2. When the third floor within an individual unit does not exceed 500 sq. ft., only one exit need be provided from that floor. In areas where the occupant load exceeds two exits are required. Table 33-A. Exits should have a minimun separation of one- half the maximum overall diagonal dimension of the building or aurea served. Section 3303 (c). 1{77. The maucimun number of required exits amd their required separation must be maintained until egress is provided from the structure. Section 3303 (a). l|/7. 108. ^9 Where a required exit enters a yaird, the yard must lead to a public way. Section 3301. Minimum exit court width is forty-four inches. Section 3311 (b). Change in width in an exit court shall be effected gradually by a guardrail at least thirty-six inches high amd making am angle of not more than thirty degrees with axis of the court. Section 3311 (b). Where required exits enter an exit court (see definition. Section 404 amd 3301), the exit court must discharge into a public way or exit passageway. The exits from the exit court shall comply with Section 3311 requirements for width, number, amd protection of walls amd openings. Total width of exits in feet shall be not less than total occupant load served divided by fifty. Tributary occupant load from basements amd stories above shall be per Section 3302 (b) and the maximum width required for any story shall be maintained. No point in the building shall be more tham one hundred fifty feet (two hundred if sprinklered) fron an exterior exit, horizontal exit, enclosed stairway or exit paissageway, measured along the path of travel. This may be increaised one hundred feet if the laLSt one hundred fifty is in a corridor. Section 3303 (d) (see exceptions). Double acting doors are not allowed when serving a tributaury occupant load of more tham one hundred, or when part of a fire assembly, or part of smoke amd draft control assemblies or when equipped within pamic hairdwaire. Section 3304 (b). Exit doors from each unit should be a minimum size of three feet by six feet eight inches with a miniaium door swing of ninety degrees. Maiximum leaf width is four feet. Section 3304 (f) and (g). Regardless of occupamt load. a floor or landing not more than one inch below the threshold is required on each side of an exit door. In R-3, and individual units in R-l, a maximum 7-1/2 inch drop may occur provided the door does not swing over the drop. . . , Section 3304 (i). 6i,..0 I "'i.tTO ii: fl4^<,c tWrAA-f,, 1^. r pro tnan sev uodrs should not ^Soject more than "seven inches into the required corridor width when fully opened, nor more than one-half of the required corridor width v^en in amy position. Section 3305 (d). Revolving, sliding amd overhead doors are not pennitted as exit doors. Section 3304 (h). 12/20/89 IJ/. Doors in the fully open position shall not reduce the required dimension at door landings by more than 7 inches. When a landing serves an occupamt load of 50 or more, doors in any position shall not reduce the landing dimension to less tham one-half the required width. Section 3304 (j). Walls of exit passageways shall be without openings except exits and shall have walls, floors and ceilings of the same fire- resistance required for the building, with a minimum one-hour fire-resistive construction. Exit openings in the walls shall be protected by a three-fourths-hour assembly. Section 3312 (a). Ramps required by Table 33-A shall not exceed 1:12; other exit ramps 1:8. Ramps steeper than 1:15 shall have handrails as required for stairways. Minimum size landings amd lamding cleaurances must be provided. Section 3307. (See Title 24 where Disabled Access is required) J, SIAIR!WAYS ASD ELEVAK«S r stairway width must be at least forty-four inches when serving fifty or more occupants and thirty-six inches when less than fifty. Section 3306 (b) A ninimum headroom clearance of 6'-6" for stairways should be indicated on the plams. Section 3306 (p). Note that this is from a plau\e tangent to the stairway tread nosings. Stairway handrails should not project more than 3-1/2 inches into the required width. Trim and stringers may not project more than 1-1/2 inches. Section 3306 (b). Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire- resistive construction. Show 2 x @ 16" o.c. nailers and fire-resistive material. Section 3306 (m) (n). C\»^Jr'0^':Z.''A'' Landings should not be reduced in width more than seven inches by a door when fully open, landings shall have a length, in the direction of travel, of not less than 44 inches. Within a unit they need not exceed 36 inches. Section 3304 (j). Stairways from upper levels which extend below the level from which egress from the building is provided, shall have an approved baurrier to preclude exiting into such lower levels. Section 3306 (h). Vertical distances between stairway lamdings are linited to twelve feet. Section 3306 (i). IT/. 0 All interior stairways, ramps amd escalators shall be enclosed. An enclosure is not required if seirving only one adjacent floor amd not connected to stairs or corridors serving other floors. Not required for R-3 or R-l stairs within a dwelling unit. Section 3309 (a). Stairway riser must be four inches nininum and seven inches maximum amd mininun run shall be eleven inches except in winding, circular or spiral stairways, or private stairways serving less than 10 which naivTave'^ieight inch rise and nine inch nm. Section 3306 jc) .{^J>ryV£^\S Winding stairways aure permitted only when serving R-3 or a single unit in R-l. Section 3306 (d). Provide details of winding stairway: a.) Minimum tread is six inches at any point amd a minimum nine inches at a point "twelve inches from where the t,r'?^^ds arp. narrowest. ;„.-^Jv„-,^,v>idu^^7>Trn Maximum rise is eight inches. Minimun width is thirty-six inches. Section 3306 (d). yi. Spiral stairways are pennitted only when serving R-3 or a single unit in R-l. Section 3306 (f). Provide spiral stairway details: a. Minimum run is 7-1/2 inches at point 12" from where the treads are the narrowest. b. Maximum rise is 9-1/2 inches. c. Minimum headroom Section 3306 (f). is six feet six inches. i. Spiral staiirways must have a clear walking space of twenty-six inches between the column and hamdrail. Section 3306 (f). Spiral stairways exits v*ien the four hundred sq. may not be used for required aurea served is greater than ft. Section 3306 (f). Provide I.C.B.O. Research Report amd Number for stairway, or submit plams and calculations and approved fabricator registered with the Building Department or note that stair plans shall be submitted to amd approved by the building official prior to inspection. Section 302 (b). 1/8/90 \y{. stairways should / Section 3309: be enclosed as specified in Two-hour fire-resistive walls are required in buildings of Type I and II-F,R, construction, and in all buildings over four stories, amd one-hour elsewhere. 0 Occupied floors more tham-" seventy-five feet above the highest grade should have all exits from the building in smoke-proof enclosures. Section 3310 (b). Only exit doors aire exit enclosures. allowed to open into c. Doors should be labeled one and one-half hours or one-hour fire assemblies, and noted to comply with U.B.C. Standard 43-2. d. Exit enclosures should include a corridor on the ground floor extending to the exterior. Fire-resistive construction should be as required for the exit enclosure, including protected openings. Only exit doors are permitted to open into the corridor. e. An approved bairrier is required at the ground floor to prevent people from accidentally continuing to the lower level. f. Usable space is not allowed under the stairs. Ilk. In buildings four or more stories, one stairway / must extend to the roof. Section 3306 (o). Hamdrails: a) Hamdrails are required on each side of stairways. Stairways less than 44" wide or stairways serving one dwelling unit may have one handrail (if not open on both sides). ^ST7r<<,"-T; Ceyv.rr.^y^ \e3xKCor\it^ •bV-.oi>>c} \vi\Je. / © © Private rwafys (i tendfit^—nfeM only stairw; have a handrail on one side if 30" or less in height. Stairways with less than four risers that serve one individual dwelling unit need not have handrails. Handrails shall be 30" to 34" above nosing of treads (per Title 24) and be continuous. Except for private stairways, at least one rail shall extend 6" beyond top and bottom risers. 11^. 11^. All stairs terminating in Section 3306 (j), shall have hamdrails a newel or saifety post. 1^9. 1^. The handgrip portion of all handrails shall be not less than 1-1/2 inches nor more than 2' inches in cross-sectional dimension. Hamdrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Section 3306 (j). Openings in the exterior wall below or within ten feet horizontally of an exterior exit stairway in buildings over two stories shall be protected by a self-closing assembly having a three-fourths-hour rating, unless two sepaurated exterior stairways serve an exterior exit balcony. Section 3306 (1). Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. Section 3306 (1). Show or note that elevators comply with Chapter 51, UBC. Specify elevator shaift vents where elevators extend through more tham two floor levels. Section 5104. CMgODORS Corridors, amd exterior exit balconies, seirving ten or more occupants must be a minimum of forty-four inches wide amd seven feet high to the lowest projection. Section 3305(b). Corridors serving R-3 and individual R-l units shall be thirty-six inches wide minimum. Section 3305 (b). When a corridor or exterior exit balcony is accessible to the hamdicapped, changes in elevation shall be made by means of a raimp. Section 3305 (f). Corridors serving ten or more occupants in R-l or thirty in other occupamcies shall have walls amd ceilings of one-hour construction. Section 3305(g). Exit corridors shall not be interrupted by intervening rooms. Foyers, lobbies or reception rooms constructed as for corridors shall not be construed as intervening rooms. Section 3305(a). 1/8/90 10 ^1. •i/i. yi. One hour fire-rated corridors shall have door openings protected by tight-fitting smoke and draift control assemblies rated twenty minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic closing by action of a smoke detector per Section 4306 (b), doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides amd top. Section 3305 (h). Total airea of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area of the corridor wall of the room which it is separating from the corridor. Such openings shall be protected by fixed, approved 1/4 inch thick wired glass installed in steel frames. Section 3305 (h). Duct penetrations of fire-rated corridor walls and ceilings shall have fire dampers per Section 4306 (j). Openings for rubbish or linen chutes shall not be located in exit corridors or stairways. Section 1706 (c). Provide a complete architectural section of the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floors, walls, roof amd all penetrations. Section 3305 (g). Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling. Section 3305 (g). Corridor walls may terminate at the ceiling only if the ceiling is am element of a one- hour fire-resistive floor or roof system. Section 3305 (g). See attached details for approved methods of providing one-hour corridor constiruction. When two exits aure required, dead end corridors amd exit balconies aire limited to twenty feet. Section 3305 (e). Where construction exists at the outer line of the exterior exit balcony, both the exterior amd interior wall amd openings must be protected per corridor requirements. Section 3305 (g). L. t t Elevators serving more tham two floors shall not open into a required one-hour exit corridor unless the opening is protected by am approved smoke/draift control door system. In high rise buildings refer to Section 1807 (h). Section 3305, A one-hour corridor shall not be used as am integral part of a duct system. This includes the space above a drop ceiling with the one- hour envelope. UMC Section 706 (b). In nonsprinklered R-l Occupamcies, corridors serving 10 or more occupamts shall be sepaurated from corridors amd other areas on adjacent floors by not less tham approved fixed wire glass set in steel frames or by 20- minute smoke amd draift control assemblies which aire automatic closing by smoke detection. Section 1209. If a room with am exhaust fan has a door opening into a rated corridor, show how make- up air will be provided to the room. The door camnot be undercut, nor cam a louver in the door be provided. Section 3305(h)l. EXIT SIGNS Exit signs are required since the occupant load exceeds fifty. Show all required exit sign locations. Section 3314 (a). Show two sources of power for the lamps at exit signs. Section 3314(d). Show that exits are lighted with at least a one foot camdle at floor level. Section 3313 (a). Show separate sources of power for exit illumination. (Occupamt load exceeds 100) Section 3313 (b). The exit sign locations as shown aure not adequate, M. R-l GKNKRAL OCCUPANCY KEOOIKiaiHfXS © Every apaurtment house three stories or more in height or containing more tham fifteen dwelling units (amd every hotel three or more stories in height or containing twenty or more guest rooms) shall have an approved fire alarm system as specified in the Fire Code. Section 1211 (see exceptions). ^V>a<0 <.WX .u>Y,r,A P|/>v, 1/8/90 11 yi. Draift stops shall be installed in floor- ceilings, attics, mansairds and similar concealed spaces amd shall be above and in line with walls separating units from each other amd from other uses. Section 2516 (f). 1^, Show a seven foot minimum xeiling height for / the kitchens, halls, corridors, laundry rooms and bathrooms. Section 1207 (a). Every sleeping room shall have at least fextsrior dour y below the fourth story one openable window or The clear openingshallbe at least 5.7 sq. ft., twenty-four inches high and twenty inches •gr -wide. Ihe finish sill height shall not exceed forty-four inches above the floor. Section 1204, Residential basements shall comply with the above. One room must contain a minimum of one hundred twenty sq. ft, of superficial floor aurea. Section 1207 (b) Habitable rooms, other than kitchens, shall contain at least seventy sq. Section 1207 (b). ft. of floor aurea. 176.) Window area must be at least 1/10 of the floor area (minimum 10 sq. ft.) in <5^^ Provide thirty inches clear width in water closet compartments amd twenty-four inches clearance in front of the water closet. Section 511 (a). / 6. Show corridor width to be minimum 36" within units. Section 3305 (b). 187j Show location of permanently wired smoke detector: Ty/'. gK, f^ff'PifriS (a^ Centrally located in corridor br area giving access to sleeping rooms. (S^ On each story. In the basement, (d) When sleeping rooms aire upstairs, at the upper level in close proximity to the stair. In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway. NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit. .. Section 1205 (a). 3 One-half of all required window area must be openable in i b-tA rrns , /n/it^^ rma • i i<7CL- . uOl r^tf ofcyiAyit. nJiyAo„3 fr<A. ^^fx« ^\'^r. qrCH.., Openable window area must be 1/20 of the floor area (minimum 1-1/2 sq! ft,) in bathrooms, laundry rooms amd similaur rwns, "^P-tCiK^ OJl Section 1205 (a) • • • -f^ - Provide mechamical ventilation capable of providing five air chamges per hour in bathroomsj water closet compartments, laundry rooms and similaur rooms if required openable windows are not provided. Section 1205 (c). Show dischaurge point for exhaust air to be at least 5 feet from any mechanical ventilating intake. 181.) Ductless fans cannot be used in bathroons if a tub or shower is present. When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms aire created, smoke detectors shall be provided at existing bedrooms per item 188 above. Glazing, in the sane wall plane ais a door, must be saifety glazing if within 12" of the door amd less than 60" above the walking surface, unless the glazing is leaded on faceted glaiss. Section 5406 (d) 7. 190j Glass in excess of 9 sq. ft. with the lowest edge less the 18 inches above a walking surface shall be saifety glazing or shall have a horizontal number not less than 1-1/2 inches in width and located between 24 amd 36 inches above the walking surface. Section 5406 (d) Glazing in shower and tub enclosures shall be tempered. laminated or approved plastic (including windows within 5 feet of tub or shower f looPff^^eetion b406 (A'\ 5^ T-fi.. (^11 <>Clfn«f © No habitable room, other tham a kitchen shall be less tham seven feet in amy dimension. Section 1207 (c). 183 y Show a seven foot, six inch minimum ceiling height for habitable rooms other tham the kitchens. Section 1207 (a).^ "Z?)/^. on ay^^\_ 1/8/90 12 (192\ Guardrails Shall be installed at all unenclosed floor amd roof openings. y /• /• Shall be installed at open amd glazed sides of landings and ramps. Shall be installed at balconies or porches more tham 30" above grade or floor below. Shall be installed on roofs used for other than service of the building. a height of 42" (interior within individual dwe1ling © Shall have guardrails units may be 36" high),. /^<>^ Ccmrno^ <ST7rit>f Shall be detailed snowing adequacy of connections to resist the horizontal force prescribed in Table 23-B. Open guardrails and stair railings shall have intermediate rails such that a sphere 6" in diameter camnot pass through. Section 1711. ( Parking garages in connection with R-l occupamcies shall have am unobstructed headroom clearance of not less than 7 feet above the finish floor to any ceiling, beaim, pipe or similair construction except for wall-mounted shelves, storage surfaces, racks or cabinets. Section 1102(c), NOIE: Pending Federal Regulations. Regulations currently being developed by the Federal Govemment may impact those projects that do not obtain occupancy approval prior to March 13, 1991, These regulations may impact apaurtments, condominiums, all multi-family units in buildings with elevators, amd all ground floor units in buildings without elevators. Federal language allows exemptions for only those multi-family buildings or projects containing three dwelling units or less. Although these regulations have not been finalized, designers may wish to consider designing to current ANSI stamdaurds for buildings which may be subject to the Federal Regulations. '^. yi. ROOF Class B roof coverings are required for R-l occupamcies. Exceptions: 1. Nonrated roof coverings may be used on buildings which are not more than two stories in height and have not more than 3000 square feet of projected roof area amd there is a minimum of 10 feet from the extremity of the roof to the property line on all sides except for street fronts. 2. Buildings which are not more tham two stories in height amd have not more tham 6000 square feet of projected roof area and there is a minimum of 10 feet from the extremity of the roof to the property line or assumed property line on all sides except for street fronts may have Class C roof coverings amd roofs of cedair or redwood shaikes amd No. 1 shingles constructed per Section 3204(e). NOIE: The above exceptions don't apply to Types I or II construction. Specify roof slope. 1^. Roof slope is not adequate for roof type specified. Table 32-B,C,D and E. ']^. Specify roof material Chapter 32. and application. 1^. Specify I.C.B.O, or U,L. approval number for roof materials not covered in U.B.C, e.g., tile, etc. Section 107. -tyKU A '2-3-1 Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f). Show roof drains amd overflows. Size drains per Appendix D in the UPC. Section 3207. Provide skylight details to show compliamce with Sections 3401 and 5207 or provide I.C.B.O. approval number. 202/ Plastic skylights must be 2^. other by at leaist 4 •Plan 'C- jHd sepaurated from each Section 5207 (a) 6. ast 4 feet. Section 5207 (a) ( Plastic skylights shall not be iftStalied within that portion of a roof located within a distance to property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (a) 7. 1/8/90 13 Show attic ventilat--inn. Minimum vent airea is 1/150 of attic areaor 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or comice vents. Show required area amd area provided. . Section (c). P^^JJ. Provide a minimum 22" x 30" (or 30" x 30" if equipment is in attic) attic access opening. Section 3205 (a), p^^^S , 0. MASONRY lyL. 206. Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. Show amchored veneer support amd connections attached to wood in Seismic Zones 3 amd 4, comply with Section 3006 (d)l amd Section 2515 (a). Show ties amd #9 wire in horizontal joints. 2(J8. Show height and construction details of all masonry walls. Chapter 24. 2^. 2^. Show floor amd roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310. Show a minimum 2" air space and between planter and building walls. Section 2516 (c) 7. flashing Q. FIKK KXriNGUlSBING 21 Fire sprinklers do not dwelling unit separations 1202(b). Section 508. waive or required reduce the by Section 1\/. Fire sprinklers aure required in R-l occupamcies three or more stories in height or containing more than 15 dwelling units (20 guest rooms in hotels). Section 3802(h). Fire sprinklers are required on amy story or basement when the floor area iexceeds 1,500 sq. ft. and there is not provided at least twenty sq. ft. of opening entirely above the adjoining ground in each fifty lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided on only one side amd the opposite side is more tham seventy-five feet away. Section 3802 (b). Show stamdpipe class and the plams. Section 3806. outlet locations on 21?< 2iy; Fire sprinklers are required in a basement if any portion of a basement is more tham seventy-five feet from openings in an exterior wall. Section 3802 (b). yfi. Fire sprinklers aire required at the top of rubbish and linen chutes amd in their terminal rooms. Chutes extending through three or more floors shall have additional sprinkler heads installed within such chutes at altemate floors. Sprinkler heads shall be accessible for servicing. Section 3802 (b). Provide fire sprinklers 2^. 2^. 2^. 2^. 8. Note on the plams: "When serving more than one hundred sprinkler heads, automatic sprinkler systems shall be supervised by am approved central proprietau-y or remote, station service, or shall be provided with a local alarm which will give am audible signal at a constantly attended location." Section 3803. R-l occupancies over three stories shall have standpipes ais required by Table 38-A. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if stamdpipes are required ais Section 702 only gives relief from Tables 5-C, 5-D and Section 505, 506 amd 507. Section 702 does not give relief to the requirements of Table 38-A. FRAMING Provide complete structural details on the plams with cross referencing as needed to show the structural framing will comply with the design calculations amd building code requirements. "-j^Sp^h^ Provide minimum structural specifications on the plans to show that all structural the plans to show that all structural materials will comply with the design calculations and building code requirements. 222.) Provide a special inspection section on the plans listing all structural elements requiring special inspection by U.B.C. Section 306,^ i^gyyi, C/-<^ fc>locJCKAtd!£>/Vl« U uj«,)(i. wtiere special inspection is required for masonry, note on the plams that prism tests shall be performed in accordance with Section 2405. Section 2406(c)l. Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end amd at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. All ^hfj^^ faneJ KJi^^ Per '^r»^^^^/*>»< (^Ae - ;r7 SAarCT^.rg J7^«,N ^pTTf^MrMX^^^J^ S)l<Af |PA.^VXS f^-f-f '\Y»VA fori J ^ 1/8/90 2^. yk. yi. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Section 2506 (h), 2517. Show blocking for floor joists and rafters at ends and at support points. Section 2517 (d) 3. Show solid blocking at exterior walls on trussed roofs. Section 2517 (h) 6. Bearing partitions, perpendicular to joists, shall not be offset fron supporting girders, beams, walls or paurtitions, nore than the depth of the joist. Section 2517 (d) 5. Show rafter ties. Rafter ties shall be spaced not nore than 4 feet on center and be just above the ceiling joists, where raifters and ceiling joists aure not pairallel. Section 2517 (h) 4. Show 1/2" ninimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. Show or note fire amd draft stops at the following locations per Section 2516 (f): a. in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling amd floor levels amd at 10 foot intervals along the length of the wall. b. at all interconnections between concealed vertical amd horizontal spaces, such as occur at soffits, drop ceilings and cove ceilings; c. in concealed spaces between stair stringers at the top amd bottom of the run and between studs along amd in line with the run of stairs if the walls under the stairs aure unfinished; amd d. in openings around vents, pipes, ducts, chimneys, fireplaces amd similaur openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. e. Draft stops shall be provided in floor- ceiling assemblies amd attics in line with walls separating units amd separating units fron conmon aureas. Section 2516(f). Show nailing will be in compliance with Table 25-Q. -" lyi. 2^. Show stud size and spacing, stud heights; bearing wall: maix. 10'; non-bearing: 2x4 max. 20'. Table 25-R-3. Maiximum allowable 2x4 and 2x6 max. 14', 2x6 Studs supporting ceiling must be 3 Table 25-R-3. two floors, a roof and X 4 or 2 X 6 at 16" o.c. Note an A.l.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. Detail all post to beam amd post to footing connections amd reference the detail to the plams. Section 2516 (m). Detail sheair tramsfer connections, including roof and floor diaphragms, to sheair walls. Section 2513. 239.) Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maucimum diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4714 (A^'S^ -SPeC^^v^ t>T5>fX«^reAtva.<,>-^i3X '^^'.f^^V^h^. "- - -.' >'^>. 240. Provide truss ' details and tat^iss <anculations ^cln . > / for this project. Specify identification numbers on the plans. truss 0 Provide roof framing plam amd floor framing plan. Section 302 (d). ptr.<jC( .t.^TT^iar Cam nnar, Provide framing sections through: 2i»4. ^5. 2^. Section 302 (d). Specify all header sizes for openings wide. Section 2517 (g) SJ^ JL/^ over 4' n-f are. I fJ^oiXIZ. vertical and Provide calculations for main horizontal framing members and post footings. Section 302 (b). Provide calculations for lateral loads, shear panels, sheair transfer and related. Section 302 (b). In Seismic Zones 3 amd 4, the allowable sheair values for drywall in Table 47-1 must be reduced 50% for eairthquaike loading. Ihis does not apply to wind loading. 1/8/90 15 2j^. 248 lyi. yi. y/i. 2^. Q- Show on the plams all structural requirements developed in the structural calculations. Section 302 (d). See additional comments below or at end. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements amd which support permament structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood or natural resistance to decay or treated wood is used. Section 2516 (c) 4. Individual concrete or masonry piers shall project at leaist 8 inches above exposed ground imless the columns or posts which they support aure of approved wood of natural reslstamce to decay or treated wood is used. Section 2516 (c) 4. Specify plywood grade and pamel identification index. Table 25-S-l. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). If foundation cripple wall studs are less than 14", framing shall be solid blocking or the cripple studs sheathed with plywood. Section 2517 (g) 4. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (g) 3, 2516 (i). Specify truss layout for 30" x 30" attic access, if equipment occurs in the attic. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). FODHDAIIMt KBOUIKEMENIS Provide a copy of the proiect soil report prepared by a Califomia licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 2905. rci/\<m ©Per soils report, note on the plan the soils classification, whether or not the soil is expansive, amd note the -allowable bearing value. "Section 2905 (c). Cg^ The foundation plam does not comply with the soils report recommendations for this project. Please review the report amd modify design, notes amd details as^ required to show^ compliance. ^ll y;:^"JlT.^ »V^«>0 .a^* 2^. Provide notes / the soils foundations, preparation. M-be i£j\ <.U fc. t^i I:» 3 g> rg"ox.. io( 4"'A'5A<i on thS^roundation plan listing y^'^j'^ report slab recommendations for. and building pad [263 264 (266 The soils report recommends excavations be reviewed by soils engineer. Note on the foundation plan that "Prior to the Contractor requesting a Building Department Foundation Inspection, the soils engineer shall advise the building official in writing that: 1. the building pad wais prepared in accordamce with the soils report; 2. the utility trenches have been properly backfilled amd compacted, and; 3. the foundation excavations, formings and reinforcements comply with the soils report and approved plan". Provide a letter from the soils engineer indicating that the project plans and applicable documents have been reviewed amd that it has been found that they aure in substamtial compliamce with the soils report recommendations (when required by the soils report). Show height of all foundation walls. Chapter 23. riP<:Ci%^ 7H7,mK< i-iti'i\yO dec, on /6^3 ^ neight ot " retained SyL. Show height ot foundation walls. eaurth on all Chapter 23. If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. Note on plams that wood shall be 6" minimum above finish grade. Section 2907 (a). Note on plams that surface water will drain away from building amd show drainaige pattem amd key elevations. Section 2905 (f). P'^"^ ^—r\6r Ae>^^ntZ^ I'^V^r. riy,^ . I4 >v oJC ' v> ^ t-C. C I AC-A 1/8/90 = ^ ^ ' = 16 Ce n"D . r^ Dimension foundation per U.B.C. Table 29-A. Floors Supported* 1 2 3 Thickness of Stemwal1 Width Depth Footing 6" 12" 12" 6" 8" 15" 18" 7" 10" 18" 24" 8" addition to the supported, use R. MECHANICAL (1988 PNIFCTM MECHAKTCAT. CODE) All heating, ventilating, amd cooling systems amd appliances shall comply with the Unifonn Mechanical Code. Show the size, location amd type of all s'spoundations may support a roof in floors. Where only a roof is foundation for one floor. Show foundation bolt size and spacing. 2907 (f). fuf. Show foundation / or equal. ry[. © sills to be pressure treated. Section 2516 (c) 3. A cy Q'-l -e-l/fr ow s Chapter 6, UMC heating amd cooling appliamces or systems, ^^u. I AC, O'^-ci/frj <ii\r.i'lA- • ^ Show source ot/ compuscior ion air to fumace, per Section Specify size, I.C.B.O. of power driven pins, distances and spacing. If required, show size^ of hold down amchors Section 302 (d). number and manufacturer Show edge amd end Section 302 (d). imbedment amd location on foundation plam. [275 2j/. 278^ y/'i. If hold downs aure required, note on the plans that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. Show adequate footings under all beauring wal Is amd shear walls. Section 2907 (b). g.s'T^itf''V^'c5__ Unreinforced concrete shall not be used in dt^,\5/^^ Seismic Zones 2, 3 or 4, Section 2622(a), 289) Show on the elevations, stepped footings for slopes steeper than 1:10, Section 2907 (c). Show minimum 18" clearance from grade to bottom of floor joists amd minimum 12" cleauramce to bottom ot girders. Section 2516 (c) 2. UniTs — ^-^^ ^ %Tze, Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC Sec. 1212. ©Show minimum 30" deep unobstructed working space in front of fumace. Section 505, UMC. (286.1 Note on plans: "Fumace clearances to be per manufacturer's listing." Section 504, UMC. Fumace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room, unless specified as direct vent appliance, enclosed fumace or electric heating appliamce. Section 704 UMC. Show pier undisturbed soil spacing Table 29-A. and depth into Show miniinum underfloor access of 18" x 24". Section 2516 (c). .^KiyniTs ^ f .f^, Show minimum underfloor ventilation equal to 1 sq^ FtT for each 150 sq. ft. of underfloor area. Openings shall be as close to comers as practicable amd shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. . -rr- ^ > C, Show I,C,B,0. approval number for prefab fireplace. Show height of chimney above roof per I.C.B.O. approval or Table 37-B. Show access to the attic containing equipment to be minimum 30 inches by 30 inches. The opening may be 22 inches by 30 inches if the equipment cam be removed through such opening. Section 708 UMC. Note that passageway to the attic fumace shall be unobstructed and have continuous solid flooring not less tham 24 inches wide. Section 708 UMC. Show pennanent electrical outlet amd lighting fixture controlled by a switch for the attic fumace. Section 708 UMC. Show details to comply with Section 709 for fumace under the floor, or Section 710 for roof or outside fumace. 0 Fire dampers camnot be installed at combustion air ducts. UMC Section 602(b) Note on plam: "Gas vents amd noncombustible piping paissing through three floors or less shall be effectively draift stopped at each floor or ceiling." UBC Section 1706 (a) 6. "T 1/8/90 17 S. CT.wma:CAL (1987 NAITOWAT. Kf.1irTRICAL OODE) All wiring shall comply with the National Electrical Code, 295) Show on the plam the amperage of the electrical "service, the location of the service pamel and the location of any sub-panels, ^^296^ If the service exceeds 200 amps, provide a single line diagram amd load calculations including: a. Wiring method employed, b. Sizes of all conductors, switches, circuit breaikers, fuses, and conduits. c. Approximate length of service feeders. d. Panel schedules. ^i^l. Show location of all electrical receptacles. 298J Electrical receptacle locations and/or spacing is not adequate in KiT~ i T>ir\,y^^^-tlc^ • Show at least one convenience outlet other tham outlets for laundry, etc.. outdoors, in garages and basements. NEC Art. 210-52. 6t^/^ iTT Note; convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages amd basements (other tham For laundry amd similaur equipment) shall be GFI protected. NEC Art. 210-8. Note electrical system per NEC Art. 250-81. ground to be provided T. 302; PLramiNG (1988 PNIFCTM FLOMBING COTE) Show water heater size, type and location on plans. UPC Section 1301. fH aJ} iy*^i75" Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. . UPC Section 1309. air to .Show source for providing combustion fuel buming water heater. If wall opening in am enclosure aure used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure amd one- half within the lower twelve inches. UPC Section 1307. 305) Provide adequate barrier to protect water heater from vehicle damage.- An 18" platform for the water heater does riot satisfy this requirement. UPC, Section 1310. VY,^" C" 306) Show T and P Valve on water heater and show route of discharge line to exterior, UPC Section 1007 (e). 307^ Provide dryer vent to outside. UMC Section 1903. 3p^. 309. yA.. 'XS. yi. 3^. 3/. Shower stall shall accommodate a 30" circle amd have a minimum floor area of 1,024 sq. in. UPC 909 (d). Show that water heater is adequately braced to resist seismic forces, when not connected by rigid pipe. UMC Section 504(d). Provide complete water line sizing calculations. Show pressure, fixture units, GPM and maximum developed length. Provide complete gas line sizing calculations. Show total CFH input amd maximum developed length. Show all equipment. Provide complete drain, waste and vent plans. ENERGY C(WSERVAXI(W Provide plans, calculations and worksheets to show compliamce with the energy stamdaurds. Title 24. Ihe regulations require a properly completed and properly signed Form CF-IR to be either imprinted on the plams, taped to the plams or "sticky backed" on the plans, to allow the building inspector to readily compaure the actual construction with the requirements of the approved energy design. states that Form by the person Ihe signer mechanical architect, mechamical Section 1403(a)l, Title 24, CF-IR shall be signed responsible for its prepauration. shall be a civil engineer, engineer, electrical engineer, general building contractor, contractor, or electrical contractor licensed or registered to practice by the State of Califomia or other individual eligible under Division 3 of the Business amd Professions Code to sign such documents. Document signers are subject to the limitations in Division 3 of the Business amd Professions Code. Please provide the signature. All energy items shown on the plans must be in agreement with the infonnation shown on the properly completed Form CF-IR. Aj/jjcc ^urc iZ^-i , ry,/in*J >VA<t»<Si'2.<-S. b<^/v) SfZ-^S . SUr^r Par-it/ IIA-^ s 0'>^'^<^Py 1/8/9D ^ ^ ^ ' 18^ Specify on the building plams all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mamdatory Energy Conservation Requirements". S-2 318.1 Show the maike. model and (or cooling) 2^. 320] space heating heat loss calculations 45,000 BTU/Hr efficiency of the system and provide © 2y^. 3/3. if the output exceeds For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. Provide fluorescent, general lighting in kitchen(s) per CAC,".Title 24, 2-5352(J). Please see additionai corrections, or remairks, on the following page. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e., plam sheet, note or detail number, calculation page, etc. Please indicate here if amy changes have been made to the plams that are not a result of corrections from this list. If there aire other chamges, please briefly describe them amd where they aure located in the plans. Have chamges been made to the plans not resulting from this correction list? Please check. Yes No NOTE: The following provisions are contained in Title 24, Part 2, Califomia Building Code, as adopted and enforced by the State Fire Marshall. They are provided here as a courtesy to assist designers in developing the project documents. All applicable provisions may not necessarily be included. Please direct any questions regaurding interpretations of these provisions to the local Fire Depaurtment. Walls of corridors and exterior exit balconies in Groups A,E,I,R-l amd C Occupamcies having an occupant load of more tham six persons and in all other occupancies having an occupamt load of 30 or more shall be not less than one-hour fire-resistive construction. Section 3305(g)l. y/. Where exit signs are required by Section 3314(a), approved and Jisted intemally, externally or self-illuminated low-level exit signs complying with Section 3314 shall be required. The bottom of the sign shall be not less tham 6 inches nor more than 8 inches above the floor level. For exit way doors, the sign shall be on the door with the closest edge of the sign with 4 inches of the door frame or adjacent to the door. Such signs shall be of a type which is perceptible to the sense of touch. Section 3314(e). Where exit signs are required by Section 3314(a), all exit corridors shall be provided with continuous low-level exit path mairking. Approved amd listed intemally or self- illuminated maurking shall be installed at floor level or no higher tham 8 inches above the floor level. Such maurking shall be of a type which is perceptible to the sense of touch. Section 3314(f). Area separation walls shall not be considered to create separate buildings for the purpose of automatic fire-sprinkler system requirements as set forth in Chapter 38. Section 505(e)6. EXCEPTION: Buildings separated by continuous aurea separation walls of four-hour fire- resistive construction without openings. Buildings required to have automatic fire- sprinkler protection as set forth in Section 13113 of the Health and Saifety Code (homes for children or the aged) aire prohibited from using aurea sepauration walls in lieu of automatic fire-sprinkler protection. Every apaurtment house three or more stories in height or containing more than 15 apartments, every hotel three or more stories in height or containing 20 or more guest rooms, shall have installed therein an automatic or manually operated fire alaurm system. Such fire alarm systems shall be so designed that all occupants of the building may be warned sinultaneously amd shall be in accordance with the Califomia Electrical Code. See Sections 1807 amd 1907 for special requirenents in buildings over 75 feet in height. EXusfiifflJ: A fire alarm systen need not be installed, provided such apaurtment house or hotel is separated by an unpierced wall of not less tham four-hour fire-resistance in buildings of Type I, Type II FR, Type III or Type IV HT construction and two-hour fire reslstamce in buildings of all other types of construction provided: 1. Areas do not exceed the number of apaurtments or guest rooms stipulated. 