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SFD (0105-172) + PM 2000-36777470 Loma Vista 0105-172 PM 2000-367 J'rhereby affirm under penalty of perjury that I am exempt from the Contractor's License Law.for the following reason: 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 &.Professionals Code). (r) I, as owner of the, property, am exclusively contracting with licensed co tractors'to^construct the project (Sec. 7044, Business & Professionals Code). () I am exempt under Section B&P.C. for this reason Date ' d.:Y w9 3A s Signature of Owner .:x y ( f f ' w...•.r..�bY.L.iIM,.M,:i!^...'.r:. H'rnl...'Yw.s'^nr.n....r --.. _ � WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following 'declarations: () I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ( .) I have and will maintain workers' compensation insurance, as required.by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier & policy no. are: Carrier Policy.No. (This section need not be completed if the permit valuation is for $100.00 or less). ,(<) I certify that in the performance of the work for which this permit is issued, .1shall not employ any person in any manner so as to become subject to the workers' compensation laws of California;-and,agree that if I should become subject to the•workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with thoseprovisions. Date: r � "-J Applicant t ' ,, . 'i!Warning:aFailure-to•secure-Workers-Compensation coverage Is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, inte.rest.and attorney's fees. 'IMPORTANT Application is hereby made to the Director of Building 'and Safety for a permit subject -to the conditions and restrictions set forth on his application. rc s 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance df such permit, or cessation of work for 180 days will subject permit to. cancellation. I certify that I have read this application.and state that the above information is correct. I agree to comply with all City,.and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned property for inspection purposes. Signature..(Owner/Agent) - 'PERMIT#-" . BUILDING PERMIT�2'7 TRACT n t DATE .�.0A 71 . VALUATION .31,429,60 LOT 137139 ADDRESS '77'-47 5 LO:?�M1�i VISTA JOB SITE V ti APN OWNER CONTRACTOR / DESIGNER / EN INFER 01TIGHWAY 1114178 CA 922.3 ✓ 1. R USE OF PERMIT MOLE11,.�yrS bY{I ,Y'a ' � • .' 3?0 p� t•� ��••�t,, [ yy 1t� I� q z�g e q yp 7s9 1 7,+rp �p ry�.�� 1,2 p lrkq A l tnt� •' fd`.�'�+:1'sl &35 6RG:t CJ' 63.7.r. S-FRMI i DO, ES 4�.I Y.itl •�io1 .lJ.F, . OW4K WAUA PC.>►OWPA OR DRIVEWAY APPROA.P 7•X 009TONIM1100TRUCf ION 6,39,3.00 9F PORMP.ATIO MAID Sig AAGEICAMRT ?S671'.09 �;.v ' r . unw",�." 'rD COS' 01. commarmoN f'01NOTRUCTION ME 101 -000.419-000 A113.50 KAM CIREC.3C FIELF 11,739.-A MEXC'i^tA:NICAL IYEE -00.0,421 .?iii •� �3? Fi. 9f! 'lt",v.,K- :RICIAL.VER 000 ,i!'#��?iCir°i(5ik�,L�IB7 3 t)IwC9CJ^,� aCt�J $53.74 ORATING ME i Cpl. _(X)0_423..000 OXV" PER IMPACT Ffafi< ART 1'M PWAU? P;t.KP,GES - IMS -It 9.30.000-445-GAfl 1501!'CAAL L014 TA i'"i3 014 A?,90 P>t. AI.I.- C .0. L✓"S M^P8'tUD:CCMS T MAL 113.1311M' FFM 5 1) M_r NOW OC I if�l►, r; , - ; j CaYt(C� - ECEIPT (tr�l'c�Mz�'i� DATE- d M `� BY , ' DATE FIN EDS/ /(� INSP TOR W OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs_ - -� _ Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Roof Deck [,� I� 0 L o�� Combustion Air Exhaust Fans Wrap _ �Z_ F.A.U. Flamingrr _ IZ, a Compressor Insulation _ �_� -- U Z Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath. Final Final / POOLS - SPAS BLOCKWALL APPROVALS Steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lin es Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral ` n �y /'/�t+/ <`� Pool Cover Sewer Connection Encapsulation Gas Piping - Gas Test `-4-7 Appliances ` / Final COMMENTS: �e�Clin r Final Utility Notice (Gas) /Ze,L S ELECTRICAL APPROVALS _ G�-- ��/��c.- ! 3 G•Z !� Temp. Power Pole �'rl��l�'✓ �'f~� 6~�7�� Underground Conduit Rough Wiring �i�L7 �XejlGjL�J� �- ate -o c lL� Low Voltage Wiring D<f,✓�i�xsu c. �rAt 7 to .oz �6z— Fixtures Main Service Sub Panels Exterior Receptacles G. F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) y Notice: Document Cannot Be Duplicated Date 10/10/01 No. 22571 Desert Sands Unified School District 47-950 Dune Palms Road La Quinta, CA' 92253 760-771-8515 CERTIFICATE OF COMPLIANCE APN # 650-220-030 Jurisdiction La Quinta owner NameJulian & Anna Baden Permit #0105-172 No. 77-470 street Loma Vista Log # , City . La Quinta zip 92253 Study Area Tract # 25237 Lot # 37, 39 Square Footage 6393 Type of Development Single Family Residence No. of Units 1 Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of 2.05 X 6,393 or $ 13,105.65 the property listed above and that building,; permits and/or Certificates of Occupancy for this square footage in this proposed project may now be iss edi r Fees Paid By CC / Wells Fargo Bank - Julian Baden Telepholne« 760 767 1-4427 c Name on the check By Dr. Doris Wilson Superintendent Fee collected /exempted by Annette Barlow Payment Received $13,105.65 fd ,CheckNo. 7377003266 Signature v " VOTICE: Pursuant of Assembly Bill 3081 (CHAP 549; STATS. 