2. The fire-resistive wall conforms to the requirements of Section 505(e)3. 3. The wall complies with all other applicable provisions of the U.B.C. /^/3<s.^t>n.a// jrc^ .<|<rr. On C \'odirv,. or..'^afnd, Puna's 1/8/90' ClJ 19 4. The wall extends to all outer edges of horizontal projecting elements, such as balconies, roof overhangs, camopies, marquees or architectural projections. 5. No openings are permitted for air ducts or similar penetrations, except that openings for pipes, conduits and electrical outlets of copper, sheet steel or ferrous material shall be permitted through such wall and need not be protected, provided they do not unduly impair the required fire reslstamce of the assembly. 6. Tolerances around such penetrations shall be filled with approved noncombustible materials. Section 1807 should be reviewed for all high- rise buildings. If emergency waming systems aire required, they shall activate a means of waming the heauring impaired. Flashing visual waumings shall have a frequency of not more tham 60 flashes per minute. to K ^< «LX~ 0 ^A- ^TcnT €W. (^KC Al>2-3 .--L.^ The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, Califomia 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions ^gairding these plan check items, pl^ease contact ^D(Xr\*^ • at Esgil Corporation. Thank you. O^H'fl^ inlTTi^r )o<.AyK, [P^^jJ, •S>^^i//<Jb<. "7 Micro lijrv, P<> SKTT A-t y 7 - v'S SA-1. 1/8/90 20 DatpiP Jurisdiction Cj\'r\'~>\oA^j^ Prepared byt VALUATION AND PLAN CHECK FEE • Bidg. Dept. Q^^sgil PLAN CHECK Nr>. r ^ - ^^-^ (T) , BUILDING ADDRESS e>2,o\ dTTTs rvvA^ uJy • APPLICANT/CONTACT ^ov^ RHc»^ BUILDING OCCUPANCY i /L4 , PHONE NO. a?>^^?<li:>o DESIGNER PHONE TYPE OF CONSTRUCTION TT- Afi 51.3' CONTRACTOR PHONE BUILDING PORTION .BUILDING AREA VALUATION MULTIPLIER VALUE • Air Conditioning Commercial @ Residential @ Res. or Comm. Fire Sprinklers @ Total Value Building Permit Fee. $. Plan Check Fee $ SHEETr]T)0^ 12/87 Date» ^ -^-^o. Jurisdiction <CA<\-=>\O/C<^ Prepared byj VALUATION AND PLAN CHECK FEE • Bidg. Dept, CK^sgil PLAN CHECK NQ. f ^ ^ K (T^ ^ BUILDING ADDRESS arrTsTw/^ u)y APPLICANT/CONTACT ^ov^ P/gllax^ BUILDING OCCUPANCY ^ i /L4 , PHONE NO. aSi^ji-Xlao DESIGNER PHONE TYPE OF CONSTRUCTION nZ-VivJ CONTRACTOR PHONE BUILDING PORTION • BUILDING AREA VALUATION MULTIPLIER VALUE n ^ • ————y—; • • Air Conditioning Commercial Residential @ Res. or Comm. Fire Sprinklers Total Value Building Permit Fee. $_ Plan Check Fee $ COHHENTSi. SHEET^^OF (TT) 12/87 Date» ^ -^-<^o_ Jurisdiction OA<^^=>\oA^<^_ Prepared "byt VALUATION AND PLAN CHECK FEE • Bidg. Dept, D-^sgil PLAN CHECK NO. - ^o^\ BUILDING ADDRESS o>2.o\ ayTTs uJy > APPLICANT/CONTACT OPov^ P^gHo^^ BUILDING OCCUPANCY ^ t AU, PHONE NO. ^4SCe^/<l^ DESIGNER PHONE TYPE OF CONSTRUCTION -NJ CONTRACTOR PHONE BUILDING PORTION • BUILDING AREA VALUATION MULTIPLIER VALUE fo —-/I 12- h " • r—————— • • Air Conditioning Commercial •@ Residential Res. or Comm. Fire Sprinklers @ Total Value Building Permit Fee $. Plan Check Fee $ $ 4// - COHHENTS; SHEET(|^j©OF (g) 12/87 Datei ,5 -A-^OL Jurisdiction <^<\'=>VOA.-<^_ Prepared byt VALUATION AND PLAN CHECK FEE • Bidg. Dept. Q-^^sgil PLAN CHECK NO. r ^ _ (T) , BUILDING ADDRESS c>g.o\ dirr&TAA^ uJy . APPLICANT/CONTACT ^ov^ Fkllor, BUILDING OCCUPANCY i /U , PHONE liO._j±S^^_:z£2£<L. DESIGNER PHONE TYPE OF CONSTRUCTION 'JZ'^ I Ur2, CONTRACTOR PHONE BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE • Tatr; ' • Air Conditioninc Commercial Residential @ Res. or Comm. Fire SiDrinklers @ Total Value Building Permit Fee. $_ Plan Check Fee $ C 0 H H E NTS: SHEETr^OF (g) , 12/87 Date 1 ^ -A-^o_ Jurisdiction <CA<\'=>VOA^ Prepared "byt VALUATION AND PLAN CHECK FEE • Bidg. Dept. Q^^sgil PLAN CHECK Nn. r/?s , QT-) ^ BUILDING ADDRESS o>g,o\ QATTS rrv/-^ uJy . APPLICANT/CONTACT ^ov^ P/;llon BUILDING OCCUPANCY r^i /LA, PHONE NO. aS(^.fi^><l^ DESIGNER PHONE TYPE OF CONSTRUCTION iT^ II-HZ. CONTRACTOR PHONE BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE -—/- <!2- ll " • IP-ciyk. • • Air Conditionine: Commercial Residential @ Res. or Comm. Fire Sprinklers @ Total Value ^3 ^/ ^^'^ ^ Building Permit Fee. $_ Plan Check Fee $ C 0 H ME N TSi. SHEETS g ; OF 12/87 Datet ^ ~J^~<\o_ Jurisdiction OA<\'=>\OAX^ Prepared byt VALUATION AND PLAN CHECK FEE • Bidg. Dept, O-^sgil PLAN CHECK NO. r_ ^^,~\QT) . BUILDING ADDRESS c>2>o\ airr£,rrv< uJ APPLICANT/CONTACT P^llon BUILDING OCCUPANCY /X^ , PHONE NO. ^5<L^-;?7^ DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE H " - • • Air Conditioning Commercial Residential @ Res. or Comm. Fire Sprinklers Total Value Buiidirig Permit Fee. $_ Plan Check Fee $ C 0 H H E NTS: ^ ^efe-lTlT^c '^<^'^r "^NK^ . (b>\Ay. ^ <gL ^ oVo \/A (u^jCT^v^ . SHEETOF (g) 12/87 BUILDING PLANCHECK ENGINEERING CHECKLIST DATE: Z-/0'fO 0 1 s T PLANCHECK NO. N R D D 3J CaNo6s ITEM COMPLETE ITEM INCOMPLETE - NEEDS YOUR ACTION X ITEM SELECTED C C PROJECT ID: ^ &STf^ Vftiw/ //£r2/ZAc£ H H E E LEGAL REQUIREMENTS C C K Site Plan • 4 • • FRMOOIO.DH Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width and dimensioned setbacks. Show on site plan: ffTniSh floor elevatTotTgf bid elevationrp plpvat.jpns of finish grade adiacent to building? ejn^tuiq^ topographical lines, existing and proposedsl opes .CH^rivewa^ cUTth percent 1%) oradgl andCS^LlH^Qe patternsT 3. Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance 4^ No Discretionary approvals were required. Project complies with all Engineering Conditions of Approval for Project No. CT 9<C--2,'^ Project does not comply with the following Engineering Coijditj.on> ^ Aj>proval for Project No. CT6S-1S Coi^iricy05-^ Conditions complied with by: Field Review Date: 7. 8. Field review completed. No issues raised. Field Review completed. The following issues or discrepancies with the site plan were found: A. Site lacks adequate public improvements. B. Existing drainage improvements not shown or in conflict with site plan. C. Site is served by overhead power lines. D. Grading is required to access site, create pad or provide for ultimate street improvement. 08/29/89 Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. Other: Dedication Reouirements No dedication required. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8k" x IT plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as fol 1 ows: (~r5 o^jtxi-n5c? r>/\) /=//UIQL C(sr^o/r,(^3 Dedication completed, Date: By: Improvement Requirements 11, No public improvements required. SPECIAL NOTE: Damaged or defective improvements found ad.iacent to building site must be repaired to the satisfaction of the Citv inspector prior to occupancv. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit, for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: Improvement plans signed, Date: By FRMOOIO.DH 08/29/89 .13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, By: Date Grading Requirements 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). 14, ^ ^15. No grading required as determined by the information provided on the site plan. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the Citv Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date:. By: Miscellaneous Permits 16. Right-of-Way Permit not required, )^ 17. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the fol 1 owi nq: ^Trg&ier ji^yitti^s^*nc^'Tt>. X 18. 19. 20. Sewer Permit is not required. Sewer Permit is required. A Sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. Industrial Waste Permit is not required. FRMOOIO.DH 08/29/89 ,21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Applicantion Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Industrial Waste Pennit accepted - Date: By: aii> Fees Reouired Vv- 22. Park-in-Lieu Fee Quadrant; T Fee per Unit: 8ZO— Total Fee:£|j^ ^23. Traffic Impact Fee^ ^^"^^^^^^^S-.'^-fe^/ Fee Per Unit: 5a>G Total Fee/^^/^ f=f^ *^ ^A^^ i\ 24. Bridge and Thoroughfare Fee:><:' Hi^^ '^'^ Fee per Unit: ^^-^ Total Fee: /\ 25. Public Facilities Fee required. X 26. Facilities Management Fee Zone: ^ Fee: '7^/0. f^k 27. Sewer Fees Permit No. ^^k^. Fee: —^ tljk 28. Sewer Lateral requi Fee:^2kf^^ REMARKS :^^/2/Qo>/o?y ^/^^9D wm AUTHORIZATION TO ISSUE PERMIT Date: C,/?~^^0 FRMOOIO.DH 08/29/89 2075 LAS PALMAS DRIVE CARLSBAD, CALIFORNIA 92009-4859 0///ce ol tfie City Engineer TO: DEVELOPMENT PROCESSING SERVICtS FROM: ENGINEERING INSPECTION DIVISION DATE: -TSr.KSe I ^ (9^iO TELEPHONE (619)438-1161 ROUGH GRADING APPROVAL FOR PROJECT NO. ^ • ^^7, (P.E. or TRACT #) ~J(Project Narne and Addres^j^ ^ ' (Developer's Name and Address) OvOc^'^Oi4-A5^ C^- <^-^c'Jil4- or Phase We have inspected the grading for Lo(s of the above mentioned project. In addition, we have received rough grading certification from ^^QCCI^NJ > the Soiis Engineer, dated TUKAC? \K^\<i^iD . and from W.S'A k^R t f\sScc]/\\ejiS>(s-^\C^Y> ^'^: ' ' the Supervision Grading Engineer, dated /v>A^^ IO^ i9^y> • and are satisfied that the rough grading has been completed in accordance with City Standards. Based on these certifications and our observation, we take no exception to the issuance of a building permit for Lots / ~ll\(l<A ~i or Phase — of from a grading standpoint. This release, however, is not intended to certify the project from other engineering concerns including site development, water or sewer availa- bility, or final grading. We will need to be advised prior to the issuance of a Certificate of Occupancy so that we can verify that final grading and landscaping has been completed in accordance with the approved plans for the project. APPROVED Sr. Construction Inspector CITY OF CARLSBAD GRAOiNG INSPECTION CHECKLISr FOR PARTIAL SITE RELEASE PROJECT INSPECTOR(^Cmf firtK DATE; ^^>J<^-> (^<^6> PROJECT ID; L/l- ^^/?^ ^/f//^ T^gt^^^^ GRADING PERMIT NO.; .2.^^r.;3/^ LOTS REQUESTED FOR RELEASE; PNC'^ ( -:^~7 N/A s Not Applicable / = Complete 0 = Incomplete or unacceptable 1st. 2nd. / y / / / 0 / 0 / / ' / •/ \/ 1. Site access to requested lots adequate and logically grouped 2. Site erosion control measures adequate 3. Overall site adequate for health, safety and welfare of public 4. Letter of request for partial release submitted 5. 8-1/2" X 11" site plan showing requested lots submitted 6. Compaction report from soils engineer submitted 7. Engineer-of-work certification of work done and pad elevations 8. Geologic engineer's letter if unusual geologic or subsurface conditions exist 9. Project conditions of approval checked for conflicts 10. Can water service be installed prior,jLo bringing building combustibles on site. ^Mvj- Partial release of grading for the above stated lots is approved for the purpose of building permit issuance. Issuance of building permits is still subject to all normal City requirements required pursuant to the building permit process. Partial release of the site is denied for the following reasons; /DAT^ PROJECT ENGINEER DATE 2075LAS PALMASDRIVE CARLSBAD, CALIFCSNIA 92009-4859 Ollice oi tiie City Engineer TELEPHONE (619)438-1161 Ulitu uf CllarliUiaii TO: FROM: DATE: DEVELOPMENT PROCESSING SERVICtS ENGINEERING INSPECTION DIVISION ROUGH GRADING APPROVAL FOR PROJECT NO. PS 1 • B^^f. 2 4; (P.E. or TRACT #) , ^ • . rxf^, (Project Name and Address) (Developer's Name and Address) (-(^^Z^k (^k. rf 3«>t! We have inspected the grading for K-c^s PPsAj^ 3 ^ ^ Phase "^/AT of the above mentioned project. ,ln addition, we have received rougli grading certification from f-juKJS^^f^ ^ /^SxjOfK'lei' / the Soils Engineer, dated kV<0^ \^'ffj , and from (nmyi-^ t. lU'jk&A- / the Supervision Grading Engineer, dated ^ , and are satisfied that the rough grading has been completed iti accordance with City Standards. Based on these certifications and our observation, we take no exception to the issuance of a building permit for Vh^e, 0 Of Phase ^TA- of from a grading standpoint. This release, however, is not intended to certify the project from other engineering concerns including site development, water or sewer availa- bility, or final grading. We will need to be advised prior to the issuance of a Certificate of Occupancy so that we can verify that final grading atid latidscapitig has been cotnpleted in accordance with the approved plans for tiie project. APPROV/BD: nspector Construction Inspector CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECT INSPECTOR; Ck eScpff < g P~ DATE; H^'j-^O PROJECT ID: GRADING PERMIT NO.; PB 2 - f^'^j ZP-> LOTS REQUESTED FOR RELEASE; PA\1.<S A N/A = Not Applicable / = Complete 0 = Incomplete or unacceptable 1st. 2nd. 0 y ./ / / / / / 0 A b / 1. Site access to requested lots adequate and logically grouped 2. Site erosion control measures adequate 3. Overall site adequate for health, safety and welfare of public 4. Letter of request for partial release submitted 5. 8-1/2" X 11" site plan showing requested lots submitted 6. Compaction report from soils engineer submitted 7. Engineer-of-work certification of work done and pad elevations 8. Geologic engineer's letter if unusual geologic or subsurface conditions exist 9. Project conditions of approval checked for conflicts 10. Can water service be installed prior to bringing building combustibles on site. Partial release of grading for the above stated lots is approved for the purpose of building permit issuance. Issuance of building permits is still subject to all normal City requirements required pursuant to the building permit process; Partial release of the site is denied for the following reasons: MTE PROJECT ENGINEER DATE o ij it n www . 1^ <Q (Q \a lp o >«>.>. .a j3 — CJ K> » » » u u u 0) OJ a> .c J= £ u u u CCC fO <9 (0 a. a. a. • • • PLANNING CHECKLIST 5 Plan Check No. 7<^ ^// V ^ Address c^30/ J^/^Tr3/??/9 kJ/pV Planner Phone 438-116^ (Name^ Zone Facilities Management Zone Legend gJ Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number that deficiency was identified Environmental Review Required: YES NO DATE OF COMPLETION: J^- /O -^/^ TYPE Ji^ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval • • Discretionary Action Required: YES APPROVAL/RESO. NO. NO TYPE PROJECT NO. e^-^^/ClP^:2./ OTHER RELATED CASES: OATE: Compliance with conditions of approval? If not, state conditions which Condi ti off ^of "Appro val ^l^^-^s^^^^^^l^'^^^^^ . Landscape: YES NO DATE OF APPROVAL; Compliance with conditions of approval? If not, state conditions which Conditions jrApproval SLSI^ aXX^^^i2Ac^ /^\,a.^tz^,Jl^^ 77- an • O'b • ft Coastal YES NO ly^ DATE OF APPROVAL: 0^ • • •• • •• Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ; Site Plan: 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks, 2. 3. 4. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. Provide legal description of property. Provide assessor's parcel number. Aoning: Setbacks: Front: Int. Side: Street Side; Rear: Required Required Required Required 2. 3. 4. Lot coverage: Required .: Required yoEi ^ Shown Shown Shown Shown Shown Height; Shown Park / - Guest Spaces Required Shown Additional commentsnihd^emarKS/ made onathe building plans. These marked-up plans may be picked up at the Building Department. These marked-up plans must be resubmitted with the revised plans for this project. Have plans been marked up? YES NO . AddUional Comments 0 //^jyj ty ^^^^^ (7) -/itioa^ OK TO ISSUE (Q^^,S:MJ!oy^. " DATE Jp/.^-^Q ^ _^ ,, DATE ^/|yr6 2560 ORION WAY CARLSBAD, CA 92008 TELEPHONE (619) 931-2121 Citp of Cadjfbab FIRE DEPARTMENT PAGE 1 0F_/_ PLAN CHECK REPORT APPROVED DISAPPROVED PLAN CHECK# PROJECT L/\ C^S-m VAL-Lgy 7E?SifiiCer ARCHITECT OWNER UP DeUgCQpHAOUT- I • OCCUPANCY CONST. • SPRINKLERED • TENANT IMP. ADDRESS P^Lm'^YsAyK J ADDRESS ^^kZ- my\/L. .ADDRESS XRv<vt^ TOTAL SQ.FT. . PHONE 73^-7/00 _ PHONE Clffil2j?>z20/0 STORIES T"^^ APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: 1. 2. 3. 4. PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan(s); site plan; sheets Provide two site plans showing the location of ali existing fire hydrants within 200 feet of the project. Provide specifications for the following: Permits are required for the installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon, COJ, alarms, hydrants). Plan must be approved by the fire department prior to installation. The business owner shall complete a building information letter and return it to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection systems are required: • Automatic fire sprinklers (Design Criteria: ______) • Dry Chemical, Halon, CO2 (Location: ) • Stand Pipes (Type: . • Fire Alarm (Type/Location: Fh-e Extinguisher Requirements: ^One 2A rated ABC extinguisher for each _ extinguisher not to exceed 75 feet of tra> • An extinguisher with a minimum rating of .) sq. ft. or portion thereof with a travel distance to the nearest _ to be located: • Other: V- 8. Additional fire hydrant(s) shall be provided A^S P<gn_ CLUIL^ b(lAuj,iAj U..5> EXITS 9. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. 10. A sign stating, " This door to remain unlocked during business hours" shall be placed above the main exit and doors 11. EXIT signs (6" x ¥4" letters) shall be placed over ail required exilts and directional signs located as necessary to clearly indicate the location of exit doors. GENERAL 12. storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. 13. Building(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil- ing is to be done, comply with Uniform Fire Code, Article 81. 14. Additional Requirements. . .^oy^ i-a .15. Comply with regulations on attached sheet(s). Ptan Examiner. Date. Report mailed to architect Met with . Attach to Plans ENGINEERING SVSTEMS INC. 61575S-a8S4l La Costa Valley Terrace ADDENDDM A 3/7/90 ICQ" Retaining Wall @ Garage Misc. Balcony Fraining Sheets Al - A4 Sheet A5 Job No. 290-310 2194 CARMEL VALLEY ROAD DEL MAR, CALIFORNIA 92014 PI andali 8t Associates, Inc. dba Engineering — Consultants Materials Testing PROJ ECT LA cosl^ VALusr by M-M date sheet A' of /> 5 7: -A lo-o UJ/ -TZ?^, 0 9194 Carm«i Valley Road, Del Mar, C A 99014 619-755-8854 19 N Tt?t> Job no. JTf^-^i^ 20;19H RANDALL AND ASSOCIATES, INC./ CONSULTING ENGINEERS A2 2194 CARMEL VALLEY ROAD, DEL MAR, CA 92014 DATE: JOB NUMBER: JOB DESCRIPTION: 3-6-90 290-310 LA COSTA VALLEY TERRACE CARLSBAD,CA R E T A I N I N G W A L L D E SIG N STEM DESIGN OF CONCRETE BLOCK FM' . , . . . 1,500 PSI FC' OF BASE CONCRETE . 2,000 PSI DESIGN STEEL STRESS 20,000 PSI EQUIVALENT FLUID PRESSURE.. 35 PCF SURCHARGE 0 . 00 FT STEM MOM ENTS A N D S H EARS FT DISTANCE FROM SHEARS MOMENTS TOP OF WALL(FT) POUNDS FOOT -LBS. 1 18 6 2 70 47 3 158 158 4 280 373 5 438 729 6 630 1, 260 7 858 2, 001 8 1 , 120 2 , 987 9 1,418 4, 253 10 1 , 750 5, 833 DISTANCE FROM DESIGN AREA OF COMP SHEAR TOP OF WALL(FT) DEPTH(IN) STEEL(SI) STRESS STRES 1 5 . 30 0 . 00 1 0 . 3 2 5 . 30 0 . 01 11 1 . 2 3 5.30 0. 02 38 2 .8 4 5 . 30 0. 05 90 5 .0 5 5.30 0 . 09 175 7 . 7 6 9.30 0 . 09 98 6 .4 7 9. 30 0. 15 156 8 . 6 8 9 . 30 0 . 22 233 11 . 3 9 13 . 30 0 . 22 162 10 .0 10 13 . 30 0 . 30 223 12 . 3 /\3 JOBNUMBER: 290-310 AtN»-^PM\^i it i t4 JOB DESCRIPTION: LA COSTA VALLEY TERRACE , CARLSBAD,CA AttOt-ls^UUl 1 BASE DES,IGN SOIL DENSITY 110 PCF ALLOWABLE BEARING PRESSURE 3,000 PSF LATERAL BEARING PRESSURE 100 PSF/FT. COEFFICIENT OF FRICTION 0.35 FC' OF BASE CONCRETE 2,000 PSI THERE IS NOT A SLAB OVER THE TOE. SLOPE OF BACKFILL (RISE/RUN) 0.00 IMPOSED AXIAL LOAD 0 PLF DESIGN TOE LENGTH 3.3 3 FT. DESIGN BASE LENGTH 6.00 FT. DESIGN EFFECTIVE DEPTH 8.66 IN. TOE STEEL 0.408 SQ. IN. / FT. HEEL STEEL 0.264 SQ. IN. / FT. DESIGN TOE PRESSURE l,llS PSF DESIGN HEEL PRESSURE 160 PSF A KEY IS NEEDED. OVERTURNING SAFETY FACTOR 2.1 andali 8i Associates. Inc. dba Engineering — Consultants Materials Testing PROJECT IA UhW^y by n n date S/^g sheet A4- of IT" k.J/ AviAL U^/M-J <y~ .... ^ ^ 7^x3^ ^7(7/^lF 55u 7c> (w/MNPt^tj 9194 Carmel Valley Read, Del Mar, C A 99014 619-755-8854 Job no £7 andali & Associates, Inc. dba Engineering — Consultants Materials Testing P RO J ECT iA^Lc^^ v^uv^x by HY^ date 3/ ^ o sheet As of A5 2yA_. = I^P^P ^KLcr^t^ r _:^C3UT ^:x3£^i^ >J MAX ^PAK) ^O'^C^'' ^e^CQ^ ^ \,S ^ MA \(J- /i^sv - \7.l4iyi^ 2_- -9- ^yji^' l\^C^i.l \tr^'' 9194 Carmel Valley Road, Del Mar, C A 99014 619-755-8854 Job no. 2'^p'3liy ENGINEERING SYSTEMS INC. STRUCTURAL CALCULATIONS PROJECT: La Costa Valley Terrace LOCATION: Carlsbad, CA CLIENT: Ken Purdy TABLE OF CONTENTS Design Data/Loads Roof/Floor Trusses, Headers, Misc. Lateral Notes/Shear Walls Schedule Footings Design VERTICAL/LATERAL ANALYSIS Unit A Vertical Lateral Unit B Vertical Lateral Unit C Vertical Lateral Unit D Vertical Lateral Unit E Vertical Lateral FOUNDATIONS Retaining Walls ADDENDUM A (3/7/90) Retaining Wall/Balcony Fraining ADDENDUM B (3/19/90) Retaining Wall Sketch/Restrained Wall ADDENDUM C (4/09/90) Retaining Wall Design (4'8") ADDENDUM D (5/07/90) Revised Footing Ties Reinforcement ADDENDUM E (5/10/90) Alternate Beam Sizes Sheets Gl -G2 Sheets G3 -GB Sheets GLl - GL2 Sheet GFI Sheets AVI - AV7 Sheets ALI - ALIO Sheets BVl - BV4 Sheets BLl - BLl 2 Sheets CVI - CV4 Sheets CLI - CL7 Sheets DVI - DV4 Sheets DLl - DL7 Sheets EVI - EV3 Sheets ELI - ELI 3 Sheets Fl -FB Sheets Al -• A5 Sheets Bl -• B5 Sheets 1 -4 Sheets 1 -3 Sheets 1 -4 January 26, 1990 Job No. 290-310 2194 CARMEL VALLEY ROAD DEL MAR. CALIFORNIA 92014 61S?55aSS4l La Costa Valley Terrace (Ken Purdy) ADDENDUM E 5/10/90 Schedule (Alternate Beam Sizes) Alternate Beam Designs Sheet 1 Sheets 2-4 Job No. 290-310 2194 CARMEL VALLEY ROAD DEL MAR, CALIFORNIA 92014 19 ft 3 < m o a O ft s • 1 ^ '3" ^ • w \'.'i> ''-<y ''^'.^ ^ 3-^ y^ • 4 « 8 S o cr 0 4US 0. andali 8t Associates, Inc. dba Efl§mt6rfng — consultants Materlials Testing PROJECT r^^^ Cyy^c^ \Jod\^^ byj±b date 4-/^^ sheet. -2. of srea/-.' -^.po-y.. - Af^^l;^ ^ VM«5;t 2,2. j - -7 ^ I M in :xkY/^h,yciiJr= 77'$ iy UJ3X -Vco'. /'^^ 7^'ii^i-yi^t^t^c^ - \c^.^>y 9194 Carmal Vallay Road, Del Mar, CA 99014 619-755-8854 ! . Job no. ^9^-41^ andali & Associates, Inc. dba Engineering — Consultants Materials Testing PROJ ECT ^sTi\ v/b.u^r by__JfcLtL__ date sheet. 3. of oH' & \ & ( 3 ) l^^l" X- ^1 W - • i I i I ! 9194 Carmal Vallay Road, Dal Mar, CA 99014 619-755-8854 Job no.Jl£zAhP> andali & Associates, Inc. dbi EM)lil«6rlng^ Consultants Materials Testing PROJ ECT I A c^^lA V^LLaELV by t-1 I-t date ^::Sgv\Z-L-^:SAg> r"^^ sheet ^ of AL fe A -Sip .-^^'^'-^J' (.;:^) \yy^ x w^::^' If FC C = Z,V4h/ ('^Lf^ V^'^Ce. - \(yc> \ a . ..-7/.7" 2. ^, I' v- ;v^* ^ I If) -ZJl-VLcS Ca- — i I^X 12 i ! :-5i< C^^- 3^ 11^1' \ y ^ " A i w ) ^. I f3x 12- '6 ' i : i ^X)2 <=^' 9194 Carmal Vallay Road, Dal Mar, C A 99014 619-755-8854 fc^' ^rlZ" at6. Job no. ^fp'^li^ ENGINEERING SYSTEMS INC. 6ia75S-S654l STRUCTURAL CALCULATIONS PROJECT: La Costa Valley Terrace LOCATION: Carlsbad, CA CLIENT: Ken Purdy TABLE OF CONTENTS Design Data/Loads Roof/Floor Trusses, Headers, Misc. Lateral Notes/Shear Walls Schedule Footings Design Sheets Gl - G2 Sheets G3 - GB Sheets GLl - GL2 Sheet GFI VERTICAL/LATERAL ANALYSIS Unit A Vertical Lateral Unit B Vertical Lateral Unit C Vertical Lateral Unit D Vertical Lateral Unit E Vertical Lateral FOUNDATIONS Retaining Walls Sheets AVI - AV7 Sheets ALI - ALIO Sheets BVl - BV4 Sheets BLl - BLl2 Sheets CVI - CV4 Sheets CLI - CL7 Sheets DVI - DV4 Sheets DLl - DL7 Sheets EVI - EV3 Sheets ELI - ELI3 Sheets Fl - FB January 26, 1990 Job No. 290-310 2194 CARMEL VALLEY ROAD DEL MAR, CALIFORNIA 92014 ^6-11^ andali 8t Associates, Inc. dba Cnglneorlhg — Consultants Materials Testing PROJ ECT 1^ yi^-xVK wM-L^r . C-A by date </1o sheet of /BdCT-:. -TAMH.^»2_i' IN! '^=^-Y'uJ|?c>b I MM : 4 :.. • y e> „ ; \ Sooo PiifF fc^VdvA>*v^.;<, ;'5eKe\ot., T&€35>«'^ 'ylOP, QUO -f—y- \--y A—U 1 ...^...i..... ...1. X-i j9194 Carmal VaHay Road, Del Mar, C A 99014 61^7^:8854 -\-Jobno-J^jm Randall 8t Associates. Inc. IBi^Elliinttiifii^ Goniultantf i Materials Testing PROJECT IJ^ co^^(\ \it^)jjEX by ,,Hn date l/^c? sheet ^2- of ,.,.1 \ KJSiVjVATiovj f:2.\qy t-iisc .J,L,. .3.0,., : \ .-:...J i.'<i^. J,„___: ,__„0 i L...: : yJAsf^ • 1,5".! 13.5 piF n Pif • I ^ i i : ! I i 11^' Cyt4K\rk\J \ 'Ill Uut. Uor\5> i - ^Rs-^i L1 j L.,., „]_ H\t>0 : ! ,1 Ll I \ i. I i ! -j-—v .\..y....y -I—(•—(~ ^94 Carmel Yalley Read, Del Mar, C A 99014 619-755^8854 I i ^fy?\ -\ Job no. '^O-'^^O r andali & Associates. Inc. dba Engineering Consultants Materiais Testing PROJECT LA c^p^m \jNju€.Y by Hri date \Mc=> sheet _l££__of \\ y» y^ ' ! • M ^ \ \ ' '|i mi jaiyd Carmel Valley Road, Dei Mar, CA 9<MM4; i 61^-75^8854 Jdbno.i^lii^ andali & Associates. Inc. ^dblFEngmeerlng Consultants H t f Materials Testing PROJ ECT LA. c^srA KjALL^y- <^(^EkNL by date '/^ Q sheet • "^-t4r of TRUSS //MTo UAH' 0\eeY\K?c,; ~r\l£ e^oF (^ATIHTCI^^QVZ. uuiTb) iir ! 'yl .. .... : 3Z,^. • i . . 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Inc. ^onsuiianis Materials Testing .1 5i N PROJECT ^T^ L>MliLY by t^t^ date <Ho sheet A\/Z of 134^S5.;:^^V4J !l194 Carmel VaHey Road, Del Mar, C A 99014 619-7554M54 job no. ?l>'^lL> artdall fc Associatei, Inc. if^EHIIIIViring — Consultants Materiais Testing PROJ ECT LA C^A VAua by MM date sheet r..Vg» of I> 9194 Carmel VaHey Road, f>el Mar, CA 99014 619-755-8854 Job no. ^^-3lt> andali fc Associates .Inc. PROJECT LA ^pmpiiiiipi^l^l "El Materials Testing '( J-£V by HH da^»VlP sheet iicV^: .of_. V • , I ! 1?: t-1 .1 , 1 . 9194 Carmal Valley Road, Del Mar, C A 99014 619-755-8854 ....1. .1 i i ...1. ...1 L I Job no. iiidall fc Associates. Inc. Miteriais Testing PROJECT \J< ^^^5.TA VALLEV by H date \Hty sheet JilLL-o^ J44; 9194 Carmel Valley Read, Dal Mar, CA 99014 619-755-8854 Job no. 9^ '3>o :aftdallfc Associates > ind -'smm •wiijpwpij.i,!.., .aiwi.ii mM PROJECT lA Cl2^•v^ uAv\e.y by__tia—dateA/lib *heet 6L2M_of \ V4'x il7V IcA/cJ 2- ^194 Carmal Vallay Road, Dal Mar, C A 99014 619-1r55-8854 ^^^^i*-*^ Job no. _&ll3iip aridall fc Associatei. Inc. Materials Testing PROJ ECT 1^ c^^^ u^lue-V by HH^ date t/^D iheet ef 9194 Carmal Vallay Read, Dal Mar, C A 99014 619-755-8854 L£U6L I Job no. andali fc Associates. Inc. dba Engineering — Consultants ' Materiais Testing PROJ ECT LA ^£>TA VAU-^Y mSfcgA<ig. / <:::AgX-;saAt^, CA by H-H date W'^o sheet of UNIT C LATeJ^L, ANALYtis Lt:-V;&L_ A<2eA : u '4b;v Joy^ Z4-42.7 ^'iSI ^. lo16 2514 1 53,237 1 "^^i~^ 1.2-1 ^AS:fe SAAEA^ a>^\hi^'K "s^, a?n i 4?^£?2, -! • i -1-- €e>LKJ^ I 10 i63Mr vftQ^i: I ^ ^ ' i, i J lp] Vt/l ! 1 i ^ - ; i 1 1 i i. 9194 Carmel Valley Road, DellMaivCA 990M 619-755^54 j Job no. andali fc Associates, Inc. "^^^'-^^ - Consultants ' Materiais Testing PROJECT LA ^ATA i/A\i£V n^eieeA:^^ ^>g.L5£iAt>, CA by HV^ dato '/lo sheet. of. — = »^/2.x2S - 1121 ^ He - [(C'RSFAII^'I-S) +(nP.if X l4x1i52ji't.S/-3(>3i UPLlFr :<|>7rfE UAH tAC ->T22. UPU)|MJ<J LtlOB ^ y/r*/'X 4i;^i/ _r 2557' ^cy^r = SoGi^K'i ^\ 2-l,6-?U \~ HIS, ;/'^/^r.^.9i-:^^^M.5c.*''i UFL\P1- ~(^%^\r '2A\^l^ ^1 2y] n i- kl^Ll— Usd HS.TI S(/7 9194 Carmel Valley Road, Dei Mar,CA 99014 619-755-8854 1 : • I I I . ...i.i I i i Job no. andali fc Associates. 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[andail fc Associates, Inc. labapiislnaarlng Consultants "Matariaii Testing PROJECT/,M CQAi.tA 1/IIIA.BM^Y' ^ •"" shaetL£-V L_of 3> >0 1 "71 9194 Carmel VaHey Read, Del Mar, CA''99014 619755-8854 Job no. [andali fc Associates, Inc, PROJECT LO ^.00^<xa vJftLL^ ibilEltilltaarlna ^ Consultants Matariaii testing date L-lA ejz. .Of. 9194 Carmel vaHey Read, Del Mar, CA 99014 619 7814884 andail fc Associates, Inc, vonsuiianis Matariaii Teiting '0 1 'il .1 fciS**!*'" • 9194 Carmel Valley Road, Dei Mar, C A 99014 619-785-8854 Johno. 9o,J^o andali fc Associates, Inc. dba Engineering — Consultants Materiais Testing PROJECTCoA<.t(\ ^^g^r by K^??- date V^^^ TBRRpCB^ Cf^pL<sf^riR^.Ciq Sheet of. HJAJIT-^^' Unr^Rx^i. OF<^/r^Ay )4- 7^^ IT 9194 Carmal Vallay Road, Dal Mar, C A 99014 7' 619-755-8854 Job no. ,U-?IO andail fc Associates. Inc. dba Engineering — Consultants Materials Testing PROJECT LQ <^Qfl<^<tft VlftLL^Y byK-'Z' date 0 sheet. 9194 Carmai valley Road, Dal Mar, CA 99014 619-755-8854 Job no .9o -?/o andali fc Associates. Inc. ""^^''''^^^d^ - Consultants ^Materials Testing Sheet EL^'l of 9194 Carmal Vallay Road, Del Mar, C A 99014 619-755-8854 Job no. ^Q-Jro andail fc Associates. Inc, "'^'''•^'^^ - Consultants Materiais Testing LHV/^U .oo 7.- looo f-i ooo 2 1 <a\u' . I3> \3o6 Q ikS z \'i.Sx( ^/t -f ^^li)- \%\ ,9194 Carmel Valley Road, Del Mar, CA 99014 619-755-8854 Job no. 'Jo-Slo andail fc Associates. Inc. dba Inglneering — Consultants M Materials Testing pnoiECJ}.n<rnmin V/QI.LFY by 2 date V 9 o ^^mCB ^C^ffL^{^/:\r^^. CA sheet_£/M.of — I ...'•i.-i—. •• ^——. Ill « I I. I.I..I, •ii.iiMiii yfffmtmmm^^mm^mmm^mt^^m^a^m. LFuf^uS i gj^lO 19: fi^ S.'iy 2rx ^VM=rMoi5' £r- (5^o\/r-(^Mi . 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Inc. dba Engineering — Consultants Materiais Testing PROJECT Ll^ rnf\m vJfiLL^X by_Jdl:Z:_date_J^ 'J^Wf^OCf^ .^J^P{L<s(^n(^ sheet£jLM_of yy^Ri^ f)\' f=^s^ iyu (s-f /uijx^^^^^^^ (^M-o^ JW /lu^) -sSU^ /, - Soif/^rs < ^^o' F*<=.e)TiVc- ^i-i^*- 3 op.o^ - id.3:f^.'^;4L4I .... ... jj,-.—^ , i 1 ! ^ 1 . ! 5T)?F<L ^ (; /toT: (J '-f^* vj^n r. 9194 Carmel Valley Road, Del Mar, CA 99014 61^-755-8854 Job no - '^o ' ?/o Randall fc Associates, Inc. Consultants ^ Materiais Testing PROJECT Lft rmq^-t A vmU.^)^ by Vf-T date Vijo gF7Ffftcf:r.c/^ftUS6arN sheet £Li/__of - 26 ^^^6; t- u = miy}i.^^qU^-i^y ^ ; ; - ... I .. \o 6^ cii/^ -it f'^^y^~yf\^oy\)Uif\)t ' , • I • I ^ ' \ ^ ' —>— 9194 CanmlVdIn Read, 0.1 Mw.CA 99014 619.TSS.WS4 Job no. ^O'Jlo andail fc Associates. Inc. dba Engineering — Consultants ' I 4 Materiais Testing PROJECT IA roftf T rv \/Aai=y by yf-1 date Q sheet £LM-_of ^)R40 6\ : /^^ l.^!>x /t^./^4,>^4^.>-3x2:rL: ?^ y p-pol^ Li?i/pL i W^'="S7,8SrT^^0 Ufg K:>/i|l.L tfPg <^ OD CPTrT ?o^^C- 29^0 :MJ^ Q9.I ay < 'ius,'^ e^t^ C^iAiS^. 4 S;^.^ ^c^tv^vu^ ^ 3 & t^/l 55"YliS|i |;7^, ?9 Fr 9194 Carmel Valley Road, Del Mar, CA 99014 619-755-8854 Job no. yp^-^/'Q andail fc Associates. Inc. dba Engineering — Consultants Materials Testing PROJECT iff <r.OB/tB Vfig^r by K-?^ date Vjc^ TfefiRftCg^rPil^LS>(?ftO ,.Cft sheet£Lja^of. Oe/K'c^ OJJ[<91«/- i>^)viu(M- AU^M. 4Uux ^ ^^^^ - ^ (^S^ T33 :^ Ii1(it, ^ 6\.1 [sff fx/o' i 4 ''^^ i ' , , i v"\ i \ - ";6.L ; • ?^/A'ixl.3^i 9194 Carmel Valley Road, Del Mar, CA 99014 619-755-8854 Job no. %^1\Q dba Engineering — Consultants Materials Testing andail fc Associates. Inc. PROJ ECT LA <:o^rA VALLEV by M n date l/^o sheet ___fl_of 7^ETA\K)ilO^ \oAV\ •1s6.4>t^n, I UdTToxM e4 ~ 2>5x :g>^^ = 21'6'5 : ,5>«^3 ^ • i ' i \. I ' i , \.y..l ^4 ^ ! ^ - 2q(.^&xi2, X 6.s.4 ^ 211 rbi ! <12 So FS»t u;: no im&Pc^cxioK/ i 1 ust 12" CH u WJ^V\ wj * ^<?j2» a.C ' \/fcVe-t- 6A6U .<=ACte Tc>& As swo^o^i * : M i M — I M i • M i M . KioTS.'. <>LA15 J -rfc>p|'<=>^ '^oueeo T^xbifg. "BACIC<^UJMLI A*o H 12.^ T>eAp 9194 Carmel Valley Road, Del Mar, C A 99014 619-755-8854 Job no. ^^'^'^ 20;19H DATE: JOB NUMBER: JOB DESCRIPTION: RANDALL AND ASSOCIATES, INC./ CONSULTING ENGINEERS 2194 CARMEL VALLEY ROAD, DEL MAR, CA 92014 1-26-90 90-310 LA COSTA VALLEY TERRACE F2 R E TAIN I NG WALLDE SIGN STEM DESIGN OF CONCRETE BLOCK FM' 1,500 PSI PSI PSI EQUIVALENT FLUID PCF FT STEM MOM ENTS A LND SHEARS DISTANCE FROM SHEARS MOMENTS TOP OF WALL(FT) POUNDS FOOT-LBS. 1 18 6 2 70 47 3 158 158 4 280 373 5 438 729 6 630 1,260 7 858 2,001 8 1,120 2,987 DISTANCE FROM DESIGN AREA OF COMP SHEAR TOP OF WALL(FT) DEPTH(IN) STEEL(SI) STRESS STRESS 1 5.30 0.00 1 0.3 2 5.30 ,0.01 11 1.2 3 5 . 30 0.02 38 2.8 4 5.30 0.05 90 5.0 5 5.30 0.09 175 7,7 6 9.30 0.09 98 6.4 7 9.30 0.15 156 8.6 8 9.30 0.22 233 11.3 JOB NUMBER: 90-310 JOB DESCRIPTION: LA COSTA VALLEY TERRACE BASE DESIGN SOILDENSITY 110 PCF ALLOWABLE BEARING PRESSURE.... 3,000 PSF LATERAL BEARING PRESSURE 100 PSF/FT. COEFFICIENT OF FRICTION 0.35 FC' OF BASE CONCRETE 2,000 PSI THERE IS NOT A SLAB OVER THE TOE. SLOPE OF BACKFILL (RISE/RUN) 0.00 IMPOSED AXIAL LOAD 0 PLF DESIGN TOE LENGTH 3.33 FT. DESIGN BASE LENGTH 5.00 FT. DESIGN EFFECTIVE DEPTH 8.66 IN. TOE STEEL 0.297 SQ. IN. / FT. HEEL STEEL 0.101 SQ. IN. / FT. DESIGN TOE PRESSURE 877 PSF DESIQN HEEL PRESSURE 11 PSF A KEY IS NEEDED. v-koUl.) OVERTURNING SAFETY FACTOR 1.9 , v^o\'L: use &''u;\t>e, x\z.^ VceY »^ ^IAB AB^OVE FTL, " ls.r>oT -PoU^-ejO TT^Votf. -Tt3 SK^F\UL»/OLI ACfANMiT U>AV\, \F SV\^ A^^\;S PTU 12^ PoOie^JD P^Die. andali fc Associates. Inc. t:''.miiiitmmmm.^^^9i. dba Engineering — Consultants Materiais Testing PROJ ECT LA COSTA \jAL.uaY n"sygeA(^ ^ CA^UUS&IK'^, CA by nv-l date Vio sheet of VoAU 'Se>>ou -^e-sireA^otJftk- ^ -TZS p if'^driav^ u/ ^**"^^ LoA«::> «So»ec-MA€Ae i - Z<3S = Tt, v=!s.P * 2167 I ' ' ' - AX< A>— \L c^vj -^TtorN 3-4 \C^"^ U^o^ =: £4PsFx. *i S4« ^ _ 4„ _ yyTy:^-y^ Fws T=A. i --i-ZSt^-^ i .2^*^ • ^.^i^- i i i i i 1 ^ ' • 9194 Carmel Valley Road, Del Mar, C A 99014 619-755-8854 Jobno._^i:^ fc Associates. Inc dba Engineering — Consultants Materiais Testing PROJECTf.^ M^ST^ \/f^U(=r by K-g- date 0 nf.Fim^B , CF\RtSg^\> , Cf\ sheet_£5_of 5 o|- L pro p&>^Tt^s ^ly(4tXiKoJ c^'yJx/Mw., ~ Ptcc s. Moxti/o/t .-4^Qo "^Z' p,oc-4: loo X t i ?cjo g- Oiy o. c 2:i:yL..:...y ^ ?^ot /. 9194 Carmel Valley Road, Del Mar, C A 99014 619-755-8854 Job no. andail fc Associates, Inc. "^^^"^^ba^nglnaaring - Consultants ^ Materiais Testing PROJECTLia \/^LLB(^ by ^ date V^O &prp)iaar^ CA(^L.^gt^O .C/V sheet_JE4^of ^Slf^l.U DiUFS/Q-K} . /nf JL__= l£lL>LiIL i ^ 16A 7,<r«< i .o^r 4. Vf'r iA 2 X i'^t)'^ ^(K^ •=. y^ 4 '/ ft:^' 'fl^xci ! 4:U l Umt^^ i : i 4 J;v?^;;^.?^^SLj!i...:-M....Li4F . A. ifi^Z-. 4 i : \.54^.xil4.| M.-Xril; , J ^ I---"- 1 9194 Carmal Vallay Road, Del Mar, CA 99014 619-755-8854 Job no. andail fc Associates. Inc. dba pnginaarlng — Consultants Materiais Testing PROJECT/.ft ^asr/» \mLLI?r by H-Tr dat. Vgo Sheet _EjL^of OU) -U—Ji- Mtk.^^ 38x^^ /^Ox .iti^xiVrr 2^(^1.9^./// p t ' ^ ^ ' • i • I = /^ox ^Vyi -f ^^xi:£ JS^o7^/r^ 7 " ' • Ll — : : ; I ; ^ ^dJi J f' /^JUn:^ lir \)l/m S^jSl-U :i^!t:^y ; i : ^, ^ , ig:.^7- ..; ! :,..^.| 4., ' ^ ! , ^ J [ ! 0 Y 9194 Carmel Valley Road, Del Mar, C A 99014 619-755-8854 Job no. /^ -^ /o ^ ^^^^^ [andailfc Associates. Inc. ' Materials Testing PROJ ECT Liq ^0<nA < V^LI.^ r by V(:J date V ^ 0 '^RRJ^C^ CaiQL^^^An Sheet ?& of R^T. \)UV^Lu ^(^es/-G^^/ )^Aw«^. ^ ^1 <(?.SZ^Vt ^//5r #M// .gy (Toy ( ? - ^AJ ^^^^^ - JLM ^ 4 M (HUM j!L\U^F-^ I .1. I... / • • . • M i = :-i.-4' . . : .-2. 4 M' i ^ iJ M ' ' ' " i TU£ u;^u PVU jl^yS^iCAC I J^^^uV^V^UJAJt^ 3s3\ L ASxA^f UiWlAoT- ^^^&ssi. : : . 4 : ..!...•' i... I,, •• • i 9194 Carmel Valley Road, Del Mar, C A 99014 619-755-8854 Job no. --310 e 3 A t( Ul 05-14-1990 15:03:48 TJSi:ing 3.00 - Application: RES FLOOR Stress Level iOOX Live Lo2d 40.0 psf Dead Load 14.5 psf Partition Load.... 0.0 psf TRUS JOIST CORPORATION Project Naie: LA COSTA VLLY. TERRACE Page Title: UNIT A Using UBC Building Code SPECIAL LOADS: f 1 Unif(psf) t 2 Uniflpsf) I 3 Conc(lbs) Deflection Criteria Live Load Total Load L > 0' L/360 L/240 Page 1 of 1 ami) FbtfMDArioKi For A/E Type of Sale Heiber Use SEAN Heiber Slope.... 0.000 / 12 Roof Slope 0.250 / 12 Slued Floor N Repetitive Heiber Use..... N Reinforced Overhangs N Load Stress 0. Load Midth Starting point Add/Repl 270 lOOZ 94 7- 0.00 0- 0.00 froi Lt Repl 400 lOOZ 140 13- 6.00 7- 0.00 froi Lt Repl 925 lOOZ 925 7- 0.00 froi Lt Add 4 Pes o-f 1.75"xl4" MICRO=LAM« LVL LUMBER 2800Fb @ 12.0" o/c 20- 4.00 IHPORTANTI The analysis presented beloK is output froi softnare developed by Trus Joist Corporation. AllOMable product values shown are in accordance with current Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have not been checked for conforeance with the design dranings of the building, Shear!lb) Hoient(ft-lb) Oefiection(in) naxiiui 6215 34167 Design 5555 34167 0.840 0.559 AlloMable 18620 52002 ' 1.025 0.6B3 Span 1 Control 3351 152Z L/293 L/440 RIGHT end Span 1 under lOOZ stress TOTAL Load niD Span i under lOOZ stress TOTAL Load HID Span i under Total Load criteria NID Span 1 under Live Load criteria Design Total Load Reaction!lb) 5990 6215 Live Load Reaction(lb) 3955 4260 Hiniiui Searing Length(in) 1.5 2.1 1.5 2.2 Kaxitui Unbraced Length(in) 204 CoBvriQht TRUS JOIST CORPORATION 1990. 3 0 1 e FROM XR(_IS JOIS-T Si=<M DIEC50 TO f=tMnME: ir-1 F= (=1 G E . (3 3 3 05-14-1990 14:54:26 TJSizing 3.00 SIZE ^^SjtNliC^L-V'S I S TRUS JOIST CORPORATION Page 1 of 1 (Illll) Project Naie: LA COSTA VLLY. TERRACE Page Title: UNIT A founo/ir[\o^ Application: RES FLOOR Stress Level lOOZ Live Load 40.0 psf Dead Load 14.5 psf Partition Load.... 0.0 psf SPECIAL LOAOS: f 1 Uniffplf) Using UBC Building Code For A/E Type of Sale Deflection Criteria Live Load Total Load L > 0' L/360 L/240 Heiber Use BEAN Heiber Slope.... 0.000 / 12 Roof Slope 0.250 / 12 Glued Floor N Repetitive Keiber Use N Reinforced Overhangs N L. Load Stress D. Load Kidth Starting point Add/Repl 300 lOOX 300 3- 6.00 0- 0.00 froi Lt Add 1.75">;14" MICRO=LAM« LVL LUMBER 2800Fb e 12.0" o/c 3- 6.00 12- 8.00 IKPORTANT! The analysis presented beloH is output froi software developed by Trus Joist Corporation. Allotiable product values shotm are in accordance Hith current Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have not been checked for conforiance Mith the design dravings of the building, a; The load conditions considered in this design include Alternate leiber loading. Haxiiui Design AUoMable Control Shear(lb) 2313 1542 < 4655 . 3022 LEFT Overhang under 1001 stress ALTERNATE span load «oient(ft-lb) 4047 4047 < 13001 3211 LEFT Overhang under lOOI stress ALTERNATE span load Deflection(in) 0.143 < 0.350 2L/5B9 LEFT Overhang under Total Load criteria 0.080 < 0.233 2L/999+ LEFT Overhang under Live Load criteria Overhang Span 1 Design Total Load Reaction!ib) Live Load Reaction(lb) Hiniiui Bearing Length(in) Naxiiui Unbraced Length(in) 3017 230 1608 253 2.5 4.3 1.5 1.5 167 297 Copyright TRUS JOIST CORPORATION 1990. 3 ei 0 • BID 1=1 ^ 1 05-14-1990 15:28:30 TRUS JOIST CORPORATION Page 1 of 1 (Illll) Project Nate: LA COSTA VLLY. TERRACE Page Title: UNIT A Z"^ TJSizing 3.00 Using UBC Building Code Application: RES FLOOR Stress Level lOOZ Live Load 40.0 psf Dead Load 14.5 psf Partition Load.... 0.0 psf Deflection Criteria Live Load Total Load L } 0' L/360 L/240 For A/E Type of Sale Heiber Use BEAN Heiber Slope.... 0.000 / 12 Roof Slop 0.250 / 12 Glued Floor N Repetitive Heiber Use N Reinforced Overhangs N SPECIAL LOADS; L. Load Stress D. Load Hidth Starting point Add/Repl I I Unif(psf) 40 lOOZ 14 17- 0.00 0- 0.00 froi Lt Repl i 2 Cone(lbs) 934 lOOX 934 0- 0.00 froi Lt Add 1.75">:14" MICRO=LAM« LVL LUMBER 2800Fb & 12.0" o/c 2- 0.00 15- 0.00 IHPORTAKT! The analysis presented below is output froi software developed by Trus Joist Corporation. Allowable product values shown are in accordance with current Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have not been checked for conforiance with the design drawings of the building, ~ The load conditions considered in this design include Alternate leiber loading. Haxiiut Design Allowable Control Shear(lb) 1989 1918 < 4655 243Z LEFT Overhang under 1002 stress TOTAL Load KoientIft-lb) 3857 3857 < 13001 337Z LEFT end Span 1 under lOOZ stress TOTAL Load Deflection(in) 0.082 < 0.200 2L/5e6 LEFT Overhang under Total Load criteria 0.048 < 0.133 2L/999+ LEFT Overhang under Live Load criteria Overhang Span 1 Design Total Load Reaction(lb) Live Load Reaction!lb) Kiniiui Bearing Length!in) Kaxiiui Unbraced Length(in) 2698 325 1444 300 2.2 3.8 1.5 1.5 176 297 Copyright TRUS JOIST CORPORATION 1990. 0 0:31 O E 05-14-1990 15:25:36 SIZE i==»rM«=^l_ VS I s TRUS JOIST CORPORATION Page 1 of 1 (IIUI) ft 2^^ PtR Project Naie: LA COSTA VLLY. TERRACE Page Title: UNIT TJSizing 3.00 Using UBC Building Code For A/E Type of Sale Application: RES FLOOR Stress Level lOOZ Live Load......... 40.0 psf Dead Load..., 14.5 psf Partition Load,... 0.0 psf SPECIAL LOADS: I 1 Uniflpsf) X 2 Unif(psf) Deflection Criteria Live Load Total Load L > 0" L/360 L/240 Heiber Use BEAN Heiber Slope.... 0.000 / 12 Roof Slope 0.250 / 12 Glued Floor N Repetitive Heiber Use N Reinforced Overhangs N Pc« L. Load Stress 0. Load Hidth Starting point Add/Repl 330 lOOZ 170 13- 6.00 0- 0.00 froi Rt Repl 0 lOOZ 0 7- 0.00 0- 0.00 froi Lt Repl :i4" MICRO=LAM« LVL LUMBER 2800Fb & 12.0" o/c 20- 6.00 INPORTANTI The analysis presented below is output frot software developed by Trus Joist Corporation. Allowable product values shown are in accordance with current Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have not been checked for conforiance with the design drawings of the building, Haxiiui IDesign Allowable Control Shear!lb) 4657 4059 < 9310 229Z RIGHT end Span 1 under lOOZ stress TOTAL Load Hoientlft-lb) 21151 21151 < 26001 , 123Z HID Span 1 under lOOZ stress TOTAL Load Deflection!in) 1.003 < 1.025 L/24S HID Span 1 under Total Load criteria 0.641 < 0.663 L/3B4 HID Span 1 under Live Load criteria Design Total Load Reactiondb) Live Load Reactiondb) Hiniiui Bearing Length(in) Haxiiui Unbraced Length(in) Span 1 2352 1467 1.5 1.7 4657 2988 1.9 3.3 B4 Copyright TRUS JOIST CORPORATIOH 1990. ; o <a • 3 E> t=( <=j IT ei e 05-14-1990 15:31:11 SIZE: rvl i_ Y S I S TRUS JOIST CORPORATION Page 1 of 1 (Illll) Project Naie: LA COSTA VLLY. TERRACE Page Title: UNIT A TJSizing 3.00 Application: RES FLOOR Stress Level. lOOZ Live Load 40.0 psf Dead Load 14.5 psf Partition Load.... 0.0 psf SPECIAL LOADS: I 1 Unif(psf) t 2 Conc(lbs) Using UBC Building Code For A/E Type of Sale Deflection Criteria Live Load Total Load L > 0' L/360 L/240 Heiber Use 6EAH Heiber Slope.... 0.000 / 12 Roof Slope 0.250 / 12 Slued Floor N Repetitive Heiber Use..... N Reinforced Overhangs N L. Load Stress D, Load 40 1001 14 934 lOOZ 934 Nidth Starting point Add/Repl 17- 0.00 0- 0.00 froi Lt Repl 0- 0.00 froi Lt Add 1.75"xl4" MICRO=LAM« LVL LUMBER 2800Fb Q 12.0" o/c 3- 6.00 13- 6.00 IHPORTANT! The analysis presented below is output froi software developed by Trus Joist Corporation. Allowable product values shown are in accordance with current Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have not been checked for conforiance with the design drawings of the building, •> The load conditions considered in this design include Alternate leiber loading. Uplift exceeds 200 lbs. for unbalanced load. Kaxiiui Design Allowable Control Shear(lb) 2079 2009 < 4655 2321 LEFT Overhang under 1001 stress TOTAL Load Hoient(ft-lbl 6907 6907 < 13001 iSBZ LEFT Overhang under 1001 stress TOTAL Load Oeflection(in) 0.279 < 0.350 2L/301 LEFT Overhang under Total Load criteria 0.150 < 0.233 2L/560 LEFT Overhang under Live Load criteria Overhang A Span 1 A Design Total Load Reactiondb) 2998 156 Live Load Reactiondb) 1604 270 Hiniiui Bearing Length(in) 2.4 4.2 1.5 1.5 Naxiiui Unbraced Lengthlin) 87 297 Copyright TRUS JOIST CORPORATION 1990. 05-14-1990 15:19:09 SIZE tNj |_ Y S I S TRUS JOIST CORPORATION Page 1 of 1 (Illll) Project Naie: LA COSTA VLLY. TERRACE Page Title: UNIT A TJSizing 3.00 Using UBC Building Code For A/E Type of Sale Application: RES FLOOR Stress Level 1001 Live Load 40.0 psf Dead Load 14.5 psf Partition Load.... 0.0 psf SPECIAL LOADS: * 1 Uniflpsf) f 2 Concdbs) Deflection Criteria Live Load Total Load L > 0' L/360 L/240 Heiber Use BEAN Heiber Slope.... 0.000 / 12 Roof Siope 0.250 / 12 Glued Floor N Repetitive Heiber Use N Reinforced Overhangs N L. Load Stress D, Load Hidth Starting point Add/Repl 53 1001 20 20- 6.00 0- 0.00 froi Lt Repl 2170 1001 700 6- 0.00 froi Lt Add 2 Pes o-f 1.75"xl4" MICRO=LAM« LVL LUMBER 2800Fb @ 12.0" o/c 20- 6.00 IHPORTANT! The analysis presented below is output froi software developed by Trus Joist Corporation. Allowable product values shown are in accordance with current Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have not been checked ^or conforiance with the design drawings of tbe building, a Haxiiui D^esign Allowable Sheardb) 2907 2808 < 9310 HDient(ft-lb) 15904 15904 < 26001 Deflection(in) 0.485 < 0.683 0,681 < 1.025 Span 1 Design Total Load Reactiondb) Live Load Reactiondb) Hiniiui Bearing Length!in) Naxiiui Unbraced Length!in) 2907 2078 1.5 2.1 Control 3321 1631 L/508 L/361 LEFT end Span 1 under 1001 stress TOTAL Load HID Span 1 under 1001 stress TOTAL Load HID Span 1 under Live Load criteria HID Span 1 under Total Load criteria 1717 1178 1.5 1.5 130 r.novrinht TRUS JOIST CORPORATION 1990. (18-24-1990 14:18:54 TJSizing 3.01 ~ Residential Floor Stress Level 1007. Live Load 40.0 pst Dead Load 15.0 psf Partition Load.... 0.0 psf S I Z: E ff. M s-'ii i Y S I £S Tr<uS JOIST C!Jf^pnF<ATION Project Naffie: LA CBSTA VALLEV TERRACt Using UBC Building Code Deflection Criteria Live Load Total Load L < 15' L/360 L/240 L = 15' to 20' 0,50" L/240 L > 20' L/480 L/240 Page 1 of 1 (E-AKX)!! For fl/E Type of Sale Heiber Use JOIST Plesber Slope.,.. O.m i 12 Roof Slope 0.000 / 12 Slued Floor i Repetitive Meiber Use Y Reinforced Overhanqs N 14" T3I35GX'^ y 19.2" 14- 9.CKj IfPHTffil! The afislysis presented below is output km software developed by Trus Joist Corporation. Allowable product values shown are in accordarce with current Trus Joist Corporation saterials and code accepted design values. The specific proiict application, input desiqn loads .2nd stated diaensions have been provided by others, have not been checked for conforiance with the desiqn drawings of tha building The load conditions considered in this design incluiJe Alternate meifaer loading. Right overhang say require bottoi chord bracing. MaxisRiffi Design Allowable Shear (Ib.i 629 629 < 2125 flosent (ft-lb) 2246 2246 < 6635 Defisctionfin! 0.123 < 0.492 0.157 < 0.735 A Span 1 MaxifiUB Total Load Reactiondb) Live Load Reactiondb) Assuffied Bearing Lengthen) Maxisui Unbraced Lenathcin) 629 472 mi. LEFT end Span 1 under 10(!7. stress ALTERNATE span ioad 295!: illD Span 1 under IOOX stress ffi-TERNATE span load L/999+ MID Span 1 under Live Load criteria L/9Y9+ HID Soan I under Total Load criteria uverhanq 846 71 102 Copyright TRUS JOIST CORPORATION 199(i. TJi and MICRO=L(* ars reaistered tradeiiiarks of TRUS JOIST COFf'ORATION. 08-24-1990 14:10:36 TJSizing 3.01 - Residentiai Floor Stress Level 100?. Live Load 40,0 psf Dead Load !5.0 psf Partition Load.... 0.0 psf 14 £3 :i: z: E;: r-'^ N f '^i L__ V S I S Page i of i TRUS JOIST CORPORATION (E-AlOOl) Project Naue: LA CQSTA VALLEY TERRACE L\H)"T f (..(OoR Using UBC Building Code For A/E Type of Saie Deflection Criteria Live Load Total Load Mesber Use JOIST L < 15' L/360 L/240 Hesber Slope.... 0.000 / 12 L = 15' to 20' 0.50" L/240 Roof Slope 0.000 / 12 L ) 20' L/4e0 L/240 blued Floor Y Repetitive Meeber Use Y Reinforced Overhangs...... M TJI350X'* JOIST la 19.2" o/c ^""Is-Too ^~i~6yoo IMPORTANT! The analysis presented below is output froi software developed by Trus Joist Corporation. Allowable product values shown are in accordance with current Trus Joist Corporation laterials and code accepted design values. The specific product application, input desiqn loads and stated diiensions have been provided by others, have not been checked for conforiBance with the design drawings of the building The load conditions considered in this design include Alternate teiber loading. flax i sus Dssign Allowable Sheardb) 69! 691 < 2125 f1offlent!ft-l6) 2715 2715 6635 Ceflection(in) 0.157 < 0.500 y. z IJ < 0.738 3072 LEFT end Span 1 under 1002 stress ALTERNATE span ioad 2442 MID Span 1 under 1002 stress ALTERNATE span load L/999+ HID Span 1 under Live Load criteria L/679 HID Span 1 under Total Load criteria Maxiaua Total Load fieacticniib) Live Load Reactiondb) Assuffied Bearing Lenqthdn) riaxiiBut Unbraced Lenqthdn) Span 1 691 504 . Id 65 Overhang 831 605 3.50 115 Copyright TRUS JOIST CORPORATION 1990. TJI and 11ICR0=LA11 are reqistered trademarks of TRUS JOIST CORPORATION. 85-24-199e SIZE ftlxlftL-YSIS TRUS JOIST CORPORATION GUY Page 1 of 1 (Xlliei) TJSizing 3.M Project Naae: Lfl COSTfi Using UBC Page Title: #10-8-6684 Building Code Ql^'T A Poo" For fl/E Type of Sale Application: NON SNOU ROOF Stress Level 125* Live Load 26.0 psf DeadLoad......... 17.0 psf Partition Load.... 0.8 psf SPECIft. LOADS: « 1 Conc(plf) t 2 Unif(psf) Deflection Criteria L > 0' Live Lciad L/240 Total Load L/180 NeMber Use JOIST Menber Slope.... 0.1^ / 12 Roof Slope 0.375 / 12 Glued Floor N Repetitive Menber Use Y Reinforced Overhangs N L. Load Stress D. Load Hidth 64 125% 120 0 125* 17 8- 0.00 Starting point fldd/Repl 6- 0.00 froH Lt Add 0- 0.00 from Lt Repl 14" TJI350X" JOIST & £4.0" o/c 20- 6. IMPORTANT! The analysis presented beloM is output frm software developed by Trus Joist Corporation, flllowable product values shown are in accordance with current Trus Joist Corporation Materials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have not been checked for conformance with the design drawings of the building MaxinuH Design flllowable Control Sheardb) 840 640 ( 2655 316)C Mouent(ft-lb) A764 4764 ( 8294 174< Deflection(in) 0.662 ( 1.367 L/361 I 9.262 ( 1.025 L/874 Span 1 A Design Total Load Reactiondb) 725 840 Live Load Reactiondb) 230 398 flssuned Bearing Length(in) 2.25 2,25 Maxinun Unbraced Length(in) 49 Rimi end Span 1 under 125* stress TOTAL Load MID Span 1 under 125* stress TOTffl. Load MID Span 1 under Total Load criteria MID Span 1 under Live Load criteria ««• Copyright TRIB JOIST COITORflTION 1990. TJI and MICO=LAM are registered tradeisarks of TRUS JOIST CORPORATION. »« indicates a tradesiark of TRUS JOIST CORPORATION. 2 I .ei " 3 o 05-14-1990 16:13:48 SIZE <!^lvj^L_ YS I S TRUS JOIST CORPORATION Page 1 of 1 (llllll Project Naie: LA COSTA VLLY. TERRACE Page Title: UNIT 8 f(>^>^CV\'X]9tS TJSizing 3.00 Application: RES FLOOR Stress Level 1002 Live Load 40.0 psf Dead Load 14.5 psf Partition Load.... 0.0 psf Using UBC Building Code Deflection Criteria Live Load Total Load L > 0' L/360 L/240 For A/E Type of Sale Heiber Use BEAN Heiber Slope.... 0,000 / 12 Roof Slope 0.250 / 12 Glued Floor N Repetitive Keiber Use N Reinforced Overhangs N SPECIAL LOADS: I 1 Concdbs) L. Load Stress D. Load 1828 1001 1828 Hidth Starting point Add/Repl 0- 0.00 froi Lt Add 2 Pes o-f 1.75"xl4" MICRO=LAM'=« LVL LUMBER 2800Fb @ 12.0" o/c 3- 6.00 " 13- 0.00 INPORTANTI The analysis presented below is output froi software developed by Trus Joist Corporation. Allowable product values shown are in accordance with current Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diiensiflnsJiaxe been provided by others, have not been checked for conforiance with the design drawings of the building, ai " The load conditions considered in this design include Alternate leiber loading. Uplift exceeds 200 lbs. for total load. Uplift exceeds 200 lbs. for unbalanced load. Haxiiui Design Allowable Control Sheardb) 3891 3813 < 9310 2441 LEFT Overhang under 1001 stress ALTERNATE span load Hoient(ft-lb) 13207 13207 < 26001 1972 LEFT Overhang under 1001 stress ALTERNATE span load Deflection(in) 0.265 < 0.350 2L/317 LEFT Overhang under Total Load criteria 0.138 < 0.233 2L/610 LEFT Overhang under Live Load criteria Overhang Span 1 Design Total Load Reactiondb) 5343 -69 Live Load Reaction!lb) 2739 260 Hiniiui Bearing Lengthlin) 2.2 3.B 1.5 1.5 Haxiiui Unbraced Lengthlin) 161 0 Coovrioht TRUS JOIST CORPORATION 1990. 08-24-1990 14:12:14 -J, JL .,1;;. TJSizing 3.01 - Residential Floor Stress Level 1002 Live Load 40.0 psf Dead Load,. 15.0 psf Partition Load.... 0.0 psf .fZii I-, J jCit L_ V 'ti I £3 TRUS J01ST C;0P.P0RAT10N Page 1 of i (E-A1001) Proiect Naaie: LA COSTA VALLEY TERRACE Ll N-lT fht-Oc^ ^ fLcxj(L Using UBC Building Code For A/E Type of Sale Deflection Criteria Live Load Total Load L < 15' L/360 L/240 L = 15' to 20' 0.50" L/240 L > 20' L/480 L/240 14" TJI35QXf* JOIST @ 19.2" Meiber Use JOIST Heaber Slope.... 0.000 / 12 Roof Slope 0.000 / 12 Glued Fioor Y Repetitive Mesber Use Y Reinforced Overhanqs N 16- 6.( 9- 0.00 IHPORTANT! The analysis presented below is output frosi software developed by Trus Joist Corporation. Allowable product values shown are in accordance with current Trus Joist Corporation materials and code accepted design values. The specific product application, input desiqn loads and stated diaensions have been provided by others, have not been checked for conforiance with the design drawings of the building The load conditions considered in this design include Alternate ieaber loading. Heb stiffeners are required at bearing 2 Sheardb) Hoient(ft-lb) Deflection(ln) Maxisus 863 Design 760 2252 0,117 0,157 Allowable Control 2125 2802 RIGHT end Span 1 under 1002 stress TOTAL Load 6635 2952 LEFT end Span 2 under 1002 stress TOTAL Load 0.500 L/999+ MID Span 1 under Live Load criteria 0.825 L/999+ MID Snan 1 under Total Load criteria Span 1 bpan Maxiiuis Total Load Reactiondb) 603 1509 Live Load Reactiondb) 443 1097 263 Assuied Bearing Lengthdn) 2.25 3.50 2.25 Maxima Unbraced Lenqth(in) 74 71 115 Copyright TRUS JOIST CORPORATION 1990. TJI and MICRO=LAM are reaistered tradeisarks of TRUS JOIST CORPORATinfJ. 05-14-1990 16:31:36 SIZE i==»fsJ«=2«L_ VS I S TRUS JOIST CORPORATION Page 1 of 1 (Illll) Project Naie: LA COSTA VLLY. TERRACE Page Title: UNIT C fou^JOATlohJ - TJSizing 3.00 Using UBC Building Code For A/E Type of Sale Application; RES FLOOR Stress Level 1001 Live Load 40.0 psf Dead Load 14.5 psf Partition Load.... 0.0 psf Deflection Criteria Live Load Total Load L > 0' L/360 L/240 Heiber Use BEAN Heiber Slope.... 0.000 / 12 Roof Slope 0.250 / 12 Slued Floor N Repetitive Heiber Use N Reinforced Overhangs...... N SPECIAL LOADS: L. Load Stress 0. Load t 1 Concdbs) 1980 lOOZ 1980 Hidth Starting point Add/Repl 0- 0.00 froi Lt Add 2 Pes o-f 1.75">;14" MICRO=LAM" LVL LUMBER 2800Fb & 12.0" o/c 3- 0.00 * 16- 6.00 IHPORTANT! The analysis presented below is output froi software developed by Trus Joist Corporation. Allowable product values shown are in accordance with current Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided fay others, have not been checked for conforian^ejiith the design drawings of the building, The load conditions considered in this design include Alternate leiber loading. Uplift exceeds 200 Ibs. for unbalanced load. Haxiiui Design Allowable Control Sheardb) 4161 4083 ( 9310 2281 LEFT Overhang under 1001 stress ALTERNATE span load HoientIft-lb) 12182 12162 < 26001 2131 LEFT Overhang under 1001 stress ALTERNATE span load Deflection(in) 0.240 < 0.300 2L/300 LEFT Overhang under Total Load criteria 0.129 < 0.200 2L/559 LEFT Overhang under Live Load criteria Overhang Span 1 Design Total Load Reactiondb) Live Load Reactiondb) Hiniiui Bearing Lengthlin) Kaxiiui Unbraced Lengthlin) 5453 186 2801 330 2.2 3.8 1.5 1.5 177 472 "=* Copyright TRUS JOIST CORPORATION 1990, t- I C3 " 3 O t;! .iH e: 2 y,t=i UJ 05-14-1990 16:25:11 SIZE ii:^lNji=2|l_VS I S TRUS JOIST CORPORATION Page 1 of 1 (Illll) Project Naie: LA COSTA VLLY, TERRACE Page Title: UNIT C 5?<//vDAr7P'J TJSizing 3.00 Using UBC Building Code For A/E Type of Sale Application: RES FLOOR Stress Level 1002 Live Load 40,0 psf Dead Load 14.5 psf Partition Load.... 0.0 psf SPECIAL LOADS: t 1 Unif(psf) Deflection Criteria Live Load Total Load L > 0' L/360 L/240 Heiber Use BEAH Heiber Slope..,. 0.000 / 12 Roof Slope 0.250 / 12 eiued Floor N Repetitive Heiber Use N Reinforced Overhangs N L. Load Stress 0. Load Hidth Starting point Add/Repl 460 1001 170 20- 0,00 0- 0,00 froi Lt Repl 4 Pes o-f 1.75";!l4" MICRO=LAM« LVL LUMBER 2a00Fb & 12.0" o/c 20- 0.00 IHPORTANT! The analysis presented below is output froi software developed by Trus Joist Corporation. Allowable product values shown are in accordance with current Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided fay others, have not been checked for conforiance with the design drawings of the building, Naxiiui Design Allowable Control Sheardb) 6552 , 5788 < 18620 3222 LEFT end Span 1 under 1002 stress TOTAL Load Hoient(ft-lb) 32760 32760 < 52002 1591 NID Span 1 under 1002 stress TOTAL Load Deflectiondn) 0.544 < 0.667 L/441 NIO Span 1 under Live Load criteria 0.775 < 1.000 L/310 HID Span 1 under Total Load criteria A Span 1 A Design Total Load Reactiondb) Live Load Reactiondb) Hiniiui Bearing Lengthdn) Haxiiui Unbraced Lengthdn) 6552 4600 1,5 2.3 6552 4600 1.5 2.3 212 Coovrioht TRUS JOIST CORPORATION 1990. 05-14-1990 17:26:46 TJSizing 3.00 - Application: RES FLOOR Stress Level 1002 Live Load 40.0 psf Dead Load 14.5 psf Partition Load.... 0.0 psf SIZE AMAL-VSIS Paop 1 on TRUS JOIST CORPORATION (Illll) Project Naie: LA COSTA VLLY. TERRACE Page Title: UNIT C '^^^ Using UBC Building Code For A/E Type of Sale Deflection Criteria Live Load Total Load Heiber Use BEAH L > 0' L/360 L/240 Heiber Slope.... 0.000 / 12 Roof Slope 0.250 / 12 Glued Floor N Repetitive Heiber Use N Reinforced Overhangs N SPECIAL LOADS: L. Load Stress D. Load Hidth Starting point Add/Repl i 1 Concdbs) 893 1001 893 6- 6.00 froi Lt Add I 2 Unif!psf) 40 1001 16 25- 0.00 0- 0.00 froi Lt Repl 2 Pes o-f 1.75";; 14" MICRO=LAM'^ LVL LUMBER 2800Fb & 12.0" o/c 25- 0.00 IMPORTANT! The analysis presented below is output froi software developed by Trus Joist Corporation. Allowable product values shown are in accordance with current Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have not been checked for conforiance with the design drawings of the building, " Naxiiui Design Allowable Control Sheardb) 2179 2099 < 9310 4441 LEFT end Span 1 under 1001 stress TOTAL Load noient!ft-lbl 12715 12715 < 26001 2041 NIO Span 1 under 1001 stress TOTAL Load Deflectiondn) 0.853 < 1.250 • L/352 NID Span 1 under Total Load criteria 0.459 < 0.833 L/654 HID Span 1 under Live Load criteria A Span 1 A Design Total Load Reactiondb) Live Load Reactiondb) Ninitui Bearing Lengthdn) Haxiiui Unbraced Lengthdn) 2179 1161 1.5 1.5 1322 732 1.5 1.5 169 Copyright TRUS JOIST CORPORATION 1990. TJI and HICO=LAN are registered tradeiarks of ikUS JOIST CORPORATION, indicates a tradeiark of TRUS JOIST CORPORATION. 9 I C3 - 3 E> fci cd UJ I 3 Mtri hJ W OX O O 3 I a M l=* S -L S I O r 05-14-1990 17:31:16 SIZE #^Mii=%L_YS I S TRUS JOIST CORPORATION Page 1 of 1 (Illll) Project Naie: LA COSTA VLLY. TERRACE Page Title: UNIT C Fte. TJSizing 3.00 Using UBC Building Code For A/E Type of Sale Application: RES FLOOR Stress Level 1002 Live Load 40.0 psf Dead Load 14.5 psf Partition Load.... 0.0 psf Deflection Criteria Live Load Total Load L > 0' L/360 L/240 Heaber Use BEAN Heiber Slope.... 0.000 / 12 Roof Slope 0.250 / 12 Glued Floor N Repetitive Keiber Use N Reinforced Overhangs N SPECIAL LOADS: t 1 Concdbs) I 2 Uniflpsf) 4 Pes o-f 1 .7^ L. Load Stress D. Load Hidth Starting point Add/Repl 2520 1001 350 4- 0.00 froi Lt Add 360 1001 150 21- 0.00 0- 0.00 froi Lt Repl 14" MICRO=LAM'=* LVL LUMBER 2800Fb @ 12.0" o/e 21- 0.00 IKPORTANT! The analysis presented below is output froi software developed by Trus Joist Corporation. Allowable product values shown are in accordance with current Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have not been checked for conforiance with the design drawings of the building, ^ ' Sheardb) Hoient!ft-lb) Deflectiondn) Haxiiui 7943 35522 Design 7319 35522 0.665 0.936 Allowable. 18620 52002 0.700 1.050 Span 1 Control 2541 1461 . L/379 L/269 LEFT end Span 1 under 1001 stress TOTAL Load HID Span 1 under 1001 stress TOTAL Load HID Span 1 under Live Load criteria HID Span 1 under Total Load criteria Design Total Load Reactiondb) 7943 6166 Live Load Reactiondb) 5820 4260 Hiniiui Bearing Lengthdn) 1.6 2.6 1,5 2,2 Naxiiui Unbraced Lengthdn) 195 «=• Copyright TRUS JOIST CORPORATION 1990, TJl and KICO'^LAH are registered tradeiarks of TRUS JOIST CORPORATION. indicates a tradeiark of TRUS JOIST CORPORATION, •i- 10 ' 3 t=( UJ I 3 M fcJ bJ fc:i O E) 3 I a 08-24-1990 14:15:27 TJSizing 3.01 Residential Floor Stress Level Live Load Dead Load Partition Load,... , lOOX 40.0 osf 0.0 osf i: :Z:E f:\ ixj if-:iii £5 I TRUS JOIST CORPORATION Project Ndse: LA COSIA VALLEY TERRACE Using UBC Building Code Deflection Criteria Live Load Totai Load L < 15' L/360 L/240 L > 20' L/480 L/240 Page I of 1 (E-AlOOl) For A/E Type of Sale Mesber Use JOIST Meiber Slope,,., 0.000 / 12 Roof Slope 0,000 / 12 blued Floor Y Repetitive Meaber Use Y Reinforced Overhanqs N 14" TJOBOX"^^ JOIST S 14- 6,00 0.00 IMPORTANT! The analysis oresented below is output frois software developed by Trus Joist Corporation. Allowable product values shown are in accordance with current Trus Joist Corporation saterials and code accepted design values. The specific product application, input design loads and stated disiensions have been provided by others, have not been checked for conforaance with the desiqn drawings of the buildinq The load conditions considered m this desiqn include Alternate isember loadinq. Ma/a sus Design Ailowabl Sheardb) 758 655 < 2125 Mosent(ft-lb) !74i 1741 < 6635 Deflectiondn) 0.098 < 0.725 Span Maxiaui Total Load Reactiondb) Live Load Reactiondb) Assuied Bearing Lengthiinj MasiffiUfi Unbraced Lenpthiin.i 531 389 2,25 Control 3242 RIGHT end Span 1 under 1002 stress TOTAL Load 3812 LEFT end Span 2 under 1002 stress TOTAL Load L/799+ MID Span i under Live Load criteria L/979+ MID Span 1 under Totai Load criteria Span 2 1328 966 3.50 81 270 Copyright TRUS JOIST CORPORATION 1990. TJI and HICRO=LAH are rpoistered tradeiark? nf TfiliS .iniRT 05-14-1990 17:43:14 SIZE *=i»tNJA.I_ VS I S TRUS JOIST CORPORATION Project Naie: LA COSTA VLLY. TERRACE TJSizing 3.00 — Application: NON SNOK ROOF Stress Level 1251 Live Load 20.0 psf Dead Load 17.0 psf Partition Load.... 0.0 psf SPECIAL LOADS: t 1 Uniflpsf) Using UBC Building Code Deflection Criteria Live Load Total Load L > 0' L/240 L/180 Page 1 of 1 (Illll) Page Title: UNIT C € M/.fJ^Aeo ~ For A/E Type of Sale Heiber Use BEAH Heiber Slope.... 0.000 / 12 Roof Slope 0.250 / 12 Slued Floor N Repetitive Heiber Use N Reinforced Overhangs N L. Load Stress 0. Load Hidth Starting point Add/Repl 120 1251 175 24- 9.00 0- 0.00 froi Lt Repl 3 Pes o-f 1.75">;14" MICRO=LAM« LVL LUMBER 2800Fb & 12.0" o/e 24- 9.00 IHPORTANT! The analysis presented below is output froi software developed by Trus Joist Corporation. Allowable product values shown are in accordance with current Trus Joist Corporation laterials aod code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have not been checked for conforiance with the design drawings of the building, a " Sheardb) NoientIft-lb) Deflectiondn) Naxiiui 3885 24035 Design 3518 24035 1.141 0.436 Allowable Control < 17456 4961 LEFT end Span 1 under 1251 stress TOTAL Load < 4B7S2 2031 HID Span 1 under 1251 stress TOTAL Load < 1,650 L/260 HID Span 1 under Total Load criteria < 1,237 " L/681 HID Span 1 under Live Load criteria Span 1 Design Total Load Reactiondb) 3885 3885 Live Load Reactiondb) 1485 1485 Hiniiui Bearing Lengthdn) 1.5 1.8 1.5 1.8 Haxiiui Unbraced Lengthdn) 176 Copyright TRUS JOIST CORPORATION 1990, TJI and NICO=LAN are registered trademark's of TRUS JOIST CORPORATION, indicates a tradeiark of TRUS JOIST CORPORATION. tJ I 3 t-H 1=1 M 003ICI r--Jfc*S 08-24-1990 14:14:35 [JSizing 3.01 — Residentiai Floor Stress Level 1002 Live Load 40.0 psf Dead Load......... 15,0 psf Partition Load.,., 0,0 osf TRUS JO I EST CORPORATION Project NaiTie: LA COSTA VALLEY TERRACE Using UBC Buildinq Code Deflection Criteria Live Load Total Load L < !5' L/360 L/240 L = 15' to 20' 0,50" L/240 L ) 20' L/4e0 L/240 14" TJI350X''* JOIST Gi! 19.2" 17- 0,00 •'- 4- 0,00 Page 1 of 1 (E-AlOOl) — For A/E Type of Sale Meiber Use JOIST Meaber Slope.... 0,000 / 12 Roof Slope 0,000 / 12 Glued Floor Y Repetitive Meaber Use Y Reinforced Overhangs N IMPORTANT! The analysis presented below is output froa software developed by Trus Joist Corporation. Allowable product values shown are in accordance with current Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diaensions have been provided by others, have not been checked for conforsance with the desiqn drawmqs of the buildinq The load conditions considered in this design include Alternate aeaber loadinq. Maxiaua Design Allowable Controi Sheardb) 737 7T7 / .J / i. i i. J 2882 LEFT end Span 1 under 1002 stress ALTERNATE span Moaent(ft-lb! 3034 7 f'l u.i ii-rt; uu.-'u 2152 MIB Span 1 under 1002 stress ALTERNATE span load Def lection(in) 0,209 < 0,500 L/974 MID Span 1 under Live Load criteria ..., i.1 -.J ( 0,850 L/7.35 MID Span 1 under Total Load criteria Span Maxiaus Totai Load Reactiondb) Live Load Reactiondb) Assuaed Bearing Lengthdn! MaKiaufl Unbraced Lenqthdn) 544 7 ?S UvernapQ 1141 830 3.50 Copyright TRUS JOIST CORPORATION 1990. TJI and MICRO=LAM are reoistered tradesarks of TRUS JOIST CORPORATION. 05-04-1990 16:49:59 SIZE <=il>4/=^L_YS I S TRUS JOIST CORPORATION Page 1 of 1 (IlOOl) Projeci Naie: LA COSTA VALLEY TERRACE Page Title: ROOF 6/wir ^ <^ TJSiiing 3.00 Using UBC Building Code For A/E Type of Sale Application: HON SNOH ROOF Stress Level.. 1251 Live Load 20,0 psf Dead Load......... 17.0 psf Partition Load.... 0.0 psf Deflection Criteria Live Load Total Load L > 0' L/240 L/IBO Keiber Use JOIST Neibtr Slope.... 0.250 / 12 Roof Slope 0.250 / 12 Blued Floor N Repetitive Heiber Use Y Reinforced Overhangs N 14" TJI350X« JOIST @ 24.0" o/c 24- 9.00 IMPORTANT! The analysis presented below is output froi software developed by Trus Joist Corporation. Allowable product values shown are in accordance with current Trus Joist Corporation lateriais and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have not been checked for conforiance with the design drawings of the buildingi Haxiiui Design Allowable Sheardb) 916 916 < 2656 Noient(ft-Ib) 5667 5667 < 8294 Deflectiondn) 1.196 < 1.650 0.647 < 1.238 Span 1 Design Total Load Reactiondb) Live Load Reactiondb) Assuied Bearing Lengthdn) Naxiiui Unbraced Length(in) 916 495 2.25 Control 2901 1461 L/248 L/459 LEFT end Span 1 under 12S1 stress TOTAL Load HID Span 1 under 1251 stress TOTAL Load HID Span 1 under Total Load criteria HID Span 1 under Live Load criteria 916 495 2.25 45 Copyright TRUS JOIST CORPORATION 1990. i' TJl and HICQ=LAM are registered tradeiarks of TRUS JOIST CORPORATION. •^3 0 • 3 iD w cd 05-15-mO 15:29:50 SIZE ^^il^rf^^l-V'S I S TRUS JOIST CORPORATION Page 1 of 1 (Illll) Project Naie: LA COSTA VALLEY TERRACE Page Title: UNIT D f^Kf/pyHT/oAJ TJSizing 3.00 Using UBC Building Code For A/E Type of Sale - Application: RES FLOOR Stress Level 1001 Live Load 40.0 psf Dead Load 14,5 psf Partition Load.... 0.0 psf Deflection Criteria Live Load Total Load L ) 0' L/360 L/240 Heiber Use BEAH Heiber Slope.... 0.000 / 12 Roof Slope 0.000 / 12 Slued Floor N Repetitive Heiber Use K Reinforced Overhangs N SPECIAL LOADS: L. Load Stress 0. Load Hidth Starting point Add/Repl i 1 Uniflpsf) 300 1001 300 11- 0.00 0- 0.00 froi Lt Repl 2 Pes o-f 1.75"xl4" MICRO=LAM'^ LVL LUMBER 2800Fb © 12.0" o/c 11- 0.00 IHPORTANT! The analysis presented below is output froi software developed by Trus Joist Corporation, Allowable product values shown are in accordance with current Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have not been checked for conforiance with the design drawings of the buildii Sheardb) Hoient(ft-lb) Deflectiondn) Haxiiui Design Allowable 3369 2655 < 9310 9266 9266 < 26001 0.148 < 0.550 0.072 ( 0.367 A Span 1 Design Total Load Reactiondb) Live Load Reactiondb) Hiniiui Bearing Lengthdn) Haxiiui Unbraced Lengthdn) 3369 1650 1.5 2.4 Control 3511 LEFT end Span 1 under 1001 stress TOTAL Load 2811 HID Span 1 under 1001 stress TOTAL Load L/893 HID Span 1 under Total Load criteria . L/999+ HID Span 1 under Live Load criteria 3369 1650 1,5 2.4 236 *=' Copyright TRUS JOIST CORPORATION 1990. TJI and NICO=LAH are registered tradeiarks of TRUS JOIST CORPORATION. *" indicates a tradeiark of TRUS JOIST CORPORATION. UJ I 3 M l-l OX 0 0 3 10 I O r r-l VI 05-15-1990 15:16:13 SIZE ftrvJ#=^l_YS I s TRUS JOIST CORPORATION Paoe 1 of 1 (Illll) Project Naie: LA COSTA VALLEY TERRACE Page Title: UNIT D FounDADoiS TJSizing 3.00 — Application: RES FLOOR Stress Level 1002 Live Load 40.0 psf Dead Load 14.5 psf Partition Load.,.. 0.0 psf SPECIAL LOADS: i 1 Uniflpsf) t 2 Concdbs) t 3 Concdbs) Using UBC Building Code Deflection Criteria Live Load Total Load L > 0' L/360 L/240 ~ For A/E Type of Sale Heiber Use BEAH Heiber Slope.... 0.000 / 12 Roof Slope 0.000 / 12 Glued Floor N Repetitive Heiber Use..... N Reinforced Overhangs N L. Load Stress D. Load Hidth 40 1001 16 23- 0.00 1473 1001 1473 1375 1001 1375 Starting point Add/Repl 0- 0.00 froi Lt Repl 0- 1.75 froi Lt Add 9- 0.00 froi Rt Add 2 Pes of 1.75"xl4" MICRO=LAM« LVL LUMBER 2800Fb @ 12.0" o/c 3- 0.00 " 20- 0.00 IMPORTANT! The analysis presented below is output froi software developed by Trus Joist Corporation. Allowable product values shown are in accordance with current Trus Joist Corporation iiterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, havejiotJ«en checked for conforiance with the design drawings of the building. The load conditions considered in this design include Alternate leiber loading. Naxiiui Design Allowable -Control Sheardb) 3152 3072 < 9310 3031 Noient(ft-lb) 15058 15058 < 26001 1731 Deflectiondn) 0.561 ( 1.000 L/42B 0.108 < 0.200 2L/664 Overhang A Span 1 A LEFT Overhang under 1001 stress TOTAL Load HID Span 1 under 1001 stress ALTERNATE span load HID Span 1 under Total Load criteria LEFT Overhang under Live Load criteria Design Total Load Reactiondb) 5511 1982 Live Load Reactiondb) 2831 1156 Hiniiui Bearing Lengthdn) 2.2 3.9 1.5 1.5 Haxiiui Unbraced Lengthdn) 251 138 Copyright TRUS JOIST CORPORATIOH 1990. TJI and HICO=LAH are registered tradeiarks of TRUS JOIST CORPORATION, »- indicates a tradeiark of TRUS JOIST CORPORATION, 05-15-1990 15:27:36 TJSizing 3.00 - Application: RES FLOOR Stress Level 1002 Live Load 40.0 psf Dead Load 14.5 psf Partition Load.... 0.0 psf SIZE <c^M<=!iiL_YS I S Pagelof! TRUS JOIST CORPORATION (lUU) Projeci Naie: LA COSTA VALLEY TERRACE Page Title: UNIT 0 fxx^uPATjosI Using UBC Building Code For A/E Type of Sale Deflection Criteria Live Load Total Load Heiber Use BEAN L > 0' L/360 L/240 Heiber Slope..., O.OOO / 12 Roof Slope 0.000 / 12 Glued Floor N Repetitive Heiber Use N Reinforced Overhangs N SPECIAL LOADS: L. Load Stress D. Load Hidth I 1 Concdbs) 1473 1001 1473 Starting point Add/Repl 0- 1.75 froi Lt Add Pes of 1.75">:14" MICRO=LAM« LVL LUMBER 2800Fb @ 12.0" o/c 3- 0.00 11- 0.00 IHPORTANT! The analysis presented below is output froi software developed by Trus Joist Corporation. Allowable product values shown are in accordance wilh currenl Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have not been checked for conforiance with the design drawings of the building, The load conditions considered in this design include Alternate leiber loading, Uplift exceeds 200 lbs. for total load. Uplift exceeds 200 lbs. for unbalanced load. Sheardb) Hoient(ft-lb) Deflectiondn) Kaxiiui 3147 8710 Design Allowable Control 3069 < 9310 3031 LEFT Overhang under lOOI stress ALTERNATE span load 8710 < 26001 2991 LEFT end Span 1 under 1001 stress ALTERNATE span load 0.126 < 0.300 2L/572 LEFT Overhang under Total Load criteria 0,066 < 0.200 2L/999+ LEFT Overhang under Live Load criteria Overhang Span I Design Total Load Reactiondb) 4308 -24 Live Load Reactiondb) 2212 220 Hiniiui Bearing Lengthdn) 1.8 3.0 1.5 1.5 Kaxiiui Unbraced Lengthdn) 251 0 <«» Copyright TRUS JOIST CORPORATION 1990. TJl and H1C0=LAH are registered tradeiarks of TRUS JOIST CORPORATION, indicates a tradeiark of TRUS JOIST CORPORATION. f 3 0 - 3 3 t),=l UI3Hfclh4t< OX OSBia M«S XSIOI 05-15-1990 15:24:40 TJSizing 3.00 - Application: RES FLOOR Stress Level 1001 Live Load 40,0 psf Dead Load 14,5 psf Partition Load..., 0,0 psf SIZE *=^Mi=*l_YS I S Page 1 of 1 TRUS JOIST CORPORATION dHHD Project Naie: LA COSTA VALLEY TERRACE Page Title: UNIT D F^UNPAT/OVI Using UBC Building Code For A/E Type of Sale Deflection Criteria Live Load Total Load Heiber Use BEAH L ) 0' L/360 L/240 Heiber Slope.,.. 0.000 / 12 Roof Slope 0,000 / 12 Slued Floor N Repetitive Heiber Use N Reinforced Overhangs N Hidth 1473 1001 1473 t 2 Uniflpsf) 2 Pes of 1.75">;14" MICRO=LAM'=» LVL LUMBER 2800Fb @ 12.0" o/c SPECIAL LOADS: L. Load Stress D. Load I 1 Concdbs) 1473 1001 1473 300 1002 300 Starting point Add/Repl 0- 1.75 froi Lt Add 3- 0.00 0- 0.00 froi Lt Repl 3- 0,00 11- 0,00 IHPORTANT! The analysis presented below is output froi software developed by Trus Joist Corporation. Allowable product values shown are in accordance with current Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have not been checked for conforiance with the design drawings of the building, " ^ " The load conditions considered in this design include Alternate leiber loading. Uplift exceeds 200 lbs. for total load. Uplift exceeds 200 lbs. for unbalanced load. Sheardb) Hoient(ft-lb) Deflectiondn) Haxiiui 4784 11165 Design 4069 11165 0.161 0.083 Allowable 9310 26001 0.300 0.200 Control 2291 2331 2L/447 2L/873 LEFT Overhang under 1001 stress ALTERNATE span load LEFT end Span 1 under lOOX stress TOTAL Load LEFT Overhang under Total Load criteria LEFT Overhang under Live Load criteria Overhang " Span 1 Design Total Load Reactiondb) 6168 -141 Live Load Reactiondb) 3098 220 Niniiui Bearing Lengthdn) 2.5 4.4 1.5 1.5 Haxiiui Unbraced Lengthdn) 196 0 "=* Copyright TRUS JOIST CORPORATION 1990. TJl and HICO=LAH are registered tradeiarks of TRUs'JOIST CORPORATION. indicates a S 3 B - 3 S 1=1 tradeiark of TRUS JOIST CORPORATION. n I 3 M fc) r-J fH I—I 1 ri »^ 05-15-1990 15:43:28 IZE /^klvIlCiLYS I S TRUS JOIST CORPORATION Paoe 1 of 1 (IlOOt) Projeci Naie: LA COSTA VALLEY TERRACE Paqe Title: UNIT D f^MOAT)* TJSizing 3.00 - Application: RES FLOOR Stress Level 1001 Live Load 40.0 psf Dead Load 14.5 psf Partition Load,... 0.0 psf Using UBC Building Code Deflection Criteria Live Load Total Load L < 15' L/360 L/240 L = 15' to 20' 0.50' L/360 L > 20' L/480 L/360 ~ For A/E Type of Sale Heiber Use JOIST Heiber Slope..,. 0.000 / 12 Roof Slope 0.000 / 12 Glued Floor N Repetitive Heiber Use..,,. N Reinforced Overhangs N SPECIAL LOADS: L, Load Stress D. Load Hidth Starting point Add/Repl t 1 Conclplf) 20 1251 167 0- 1.75 froi Lt Add I 2 Conc(plf) 40 1001 165 0- 1.75 froi Lt Add 14" TJISSOX" JOIST @ 19.2" o/c 5- 0.00 * 20- 0.00 IMPORTANT! The analysis presented below is output froi software developed by Trus Joist Corporation. Allowable product values shown are in accordance with current Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have not been checked for conforiance with the design drawings of the building, ^ The load conditions considered in this design include Alternate leiber loading. Left overhang lay reguire bottoi chord bracing. Heb stiffeners are required at bearing 1 Haxiiui Design Allowable Conlrol Sheardb) 1031 1031 < 2125 2061 Hoient(ft-lb) 3979 3979 < 6380 1601 Oeflection(in) 0.414 < 0.500 L/579 0.374 < 0.500 2L/321 Overhang A Span 1 A LEFT Overhang under 1001 stress TOTAL Load LEFT Overhang under 1001 stress TOTAL Load HID Span 1 under Live Load criteria LEFT Overhang under Total Load criteria Design Total Load Reactiondb) 2102 729 Live Load Reactiondb) 1080(1002) 640(1002) Assuied Bearing Lengthdn) 3.50 2.25 Haxiiui Unbraced Lengthdn) S3 61 Copyright TRUS JOIST CORPORATION 1990. TJl and N1C0=LAH are registered tradeiarks of TRUS JOIST CORPORATION, indicates a tradeiark of TRUS JOIST CORPORATION. 53G>-3SW^ UJI3Mt)t-JW OX 003ia I-IWS XSIOr UI C> H 05-15-1990 15:21:17 TJSizing 3.00 - Application: RES FLOOR Stress Level 1002 Live Load 40.0 psf Dead Load 14.5 psf Partition Load.... 0.0 psf SIZE ^=»r«4*=%L_VS I S Page I of 1 TRUS JOIST CORPORATION (Ulld Project Naie: LA COSTA VALLEY TERRACE Page Title: UNIT D FtUhtCATIotJ Using UBC Building Code For A/E Type of Sale Deflection Criteria Live Load Total Load Heiber Use BEAH L > 0- L/360 L/240 Heiber Slope,,.. 0,000 / 12 Roof Slope 0.000 / 12 Glued Floor N Repetitive Heiber Use N Reinforced Overhangs N SPECIAL LOADS: L. Load Stress D. Load Hidth Starting point Add/Repl I I Concdbs) 1473 1001 1473 0- 1.75 froi Lt Add 3 Pes of 1.75">;14" MICRO=LAM'^ LVL LUMBER 2B00Fb © 12.0" o/e 5- 0.00 20- 0.00 IKPORTANT! The analysis presented below is output froi software developed by Trus Joist Corporation. Allowable product values shown are in accordance with currenl Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have not been checked for conforunce with the design drawings of the building^ The load conditions considered in this design include Alternate leiber loading. Uplift exceeds 200 lbs. for unbalanced load. Sheardb) Hoient(ft-lb) Deflectiondn) Haxiiui Design Allowable Control 3313 3227 < 13965 4331 15218 15218 < 39002 2561 0.414 < 0.500 2L/290 0.228 < 0.333 2L/526 LEFT Overhang under 1001 stress TOTAL Load LEFT Overhang under 1001 stress TOTAL Load LEFT Overhang under Total Load criteria LEFT Overhang under Live Load criteria Overhang Span 1 Design Total Load Reactiondb) 4808 356 Live Load Reactiondb) 2456 400 Hiniiui Bearing Lengthdn) 1.5 2.3 1.5 1.5 Haxiiui Unbraced Lengthdn) 283 616 Copyright TRUS JOIST CORPORATION 1990. TJI and HICO=LAH are registered tradeiarks of TRUS JOIST CORPORATION, '-indicates a tradeiark of TRUS JOIST CORPORATION. 130 3St:ld ui,3MtlMtl OX OSBia M fc, S XSIC 05-15-1990 15:48:16 SIZE #=%N<=»l_VS I S TRUS JOIST CORPORATION Page 1 of 1 (XlOOl) PLK. Project Naie: LA COSTA VALLEY TERRACE Page Title: UNIT D TJSizing 3.00 Using UBC Building Code For A/E Type of Sale - Application: RES FLOOR Stress Level 1001 Live Load. 40.0 psf Dead Load 14.5 psf Partition Load.... 0.0 psf Deflection Crileria Live Load Total Load L < 15' L/360 L/240 L = 15' to 20' 0.50* L/360 L > 20' L/480 L/360 14" TJI350X'' JOIST Q 12.0" o/c Heiber Use JOIST Heiber Slope.... 0.000 / 12 Roof Slope 0.000 / 12 Glued Floor Y Repetitive Heiber Use H Reinforced Overhangs N 24- 9.00 IHPORTANT! The analysis presented below is output froi software developed by Trus Joist Corporation. Allowable product values shown are in accordance wilh current Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have not been checked for conforiance with the design drawings of the building," ~ Sheardb) HoienK ft-lb) Deflectiondn) Haxiiui Design Allowable 674 674 < 2125 4173 4173 < 6380 0.786 < 0.825 0.577 < 0.619 A Span 1 Control 3151 1531 L/378 L/515 LEFT end Span 1 under 1001 stress TOTAL Load HID Span 1 under 1001 stress TOTAL Load HID Span 1 under Total Load criteria NID Span 1 under Live Load criteria Design Total Load Reactiondb) 674 674 Live Load Reactiondb) 495 495 Assuied Bearing Lengthdn) 2,25 2.25 Haxiiui Unbraced Lengthdn) 52 Copyright TRUS JOIST CORPORATION 1990. TJI and HICO=LAH are registered tradeiarks of TRUS JOIST CORPORATION. *" indicates 3 3 ta " 3 © fci cd tradeiark of TRUS JOIST CORPORATION. UII3MfcJhJt:-l CDX o EJ 3 I a 05-15-1990 15:33:31 TJSizing 3.00 - Application: RES FLOOR Stress Level 1002 Live Load 40.0 psf Dead Load 14.5 psf Partition Load.... 0.0 psf SIZE <QkM#3iL_VS I S Page 1 of 1 TRUS JOIST CORPORATION IHllH Projeci Naie: LA COSTA VALLEY TERRACE Page Title: UNIT D 2"— R^, Using UBC Building Code For A/E Type of Sale Deflection Criteria Live Load Total Load Heiber Use BEAH L > 0' L/360 L/240 Heiber Slope.... 