1996) this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified - rbove will begin to run from the date on which the building or installation permit for this project is sssued or on which they are paid to the District(s) or to another public entity authorized to ;ollect them on the District('s)(s) behalf, whichever is earlier. Collector: Attach a copy of county or city plan check application form to district copy for all waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt •. Copy - Accounting a t,�w � 1 z s P.O. Box 1504 78-495 CALLS. TAMPICO (760) 777-7000 �MOFnLA QUIN'FA, CALIFORNIA 92253 (TDD) (7 60) 777-1227 February 11, 2000 J_uLi.an�F. Baden 14 A 7~T O: 37 78670 Highway 11 1 #178 La-euinta C—A-92253 / Cc�wr•9 r%s�rA SUBJECT: PARCEL, MERGER-2000-367; APN's 658-220-011, 012 , Dear Mr. Baden: The Community Development Department has reviewed the .above referenced application; and provides this letter to advise you of its approval. Enclosed is an approved copy and original draft grant deed form (to be notarized/recorded), along with approved Exhibits A and Site Plan. These items must be filed for recordation by Riverside-County, along with a copy of your existing deed to the property. A copy of the revised, recorded grant deed must be, submitted to the Community Development Department along with any future permit application(s). Please be.aware that, as the property owner, it is your responsibility to record these documents. The City cannot file them for recordation.on your behalf as we do not have any ownership interest in the property: The Riverside •County Recorder's office can be reached at 909-486-7000. Enclosed is a letter'to the County Recorder verifying approval of the merger by the City, and requesting its recordation. There are utility agencies which may have easements. affected by this approval. The City has. approved this-merger based on zoning compliance and correctness of 'the' property descriptions. Any potential conflicts with recorded utility easements should be investigated. prior to any constructiori. By execution of this approval, the applicant agrees to indemnify, defend, and hold harmless the City of La,Quinta from any legal claim or litigation arising out of the City's approval of this parcel merger. If you have any questions, please contact me at 760-777-7069.. Very truly yours, ,.. JERRY HERMAN COMMUNITY DEVELOPMENT DIRECTOR Wallace Nesbit Associate Planner WN/wn encl. c: Greg Butler, Building & Safety Department File; Parcel. Merger 2000-367 C:\Wrkgrp\Letters\mgr00367.wp4 taCn C ur, unnu..r.L 11, L.11uLe ,.,,we 31O T Existing. Parcels Record Owners Assessor Parcel Numbers Julian F: Baden and Anna Maria Baden 65P 220-��1 Julian F. Baden and Anna Maria Baden 6 4 -?an -012 Legal Description of Merged Parcel Lots 37 and ' 39. of Tract No. 2w523 in the City of La ' Quinta, County of Riverside, State of California; as�per map recorded in b k • 228; pages,95 through 99 in of maps; records of Riverside County, -*California, more particularly described in s legal description attached. APPROVED BY COMMUNITY DEVELOPMENT'DEP BY �. /"'Z'.l� > DATE EXHIBIT • CASE N0: 2000EXHIBIT "A'�iM � The land referred to is situated in the State of California, County of Ri-erside,, City of La.Quinia,'and is'•described as followss PARCEL 1: 37 and 39 Lots`.'/ of Tract No. 25237,': in)tl a City of La Quinta, County .of Riverside, State of Califor_nia,;,.asper map recorded in Book 228, Pages) 95 through 99 inclusive of Mapa, in the Office.of•the'County Reccrder of said County. Excepting therefrom the follow.in;s A. All previously -unreserved oil rights, mineral -rights, natural gas rights•and .", rights to all -other hydrocarbons by':whatever name known, to all geothermal heat and. to all.products derived from any of the foregoing (collectively, "subsurface resources"); and B. The perpetual right;,to'drill, mine, explore and operate for and to -produce, store and remove.any�of``the subsurface resources on or from said lot, including the right.. •to whipstock or directionally,drill.and.mine.from lands other than said lot, wells, tunnels and shafts into, through or across the subsurface of said lot,'and to.bottom`. such.whipstocked or directionally drilled wells, tunnels and shafts within or beyond'.: the exterior limits of said -lot, and to redrill, retunnel, equip, ma intain,.repair, deepen and. -operate any-such•wells or mines, but without the right to drill, mine, explore, operate,`produclay..store or remove.any of the subsurface resources through or in the �urface .or. the -upper, five hundred feet (500.00') feet of the subsurface of said lot, by Deed recorded -May -.11, 1992 as Instrument No. 167581, Official Records. PARCEL. 2,: A nonexclusive easement.f:or..ingress, egress, over the common area, as described in the Declaration of Covenants, Conditions. and Restrictions, and Reservation of Easements -recorded March i2,'1991 as Instrument No. 82168, Official Records. PARCEL 3s. A nonexclusive easement.,for'access, ingress and egress for pedestrian. and vehicular purposes over'.those private;;streets described'as the "Pud Roads" and."Venture . Property Roads", as described in that certain,Use Agreement and Grant of Non -Exclusive Easements recorded on'February 25, 1987 as Instrument,No. 5233.9, in Official Records of.Riverside'•County,,Califorinia ("Use Agreement"). Order No. ` • Escrow No. Loan No. WHEN RECORDED. MAIL TO: • JUL, AN.F. BADEN AND ANNA mARIA BADEN, TRUSTEES 78670 Highway 111, 0178 La Quinta, Ca. 92253 APPROVED BY COMMUNITY DEVELOPMENT DEPT BY rv'✓£s3/f DATE EXHIBIT CASE NO. . �POhv ✓� o��y /t3 7� �� NO CONSIDERATI(XV SPACE ABOVE THIS UNE FOR RECORDER'S USE DOCUMENTARY TRANSFER TAX$.................:......................I............ ...... Computed on the consideration. or value of property conveyed; OR ...... Computed on the consideration or value less liens or encumbrances remaining at time of sale. Signature of Declarant or Agent determining tax — Firm Name Parcel # 6,587.U0-01.1. abd !658-220-.012 GRANT DEED TRA#02000s FOR A VALUABLE CONSIDERATION, receipt of. which is hereby acknowledged, JULIAN F. BADEIT'AND ANNA MARIA BADEN, TRUSTEES OF THE JULIAN F. BADEN AND. ANNA MARIA. BADEN REVOCABLE TRUST DATED DBCWMER 23, 1999 hereby GRANT(S) to JULIAN P. BADEN AND ANNA !MARIA BADEN, TRUSTEES OF THE JULIAN F. BADEN AND ANNA MARIA BADEN REVOCABLE TRUST DATED DECEMBER 23, 1999 the real propeity in the City of La Quinta • County of Riverside. , State of California, described as Legal Description attached'hereto THIS DEED REFLECTS PARCEL MERGER'NO. �� . (P AS APPROVED BY THE CITY OF LA OUINTA r Dated December •30, 1999 STATE OF CALIFORNIA }ss. COUNTY OF Riverside_j On 12130199 before me, .Peggy Baumgardner personally appeared Julian `F. Baden and Anna Maria Baden , personally known to. me Fne-e s-vf'3^�il5faatory evidence) to be the person(s) whose name(s) i are ubscribed to the within instruMentAW acknowledged to me that he/she ev executed the.same ' in his/h heir uthorized capacity(ies), and thai6y his/he eir igna- ture(s) on a inst ent the person(s) or the entity upon behalf of which the persons) pa, executed the instrument. WITNESS yand officialal. Signature Pe aingardner MAIL TAX STATEMENTS TO: Julian F. Baden/Trustee LB,D lJw �. ZC'i Anna,Maria Baden, Trustbe Nees -10* s" «soo agPEGGY BAUMGARDNEyCOMM. #1112237oNOTARY PUBLIC - CALIFORNIA y�o� RIVERSIDE COUNTY MY Comm. Exp. Nov. e, 2010� �o+e+�o�oe�«HseHo�oeN (This area for official notarial seal) 1002 (1/94) i V., . jr,; -. jc 3 a� N 4479*00* W p fn?S77NG 8 8.30 EXST. cm G t G A . . . , ..' 41 SLAB A G 4t 4f ;J878WO. COPYRIGHT 1999 A W' VA T. T BSL p 0 0 L p v 6 Q -TG I'll ----------- Pt _4V VARIES 51.0 X RETMING WALL PD? ARCH PLANS 59.50 IW XG SIV13 -4 LA WN N0110(llAlSNO0 BOA Efg 41 , - I- VARIES 44 L A WN SCALE 1`40' 5 U'l 'l- I C13AOHddV 14, — t .1 "LJ A T I MY] ADAVS VDNici 52 4_�) 0 �dlo 4' WDE CONC PA 7H vi -Nino -Nn i A -o '�;4_r 44, z lin. `4 R LAKE 51.50 06 PG? ARCH PLANS WAM i% A IV F. N 'W� R LOT J5 WINF 6W_Tj_0N C—C Ng TRA C T NO, 252P .2 6 VACANT '141 1075 A A gm M".. 4 jjiO FOUNDU ARCH. VS j7q EYIS PNG RE, =55. O. -P. E FF .0 p/ m Dr CONC WALL &.7 cm c\2 EX CONC'.W POOL 55.9V 06 _\(5164 F� NEW ;1Z 4 "Z Ex x GRADE v; 4 -y- A(l L.2-* co 10 T T, —B 0—MON B_ N TS CIO 00 ee. -y 411b FT4 - r r1k cr3 9 4 Y :ZK Li .3 -A 4 _D a cz RETAIMING HAU P& ACH PLANS lu NP, 4 WDE WAI-1- M �U_4- ()WO7ECT) -4 .—rlsj rd 4, 114 6 A. 54.5;t-) It MUE f4VlVf.# rA (fl i% Z31 LAKE 51.50 OS P& ARal PLANS C9�T 7- 41 s=aoi Low 9M2LI-0A... A — A NTS ID all C -4-A-V R75) — — — — j6— ;o L A WN -'14. 7 1 Qj pp-: 1A) CERTIFICATiDN 13Y A LICENSED UNAUTHOBMED CHANGES &USES ESS OR ENGINEER IS SURVEY0,1 GRAPHIC SCAM REQUIRED PRIOR TO CAURON: 7HE EJVGINEER PREPARING 7HESE PLANS NU NOT BE RESPONSIBLE 0 a ia 20 40 FOUNDAT16NI INSPFCTION FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO Of? USES OF iHESE PLANS. ALL I I i C0 rm CHANGES 70 THE PLANS MUST"BE IN MR177NG AND MUST BE APkOVb 6Y THE NO. 44180 PREPARER OF THESE PLANS. IN FEET EV. 6/30/05 M .j (L I inch 10 fL Clvl%- NOTICE TO COMRACTOR z -Under round Service- Alert CAL% 9 ORE CON57RUCRON CONMACTOR AGREES THAT IN ACCORDANCE WTHI GENERALLY ACCEPTED CONS7RUC71ON y�q PRECISE GRADING'PLAN C= PRAC710ES, C0NS7RUC710N . CON77?ACTOR W!LL BE REQUlRED TO ASS(UME SOLE AND COMPLETE RESPONSIBIUTY FOR t-% �i I I Tn. I .17D r7 r' T A� rP TZIP Pr'PV n V jr A TTT h7M A JOB SITE COND17IONS DURING THE. COURSE OF CON57RUC770N OF., THE PROJECT, INaUDING SAFETY OF ALL PERSONS ao AND PROPERTY: THAT 7HIS REQUIREMElff SHALL BE MADE TO APPLY CON71NOUSLY AND NOT BE LNITED TO 7rr 11 PREPARED UNDER 7HE D�ECT SUPERVISON OF Co. 1-80 0 NORMAL WORKING HOURS� MD -CONSIRUCRON C09MACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD APPROVED. DESIGN PROFESSONAL HARMLESS FROM ANY AND ALL LIABILITY,'REAL OR ALLEGED, IN COIVNEC77ON NTH THE /fd� 8/06/01 Uj 227-2600 PERFORMWCE OF WORK ON THIS PROJECT, EXCEP77NG LIABILITY ARISNG FROU THE SOT NEGUGSCE OF DES!GN KURT M. SAXON PLME. 44180 PROffSSIONAL. pp. 6/30/0; 9L TWO WORKIV4 -.nAYS BEFORE YOU DIG REVISIONS APPROVED DATE -UffNjGjV,6jj/VRAFTR.D PHIDF CHOC"D KAfS DA TE' 8106101 SCALE JAOB NO. 1800-204 Pip NO .2374-12 SHEET No. G21 z .j (L I inch 10 fL Clvl%- NOTICE TO COMRACTOR z -Under round Service- Alert CAL% 9 ORE CON57RUCRON CONMACTOR AGREES THAT IN ACCORDANCE WTHI GENERALLY ACCEPTED CONS7RUC71ON y�q PRECISE GRADING'PLAN C= PRAC710ES, C0NS7RUC710N . CON77?ACTOR W!LL BE REQUlRED TO ASS(UME SOLE AND COMPLETE RESPONSIBIUTY FOR t-% �i I I Tn. I .17D r7 r' T A� rP TZIP Pr'PV n V jr A TTT h7M A JOB SITE COND17IONS DURING THE. COURSE OF CON57RUC770N OF., THE PROJECT, INaUDING SAFETY OF ALL PERSONS ao AND PROPERTY: THAT 7HIS REQUIREMElff SHALL BE MADE TO APPLY CON71NOUSLY AND NOT BE LNITED TO 7rr 11 PREPARED UNDER 7HE D�ECT SUPERVISON OF Co. 1-80 0 NORMAL WORKING HOURS� MD -CONSIRUCRON C09MACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD APPROVED. DESIGN PROFESSONAL HARMLESS FROM ANY AND ALL LIABILITY,'REAL OR ALLEGED, IN COIVNEC77ON NTH THE /fd� 8/06/01 Uj 227-2600 PERFORMWCE OF WORK ON THIS PROJECT, EXCEP77NG LIABILITY ARISNG FROU THE SOT NEGUGSCE OF DES!GN KURT M. SAXON PLME. 44180 PROffSSIONAL. pp. 6/30/0; 9L TWO WORKIV4 -.nAYS BEFORE YOU DIG REVISIONS APPROVED DATE -UffNjGjV,6jj/VRAFTR.D PHIDF CHOC"D KAfS DA TE' 8106101 SCALE JAOB NO. 1800-204 Pip NO .2374-12 SHEET No. G21 J, Rigsect sort nae><neni October 15, 2001 Mr. & Mrs. Jay