0.000 / 12 Roof Slope 0.000 / 12 Glued Floor N Repetitive Heiber Use N Reinforced Overhangs N SPECIAL LOADS: L. Load Stress D. Load Hidth Starting point Add/Repl t 1 Concdbs) 2520 1002 700 4- 0.00 froi Rt Add I 2 Uniflpsf) 80 1001 50 21- 0.00 0- 0.00 froi Lt Repl 2 Pes of 1.75";<14" MICRO=LAM« LVL LUMBER 2800Fb & 12.0" o/e 21- 0.00 IHPORTANT! The analysis presented below is output froi software developed by Trus Joist Corporation. Allowable product values shown are in accordance with current Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have not been checked for conforiance with the design drawings of the building, ^ Haxiiui Design Allowable Sheardb) 4104 3938 < 9310 Hoient(ft-lb) 15620 15620 < 26001 Deflectiondn) 0.530 < 0.700- 0,793 < 1.050 A Span 1 Design Total Load Reactiondb) Live Load Reactiondb) Hiniiui Bearing Lengthdn) Naxiiui Unbraced Lengthdn) 2111 1320 .5 1.5 Control 2361 1661 L/475 L/318 RIGHT end Span 1 under 1001 stress TOTAL Load HID Span 1 under 1001 stress TOTAL Load HID Span 1 under Live Load criteria HID Span 1 under Total Load criteria 4104 2880 1.7 2.9 133 Copyright TRUS JOIST CORPORATiON 1990. TJI and NIC0=LAH are registered tradeiarks of TRUS JOIST CORPORATION, indicates a tradeiark of TRUS JOIST CORPORATION. l313-3SfclcJ l.JI3MH:(Mfcl OX OS3ia l-lfcIS XSIO UJ O ^ J 05-15-1990 15:38:10 SIZE <=*Mi=*L_YS I S TRUS JOIST CORPORATION Page 1 of 1 (null Projeci Naie: LA COSTA VALLEY TERRACE Page Title: UNIT D Pl-K TJSiiing 3,00 Using UBC Building Code For A/E Type of Sale Application: RES FLOOR Stress Level 1001 Live Load 40,0 psf Dead Load 14,5 psf Partition Load,,.. 0.0 psf Deflection Criteria Live Load Total Load DO- L/360 L/240 Heiber Use BEAH Keiber Slope.... 0.000 / 12 Roof Slope 0,000 / 12 Glued Floor N Repetitive Heiber Use N Reinforced Overhangs N SPECIAL LOAOS: L. Load Stress D. Load Hidth Starting point Add/Repl I 1 Concdbs) 2520 1001 700 4- 0.00 froi Rt Add I 2 Uniflpsf) 360 1001 150 21- 0.00 0- 0.00 froi Lt Repl 4 Pes of 1.75">;14" MICRO=LAM« LVL LUMBER 2800Fb @ 12.0" o/c 21- 0.00 IKPORTANT! The analysis presented below is output froi software developed by Trus Joist Corporation. Allowable product values shown are in accordance with current Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have notbeen checked for conforiance with the design drawings of the building, ^ Haxiiui Design Allowable Sheardb) 8226 7602 < 18620 HoientIft-1b) 36294 36294 < 52002 Deflectiondn) 0.665 < 0.700 0.957 < 1.050 A Span 1 Design Total Load Reactiondb) Live Load Reactiondb) Hiniiui Bearing Lengthdn) Haxiiui Unbraced Lengthdn) 6233 4260 1.5 2.2 Control 2451 1431 ' L/379 L/263 RIGHT end Span 1 under 1001 stress TOTAL Load KID Span 1 under 1001 stress TOTAL Load HID Span 1 under Live Load criteria HID Span 1 under Total Load criteria 8226 5820 1.7 2.9 190 Copyright TRUS JOIST CORPORATION 1990. TJl and H1C0=LAH are registered tradeiarks of TRUS JOIST CORPORATION. *• indicates a <!- 3 e • 3 s tl cJ tradeiark of TRUS JOIST CORPORATION. Wl3MfcJr-JtJ 0_L 003 05-15-1990 16:11:06 IZE ^=%r4«Ci»L_YS I S TRUS JOIST CORPORATION Project Naie: LA COSTA VALLEY TERRACE Page Title: UNIT D TJSizing 3.00 Using UBC Building Code Page 1 of 1 (IlOOl) J For A/E Type of Sale Application: RES FLOOR Stress Level 1001 Live Load 40,0 psf Dead Load 14.5 psf Partition Load.... 0.0 psf SPECIAL LOADS: f 1 Conc(plf) Deflection Crileria Live Load Total Load L < 15' L = 15' to 20' L > 20' L. Load Stress D. Load 120 1251 275 L/360 0.50' L/480 Hidth L/240 L/340 L/360 Keiber Use JOIST Heiber Slope.... 0.000 / 12 Roof Slope 0.000 / 12 Slued Floor Y Repetitive Heiber Use...;. N Reinforced Overhangs N Starting point Add/Repl 0- 1.75 froi Lt Add 14" TJIZ.SOX'' JOIST @ 19.2" o/c 5- 6.00 17- 0.00 IKPORTANT! The analysis presented below is output froi software developed by Trus Joist Corporation. Allowable product values shown are in accordance with current Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have not been checked for cjnforiance with the design drawings of the building, ^ The load conditions considered in this design include Alternate leiber loading. Left overhang lay require bolloi chord bracing. Heb stiffeners are required at bearing 1 Haxiiui Design Allowable Control Sheardb) 920 920 ( 2125 2312 Hoient(fl-lb) 4703 4703 ( 7975 1702 Deflectiondn) 0.436 < 0.550 2L/303 0.212 < 0.367 2L/623 Overhang A Span 1 A LEFT Overhang under 1001 stress TOTAL Load LEFT Overhang under 1251 stress ALTERNATE span load LEFT Overhang under Totai Load criteria LEFT Overhang under Live Load criteria Design Total Load Reactiondb) 1877 582 Live Load Reactiondb) 953(1002) 544(1001) Assuaed Bearing Lengthdn) 3.50 2.25 Naxiiui Unbraced Lengthdn) 49 77 •<=' Copyright TRUS JOIST CORPORATION 1990. TJI and H1C0=LAN are registered tradeiarks of TRUS JOIST CORPORATION. 3 E> fci cJ n triHo«rk nf TRUS JOIST CORPORATIOH. I 3MtlMfcl OX 033ia xsior snjdx uiotij E3.-SI as. ^^WUJ 05-15-1990 16:07:43 SIZE #3irv4ftl_YSIS TRUS JOIST CORPORATION Page 1 of 1 moon Project Naie: LA COSTA VALLEY TERRACE Page Title: UNIT D TJSizing 3.00 Using UBC Building Code For A/E Type of Sale z-^^ ful- h?h^ Be^ Application: RES FLOOR Stress Level 1001 Live Load 40.0 psf Dead Load 14.5 psf Partition Load.... 0.0 psf SPECIAL LOADS: t 1 Concdbs) Deflection Criteria Live Load Total Load L < 15' L = 15' to 20' L > 20' L, Load Stress D. Load 482 1251 482 L/360 0.50" L/480 Hidth L/240 L/360 L/360 Heiber Use JOIST Heiber Slope,,,, 0,000 / 12 Roof Slope 0.000 / 12 Glued Floor Y Repetitive Keiber Use N Reinforced Overhangs N Starting point Add/Repl 0- 1.75 froi Lt Add 2 Pes of 14" TJISBOX" JOIST @ 19.2" o/c 5- 6.00 17- 0.00 IHPORTANT! The analysis presented below is output froi software developed by Trus Joist Corporation. Allowable product values shown are in accordance with currenl Trus Joist Corporation aaterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have not been checked_for conforiance with the design drawings of the building, The load conditions considered in this design include Alternate leiber loading. Left overhang lay require bottoi chord bracing. Haxiiui Design Allowable" Control Sheardb) 1444 1444 < 5312 3681 LEFT Overhang under 1251 stress ALTERNATE span load Moienl(ft-lb) 6480 6480 < 15950 2461 LEFT Overhang under 1251 stress ALTERNATE span load Deflectiondn) 0.342 < 0.550 2L/387 LEFT Overhang under Total Load criteria 0,207 < 0.367 2L/638 LEFT Overhang under Live Load criteria Overhang A Span 1 A Design Tolal Load Reactiondb) 2566 569 Live Load Reactiondb) 1587(1251) 544(1001) Assuied Bearing Lengthdn) 3.50 2.25 Kaxiiui Unbraced Lengthdn) 42 78 Copyright TRUS JOIST CORPORATION 1990. TJI and HICO=LAK are registered tradeiarks of TRUS JOIST CORPORATION. indicates a t • 3Bfc)cj tradeiark of TRUS JOIST CORPORATION uJiaiHfcjrvifc) ox os3ia r-jfcis xsior UJ O <H H 05-15-1990 16:02:59 IZE iGiM<^L_YSIS TRUS JOIST CORPORATION Page 1 of I (IlOOl) Project Naie: LA COSTA VALLEY TERRACE Page Tille: UNIT D TJSizing 3.00 Using UBC Buildinq Code For A/E Type of Sale Application: RES FLOOR Stress Level 1001 Live Load 40.0 psf Dead Load......... 14.5 psf Partition Load.... 0.0 psf SPECIAL LOADS: f 1 Concdbs) Deflection Criteria Live Load Total Load L < 15' L = 15' to 20' L > 20' L. Load Stress D. Load 482 1251 482 L/360 0,50" L/480 Nidth L/240 L/360 L/360 Keiber Use JOIST Heiber Slope.... 0.000 / 12 Roof Slope 0.000 / 12 Glued Floor Y Repetitive Heiber Use N Reinforced Overhangs N Starting point Add/Repl 0-1.75 froi Lt Add 14" TJI350X'^- JOIST & 19.2" o/c 3- 0.00 17- 0.00 IHPORTANT! The analysis presented below is output froi software developed by Trus Joist Corporation. Allowable product values shown are in accordance wilh current Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have not been checked for conforiance with the design drawings of the building, The load conditions considered in this design include Alternate leiber loading. Left overhang lay require bottoi chord bracing. Heb stiffeners are required at bearing 1 Kaxiiui Design Allowable Control Sheardb) 1226 1226 < 2656 2172 LEFT Overhang under 1251 stress ALTERNATE span load Koienl(fl-lb) 3144 3144 < 7975 2542 LEFT Overhang under 1251 stress ALTERNATE span load Deflectiondn) 0.088 < 0.200 2L/822 LEFT Overhang under Live Load criteria 0.128 < 0.300 2L/563 LEFT Overhang under Total Load criteria Overhang ' Span 1 Design Total Load Reactiondb) 2152 654 Live Load Reactiondb) 1316(1251) 544(1001) Assuied Bearing Lengthdn) 3.50 2.25 Haxiiui Unbraced Lengthlin) 60 68 Copyright TRUS JOIST CORPORATION 1990. TJI and KICO=LAH are registered tradeiarks of TRUS JOIST CORPORATION. indicates a tradeiark of TRUS JOIST CORPORATION. '3G0-3Bti.-l MI 3 Mtl NJ tel OX o o a I a M tel s ior sntix ujoijj 05-15-1990 16:37:40 SIZE *=*M#=il_ VS I S TRUS JOIST CORPORATION Page 1 of 1 (Illll) Project Naie: LA COSTA VALLEY TERRACE Page Title: UNIT £ pou^l?AV*'f^ TJSizing 3.00 Using UBC Building Code • For A/E Type of Sale — Application: RES FLOOR Stress Level 1001 Live Load 40.0 psf Dead Load 14.5 psf Partition Load.... 0.0 psf Deflection Criteria Live Load Total Load L > 0' L/360 L/240 Heiber Use BEAH Heiber Slope.... 0,000 / 12 Roof Slope 0.000 / 12 Glued Floor N Repetitive Heiber Use N Reinforced Overhangs N SPECIAL LOADS: L. Load Stress D. Load Hidth f I Concdbs) 2044 1001 2044 Starting point Add/Repl 0-1.75 froi Lt Add 3 Pes of 1.75">!l4" MICRO=LAM« LVL LUMBER 2800Fb ® 12.0" o/c 3- 6.00 20- 0.00 * IKPORTANT! The analysis presented below is output froi software developed by Trus Joist Corporation. Allowable product values shown are in accordance with currenl Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have not been checked for conforiance with the design drawings of the building, " • . The load conditions considered in this design include Alternate leiber loading. Uplift exceeds 200 lbs. for unbalanced load. Haxiiui Design Allowable" Control Sheardb) 4345 4259 < 13965 3281 LEFT Overhang umJer 1001 stress TOTAL Load Noienl(ft-lb) 14161 14161 < 39002 2751 LEFT end Span 1 under 1001 stress ALTERNATE span load Deflection(in) 0.250 < 0,350 2L/336 LEFT Overhang under Total Load criteria 0.139 < 0,233 2L/602 LEFT Overhang under Live Load criteria Overhang Span 1 Design Tolal Load Reactiondb) 5787 381 Live Load Reactiondb) 2939 400 Hiniiui Bearing Lengthlin) 1.6 2.7 1.5 1.5 Haxiiui Unbraced Lengthdn) 304 618 Copyright TRUS JOIST CORPORATION 1990. TJI and HICO=LAH are registered tradeiarks of TRUS JOIST CORPORATION. ,J^^ inHiratp.; a tradeiark of TRUS JOIST CORPORATION. aeo BSteld UlI3MfclK,ti ox OS3ia MWS XSInr-UJ O fcj J 05-15-1990 16:42:18 SIZE ft|N4#^L_YSIS TRUS JOIST CORPORATION Page 1 of I (IlOOl) Project Naie: LA COSTA VALLEY TERRACE Page Title: 3UNIT E J^Ww»^/^T/ofJ TJSizing 3.00 — Application: RES FLOOR Stress Level 1002 Live Load 40.0 psf Dead Load 14.5 psf Partition Load.... 0.0 psf SPECIAL LOADS: t 1 Conc(plf) I 2 Conc(plf) Using UBC Building Code Deflection Crileria Live Load Total Load L < 15' L/360 L/240 L = 15' lo 20' 0,50' L/360 L > 20' L/4B0 L/360 For A/E Type of Sale Heiber Use.. JOIST Heiber Slope.... 0.000 / 12 Roof Slope 0,000 / 12 Glued Floor N Repetitive Heiber Use N Reinforced Overhangs N L, Load Stress D, Load 120 1251 275 360 1001 285 Hidth Starting point Add/Repl 0- 1.75 froi Lt Add 0- 1.75 froi Lt Add 14" TJISSOX^^ JOIST & 16.0" o/c 3- 6.00 20- 0.00 IHPORTANT! The analysis presented beiow is output froi software developed by Trus Joist Corporation. Allowable product values shown are in accordance with current Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have not been checked for conforiance with the design drawings of the building, The load conditions considered in this design include Alternate leiber loading. Left overhang lay require bottoi chord bracing. Heb stiffeners are required at bearing 1 Kaxiiui Design Allowable Control Sheardb) 1481 1481 < 2125 1431 LEFT Overhang under 1001 stress ALTERNATE span load Hoient(ft-lb) 4560 4560 ( 6380 1401 LEFT Overhang under 1001 stress ALTERNATE span load Deflectiondn) 0.336 < 0,350 2L/250 LEFT Overhang under Total Load criteria 0.194 < 0.233 2L/433 LEFT Overhang under Live Load criteria Overhang A Span 1 A Design Total Load Reactiondb) 2436 596 Live Load Reactiondb) 1297(1002) 533(1002) Assuied Bearing Lengthiin) 3.50 2.25 Kaxiiui Unbraced Lengthdn) 47 68 "«=' Copyright TRUS JOIST CORPORATIOH 1990. TJI and H1C0=LAK are reqistered tradeiarks of TRUS JOIST CORPORATION. indicates a tradeiark of TRUS JOIST CORPORATION. UJI3MfcJhifci OX 0£)3ia h^fcfS 05-15-1990 16:49:13 TJSizing 3,00 - Application: RES FLOOR Stress Level 1001 Live Load 40.0 psf Dead Load 14.5 psf Partition Load.... 0.0 psf SIZE iS»f>4PirL_YS I S Page 1 of 1 TRUS JOIST CORPORATION (IlOOl) Project Naie: LA COSTA VALLEY TERRACE Page Title: 3UNIT E 7DM»iOAT/o>J Using UBC Building Code For A/E Type of Sale Deflection Crileria Live Load Total Load Heiber Use JOIST L < 15' L/360 L/240 Heiber Slope.... 0.000 / 12 L = 15' to 20' 0.50' L/360 Roof Slope 0.000 / 12 L > 20' L/480 L/360 Glued Floor N Repetitive Heiber Use N Reinforced Overhangs N SPECIAL LOADS: 4 I Conc(plf) I 2 Conclplf) L. Load Stress D. Load 120 1252 275 360 1001 285 Hidth Starting point Add/Repl 0- 1.75 froi Lt Add 0- 1.75 froi Lt Add 14" TJI350X" JOIST @ 19.2" o/c 2- 0.00 20- 0.00 IKPORTANT! The analysis presented below is output froi software developed by Trus Joist Corporation, Allowable product values shown are in accordance wilh current Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have not been checked for conforiance wilh the design drawings of the building, and have not been reviewed by Trus Joist Corporation Engineering. The load conditions considered in this design include Alternate leiber loading. Heb stiffeners are required al bearing 1 Naxiiui Design Allowable Control Sheardb) 1646 1646 < 2125 1291 Noient(fl-lb) 3548 3548 < 6380 1802 Deflection(in) 0.414 < 0.500 L/579 0.433 < 0.667 L/555 Overhang A Span 1 A LEFT Overhang under 1001 stress TOTAL Load KID Span 1 under 1001 stress ALTERNATE span load KIO Span t under Live Load criteria KID Span 1 under Total Load criteria Design Tolal Load Reactiondb) 2664 787 Live Load Reactiondb) 1404(1001) 640(1001) Assuied Bearing Lengthdn) 3.50 2.25 Naxiiui Unbraced Lengthlin) 59 57 Copyright TRUS JOIST CORPORATION 1990. TJl and KICO=LAH are registered tradeiarks of TRUS JOIST CORPORATiON. indicates 5eG) • 3Steld a tradeiark of TRUS JOIST CORPORATION. UJI3MtelMfcl OX 003ia xsior snidx uioi^id 05-15-1990 16:18:38 SIZE i=%N/=»L_YS I S TRUS JOIST CORPORATION Page 1 of 1 (Illll) Project Naie: LA COSTA VALLEY TERRACE Page Tille: UNIT E Z'^-^fttL. TJSizing 3.00 Using UBC Building Code For A/E Type of Sale Application: RES FLOOR Stress Level 1002 Live Load 40.0 psf Dead Load 14.5 psf Partition Load.... 0.0 psf SPECIAL LOAOS: t 1 Uniflpsf) Deflection Crileria Live Load Total Load L > 0' L/360 L/240 Heiber Use BEAN Heiber Slope.... 0.000 / 12 Roof Slope 0.000 / 12 Glued Floor N Repetitive Heiber Use N Reinforced Overhangs N L. Load Stress D. Load Hidth Starting point Add/Repl 300 1001 200 15- 0,00 0- 0.00 froi Lt Repl Pes of 1.75"xl4" MICRQ=LAM'=' LVL LUMBER 2800Fb @ 12.0" o/c 15- 0,00 IKPORTANT! The analysis presented below is output froa software developed by Trus Joist Corporation. Allowable product values shown are in accordance with currenl Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have not been checked for conforiance with the design drawings of the buildingj Sheardb) HoienK ft-lb) Deflectiondn) Haxiiui 3845 14417 Design 3246 14417 0.399 0.233 Allowable 9310 26001 0.750 0.500 Control 2872 1802 L/452 - L/771 RIGHT end Span 1 under 1001 stress TOTAL Load HID Span 1 under 1001 stress TOTAL Load HID Span 1 under Total Load criteria HID Span 1 under Live Load criteria Span 1 Design Tolal Load Reactiondb) 3844 3845 Live Load Reactiondb) 2250 2250 Kiniiui Bearing Lengthdn) 1.6 2.7 1.6 2.7 Kaxiiui Unbraced Lengthdn) 146 <«• Copyright TRUS JOIST CORPORATION 1990. TJI and HICO=LAH are registered tradeiarks of TRUS JOIST CORPORATION, indicates a tradeiark of TRUS JOIST CORPORATION. ees " 3 E> t* cd uii3Mfcjr-jfcj ox o E> 3 I a xsior 05-15-1990 16:33:14 SIZE #=itMP»l_YS I S TRUS JOIST CORPORATION Page 1 of 1 (Illll) Project Naie: LA COSTA VALLEY TERRACE Page Title: UNIT E TJSizing 3.00 Using UBC Building Code For A/E Type of Sale Application: RES FLOOR Stress Level 1002 Live Load 40.0 psf Dead Load 14.5 psf Partition Load.... 0.0 psf Deflection Criteria Live Load Total Load L > 0' L/360 L/240 Keiber Use BEAH Heiber Slope.... 0.000 / 12 Roof Slope 0,000 / 12 Glued Floor N Repetitive Heiber Use N Reinforced Overhangs N Hidth SPECIAL LOADS: L. Load Stress D. Load I 1 Concdbs) 2880 1001 800 380 1002 150 25- 0.00 797 1002 797 t 2 Uniflpsf) I 3 Concdbs) Starting point Add/Repl 15- 6.00 froi Lt Add 0- 0.00 froi Lt Repl 8- 0.00 froi Lt Add 3 Pes of 1.75"xl4" MICRO=LAM" LVL LUMBER 2800Fb @ 12.0" o/c 19- 6.00 5- 6.00 IKPORTANT! The analysis presented below is output froi software developed by Trus Joist Corporation. Allowable product values shown are in accordance wilh current Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have not been checked for conforiance wilh the design drawings of the building, i The load conditions considered in this design include Alternate leiber loading. Uplift exceeds 200 lbs. for tolal load. Uplift exceeds 200 lbs. for unbalanced load. Haxiiui Design Allowable Conlrol Sheardb) 10630 9990 < 13965 1402 RIGHT end Span 1 under 1002 stress TOTAL Load Koient(fl-lb) 33133 33133 < 39002 1182 RIGHT end Span 1 under 1001 stress TOTAL Load Deflectiondn) 0.428 < 0.650 L/546 HID Span 1 under Live Load criteria 0.634 < 0.975 L/369 HID Span 1 under Total Load criteria A Span 1 Span 2 " Design Total Load Reactiondb) Live Load Reactiondb) Kiniiui Bearing Lengthdn) Kaxiiui Unbraced Lenathdn) 5364 3609 1.5 2,5 166 18164 12700 4.9 8.5 105 -412 1.5 1.5 Copyright TRUS JOIST CORPORATION 1990. TJI and HICO=LAK are registered tradeiarks of TRUS JOIST CORPORATION. *• indicates a tradeiark of TRUS JOIST CORPORATION feia-3E)t)=l UJI3MfclMtel ox O O 3 I a l-l tel s UJ O fci J 05-15-1990 16:29:37 SIZE <=^rN|i=:^L_V'S I S TRUS JOIST CORPORATION Page 1 of 1 (lltll) Project Naie: LA COSTA VALLEY TERRACE Page Title: UNIT E TJSizing 3.00 Using UBC Building Code For A/E Type of Sale Application: RES FLOOR Stress Level 1001 Live Load 40.0 psf Dead Load 14,5 psf Partition Load 0.0 psf SPECIAL LOADS: I 1 Concdbs) Deflection Criteria Live Load Total Load L > 0' L/360 L/240 Heiber Use BEAK Heiber Slope.... 0,000 / 12 Roof Slope 0.000 / 12 Glued Floor N Repetitive Heiber Use.,... N Reinforced Overhangs N L. Load Stress D. Load 1080 1001 405 Hidth Starting point Add/Repl 6- 0.00 froi Lt Add 2 Pes of 1.75">:14" MICRO=LAM'=' LVL LUMBER 2800Fb & 12.0" o/c 18- 0.00 IHPORTANT! The analysis presented below is output froi software developed by Trus Joist Corporation. Allowable product values shown are in accordance with currenl Trus Joist Corporation laterials and code accepted design values. The specific product application, input design loads and stated diiensions have been provided by others, have not been checked for_CMlflUJl«:e with the design drawings of the building. Haxiiui Design Allowable Control Sheardb) 1594 1516 < 9310 6142 LEFT end Span 1 under 1001 stress idlAL Load HoienKft-lb) 8356 8356 < 26001 3112 KID Span 1 under 1001 stress TOTAL Load Deflectiondn) 0,192 < 0.600 L/999+ KID Span 1 under Live Load criteria 0.2B3 < 0.900 " L/762 HID Span 1 under Tolal Load criteria Span I Design Total Load Reactiondb) 1594 1099 Live Load Reactiondb) 1080 720 Hiniiui Bearing Lengthdn) 1.5 1.5 1.5 1,5 Haxiiui Unbraced Lengthdn) 262 Copyright TRUS JOIST CORPORATION 1990. TJI and HICO=LAK are registered tradeiarks of,TRUS JOIST CORPORATION. s*-4,-.'<'3'-.»oc J traHB.ark nf TRUS JOIST CORPORATION ^ astld UJI3MtelMte< ox Q.^, o 3 I a GEOCON INCORPORATED Geotechnical Engineers and Engineering Geologists File No. D-3370-T02 May 5, 1989 Chapparal Estates Corporation 3511 Camino Del Rio South, Suite 500 San Diego, California 92108 Attention: Mr. Jon Cloud Subject: LOTS 240 AND 241, LA COSTA VALLEY, UNIT 5 LA COSTA VALLEY TERRACE ALTISMA AND CARINGA WAY CARLSBAD, CALIFORNIA SOILS INVESTIGATION UPDATE LETTER Gentlement: In accordance with your request, we have reviewed the undated "Grading Plan & Erosion Control Plan for La Costa Valley Terrace" prepared by Hay Engineering and Surveying, Incorporated and the report entitled "Soil Investigation and Geologic Reconnaissance for Lot Nos. 240 and 241, La Costa Valley, Unit 5" prepared by Geocon Incorporated, dated January 11, 1985. In addition to the review of the above, the site was visited by a geologist from our firm on May 4, 1989 to observe the present surface site conditions. The purpose of the review was to determine if the conclusions and recommendations of our original report were still applicable to the development of the site as presently proposed. Based upon our observations of the property, the conditions at the site have not changed significantly since the date of our report. It is further our opinion that the plans have been prepared in substantial conformance with the geotechnical recommendations of our report. The maximum height and the steepness of the proposed slopes have been reduced and therefore, additional slope stability analysis is not warranted. It is, however, recommended that the reinforcement of the proposed footings be changed from "one No. 5 bar top and bottom" to two No. 4 bars top and two No. 4 bars bottom and the slab reinforcement be changed from "6x6-6/6 welded wire mesh" to No. 3 bars spaced at 18 inches on center in both directions. If there are any questions regarding this letter, or if we may be of further service, please contact the undersigned at your convenience. Very truly yours, GEOCON INCORPORATED K , Thomas V. Langpap ^VeffVferter RCE 20427 Project Geologist "V JW:TVL:Imp 619 558-6900 FAX 619 558-6159 GEOCON INCORPORATED Geotechnical Engineers and Engineering Geologists File No. D-3370-204 AprU 5, 1990 Fallon Development 2235 Encinitas Boulevard, Suite 215 Encinitas, Califomia 92024 Attention: Mr. Jim Levindofske Subject: LA COSTA VALLEY TERRACE CARLSBAD, CALIFORNIA FOUNDATION PLAN REVIEW Gentlemen: In accordance with your request, we have completed a geotechnical review of foundation plans for the subject property. For our review, we have utilized the foUowing documents: o Soil Investigation and Geologic Reconnaissance, Lots 240 and 241, La Costa Valley, Unit 5, Carlsbad, Califomia, prepared by Geocon Incorporated, dated January 11, 1985. o Soib Investigation Update Letter, Lots 240 and 241, La Costa Valley Unit 5, La Costa Valley Terrace, Altisma and Caringa Way, Carlsbad, Califomia, prepared by Geocon Incorporated, dated May 5, 1989. o Consultation, Lots 240 and 241, La Costa Valley, Unit 5, La Costa Valley Terrace, Carlsbad, Califomia, prepared by Geocon Incorporated, dated June 14, 1989. o Grading Plans for La Costa Valley Terrace, 1 inch equals 20 feet, prepared by Hunsaker and Associates, dated January 16, 1990. o Foundation Plans for La Costa Valley Terrace, prepared by Kenneth A. Purdy, Architecture and Planning, dated March 5, 1990. Based on our review, we conclude that the foundation plans are in substantial conformance with our previous recommendations with the exception of the following items: o Sheet SA-1. The plan should be clarified to indicate that all interior slabs, including garage slabs, should be underlain by a 6 mil visqueen moisture barrier centered in a 4-inch sand bed. 6960 Flanders Drive San Diego, CA 92121-2974 619 558-6900 FAX 619 558-6159 File No. D-3370-204 AprH 5, 1990 o Sheet C. The foundation detail for the recreation building slab should be revised to indicate that the slab reinforcement should have No. 3 bars at 18 inches on center with the slab on a 4-inch sand bed with a 6 mil visqueen moisture barrier centered in the sand. o Sheet S-3. Detail 5 should provide slab reinforcement consisting of No. 3 bars, 18 inches on center. o Sheet S-3. Detail 7 should provide a wall backdrain detail which should consist of 4-inch perforated pipe Schedule 40 or equivalent, surrounded by a minimum 3 cubic feet per linear foot of open graded rock wrapped in filter blanket. o AU interior footing detaUs should be revised to indicate a minimum depth of 24 inches measured from lowest adjacent grade. If you have any questions, or if we may be of further service, please contact the undersigned. Very truly yours, GEOCON INCORPORATED Thomas V. Langpap Monte L. Murbach RCE 20427 Project Geologist MLM:TVL:dmc (4) addressee SOIL INVESTIGATION AND GEOLOGIC RECONNAISSANCE FOR LOTS 240 AND 241, LA COSTA VALLEY, UNIT 5 CARLSBAD, CALIFORNIA FOR M.C.&D. CAPITOL CORPORATION c/o RICK ENGINEERING San Marcos, California By GEOCON, INCORPORATED San Diego, California January, 1985 GEOCON INCORPORATED ENGINEERS AND GEOLOGISTS • CONSULTANTS IN THE APPLIED EARTH SCIENCES File No. D-3370-T01 January 11, 1985 M.C.&D. Capitol Corporation c/o Rick Engineering 365 South Rancho Santa Fe Road San Marcos, California 92069 Attention: Subject: Mr. Barry Bender LOTS 240 AND 241, LA COSTA VALLEY, UNIT 5 ALTISMA WAY AND CARINGA WAY CARLSBAD, CALIFORNIA SOIL INVESTIGATION AND GEOLOGIC RECONNAISSANCE Gentlemen: In accordance with your request, we have perfonned a soil investigation and geologic reconnaissance for the subject site. The accompanying report presents the findings of our study and our conclusions and recommendations pertaining to site development. Based on the results of our study, it is our opinion that the site can be developed as proposed, provided the recommendations of this report are followed. If you have any questions or if we may be of further service, please contact the undersigned. Very truly yours, GEOCON, INCORPORATED Thomas V. Lan? RCE 20427 JW:MWH:lm Michael W. Hart CEG 706 Ueff Werter Staff Geologist (5) addressee (1) John Ash A.I.A. Associates 9530 DOWDY DRIVE • SAN DIEGO. CALIFORNIA 92126 PHONE (619) 6&§=2889^ TABLE OF CONTENTS Page SOIL INVESTIGATION AND GEOLOGIC RECONNAISSANCE Purpose and Scope. 1 Site and Project Description 2 Soil and Geologic Conditions 2 Fill 2 Topsoil 3 Delmar Formation 3 Groundwater 3 Faulting and Seismicity 4 Landsliding. 4 CONCLUSIONS AND RECOMMENDATIONS General 5 Potential Geologic Hazards 5 Grading 6 Groundwater 8 Subdrains 8 Soil and Excavation Characteristics 8 Slope Stability 9 Foundations 9 Concrete Slabs-on-Grade 10 Lateral Loading 11 Retaining Walls 11 Site Drainage 12 Grading Plan Review 13 LIMITATIONS AND UNIF0PJ4ITY OF CONDITIONS 14 Figure 1, Site Plan Figure 2, Slope Design Chart APPENDIX A FIELD INVESTIGATION Figures A-I - A-8, Logs of Test Borings APPENDIX B LABORATORY TESTING Table I, Moisture-Density and Direct Shear Test Results Table II, Compaction Test Results Table III, Expansion Index Test Results Figures B-l - B-5, Consolidation Curves APPENDIX C RECOMMENDED GRADING SPECIFICATIONS GEOCON INCORPORATED File No. D-3370-TOI January II, 1985 SOIL INVESTIGATION AND GEOLOGIC RECONNAISSANCE Purpose and Scope This report presents the results of our soil investigation_and geologic reconnaissance for a proposed 40-unit condominium development. The purpose of the investigation was to evaluate the surface and subsurface soil and geologic conditions encountered and to provide recommendations pertaining to the geotechnical aspects of the proposed site development. The scope of the investigation consisted of a site geologic reconnaissance, reviewing previous reports and aerial photographs (1953) and excavating seven large-diameter borings. Samples representative of the soils encountered were obtained and returned to the laboratory for testing. A more detailed description of the procedures and findings of the field and laboratory investigation is presented in Appendices A and B, respectively. The conclusions and recommendations which follow are based on an analysis of the data obtained and our experience with similar soil and geologic conditions. As part of our study, we have reviewed the following reports and plans: 4 "Site Inspection and Recommendations for Construction on Expansive Soils, Lots 240 and 241 of La Costa Valley, Unit No. 5, Carlsbad, California," prepared by Benton Engineering, Incorporated and dated January 15, 1981. • "Land Use Study Plat" prepared by Rick Engineering Company and data November 14, 1984. -1- GEOCON INCORPORATED File No. D-3370-TOI January 11, 1985 Site and Project Description The site is irregularly-shaped, roughly resembling a triangle and is bounded by Altisma Way, Caringa Way and an existing residential development in the La Costa area of Carlsbad, California (see Site Plan, Figure 1). Elevations range from a low of approximately 100 feet MSL at the southern end of the property to a high of approximately 160 feet MSL at the northern end of the property. Existing 1.5:1 cut and fill slopes up to 45 feet in height border the site which was previously graded as two relatively level pads. Sparse vegetation consisting of native grasses and chaparral cover portions of the property. Available plans indicate that the site will be graded to form building pads for construction of 40 condominium units. We anticipate that the units will be one- or two-story wood-frame and stucco construction over one and two levels of parking. Excavations on the order of 25 feet and fills on the order of 15 feet are proposed. Soil and Geologic Conditions Three general soil types and/or geologic units were encountered during the invastigation. These included, in order of increasing age, fill, topsoil and formational soiis of the Eocene Delmar Formation. Each of the soil types is discussed below. Fill. The majority of the site is covered by existing fill which was placed under the purview of Benton Engineering, Incorporated during 1970. -2- GEOCON INCORPORATED File No. D-3370-T01 January 11, 1985 The fills consist predominantly of sandy clays and clayey sands, which are very moist and moderately stiff to dense. Varying amounts of silty material and rock and gravel fragments occur within the fill. The maximum depth of the fill encountered during the investigation was 17 feet occurring in Boring I. Topsoil. A zone of topsoil was encountered in Borings 1, 2, 5 and 7 underlying the existing fill. The topsoil encountered was 2 to 5 feet in thickness and ranged from a sandy clay to a silty sand. Generally, the topsoil was dark brown, slightly moist, moderately dense and maloderous. The topsoil zone tends to be subject to soil creep. Underlying the topsoil was a zone of very weathered material of the Delmar Formation. Delmar Formation. On-site formational soils are of the Eocene-age Delmar Formation and consist of dense, moist, pale yellow-green, silty claystones and sandstones when into the unweathered portion. The Delmar material encountered was typically moderately to highly expansive. Groundwater No groundwater was encountered during the investigation and we do not expect groundwater to present a significant geologic hazard to the proposed development. Seepage was encountered in Boring 5 at a depth of approxi- mately 49 feet. Random seeps are common in the Delmar Formation and cut slopes and the bottoms of overexcavations should he observed by a geologist during grading. -3- GEOCON INCORPORATED File No. D-3370-TO1 January 11, 1985 Faulting and Seismicity No active faults are known to exist at the site or in the immediate vicinity, and none were encountered during the course of the investigation. The nearest active faults are the Elsinore and San Jacinto Faults, which lie approximately 25 and 49 miles, respectively, to the northeast (Map No. 1, CDMG). An offshore trace of the potentially active Rose Canyon Fault lies approximately 6 miles to the southwest. It is our opinion that the site could be subjected to moderate to severe ground shaking in the event of a major earthquake along either of the above-mentioned faults. However, seismic risk at this site is not considered to be significantly greater than that of the surrounding area in general. Landsliding No evidence of landslides was observed during the field investigation or noted in the review of previous reports or aerial photos. Partial regrading of the existing slopes is proposed and they should be observed during grading by a geologist. -4- GE(X;ON INCORPORATED File No. D-3370-TO1 January II, 1985 CONCLUSIONS AND RECOMMENDATIONS General 1. No soil or geologic conditions were encountered which would preclude the development of the site as presently proposed provided the recommendations of this report are followed. 2. The presence of moderately to highly expansive soils and areas underlain by topsoil prone to soil creep will require special consideration during site development. 3. It is recommended that the existing fill and topsoils be removed and recompacted to mitigate the potential for soil creep which typically occurs within the zone of topsoil. Potential Geologic Hazards 4. No faults or indications of faults were observed on the site during the field investigation. However, the site could be subjected to moderate to severe ground shaking in .the event of a major earthquake along any of the active faults in the Southern California area. It is our opinion that the seismic risk at the site is not significantly different than that of the surrounding area or the Carlsbad area in general. 5. The dense formational soils and the compacted fill soils have a very low liquefaction potential. That, combined with the absence of a permanent -5- GEOCON INCORPORATED File No. D-3370-T01 January 11, 1985 groundwater table within the site, renders the potential for liquefaction extremely low. 6. No landslides or topographic features suggestive of ancient landslides or slope instability were noted on the site. It is our opinion that the potential for landsliding is low and should not be a constraint to site development. Grading 7. All grading should be performed in accordance with the "Recommended Grading Specifications" presented in Appendix C. Where the recommendations of this portion of the report conflict with those of Appendix C, this section of the report takes precedence. 8. Site preparation should begin with the removal of all vegetation and other deleterious debris from areas to be graded. Such materials should be exported from the site. Material to be used in fills should be free of organic material. 9. All existing fill and topsoil should be removed and recompacted in areas which will support structures or settlement sensitive improvements. Removals should extend a minimum of 5 feet beyond the structure or a distance equal to the depth of the recompacted fill below finish grade, whichever is greater. -6- GEOCON INCORPORATED File No. D-3370-T01 January 11, 1985 10. Structures founded partially on cut and partially on fill are not recommended due to the increased potential for differential settlement. The cut portion of cut-fill building pads should be overexcavated to a minimum depth of 3 feet below finished grade and replaced with properly compacted fill material. ' 11. Where removal and recompaction is not practical, a pier and grade beam ' foundation system should be considered. Recommendations for this type of foundation can be provided when more specific grading and floor plans are ; available. I • 12. The bottom of overexcavated areas and all other natural ground to i receive fill should be scarified to a depth of approximately 12 inches, moisture conditioned to near optimum moisture content and recompacted. Fill should then be placed and compacted until final elevations are reached. All fill should be compacted to at least 90 percent of maximum dry density, as determined by ASTt-l Test Procedure D1557-70. 13. As discussed earlier, the site is overlain by moderately to highly expansive fill and topsoil. In addition, much of the formational material underlying the surficial deposits is likewise expansive. For this reason, special grading and/or foundation recommendations will be necessary. Tt is I i recommended that, where possible, and more expansive materials should be placed in deeper fills such that the least expansive materials are present -7- GEOCON INCORPORATED File No. D-3370-TO1 January 11, 1985 within 3 feet of finish grade. In addition, cut areas where expansive soils are exposed at finish grade, should be undercut to a depth of 3 feet and replaced with material possessing low expansive potential. Based on the results of the exploratory excavations, it is unlikely that a sufficient quantity of material possessing low expansive potential is available on- site to "cap" a significant amount of the proposed building areas. Hence, special foundation recommendations for expansive soil conditions are presented hereinafter. Groundwater 14. No groundwater table was encountered during the field investigation. Seepage was observed in Boring 1 and cut excavations should be observed by a geologist during grading to provide recommendations for mitigation of seepage if present at that time. Subdrains 15. No subdrains are anticipated for the project, however,.if seepage or other conditions requiring drains are encountered during grading, recommendations can then be made. ; Soil and Excavation Characteristics 16. The soils on the site vary fron low to high expansive. The materials required for capping of building pads to provide a very low to low expansive condition at finished grade will have to be "mined" selected zones of the formational soils or imported. -8- GEOCON INCORPORATED File No. D-3370-T01 January 11, 1985 17. In our opinion, the existing fill soils, topsoils and formational soils can be excavated with light to moderate effort with conventional j i ' heavy-duty grading equipment. ! i j Slope Stability I 18. The stability of the existing slopes on and adjacent to the property was analyzed utilizing the Slope Design Chart presented on Figure 2 and the findings of the field and laboratory investigation. The results of the analysis indicate that 1.5:1 cut and fill slopes will possess a factor of safety of at least 1.5 if limited to a maximum height of 90 feet and 26 feet, respectively. The maximum slope condition affecting the site occurs near the southerly property corner where a A5-foot-high, 1.5:1 fill over cut slope exists. The fill portion, as disclosed by Boring 1 and field mapping of the exposed slope, is approximately 20 feet high. Proposed site grading for the parking structures will reduce portions of the fill slope height by from 6 to 22 feet. It is, therefore, our opinion that the existing slopes including the combination cut/fill slope possess a factor of safety of at least 1.5 under present, as well as future loading and geometry conditions. I i Foundations I 19. The following foundation recommendations assume that highly expansive i soils will be present within the upper 3 feet of finish pad grade. The I actual expansion condition and corresponding foundation requirements would I be presented in the final compaction report. -9- GEOCON INCORPORATED File No. D-3370-T01 January 11, 1985 20. It is recommended that consideration be given to using a post- tensioned slab and foundation system in areas underlain by highly expansive soils as a means of reducing the occurrence of stress-related cracking in foundations and floor slabs. 21. If it is desired to utilize conventional continuous strip footings and concrete floor slabs, such footings should be at least 12 inches wide and should extend at least 24 inches below lowest adjacent pad grade. We recoTmnend minimum foundation reinforcement to consist of two continuous No. 5 steel reinforcing bars placed horizontally in the footings, one near the top and one near the bottom. This recommendation is based on soil characteristics only and is not intended to be in lieu of reinforcement necessary for structural considerations. 