Baden 78=67� Highway 111, 9178 La Quinta, CA 92253 Re --Lots 937177-470 Loma Vista Enclave Mountain Estates H.O.A. Dear -Mr. & Mrs. Baden,. - The Enclave Mountain Estates .Architectural Review Committee and the Board of Directors has reviewed your October 4;-20171 submittal"offdrawingsand•}has--approved the grading.and.drainage.plans as submitted. .Fox your convenience a copy of the "In Progress Building Review Inspection Form" is enclosed to Help streauJine your four — (4) onsite' inspections needed during the building. process. Thank you for your coopers.tion-and-patience-during the:review process... Good luck with the construction of your,new home. Sincerely,. Caro l Calhoun, Property Manager For the ArchitecturakRj�view Committee and The Board of Directors Enclave -Mountain Estates-H.G.A_ - 1 PmfessionaLCommunitg.Managemmt/.Desert Resort Management lice Post OiBox 4772 - Palm Desert, CA 92261-4772 .73-550Alessandro,Suitt.5 * Palm Dessal,Cal4 fornix - (76W46 -1161 -FAX (760) 346-9919 ' � t o Requested By . •Escrovv, No. Record �flg Q Loan No. First American Title Company WHEN RECORDED MAIL TO: JULIAN; F. BADEN AND. ANNA MARIA BADEN, TRUSTEES 78670 Highway 111, #178 La Quinta, Ca. 92253 DOCUMENTARY TRANSFER TAX $ ..............•NO CONSIDERATIO. ,...,................. ...... Computed on the consideration or value of property conveyed; OR ...... Computed on the consideration or value less liens or encumbrances remaining at time of sale. DOC 83 2000-088997 03/10/2000.08:00A Fee:35.00 Page 1 of 4 Recorded 1n Official Records County of Riverside. Gary L. Orso Assessor, County Clerk 8 Recorder ` I � I II I I II II II III II M s U PAGE SIZE DA PCOR NOCOR SMF MISC. V A R L COPY I LONG IREFUND NCHG I EXAM or Agent determining tax — Firm Name Parcel # Fi_58-.22:0-01_1 11and GRANT DEED -,658-220J 0.12 TRA#020008 FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, JULIAN F. BADEN AND ANNA MARIA BADEN, TRUSTEES OF THE JULIAN F. BADEN AND ANNA MARIA BADEN REVOCABLE TRUST DATED DECEMBER 23, 1999 hereby GRANT(S)to JULIAN F. BADEN AND ANNA MARIA BADEN, TRUSTEES OF THE JULIAN F. BADEN .AND ANNA MARIA BADEN REVOCABLE TRUST DATED�DECEMBER 23, 1999 the real property in the City of La Quinta County of Riverside , State of California, described as Legal Description attached hereto THIS DEED REFLECTS PARCEL MERGER NO. CITY OF LA QUINTA Dated December 30, 1999 ZtOO _-7 (--+ AS APPROVED BY THE } STATE OF CALIFORNIA )ss. COUNTY OF Riverside } On 12/30/99 before me, Peggy Baumgardner personally appeared Julian F.Baden and Anna Maria Baden personally known to me s-o1`>;fitts =tory evidence) to be the person(s) whose name(s) i are ubscribed to the within instrument acknowledged to me that he/she/1�ev7 executed the same in his/h heir uthorized capacity(ies), and tha y his/he air Igna- ture(s) on�ie Inst int the person(s) or the entity upon behalf the person(s) a d, executed the instrument. WITNESS y a and official al. Signature Pe!fgtf JOumgardner MAIL TAX STATEMENTS TO: Julian F. Baden, Trustee "'UUAA4Cpt9 Uw 2,�'� Anna Maria Baden, TrustLae PEGGY BAUMGARDNE • COMM. #1112237 r NOTARY PUBLIC - CALIFORNIA •• RIVERSIDE COUNTY t0 My Comm. Exp. Nov. 8, 2000 First wericar Tjtle Company has recorded this' instrument by request as an •accom- modation only and has not examined it for regularity and sufficiency or as to its effect upon the title to any real property that Wray Ifo described herein, (This area for official notarial seal) . _ zb -cz36 /do 1002(1/94) EXHIBIT "A"/MGR 2000-367 PARCEL 1: LOTS 37 -AND 39 OF TRACT NO.. 252.37, IN THE CITY�.OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS PER MAP RECORDED -IN BOOK 228 PAGES 95 THROUGH 99 INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY; EXCEPTING THEREFROM THE.FOLLOWING: A. ALL.. PREVIOUSLY .UNRESERVED -OIL. -RIGHTS:,. MINERAL RIGHTS, NATURAL GAS RIGHTS-AND.�RIGHTS TO ALL -OTHER HYDROCARBONS BY.WHATEVER NAME KNOWN, TO ALL GEOTHERMAL.HEAT AND TO ALL PRODUCTS DERIVED FROM ANY OF THE FOREGOING.(COLLECTIVELY "SUBSURFACE RESOURCES"); AND B. .THE PERPETUAL RIGHT TO DRILL;.MINE, EXPLORE AND OPERATE FOR AND TO PRODUCE, STORE AND REMOVE ANY OF THE SUBSURFACE RESOURCES ON OR FROM SAID LOT, INCLUDING. THE .RIGHT.TO' WHIPSTOCK OR, DIRECTIONALLY DRILL AND MINE FROM LANDS OTHER THAN SAID LOT, WELLS, TUNNELS AND SHAFTS INTO, THROUGH OR ACROSS THE SUBSURFACE OF SAID LOT, AND TO BOTTOM SUCH WHIPSTOCKED OR DIRECTIONALLY DRILLED WELLS,. TUNNELS AND. SHAFTS WITHIN OR BEYOND THE EXTERIOR. LIMITS OF SAID LOT, AND TO, REDRILL, RETUNNEL, EQUIP, MAINTAIN, REPAIR, EXPLORE, OPERATE, PRODUCE., STORE OR REMOVE ANY OF THE SUBSURFACE RESOURCES THROUGH OR IN THE SURFACE OR THE UPPER FIVE HUNDRED FEET (500.00) FEET OF THE SUBSURFACE OF SAID LOT, BY . DEED RECORDED MAY 11; 1992 AS INSTRUDIENT NO. 167581 OF OFFICIAL RECORDS, PARCEL 2: A NONEXCLUSIVE EASEMENT FOR INGRESS, EGRESS, OVER THE COMMON AREA, AS DESCRIBED IN THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS, AND RESERVATION OF EASEMENTS RECORDED MARCH 12, 1991 AS INSTRUMENT NO. 82168 OF OFFICIAL RECORDS.. PARCEL 3: A NONEXCLUSIVE EASEMENT FOR ACCESS, INGRESS AND EGRESS FOR: - PEDESTRIAN AND VEHICULAR .PURPOSES OVER THOSE PRIVATE STREETS DESCRIBED AS THE "PUD ROADS" AND "VENTURE PROPERTY ROADS", AS DESCRIBED IN THAT CERTAIN USE AGREEMENT AND GRANT OF NON-EXCLUSIVE EASEMENTS RECORDED ON FEBRUARY 25, 1987 AS INSTRUMENT NO. 52339, IN OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA ("USE AGREEMENT"). 