22. The allowable bearing capacity for foundations designed as recommended above is 3,000 psf for dead plus live loads. This value may be increased by one-third when considering transient loads due to wind or seismic forces. Concrete Slabs-on-Grade 23. If conventional foundations and concrete slabs-on-grade are used, the slabs should be at least 4 inches thick and should be underlain by 4 inches of clean concrete sand. Where moisture sensitive floor coverings are planned, and a visqueen moisture barrier should be provided and at least 2 inches of the sand blanket should overlie the visqueen to allow for proper concrete curing. -10- GEOCON INCORPORATED File No. D-3370-T01 January 11, 1985 24. Slab reinforcement should consist of 6x6-6/6 welded wire mesh placed within the upper one-third of the slab. It has been our experience that the mesh must be physically pulled up into the slab after the placement of concrete in order to provide proper positioning of the mesh. As an alternative to the wire mesh. No. 3 bars placed at 18 inches on-center in both directions should be considered. Lateral Loading 25. Lateral loads may be resisted by a passive earth pressure equivalent to a fluid weight of 300 pcf for footings or shear keys poured neat against properly compacted granular soils or undisturbed formational soils. The upper 12 inches of material in areas not protected by floor slabs or pavement should not be included in design for passive resistance. 26. If friction is to be used to resist lateral loads, a coefficient of friction between soil and concrete of 0.35 is recommended. 27. Footings should not be located closer than 7 feet from the top of fill slopes. Footings that must be located in this zone, should be extended in depth until the outer bottom edge of the footing is at least 7 feet horizontally from the face of the slope. Retaining Walls 28. It is recommended that retaining walls be designed for an active soil pressure equivalent to a fluid weight of 35 pcf. This value assumes that -11- GEOCON INCORPORATED File No. D-3370-TO1 January 11, 1985 the walls are unrestrained from movement at the top, have a drained , granular backfill and a level backfill surface. For walls with backfill ' surfaces inclined at no steeper than 2.0 to 1.0, an active pressure of 42 J pcf is recommended. Where walls are restrained from movement at the top, i such as basement walls, a uniform horizontal pressure of 7H psf (where H is ! j the height of the wall in feet) should be applied in addition to the active . pressures recommended above. I 29. All retaining walls should be provided with a backfill drainage system adequate to prevent the buildup of hydrostatic forces. Site Drainage 30. Adequate drainage provisions are imperative. Under no circumstances should water be allowed to pond adjacent to footings. The lots and building pads should be properly finish graded after buildings and other improvements are in place such that surface drainage is directed away from foundations, floor slabs and the top of slopes to controlled drainage structures. 31. Present picns call for several walls and portions of structures to be placed below grade. These areas shculd be carefully waterproofed and evaluated for placement of drains when detailed plans are available. i j 32. Our experience indicates that even with these provisions, a groundwater condition can and may develop as a result of increased irrigation. -12- GEOCON INCORPORATED File No. D-3370-T01 January 11, 1985 landscaping and upslope surface runoff, particularly in residential developments. Grading Plan Review 33. The soil engineer and engineering geologist should review the grading plans prior to finalizing. Additional engineering analysis, coimneiits or recommendations may be necessary. -13- GEOCON INCORPORATED File No. D-3370-T01 January 11, 1985 LIMITATIONS AND UNIFORMITY OF CONDITIONS 1. The recommendations of this report pertain only to the site investigated and are based upon the assumption that the soil conditions do not deviate from those disclosed in the investigation. If any variations or undesirable conditions are encountered during construction, or if the proposed construction will differ from that planned at the present time, Geocon, Incorporated should be notified so that supplemental recom- mendations can be given. 2. This report is issued with the understanding that it is the responsibility of the owner, or of his representative, to ensure that the information and recommendations contained herein are brought to the attention of the architect and engineer for the project and incorporated into the plans, and the necessary steps are taken to see that the contractor and subcontractors carry out such recommendations in the field. 3. The findings of this report are valid as of the present date. However, changes in the conditions of a property can occur with the passage'of time, whether they be due to natural processes cr the works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards may occur, whether they result from legislation or the broadening of knowledge. Accordingly, the findings of this report may be invalidated wholly or partially by changes outside our control. Therefore, this report Is subject to review and should not be relied upon after a period of three years. -14- GEOCON INCORPORATED File No. D-3370-T01 ' Januarv 11, 198? LEGEND ®. _.APPROX. LOCATION GF TEST BORING PROPOSED STRUCTURE Qcf. COMPACTED FILL "^d DEL MAR FORMATION Q). APPROX. DEPTH OF FILL SCALE 100 SITE PLAN LOTS 240 AND 241, LA COSTA VALLEY, UNIT 5 CARLSBAD, CALIFORNIA Figure 1 GEOCON INCORPORATED SLOPE 'DESIGN CTP c ft) statistical analysis of 255 trial circles reveals that use of a factor of safety of 1.89 and Taylor's charts is not significantly different from the use of a factor of safety of 1.5 and a seismic load of O.IG .The chart below,is based on factors of safety of 1.5 and 1.89 and Taylor's chart. Enter the chart from the bottom left with the given slope ratio. Go up to the appropriate"(]3"curve (dashed for seismic)proceed right to the"c"curve. Kead allowable heights top(with seismic) and bottom(without seismic). X~l—'f Slopelleight with Seismic, .8 '2 "? "J? •Slope Ratio 'b' Slope height without Seismic C HI (U p. C (T> l-l Z ^ O - I to 00 O 1 H O X.P. 334.70 APPENDIX A GEOCON INCORPORATED File No. D-3370-TO1 January 11, 1985 APPENDIX A FIELD INVESTIGATION The field investigation was performed on January 3 and 4, 1985 and consisted of the excavation of seven large-diameter borings to a maximum depth of 53 feet. The approximate locations of our exploratory excavations are shown on the attached Site Plan, Figure 1. The exploratory borings were drilled utilizing an ED-70 bucket auger drill rig equipped with 30-inch-diameter bucket. As drilling proceeded, relatively undisturbed samples were obtained by driving a 3-inch O.D. split-tube sampler into the undisturbed soil mass with blows from the Kelly bar falling 12 inches. Disturbed bulk samples of representative soil types were also obtained and returned to our laboratory. GEOCON INCORPORATED File No. D-3370-TO1 January 11, 1985 BORING 1 ELEVATION_ EQUIPMENT .DATE DRILLED. Z| ZlL > IT a UJ # I- - 0 MATERIAL DESCRIPTION 2 - - 4 - - 6 - - 8 - - 10 - 12 - - 14 - 16 - - 18 - - 20- - 22- - 24- - 26- - 28- 1-3 1-7 1-8 7^ o'^y^} / A FILL Loose, very moist, tan to yellow-brown. Clayey, fine to medium SAND Moderately dense, very moist, tan to yellow- brown, Sandy CLAY/Silty CLAY BULK 109.4 $AMPLE 18.3 Moderately dense, very moist, dark brown, Silty CLAY • becomes mixed with gray-brown, Sandy CLAY and maloderous with minor gravel and rock fragments - 3 107.1 20.0 111.3 BULK 10.7 BAMPL- \ TOPSOIL Moderately dense, moist, dark brown, Sandy CLAY with minor gravel and rock fragments DELMAR FOP_^L\TIGN Moderately dense, moist, gray-brown, Silty, fine to coarse SAITO with gravel, very weathered Dense, moist, pale yellow-green, Silty CLAYSTONE/Clayey SILTSTONE 15/ 9" 125.3 BULK 118.4 8.7 (SAMPLE! 10.5 Figure A-1, Log of Test Boring 1 Continued next page SAMPLE SYMBOLS • _ SAMPLING UNSUCCESSFUL OISTURBED OR BAG SAMPLE 1] STANDARD PENETRATION TEST B CHUNK SAMPLE • _ DRIVE SAMPLE (UNDISTURBED) WATEB TABLE OR SEEPAGE NOTE THE LOGOF SUBSURFACE CONDITIONS SHOWN HEREON APPLIESONLY ATTHE SPECIFIC BORINGORTRENCH LOCATION ANO ATTHE DATE INDICATED ITIS NOTWARRANTEO TOBE REPRESENTATIVEOF SUBSURFACE CONDITIONS AT OTHER LOCATIONS ANO TIMES GEOCON INCORPORATED File No. D-3370-T01 Janaury 11, 198.=^. m-UJ o 2 < o _l o X CO — <cri BORING 1 CONTINUED ELEVATION. .DATE DRILLED. EQUIPMENT 0(j(- <<t/5 ^111:3: zu: LUO > c o OS 30 MATERIAL DESCRIPTION .32. _ 34 . _ 36 . - 38 . - 40 . - 42 . - 44 46 - 48- - 50- 52- 1-9 1-10 1-11 Dense, slightly moist, pale yellow-green. Clayey SILTSTONE, friable 25 114.4 BULK 15.8 BAMPLE Dense, slightly moist, tan to gray-brown, Sandy SILTSTONE, friable 30/ 9" 117.7 14.8 Dense, moist, tan to gray-brown, Silty SAIs'DSTONE, fine- to medium-grained and coarser with depth , Contact N-S 8W with seepage 1-12 Dense, moist, yellow-brown. Clayey SILTSTONE, friable 50/ 6" 98.5 23.3 - 54- BORIKG TERMINATED AT 53.0 FEET Figure A-2, Log of Test Boring 1 Continued SAMPLE SYMBOLS n SAMPLING UNSUCCESSFUL !3 DISTURBED OR BAG SAMPLE I]— STANDARD PENETRATION TEST fH CHUNK SAMPLE • DRIVE SAMPLE lUNOISTURBEOI WATER TABLE OR SEEPAGE NOTE THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING ORTRENCH LOCATION ANO ATTHE DATE INDICATED ITISNOTWAHRANTEDTO BE REPRESENTATIVEOF SUBSURFACECONOITIONS ATOTHER LOCATIONSAND TIMES GEOCON INCORPORATED File No. D-3370-T01 January 11, 1985 . 0 . 2 . 4 . - 6 - . 8 . 10 - 12 - 14 - 16 - 18- - 20- - 22- - 24- 26- - 34- BORING 2 ELEVATION_ EQUIPMENT . .DATE DRILLED. MATERIAL DESCRIPTION Ooi- w UJO >• CE Q UJ # i;;uj -=o 2-1 2-4 2-7 2-8 FILL Loose, very moist, pale yellow-green, Silty CLAY Moderately loose, very moist, red-brown, Sandy CLAY Moderately dense, very moist, pale yellow to brown, slightly Sandy, Clayey SILT with occasional pebbles 109.0 16.8 TOPSOIL Moderately dense, moist, dark brown, Sandy CLAY, maloderous DELMAR FORMATION Medium dense, moist, brown. Clayey SAfID with abundant gypsum crystals, very weathered Dense, slightly moist, pale yellow-green. Clayey SILTSTONE Break in log BORING TERMINATED AT 36.0 FEET BULK SAMPLI 116.4 12.2 111.3 17.0 • 5 BULK 103.! - 20 116.5 25/ 9" 120.5 SAI-IPLH 20.0 15.0 11.8 Figure A-3, Log of Test Boring 2 SAMPLE SYMBOLS • _ SAMPLING UNSUCCESSFUL DISTURBEOOR BAG SAMPLE C —STANOARO PENETRATION TEST B CHUNK SAMPLE • _ _ DRIVE SAMPLE (UNDISTURBED) _ WATER TABLE OR SEEPAGE NOTE THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY ATTHE SPECIFIC BORING ORTRENCH LOCATION ANO AT THE DATE INDICATED ITIS NOT WARRANTED TO BE REPHESENTATIVEOFSUBSUHFACECONDITIONS ATOTHER LOCATIONSAND TIMES GEOCON INCORPORATED File No. D-3370-TO1 January 11, 1985 o 2 LU _1 Q. 2 < > C3 O _i O X BORING 3 ELEVATION_ EQUIPMENT . .DATE DRILLED. OOI- i-wg to 2u: UJO >-tr o UJ# D:I-- CO tif . 0 MATERIAL DESCRIPTION 2 . - 4 - . 6 - 8 - 10 - 3-1 3-2 - 12 - FILL Loose, very moist, brown to dark brown, Sandy CLAY and Clayey, fine to medium SAl'ID DELMAR FORMATION Dense, moist, pale yellow-green, Sandy SILTSTONE, friable 7/ 9" 118.9 11.5 12 116.0 13.2 BORING TEPvMINATED AT 11.0 FEET _ 0 BORING 4 - 2 . _ 4 - 8 . 10 ;hM:: yy FILL Loose, very moist, tan to dark brown, Silty, fine to medium SAND V DEL:'L\R FOR:UTION • Dense, moist, tan, Silty, fine to coarse SANDSTONE BORING TERMINATED AT 10.0 FEET Figure A-4, Log of Test Borings 3 and 4 SAMPLE SYMBOLS • _ _ SAMPLING UNSUCCESSFUL B STANOARO PENETRATION TEST DRIVE SAMPLE (UNDISTURBED) SAMPLE SYMBOLS _ DISTURBED OR BAG SAMPLE B CHUNK SAMPLE WATEB TABLE OR SEEPAGE NOTE THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY ATTHE SPECIFIC BORING OH TRENCH LOCATION ANO AT THE OATE INDICATED IT ISNOTWARHANTEDTO BE REPRESENTATIVEOF SUBSURFACE CONDITIONS ATOTHER LOCATIONS ANO TIMES GEOCON INCORPORATED File No. D-3370-T01 .Tanuary 11, 1985 ± t- d 2 CL 2 < CO BORING 5 ELEVATION_ EQUIPMENT .DATE DRILLED. Ooi- i-co> CO 2u: Ulo > IT Q UJ # 2° - 0 MATERIAL DESCRIPTION TT"' 4 - - 6 - 5-1 8 - - 10 - - 12 - - 14 - - 16 - - 18 - - 20 - - 22 - - 24- - 26 - 28- 5-2 5-3 5-4 5-5 FILL Loose, moist to very moist, yellow-brown. Clayey, fine to medium SAND and dark brown, Sandy CLAY with occasional rock fragments becomes moderately dense 104.4 19.0 106.9 18.1 5-6 becomes orange-brown TOPSOIL Moderately dense, dry to slightly moist, dark brown. Clayey Silty, fine to medium SAND, maloderous 117.7 BULK 7.2 f.AIIPLE DEL:IAR FORMATION Moderately dense, moist, gray-brown, Sandy CLAY 120.1 Slightly moist, tan to gray-brown, Silty, fine to coarse SAIHDSTONE Moderately dense, moist, pale yellow-green. Clayey SANDSTONE Dense, slightly moist, yellow-brown, Sandy SILTSTONE, massive 13 111.9 12.2 15.9 Figure A-5, Log of Test Boring 5 Continued next page SAMPLE SYMBOLS • _ . SAMPLING UNSUCCESSFUL . DISTURBED Ofl BAG SAMPLE C_STANDARD PENETRATION TEST B CHUNK SAMPLE • X DRIVE SAMPLE (UNDISTURBED) _ WATER TABLE OR SEEPAGE NOTE THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY ATTHE SPECIFIC BORING ORTRENCH LOCATICNAND ATTHE DATE INDICATED ITISNOTWARRANTEDTOBE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHEHLOOTIONSAND TIMES GEOCON INCORPORATED File No. D-3370-TO1 January 11, 1985 Q-2,^ Q. 2 < CO > a o _i o X CO CO — <crf CO BORING 5 CONTINUED ELEVATION. .DATE DRILLED. EQUIPMENT rllJ 2, Oo»^ I-cog ^coO CO zu: UJO >-cr o CO fff 20 . 30 MATERIAL DESCRIPTION 5-7 I -32 - -34 - -36 - 38 - 25/ 9" 118.8 12.6 -40 -BORING TERMINATED AT 39.5 FEET (Stopped drilling due to very dense SILTSTONE) Figure A-6, Log of Test Boring 5 Continued SAMPLE SYMBOLS n SAMPLING UNSUCCESSFUL K OISTURBED OR BAG SAMPLE I] STANDARD PENETRATION TEST B CHUNK SAMPLE • — DRIVE SAMPLE (UNDISTURBED) — WATER TABLE OR SEEPAGE NOTE THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY ATTHE SPECIFIC BORING OR TRENCH LOCATION AND ATTHE DATE INDICATED ITISNOTWABRANTEDTO BE REPRESENTATIVEOF SUBSURFACECONOITIONS ATOTHER LOCATIONS ANOTIMES GEOCON INCORPORATED File No. D-3370-T01 January 11, 1985 EPTH IN •EET IPLE NO. LITHOLOGY INDWATERl . CLASS BORING 6 Fl FVATION DATE DRI! 1 FD PENETRATION RESISTANCE BLOWS/FT. DENSITY P.CF. MOISTURE CONTENT, % o -LITHOLOGY GROL FnillPMENT PENETRATION RESISTANCE BLOWS/FT. DRY MOISTURE CONTENT, % GROL 0 MATERIAL DESCRIPTION . 2 - FILL Moderately loose, moist to very moist, brown to orange-brown, Sandy CLAY - 4 . - • -13 i?A.n 7.R - 6 . . 8. 6-1 DELMAR FORMATION Dense, slightly moist, yellow-brown to tan, Silty, fine to medium SANDSTONE, massive - - 10. ' 13/ • 9" 119.5 12.0 - 12- - 14- \y:f\ - 16-BORING TERMINATED AT 15.0 FEET - > - - Figure A-7, Log of Test Boring 6 SAMPLE SYMBOLS • _ SAMPLING UNSUCCESSFUL STANDARD PENETRATION TEST • -DRIVE SAMPLE (UNOISTURBEO) SAMPLE SYMBOLS DISTURBED OB BAG SAMPLE B.. CHUNK SAMPLE WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING ORTRENCH LOCATION AND ATTHE OATE INDICATED. ITISNOTWARRANIEOTOBE REPRESENTATIVE OFSUBSURFACECONOITIONSATOTHERLOCATIONS ANO TIMES GEOCON INCORPORATED File No. D-3370-TO1 January 11, 1985 EPTH IN •EET IPLE NO. LITHOLOGY GROUNDWATER! . CLASS SCS) BORING 7 Fl FVATION DATE DRM 1 FD ETRATION IISTANCE OWS/FT. DENSITY P.CF. MOISTURE CONTENT. % 2 LITHOLOGY GROUNDWATER! FOlllPMENT DRY MOISTURE CONTENT. % GROUNDWATER! n MATERIAL DESCRIPTION • '.yo •'.'. y. . • • FILL — — .y-.'^.y. Loose, very moist, brown to orange-brown. - 2 -7-1 Sandy CLAY and Clayey, fine to medium SAND with occasional rock fragments ' 3 110.6 15.4 ... • ii/. - 4 -yy'.; • -- - 6 -M 7-2 W'\'.'V--TOPSOIL " 5 121.3 11.0 - 8 -"•• • :;r;i:.|:-. Moderately dense, damp, dark brown, Silty, - - "•• • :;r;i:.|:-. fine to medium SAND - 10 -•yyi}\ \ DELMAR FORMATION Dense, slightly moist, yellow to gray-brown. - 12 -Silty, fine to medium SAl^DSTONE - 14 - - - 16 -:;i:Vfe - 18 -••ny - 20 -BORING TERMINATED AT 19.0 FEET -- - - - - •* m • - - Figure A-8, Log of Test Boring 7 SAMPLE SYMBOLS D _ SAMPLING UNSUCCESSFUL 13 _ DISTURBED OR BAG SAMPLE D_ STANOARO PENETRATION TEST B CHUNK SAMPLE • DRIVE SAMPLE (UNDISTURBED) Z. _ WATER TABLE OR SEEPAGE NOTE. THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIESONLY ATTHE SPECIFIC BORING OR TRENCH LOCATION AND ATTHE OATE INDICATED ITlSNOTWARRANTEDTOBE REPRESENTATIVE OF SUBSURFACECONOITIONSATOTMERLOCATIONSANO TIMES GEOCON INCORPORATED APPENDIX B GEOCON INCORPORATED File No. D-3370-TO1 January 11, 1985 APPENDIX B LABORATORY TESTING Laboratory tests were performed in accordance with generally accepted test methods of the American Society for Testing and Materials (ASTM) or other suggested procedures. Selected relatively undisturbed samples were tested for their in-place dry density and moisture content. The maximum dry density and optimum moisture content of selected bulk samples were determined in accordance with ASTM Test Procedure D1557-70, A. Portions of the bulk samples were then remolded to selected densities and subjected to direct shear tests and expansion tests. Consolidation tests were performed on selected samples of existing fill to determine their compressibility characteristics. The results of our laboratory tests are presented in tabular form herein- after. The in-place density and moistui'e characteristics are also presented n the logs of test borings. GEOCON INCORPORATED File No. D-3370-T01 January 11, 1985 TABLE I Summary of In-Place Moisture-Density and Direct Shear Test Results Angle of Dry Moisture Unit Shear Sample Depth Density Content Cohesion Resistance No. ft. pcf % psf Degrees 1-2 5 109.4 18.3 1-3 10 107.1 20.0 1-4 15 111.3 10.7 1-6 20 125.3 8.7 1-8 25 118.4 10.5 1-9 30 114.4 15.8 260 38 1-11 40 117.7 14.8 1-12 50 98.5 23.3 2-1 5 109.0 16.8 2-3 10 116.4 12.2 2-4 15 111.3 17.0 2-6 20 103.9 20.0 2-7 25 116.5 15.0 2-8 35 120.5 11.8 3-1 5 118.9 11.5 3-2 10 116.0 13.2 5-1 5 104.4 19.0 400 28 5-2 10 106.9 18.1 5-3 15 117.7 7.2 600 36 5-5 20 120.1 12.2 5-6 25 111.9 15.9 • 5-7 3C 118.8 12.6 6-1 5 124.0 7.8 6-2 10 119.5 12.0 7-1 2 110.6 16.4 7-2 7 121.3 11.0 *1-1 4 109.4 12.3 220 25 *1-10 31 103.2 17.0 220 28 *Sample remolded to approximately 90 percent of maximum dry density at near optimum moisture content. GEOCON INCORPORATED File No. D-3370-TO1 January 11, 1985 TABLE II Summary of Laboratory Compaction Test Results ASTM D1557-70 Sample No. 1-1 1-7 1-10 Description Tan to yellow-brown. Clayey fine to medium SAND Gray-brown, Silty, fine to coarse SAND Yellow-green, Clayey SILT Maximum Dry Density pcf 121.5 124.8 Optimum Moisture % Dry Wt. 12.2 10.7 115.1 15.4 TABLE III Summary of Laboratory Expansion Index Test Results Sample No. Moisture Content Before Test After Test Dry Density Expansion FHA Index Swell % 1-1 5-1 12.0 19.0 23.8 25.9 102.5 104.4 32 8.2 GEOCON INCORPORATED File No. D-3370-T01 .January 11, 1985 CONSOLIDATION CURVE SAMPLE NS:BI- o -I o CO z o u I iii! 0.5 50 100 APPLIED PRESSURE (in KIPS /ft*) Figure B-l GEOCON INCORPORATED File No. D-3370-TO1 ,lanuary 11, 1985 CONSOLIDATION CURVE SAMPLE N2'BI-3 !7FT 1 z o < a -J o tn z o o o I'i I li 100 50 APPLIED PRESSURE (in KIPS/ff*) Figure B-2 GEOCON INCORPORATED File No. D-3370-T01 Januarv 11, 1985 CONSOLIDATION CURVE SAMPLE N2: Bl-6 111111 IIIIIIIII jM-WATER ADDED: lllli !> rmm nil I III! ill' I'iil iiii ilii '• .'I lii^ !|; |i 0.5 50 100 APPLIED PRESSURE (in KIPS /ft*) Figure B-4 GEOCON INCORPORATED File No. D-3370-T01 January 11, 1985 CONSOLIDATION CURVE SAMPLE ! i I 50 m 100 APPLIED PRESSURE (in KIPS/ft*) Figure B-3. GEOCON INCORPORATED File No. D-3370-T01 January 11, 1985 CONSOLIDATION CURVE SAMPLE < a • o tn z o o o mm ll iiiiiilliiliiii III! I ii iiiii: II ii nil llilii 1 50 100 APPLIED PRESSURE (in KIPS/ff*) Figure B-5 GEOCON INCORPORATED c 0 c APPENDIX C [ r -• .•r.^H^.,,'' GEOCON INCOnrOMATKD File No. D-3370-TO1 January 11, 1985 RECOMMENDED GRADING SPECIFICATIONS 1. General f 1.1 These specifications have been prepared for grading of Lots 240 and i 241, La Costa Valley, Unit 5 located at Altisma Way and Caringa Way in Carlsbad, California. They shall be used only in conjunction with the soil report for the project dated January 11, 1985 prepared by I Geocon, Incorporated. 1.2 The contractor shall be responsible for placing, spreading, watering, and compacting the fill in strict conformance with these specifica- tions. All excavation and fill placement should be done under the observation of the Geocon, Incorporated. Geocon, Incorporated should be consulted if the contractor or owner wishes to deviate from these specifications. 1.3 The grading should consist of clearing, grubbing, and removing from the site all material the Soil Engineer designates as "unsuitable"; preparing areas to be filled; properly placing and compacting fill materials; and all other work necessary to conform with the lines, grades, and slopes shown on the approved plans. 2. Preparation of Areas to be Graded 2.1 All trees and shrubs not to be used for landscaping, structures, weeds, and rubbish should be removed from the site prior to commencing any excavating or filling operations. 2.2 All buried structures (such as tanks, leach lines, and pipes) not designated to remain on the site should be removed, and the resulting depressions should be properly backfilled and compacted prior to any grading or filling operations. 2.3 All water wells should be treated in accordance with the requirements of the San Diego County Health Department. Th*; owner shall verify the requirements. 2.4 All vegetation and soil designated as "unsuitable" by the Soil Engineer should be removed under his observation. The exposed surface should then be plowed or scarified to a depth of at least 12 inches until the surface is free from ruts, hummocks, or other uneven features that would prevent uniform compaction by the equipment used. GEOCON INCORPORATED 2.5 Where the slope ratio of the original ground is steeper than 6.0 horizontal to 1.0 vertical, or where recommended by the Soil Engi- neer, the bank should be benched in accordance with the following illustration. NOTES FINISH GRADE ORIG I.NAL GROUND SLOPE TO 3E SUCH THAT SLOUGHING OR SLIDING DOES NOT OCCUR FINISHED SLCPE SURFACE REMOVE AS RECOt-WENOED 3Y SOIL ENGINEER (NOTE 2) KEY 3 ' (NOTE n (1) "B" should be 2 feet wider than the com- paction equipment, and should be a min- imum of 10 feet wide. (2) The outside of the bottom key should be below the topsoil or slopewash and at least 3 feet into dense formational ma- terials . 2.6 After the areas have been plowed or scarified, the surface should be disced or bladed until they are free from large clods; brought to the proper moisture content by adding water or aerating; and corapacted as specified in Section 4 of these specifications. 3. Materials Suitable for Use in Corapacted Fill 3.1 Material that is perishable, spongy, contains organic matter, or is otherwise unsuitable should not be used in compacted fill. Material used for compacted fill should consist of at least 40 percent fines smaller than 3/4-inch diameter. 3.2 The Soil Engineer should decide what materials, either imported to the site or excavated from on-site cut areas, are suitable for use in compacted fills; the Soil Engineer should approve any import material before it is delivered to the site. During grading, the contractor may encounter soil types other than those analyzed for the soil investigation. The Soil Engineer should be consulted to evaluate the suitability of such soils. 3.3 Any material containing rocks or hard lumps greater than 6 inches in diameter should be placed in accordance with Section 6 of these specifications. 3.4 The Soil Engineer should perform laboratory tests on representative samples of material to be used in compacted fill. Such tests should be performed to evaluate the maximum dry density and moisture content of the samples. The tests should be performed in accordance with accepted test methods of the American Society of Testing and Materials (ASTM). GEOCON INCORPORATED 4. Placing, Spreading, and Compacting Fill Material 4.1 Unless otherwise specified, fill material should be compacted while I at a moisture content near the optimum moisture content and to a relative compaction of at least 90 percent as determined by accepted ASTM test methods. < ^ 4.2 Fill materials should be placed in layers that, when compacted, have a relative compaction in conformance with the project specifications, f Each layer should be spread evenly and mixed thoroughly to provide j uniformity of materials in each layer. I 4.3 When the moisture content of the fill material is less than that j recommended by the Soil Engineer, water should be added until the moisture content is as recommended. VJhen the moisture content of the fill material is more than that recommended by the Soil Engineer, the fill material should be aerated by blading, mixing, or other methods until the moisture content is as recommended. 4.4 After each layer is placed, mixed, and spread evenly, it should be thoroughly compacted to the recomended minimum relative compaction. 4.5 The fill should be compacted by sheepsfoot rollers, multiple-wheel pheumatic-tired rollers, or other types of compacting rollers that are capable of compacting the fill at the recommended moisture content. Each layer should be rolled continuously over its entire area until the recommended minimum relative compaction is achieved i throughout the fill. ; 4.6 The fill operation should be continued in layers, as specified above, until the fill has been brought to the finished slopes and grades shouTi on the approved plans. 4.7 Fill slopes should be compacted by sheepsfoot rollers, by track- walking with a dozer, or by other suitable equipment. Compaction operations should continue until the slopes are properly compacted i (that is, in-place density tests indicate a relative compaction of at i least 90 percent at a horizontal distance of 2 feet from the slope face). « I 5. Observation of Grading Operations 5.1 The Soil Engineer should make field observations and perform field I and laboratory tests during the filling and compaction operations, so i that he can express his opinion whether or not the grading has been performed in substantial compliance with project recommendations. I 5.2 The Soil Engineer should perform in-place density tests in accordance with accepted ASTM test methods; such density tests should be made in I the compacted materials below the disturbed surface. When results of tests taken within any layer indicate a relative compaction belov; that recommended, that layer or portion thereof should be reworked until the recommended relative compaction is obtained. GEOCON INCORPORATED I 6. Oversize Rock Placement 6.1 "Oversize" rock is defined as material that is greater than 6 inches and less than 4 feet in maximum dimension. Material over 4 feet in maxiraum dimension should not be used in fills; such material should be exported from the site, broken into acceptably sized pieces, used for landscaping purposes, or placed in areas designated by the Soil * Engineer and/or approved by appropriate governing agencies. I 6.2 The Soil Engineer should continuously observe the placement of over- l size rock. ; 6.3 Oversize rock should be placed in lifts not exceeding the maximum dimension of the rock, and should be placed in a manner that will not result in "nesting" of the rocks. Voids between rocks should be completely filled with properly corapacted (minimum relative com- paction of 90 percent), fine granular material, 6.4 Oversize rock should not be placed within 5 feet of finish pad grade, within 10 feet of street subgrade, or within 2 feet of the bottom of • the proposed utility lines, whichever is deeper, 7, Protection of Work 7.1 During construction, the contractor should grade the site to provide positive drainage away from structures and to prevent water from ' ponding adjacent to structures. Water should not be allowed to dam- s age adjacent properties or finished work on the site. Positive drainage should be maintained by the contractor until permanent 4 drainage and erosion control facilities are installed in accordance > with project plans. 7.2 No additional grading shall be done, except under the observation of f the Soil Engineer. GEOCON INCORPORATED GEOCON INCORPORATED Geotechnical Engineers anci Engineering Geologists File No. D-3370-TO2 May 5, 1989 Chapparal Estates Corporation 3511 Camino Del Rio South, Suite 500 San Diego, California 92108 Attention: Mr. Jon Cloud Subj ect: LOTS 240 AND 241, LA COSTA VALLEY, UNIT 5 LA COSTA VALLEY TERRACE ALTISMA AND CARINGA WAY CARLSBAD, CALIFORNIA SOILS INVESTIGATION UPDATE LETTER Gentlement: In accordance with your request, we have reviewed the undated "Grading Plan 6e Erosion Control Plan for La Costa Valley Terrace" prepared by Hay Engineering and Surveying, Incorporated and the report entitled "Soil Investigation and Geologic Reconnaissance for Lot Nos. 240 and 241, La Costa Valley, Unit 5" prepared by Geocon Incorporated, dated January 11, 1985. In addition to the review of the above, the site was visited by a geologist from our firm on May 4, 1989 to observe the present surface site conditions. The purpose of the review was to determine if the conclusions and recommendations of our original report were still applicable to the development of the site as presently proposed. Based upon our observations of the property, the conditions at the site have not changed significantly since the date of our report. It is further our opinion that the plans have been prepared in substantial conformance with the geotechnical recommendations of our report. The maximum height and the steepness of the proposed slopes have been reduced and therefore, additional slope stability analysis is not warranted. It is, however, recommended that the reinforcement of the proposed footings be changed from "one No. 5 bar top and bottom" to two No. 4 bars top and two No. 4 bars bottom and the slab reinforcement be changed from "6x6-6/6 welded wire mesh" to No. 3 bars spaced at 18 inches on center in both directions. If there are any questions regarding this letter, or if we may be of further service, please contact the undersigned at your convenience. Very truly yours, GEOCON IJICQCTORATED Thomas V. Langpap RCE 20427 reff Wferter Project Geologist JW:TVL:Imp 619 558-6900 FAX 619 558-6159 Title 24 Compliance HVAC LOAD CALCULATIONS Project Title: Project Number. JM. La CoBta Valley Terraa Client: Kenneth A. Purdy, A.I.A. W7nnfniP'H ^^te: March 30, 1990 InJL^ W USIULWLKJ Additional CFA to Unit E New FAU model. Unit D ROBERT K, NACKE, P.E. Mechanical Engineer HVAC/Fire Protection Design 14S Schubert Path, Cardiff by the Sea, Califomia 92007 (619) 942-0813 iV^U:, ON UNIT© iV^U:, ON UNIT© iV^U:, ON UNIT© e>tUH IHT •ypy'L'y ! IHT •d.^yyc? V ([^ [2^ 0 D ___ 1 •y:A'Sy.yr> V ?7l • IMT IKJ-T •if V IN^ 12- (7.-1) <bl 4L5-T^ i A L.J HirU p&vp^=fee .CTF^iKis-TAcnoK I I I 5 U PROPOSED CONSTRUCTION ASSEMBLY: Residential Page 1 Form 3R Fri 30-Mar-90 Building Permit # Checked By / Date Project Title: Project Address: Building Title: Document Author: Telephone: La Costa Valley Terrace Carlsbad, California Unit 24 (E) Revision 1 306 Sq Ft Add Robert K. Nacke, P.E. (619) 942-0813 Assembly Name: Assembly Type: Framing Percentage: Framing Type: Cmu-Wall Intmass Construction 0% None LIST OF CONSTRUCTION COMPONENTS 1 2 3 4 Material Thickness Resistance Resistance (inches) at Cavity at Framing Filmln_90 GypBoard BlkSCorSolid Filmin 90 0.38 5.00 0.68 0.34 0.40 0.68 0.68 0.34 0.40 0.68 Total Unadjusted Resistance (R): 2.10 Note: Winter value used for outside air film. 2.10 FRAMING ADJUSTMENT CALCULATION Cavity Framing U-value: (1./2.10 x 1.00) + (1./2-10 x Resistance: Total 0) = 0.476 Btuh/ft2-F =2.10 ft2-F/Btuh NOTE The values shown here are based on nominal data and do not include surface film adjustments, crawlspace resistance, or other modifications mandated by the CEC. PROPOSED CONSTRUCTION ASSEMBLY: Residential Page 1 Form 3R Fri 30-Mar-90 Building Permit # Checked By / Date Project Title: Project Address: Building Title: Document Author: Telephone: La Costa Valley Terrace Carlsbad, California Unit 24 (E) Revision 1 308 Sq Ft Add Robert K. Nacke, P.E. (619) 942-0813 Assembly Name: Assembly Type: Framing Percentage: Framing Type: CMU-Wall Wall Construction 15% None LIST OF CONSTRUCTION COMPONENTS Material Thickness (inches) Resistance Resistance at Cavity at Framing 1 2 3 4 Filmln_90 GypBoard Blk8CorSolid FilmOutside 0.50 5.00 0.68 0.45 0.40 0.17 0.68 0.45 0.40 0.17 Total Unadjusted Resistance (R): 1.70 Note: Winter value used for outside air film. 1.70 FRAMING ADJUSTMENT CALCULATION Cavity Framing U-value: (1./1.70 x 0.85) + (1./1.70 x 0.15) Resistance: Total 0.588 Btuh/ft2-F 1.70 ft2-F/Btuh NOTE The values shown here are based on nominal data and do not include surface film adjustments, crawlspace resistance, or other modifications mandated by the CEC. PROPOSED CONSTRUCTION ASSEMBLY: Residential Page 1 Form 3R Fri 30-Mar-90 Building Permit # Checked By / Date Project Title: Project Address: Building Title: Document Author: Telephone: La Costa Valley Terrace Carlsbad, California Unit 24 (E) Revision 1 308 Sq Ft Add Robert K. Nacke, P.E. (619) 942-0813 Assembly Name: Assembly Type: Framing Percentage: Framing Type: 2x6Stud Wall Construction 15% CEC 16ocW LIST OF CONSTRUCTION COMPONENTS 1 2 3a 3b 4 Material Filmln_90 GypBoard Fir R19Batt FilmOutside Thickness Resistance Resistance (inches) at Cavity at Framing 0.50 5.50 5.50 0.68 0.45 17.80 0.17 0.68 0.45 5.45 0.17 Total Unadjusted Resistance (R): 19.10 Note: Winter value used for outside air film. 6.74 FRAMING ADJUSTMENT CALCULATION Cavity Framing U-value: (1./19.10 x 0.85) + (1./6.74 x 0.15) Resistance: Total 0.067 Btuh/ft2-F 14.98 ft2-F/Btuh NOTE The values shown here are based on nominal data and do not include surface film adjustments, crawlspace resistance, or other modifications mandated by the CEC. CERTIFICATE OF COMPLIANCE: Residential Page 1 CF-IR Project Title: Project Address: Building Title: Document Author: Telephone: Compliance Method: Climate Zone: La Costa Valley Terrace Carlsbad, California Unit Robert K. Nacke, P.E. (619) 942-0813 CEC CALRES, Version 1.10 7 Run: 066 30-Mar-90 Calc ori Unit 14 Building Permit # Plan Check / Date Field Check / Date GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Floor Construction Type: Infiltration Control: 1840 ft2 SFA Single Family Attached 45 deg (North) 1 Raised floor CEC Standard BUILDING SHELL INSULATION Component Insul Type R-value Location/Comments Door Wall Floor Ceiling Slab Perimeter 0 11 0 19 0 Outside Outside Grade Outside Outside GLAZING Glazing Orientation Area Glass Interior Exterior Overhang Frame (ft2) Panes Type Shading Shading and Fins Type 46.0 1 Clear Lght Drape None None Metal 33.3 1 Clear Lght Drape None None Wood 100.0 1 Clear Lght Drape None None Metal 4.0 1 Clear Lght Drape None None Metal Window North Window North Window South Skylight THERMAL MASS Area Thick Type Exposed? (ft2) (in) Location/Description Wall Yes 284.7 5.3 1st & 2nd Fir Wall Yes 48.0 5.3 1st Fir Only Wall Yes 284.0 5.3 1st and 2nd Fir Floor Yes 36.0 4.0 Floor No 365.0 3.5 Intmassl Yes 62.0 2.0 Intmass2 Yes 116.0 2.0 CERTIFICATE OF COMPLIANCE: Residential Project Title: La Costa Valley Terrace Page 2 Run: 066 CF-IR 30-Mar-90 HVAC SYSTEMS Type Duct Location Output Manufacturer/Model # Efficiency and R-value (Btuh) (or approved equal) Furnace Air Conditioner 0.72 SE 9.00 SEER Attic R-2.1 Attic R-2.1 Maximum furnace heating output: 58884 Btuh 65000 Payne/394J036065 34600 Payne/567G036 Zonally controlled HVAC? No WATER HEATING SYSTEMS Tank Special Capacity Manufacturer/Model # Features/ System Type (gal) (or approved equal) Credits Storage Gas 50 REMARKS, NOTES, AND EXCEPTIONAL FEATURES None COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative Code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Remarks, Notes, and Exceptional Features section. CERTIFICATE OF COMPLIANCE: Residential Project Title: La Costa Valley Terrace Page 3 Run: 066 CF-IR 30-Mar-90 DESIGNER Ken Purdy, A.I.A. Kenneth A. Purdy, A.I.A. 2120B Jimmy Durante Blvd, Del Mar, CA (619) 755-7100 Lie #: OWNER Signed Date Signed DOCUMENTATION AUTHOR Robert K. Nacke, P.E. Mechanical Engineer 145 Schubert Path Cardiff by the Sea, California 92007 (619) 942-0813 Signed Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Date Signed Date COMPUTER METHOD SUMMARY Page 1 C-2R Project Title: Project Address: Building Title: Document Author: Telephone: Compliance Method: Climate Zone: La Costa Valley Terrace Carlsbad, California Unit Robert K. Nacke, P.E. (619) 942-0813 CEC CALRES, Version 1.10 7 Run: 066 30-Mar-90 Calc ori Unit 14 Building Permit # Plan Check / Date Field Check / Date ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Proposed Design — i 2.09 1.82 7.31 4.03 10.54 10.54 Space Heating Space Cooling Water Heating Total 19.95 16.40 Complies Yes GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories: 1840 ft2 SFA Single Family Attached 45 deg (North) 1 2 Floor Construction Type: Number of Conditioned Zones: Total Conditioned Volume: Conditioned Footprint Area: Ground Floor Area: Raised floor 1 14720 ft3 972 ft2 972 ft2 BUILDING ZONE INFORMATION Floor Zone Area Volume Name (f t2) ( f t3) Type Conditioned Infiltration Control Type Unit-D 1840 14720 CEC Standard OPAQUE SURFACES Surface Type Area Insul True Solar Form 3 Location/ (ft2) U-value R-val Azm Tilt Gains Reference Comments Zone = Unit-D Door 20. 0 0. 330 0 45 90 Yes 3068-Wood Outside Wall 284. 7 0. 097 11 45 90 Yes 2x4Stud/Stuc Outside Wall 24. 0 0. 097 11 315 90 Yes 2x4Stud/Stuc Outside Wall 24. 0 0. 097 11 135 90 Yes 2x4Stud/Stuc Outside Wall 284. 0 0. 097 11 225 90 Yes 2x4Stud/Stuc Outside Floor 36. 0 — 0 45 180 No Slabl40E Grade Floor 365. 0 — 0 45 180 No Slabl40C Grade Ceiling 968. 0 0. 049 19 45 0 Yes CEC_R19-24oc Outside COMPUTER METHOD SUMMARY Project Title: La Costa Valley Terrace Page 2 Run: 066 C-2R 30-Mar-90 PERIMETER LOSSES Perimeter Type Length F2 Insul Insul Location/ (ft) Factor R-val Depth (in) Comments Zone = Unit-D Exposed 24'0" 0.90 Outside GLAZING SURFACES Glazing Name Area True Open Frame Type (ft2) Azm Tilt Type Type Glazing Charactr Name SC with FMF Shades Shades Open Closed Zone = Unit-D ILow Wind 6. 0 45 90 Slider Metal Single 0. 88 0. 80 French-Dr,1 Wind 33. 3 45 90 Hinged Wood Single 0. 76 0. 69 2Low Wind 24. 0 225 90 Slider Metal Single 0. 88 0. 80 3Low Wind 16. 0 225 90 Slider Metal Single 0. 88 0. 80 4Low Wind 16. 0 225 90 Slider Metal Single 0. 88 0. 80 lUp Wind 24. 0 45 90 Slider Metal Single 0. 88 0. 80 2Up Wind 16. 0 45 90 Slider Metal Single 0. 88 0. 80 3Up Wind 20. 0 225 90 Slider Metal Single 0. 88 0. 80 4Up Wind 24. 0 225 90 Slider Metal Single 0. 88 0. 80 5Skylight Skyl 4. 0 45 0 Fixed Metal Single 0. 88 0. 80 GLAZING CHARACTERISTICS Glazing Charactr Glazing # of Name Type SC w/o FMF Glass Panes U-val Only Interior w/Int Shade Shades Type SC Exterior Ext Shade Shade Type Single Clear 1 1.10 1.00 0.91 Lght Drape 1.00 None OVERHANGS Glazing Name Glazing Height Width Above Left Right Depth Glazing Extension Extension None FINS Left Fin Right Fin Glazing Exten Dist Exten Dist Glazing Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing None COMPUTER METHOD SUMMARY Project Title: La Costa Valley Terrace Page 3 Run: 066 C-2R 30-Mar-90 THERMAL MASS Mass Name Type Vol Cond- Area Thick Heat duct- Form 3 (ft2) (in) Cap ivity Reference Inside Location/ R-val Description Zone = Unit-D Front Wall 284. 7 5. 3 8 0. 05 2x4Stud/Stuc 0 1st & 2nd Fl Right Wall 24. 0 5. 3 8 0. 05 2x4Stud/Stuc 0 1st Fir Only left Wall 24. 0 5. 3 8 0. 05 2x4Stud/Stuc 0 1st Fir Only Back Wall 284. 0 5. 3 8 0. 05 2x4Stud/Stuc 0 1st and 2nd Entry Floor 36. 0 4. 0 20 1. 03 Slabl40E 0. 92 LR Floor 245. 0 3. 5 28 0. 98 Slabl40C 2. 92 Dine Floor 120. 0 3. 5 28 0. 98 Slabl40C 2. 92 Hall-Powder Intmassl 30. 0 2. 0 18 0. 16 Tile-Ply 0 Kit-Counter Intmassl 32. 0 2. 0 18 0. 16 Tile-Ply 0 Bath Intmass2 39. 0 2. 0 18 0. 16 Tile-Ply 0 MB+Shower Intmass2 77. 0 2. 0 18 0. 16 Tile-Ply 0 SOLAR GAIN DISTRIBUTION Glazing Name Winter Summer Targetted Fraction Fraction Thermal Mass Location/Description None HVAC SYSTEMS System Name System Type Efficiency Duct Location and R-value Credits Zone = Unit-D GasFurn.72 AC-9.0 Furnace Air Conditioner 0.72 SE 9.00 SEER Attic Attic R-2.1 R-2.1 WATER HEATING SYSTEMS Tank Rated Pilot Special # of Capacity Rated Standby Input Size Features/ Heaters (gal) Efficiency Loss (Btuh) (Btuh) Credits System Type Storage Gas 50 0.76 RE 3.64% 28000 REMARKS, NOTES, AND EXCEPTIONAL FEATURES None II Page 1 CF-IR Project Title: Project Address: Building Title: Document Author: Telephone: Compliance Method: Climate Zone: La Costa Valley Terrace Carlsbad, California Run: 064 30-Mar-90 Calc on Unit 24 Revisio Unit 24 (E) Revision 1 303 Sq Ft Add Building Permit # Robert K. Nacke, P.E. . (619) 942-0813 Plan Check / Date CEC CALRES, Version 1.10 7 Field Check / Date GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Floor Cons1:ruction Typet Infiltration Control: 2238 ft2 SFA Single Family Attached 330 deg (North) 1 Raised floor CEC Standard BUILDING SHELL INSULATION Component Insul Type R-value Location/Comments Door Wall Wall Wall Floor Floor Ceiling Slab Perimeter Slab Perimeter 0 Outside 11 Outside 0 Outside 19 Outside 11 Outside 0 Grade 19 Outside 0 Outside 0 Unconditioned GLAZING Glazing Orientation Area (ft2) Panes Glass Type Interior Shading Exterior Shading Overhang and Fins Frame Type Window West Window North Window East Skylight THERMAL MASS 161.3 1 Clear 96.5 1 Clear 117.3 1 Clear 9.0 1 Clear Area Thick Lght Drape None None Metal Lght Drape None None Metal Lght Drape None None Metal Lght Drape None None Metal Type Exposed? (ft2) (in) Location/Description Wall Yes 511.5 5.3 1st & 2nd Fir Wall Yes 61.0 0.5 Basement Wall Wall Yes 286.7 5.3 1st Fir Only Wall Yes 394.7 5.3 1st and 2nd Fir Intmassl Yes 386.0 2.0 Intmassl Yes 300.0 5.4 Wall between Garage and Intmass2 Yes 112.0 2.0 Floor Yes 308.0 4.0 Basement CERTIFICATE OF COMPLIANCE: Residential Project Title: La Costa Valley Terrace Page 2 Run: 064 CF-IR 30-Mar-90 HVAC SYSTEMS Type Duct Location Efficiency and R-value Output Manufacturer/Model # (Btuh) (or approved equal) Furnace Air Conditioner 0.72 SE 9.00 SEER Attic R-2.1 Attic R-2.1 Maximum furnace heating output: 83147 Btuh 81000 Payne/394J048080 45500 Payne/567G048 Zonally controlled HVAC? No WATER HEATING SYSTEMS Tank Special Capacity Manufacturer/Model # Features/ System Type (gal) (or approved equal) Credits Storage Gas 50 REMARKS, NOTES, AND EXCEPTIONAL FEATURES 1. Revised calc includes basement addition COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative Code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Remarks, Notes, and Exceptional Features section. CERTIFICATE OF COMPLIANCE: Residential Project Title: La Costa Valley Terrace Page 3 Run: 064 CF-IR 30-Mar-90 DESIGNER Ken Purdy, A.I.A. Kenneth A. Purdy, A.I.A. 212OB Jimmy Durante Blvd, Del Mar, CA (619) 755-7100 Lie #: OWNER Signed Date DOCUMENTATION AUTHOR Robert K. Nacke, P.E. Mechanical^Engineer 145 Schubert Path Cardiff by the Sea, California 92007 (619) 942-0813 1^ y^ Signed Date Signed ENFORCEMENT AGENCY Name: Title: Agency: Date Telephone: Signed Date COMPUTER METHOD SUMMARY Page 1 C-2R Project Title: Project Address: Building Title: Document Author: Telephone: Compliance Method: Climate Zone: La Costa Valley Terrace Carlsbad, California Run: 064 30-Mar-90 Calc on Unit 24 Revisio Unit 24 (E) Revision 1 303 Sq Ft Add Building Permit # Robert K. Nacke, P.E. [ (619) 942-0813 Plan Check / Date CEC CALRES, Version 1.10 7 Field Check / Date ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Proposed Design Space Heating Space Cooling Water Heating Total 4.00 7.76 8.67 20.43 4.84 6.70 8.67 20.20 Complies Yes GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned Zones; Total Conditioned Volume: Conditioned Footprint Area: Ground Floor Area: 2238 ft2 SFA Single Family Attached 330 deg (North) 1 2 Raised floor 1 17904 ft3 1000 ft2 1000 ft2 BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) (ft3) Type Conditioned Infiltration Control Type Unit-E 2238 17904 CEC Standard COMPUTER METHOD SUMMARY Project Title: La Costa Valley Terrace Page 2 Run: 064 C-2R 30-Mar-90 OPAQUE SURFACES Surface Type Area Insul True Solar Form 3 Location/ (ft2) U-value R-val Azm Tilt Gains Reference Comments Zone = Unit-E Door 20. 0 0. 330 0 330 90 Yes 3068-Wood Outside Wall 511. 5 0. 097 11 330 90 Yes 2x4Stud/Stuc Outside Wall 61. 0 0. 588 0 330 90 Yes CMU-Wall Outside Wall 86. 0 0. 067 19 330 90 Yes 2x6Stud Outside Wall 286. 7 0. 097 11 240 90 Yes 2x4Stud/Stuc Outside Wall 302. 0 0. 067 19 240 90 Yes 2x6Stud Outside Wall 112. 0 0. 097 11 150 90 Yes 2x4Stud/Stuc Outside Wall 282. 7 0. 097 11 60 90 Yes 2x4Stud/Stuc Outside Floor 388. 0 0. 081 11 330 180 No Carp-Ply Outside Floor 308. 0 — 0 330 180 No Slabl40E Grade Ceiling 991. 0 0. 049 19 330 0 Yes CEC R19-240C Outside PERIMETER LOSSES Perimeter Type Length (ft) F2 Factor Insul R-val Insul Depth (in) Location/ Comments Zone = Unit-E Exposed Exposed 37'0" 25'0" 0.90 0.55 0 0 0 Outside 0 Unconditioned GLAZING SURFACES Glazing Name Area True Open Frame Type (ft2) Azm Tilt Type Type Glazing Charactr Name SC with FMF Shades Shades Open Closed Zone = Unit-E IBasement Wind 8. 0 240 90 Slider Metal Single 0. 88 0. 80 2Basement Wind 40. 0 240 90 Slider Metal Single 0. 88 0. 80 ILow Wind 16. 0 330 90 Slider Metal Single 0. 88 0. 80 2Low Wind 32. 0 330 90 Slider Metal Single 0. 88 0. 80 3Low Wind 6. 3 330 90 Fixed Metal Single 0. 88 0. 80 4Low Wind 20. 0 330 90 Slider Metal Single 0. 88 0. 80 5Low Wind 33. 3 240 90 Slider Metal Single 0. 88 0. 80 6Low Wind 12. 0 240 90 Slider Metal Single 0. 88 0. 80 7Low Wind 12. 0 240 90 Slider Metal Single 0. 88 0. 80 8Low Wind 33. 3 60 90 Slider Metal Single 0. 88 0. 80 9Low Wind 20. 0 60 90 Slider Metal Single 0. 88 0. 80 lOLow Wind 20. 0 60 90 Slider Metal Single 0. 88 0. 80 lUp Wind 16. 0 330 90 Slider Metal Single 0. 88 0. 80 2Up Wind 6. 3 330 90 Fixed Metal Single 0. 88 0. 80 3Up Wind 40. 0 240 90 Slider Metal Single 0. 88 0. 80 4Up Wind 16. 0 240 90 Slider Metal Single 0. 88 0. 80 5Up Wind 20. 0 60 90 Slider Metal Single 0. 88 0. 80 6Up Wind 24. 0 60 90 Slider Metal Single 0. 88 0. 80 5Skylight Skyl 9. 0 330 0 Fixed Metal Single 0. 88 0. 80 COMPUTER METHOD SUMMARY Page 3 C-2R Project Title: La Costa Valley Terrace Run: 064 30-Mar-90 GLAZING CHARACTERISTICS SC w/o FMF Glazing Interior SC Exterior Charactr Glazing # of Glass w/Int Shade Ext Shade Name Type Panes U-val Only Shades Type Shade Type Single Clear 1 1.10 1.00 0.91 Lght Drape 1.00 None OVERHANGS Glazing Name Glazing Height Width Above Depth Glazing Left Right Extension Extension None FINS Left Fin Right Fin Glazing Exten Dist Exten Dist Glazing Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing None THERMAL MASS Mass Name Type Vol Cond- Area Thick Heat duct- Form 3 (ft2) (in) Cap ivity Reference Inside Location/ R-val Description Zone = Unit-E Front Wall 511. 5 5. 3 8 0. 05 2x4Stud/Stuc 0 1st & 2nd Fl Fro-Bas-Blk Wall 61. 0 0. 5 13 0. 09 CMU-Wall 0 Basement Wal Right Wall 286. 7 5. 3 8 0. 05 2x4Stud/Stuc 0 1st Fir Only Back Wall 112. 0 5. 3 8 0. 05 2x4Stud/Stuc 0 1st and 2nd Left Wall 282. 7 5. 3 8 0. 05 2x4Stud/Stuc 0 1st and 2nd Entry Intmassl 121. 0 2. 0 18 0. 16 Tile-Ply 0 Kitchen Intmassl 225. 0 2. 0 18 0. 16 Tile-Ply 0 Powder Intmassl 29. 0 2. 0 18 0. 16 Tile-Ply 0 Den/Bar-Cntr Intmassl 11. 0 2. 0 18 0. 16 Tile-Ply 0 Base/Garage Intmassl 300. 0 5. 4 25 0. 60 Cmu-Wall 0 Wall between Bath-2 Intmass2 42. 0 2. 0 18 0. 16 Tile-Ply 0 MB Intmass2 70. 0 2. 0 18 0. 16 Tile-Ply 0 Basement Floor 308. 0 4. 0 20 1. 03 Slabl40E 0.92 Basement SOLAR GAIN DISTRIBUTION Glazing Name Winter Summer Targetted Fraction Fraction Thermal Mass Location/Description None COMPUTER METHOD SUMMARY Project Title: La Costa Valley Terrace Page 4 Run: 064 C-2R 30-Mar-90 HVAC SYSTEMS System Name System Type Duct Location ' Efficiency and R-value Credits Zone = Unit-E GasFurn.72 AC-9.0 Furnace Air Conditioner 0.72 SE 9.00 SEER Attic Attic R-2.1 R-2.1 WATER HEATING SYSTEMS Tank Rated Pilot Special # of Capacity Rated Standby Input Size Features/ System Type Heaters (gal) Efficiency Loss (Btuh) (Btuh) Credits Storage Gas 50 0.76 RE 3.64% 28000 REMARKS, NOTES, AND EXCEPTIONAL FEATURES 1. Revised calc includes basement addition CERTIFICATE OF COMPLIANCE: Residential Page 1 CF-IR Project Title: Project Address: Building Title: Document Author: Telephone: Compliance Method: Climate Zone: La Costa Valley Terrace Carlsbad, California Run: 062 30-Mar-90 Calc on Unit 27 Rev Unit 27 (E) Revision 303 Sq Ft Addit Building Permit # Robert K. Nacke, P.E. (619) 942-0813 Plan Check / Date CEC CALRES, Version 1.10 7 Field Check / Date GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Floor Construction Type: Infiltration Control: 2238 ft2 SFA Single Family Attached 150 deg (South) 1 Raised floor CEC Standard BUILDING SHELL INSULATION Component Insul Type R-value Location/Comments Door Wall Wall Wall Floor Floor Ceiling Slab Perimeter Slab Perimeter 0 Outside 11 Outside 0 Outside 19 Outside 11 Outside 0 Grade 19 Outside 0 Outside 0 Unconditioned GLAZING Glazing Orientation Area Glass (ft2) Panes Type 165.3 1 Clear 96.5 1 Clear 113.3 1 Clear 9.0 1 Clear Interior Shading Exterior Shading Overhang and Fins Frame Type Window East Window South Window West Skylight Lght Drape None None Metal Lght Drape None None Metal Lght Drape None None Metal Lght Drape None None Metal THERMAL MASS Area Thick Type Exposed? (ft2) (in) Location/Description Wall Yes 511.5 5.3 1st S 2nd Fir Wall Yes 61.0 0.5 Basement Wall Wall Yes 282.7 5.3 1st Fir Only Wall Yes 398.7 5.3 1st and 2nd Fir Intmassl Yes 386.0 2.0 Intmassl Yes 300.0 5.4 Wall between basement Intmass2 Yes 112.0 2.0 Floor Yes 308.0 4.0 Basement Floor CERTIFICATE OF COMPLIANCE: Residential Project Title: La Costa Valley Terrace Page 2 Run: 062 CF-IR 30-Mar-90 HVAC SYSTEMS Type Duct Location Efficiency and R-value Output Manufacturer/Model # (Btuh) (or approved equal) Furnace Air Conditioner 0.72 SE 9.30 SEER Attic R-2.1 Attic R-2.1 Maximum furnace heating output: 83147 Btuh 81000 Payne/394J048080 48000 Payne/593A048 Zonally controlled HVAC? No WATER HEATING SYSTEMS Tank Special Capacity Manufacturer/Model # Features/ System Type (gal) (or approved equal) Credits Storage Gas 50 REMARKS, NOTES, AND EXCEPTIONAL FEATURES 1. Revised calc includes basement addition COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative Code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Remarks, Notes, and Exceptional Features section. CERTIFICATE OF COMPLIANCE: Residential Project Title: La Costa Valley Terrace Page 3 Run: 062 CF-IR 30-Mar-90 DESIGNER Ken Purdy, A.I.A. Kenneth A. Purdy, A.I.A. 2120B Jimmy Durante Blvd, Del Mar, CA (619) 755-7100 Lie #: OWNER Signed Date DOCUMENTATION AUTHOR Robert K. Nacke, P.E. Mechanical Engineer 145 Schubert Path Cardiff by the Sea, California 92007 (619) 942-0813 Signed Signed ENFORCEMENT AGENCY Name: Title: Agency: Date Telephone: Date Signed Date COMPUTER METHOD SUMMARY Page 1 C-2R Project Title: Project Address: Building Title: Document Author: Telephone: Compliance Method: Climate Zone: La Costa Valley Terrace Carlsbad, California Run: 062 30-Mar-90 Calc on Unit 27 Rev Unit 27 (E) Revision 303 Sq Ft Addit Building Permit # Robert K. Nacke, P.E. (619) 942-0813 Plan Check / Date CEC CALRES, Version 1.10 7 Field Check / Date ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Proposed Design Space Heating 4.00 Space Cooling 7.76 Water Heating 8.67 Total ^ 20.43 GENERAL INFORMATION 3.78 6.22 8.67 18.67 Complies Yes Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned Zones: Total Conditioned Volume: Conditioned Footprint Area: Ground Floor Area: 2238 ft2 SFA Single Family Attached 150 deg (South) 1 2 Raised floor 1 17904 ft3 1000 ft2 1000 ft2 BUILDING ZONE INFORMATION Floor Zone Area Volume Name (f t2) (f t3) Type Conditioned Infiltration Control Type Unit-E 2238 17904 CEC_Standard COMPUTER METHOD SUMMARY Project Title: La Costa Valley Terrace Page 2 Run: 062 C-2R 30-Mar-90 OPAQUE SURFACES Surface Type Area Insul True Solar Form 3 Location/ (ft2) U-value R-val Azm Tilt Gains Reference Comments Zone = Unit-E Door 20. 0 0. 330 0 150 90 Yes 3068-Wood Outside Wall 511. 5 0. 097 11 150 90 Yes 2x4Stud/Stuc Outside Wall 61. 0 0. 588 0 150 90 Yes CMU-Wall Outside Wall 86. 0 0. 067 19 150 90 Yes 2x6Stud Outside Wall 282. 7 0. 097 11 60 90 Yes 2x4Stud/Stuc Outside Wall 302. 0 0. 067 19 60 90 Yes 2x6Stud Outside Wall 112, 0 0. 097 11 330 90 Yes 2x4Stud/Stuc Outside Wall 286. 7 0. 097 11 240 90 Yes 2x4Stud/Stuc Outside Floor 388. 0 0. 081 11 150 180 No Carp-Ply Outside Floor 308. 0 — 0 150 180 No Slabl40E Grade Ceiling 991. 0 0. 049 19 150 0 Yes CEC R19-240C Outside PERIMETER LOSSES Perimeter Type Length (ft) F2 Factor Insul R-val Insul Depth (in) Location/ Comments Zone = Unit-E Exposed Exposed 37'0" 25'0" 0.90 0.55 0 0 0 Outside 0 Unconditioned GLAZING SURFACES Glazing Name Area True Open Frame Type (ft2) Azm Tilt Type Type Glazing Charactr Name SC with FMF Shades Shades Open Closed Zone = Unit-E IBasement Wind 8. 0 60 90 Slider Metal Single 0. 88 0.80 2Basement Wind 40. 0 60 90 Slider Metal Single 0. 88 0.80 ILow Wind 16. 0 150 90 Slider Metal Single 0. 88 0.80 2Low Wind 32. 0 150 90 Slider Metal Single 0. 88 0.80 3Low Wind 6. 3 150 90 Fixed Metal Single 0. 88 0.80 4Low Wind 20. 0 150 90 Slider Metal Single 0. 88 0.80 5Low Wind 33. 3 240 90 Slider Metal Single 0. 88 0.80 6Low Wind 12. 0 240 90 Slider Metal Single 0. 88 0.80 7Low Wind 12. 0 240 90 Slider Metal Single 0. 88 0.80 8Low Wind 33. 3 60 90 Slider Metal Single 0. 88 0.80 9Low Wind 20. 0 60 90 Slider Metal Single 0. 88 0.80 lOLow Wind 20. 0 60 90 Slider Metal Single 0. 88 0.80 lUp Wind 16. 0 150 90 Slider Metal Single 0. 88 0.80 2Up Wind 6. 3 150 90 Fixed Metal Single 0. 88 0.80 3Up Wind 40. 0 240 90 Slider Metal Single 0, 88 0.80 4Up Wind 16. 0 240 90 Slider Metal Single 0. 88 0.80 5Up Wind 20. 0 60 90 Slider Metal Single 0. 88 0.80 6Up Wind 24. 0 60 90 Slider Metal Single 0. 88 0.80 5Skylight Skyl 9. 0 150 0 Fixed Metal Single 0. 88 0.80 COMPUTER METHOD SUMMARY Page 3 C-2R Project Title: La Costa Valley Terrace Run: 062 30-Mar-90 GLAZING CHARACTERISTICS SC w/o FMF Glazing Interior SC Exterior Charactr Glazing # of Glass w/Int Shade Exf Shade Name Type Panes U-val Only Shades Type Shade Type Single Clear 1 1.10 1.00 0.91 Lght Drape 1.00 None OVERHANGS Glazing Name Glazing Height Width Above Depth Glazing Left Right Extension Extension None FINS Left Fin Right Fin Glazing Exten Dist Exten Dist Glazing Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing None THERMAL MASS Mass Name Type Vol Cond- Area Thick Heat duct- Form 3 (ft2) (in) Cap ivity Reference Inside Location/ R-val Description Zone = Unit-E Front Wall 511. 5 5. 3 8 0. 05 2x4Stud/Stuc 0 1st & 2nd Fl Fro-Bas-Blk Wall 61. 0 0. 5 13 0. 09 CMU-Wall 0 Basement Wal Right Wall 282. 7 5. 3 8 0. 05 2x4Stud/Stuc 0 1st Fir Only Back Wall 112. 0 5. 3 8 0. 05 2x4Stud/Stuc 0 1st and 2nd Left Wall 286. 7 5. 3 8 0. 05 2x4Stud/Stuc 0 1st and 2nd Entry Intmassl 121. 0 2. 0 18 0. 16 Tile-Ply 0 Kitchen Intmassl 225. 0 2. 0 18 0. 16 Tile-Ply 0 Powder Intmassl 29. 0 2. 0 18 0. 16 Tile-Ply 0 Den/Bar-Cntr Intmassl 11. 0 2. 0 18 0. 16 Tile-Ply 0 Base/Garage Intmassl 300. 0 5. 4 25 0. 60 CMU-Wall 0 Wall between Bath-2 Intmass2 42. 0 2. 0 18 0. 16 Tile-Ply 0 MB Intmass2 70. 0 2. 0 18 0. 16 Tile-Ply 0 Basement Floor 308. 0 4. 0 20 1. 03 Slabl40E 0.92 Basement Flo SOLAR GAIN DISTRIBUTION Glazing Name Winter Summer Targetted Fraction Fraction Thermal Mass Location/Description None COMPUTER METHOD SUMMARY Project Title: La Costa Valley Terrace Page 4 Run: 062 C-2R 30-Mar-90 HVAC SYSTEMS System Name System Type Duct Location . Efficiency and R-value Credits Zone = Unit-E GasFurn.72 AC-9.3 Furnace Air Conditioner 0.72 SE 9.30 SEER Attic Attic R-2.1 R-2.1 WATER HEATING SYSTEMS Tank Rated Pilot Special # of Capacity Rated Standby Input Size Features/ Heaters (gal) Efficiency Loss (Btuh) (Btuh) Credits System Type Storage Ga^ 50 0.76 RE 3.64% 28000 REMARKS, NOTES, AND EXCEPTIONAL FEATURES 1. Revised calc includes basement addition c Project Title. ^l^i^sso^/r^iSf ^oAt? ^;::^feU:?^ /"/iry/r £. f^eyit>ic:?si\ Sheet O S/V £.4^ Ai££^ 0 790 yyw S ''•yc'^> 6 5 7 u» ^.£.-' _^ _ ' £^o,sr A T(r»i^ 7.3) ^ ^y y>.y^'^ N ^toOTe^ ^?VS6^ eJr/iU^S>/T7a?\^0 /^TST^-Z-g, (^»^^A*^ iVyfCC^ ?5 Project Titi" <i^<a*V/-v<!!» ^g^^fe^g^^/^aA^^ i:^/r £'/ee^iiic^\ sheet .SL- ol — n&<:. "7, i 5 /350 ) I Pro Project 77f/e_ Sheet of ^ii:->S 7Z>7>^^ *» CkjrStPC AlR ce /<5 ^c>^ rv^«>c /^*>»'S* ^^^^ I Pro Project Title. yt^.//'S./.~/v') Sheet of J 7(^,4^2. Title 24 Compliance HVAC LOAD CALCULATLOMS Projeci Title: Project Numben. 110 La Costa VaiSey Terraa Client: Kenneth A. Purdy, A.IJi. ROBERT K. NACKE, P.E. Mechanical Engineer HVAC/Fire Protection Des^n 145 Sehubert Path. Cardiff by the Sea, Cal^tmia 9200? (619) 942-0613 ( Projeet THI. ^^^A ^v^^H^P^V -V^^^^f^^^C^' |^.^, t^PtoV. A.I ,A • Mfer* OWT WumAT Oate y^VML^V gl, Engbteer Robert K Noeke Sheet of overview Compliance Approach Unit by unit computer compliance. Each individual unit's proposed energy budget is equal to or less than the standard design energy budget. Energy budgets and HVAC load analyses were performed on master units. Similar units are notes on the HVAC-Title 24 Summary Sheet, Section 1. HVAC Load Calculations ASHRAE 6KP 158, Chapter 7 Heating and Cooling Load Sizing Procedures for Residences Section 1 Title 24 Calculations HVAC-Title 24 Summary Sheet CF-IR C-2R Form 3R Section 2 HVAC Load Analysis Cooling Load Calculations Heating Load Calculations Square Foot Summary Worksheet Thermal Mass Square Foot Summary Worksheet r3c:3|gJH-ri<iAl- UNIT'^b-ENEffefr' ^SAU; CM L4NIT© 1 i4eA-riNi5 U^/^CP r3c:3|gJH-ri<iAl- UNIT'^b-ENEffefr' ^SAU; CM L4NIT© . $*ei^ r3c:3|gJH-ri<iAl- UNIT'^b-ENEffefr' ^SAU; CM L4NIT© &-rUM &njM . $*ei^ A yA'd-\o ^^y\^-^ A INT IZ.&.V ''^ZjOixy 1 A INT IZ.&.V y yy]*:^(.^ 0> f5Xt Cgyie>^ 4^.5 0> 0> V INT (^^ IN-T \i>??y^y^ f r .t^^llNT 1^ J ^—^1 (rj) ^1 YA'O^'Z-'\C>0&> \ " i i 1 r-1 DBENcr*-^ pj-p. PUAN L-J HITU pE.vg*fee .c^iKsj-T/v^rioK CERTIFICATE OF COMPLIANCE: Residential Page 1 CF-IR 21-Jan-90 ject Title: bject Address: Building Title: Document Author: Telephone: La Costa Valley Terrace Carlsbad, California Unit A Exterior Robert K. Nacke, P.E. (619) 942-0813 Compliance Method: CEC CALRES, Version 1.10 Climate Zone: 7 Run: 021 Calc on Unit 1 Building Permit # Plan Check / Date Field Check / Date GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Floor Construction Type: Infiltration Control: 1570 ft2 SFA Single Family Attached 330 deg (North) 1 Slab on grade CEC_Standard BUILDING SHELL INSULATION Component Insul Type R-value Location/Comments mi Floor Ceiling Slab Perimeter Slab Perimeter 0 Outside 11 Outside 0 Grade 19 Outside 0 Unconditioned 0 Outside GLAZING Glazing Area Glass Interior Exterior Overhang Frame Orientation (ft2) Panes Type Shading Shading and Fins Type Window North 59.9 1 Clear Lght Drape None None Metal Window West 70.0 1 Clear Lght Drape None None Metal Window East 84.0 1 Clear Lght Drape None None Metal Skylight 8.0 1 Clear Lght Drape None None Metal THERMAL MASS Area Thick Type Exposed? (ft2) (in) Location/Description Wall Yes 548.1 5.3 1st & 2nd Fir Wall Yes 686.0 5.3 1st and 2nd Fir Floor No 218.0 3.5 Floor Yes 95.0 4.0 Floor Yes 231.0 2.1 CERTIFICATE OF COMPLIANCE: Residential 'IjP^Ject Title: La Costa Valley Terrace Page 2 Run: 021 CF-IR 21-Jan-90 HVAC SYSTEMS Type Efficiency Duct Location and R-value Output Manufacturer/Model # (Btuh) (or approved equal) Furnace Air Conditioner 0.72 SE 9.00 SEER Attic Attic R-2.1 R-2.1 Maximum furnace heating output: 55783 Btuh 48000 Payne/379J036045 34600 Payne/5676036 Zonally controlled HVAC? No WATER HEATING SYSTEMS Tank Special Capacity Manufacturer/Model # Features/ System Type (9^1) (or approved equal) Credits Storage Gas 50 REMARKS, NOTES, AND EXCEPTIONAL FEATURES None COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative Code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Remarks, Notes, and Exceptional Features section. CERTIFICATE OF COMPLIANCE: Residential Inject Title: La Costa Valley Terrace Page 3 Run: 021 CF-IR 21-Jan-90 DESIGNER Ken Purdy, A.I.A. Kenneth A. Purdy, A.I.A. 2120B Jimmy Durante Blvd, Del Mar, CA (619) 755-7100 Lie #: OWNER f-l J ....— Jl Date DOCUMENTATION AUTHOR Robert K. Nacke, P.E. Mechanical Engineer 145 Schubert Path Cardiff by the Sea, California 92007 (619) 942-0813 Signed 2e. Date Signed ENFORCEMENT AGENCY Name: Title: Agency: Date Telephone: Signed Date COMPUTER METHOD SUMMARY Page 1 C-2R 21-Jan-90 ject Title: oject Address: Building Title: Document Author: Telephone: La Costa Valley Terrace Carlsbad, California Unit A Exterior Robert K. Nacke, P.E. (619) 942-0813 Compliance Method: CEC CALRES, Version 1.10 Climate Zone: 7 Run: 021 Calc on Unit 1 Building Permit # Plan Check / Date Field Check / Date ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Proposed Design Space Heating 2.95 Space Cooling 7.42 Water Heating 12.36 Total 22.73 4.30 5.21 12.36 21.87 Complies Yes GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: «ber of Dwelling Units: ber of Stories: Floor Construction Type: Number of Conditioned Zones: Total Conditioned Volume: Conditioned Footprint Area: Ground Floor Area: 1570 ft2 SFA Single Family Attached 330 deg (North) 1 2 Slab on grade 1 12560 ft3 827 ft2 544 ft2 BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) (ft3) Type Conditioned Infiltration Control Type Unlt-A-Exter 1570 12560 CEC_Standard OPAQUE SURFACES Surface Type Area Insul True Solar Form 3 Location/ (ft2) U-value R-val Azm Tilt Gains Reference Comments Zone = Unlt-A-Exter Door JJall all all Wall FJ cr Flo 'If; 20.0 548.1 260.0 246.0 180.0 218.0 95.0 231.0 0.330 0.097 0.097 0.097 0.097 Q.049 11 330 11 240 330 90 90 90 60 90 18 90 330 180 330 180 330 180 11 11 0 0 0 19 330 Yes 3068-Wood Outside Yes 2x4Stud/Stuc Outside Yes 2x4Stud/Stuc Outside Yes 2x4Stud/Stuc Outside Yes 2x4Stud/Stuc Outside No Slabl40C Grade No Slabl40E Grade No Tile-Ply Grade Yes CEC_R19-24oc Outside COMPUTER METHOD SUMMARY toject Title: La Costa Valley Terrace Page 2 Run: 021 C-2R 21-Jan-90 PERIMETER LOSSES Perimeter Type Length (ft) F2 Factor Insul R-val Insul Depth (in) Location/ Conmients Zone = Unlt-A-Exter Exposed 20'8" 0.55 Exposed 33'0" 0.90 0 0 0 Unconditioned 0 Outside GLAZING SURFACES Glazing Name Area True Open Frame Type (ft2) Azm Tilt Type Type Glazing Charactr Name SC with FMF Shades Shades Open Closed ne = Unlt-A--Exter ILow Wind 8.0 330 90 Slider Metal Single 0.88 0. 80 2Low Wind 8.0 330 90 Slider Metal Single 0.88 0. 80 3Low Wind 24.0 240 90 Slider Metal Single 0.88 0. 80 4Low Wind 14.0 240 90 Slider Metal Single 0.88 0. 80 5Low Wind 12.0 60 90 Slider Metal Single 0.88 0. 80 French-Dr j^Low Wind 20.0 60 90 Hinged Metal Single 0.88 0. 80 French-Dr j^Low Wind 16.0 60 90 Slider Metal Single 0.88 0. 80 lUp Wind 6.3 330 90 Fixed Metal Single 0.88 0. 80 2Up Wind 18.0 330 90 Fixed Metal Single 0.88 0. 80 4Up Wind 3.7 330 90 Fixed Metal Single 0.88 0. 80 SUp Wind 8.0 330 90 Slider Metal Single 0.88 0. 80 6Up Wind 8.0 330 90 Slider Metal Single 0.88 0. 80 7Up Wind 24.0 240 90 Slider Metal Single 0.88 0. 80 8Up Wind 8.0 240 90 Slider Metal Single 0.88 0. 80 9Up Wind 12.0 60 90 Slider Metal Single 0.88 0. 80 lOUp Wind 24.0 60 90 Slider Metal Single 0.88 0. 80 llSkylight Skyl 8.0 330 0 Fixed Metal Single 0.88 0. 80 GLAZING CHARACTERISTICS Glazing Charactr Glazing # of Name Type SC w/o FMF Glass w/Int Interior Shade Panes U-val Only Shades Type 1 1.10 1.00 0.91 Lght Drape SC Exterior Ext Shade Shade Type Single Clear 1.00 None OVERHANGS Glazing Name Glazing Height Width Above Left Right Depth Glazing Extension Extension COMPUTER METHOD SUMMARY Page 3 C-2R ^l^ject Title: La Costa Valley Terrace Run: 021 21-Jan-90 FINS Left Fin Right Fin Glazing Exten Dist Exten Dist Glazing Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing None THERMM: MASS Mass Name Type Vol Cond- Area Thick Heat duct- Form 3 (ft2) (in) Cap ivlty Reference Inside Location/ R-val Description Zone = Unlt-A-Exter Front-Al Wall 548.1 5.3 8 0.05 Rlght-Al Wall 260.0 5.3 8 0.05 Left-Al Wall 246.0 5.3 8 0.05 Back-Al Wall 180.0 5.3 8 0.05 LR-Al Floor 218.0 3.5 28 0.98 Ent,Pdr-Al Floor 95.0 4.0 20 1.03 ^It-Al Floor 115.0 2.1 18 0.15 •fall/Str-Al Floor 39.0 2.1 18 0.15 MB-Al Floor 68.0 2.1 18 0.15 Bath-2-Al Floor 9.0 2.1 18 0.15 2x4Stud/Stuc 0 2x4Stud/Stuc 0 2x4Stud/Stuc 0 2x4Stud/Stuc 0 Slabl40C 2.92 Slabl40E 0.92 Tile-Ply 0.92 Tile-Ply 0.92 Tile-Ply 0.92 Tile-Ply 0.92 1st & 2nd Fl 1st and 2nd 1st and 2nd 1st and 2nd SOLAR GAIN DISTRIBUTION Glazing Name Winter Summer Targetted Fraction Fraction Thermal Mass Location/Description None HVAC SYSTEMS System Name System Type Efficiency Duct Location and R-value Credits Zone = Unlt-A-Exter GasFurn.7 2 Furnace AC9.0 Air Conditioner 0.72 SE 9.00 SEER Attic Attic R-2.1 R-2.1 WATER HEATING SYSTEMS Tank Rated Pilot Special # of Capacity Rated Standby Input Size Features/ Item Type Heaters (gal) Efficiency Loss (Btuh) (Btuh) Credits Storage Gas 50 0.76 RE 3.64% 28000 COMPUTER METHOD SUMMARY Page 4 C-2R >ject Title: La Costa Valley Terrace Run: 021 21-Jan-90 REMARKS, NOTES, AND EXCEPTIONAL FEATURES None CERTIFICATE OF COMPLIANCE: Residential Page 1 CF-IR 21-Jan-90 ject Title: ject Address: Building Title: Document Author: Telephone: Compliance Method: Climate Zone: La Costa Valley Terrace Carlsbad, California Unit A Interior Robert K. Nacke, P.E. (619) 942-0813 CEC CALRES, Version 1.10 7 Run: 022 Calc on Unit 2 Building Permit # Plan Check / Date Field Check / Date GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Floor Construction Type: Infiltration Control: 1570 ft2 SFA Single Feunily Attached 60 deg (East) 1 Slab on grade CEC_Standard BUILDING SHELL INSULATION Component Insul Type R-value Location/Comments Floor Ceiling Slab Perimeter Slab Perimeter 0 Outside 11 Outside 0 Grade 19 Outside 0 Unconditioned 0 Outside GLAZING Glazing Area Glass Interior Exterior Overhang Frame Orientation (ft2) Panes Type Shading Shading and Fins Type Window West 70.0 1 Clear Lght Drape None None Metal Window East 68.0 1 Clear Lght Drape None None Metal Skylight 8.0 1 Clear Lght Drape None None Metal THERMAL MASS Area Thick Type Exposed? (ft2) (in) Location/Description Wall Floor Floor Floor Yes No Yes Yes 662.0 218.0 95.0 231.0 5.3 3.5 4.0 2.1 lBt&2nd Fir ^C SYSTEMS Type Furnace Air Conditioner Efficiency 0.72 SE 9.00 SEER Duct Location and R-value Attic :<~2.1 Attic P-'^ \ Output Manufacturer/Model # (Btuh) (or approved equal) 48000 Payne/394J036045 34600 Payne/567G036 CERTIFICATE OF COMPLIANCE: Residential Inject Title: La Costa Valley Terrace Maximum furnace heating output: 52000 Btuh Page 2 Run: 022 CF-IR 21-Jan-90 Zonally controlled HVAC? No WATER HEATING SYSTEMS Tank Special Capacity Manufacturer/Model # Features/ System Type (gal) (or approved equal) Credits Storage Gas 50 REMARKS, NOTES, AND EXCEPTIONAL FEATURES None COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance ^^ciflcatlons needed to comply with Title 24, Chapter 2-53 and Title 20, (^Ppter 2, Subchapter 4, Article 1 of the California Administrative Code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Remarks, Notes, and Exceptional Features section. DESIGNER Ken Purdy, A.I.A. Kenneth A. Purdy, A.I.A. 2120B Jimmy Durante Blvd, Del Mar, CA (619) 755-7100 Llc #: OWNER Signed Date DOCUMENTATION AUTHOR Robert K. Nacke, P.E. Mechanical Engineer 145 Schubert Path Cardiff by the Sea, California 92007 ^^) 942-0813 -^i^ A^/%(^ signed Date Signed ENFORCEMENT AGENCY Name: Title: Agency; Date Telephone: Signed Dai COMPUTER METHOD SUMMARY Page 1 C-2R 21-Jan-90 jject Title: >ject Address: Building Title: Document Author: Telephone: Compliance Method: Climate Zone: La Costa Valley Terrace Carlsbad, California Unit A Interior Robert K. Nacke, P.E. (619) 942-0813 CEC CALRES, Version 1.10 7 Run: 022 Calc on Unit 2 Building Permit # Plan Check / Date Field Check / Date ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Proposed Design Space Heating Space Cooling Water Heating Total 1.85 6.77 12.36 20.98 1.97 4.47 12.36 18.79 Complies Yes GENERAL INTORMATION Conditioned Floor Area: Building Type: Building Front Orientation: lumber of Dwelling Units: ^Wser of Stories: Floor Construction Type: Number of Conditioned Zones; Total Conditioned Volume: Conditioned Footprint Area: Ground Floor Area: 1570 ft2 SFA Single Family Attached 60 deg (East) 1 2 Slab on grade 1 12560 ft3 827 ft2 544 ft2 BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) (ft3) Type Conditioned Infiltration Control Type Unlt-A-Int 1570 12560 CEC_Standard OPAQUE SURFACES Surface Type Area Insul True Solar Form 3 Location/ (ft2) U-value R-val Azm Tilt Gains Reference Comments Zone = Unit-A-Int Door 20.0 0.330 0 60 90 Yes 3068-Wood Outside Wall 242.0 0.097 11 60 90 Yes 2x4Stud/Stuc Outside Hall 260.0 0.097 11 240 90 Yes 2x4Stud/Stuc Outside Pall 80.0 0.097 11 330 90 Yes 2x4Stud/Stuc Outside Wall 80.0 0.097 11 150 90 Yes 2x4Stud/Stuc Outside Floor 218.0 — 0 60 180 No Slabl40C Grade Floor 95.0 — 0 60 180 No Slabl40E Grade Floor 231.0 — 0 60 180 No Tile-Ply Grade Ceiling 819.0 0.049 19 60 0 Yes CEC_R19-24oc Outside COMPUTER METHOD SUMMARY ^^ject Title: La Costa Valley Terrace Page 2 Run: 022 C-2R 21-Jan-90 PERIMETER LOSSES Perimeter Type Length (ft) F2 Factor Insul R-val Insul Depth (in) Location/ Comments Zone = Unit-A-Int Exposed 20'8" 0.55 Exposed 20'8" 0.90 0 0 0 Unconditioned 0 Outside GLAZING SURFACES Glazing Name Area True Open Frame Type (ft2) Azm Tilt Type Type Glazing Charactr Name SC with FMF Shades Shades Open Closed Zone = Unit-A-Int 3LOW Wind 24.0 240 90 Slider Metal Single 4Low Wind 14.0 240 90 Slider Metal Single 5Low Wind 12.0 60 90 Slider Metal Single French-Dr Wind 20.0 60 90 Hinged Metal Single 7Up Wind 24.0 240 90 Slider Metal Single «8Up Wind 8.0 240 90 Slider Metal Single ^Up Wind 12.0 60 90 Slider Metal Single lOUp Wind 24.0 60 90 Slider Metal Single llSkylight Skyl 8.0 60 0 Fixed Metal Single 0. 88 0. 80 0. 88 0. 80 0. 88 0. 80 0. 88 0. 80 0. 88 0. 80 0. 88 0. 80 0. 88 0. 80 0. 88 0. 80 0. 88 0. 80 GLAZING CHARACTERISTICS Glazing Charactr Glazing # of Name Type Panes U-val Only SC w/o FMF Interior Glass w/Int Shade Shades Type SC Exterior Ext Shade Shade Type Single Clear 1 1.10 1.00 0.91 Lght Drape 1.00 None OVERHANGS Glazing Name Glazing Height Width Above Left Right Depth Glazing Extension Extension None FINS Left Fin Right Fin Glazing Exten Dist Exten Dist G3.azlng Fin Fin above to Fin Fin above to Re Height Width Depth Height glzng glzing Depth Height glzng glzing None COMPUTER METHOD SUMMARY pject Title: La Costa Valley Terrace Page 3 Run: 022 C-2R 21-Jan-90 THERMAL MASS Mass N2une Type Vol Cond- Area Thick Heat duct- Form 3 (ft2) (in) Cap ivity Reference Inside Location/ R-val Description Zone = Unlt-A-Int Front Wall 242.0 5.3 8 Back Wall 260.0 5.3 8 Right Wall 80.0 5.3 8 Left Wall 80.0 5.3 8 LR Floor 218.0 3.5 28 Ent,Pdr Floor 95.0 4.0 20 Kit Floor 115.0 2.1 18 Hall/Stair Floor 39.0 2.1 18 MB Floor 68.0 2.1 18 Bath-2 Floor 9.0 2.1 18 0.05 2x4Stud/Stuc 0 0.05 2x4Stud/Stuc 0 0.05 2x4Stud/Stuc 0 0.05 2x4Stud/Stuc 0 0.98 Slabl40C 2.92 1.03 Slabl40E 0.92 0.15 Tile-Ply 0.92 0.15 Tile-Ply 0.92 0.15 Tile-Ply 0.92 0.15 Tile-Ply 0.92 lstS2nd Fir lstfi2nd Fir lst&2nd Fir lst&2nd Fir SOLAR GAIN DISTRIBUTION Glazing ne Winter Summer Targetted Fraction Fraction Thermal Mass Location/Description HVAC SYSTEMS System Name System Type Efficiency Duct Location and R-value Credits Zone = Unlt-A-Int GasFurn.7 2 Furnace AC-9.0 Air Conditioner 0.72 SE 9.00 SEER Attic Attic R-2.1 R-2.1 WATER HEATING SYSTEMS Tank Rated Pilot Special # of Capacity Rated Standby Input Size Features/ System Type Heaters (gal) Efficiency Loss (Btuh) (Btuh) Credits Storage Gas 50 0.76 RE 3.64% 28000 REMARKS, NOTES, AND EXCEPTIONAL FEATURES None CERTIFICATE OF COMPLIANCE: Residential Page 1 CP-IR 21-Jan-90 ?ject Title; )ject Address; Building Title: Document Author; Telephone: Compliance Method; Climate Zone: SESSSSSSSXSSSBBSSSS: La Costa Valley Terrace Carlsbad, California Unit A Reverse Robert K. Nacke, P.E. (619) 942-0813 CEC CALRES, Version 1.10 7 Run; 023 Calc on Unit 3 Building Permit # Plan Check / Date Field Check / Date GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Niunber of Dwelling Units; Floor Construction Type: Infiltration Control; 1570 ft2 SFA Single Family Attached 150 deg (South) 1 Slab on grade CEC_Standard BUILDING SHELL INSULATION Component Insul Type R-value Location/Comments Floor Ceiling Slab Perimeter Slab Perimeter 0 Outside 11 Outside 0 Grade 19 Outside 0 Unconditioned 0 Outside GLAZING Glazing Area Glass Interior Exterior Overhang Frame Orientation (ft2) Panes Type Shading Shading and Fins Type Window South 59.9 1 Clear Lght Drape None None Metal Window West 70.0 1 Clear Lght Drape None None Metal Window East 84.0 1 Clear Lght Drape None None Metal Skylight 8.0 1 Clear Lght Drape None None Metal THERMAL MASS Area Thick Type Exposed? (ft2) (in) Location/Description Wall Wall Floor Floor Floor Yes Yes No Yes Yes 548.1 554.0 218.0 95.0 231.0 5.3 5.3 3.5 4.0 2.1 1st & 2nd Fir 1st and 2nd Fir CERTIFICATE OF COMPLIANCE: Residential pject Title: La Costa Valley Terrace Page 2 Run; 023 CF-IR 21-Jan-90 HVAC SYSTEMS Type Efficiency Duct Location and R-value Output Manufacturer/Model # (Btuh) (or approved equal) Furnace Air Conditioner 0.72 SE 9.00 SEER Attic Attic R-2.1 R-2.1 Maximum furnace heating output: 55947 Btuh 48000 Payne/394J036045 34600 Payne/567G036 Zonally controlled HVAC? No WATER HEATING SYSTEMS Tank Special Capacity Manufacturer/Model # Features/ System Type (gal) (or approved equal) Credits Storage Gas 50 REMARKS, NOTES, AND EXCEPTIONAL FEATURES None COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative Code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Remarks, Notes, and Exceptional Features section. CERTIFICATE OF COMPLIANCE: Residential I ject Title: La Costa Valley Terrace Page 3 Run: 023 CF-IR 21-Jan-90 DESIGNER Ken Purdy, A.I.A. Kenneth A. Purdy, A.I.A. 212OB Jimmy Durante Blvd, Del Mar, CA (619) 755-7100 Llc #: : OWNER Signed Date DOCUMENTATION AUTHOR Robert K. Nacke, P.E. Mechanical Engineer 145 Schubert Path Cardiff by the Sea, California 92007 (619) 942-0813 signed Date Signed ENFORCEMENT AGENCY Name: Title: Agency: Date Telephone: Signed Date COMPUTER METHOD SUMMARY Page 1 C-2R 21-Jan-90 ject Title: ject Address: Building Title: Document Author: Telephone; Compliance Method; Climate Zone: La Costa Valley Terrace Carlsbad, California Unit A Reverse Robert K. Nacke, P.E. (619) 942-0813 CEC CALRES, Version 1.10 7 Run: 023 Calc on Unit 3 Building Permit # Plan Check / Date Field Check / Date ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Proposed Design Space Heating 2.76 Space Cooling 7.27 Water Heating 12.36 Total 22.39 3.07 6.66 12.36 22.09 Complies Yes GEI;ERAL INFORI'IATION Conditioned Floor Area: Building Type: Building Front Orientation: I^ciber of Dwelling Units: ^Pbber of Stories: Floor Construction Type: Number of Conditioned Zones; Total Conditioned Volume: Conditioned Footprint Area: Ground Floor Area: 1570 ft2 SFA Single Family Attached 150 deg (South) 1 2 Slab onagrade 1 12560 ft3 827 ft2 544 ft2 BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) (ft3) Type Conditioned Infiltration Control Type Unit-A-Rev 1570 12560 CEC_Standard OPAQUE SURFACES Surface Type Area Insul True Solar Form 3 Location/ (ft2) U-value R-val Azm Tilt Gains Reference Comments Zone = Unlt-A-Rev Door 20.0 0.330 0 150 90 Yes 3068-Wood Outside Wall 548.1 0.097 11 150 90 Yes 2x4Stud/Stuc Outside Hall Wall 246.0 0.097 11 60 90 Yes 2x4Stud/Stuc Outside Hall Wall 260.0 0.097 11 240 90 Yes 2x4Stud/Stuc Outside Wall 48.0 0.097 11 330 90 Yes 2x4Stud/Stuc Outside Floor 218.0 0 150 180 No Slabl40C Grade Floor 95.0 — 0 150 180 No Slabl40E Grade Floor 231.0 — 0 150 180 No Tile-Ply Grade Celling 819.0 0,049 150 0 Yes CEC_R19-24oc Outside COMPUTER METHOD SUMMARY SUllject Title; La Costa Valley Terrace Page 2 Run; 023 C-2R 21-Jan-90 PERIMETER LOSSES Perimeter Type Length (ft) F2 Factor Insul R-val Insul Depth (in) Location/ Comments Zone = Unlt-A-Rev Exposed 20'8" 0.55 Exposed 33'0" 0.90 0 0 0 Unconditioned 0 Outside GLAZING SURFACES Glazing Name Area True Open Frame Type (ft2) Azm Tilt Type Type Glazing Charactr Name SC with FMF Shades Shades Open Closed Zone = Unlt-A-Rev ILow Wind 8.0 150 2Low Wind 8.0 150 3Low Wind 24.0 240 4Low Wind 14.0 240 5Low Wind 12.0 60 Erench-Dr Wind 20.0 60 Low Wind 16.0 60 lUp Wind 6.3 150 2Up Wind 18.0 150 4Up Wind 3.7 150 SUp Wind 8.0 150 6Up Wind 8.0 150 7Up Wind 24.0 240 sup Wind 8.0 240 9Up Wind 12.0 60 lOUp Wind 24.0 60 llSkylight Skyl 8.0 150 90 90 90 90 Slider 90 Slider Slider Slider Slider 90 Hinged 90 Slider 90 Fixed 90 Fixed Fixed Slider 90 Slider 90 Slider 90 Slider 90 Slider 90 Slider 0 Fixed 90 90 Metal Metal Metal Metal Metal Metal Metal Metal Metal Metal Metal Metal Metal Metal Metal Metal Metal Single Single Single Single Single Single Single Single Single Single Single Single Single Single Single Single Single 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 GLAZING CHARACTERISTICS Glazing Charactr Glazing # of Neune SC w/o FMF Interior Glass w/Int Shade Type Panes U-val Only Shades Type SC Exterior Ext Shade Shade Type Single Clear 1 1.10 1.00 0.91 Lght Drape 1.00 None OVERHANGS Glazing ne Glazing N^e rone Height Width Depth Above Left Right Glazing Extension Extension COMPUTER METHOD SUMMARY Page 3 C-2R fject Title: La Costa Valley Terrace Run: 023 21-Jan-90 FINS Left Fin Right Fin Glazing Exten Dist Exten Dist Glazing Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing None Mass Name Type Vol Cond- Area Thick Heat duct- Form 3 (ft2) (in) Cap ivity Reference Inside Location/ R-val Description Zone = Unlt-A-Rev Front Wall 548.1 5.3 8 0.05 Right Wall 246.0 5.3 8 0.05 Left Wall 260.0 5.3 8 0.05 Back Wall 48.0 5.3 8 0.05 LR Floor 218.0 3.5 28 0.98 Ent,Pdr Floor 95.0 4.0 20 1.03 ^It Floor 115.0 2.1 18 0.15 Hall/Stair Floor 39.0 2.1 18 0.15 MB Floor 68.0 2.1 18 0.15 Bath-2 Floor 9.0 2.1 18 0.15 2x4Stud/Stuc 0 2x4Stud/Stuc 0 2x4Stud/Stuc 0 2x4Stud/Stuc 0 Slabl40C 2.92 Slabl40E 0.92 Tile-Ply 0.92 Tile-Ply 0.92 Tile-Ply 0.92 Tile-Ply 0.92 1st & 2nd Fl 1st and 2nd 1st and 2nd 1st and 2nd SOLAR GAIN DISTRIBUTION Glazing Name Winter Summer Targetted Fraction Fraction Thermal Mass Location/Description None HVAC SYSTEMS System Name System Type Efficiency Duct Location and R-value Credits Zone = Unlt-A-Rev GasFurn.7 2 Furnace AC-9.0 Air Conditioner 0.72 SE 9.00 SEER Attic Attic R-2.1 R-2.1 WATER HEATING SYSTEMS Tank Rated # of Capacity Rated Standby Input Heaters (gal) Efficiency Loss (Btuh) ^tem Type Storage Gas Pilot Special Size Features/ (Btuh) Credits 50 0.76 RE 3.64% 28000 COMPUTER METHOD SUMMARY ^^ject Title: La Costa Valley Terrace Page 4 Run: 023 C-2R 21-Jan-90 REMARKS, NOTES, AND EXCEPTIONAL FEATURES None CERTIFICATE OF COMPLIANCE: Residential Page 1 CF-IR ject Title: ject Address; Building Title: Document Author: Telephone: Compliance Method: Climate Zone; La Costa Valley Terrace Carlsbad, California Unit B Exterior Robert K. Nacke, P.E. (619) 942-0813 CEC CALRES, Version 1.10 7 Run: 025 21-Jan-90 Calc on Unit 10 Building Permit # Plan Check / Date Field Check / Date GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Floor Construction Type: Infiltration Control; 1910 ft2 SFA Single Family Attached 310 deg (West) 1 Raised floor CEC Standard BUILDING SHELL INSULATION Component Insul Type R-value Location/Comments Floor Celling Slab Perimeter Slab Perimeter 0 Outside 11 Outside 0 Grade 19 Outside 0 Unconditioned 0 Outside GLAZING Glazing Orientation Area (ft2) Panes Glass Type Interior Shading Exterior Shading Overhang and Fins Frame Type Window North Window West Window South Skylight THERMAL MASS Type 123.3 1 Clear 59.9 1 Clear 70.0 1 Clear 8.0 1 Clear Area Thick Lght Drape None None Metal Lght Drape None None Metal Lght Drape None None Metal Lght Drape None None Metal Exposed? (ft2) (in) Location/Description Wall Yes 560.1 5.3 1st & 2nd Fir Wall Yes 656.7 5.3 1st and 2nd Fir Floor No 300.0 3.5 Intmassl Yes 12.0 2.0 Intmass2 Yes 336.0 2.0 CERTIFICATE OF COMPLIANCE; Residential .'