2088-888997 03/10/2809 08 : 088 i I OWNER/BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "Owner/ Builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the City or County. They are also required by law' to put their license number on all permits for which they apply. i If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection:, If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200.00 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. If you are an employer, you must register with the State and Federal Government as an employer and you are subject to several obligations including State and Federal income tax withholding, federal social security taxes, worker's compensation insurance, disability insurance costs and unemployment compensation contributions. There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. For more specific information about your obligations under Federal Law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Adminstration). For more specific information about your obligations under, Statti Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. 1. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited µ� conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "Owner/ Builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your .community or at 1020 N. Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification form so -that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned: Very truly yours, CITY OF LA QUINTA DEPT. OF BUILDING AND SAFETY_ 78-495 Calle Tampico' La Quinta, CA 92253 (760)777-7012 FAX (760) 777-7011 O ER'S SIGNATURE/DATE 7 " 2 0 Aa iq iN Vis 7-107- PROPERTY `lrPROPERTY ADDRESS c� 10 l7 z PERMIT NUMBER(s) CITY OF QUINTA SUB-CONTRACTOR LIST lJ( i7jof JOB ADDRESS 77- N 7 0 LnmN V sra PERMIT. NUMBER OWNER t 13ap a m »�-yyZ� BUILDER l�ce�r� ~ Only appearing on this list or their employees are authorized to work jjiis form shall be posted on the job with the Building Inspection Card at all times in a conspicuous place. persons to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of work and/or the voidance on this job. Any changes 0 f building,permit. For each applicable trade, all information requested below must be completed P u n• by applicant. On File is not an acceptable response. ............... _<:<Ti3de::l::.Clas§if ication.>!3>.:;::::>::; ........... ................ .........................:::::::.............::::::::::.:..::::..... :;;.;:.;;:;:<.::.:::.:::::<.::.;;:.:•:.:;.;:.;;:;;.: :::::::::.::.>:::.;:.:.;:..;::.;Contractor..::::::::.::.::.::.......... ............... ....::::.:..:....... .::.;.;:.;;:.;;;•::::::.State..Contractor..s: ....... . , Ucense.:::.:::..:...::...:.. ................::.:..::.:.::.:. Corn ::.:. ensatian: nsurance:::::'>:>::>;.,::::>:::�:. ..eu siriess License.;.>`..: . . an Name omxx Cxx Y1 Px Classification - A B C8 e. 1 1 9• Number ' ens eN u c x x xx 1 xx 1 Exp.Date x xx x x x/ / 1 ' r Name Carne Fund, C alCom e. . State F 1 ( 9 P Policy Number at Va ries (Format 1 Exp. Date License Number xx x 1 xx xx 1 1 xx / 1 Exp. Date / / xx 1 " - u � 0 z a 7 os ,G O.L r EARrHw...oRK:;tc-X21>>�:> - J l�ti �� - � I Z GG. � 0 0 L ° S'�T P ..y.� _ - 8 CONCRETE tC 1 - G l D w C L L C0RIC C' `g 3 DDG r- -- ? i 9d► o L "t .V /{. Jti z o [� �- ,T�'' • .. r_ _ - / a A //O H .S %�r7 T�" 2� / p i (% 7 / y--... � ............ STRUCT STEEL (C 5 iP) IV - -1 .. 5 s f/_ C .Iw �J -Z3_ _ �83 b -- -- -7 / �r _ 7 o Z - / /- v 7 S -p / 7 0 Z 10.3 6"101- 29) _ . ,p S/:ONf� - 9�' - -- - -- lig oz MASONRX:IC :.....:..::. - -3 "�8'O� l0 7 OLS `ii`�'��/@�'�/�'~�'„`_`` - _ _ G.;Q.!�/''S"�.�-../�OL / a 3a6 /J2 PLUMBING:;:: �E. 11MK31at /i /I /%s 0ce y -0/ / Z-0 / c3�Sci�i LATAE PLATER (C.351 �(f�/�S 6 2AP%''PIOZS PAF C -1,5 Fi7 R 1,1,30 OL' � dL7 7 3 z4/a2 _ -C-. � e. � � r cv-�/ . !�/ / �l 63 " d � - Q ! I oz- /3 - - ;� ,/ 3��/_. Zl� / �Can� tT1oR-7n.,41 C z d � � 9 !�C o Z s 'o 0 G1 a s - / OL l ,GO la= of • •r ELECTRICAL (C 1,,;,»::,.;:; - ;L�4U,V_ .L r' ;.,c,�GT'�2/ G .� 1 Z 3 � 3/ O L _ Find T �k _ "-U S 52 ` /0/50 OL ROOFING, (C-39! .......... /, US C /JIL L F /� �� Spa✓ S C -3 3 3" (e�a 7. O �' 2 % 3 Z O L Z -- , waL FLOORINr3 {C 151 ./ - /2 • _ - z 3 9 a - _ - - - 4� G 9 - _ _ e, GLAZINGI IC=:771`:.':jk'10 LLE/,o /l.•.Hl2S-CGOTCU.STdw-�1 !s - -- a � - - _ _._ __. _ _� L /U� OL • - AD V/UC _ I Ns TX) L L A TAN C - 2,. � a 11k003 ` �S//f � f 6 �/> - 0 / - L1003 6-7 � STT_ Z5 oz -a SEWA(3E;big P .(C=421;>> /1/ A .S-nC- P/0ynG/49 . :....:...:.::.:.::.::... PAINTING:.IC=3 1: ; v — � n / / - 3 C 3 �� y °f ( �5 3/03 �Si 1�T,E r v /u r� d �O - l0 3� -fl l Y • G 6 z 3 ,3a o CERAMICTILEa - K %`' '-C Sv /oz— cae Ni Ts; Vic.::. ►.:•..:::...:.;:.;.:.: W�Sr OqCo oil 10 o r 7 J-3)'/ L'nip -000 FENCING:IC=13F:',>;:`;' ALSe et/Rs'Oury �- �13T,£. - floc OQ 3 �/ /off � /O 6 LANDSCAPIN(i;IC=271;;::6;;:, �A-L//eW21R_1/,r�OOL� C4 al / 4 POOLIC-531:::'6:::':>`"<°`>:<'.:`: IV / ///�9 o L/ U CITY OF LA QUISUB-CONTRACTOR NTA LIST o JOB ADDRESS 77-X17 0 Loma- V1 7-/t PERMIT NUMBER OWNER = X71 ��`�Zl O l r r7/or 0 This I costed on the lob with the rilrlinn Incnarfinn Card at all fimac i., r BUILDER c a contn�. is— al. . Only persons appearing on this list or their employees are authorized to work on this lob. Any changes to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of buildingpp q g of work and/or th d permit. For each applicable trade, all information requested below must be completed by applicant. "On File* i r e vol Trade Classilication:: ::..;., :.:>:;: tract:;::>;•>;>::;:;::::. :;:::::..;.:.;:::::.....; .....: ,:.::.;::.:.:.;; :;State: Contractor's 1.rcense.:::;::�.; �;:;::.:.:>•.: ,. ,.e s not ac .... ...cep acceptable response. Workers Co .:.:.::..:....:... ......: .::.::.: :::.:::•:.;:: :..: mens � ., ::..::::::. .... ...:.......:. alta n Insurance Cit Busirieas CompanyAName Classification n Ucense . Number Exp. P e Carrier . .. .... Maw.Name e. Policy Numb ( g. A, B, C -I3) (xxxxxx Y er � Exp. Date License 1 (xx/xx/xx) (e. , S Number . Exp. Bets g tate Fund, CalComp) (Format Varies) (xx/xx/xx) (xxxxl EARTHWORK.iC=12 "' /! H (xx/xx/xxl 30 OL s%%7f' P-0/'ip �1 CONCRETE.aC=81.'