^^ject Title: La Costa Valley Terrace Page 2 Run; 025 CF-IR 21-Jan-90 HVAC SYSTEMS Type Efficiency Duct Location and R-value Output Manufacturer/Model # (Btuh) (or approved equal) Furnace Air Conditioner 0.72 SE 9.00 SEER Attic Attic R-2.1 R-2.1 Maximum furnace heating output: 65855 Btuh 65000 Payne/394J048065 45500 Payne/567G048 Zonally controlled HVAC? No WATER HEATING SYSTEMS Tank Special Capacity Manufacturer/Model # Features/ System Type (gal) (or approved equal) Credits Storage Gas 50 REMARKS, NOTES, AND EXCEPTIONAL FEATURES None COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative Code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Remarks, Notes, and Exceptional Features section. CERTIFICATE OF COMPLIANCE: Residential lH^ject Title: La Costa Valley Terrace Page 3 Run: 025 CF-IR 21-Jan-90 DESIGNER Ken Purdy, A.I.A. Kenneth A. Purdy, A.I.A. 2120B Jimmy Durante Blvd, Del Mar, CA (619) 755-7100 Lie #: OWNER Signed DOCUMENTATION AUTHOR Robert K. Nacke, P.E. Mechanical Engineer 145 Schubert Path Cardiff by the Sea, California (619) 942-0813 signed Date Signed 92007 Date Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date COMPUTER METHOD SUMMARY Page 1 C-2R li iJect Title: ject Address: Building Title: Document Author: Telephone: Compliance Method; Climate Zone: La Costa Valley Terrace Carlsbad, California Unit B Exterior Robert K. Nacke, P.E. (619) 942-0813 CEC CALRES, Version 1.10 7 Run: 025 21-Jan-90 Calc on Unit 10 Building Permit # Plan Check / Date Field Check / Date ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Designs Proposed Design Space Heating Spaee Cooling Water Heating Total 3.63 7.62 10.16 21.41 4.29 4.11 10.16 18.57 Complies Yes GEITERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: ll|uiber of Dwelling Units: ^kber of Stories: Floor Construetion Type: Number of Conditioned Zones: Total Conditioned Volume: Conditioned Footprint Area: Ground Floor Area; 1910 ft2 SFA Single Family Attached 310 deg (West) 1 2 Raised floor 1 15280 ft3 827 ft2 827 ft2 BUILDING ZONE INFORMATION Floor Zone Area Volmne Name {ft2) (ft3) Type Conditioned Infiltration Control Type Unlt-B-Exter 1910 15280 CEC Standard OPAQUE SURFACES Surface Type Area Insul True Solar Form 3 Location/ (ft2) U-value R-val Azm Tilt Gains Reference Comments Zone = Unit-B -Exter Door 20.0 0. 330 0 310 90 Yes 3068-Wood Outside Wall 560.1 0. 097 11 310 90 Yes 2x4Stud/Stuc Outside ^Wall ^/all 260.0 0. 097 11 220 90 Yes 2x4Stud/Stuc Outside ^Wall ^/all 372.7 0. 097 11 40 90 Yes 2x4Stud/Stuc Outside Wall 24.0 0. 097 11 130 90 Yes 2x4Stud/Stuc Outside Floor 300.0 — 0 .310 180 No Slabl40C Grade Ceiling 819.0 0. 049 19 uiO 0 Yes CEC R19-24oe Outside COMPUTER METHOD SUMMARY Heet Title: La Costa Valley Terrace Page 2 sRun: 025 C-2R 21-Jan-90 PERIMETER LOSSES Perimeter Type Length (ft) F2 Factor Insul R-val Insul Depth (in) Location/ Comments Zone = Unlt-B-Exter Exposed 20'8 0.55 0 0 Unconditioned Exposed 60'0 0.90 0 0 Outside GLAZING SURFACES SC with FMF Glazing Glazing Glazing Area True Open Frame Charactr Shades Shades Naune Type (ft2) Azm Tilt Type Type Name Open Closed Zone = Unit-B -Exter IGrnd wind 6.0 40 90 Slider Metal Single 0.88 0.80 2Grnd Wind 33.3 40 90 Slider Metal Single 0.88 0.80 ILow Wind 8.0 310 90 Slider Metal Single 0.88 0.80 2Low Wind 8.0 310 90 Slider Metal Single 0.88 0.80 3Low Wind 24.0 220 90 Slider Metal Single 0.88 0.80 ^^ow Wind 14.0 220 90 Slider Metal Single 0.88 0.80 Wind 12.0 40 90 Slider Metal Single 0.88 0.80 French-Dr Wind 20.0 40 90 Hinged Metal Single 0.88 0.80 6Low Wind 16.0 40 90 Slider Metal Single 0.88 0.80 lUp Wind 6.3 310 90 Fixed Metal Single 0.88 0.80 2Up Wind 18.0 310 90 Fixed Metal Single 0.88 0.80 4Up Wind 3.7 310 90 Fixed Metal Single 0.88 0.80 5Up Wind 8.0 310 90 Slider Metal Single 0.88 0.80 6Up Wind 8.0 310 90 Slider Metal Single 0.88 0.80 7Up Wind 24.0 220 90 Slider Metal Single 0.88 0.80 8Up Wind 8.0 220 90 Slider Metal Single 0.88 0.80 9Up Wind 12.0 40 90 Slider Metal Single 0.88 0.80 lOUp Wind 24.0 40 90 Slider Metal Single 0.88 0.80 llSkylight Skyl 8.0 310 0 Fixed Metal Single 0.88 0.80 GLAZING CHARACTERISTICS Glazing Charactr Glazing # of SC w/o FMF Glass w/Int Interior Shade Name Type Panes U-val Only Shades Type 1 1.10 1.00 0.91 Lght Drape SC Exterior Ext Shade Shade Type Single Clear 1.00 None OVERHANGS (Azing None Glazing Height Width Above Left Right Depth Glazing Extension Extension COMPUTER METHOD SUMMARY ^ject Title; La Costa Valley Terrace Page 3 Run: 025 C-2R 21-Jan-90 FINS Glazing Name Left Fin Right Fin Glazing Height Width Depth Exten Dist Fin above to Fin Height glzng glzing Depth Exten Dist Fin above to Height glzng glzing None THEMHAL MASS Mass Name Type Vol Cond- Area Thick Heat duct- Form 3 (ft2) (in) Cap ivity Reference Inside Location/ R-val Description Zone = Unit-B" Front Right Left Back BR,Grnd-Flr BR,Counter ^Ent,Pdr Vlt Hall-to-Sta MB Bath-2 Wall 560.1 5.3 8 0.05 2x4Stud/Stuc 0 Wall 260.0 5.3 8 0.05 2x4Stud/Stuc 0 Wall 372.7 5.3 8 0.05 2x4Stud/Stuc 0 Wall 24.0 5.3 8 0.05 2x4Stud/Stuc 0 Floor 300.0 3.5 28 0.98 Slabl40C 2.92 Intmassl 12.0 2.0 18 0.16 Tile-Ply 0 Intmass2 105.0 2.0 18 0.16 Tile-Ply 0 Intmass2 115.0 2.0 18 0.16 Tile-Ply 0 Intmass2 39.0 2.0 18 0.16 Tile-Ply 0 Intraass2 68.0 2.0 18 0.16 Tile-Ply 0 Intmass2 9.0 2.0 18 0.16 Tile-Ply 0 1st & 2nd Fl 1st and 2nd 1st and 2nd 1st and 2nd SOLMi GAIN DISTRIBUTION Glazing Neune Winter Summer Targetted Fraction Fraction Thermal Mass Location/Description None HVAC SYSTEMS System Name System Type Efficiency Duct Location and R-value Credits Zone = Unit-B-Exter GasFurn.72 Furnace AC-9.0 Air Conditioner 0.72 SE 9.00 SEER Attic Attic R-2.1 R-2.1 WATER HEATING SYSTEMS f Tank Rated Pilot Speeial I # of Capacity Rated Standby Input Size Features/ stem Type Heaters (gal) Effieiency Loss (Btuh) (Btuh) Credits Storage Gas 50 0.76 RE 3.64% 28000 COMPUTER METHOD SUMMARY Page 4 C-2R fcject Title: La Costa Valley Terrace Run; 025 21-Jan-90 REMARKS, NOTES, AND EXCEPTIONAL FEATURES None CERTIFICATE OF COMPLIANCE: Residential Page 1 CF-IR m ject Title: ject Address: Building Title: Document Author: Telephone: Compliance Method: Climate Zone; La Costa Valley Terrace Carlsbad, California Unit B Interior Robert K. Nacke, P.E. (619) 942-0813 CEC CALRES, Version 1.10 7 Run; 026 21-Jan-90 Calc on Unit 11 Building Permit # Plan Check / Date Field Check / Date GENERAL INFORMATION Conultioned Floor Area: Building Type; Building Front Orientation; Number of Dwelling Units: Floor Construction Type: Infiltration Control: 1910 ft2 SFA Single Family Attached 45 deg (North) 1 Raised floor CEC_Standard BUILDING SHELL INSULATION Component Insul Type R-value Location/Comments mi Floor Celling Slab Perimeter Slab Perimeter 0 Outside 11 Outside 0 Grade 19 Outside 0 Unconditioned 0 Outside GLAZING Glazing Orientation Area Glass (ft2) Panes Type Interior Shading Exterior Shading Overhang and Fins Frame Type 123.3 1 Clear Lght Drape None None Metal 16.0 1 Clear Lght Drape None None Metal 70.0 1 Clear Lght Drape None None Metal 8.0 1 Clear Lght Drape None None Metal Area Thick Window North Window West Window South Skylight THERMAL MASS Type Exposed? (ft2) (in) Location/Description Wall Yes 352. 7 5. .3 1st & 2nd Fir Wall Yes 292. 0 5. .3 1st and 2nd Fir Floor No 300. 0 3, .5 Intmassl Yes 12. 0 2. 0 Intmass2 Yes 336. 0 2. .0 i CERTIFICATE OF COMPLIANCE: Residential bject Title; La Costa Valley Terrace Page 2 Run: 026 CF-IR 21-Jan-90 HVAC SYSTEMS Type Efficiency Duct Loeation and R-value Output Manufacturer/Model # (Btuh) (or approved equal) Furnace Air Conditioner 0.72 SE 9.00 SEER Attic Attic R-2.1 R-2.1 Maximum furnace heating output: 65855 Btuh 65000 Payne/394J048065 45500 Payne/567G048 Zonally controlled HVAC? No WATER HEATING SYSTEMS Tank Speeial Capacity Manufacturer/Model # Features/ System Type (gal) (or approved equal) Credits Storage Gas 50 REMARKS, NOTES, AND EXCEPTIONAL FEATURES None COMPLIANCE STATEMENT This certificate of complianee lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative Code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of complianee is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Remarks, Notes, and Exceptional Features section. COMPUTER METHOD SUMMARY Page 1 C-2R I ject Title: ject Address: Building Title: Document Author; Telephone: Compliance Method: Climate Zone: La Costa Valley Terrace Carlsbad, California Unit B Interior Robert K. Nacke, P.E. (619) 942-0813 CEC CALRES, Version 1.10 7 Run: 026 21-Jan-90 Calc on Unit 11 Building Perrait # Plan Check / Date Field Cheek / Date ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Proposed Design Space Heating Space Cooling Water Heating Total 2.30 7.16 10.16 19.62 2.39 3.41 10.16 15.96 Complies Yes GEIJERAL INFORJ' ON Conditioned Floor Area: Building Type: Building Front Orientation: Itauiber of Dwelling Units: ^Piber of Stories: Floor Construetion Type; Number of Conditioned Zones; Total Conditioned Volume: Conditioned Footprint Area: Ground Floor Area: 1910 ft2 SFA Single Family Attached 45 deg (North) 1 2 Raised floor 1 15280 ft3 827 ft2 827 ft2 BUILDING ZONE INFORMATION Floor Zone Area Volume Name (f t2) (f t3) Type Conditioned Infiltration Control Type Unit-B-Int 1910 15280 CEC_Standard OPAQUE SURFACES Surface Type Area Insul True Solar Form 3 Location/ (ft2) U-value R-val Azm Tilt Gains Reference Comments Zone = Unlt-B-Int Door 20.0 0.330 0 45 90 Yes 3068-Wood Outside Wall 352.7 0.097 11 45 90 Yes 2x4Stud/Stuc Outside irall 8.0 0.097 11 315 90 Yes 2x4Stud/Stuc Outside Wall 24.0 0.097 11 135 90 Yes 2x4Stud/Stuc Outside Wall 260.0 0.097 11 225 90 Yes 2x4Stud/Stuc Outside Floor 300.0 — 0 45 180 No Slabl40C Grade Celling 819.0 0.049 19 45 0 Yes CEC_R19-24oc Outside COMPUTER METHOD SUMMARY fject Title: La Costa Valley Terrace Page 2 Run; 026 C-2R 21-Jan-90 PERIMETER LOSSES Perimeter Type Length (ft) F2 Factor Insul R-val Insul Depth (in) Location/ Comments Zone = Unlt-B-Int Exposed 20'8" 0.55 Exposed 20'8" 0.90 0 0 0 Unconditioned 0 Outside GLAZING SURFACES Glazing Name Area True Open Freune Type (ft2) Azm Tilt Type Type Glazing Charactr Name SC with FMF Shades Shades Open Closed Zone = Unit-B- IGrnd 2Grnd ILow 2Low 3Low • Low Low French-Dr 6Low 7Up 8Up 9Up lOUp llSkylight Int Wind Wind Wind Wind Wind Wind Wind Wind Wind Wind Wind Wind Wind Skyl 6.0 33.3 8.0 8.0 24.0 14.0 12.0 20.0 16.0 24.0 8.0 12.0 24.0 8.0 45 45 315 315 225 225 45 45 45 225 225 45 45 45 Slider Slider Slider Slider Slider Slider Slider 90 Hinged 90 Slider Slider Slider Slider Slider Fixed 90 90 90 90 90 90 90 90 90 90 90 0 Metal Metal Metal Metal Metal Metal Metal Metal Metal Metal Metal Metal Metal Metal Single Single Single Single Single Single Single Single Single Single Single Single Single Single 0. 88 0. 80 0. 88 0. 80 0. 88 0. 80 0. 88 0. 80 0. 88 0. 80 0. 88 0. 80 0. 88 0. 80 0. 88 0. 80 0. 88 0. 80 0. 88 0. 80 0. 88 0. 80 0. 88 0. 80 0. 88 0. 80 0. 88 0. 80 GLAZING CHARACTERISTICS Glazing Charactr Glazing # of Name Type SC w/o FMF Glass w/Int Interior Shade Panes U-val Only Shades Type 1 1.10 1.00 0.91 Lght Drape SC Exterior Ext Shade Shade Type Single Clear 1.00 None OVERHANGS Glazing Name Glazing Height Width Above Left Right Depth Glazing Extension Extension None COMPUTER METHOD SUMMARY Page 3 C-2R |jeet Title: La Costa Valley Terrace Run; 026 21-Jan-90 FINS Left Fin Right Fin Glazing Exten Dist Exten Dist Glazing Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing None THEKI'IAL MASS Mass Name Type Vol Cond- Area Thick Heat duct- Form 3 (ft2) (in) Cap ivity Reference Inside Location/ R-val Description Zone = Unit-B- Front Right Left Back BR,Grnd-Flr BR,Counter «nt,Pdr it Hall-to-Sta MB Bath-2 Int Wall 352.7 5.3 8 0.05 2x4Stud/Stue 0 Wail 8.0 5.3 8 0.05 2x4Stud/Stuc 0 Wall 24.0 5.3 8 0.05 2x4Stud/Stuc 0 Wall 260.0 5.3 8 0.05 2x4Stud/Stuc , 0 Floor 300.0 3.5 28 0.98 Slabl40C 2.92 Intmassl 12.0 2.0 18 0.16 Tile-Ply 0 Intmass2 105.0 2.0 18 0.16 Tile-Ply 0 Intmass2 115.0 2.0 18 0.16 Tile-Ply 0 Intmass2 39.0 2.0 18 0.16 Tile-Ply 0 Intmass2 68.0 2.0 18 0.16 Tile-Ply 0 Intmass2 9.0 2.0 18 0.16 Tile-Ply 0 1st & 2nd Fl 1st and 2nd 1st and 2nd 1st and 2nd SOLAR GAIN DISTRIBUTION Glazing Name Winter Summer Targetted Fraction Fraction Thermal Mass Loeatlon/Deserlptlori None HVAC SYSTEMS System Name System Type Efficiency Duct Location and R-value Credits Zone = Unlt-B-Int GasFurn.7 2 Furnace AC-9.0 Air Conditioner 0.72 SE 9.00 SEER Attic Attic R-2.1 R-2.1 WATER HEATING SYSTEMS «Tank Rated Pilot Speeial i # of Capacity Rated Standby Input Size Features/ stem Type Heaters (gal) Efficiency Loss (Btuh) (Btuh) Credits Sto.cqq'^T :-1as 50 0.76 RE 3.64% 28000 COMPUTER METHOD SUMMARY ^j^ject Title: La Costa Valley Terrace Page 4 Run; 026 C-2R 21-Jan-90 REMARKS, NOTES, AND EXCEPTIONAL FEATURES None CERTIFICATE OF COMPLIANCE: Residential T^^Bct Title: La Costa Valley Terrace Page 3 Run; 026 CF-IR 21-Jan-90 DESIGNER Ken Purdy, A.I.A. Kenneth A. Purdy, A.I.A. 212OB Jimmy Durante Blvd, Del Mar, CA (619) 755-7100 Llc #: OWNER Signed Date DOCUMENTATION AUTHOR Robert K. Nacke, P.E. Mechanical Engineer 145 Sehubert Path Cardiff by the Sea, California 92007 (619) 942-0813 jy yiu>^) Signed Date Signed ENFORCEMENT AGENCY Name; Title; Agency: Date Telephone: Signed Date CERTIFICATE OF COMPLIANCE: Residential Page 1 CF-IR ject Title: bject Address: Building Title: Document Author; Telephone: Compliance Method; Climate Zone; La Costa Valley Terrace Carlsbad, California Unit B Reverse Robert K. Nacke, P.E. (619) 942-0813 CEC CALRES, Version 1.10 7 Run; 027 21-Jan-90 Calc on Unit 12 Building Permit # Plan Check / Date Field Cheek / Date GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Niunber of Dwelling Units: Floor Construetion Type; Infiltration Control: 1910 ft2 SFA Single Family Attached 130 deg (East) 1 Raised floor CEC_Standard BUILDING SHELL INSULATION Component Insul Type R-value Location/Comments ll Floor Ceiling Slab Perimeter Slab Perimeter 0 Outside 11 Outside 0 Grade 19 Outside 0 Unconditioned 0 Outside GLAZING Glazing Orientation Area Glass Interior Exterior Overhang Frame (ft2) Panes Type Shading Shading and Fins Type 103.3 1 Clear Lght Drape None None Metal 59.9 1 Clear Lght Drape None None Metal 70.0 1 Clear Lght Drape None None Metal 20.0 1 Clear Lght Drape None None Wood 8.0 1 Clear Lght Drape None None Metal Area Thick Window North Window East Window South Window North Skylight THERMAL MASS Type Exposed? (ft2) (in) Location/Description Wall Wall Floor Ijitmassl |B:mass2 Yes 560.1 5.3 1st & 2nd Fir Yes 656.7 5.3 1st and 2nd Fir No 300.0 3.5 Yes 12.0 2.0 Yes 336.0 2.0 CERTIFICATE OF COMPLIANCE; Residential Iject Title: La Costa Valley Terrace Page 2 Run; 027 CF-IR 21-Jan-90 HVAC SYSTEMS Type Efficiency Duet Location and R-value Output Manufacturer/Model # (Btuh) (or approved equal) Furnace Air Conditioner 0.72 SE 9.00 SEER Attic Attic R-2.1 R-2.1 Maximum furnace heating output; 65855 Btuh 65000 Payne/394J048065 45500 Payne/567G048 Zonally controlled HVAC? No WATER HEATING SYSTEMS Tank Special Capacity Manufacturer/Model # Features/ System Type (gal) (or approved equal) Credits Storage Gas 50 REMARKS, NOTES, AND EXCEPTIONAL FEATURES None COMPLIANCE STATEMENT This certificate of complianee lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative Code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Remarks, Notes, and Exceptional Features section. CERTIFICATE OF COMPLIANCE; Residential j||^ect Title: La Costa Valley Terrace Page 3 Run; 027 CF-IR 21-Jan-90 DESIGNER Ken Purdy, A.I.A. Kenneth A. Purdy, A.I.A. 2120B Jimmy Durante Blvd, Del Mar, CA (619) 755-7100 Lie #: OWNER Signed Date DOCUMENTATION AUTHOR Robert K. Nacke, P.E. Mechanical Engineer 145 Schubert Path Cardiff by the Sea, California 92007 (619) 942-0813 signed Date Signed ENFORCEMENT AGENCY Name: Title; Agency; Date Telephone: Signed Date COMPUTER METHOD SUMMARY Page 1 C-2R ject Title: bject Address: Building Title; Document Author: Telephone: Compliance Method: Climate Zone; La Costa Valley Terrace Carlsbad, California Unit B Reverse Robert K. Nacke, P.E. (619) 942-0813 CEC CALRES, Version 1.10 7 Run: 027 21-Jan-90 Calc on Unit 12 Building Permit # Plan Check / Date Field Check / Date ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Proposed Design Space Heating Space Cooling Water Heating Total 3.34 7.69 10.16 21.19 3.00 4.33 10.16 17.48 Complies Yes GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: «ber of Dwelling Units: ber of Stories: Floor Construction Type; Number of Conditioned Zones; Total Conditioned Volume: Conditioned Footprint Area: Ground Floor Area: 1910 ft2 SFA Single Family Attached 130 deg (East) 1 2 Raised floor 1 15280 ft3 827 ft2 827 ft2 BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) {ft3) Type Conditioned Infiltration Control Type Unlt-B-Exter 1910 15280 CEC_Standard OPAQUE SURFACES Surface Type Area Insul True Solar Form 3 Location/ (ft2) U-value R-val Azm Tilt Gains Reference Comments Zone = Unit-B -Exter Door 20.0 0.330 0 130 90 Yes 3068-Wood Outside Wall 560.1 0.097 11 130 90 Yes 2x4Stud/Stuc Outside ^Wall 372.7 0.097 11 40 90 Yes 2x4Stud/Stuc Outside ^Wall 260.0 0.097 11 220 90 Yes 2x4Stud/Stuc Outside Wall 24.0 0.097 11 310 90 Yes 2x4Stud/Stuc Outside Floor 300.0 — 0 130 180 No Slabl40C Grade Celling 819.0 0.049 19 130 0 Yes CEC_R19-24oc 0uu«Jid© COMPUTER METHOD SUMMARY kjeet Title: La Costa Valley Terrace Page 2 Run; 027 C-2R 21-Jan-90 PERIMETER LOSSES Perimeter Type Length (ft) F2 Factor Insul R-val Insul Depth (in) Location/ Comments Zone = Unlt-B-Exter Exposed 20'8 0.55 0 0 Unconditioned Exposed 35'0 0.90 0 0 Outside GLAZING SURFACES SC with FMF Glazing Glazing Glazing Area True Open Frame Charactr Shades Shades Name Type (ft2) Azm Tilt Type Type Name Open Closed Zone = Unit-B -Exter IGrnd Wind 6.0 40 90 Slider Metal Single 0.88 0.80 2Grnd Wind 33.3 40 90 Slider Metal Single 0.88 0.80 ILow Wind 8.0 130 90 Slider Metal Single 0.88 0.80 2Low Wind 8.0 130 90 Slider Metal Single 0.88 0.80 3Low Wind 24.0 220 90 Slider Metal Single 0.88 0.80 ^|4Low Wind 14.0 220 90 Slider Metal Single 0.88 0.80 ^ILOW Wind 12.0 40 90 Slider Metal Single 0.88 0.80 French-Dr Wind 20.0 40 90 Hinged Wood Single 0.76 0.69 6Low Wind 16.0 40 90 Slider Metal Single 0.88 0.80 lUp Wind 6.3 130 90 Fixed Metal Single 0.88 0.80 2Up Wind 18.0 130 90 Fixed Metal Single 0.88 0.80 4Up Wind 3.7 130 90 Fixed Metal Single 0.88 0.80 5Up Wind 8.0 130 90 Slider Metal Single 0.88 0.80 6Up Wind 8.0 130 90 Slider Metal Single 0.88 0.80 7Up Wind 24.0 220 90 Slider Metal Single 0.88 0.80 8Up Wind 8.0 220 90 Slider Metal Single 0.88 0.80 9Up Wind 12.0 40 90 Slider Metal Single 0.88 0.80 lOUp Wind 24.0 40 90 Slider Metal Single 0.88 0.80 llSkylight Skyl 8.0 130 0 Fixed Metal Single 0.88 0.80 GLAZING CHARACTERISTICS Glazing Charactr Glazing # of Naune Type SC w/o FMF Glass w/Int Panes U-val Only Interior Shade Shades Type 1.00 0.91 Lght Drape SC Exterior Ext Shade Shade Type Single Clear 1 1.10 1.00 None OVERHANGS «^zing ne Glazing Height Width Above Left Right Depth Glazing Extension Extension None COMPUTER METHOD SUMMARY Page 3 C-2R Inject Title: La Costa Valley Terrace Run: 027 21-Jan-90 FINS Left Fin Right Fin Glazing Exten Dist Exten Dist Glazing — ~ Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing None THERI-a^ M Mass Name Type Vol Cond- Area Thick Heat duct- Form 3 (ft2) (in) Cap ivity Reference Inside Location/ R-val Description Zone = Unit-B- Front Right Left Back BR,Grnd-Flr BR,Counter ^^nt,Pdr ^It Hall-to-Sta MB Bath-2 Exter Wall 560.1 5.3 8 0.05 2x4Stud/Stuc 0 Wall 372.7 5.3 8 0.05 2x4Stud/Stuc 0 Wall 260.0 5.3 8 0.05 2x4Stud/Stuc 0 Wall 24.0 5.3 8 0.05 2x4Stud/Stuc 0 Floor 300.0 3.5 28 0.98 Slabl40C 2.92 Intmassl 12.0 2.0 18 0.16 Tile-Ply 0 Intmass2 105.0 2.0 18 0.16 Tile-Ply 0 Intmass2 115.0 2.0 18 0.16 Tile-Ply 0 Intmass2 39.0 2.0 18 0.16 Tile-Ply 0 Intmass2 68.0 2.0 18 0.16 Tile-Ply 0 Intmass2 9.0 2.0 18 0.16 Tile-Ply 0 1st & 2nd Fl 1st and 2nd 1st and 2nd 1st and 2nd SOLAR GAIN DISTRIBUTION Glazing Name Winter Summer Targetted Fraction Fraction Thermal Mass Location/Description None HVAC SYSTEMS System Name System Type Efficiency Duct Location and R-value Credits Zone = Unlt-B-Exter GasFurn.7 2 Furnace AC-9.0 Air Conditioner 0.72 SE 9.00 SEER Attic Attic R-2.1 R-2.1 WATER HEATING SYSTEMS Tank Rated # of Capacity Rated Standby Input s^tem Type Heaters (gal) Efficiency Loss (Btuh) Pilot Size (Btuh) Special Features/ Credits Storage Gas 50 0.76 BE 3.64% 28000 COMPUTER METHOD SUMMARY Page 4 C-2R ^^ject Title: La Costa Valley Terrace Run; 027 21-Jan-90 REMARKS, NOTES, AND EXCEPTIONAL FEATURES None CERTIFICATE OF COMPLIANCE: Residential Page 1 CF-IR m ject Title; ject Address: Building Title: Dociiment Author: Telephone; Compliance Method: Climate Zone: La Costa Valley Terrace Carlsbad, California Unit Robert K. Nacke, P.E. (619) 942-0813 CEC CALRES, Version 1.10 7 Run: 036 21-Jan-90 Calc on Unit 14 Building Permit # Plan Check / Date Field Check / Date GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Floor Construction Type: Infiltration Control; 1840 ft2 SFA Single Family Attached 45 deg (North) 1 Raised floor CEC_Standard BUILDING SHELL INSULATION Component Insul Type R-value Location/Comments mi Floor Celling Slab Perimeter 0 11 0 19 0 Outside Outside Grade Outside Outside GLAZING Glazing Orientation Area (ft2) Panes Glass Type Interior Shading Exterior Shading Overhang and Fins Frame Type 46.0 1 Clear 33.3 1 Clear 100.0 1 Clear 4.0 1 Clear Area Thick Window North Window North Window South Skylight THERMAL MASS Type Lght Drape None None Metal Lght Drape None None Wood Lght Drape None None Metal Lght Drape None None Metal Exposed? (ft2) (in) Location/Description Wall Yes 284.7 5.3 1st & 2nd Fir Wall Yes 48.0 5.3 1st Fir Only Wall Yes 284.0 5.3 1st and 2nd Fir Floor Yes 36.0 4.0 Floor No 365.0 3.5 Intmassl Yes 62.0 2.0 ^^mass2 Yes 116.0 2.0 CERTIFICATE OF COMPLIANCE; Residential 6ject Title: La Costa Valley Terrace Page 2 Run; 036 CF-IR 21-Jan-90 HVAC SYSTEMS Type Efficiency Duct Location and R-value Output Manufacturer/Model # (Btuh) (or approved equal) Furnace Air Conditioner 0.75 SE 9.00 SEER Attic Attic R-2.1 R-2.1 Maximum furnaee heating output: 74400 Btuh 53000 Payne/395C048055 45500 Payne/567G048 Zonally controlled HVAC? No WATER HEATING SYSTEMS Tank Speeial Capacity Manufacturer/Model # Features/ System Type (gal) (or approved equal) Credits Storage Gas 50 REMARKS, NOTES, AND EXCEPTIONAL FEATURES None COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative Code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Remarks, Notes, and Exceptional Features section. CERTIFICATE OF COMPLIANCE; Residential kject Title; La Costa Valley Terrace Page 3 Run: 036 CF-IR 21-Jan-90 DESIGNER Ken Purdy, A.I.A. Kenneth A. Purdy, A.I.A. 2120B Jimmy Durante Blvd, Del Mar, CA (619) 755-7100 Llc #: OWNER Sig Date DOCUMENTATION AUTHOR Robert K. Nacke, P.E. Mechanical Engineer 145 Sehubert Path Cardiff by the Sea, California (619) 942-0813 92007 ,^2iy Jh'yi^y.) Signed Date Signed ENFORCEMENT AGENCY Name: Title: Agency: Date Telephone: Signed Date COMPUTER METHOD SUMMARY Page 1 C-2R ject Title: ject Address: Building Title: Document Author; Telephone: Compliance Method: Climate Zone; La Costa Valley Terrace Carlsbad, California Unit Robert K. Nacke, P.E. (619) 942-0813 CEC CALRES, Version 1.10 7 Run: 036 21-Jan-90 Calc on Unit 14 Building Permit # Plan Cheek / Date Field Check / Date ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Proposed Design Space Heating Spaee Cooling Water Heating Total 2.09 7.31 10.54 19.95 1.74 4.03 10.54 16.32 Complies Yes GENERAL IITFORJ-IATION Conditioned Floor Area: Building Type: Building Front Orientation: Ktonber of Dwelling Units: ^Biber of Stories: Floor Construction Type; Niunber of Conditioned Zones: Total Conditioned Volume; Conditioned Footprint Area; Ground Floor Area: 1840 ft2 SFA Single Family Attached 45 deg (North) 1 2 Raised floor 1 14720 ft3 972 ft2 972 ft2 BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) (ft3) Type Conditioned Infiltration Control Type Unit-D 1840 14720 CEC_Standard OPAQUE SURFACES Surface Type Area Insul True Solar Form 3 Location/ (ft2) U-value R-val Azm Tilt Gains Reference Comments Zone = Unit-D Door 20.0 0.330 0 45 90 Yes 3068-Wood Outside Wall 284.7 0.097 11 45 90 Yes 2x4Stud/Stuc Outside tfall 24.0 0.097 11 315 90 Yes 2x4Stud/Stuc Outside iall 24.0 0.097 11 135 90 Yes 2x4Stud/Stuc Outside Wall 284.0 0.097 11 225 90 Yes 2x4Stud/Stuc Outside Floor 36.0 — 0 45 180 No Slabl40E Grade Floor 365.0 — 0 45 180 No Slabl40C Grade Celling 968.0 0.049 19 45 0 Yes CEC_R19-24oe Outside COMPUTER METHOD SUMMARY ^^ject Title: La Costa Valley Terrace Page 2 C-2R Run: 036 21-Jan-90 PERIMETER LOSSES Perimeter Type Length (ft) F2 Insul Insul Location/ Factor R-val Depth (in) Comments Zone = Unit-D Exposed 24'0'' 0.90 Outside GLAZIHG SURFACES Glazing Name Area True Open Frame Type (ft2) Azm Tilt Type Type Glazing Charactr Name SC with FMF Shades Shades Open Closed Zone = Unit-D ILow Wind 6.0 45 90 Slider Metal Single 0.88 0.80 French-Dr,1 Wind 33.3 45 90 Hinged Wood Single 0.76 0.69 2Low Wind 24.0 225 90 Slider Metal Single 0.88 0.80 3Low Wind 16.0 225 90 Slider Metal Single 0.88 0.80 4Low Wind 16.0 225 90 Slider Metal Single 0.88 0.80 lUp Wind 24.0 45 90 Slider Metal Single 0.88 0.80 |2Up Wind 16.0 45 90 Slider Metal Single 0.88 0.80 Rup Wind 20.0 225 90 Slider Metal Single 0.88 0.80 4Up Wind 24.0 225 90 Slider Metal Single 0.88 0.80 5Skylight Skyl 4.0 45 0 Fixed Metal Single 0.88 0.80 GLAZING CHARACTERISTICS Glazing Charactr Glazing # of Name Type Panes U-val Only SC w/o FMF Interior Glass w/Int Shade Shades Type SC Exterior Ext Shade Shade Type Single Clear 1 1.10 1.00 0.91 Lght Drape 1.00 None OVERHANGS Glazing Naune Glazing Height Width Depth Above Left Right Glazing Extension Extension None FINS Left Fin Right Fin Glazing Exten Dist Exten Dist gazing Fin Fin above to Fin Fin above to ^Hie Height Width Depth Height glzng glzing Depth Height glzng glzing None COMPUTER METHOD SUMMARY ^jeet Title: La Costa Valley Terrace Page 3 Run: 036 C-2R 21-Jan-90 THERMAL MASS Mass Name Type Vol Cond- Area Thick Heat duct- Form 3 (ft2) (in) Cap ivity Reference Inside Location/ R-val Description Zone = Unit-D Front Wall 284.7 5.3 8 0.05 2x4Stud/Stue 0 1st & 2nd Fl Right Wall 24.0 5.3 8 0.05 2x4Stud/Stuc 0 1st Fir Only left Wall 24.0 5.3 8 0.05 2x4Stud/Stuc 0 1st Fir Only Back Wall 284.0 5.3 8 0.05 2x4Stud/Stuc 0 1st and 2nd Entry Floor 36.0 4.0 20 1.03 Slabl40E 0.92 LR Floor 245.0 3.5 28 0.98 Slabl40C 2.92 Dine Floor 120.0 3.5 28 0.98 Slabl40C 2.92 Hall-Powder Intmassl 30.0 2.0 18 0.16 Tile-Ply 0 Kit-Counter Intmassl 32.0 2.0 18 0.16 Tile-Ply 0 Bath Intmass2 39.0 2.0 18 0.16 Tile-Ply 0 MB+Shower Intmass2 77.0 2.0 18 0.16 Tile-Ply 0 SOLAR GAIN DISTRIBUTION m zing e Winter Summer Targetted Fraction Fraction Thermal Mass Location/Description None HVAC SYSTEMS System Name System Type Efficiency Duct Location and R-value Credits Zone = Unit-D GasFurn.752 AC-9.0 Furnace Air Conditioner 0.75 SE 9.00 SEER Attic R-2.1 Attic R-2.1 WATER HEATING SYSTEMS Tank Rated Pilot Special # of Capacity Rated Standby Input Size Features/ System Type Heaters (gal) Efficiency Loss (Btuh) (Btuh) Credits Storage Gas 50 0.76 RE 3.64% 28000 REMARKS, NOTES, AND EXCEPTIONAL FEATURES None CERTIFICATE OF COMPLIANCE; Residential Page 1 CF-IR ject Title: ject Address: Building Title: Document Author; Telephone: Compliance Method: Climate Zone: La Costa Valley Terrace Carlsbad, California Unit C Robert K. Nacke, P.E. (619) 942-0813 CEC CALRES, Version 1.10 7 Run; 028 21-Jan-90 Calc on Unit 21 Building Permit # Plan Check / Date Field Cheek / Date GENERAL INFORMATION Conditioned Floor Area: Building Type; Building Front Orientation; Niunber of Dwelling Units: Floor Construction Type: Infiltration Control: 2270 ft2 SFA Single Family Attached 45 deg (North) 1 Raised floor CEC_Standard BUILDING SHELL INSULATION Component Insul Type R-value Location/Comments ll Floor Celling Slab Perimeter 0 11 0 19 0 Outside Outside Grade Outside Outside GLAZING Glazing Orientation Area Glass Interior (ft2) Panes Type Shading Exterior Overhang Frame Shading and Fins Type 68.0 1 Clear 90.0 1 Clear 70.0 1 Clear 8.0 1 Clear Area Thick window South Window North Window South Skylight THERMAL MASS Type Lght Drape None None Metal Lght Drape None None Metal Lght Drape None None Wood Lght Drape None None Metal Exposed? (ft2) (in) Location/Description Wall Wall Wall Floor Intmass2 Intmassl Yes Yes Yes No Yes Yes 290.0 84.0 462.0 336.0 119.0 115.0 5.3 5.3 5.3 3.5 2.0 2.0 1st & 2nd Fir 1st Fir Only 1st and 2nd Fir CERTIFICATE OF COMPLIANCE; Residential lH^ect Title; La Costa Valley Terrace Page 2 Run; 028 CF-IR 21-Jan-90 HVAC SYSTEMS Type Efficiency Duct Location and R-value Output Manufacturer/Model # (Btuh) (or approved equal) Furnace Air Conditioner 0.72 SE 9.00 SEER Attic R-2.1 Attic R-2.1 Maximum furnace heating output: 72326 Btuh 65000 Payne/394J048065 45500 Payne/567G048 Zonally controlled HVAC? No WATER HEATING SYSTEMS Tank Special Capacity Manufacturer/Model # Features/ System Type (gal) (or approved equal) Credits Storage Gas 50 REMARKS, NOTES, AND EXCEPTIONAL FEATURES None COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Achnlnlstratlve Code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Remarks, Notes, and Exceptional Features section. CERTIFICATE OF COMPLIANCE; Residential Page 3 CF-IR mi'. iect Title; La Costa Valley Terrace Run; 028 21-Jan-90 :sssssssBBBssss=s:=sssasssssss DESIGNER Ken Purdy, A.I.A. Kenneth A. Purdy, A.I.A. 212OB Jimmy Durante Blvd, Del Mar, CA (619) 755-7100 Lie #: OWNER Signed DOCUMENTATION AUTHOR Robert K. Nacke, P.E. Mechanical Engineer 145 Schubert Path Cardiff by the Sea, California (619) 942-0813 Date Signed 92007 Signed 4^ y/?^ f / r Date Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone; Signed Date COMPUTER METHOD SUMMARY Page 1 C-2R iject Title: ject Address: Building Title; Document Author; Telephone: Compliance Method: Climate Zone: La Costa Valley Terrace Carlsbad, California Unit C Robert K. Nacke, P.E. (619) 942-0813 CEC CALRES, Version 1.10 7 Run; 028 21-Jan-90 Calc on Unit 21 Building Permit # Plan Check / Date Field Check / Date ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Proposed Design Space Heating Spaee Cooling Water Heating Total 2.21 7.12 8.55 17.88 1.97 3.92 8.55 14.44 Complies Yes GENERAL INFORI-IATION Conditioned Floor Area; Building Type: Building Front Orientation: ^mber of Dwelling Units: ^Bber of Stories; Floor Construction Type; Number of Conditioned Zones; Total Conditioned Volume: Conditioned Footprint Area: Ground Floor Area: 2270 ft2 SFA Single Family Attached 45 deg (North) 1 2 Raised floor 1 18160 ft3 1075 ft2 1075 ft2 BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) (ft3) Type Conditioned Infiltration Control Type Unlt-C 2270 18160 CEC_Standard OPAQUE SURFACES Surface Type Area Insul True Solar Form 3 Location/ (ft2) U-value R-val Azm Tilt Gains Reference Comments Zone = Unit-C Door 20.0 0.330 0 45 90 Yes 3068-Wood Outside Wall 290.0 0.097 11 45 90 Yes 2x4Stud/Stuc Outside tflall 84.0 0.097 11 315 90 Yes 2x4Stud/Stuc Outside Wall 462.0 0.097 11 225 90 Yes 2x4Stud/Stuc Outside Floor 336.0 — 0 45 180 No Slabl40C Grade Celling 1017.0 0.049 19 45 0 Yes CEC_R19-24oc Outside COMPUTER METHOD SUMMARY Heet Title; La Costa Valley Terrace Page 2 Run; 028 C-2R 21-Jan-90 PERIMETER LOSSES Perimeter Type Length F2 Insul Insul Location/ (ft) Factor R-val Depth (in) Comments Zone = Unit-C Exposed 25'0'' 0.90 Outside GLAZING SURFACES Glazing Naune Area True Open Frame Type (ft2) Azm Tilt Type Type Glazing Charactr Naune SC with FMF Shades Shades Open Closed Zone = Unit-C IGrnd Wind 2Grnd Wind ILow Wind 2Low Wind French-Dr,1 Wind 3Low Wind ^Up Wind Vup Wind French-Dr,2 Wind 3Up Wind llSkylight Skyl 12Skyllght Skyl 20.0 8.0 16.0 26.0 36.7 24.0 24.0 24.0 33.3 16.0 4.0 4.0 225 225 45 45 225 225 45 45 225 225 45 45 90 Slider 90 Slider Slider Slider 90 Hinged 90 Slider Slider Slider 90 Hinged 90 Slider Fixed Fixed 90 90 90 90 0 0 Metal Metal Metal Metal Wood Metal Metal Metal Wood Metal Metal Metal Single Single Single Single Single Single Single Single Single Single Single Single 0.88 0.88 0.88 0.88 0.76 0.88 0.88 0.88 0.76 0.88 0.88 0.88 0.80 0.80 0.80 0.80 0.69 0.80 0.80 0.80 0.69 0.80 0.80 0.80 GLAZING CHARACTERISTICS Glazing Charactr Glazing # of Name SC w/o FMF Interior Glass w/Int Shade Type Panes U-val Only Shades Type SC Exterior Ext Shade Shade Type Single Clear 1 1.10 1.00 0.91 Lght Drape 1.00 None OVERHANGS Glazing Name Glazing Height Width Above Depth Glazing Left Right Extension Extension None FINS ^^azing Name Left Fin Right Fin Glazing Height Width Exten Dist Fin Fin above to Fin Depth Height glzng glzing Depth Exten Dist Fin above to Height glzng glzing None COMPUTER METHOD SUMMARY pject Title: La Costa Valley Terrace Page 3 C-2R Run: 028 21-Jan-90 THERMAL MASS Mass Naune Type Vol Cond- Area Thick Heat duet- Form 3 (ft2) (in) Cap ivity Reference Inside Location/ R-val Description Zone = Unlt-C Front Wall 290.0 5.3 8 0.05 2x4Stud/Stuc 0 1st & 2nd Fl Right Wall 84.0 5.3 8 0.05 2x4Stud/Stuc 0 1st Fir Only Back Wall 462.0 5.3 8 0.05 2x4Stud/Stuc 0 1st and 2nd ER-4 Floor 336.0 3.5 28 0.98 Slabl40C 2.92 B-3,Counter Entry Intmass2 12.0 2.0 18 0.16 Tile-Ply 0 B-3,Counter Entry Intmassl 85.0 2.0 18 0.16 Tile-Ply 0 Pdr Intmassl 30.0 2.0 18 0.16 Tile-Ply 0 Kit-Counter Intmass2 32.0 2.0 18 0.16 Tile-Ply 0 BR-2 Intmass2 56.0 2.0 18 0.16 Tile-Ply 0 MB Intmass2 11.0 2.0 18 0.16 Tile-Ply 0 Bath-2 Intmass2 8.0 2.0 18 0.16 Tile-Ply 0 SOLAR GAIN DISTRIBUTION m zing .e Winter Summer Targetted Fraction Fraction Thermal Mass Location/Description None HVAC SYSTEMS System Name System Type Efficiency Duct Loeation and R-value Credits Zone = Unit-C GasFurn.72 AC-9.0 Furnace Air Conditioner 0.72 SE 9.00 SEER Attic Attic R-2.1 R-2.1 WATER HEATING SYSTEMS Tank Rated Pilot Special # of Capacity Rated Standby Input Size Features/ System Type Heaters (gal) Effieleney Loss (Btuh) (Btuh) Credits Storage Gas 50 0.76 RE 3.64% 28000 REMARKS, NOTES, AND EXCEPTIONAL FEATURES None CERTIFICATE OF COMPLIANCE; Residential Page 1 CF-IR ject Title; bject Address; Building Title: Document Author; Telephone: Compliance Method; Climate Zone; La Costa Valley Terrace Carlsbad, California Unit Robert K. Nacke, P.E. (619) 942-0813 CEC CALRES, Version 1.10 7 Run: 030 21-Jan-90 Calc on Unit 24 Building Permit # Plan Check / Date Field Check / Date GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation; Number of Dwelling Units: Floor Construction Type: Infiltration Control: 1930 ft2 SFA Single Family Attached 330 deg (North) 1 Raised floor CEC_Standard BUILDING SHELL INSULATION Component Insul Type R-value Location/Comments mi Floor Celling 0 11 11 19 Outside Outside Outside Outside GLAZING Glazing Area Glass Interior Exterior Overhang Frame Orientation (ft2) Panes Type Shading Shading and Fins Type Window North 96.5 1 Clear Lght Drape None None Metal Window West 113.3 1 Clear Lght Drape None None Metal Window East 117.3 1 Clear Lght Drape None None Metal Skylight 9.0 1 Clear Lght Drape None None Metal THERMAL MASS Area Thick Type Exposed? (ft2) (in) Location/Description Wall Yes 511.5 5.3 1st & 2nd Fir Wall Yes 286.7 5.3 1st Fir Only Wall Yes 394.7 5.3 1st and 2nd Fir Intmassl Yes 386.0 2.0 Intmass2 Yes 112.0 2.0 ^f^C SYSTEMS Type Efficiency Duct Location and R-value Output (Btuh) Manufacturer/Model # (or approved equal) Furnace Air Conditioner 0.72 SE Attic R-2.1 65000 Payne/394J048065 9.00 SEER Attic R-2.1 4550J Payne/567G048 CERTIFICATE OF COMPLIANCE; Residential Page 2 CF-IR |ect Title: La Costa Valley Terrace Run; 030 21-Jan-90 m Maximum furnace heating output: 70008 Btuh Zonally controlled HVAC? No WATER HEATING SYSTEMS Tank Speeial Capacity Manufacturer/Model # Features/ System Type (gal) (or approved equal) Credits Storage Gas 50 REMARKS, NOTES, AND EXCEPTIONAL FEATURES None COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance Pelf ications needed to comply with Title 24, Chapter 2-53 and Title 20, pter 2, Subchapter 4, Article 1 of the California Administrative Code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Remarks, Notes, and Exceptional Features section. DESIGNER OWNER Ken Purdy, A.I.A. Kenneth A. Purdy, A.I.A. 2120B Jimmy Durante Blvd, Del Mar, CA (619) 755-7100 Llc #: Signed Date Signed Date DOCUMENTATION AUTHOR ENFORCEMENT AGENCY Robert K. Nacke, P.E. Name; Mechanical Engineer Title: 145 Schubert Path Agency: Cardiff by the Sea, California 92007 • 9) 942-0813 Telephone; jned / I Da1 Signed / / Date Signed Date COMPUTER METHOD SUMMARY Page 1 C-2R ject Title; bject Address; Building Title; Document Author; Telephone: Compliance Method: Climate Zone; La Costa Valley Terrace Carlsbad, California Unit Robert K. Nacke, P.E. (619) 942-0813 CEC CALRES, Version 1.10 7 Run; 030 21-Jan-90 Calc on Unit 24 Building Permit # Plan Check / Date Field Check / Date ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Proposed Design Space Heating Space Cooling Water Heating Total 3.06 7.91 10.05 21.02 4.20 6.50 10.05 20.75 Complies Yes GENERAL INFORMATION Conditioned Floor Area; Building Type: Building Front Orientation: «ber of Dwelling Units: ber of Stories: Floor Construction Type; Niunber of Conditioned Zones: Total Conditioned Volume: Conditioned Footprint Area; Ground Floor Area: 1930 ft2 SFA Single Family Attached 330 deg (North) 1 2 Raised floor 1 15440 ft3 1000 ft2 1000 ft2 BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) (ft3) Type Conditioned Infiltration Control Type Unit-E 1930 15440 CEC_Standard OPAQUE SURFACES Surface Area Insul True Solar Type (ft2) U-value R-val Azm Tilt Gains Zone = Unit-E Door 20.0 0. 330 0 330 90 Yes _Wall 511.5 0. 097 11 330 90 Yes Wall ^all 286.7 0. 097 11 240 90 Yes Wall ^all 112.0 0. 097 11 150 90 Yes Wall 282.7 0. 097 11 60 90 Yes Floor 388.0 0. 081 11 330 180 No Ceiling 991.0 0. 049 19 330 0 Yes Location/ Comments 3068-Wood 2x4Stud/Stuc 2x4Stud/Stuc 2x4Stud/Stuc 2x4Stud/Stuc Carp-Ply CEC_R19-24oc Outside Outside Outside Outside Outside Outside Outside COMPUTER METHOD SUMMARY l^^ject Title: La Costa Valley Terrace Page 2 Run: 030 C-2R 21-Jan-90 PERIMETER LOSSES Perimeter Type Length (ft) F2 Factor Insul R-val Insul Depth (in) Location/ Comments None GLAZING SURFACES Glazing Name Area True Open Frame Type (ft2) Azm Tilt Type Type Glazing Charactr Name SC with FMF Shades Shades Open Closed Zone = Unit-E ILow Wind 16.0 330 90 Slider Metal Single 0.88 0. 80 2Low Wind 32.0 330 90 Slider Metal Single Single 0.88 0. 80 3Low Wind 6.3 330 90 Fixed Metal Single Single 0.88 0. 80 4Low Wind 20.0 330 90 Slider Metal Single 0.88 0. 80 SLOW Wind 33.3 240 90 Slider Metal Single 0.88 0. 80 6Low Wind 12.0 240 90 Slider Metal Single 0.88 0. 80 7Low Wind 12.0 240 90 Slider Metal Single 0.88 0. 80 BLow Wind 33.3 60 90 Slider Metal Single 0.88 0. 80 &Low Wind 20.0 60 90 Slider Metal Single 0.88 0. 80 lOLow Wind 20.0 60 90 Slider Metal Single 0.88 0. 80 lUp Wind 16.0 330 90 Slider Metal Single 0.88 0. 80 2Up Wind 6.3 330 90 Fixed Metal Single 0.88 0. 80 3Up Wind 40.0 240 90 Slider Metal Single 0.88 0. 80 4Up Wind 16.0 240 90 Slider Metal Single 0.88 0. 80 SUp Wind 20.0 60 90 Slider Metal Single 0.88 0. 80 6Up Wind 24.0 60 90 Slider Metal Single 0.88 0. 80 SSkylight Skyl 9.0 330 0 Fixed Metal Single 0.88 0. 80 GLAZING CHARACTERISTICS Glazing Charactr Glazing # of Name Type Panes U-val Only SC w/o FMF Interior Glass w/Int Shade Shades Type SC Exterior Ext Shade Shade Type Single Clear 1 1.10 1.00 0.91 Lght Drape 1.00 None OVERHANGS Glazing Name Glazing Height Width ^j^ne Above Left Right Depth Glazing Extension Extension COMPUTER METHOD SUMMARY kject Title; La Costa Valley Terrace Page 3 Run: 030 C-2R 21-Jan-90 FINS Left Fin Right Fin Glazing Exten Dist Exten Dist Glazing Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing None THERI'IAL HASS Mass Name Type Vol Cond- Area Thick Heat duct- Form 3 (ft2) (in) Cap ivity Reference Inside Location/ R-val Description Zone = Unit-E Front Wall 511.5 5.3 8 0.05 2x4Stud/Stuc 0 1st & 2nd Fl Right Wall 286.7 5.3 8 0.05 2x4Stud/Stuc 0 1st Fir Only Baek Wall 112.0 5.3 8 0.05 2x4Stud/Stuc 0 1st and 2nd Left Wall 282.7 5.3 8 0.05 2x4Stud/Stuc 0 1st and 2nd Entry Intmassl 121.0 2.0 18 0.16 Tile-Ply 0 Kitchen Intmassl 225.0 2.0 18 0.16 Tile-Ply 0 •Powder Intmassl 29.0 2.0 18 0.16 Tile-Ply 0 Pen/Bar-Cntr Intmassl 11.0 2.0 18 0.16 Tile-Ply 0 Bath-2 Intmass2 42.0 2.0 18 0.16 Tile-Ply 0 MB Intmass2 70.0 2.0 18 0.16 Tile-Ply 0 SOLAR GAIN DISTRIBUTION Glazing Name Winter Summer Targetted Fraction Fraction Thermal Mass Location/Description None HVAC SYSTEMS System Name System Type Efficiency Duct Loeation and R-value Credits Zone = Unit-E GasFurn.72 AC-9.0 Furnace Air Conditioner 0.72 SE 9.00 SEER Attic Attic R-2.1 R-2.1 WATER HEATING SYSTEMS Tank Rated Pilot Speeial # of Capacity Rated Standby Input Size Features/ ^IP^tem Type Heaters (gal) Efficiency Loss (Btuh) (Btuh) Credits Storage Gas 1 SO 0.76 RE 3.64% 28000 COMPUTER METHOD SUMMARY I ject Title: La Costa Valley Terrace Page 4 Run; 030 C-2R 21-Jan-90 REMARKS, NOTES, AND EXCEPTIONAL FEATURES None CERTIFICATE OF COMPLIANCE; Residential ect Title: Project Address; Page 1 CF-IR La Costa Valley Terrace Carlsbad, California Building Title: Document Author; Telephone: Compliance Method: Climate Zone; Unit E Reverse Robert K. Nacke, P.E. (619) 942-0813 CEC CALRES, Version 1.10 7 Run; 019 21-Jan-90 Calc on Unit 27 Building Permit # Plan Check / Date Field Check / Date GENERAL INFORMATION Conditioned Floor Area; Building Type: Building Front Orientation: Number of Dwelling Units: Floor Construction Type: Infiltration Control: 1930 ft2 SFA Single Family Attached 150 deg (South) 1 Raised floor CEC Standard BUILDING SHELL INSULATION Component Insul Type R-value Location/Comments ii^i Floor Celling Slab Perimeter Slab Perimeter 0 Outside 11 Outside 11 Outside 19 Outside 0 Unconditioned 0 Outside GLAZING Glazing Orientation Area Glass Interior (ft2) Panes Type Shading Exterior Overhang Frame Shading and Fins Type 96.5 1 Clear 113.3 1 Clear 117.3 1 Clear 9.0 1 Clear Area Thick Window South Window West Window East Skylight THERMAL MASS Type Lght Drape None None Metal Lght Drape None None Metal Lght Drape None None Metal Lght Drape None None Metal Exposed? (ft2) (in) Location/Description Wall Yes 511.5 5.3 1st & 2nd Fir Wall Yes 282.7 5.3 1st Fir Only Wall Yes 526.7 5.3 1st and 2nd Fir Intmassl Yes 386.0 2.0 J^mass2 Yes 112.0 2.0 CERTIFICATE OF COMPLIANCE: Residential inject Title; La Costa Valley Terrace Page 2 Run: 019 CF-IR 21-Jan-90 HVAC SYSTEMS Type Effieiency Duet Location and R-value Output Manufacturer/Model # (Btuh) (or approved equal) Furnace Air Conditioner 0.75 SE 9.00 SEER Attic Attic R-2.1 R-2.1 Maximum furnace heating output: 70200 Btuh 71000 Payne/395C048075 45500 Payne/567G048 Zonally controlled HVAC? No WATER HEATING SYSTEMS Tank Special Capacity Manufacturer/Model # Features/ System Type (gal) (or approved equal) Credits Storage Gas 50 REMARKS, NOTES, AND EXCEPTIONAL FEATURES None COMPLIANCE STATEMENT This certificate of complianee lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the .California Administrative Code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Remarks, Notes, and Exceptional Features section. CERTIFICATE OF COMPLIANCE: Residential ^^ject Title: La Costa Valley Terrace Page 3 Run: 019 CF-IR 21-Jan-90 DESIGNER Ken Purdy, A.I.A. Kenneth A. Purdy, A.I.A. 2120B Jimmy Durante Blvd, Del Mar, CA (619) 755-7100 Llc #: OWNER Signed Date DOCUMENTATION AUTHOR Robert K. Nacke, P.E. Mechanical Engineer 145 Schubert Path Cardiff by the Sea, California 92007 (619) 942-0813 Signed Signed ENFORCEMENT AGENCY Name: Title; Agency: Date Telephone: Date Signed Date COMPUTER METHOD SUMMARY Page 1 C-2R Iject Title: La Costa Valley Terrace Run: 019 21-Jan-90 Project Address: Carlsbad, California Calc on Unit 27 Building Title: Unit E Reverse Building Permit # Document Author: Robert K. Nacke, P.E. Telephone; (619) 942-0813 Plan Check / Date Compliance Method: CEC CALRES, Version 1.10 Field Cheek / Date Climate Zone; 7 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Proposed Design Space Heating 3.81 3.82 Spaee Cooling 7.89 7.88 Water Heating 10.05 10.05 Complies Total 21.75 21.75 Yes GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: ^^^er of Dwelling Units: OTRiber of Stories: 1930 ft2 SFA Single Family Attached ISO deg (South) 1 2 Floor Construction Type: Number of Conditioned Zones; Total Conditioned Volume: Conditioned Footprint Area: Ground Floor Area: Raised floor 1 15440 ft3 1000 ft2 1000 ft2 BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) (ft3) Type Conditioned Infiltration Control Type Unit-E 1930 15440 CEC_Standard OPAQUE SURFACES Surface Type Area Insul True Solar Form 3 Location/ (ft2) U-value R-val Azm Tilt Gains Reference Comments Zone = Unit-E Door 20.0 0. 330 0 150 90 Yes 3068-Wood Outside ^all 511.5 0. 097 11 150 90 Yes 2x4Stud/Stuc Outside Vail 282.7 0. 097 11 60 90 Yes 2x4Stud/Stue Outside Wall 240.0 0. 097 11 330 90 Yes 2x4Stud/Stuc Outside Wall 286.7 0. 097 11 240 90 Yes 2x4Stud/Stue Outside Floor 388.0 0. 081 11 150 180 No Carp-Ply Outside Celling 991.0 0. 049 19 150 0 Yes CEC_R19-24oc Outside COMPUTER METHOD SUMMARY )jeet Title: La Costa Valley Terrace Page 2 Run: 019 C-2R 21-Jan-90 PERIMETER LOSSES Perimeter Type Length (ft) F2 Factor Insul R-val Insul Depth (in) Location/ Comments Zone = Unit-E Exposed 25'0" 0.55 Exposed 25'0" 0.90 0 0 0 Unconditioned 0 Outside GLAZING SURFACES Glazing Name Area True Open Frame Type (ft2) Azm Tilt Type Type Glazing Charactr Name SC with FMF Shades Shades Open Closed Zone = Unit-E ILow Wind 16.0 150 90 Slider Metal Single 0. 88 0.80 2LC3W Wind 32.0 150 90 Slider Metal Single 0. 88 0.80 3Low Wind 6.3 150 90 Fixed Metal Single 0. 88 0.80 4Low Wind 20.0 150 90 Slider Metal Single 0. 88 0.80 SLOW fcLow 7Low Wind 33.3 240 90 Slider Metal Single 0. 88 0.80 SLOW fcLow 7Low Wind 12.0 240 90 Slider Metal Single 0. 88 0.80 SLOW fcLow 7Low Wind 12.0 240 90 Slider Metal Single 0. 88 0.80 BLOW Wind 33.3 60 90 Slider Metal Single 0. 88 0.80 9Low Wind 20.0 60 90 Slider Metal Single 0. 88 0.80 lOLow Wind 20.0 60 90 Slider Metal Single 0. 88 0.80 lUp Wind 16.0 150 90 Slider Metal Single 0. 88 0.80 2Up Wind 6.3 150 90 Fixed Metal Single 0. 88 0.80 3Up Wind 40.0 240 90 Slider Metal Single 0. 88 0.80 4Up Wind 16.0 240 90 Slider Metal Single 0. 88 0.80 SUp Wind 20.0 60 90 Slider Metal Single 0. 88 0.80 6Up Wind 24.0 60 90 Slider Metal Single 0. 88 0.80 SSkylight Skyl 9.0 150 0 Fixed Metal Single 0. 88 0.80 GLAZING CHARACTERISTICS Glazing Charactr Glazing # of Name Type SC w/o FMF Glass w/Int Interior Shade SC Exterior Ext Shade Shade Type Panes U-val Only Shades Type 1 1.10 1.00 0.91 Lght Drape 1.00 None Single Clear OVERHANGS Glazing V! None Glazing Height Width Depth Above Left Right Glazing Extension Extension COMPUTER METHOD SUMMARY Page 3 C-2R flfcject Title: La Costa Valley Terrace Run: 019 21-Jan-90 FINS Left Fin Right Fin Glazing Exten Dist Exten Dist Glazing Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing None THERMAL MASS Vol Cond- Area Thick Heat duct- Mass Name Type (ft2) (in) Cap Ivlty Zone = Unit-E Front Wall Sll.5 5.3 8 0.05 Right Wall 282.7 5.3 8 0.05 Back Wall 240.0 5.3 8 0.05 Left Wall 286.7 5.3 8 0.05 Entry Intmassl 121.0 2.0 18 0.16 ^^itehen ^^C3wder ^T)en/Bar-Cntr Intmassl 225.0 2.0 18 0.16 ^^itehen ^^C3wder ^T)en/Bar-Cntr Intmassl 29.0 2.0 18 0.16 ^^itehen ^^C3wder ^T)en/Bar-Cntr Intmassl 11.0 2.0 18 0.16 Bath-2 Intmass2 42.0 2.0 18 0.16 MB Intmass2 70.0 2.0 18 0.16 Inside Location/ R-val Description 2x4Stud/Stuc 2x4Stud/Stuc 2x4Stud/Stuc 2x4Stud/Stuc Tile-Ply Tile-Ply Tile-Ply Tile-Ply Tile-Ply Tile-Ply 0 0 0 0 0 0 0 0 0 0 1st & 2nd Fl 1st Fir Only 1st and 2nd 1st and 2nd SOLAR GAIN DISTRIBUTION Glazing Name Winter Summer Targetted Fraction Fraction Thermal Mass Location/Description None HVAC SYSTEMS System Name System Type Efficiency Duct Location and R-value Credits Zone = Unit-E GasFurn.746 AC-9.0 Furnaee Air Conditioner 0.75 SE 9.00 SEER Attic R-2.1 Attic R-2.1 WATER HEATING SYSTEMS Tank Rated Pilot Speeial # of Capacity Rated Standby Input Size Features/ ll^tem Type Heaters (gal) Efficiency Loss (Btuh) (Btuh) Credits Storage Gas 50 0.76 RE 3.64% 28000 COMPUTER METHOD SUMMARY ^Ibject Title: La Costa Valley Terrace Page 4 Run: 019 C-2R 21-Jan-90 REMARKS, NOTES, AND EXCEPTIONAL FEATURES None POSED CONSTRUCTION ASSEMBLY: Residential Page 1 Form 3R Sun 21-Jan-90 Building Permit # Checked By / Date Project Title: Project Address: Building Title: Document Author: Telephone; La Costa Valley Terrace Carlsbad, California Unit A Exterior Robert K. Nacke, P.E. (619) 942-0813 Assembly Name; Assembly Type: Frauning Percentage; Framing Type: 2x4Stud/Stuc Wall Construetion 15% CEC_16ocW OF CONSTRUCTION COMPONENTS Thickness Resistance Material (Inches) at Cavity 1 Fllmln_90 0.68 2 GypBoard 0.50 0.45 3a Fir 3.50 — 3b RllBatt 3.50 11.00 4 Stucco 1.13 0.23 S FilmOutside — 0.17 at Framing 0.68 0.45 3.47 0.23 0.17 Total Unadjusted Resistance (R): 12.52 Note; Winter value used for outside air film. 4.99 tRAMING ADJUSIMENT CALCULATION Cavity Framing U-value: (1./12.52 x 0.85) + (1./4.99 x 0.15) Resistance: Total 0.098 Btuh/ft2-F 10.21 ft2-F/Btuh re ie values shown here are based on nominal data and do not Include surface film ijustments, crawlspace resistance, or other modifications mandated by the CEC. 1^: (POSED CONSTRUCTION ASSEMBLY: Residential Page 1 Form 3R Sun 21-Jan-90 Building Permit # Checked By / Date Project Title: Project Address: Building Title: Document Author: Telephone; La Costa Valley Terrace Carlsbad, California Unit A Exterior Robert K. Nacke, P.E. (619) 942-0813 Assembly Name; Assembly Type: Framing Percentage: Framing Type: Carp-Ply Floor Construction 10% CEC_16ocF/C LIST OF CONSTRUCTION COMPONENTS Thickness Resistance Resistance Material (inches) at Cavity at Framing 1 Fllmln_180 0.92 0.92 2 Carpet — 2.00 2.00 3 Plywood 0.75 0.94 0.94 4a Fir 0.75 — 0.74 4b RllBatt 3.50 11.00 — 5 FilmOutside — 0.17 0.17 Total Unadjusted Resistance (R): 15.02 Note: Winter value used for outside air film. 4.77 FRAMING ADJUSTMENT CALCULATION Cavity Framing U-value: (1./1S.02 x 0.90) + (1./4.77 x 0.10) Resistance: Total 0.081 Btuh/ft2-F 12.36 ft2-F/Btuh NOTE The values shown here are based on nominal data and do not include surface film adjustments, crawlspace resistance, or other modifications mandated by the CEC. DPOSED CONSTRUCTION ASSEMBLY: Residential Page 1 Form 3R Sun 21-Jan-90 Building Permit # Checked By / Date Project Title: Projeet Address: Building Title; Document Author: Telephone; La Costa Valley Terrace Carlsbad, California Unit A Exterior Robert K. Nacke, P.E. (619) 942-0813 Assembly Naune; Assembly Type: Framing Percentage: Framing Type: Tile-Ply Floor Construction 0% None OF CONSTRUCTION COMPONENTS Thickness Resistance Resistance Material (Inches) at Cavity at Framing 1 Filmln_180 _ _ 0.92 0.92 2 Tile 0.38 0.03 0.03 3 CemntMortar 1.00 0.20 0.20 4 Plywood 0.75 0.94 0.94 5 FilmOutside — 0.17 0.17 Total Unadjusted Resistance (R): 2.25 Note: Winter value used for outside air film. 2.25 FRAMING ADJUSTMENT CALCULATION Cavity Framing U-value: (1./2.2S x 1.00) + (1./2.2S x Resistance: Total 0) « 0.444 Btuh/ft2-F =2.25 ft2-F/Btuh NOTE The values shown here are based on nominal data and do not Include surface film adjustments, crawlspace resistance, or other modifications mandated by the CEC. ROBERT K. NACKE, P.E. Mechanical Engineer ffVAC/Fire Protection Design 146 Sehubert Path, Cardiff by the Sea, Caiifornia 92007 (619) 942-0813 HVAC LOAD CALCULATIONS Project Title: Project Numben. Designed By. Checked By: Date: Revisions: ^Project me_j^ ^^TA vAi^^y reT^eAcs: J Work omer Number i^^^MUf^^rP/AlTCAC^.J^^^'i-^r^ Dote -^f^^/Ji^)/ . /^^O Engheer Robert K. Nacke Sheet ^ of 4 Project mi» iC^M//Var ^^^{? d^^fy fJ//J7-A ^TT Sheet of 5 - <:y- ^'C^^ Ot^ *- ^^fu/v .A T(h^ai^ 7.3) Af^£4, (,<:>^aX/y'Cy(/oc.^ ) /^c?£>^ £yVi£^ (Jr/Cor>/is>/77a?>/£C> /S^eW-g* (•^^r4£-A'^ S^AO,*^ (.c>^^Xy^ X /Ofl ) = ^^7 ) c 4 Project Title ^^M/r^ ^g:4g4g»/^4gyv^^ /Jv/r/^ igyT' sh««f 3 of ) g c 4 Project Title _ o>f> ]A Ar 3 g s Ot^ A AT OP = /./ c^,^ Ar 57imt of /734 ( :A jmrnmrniiu^^ Project Title, /-/AX A^Are^ ^/2£- of ) I g7, Zi/O ] ( 4 Project me. 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W7(^ 9 05^/ 79W ) ^ Project Title diCASP (C^C^^^ ^^gTVT ^Ayy/r:^ /^r- sheet .Z^ of A /-/A/ //eAretC ^/2£. ^'^J c 4 Project Title. d^^SOi/^Of A^At? ^A^^/A//yrS Sheet ot ^/A/C?^iA^ ^^^-r&L. -7.60^ y ^BTXj/tfAi ^Miyu67//r 5 ^^e^^ aji^ ' X?i0^m</ £ipoiy/ A T(h*^ Z3) c o^dZ/z^y) ^ ^ XX /^s X ^''^^ \ a /A£&^ C^^i^^ i^A^'^ ^z^^e^ £fy££ (Jr/acr/s>/r7a?\t£0 /^^rW^ ('^Ar4i£'A'^ WAtch^ ^^^-^^y*^ y rzT^A) = ) 4 Project TWe. ^r^jgfcvxxa; /.^Ai:> ^:>ccA>^^:tPr^r^ t/y// r S ^c>A^ ^ r<S>7'AC (S:H-i^i Sheet of MSro//AAi /3S0 /zoo ( if Project TWe. Sheet ZZ of O y/A/k/ /^\/A^ /t^s^vrf^ X^^ ) = /f^6Hr (.^Y-^) ^ ^i;^ (yoX/ii. ) = O^X ) = m. ^7 — p-/AUAp 5 xA^s£A* re>4~ >«»*-4r-a*-^*/^ ^'C^^ CJk^ ' C>i0^m</ £^oi>/ A T(rA^ 7.3) (.cxdaX^^'C^Y^'^^i ) ^ (,^^Y^'^'^X) - tf a xAe^ C^A^t^ dtA^ SrAA^'9) Z^!^>e. £Ty£i^ cJy/ii^^'^/ 77av<fo f.O^^X'^ X^^ ) — ^C^-it A^^ rsc -Z/ZcS- ^,zr z^z f z5 ) WALL'S^ ^10 1-730 ( 4 Project Title /.^AO jgS^^^/^^yyy-^ /JA// r C. Sheetof /^i»A^ rm^ M 7^<!^ /"^f^lS. 3 A'^A'/jAf^^e^ r<S7r'Ac ( Si33 X/'^^ &ro//AAi /too /zoo ) Projeci Title _ (:y^AAr 0*/o y^^7 Xa^ = gs C/^ A Ar Co98>X^7/X^^ /^r7r?a'/V ra^ <^iA^4!r£/C^A'CA7&^ g =- c>^ A Ar Y'.^f^y^^s-^y^^z^) ^, ^ ' A Ar ca^ Pi'/^ /^"<s>4i. fT^^T/^^syM) - g a C^x:> A ^T 0 ^— ^-e^ 7, 9A, Sheet of I^/='/crif?Arr7aH Ae^d>^^/^ ^9^ (/e/i^^ ».9S^^ A^ = ^^<57 <:^/=H (/y/r&iXsi) = 7T>7AiC CkjrS'P£ AtR € /<3 ^^,<^ rv'^^**- ^*>i'fi« v^u^ aromc (^£^\*foX/*^X^/'^ sroA/=i /?'V7 V /Q73V ) ( Project Title. Sheet of TVTAC /^AX' AkAretl. c Project Title. Sheot Z^ of ^» d^L/^xA/i^ O yy/VH fi^..A^ (scyiTi) • VA\/H F^iei^r^ 'S- ' ^A/ &Ar^t£. ^7^yZ^^ ) SS 7000 /^Y C£:AT' X C^'* (Jk^ *• /CiWi**^ ^^pu/v T(rAetA 7.3) c o^dX/z^y) (,i><9aX/7c^Xse'=i ) ^ C/ /^. , y^,*^ . tf a x/i£^ >v(^^^) ^ZaO^ ay£:i£ cJ/VCc^g?/77a/\^0 /Z^of^^ (^^Ar^A'^ Ir/ALC*^ J ^ rsc -7. A ^i9HW5+<7^"^ f.o^^X^ X ) = &^/X f Z3 ) =» 9o7 ( 4 Project Title ^:MZ^>4i? ^a^^ d^lc^/d:^'^^ /^/7 ^ Sheet Z7 of /^C>/t^ . rm^ 7/JC. 3 Ai^A^/, 77:/rAc JBTO/A'A? /zoo ) ( 4 Project Title.. ^4^r ^A>u> ti^^^g^ d///rrr? cMAAr O^/ X/e'^Xa^- gs UP^ A Ar C/>9s>Xe^'^ g^ c/f> A Ar (^,^fi^y/^y 5^z^) =• ^ ' A Ar cac Ai'fl /<a.'^f-tf. 3 Ox? A AT Z9=5 T T5^) 0 — TAi. 7, 9A, XA//=ycr7?Ar?ar^ a = A/ <:./^A^ O A^e. d>M^^^/>/^ «- ^ 9^ (M7^c^y=r^ > .9S^^ /^ = ^3>3 OcrSiP^ A^tf^ ^ /<^ '^o^ ry^^^ ^^^f* v^u^ ^re^TAL f <s,Ay-/ 'X* /^X/^/XA T ) r-?5^3r ^y/yz.zX3^) « Sheot IS of (C/=H /7 5"a. f 7/y Project Title. Sheet Z"^ of J /-/AX AkAre^i^ ^/2£- £i70///^ CI=A c Project Title. /^^^sna^/^Or Ai9A^ CA^^ i^y//r E Sheet of --11 ^* ^L/^A/9£A f ^ J - =s ^Kyc/df/iT 6 5^:^^ /r/AOA? 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Sheet 3^ of 4 5' d^/A^e?^'A/i^ —rot, •7.(0' xA/9^ A/£ S'^3:x^ (yoYii'S ) = CfiSSX^ ^OSO 6Z>y ' ^>if^4»^ £if>oiy/ A T(rA€tA 7.3) Co^^/z<y) Aff£A, (,<>'9aX^7(^X/^<^ ) - ^=r C'6./=AA^ rsi.ia> ^ NX X ><'<^ \ \m9 tf a x/l£^ Z^S--K^ ^ >viS4^^) (.o^^xy^ X /'''^ z =^ jA^A^/C-TZATJOf^ 4r« ^C^tt A^S^ TSC 1,//<^ ^ A//C ^Ak^/A/e, »/f SH(^ ZV73 c 4 Project Title ZM/^/.^AC? 4a^c^/^:^fr^ C^/T^: lefy/ Sheet of A^>iO»Ua Z A9rt9f>^^As,^, 3 JE^O/A/A? /zoo m Aa^ZA^r AVA ^-©vr Z^At? (300^'tX X/^3) 39'ZZ V 1 c Project TWe 0///7'A t/T Sheet of ) . SQUARE FOOT SUMMARY 1 1^ • GROUND LEVEL Plan Front Back Right Left Skylight Floor Ceiling Roof Perimeter (LF) Wall (Gross) Window frendi Door FIRST FLOOR Plon Front /V Back Right H Left £- Skyight Floor Ceiling Roof Perimeter (LF) Wall (Gross) ^f^'i."^ Window French Door SECOND FLOOR Plon Front y/ Back Right Left Skyight Floor Ceiling & Roof Perimeter (LF) Woll (Gross) 4c:" &> yc:^. y&^ Window French Door i'"MiiV I I iiiliMMlilii'. c Project Titim /^yy/r-A Sh^'f ^7 of -iff SQUARE FOOT SUMMARY A i t. u ') 6 •i '•go'-fe''- GROUND LEVEL Plan Front Back Right Left Skyight floor Ceiling Roof Perimeter (LF) Wall (Gross) Window French Door FIRST FLOOR Plan Front Bock Right A/ Left S Skyight floor Ceiling Roof Perimeter (LF) Wall (Gross) 7C '-t^. Window French Door SECOND FLOOR Plon Front e Bock Right /Y Left Skyight floor Ceiling Roof Perimeter (LF) Woll (Gross) Window - <^ " French Door ^ Project TWe /J/Z/r S Ap(^_ Sheet of ) SQUARE FOOT SUMMARY GROUND LEVEL Plon Front Back Right Left Skyight Ceiling Roof Perimeter {U^fit'.yz. s4 Wall (Gross) "v 5 ,y-i. "y h' 1 -hZ. Window French Door ^x//r FIRST FLOOR Plan Front yv Back 'S Right Left Skyight floor Ceiling Roof Perimeter (LF) Woll (Gross) -?^2XD y<y^ Wndow French Door SECOND FLOOR Plan Front /V Bock Right w Left Skyight floor Ceiling Roof Perimeter (LF) Wdl (Gross) Window French Door ( Project Title. Sheet jSfL- of ) • e.-.yr •I r^-i SQUARE FOOT SUMMARY as GROUND LEVEL Plan Front Back Right Left Skyight floor Ceiling Roof Perimeter (LF) E2,e_-t f '2--^ ^ Wall (Gross) Window ^3 French Door FIRST FLOOR Plan Front Back Right Left Skyight floor Ceiling Roof Perimeter (LF) Woll (Gross) :^yl4- Window French Door SECOND FLOOR Plan Front Back Right // Left Skyight floor Ceiling ^^•fti • ^ Roof Perimeter (LF) Wall (Gross) Window French Door 1 c Project Title, Sheet 4^ of SQUARE FOOT SUMMARY GROUND LEVEL Plan Front Bock Right Left Skyight Floor (Veiling Roof Perimeter (LF) Woll (Gross) Window French Door FIRST FLOOR Plan Front FL Back hy Right /V Left Skyight Floor Ceiling Roof Perimeter (LF) Wall (Gross) Window 1^4' French Door ZO SECOND FLOOR Plan Front Bock Right yy Left Skyight Floor Ceiling Roof Perimeter (LF) Wall (Gross) Window ij>C-° French Door ( Project Title _ Sheet .A!— of ) / n 1-1*^ Hi -c-SQUARE FOOT SUMMARY / l^o GROUND LEVEL Plon Front Bock Right Left Skyight Floor Ceiling Roof Perimeter (LF) Wall (Gross) Window French Door FIRST FLOOR Plan Front A' Bock Right Left Skyight Roor Ceiling Roof Perimeter (LF) Woll (Gross) Window French Door • SECOND FLOOR Plon Front y\/ Bock Right Left Skyight Floor Ceiling Roof Perimeter (LF) - Wall (Gross) Window French Door 1 Project Title. Sheet 4Z~ of THERMAL MASS SQUARE FOOT SUMMARY GROUND LEVEL Sab on Grade (Covered) Sab on Grade (Exposed) THe Fir/Counter on Plywood FIRST FLOOR Sfa6 on G^ode (Covered) Sab on Grade (Exposed) Tile Fir/Counter on Plywood J^iT /i^i.u to 'SnTi^-iic^ SECOND FLOOR Sfa6 on Anode (Covered) Sab on Grade (Exposed) We Fir/Counter on Plywood 9 ( Project Title. 7r Sheet ^ 3 of THERMAL MASS SQUARE FOOT SUMMARY GROUND LEVEL Slob on Grode (Covered) Slab on Grode (Exposed) TSe Fir/Counter on Plywood FIRST FLOOR Sab on Grade (Covered) Sab on Grade (Exposed) We Fir/Counter on Plywood i^-yvrizV A^Z>A- y'S^y 7 /<==^ — ^t£i± CW/r- /( SECOND FLOOR Sob on Grode (Covered) Sab on Grade (Exposed) We Fir/Counter on Plywood c Project Title. Sheet of ) THERMAL MASS SQUARE FOOT SUMMARY GROUND LEVEL Sfab on Grode (Covered) Sab on Grade (Exposed) We Fir/Counter on Plywood FIRST FLOOR Slob on Grode (Covered) Sab on Grode (Exposed) We Fir/Counter on Plywood SECOND FLOOR S/ab on Grode (Covered) Sab on Grade (Exposed) We Fir/Counter on Plywood ZZ ( Project Title. Sheet of ) THERMAL MASS SQUARE FOOT SUMMARY GROUND LEVEL Slab on Grode (Covered) Slob on Grade (Exposed) We Fir/Counter on Plywood • FIRST FLOOR Sab on Grade (Covered) Sab on Grade (Exposed) 77/e Fir/Counter on Plywood y?/rzV ^'C^ /^o rz>^ V.y-/ T7 SECOND FLOOR Sab on Grade (Covered) Sfob on Grade (Exposed) We Fir/Counter on Plywood /Z c f*roject Title. Sheet ,1^^ of ) THERMAL MASS SQUARE FOOT SUMMARY GROUND LEVEL S/flb on Grode (Covered) Sfob on Grode (Exposed) We Fir/Counter on Plywood FIRST FLOOR Slob on Grode (Covered) Sab on Grade (Exposed) We Fir/Counter on Plywood £y/7^y SECOND FLOOR 5/ab on Grode (Covered) Sab on Grade (Exposed) We Fir/Counter on Plywood A/>& 7y/a> 7C5 Citv of Carlsbad Ejyt yil|l|yiiiii|i|||[MyBiujM^ Community Developme^nt July 16, 1991 Peter McWilliams United Properties 1925 Palomar Oaks Way 203 Carlsbad, Ca 92008 2301 ALTISMA WAY CONDOMINIUMS 5-3 unit bldgs, 4-4 unit bldgs Your project consists of multi-family dwellings on Lot 1 of Condo Map 85-28. The buildings are an Rl occupancy. I am sorry you were told that no Certificates of Occupancy would be issued. The information is incorrect. A Certificate of Occupancy should be issued for each building. The Uniform Building Code exempts only those dwellings that are an R3 occupancy, (one and two imit). Enclosed are nine Certificates. Please complete them and retum them)to Marge Haig, Permit Clerk, at this address, for processing. CARTER DARNELL, PLANCHECK COORDINATOR c: Pat Kelley Marge Haig Doris Cosman Kathi Henderson 2075 Las Palmas Drive• Carisbad, California 92009-4869• (61 9) 438-1161 July 17, 1991 Marge Building Dept. Dear Marge, Please see the attached photocopy of a letter to Don Fallon. He is the builder of the townhome project at the corner of Altisma and Caringa. The buildings there will be finaled without the necessary backflow assembly. This is being allowed because the regulations concerning backflow assemblies have been changed since his plans were approved. Before his bond is released, please check with us to make sure that the backflow assemblies are installed. If you have any questions, please give me a call at ext. 4117. Thank you, Pam DeFlon Backflow Technician r City of Carlsbad utilities & Maintenance Department July 17, 1991 Don Fallon Fallon Construction RE: BACKFLOW ASSEMBLIES Dear Don, This letter is to advise you that, in accordance with State of California Administrative Code, Title 17, Section 7584 and Carlsbad Municipal Code, Title 14, Chapter 14.12 you must install an approved air gap separation or an approved Reduced Pressure Principle Backflow Device on 2301, 2309, 2317, 2325, and 2333 Altisma Way and 2302, 2320, 2310, and 2328 Caringa Way. The City of Carlsbad as a water purveyor under these regulations has the primary responsibility to protect the public water system from the backflow of hazardous substances which would endanger the public health and safety or physically damage the public water system. Attached is a list of Reduced Pressure Principle Backflow Prevention Devices that are approved by the Foundation for Cross Connection Control Research of the University of Southern California. Only these devices have been approved for use on City of Carlsbad water service connections where so specified. Thirty days from the date of this notice will be given to complete all corrective actions required including the installation of backflow devices. Failure to comply with these regulations will lead to disconnection of water service and your Bond of Completion will not be released. If you have any questions, or would like additional information, please contact this office at (619)438-0218 and a Cross Connection Control Specialist will assist you. CHARLES RUSSELL Meter Shop Supervisor CWR/pd 2075 Las Palmas Drive • Carlsbad, California 92009-1519 • (619) 438-7753 LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Ov/ne;"'.s Name Mailing Address M.C. & D Capital Corporation Phone Nc. ^ Service Address: Tract Description: int ?4n 7^^ !a r.n<;ta Vallev #5 Assessor's Parcel No. ^ /.^-.s. t/n - / x v- / 3 ^Type of Building condos No. Units Uteral Size: 4" _ 6" _ 8" Extra Footage: Q $ Saddle Easement Connee Extra Depth: 0 $ _ SEWER PERMIT ISSUED UPON RECEIPT OF BUILDING PERMIT. BUILDING PERMIT MUST BE Connection Fee $ 25,200.00 t-or/pre-pd 9.600.00 16.800.00 Amount Rec'd $ ip snn nn Ck. Mo/Cash Date 9/26/79 Rec'd By S. Williamsori I6l/?h^ 'j^/CiHS Lateral Fee .OVERPAID: $1,200.00 Prorated Sewer Service Fee Total $ 26.400.00 The :>pplication must be signed by the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where, the service lateral is connected to the applicant's building sewer. The.applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT, THE APPLICANT, OR HIS AUTHORIZED'REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERYICE LATERAL Ok CCLLEC^ ' TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE. CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. ' ' The prorated sewer service fee is based upon the date the District estimates that service will hegin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually cormiences on a different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll in thf. same manner as property taxes. The undersigned hereby agrees that the above to the conditions as stated. information^given is correct. orrect. and agrees.- . Owaer's Signature Date IP' -•V 7-' Accouni No, / s/ JJ197 ?Pl;^nF.rl.^lVTOy'^l>>j^";'jvw•'^''*n•*''^*w^^;.^^»«'^^^w CITYOFCARLSBAD 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 438^6621 3901 03/08/90 Jp^Ol 01 0|^^^g^^^ 3901 03/08/90 0001 01 01 A\ . Act880 9610.00 (Lr\ n .i/ ri ]MA^^ a J O.^, C (g t. REC'D FROM. 1^ ACCOUNT NO. C)Ol''P/0^C0C0-'VS3/ DESCRIPTION 33CyS/ChI9-ai/-^7i/0 y^rLjQA^iyi?'-y?lJ yf"y)7V^./2/€iyy7rO P<^<. i JJ ^•^^)^' A^taU<. AMOUNT /^7^S Z.3J70 CC ^1.3 ly ^^0- ^/9-^^.3-^^' RECEIPT NO. 97011 TOTAL • SENT BY:PI ; 3- 8-90 9:32fiM ; 24069^ ;« 2 LA COSTA VALLEY TERRACE FEES QRADINQ PC 001-810-0000-8831 •^''i'iM'' '"^^¥l\";i\f)f^'':''f('^M^- '•- '• •• ••'i' $1,778,00 $1,725.00 ''r'ry^''^''-{\pi^^^^^ IMPROVEMENT PC 001-810-0000-0831 $2,078,06 ($3,176.95) IMPROVEMENT ,IN9P 001-«10-0600^832 $5,676.85 $5,676.85 PARK-IN-LIEU 330-810-18-24-8740 $20,305.00 $20,305.00 OyPUCATETRAONO 001-810-0000-883? $100.00 $100.00 STREET SIQN DEPOSIT 001-810-0000-8873 $800,00 $800.00 RNAU}\^ArFSfi " , 00l-eiO*.O0OO-S854 , • •••;$a;6l3:66'; : V'12,33$.i:0'.. $13,144.00 I.BRIDQE a» THOROUGHFARE 380-810-0000-8740 $13,144.00 : V'12,33$.i:0'.. $13,144.00 TRAFFIC IMPACT 312-810-0000-8740 :$16,6i;6.ti0 $16,616.00 .GROWTH MQMT 880-619-©3-06-0000 $9,610.00 $9,610.00 TOTAL $73,083.60 i;''':>s&7mA CREDITS IMPJ>CpEP08jX^ $5,255,00 Flf^L MAP DEPM " $176.56 TOTAL $5,480.60 s:R«0JN9eiR wp^iD mm •m :';• • •'• ;•,$465.00 Ui/f ^^^^ eg ^o-ll^ CZl (U,^Jios\ 7 ti/£e\> /f 0__ ii'h ^:y^c^^ ~ jj^^c"$;o^ -T IVj-<L^a. /'t', a om ppiicant IM8VIXWIKIBW18 rem UPP J-. INOUSTBWHHaiEAPP SCHOOL , COFO , PUNNING ENGRGCORRGCimi , BUSMESSUC8W WOQMP PERMirSISMED em APPROVALS Oate 09-19-2014 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92 008 Building Permit Permit No:PCR90099 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: OccGroup: 2301 ALTISMA WY CBAD PCR Sub Type Lot # $0.00 Const Type Reference # Project Title: 1 HR/ROOF FRMG/TRUSS JOIST RELEASE PER MARTY NEW CT85-28 Status: ISSUED Applied: 09/06/1990 JPY 09/24/1990 Entered By: Appr/Issued: Inspect Area: Applicant: FALLON, DON Owner: U.P. DEVELOPMENT CORP 2235 ENCINITAS BL. #215 ENCINITAS, CA 92024 436-8700 Total Fees: $0 . 00 $3 68.0 0 Payments To Date: $368 . 00 Balance Due: Description Plan Check Revision Fee Fee 368 . 00 Inspector: FINAL APPROVAL Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the Imposition" of fees, dedications, resen/ations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing In accordance with Carlsbad IVIunicipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously othenwise expired. PERMIT Ay>PLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (6i9) 438-1161 'V 1. PERMIT TYPE A - •COMMERCIAL ONEW •TENANT IMPROVEMENT B - • INDUSTRIAL GNEU •TENANT IMPROVEMENT c - QRESIDENTIAL QAPARTMENT •CONDO QSINGLE FAMILY DUELLING •ADDITION/ALTERATION • DUPLEX •DEMOLITION •RELOCATION •MOBILE HOME •ELECTRICAL •PLUMBING • MECHANICAL GPOOL •SPA •RETAINING UALL •SOLAR •OTHER. 2. PROJECT INFORMATION PLAN CHECK NO. C.^9t>-//y P^y]/^ FOR OFFICE USE ONLY ft..ooc !r ' '. yl . T" Building or Suite No. • Address Nearest Cross Streets <^a.YP/ ^MATION syr?YO EST. VAL_ PLAM CK DEPOSIT_ VALID. BY_ DATE ~Y Yy^ LEGAL DESCRIPTION Subdivision Name/Number CHECK BELOU IF SUBMITTB): •? Energy Calcs • 2 Structural Calcs • 2 Soi Is Report •! Addressed Envelope ASSESSOR'S PARCEL CESCRIPTION OF WORK EXISTING USE PROPOSED USE /^%Vi'^/b^ 3<f-^ . 7~?^^^3^,'7~/>/1. ^/'/£^S7~ BLDG. SQ. FTG. # OF STOR RIES CONTACT PERSON NAME ZhYi h'/LL O CITY ADDRESS ZIP COOE p^/^n,rffr ^^4/!^ ^n/ DAY TELEPHONE 4. APPLICANT NAME • CONTRACTOR • AGENT FOR CONTRACTOR •OWNER ADDRESS • AGENT FOR OWNER CITY STATE ZIP COOE DAY TELEPHONE 5. PROPERTY OWNER NAME OWNER ADDRESS • LESSEE •TENANT CITY STATE ZIP COOE DAY TELEPHONE 6. CONTRACTOR NAME ADDRESS CITY STATE LIC. # STATE ZIP COOE LICENSE CLASS DAY TELEPHONE CITY BUSINESS LIC. # SIGNATURE TITLE DATE DESIGNER NAME ADDRESS CITY STATE ZIP COOE DAY TELEPHONE STATE LIC. # 7. WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. 8. OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason: Q I as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon,, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) Licensed pursuant to the Contractor's License Law). Q I am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or Jhat he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031 .5 by any applicant for a permit subjects the appli^nt to ^civil penalty of not more than five hundred dollars [S500)). COMPLETE THIS StcfloN DATE ION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 2553^ of the Presley-Tanner Hazardous Substance Account Act? • YES •NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? • YES DNO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? • YES QNO IF ANY OF THE ANSUERS ARE TES, A FINAL CERTIFICATE OF OCCUPANCY HAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. . CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS 10. APPLICANT'S SIGNATURE I certify that 1 have read the application and state that the above information is correct. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes, I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES UHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is conmenced for a period of 180 days (Section 303(d) Uniform Building Code). I \A/L • OWNER (^CONTRACTOR • BY PHONE APPROVED BY: DATE: WHITE: File YELLOW: Applicant PINK: Finance BUILDING PERMIT 09/06/90 12:06 Page 1 of 1 Job Address: 2301 ALTISMA WY Str: Permit Type: PLAN CHECK REVISION Parcel No: Valuation: 0 Construction Type: NEW Occupancy Group: Class Code: CT85-28 Description: 1 HR/ROOF FRMG/TRUSS JOIST PCR No: PCR90099 Project No: A9000160 Development No: Fl: Ste: Status:'APPROVED Applied: 09/06/90 Apr/Issue: 09/06/90 Validated By: JPY *** Fees Required *** Fees: 368.00 Adj ustments: .00 Total Fees: 368.00 Fee description Fees Collected & Credits *** Total Credits: .00 Total Payments: .00 Balance Due: 368.00 Units Fee/Unit Ext fee Data Plan Check Revision Fee 368.00 368.00 PLICANT__^^ ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: ^e<^ — \~l -^Q nAPPLICAN: CTjJURISDr" JURISDICTION: C 7\ ri\ fj^rVfeVr^^^ (jPLAlTcHECKER —) •* QFILE COPY PLAN CHECK NO: r Cir:. ^\VK(SJt^J^ ^ QUPS • DESIGNER PROJECT ADDRESS; ^3o\ r^\T\^^cK. PROJECT NAME :C>5 ^ 3-k (H")M-L>nTt C,^ ^^^^^ • The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I—I The plans transmitted herewith will substantially comply I I with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. • The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. • The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. • The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. I I The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. j I Esgil staff did advise applicant that the plan check has — been completed. Person contacted: Date contacted: _^ Telephone # REMARKS: -g^iSldn T^^TT,.^ ^ "^-^^ \'-t ^^"^'^ ^ T7L>^g _J5^iiL^Ii_i : . By: "^^^LtA^^ Enclosures: kAnryt. ESGIL CORPORATION • GA DAA DVW QDM ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-I468 DATE: Ypiu^ ^ S\ - ^ O Q^PPEl ^QtTURISDlCTlt JURISDICTION: C\\ o\ CAr\<>\n^A ^PLAN CHECKER ^ ' T QFILE COPY PLAN CHECK NO: _ - (."^ev^ SET: ( X > QU^S PROJECT ADDRESS : ^^/^ ) ^ \T7 ^ . ! DESIGNER PROJECT NAME :^_^) a- 0^ X iCa}^LJ^X Of^T • T->ug-^5'^r4^3_ • The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. • The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. • The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. I 1 The applicant's copy of the check list is enclosed for the '—' jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. I I Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # REMARKS: ^^^;^i^>,TT t^a.r%x^<^- . >crV. / r^,.^ ^>,v,^. j I7u^<: By: '^/kAre. Enclosures; ^ /(One. ESGIL CORPORATION nr!A n A TV TlliU n ft' i4l f^Xrr.^ ^'V^ wCraj d A IxA ffVi-S^ci v^JT7<, IS 51 -^et^^rA-P i?T^ b><_AW.Se>v^ PU.>*. W.t/^ Vr^..*^ o^A^c s>r..^ A\«>C\^.'-\xw<^, OuLc's> ^ p\^v^ s . Date»/-3l^f9 Jurisdiction CArVska^tr^^ Prepared byi VALUATTON AND PLAN CHECK FEE • Bidg. Dept. •"-"^gil PLAN CHECK NO. Ct> ^/)-W^ljt^V'') BUILDING ADDRESS \ H lTT<>/yi^ APPLICANT/CONTACT T^Oy^ (=r/.ll/>>^ BUILDING OCCUPANCY 7?-I / M- i PHONE NO. MS) ^IY'II DESIGNER PHONE — TYPE OF CONSTRUCTION- -jT- I iHZ, CONTRACTOR PHONE BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE u^T\z opr. /<' — . . J Air Conditioning Commercial -@ Residential (a Res. or Comm. Fire St)rinklers 1 @ \ . Total Value Building Permit Fee $_ Plan Check Fee $ Date» ^ ^5U'^0 Jurisdiction (L?>Y VsVotfyA, Prepared byi VALUATTON AND PLAN CHECK FEE Q Bidg. Dept. •—l:sgil PLAN CHECK NO. Ct^^o^ \\^^^^^^ BUILDINC ADDRESS ^^o\ a l'TTs>v>^ APPLICANT/CONTACT Oo^^ Fc.\lov> BUILDING OCCUPANCY 'g-i I M - ) TYPE OF CONSTRUCTION- -IT^ iH^j^/'rUi. PHONE NO. ^3t~ig)( DESIGNER PHONE — CONTRACTOR PHONE BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE 3'/A Vsr5. J J VJ ^ o • • Air Conditioning Commercial Residential Res. or Comm. Fire S-orinklers Total Value Building Permit Fee $_ Plan Check Fee $ COM HENT5: (0 (0 (0 0) a> 0) J: .c .c U CJ CJ CCC IB 10 10 a. a. a. Plan Chec Planner PLANNING CHECKLIST Address 2^0/ (Mtori^ Phone 438-1161 'N: (Name) Type of Project and Use Zone Facilities Manageinent Zone Legend • • Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified • • Environmental Review Required: YES _ NO TYPE DATE OF COMPLETION: ^ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval • • Discretionary Action Required: YES h^NO TYPE DATE: APPROVAL/RESO. NO. PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval • • Coastal: YES NO ^DATE OF APPROVAL Compliance with conditions of approval? If not, state conditions which reqmre action. Conditions of Approval • • Landscape Plan Required: YES NO See attached submittal requirements for landscape plans Site Plan: • •• • •• Provide a fiilly dimensioned site plan drawn to scale. Show: North arrowj^'^roperty lines, easements, existing and proposed structures, sp^s, existing street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade i^acent to building, existing topographical lines, existing and proposed slo^t&..^d driveway. Provide legal de§«igtion of property. Provide assessor's parcel nuinber. Zoning: • •• 1. Setbacks: Front: \Int. Side: Street Side: Rean\^ ^ Reqjiked: ^-^[equired ^^'^ Required Required • •• 2. Lot coverage?'^ Required • •• -^Height: ^"^equired • •• / 4. Parking: Spaces Requirect^ Guest Spaces Required Shown Shown Shown Shown Shown Shown Additional comments and remarks have been made on the building plans. These marked-up plans may be picked up at the Building Department. These marked-up plans must be resubmitted with the revised plans for this project. Have plans been marked up? YES DDD Additional Comments NO OK TO ISSUE DATE ^^^l-i6 c: Data Entry PLNCK.FRM CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: Carlsbad Unified 801 Pine Avenue Carlsbad, CA 92009 (434-0610) Encinitas Union Elementary 189 Union Street Encinitas, CA 92024 (944-4306) San Marcos Unified 270 West San Marcos Blvd. San Marcos, CA 92069 (744-4776) San Dieguito Union High School 710 Encinitas Boulevard Encinitas, CA 92024 (753-6491) APN Project Applicant: ^ '""('V^ ^ Y-o KY Project Address: I ^ Y J-^JC i^u^y RESIDENTIAL: SQ. FT. of living area Number of dwelling units <3 / SQ. FT. of covered area COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared By SQ, FT. of garage area FEE CERTIFICATION . ' p^^^fi^^ (To be completed by the School District) A. 'OO Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September I, 1986. (other school fees paid) Other lesidential Fee Levied: $ based on QG'^O fomm/Indusj based on sq. ft.@ /• T/ sq. ft.(3 Title Date SB 201 fees are capped at $1.58 per square foot for residential, Is 2926 is^capped at $.26 per square foot for commercial/industrial. 0 00 000 0 00 00 7 2 ; 1 uo 1 7 y J 7 0 0 0 • ^> 4 ) 7 i 0 • >; 3 • - 1 4 J 1 ^ 0 • -i- Li > 7 .? 0 • i- 4 3 H 0 • + 0 3 3 () 0 • 7 3 7 40- + 7 5 '10 • + 6 J 0 2 0 • + L) :i 3 5 0 0 • ''•••, 00 0 0 [5 5 } y 'O O ' i>0 3 ii :>0 • 4 3 6 7 0 • 1 • y 8 CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: Carlsbad Unified 801 Pine Avenue Carlsbad, CA 92009 (434-0610) Encinitas Union Elementary 189 Union Street Encinitas, CA 92024 (944-4306) San Marcos Unified 270 West San Marcos Blvd. San Marcos, CA 92069 (744-4776) San Dieguito Union High School 710 Encinitas Boulevard Encinitas, CA 92024 (753-6491) Project Applicant: ,^4^X1, Project Address: ^ O / APN: ^/^- /J? V^/ ^ RESIDENTIAL: SQ. FT. of living area ^Oj[ ^ ^ Number of dwelling units 3/ SQ. FT. of covered area COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA SQ. FT. of garage area Prepared By Date FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Gopernmen^fj ^^!^ iil!?i'3?^H00L DiirRlcT DATE ^/-^y^O Project is subject to an existing fee agreement Project is exempt from Government Code 53080 ' FUND LOCATION f TRACT RECEIPT ^JZ^IYY.^.^ Final Map approval and construction started berore"?epFe'mb'er T,"'^!^ (other school fees paid) Other Residential Fee Levied: $ ^(>^ 3//- VO based on S^j sq. ft.@ _A<£^8_ Comm/Indust Fee Levied: $ based on sq. ft.@ Title AB 2926 and SB 201 fees are capped at $1.58 per square foot for residential. AB 2926 is capped at $.26 per square foot for commercial/industrial. Citv of Carlsbad Community Pevelopment September 7, 1990 Fallon Development 2235 Encinitas Blvd #215 Encinitas, CA 92024 RE: CT 85-28 Permit #901002, 901003, 901005 Additional fees required As explained to you on the telephone, additional fees are required for the above permits. The square feet were calculated in error. I have enclosed copies for you to compare with the original ones issued on 8/2/90. I have also enclosed a form for the school district which will have to be certified before plan check revision #3 can be issued. Your total amount to the city is $7,246. 1 have also enclosed copies of buiiding 8 and 9 which will be Issued when engineering approves them. Please accept my apologies for the error. DORIS COSMAN Building Technician SOT'S Las Palmas Drive Carlsbad, California 92009 • (619) 438-1161 /77.- /c/w^ -^r^T^ ?0 /ooi^' 3f 3^ Assoc