`?<'`: Tl O WELL LL 37__ 9G 3 / r viva p l �:� I, a 0 0, 301 or - r L STAUCT'STEEL:(C=51) <:: Srq 1,) (rE $ACK 4EGD /�' C -S I g1 3S l �e o+ --- S... 1131 10 ST MASONRY:IC-291::;>:<:: 12/ S70 , ��i P� lY1 C,.a 9 �� i 3�O ' _ - Xs :.. ;.....:::.:.....:,.:.. ;'...:: 1. GL TATS O•/ 773 /i `b0 /6 / 0 Oz 7. PLUMBING.IC=3ti1>:`'`::':>: ? Rc r �, �+ S LATN:PLASTER(C=351`::':`�AC�/�,�/�f.,�:%':'r: r✓_35 Zt; a oZ� /� // _ DRYWALL.(C:-91 » <'':,` . /= C 0/ 121(71 e 1 v[rt ,/ . C - G �4L 2 Ty 7 IS z G /aZ ELECTRICAL`(,C/4U VEL r, (tCir2/ C C') O O Z 3 ROOFINO,C F 3/ OL' �'C EM 7— r, ..:...:...... . -0 A11LAC SHEET.`ME` A'* IC -431..:' 7 .� OL-00RINQ:,IC?15)'BOG? r INSULATION::IC-21;;>>>>.` �}pV IUCI= INST�IL�l�T!:71/ SEWAGE ID.CICI=S1-P3331l C4 PAINTING CERAMIC TILE 1C-64: ) ' `>>::;_C1 Ci/!Aeyrs ce r///4 LNDSCAPING (C-271-:::`.-'.cL(C-63' /irVf/hsO�D�PrSIIOp�/wtRO///1 lifLr/�L-i (C-531::.::: CCL:/ C-34' I/ /4 C c-zg C Z 33(��L4 7 1'- i_ . 4 0 00 3-'8 — 0 66 (L 749 Z /b oL /8 ./U 6 7'4ti / 019 Z FFf r O �/ 99 T l.� 00 floff/Ps-�5 / oz 71010/ 7 31�-�4�1-3 s 7 Z8 oa Gs G/ /O / If 6 It %-03 At G o'!q G /e, F caG OU iJe HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E. Coronado Street, Suite 203., Anaheim, CA. 92807 Phone: (714) 632-1865 - .Fax: (71 4) 63.2-1314 April 1, 2002 City of La Quinta ` Building and Safety Department Project Address: Baden Residence 77-470 Loma Vista La Quinta, CA" Subject: Addundum Truss Layout and Calculations BY: Spates Fabricator, date Feb. 13, 2002 Dear Plan Examiner: Our office reviewed the Roof Truss Layout and Calculation prepared by "Spates Fabricators," and the layout and calculations are insubstantial compliance with structural- design. Do not hesitate to call our office, for questions regarding this. Thank You, HOAK & SHAH ASSOCIATES, Inca QRpFESS%pNq Satish Shah P.E.CJF �+ No. C 056112 Exp. ly I O cl'J CIVIL\Q' ATF OF C AJ0BS\01-26B-1 \TRUSS -2. LTR -CITY OF LA QUIN BUILDING & SAFETY ETTPAA APPROVE® Project Designer: FOR CONSTRUCTION' Ochoa & Associates a�6�. sY ,x: - 73-626 Hwy' 111 DATE Palm Desert, CA 92260 760-773-6605 Report Prepared By: r,� J Gina Rose BREEZE AIR CONDITIONING 75-145 ST. CHARLES PLACE PALM.DESERT, CA 92211 (760) 346-0855 a Job Number: Date: 4/3/02 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report., This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 1998 Building Energy Efficiency Standards. .' This program developed by Gabel Dodd/EnergySoft, LLC (415) 883-5900. l lEnergyPro 2.1 By EnergySoft Job Number: User Number: 3665 TABLE OF CONTENTS Cover Page 1 Table of Contents - 2 Form CF -1 R Certificate of Compliance 3 Form MF -1 R Mandatory Measures Checklist ' 9 Form C -2R Computer Method Summary 10 Form CF -6R Installation Certificate 20 HVAC System Heating and Cooling Loads ds Summary • 27 Room Load Summary 31 Room Heating Peak Loads 35 Room Cooling Peak Loads- .44 • • • Certificate of Compliance: Residential (Part 1 of 2) CF -1 R Al Bad6n Residence 4/3/02 Project Title a e The Enclave Mountains, Lots 37 39 La Quinta vroject Aaaress BREEZE AIR CONDITIONING (760) 346-0855 ocumen a ion Author i a ep one Computer Performance 15 Building ermi Plan Chec ate Field ec a e Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 6,393 ft2 Total Conditioned Slab Area: 6,393 ft2 Building Type: (check one or more) ® Single Family Detached (SFD) ❑ Addition Alone ❑ Single Family Attached (SFA) ❑ Existing Building ❑ Multi -Family ❑ Existing Plus Addition Front Orientation: (South) 180 deg Number of Dwelling Units: 1.00 Number of Stories: 1 BUILDING SHELL INSULATION Floor Construction Type: X❑ Slab Floor Component Type, Frame Type Assembly U -Value R-38 Roof (R.38.2x14.16) Wood 0.028 R-21 Wall (W.21.2x6.16) Wood 0.059 Slab On Grade Na 0.756 Slab On Grade n/a 0.756 Solid Wood Door None 0.387 FENESTRATION ❑ Raised Floor Location/Comments (attic, garage, typical, etc.) Exterior Roof Exterior Wall, Exposed Slab w/R-0.0 Perimeter Insulation Covered Slab w/R-0.0 Perimeter Insulation Exterior Door Shadina Devices Type Orientation Area Labeled Fenestration' Interior Exterior Overhang Side Fins (SF) U -Value SHGC (roller blind, etc.) (shadescreen, etc.) Yes / No Yes / No Rear (North) 267.4 0.42' 0.31 Drapery Bug Screen ❑ x❑ ❑ ❑X Rear (North) 528.6 0.36 0.24 Drapery Bug Screen ❑ ❑ X❑ Rear (Northeast) 150.3 0.42 0.31 Drapery Bug Screen ❑ a ❑ a Rear (Northeast) 51.4 0.36 0.24 Drapery Bug Screen ElQ ❑ NFront (Southwest) 55.0 0.42 0.31 Drapery Bug Screen ❑ N ❑ ❑x Left (Northwest) 133.7 0.42 0.31 Drapery Bug Screen ❑ Q El ❑x Left (Northwest) 62.0 0.42 0.31 Drapery Bug Screen ❑ Q ] ❑ Left (Northwest) 66.6 0.36 0.24 Drapery Bug Screen El a El o Right (East) 131.4 0.42 0.31 Drapery Bug Screen El El ElRight - (Southeast) 40.0 0.36 0.24 Drapery Bug Screen ❑ Q ❑ ❑x Right (Southeast) 15.0 0.42 0.31 Drapery Bug Screen ❑ E ❑ ❑x Right (East) 108.6 0.36 0.24 Drapery Bug Screen ❑ © ❑ 0 Run Initiation Time: 04/02/02 14:03:06 Run Code: 1017784986 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page:3 of 54 CJ 0 9 1 Certificate of Compliance: Residential (Part 1 of 2) CF -1 R w Baden Residence 4/3/02 Project itle uate The Enclave Mountains, Lots 37 & 39 La Quinta rroject Aaaress BREEZE AIR CONDITIONING (760) 346-0855 ocumen a ion Author I a ep one Computer Performance 15 Building Permit# Plan Check I Date . e ec Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION ` Total Conditioned Floor Area: 6,393 ft2 Total Conditioned Slab Area: 6,393 ft2 Building Type: (check one or more) ® Single Family Detached (SFD) ❑ Addition Alone ❑ Single Family Attached (SFA) ❑ Existing Building ❑ Multi -Family ❑ Existing Plus Addition Front Orientation: (South) 180 deg Floor Construction Type: X❑ Slab Floor Number of Dwelling Units: 1.00 Number of Stories: 1 ❑ Raised Floor BUILDING SHELL INSULATION Component Type FENESTRATION Frame Assembly Type U -Value Location/Comments (attic, garage, typical, etc.) Shadina Devices Type Orientation Area` Labeled Fenestration Interior. Exterior Overhang Side Fins (SF) U -Value SHGC (roller blind, etc.) (shadescreen, etc.) Yes / No Yes / No Front (South) 171.2 0.42 0.31 Drapery Bug Screen ❑ X❑ ❑ ❑X Left (West) 89.1 0.42 0.31 Drapery Bug Screen ❑ X❑ ❑ ❑X Left (West) 100.0 0.36 0.24 Drapery Bug Screen ❑ x❑ ❑ ❑x Front (South) 246.8 0.36 0.24 Drapery Bug Screen ❑ x❑ ❑ ❑x Front (South) 64.7 0.42 0.31 Drapery Bug Screen ❑ x❑ x❑ ❑ Rear (North) 29.1 0.42 0.31 Drapery Bug Screen ❑X❑X❑ ❑ Front (Southwest) 50.6 0.36 0.24 Drapery Bug Screen ❑ x❑ ❑ X❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ El F1 ❑❑ 1:1 El El 1-1 Run Initiation Time: 04/02/02 14:03:06 Run Code: 1017784986 EnergyPro 2.1 By Energysoft User Number: 3665 Job Number: Page:4 of 54 Certificate of Compliance: Residential (Part 2 of 2) CF -1 R t Baden Residence 4/3/02 •vroject I me Date HVAC SYSTEMS Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat Location / .pump, etc.) (AFUE/HSPF) (ducts, attic, etc.) R -Value Type Comments Central Furnace 80% AFUE Ducts in Attic 4.2 Setback HVAC -1 Central Furnace 80% AFUE Ducts in Attic 4.2 Setback HVAC -2 Central Furnace 80% AFUE Ducts in Attic 4.2 Setback HVAC -3 Central Furnace 80% AFUE Ducts in Attic 4.2 Setback HVAC -4 Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location / heat pump, evap. cooling) (SEER) (attic, etc.) R -Value Type Comments Split Air Conditioner 13.5 SEER Ducts in Attic 4.2 Setback HVAC -1 Split Air Conditioner 13.5 SEER Ducts in Attic 4.2 Setback HVAC -2 Split Air Conditioner 13.5 SEER Ducts in Attic 4.2 Setback HVAC -3 Split Air Conditioner 12.1 SEER Ducts in Attic 4.2 Setback HVAC -4 WATER HEATING SYSTEMS Rated 1 Tank Energy Facts 1 External Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby Tank Insul. System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (%) R -Value AMERICAN G62 -50T35- Small Gas Recirc/Time+Temp 1 35,000 .50 0.60 n/a n/a merican G62 -75T75 -4N Large Gas Recirc/Time+Temp 1 75,100 75 0.79 0.0244 0.0 AMERICAN G62 -40T34- Small Gas Recirc/Time+Temp 1 34,000 40 .0.62 n/a n/a For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS :;OMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. Designer or Owner (per Business & Professions Code) Documentation Author Name: Name: Gina Rose Title/Firm: Ochoa & Associates Title/Firm: BREEZE AIR CONDITIONING Address: 73-626 Hwy 111 Address: 75-145 ST. CHARLES PLACE Palm Desert, CA 92260 PALM DESERT, CA 92211 Telephone: 760-773-6605 Telephone: (760) 346-0855 Lic. #: (signature) (date) ignature) (date) Enforcement Agency ' Name: Title/Firm: Address: Telephone: (signature stamp) (date) Run Initiation Time: 04/02/02 14:03:06 Run Code: 1017784986 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page:5 of 54 m Certificate of Compliance: Residential (Part 2 of 2) CF -1 R Baden Residence 4/3/02 Project Title Date HVAC SYSTEMS ' Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load. Distribution ,Heating Equipment • Minimum Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat Location / pump, etc.) (AFUE/HSPF) (ducts, attic, etc.) R -Value Type Comments Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location / heat pump, evap. cooling) (SEER) (attic, etc.) R -Value Type Comments WATER HEATING SYSTEMS Rated Tank Energy Facts 1 External Water Heater Water Heater Distribution # in Input 'Cap. or Recovery Standby Tank Insul. System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (%) R -Value AMERICAN G62 -50T35- Small Gas Recirc/Time+Temp 1 35,000 50 0.60 n/a n/a ! 1 For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and.Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS ,OMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. Designer or Owner (per Business & Professions Code) Documentation Author Name: Name: Gina Rose Title/Firm: Ochoa & Associates Title/Firm: BREEZE AIR CONDITIONING Address: 73-626 Hwy 111 Address: 75-145 ST. CHARLES PLACE Palm Desert, CA 92260 PALM DESERT, CA 92211 Telephone: 760-773-6605 Telephone: (760) 346-0855 Lic. #: (signature) (date) (signature) (date) Enforcement Agency Name: Title/Firm: Address: • Telephone: ' signature stamp) ate Run Initiation Time: 04/02/02 14:03:06 Run Code: 1017784986 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page:6 of 54 Certificate of Compliance: Residential (Addendum) CF -1R r Baden Residence 4/3/02 _Project Title Date 11 5peclal Features and modeling Assumptions The local enforcement agency should pay special attention to the items specified in this.checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local . enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. I pinn I G;airl The HVAC System "HVAC -1" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. HIGH MASS Design(see C -21R) - Verify Thermal, Mass: 135 sqft Exposed Slab Floor, 3:50" thick at Mst Bdrm/Sitting Rm HIGH MASS Design(see C -2R) - Verify Thermal Mass: 815 sqft Covered Slab Floor, 3.50" thick at Mst Bdrm/Sitting Rm HIGH MASS Design(see C -2R) - Verify Thermal Mass: 320 sqft Exposed Slab Floor, 3.50" thick at Office/Study/Bath HIGH MASS Design(see C -2R) - Verify Thermal Mass: 322 sqft Exposed Slab Floor, 3.50" thick at Mst Bath/Closet HIGH MASS Design(see C -2R) - Verify Thermal Mass: 357 sqft Covered Slab Floor, 3.50" thick at Mst Bath/Closet The HVAC System "HVAC -2" must meet all CEC Criteria for a Zonally Controlled system serving only Living Areas. HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1145 sqft Exposed Slab Floor, 3.50" thick at Fmly/Kit/Pantry/Hall HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1289 sqft Exposed Slab Floor, 3.50" thick at Liv/Fyr/Bar/Pool Bath/Hal HIGH MASS Design(see C -2R) - Verify Thermal Mass: 728 sqft Exposed Slab Floor, 3.50" thick at Din/Hall/Laundry HIGH MASS Design(see C -2R) - Verify Thermal Mass: 66 sqft Exposed Slab Floor, 3.50" thick at Bdrm 2/Bath 2_ HIGH MASS Design(see C -2R) - Verify Thermal Mass: 250 sqft Covered Slab Floor, 3.50" thick at Bdrm 2/Bath 2 HIGH MASS Design(see C -2R) - Verify Thermal Mass: 95 sqft Exposed Slab Floor, 3.50" thick at Bdrm 3/Bath 3 HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS r• ..�.... ....... ........ ...........v..a •nc nc.v .�. �n.,auvn anu —aynva— L -911U VI LlluJ= nlcaDulw VII a lullll an le ld Run InitiationTime: un Code: 1017784986 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page:7 of 54 Certificate of Compliance: Residential (Addendum) CF -1 R I Baden Residence 4/3/02 ,Project Title Date 'Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies is V aa.a a.� vll .Ila. raV c4ua Vr vlKnc �F- al,)u IVaII VII OIIV 4 VVVIIIOIILGLI VII DU V IIIILLCV. Plan Field HIGH MASS Design(see C -2R) - Verify Thermal Mass: 300 sgft Covered Slab Floor, 3.50" thick at Bdrm 3/13ath 3 The HVAC System "HVAC -4" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. HIGH MASS Design(see C -2R) - Verify Thermal Mass: 571 sgft Exposed Slab Floor, 3.50" thick at Guest House 4 HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS �I aiv wcl. I uc 1ILIw IaLG1 I-- U-14c11L L— IICIU VCIIIR.dUVII 411U U1OU11VJLIl. LCDL111U UI UICJC IIICdb U1CJ VII d IUII11 %,r -um. an le ld1 Run InitiationTime: un Code: 1017784986 — EnergyPro 2.1 By EnergySoft User Number: 3665 ' Job Number: Page:8 of 54 9 • 0 Mandatory Measures Checklist: Residential MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed ori the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component specifications. DESCRIPTION Instructions: Check or initial applicable boxes or enter NIA if not applicable. DESIGNER ENFORCEMENT Building Envelope Measures ® *§ 150(a): Minimum R-19 ceiling insulation in wood frame assembly, or equivalent U -value. F—]§ 150(b): Loose fill insulation manufacturer's labeled R -value. *§ 150(c): Minimum R-13 wall insulation in framed walls or equivalent U -value (does not apply to exterior mass walls). *§150(d): Minimum R-13 raised floor insulation in wood framed Floors. §150(1): Slab edge insulation -water absorption rate < 0.3%, water vapor transmission rate < 2.0 perm/inch. ® §118: Insulation specified or installed meets quality standards. Indicate type and form. ®§116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Manufactured fenestration products labeled with certified U -value, SHGC, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ® §150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. ❑X §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have closable doors, outside air intake with damper and control, and flue damper and control; 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures ® §110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. ® §150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or RCCA. ® §150(i): Setback thermostat on all applicable heating and/or cooling systems. t ® §1500): Pipe and Tank Insulation 1. Storage gas water heaters with less than 0.58 energy factor shall be externally wrapped with R-12. 2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation, piping between heat source and tank insulated. 3.lnsulation on the first 5' of pipes closest to water heater tank, non -recirculating systems (R-4 or greater), buried or exposed piping in recirculating sections of hot water systems, cooling system piping below 55 deg F. ®*§150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, insulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape aerosol sealant or other duct closure system that meets the applicable requirements of UL181. UL181 S, or UL181 B and other applicable specified test for longevity given in 150(m). 2. Exhaust fans systems have back draft or automatic dampers. 3. Gravity ventilating systems servng conditioned space have either automatic or readily accessible, manually operated dampers. §114: Pool and Spa Heating Systems and Equipment 1. Certified with 78% thermal efficiency, on-off switch, weatherproof instructions, no pilot or electric resistance heating. 2. System is installed with at least 36" of pipe between filter and heater, cover for outdoor pools or spas. 3. Pool system has directional inlets and a circulation pump time switch. §115: Central Furnaces, pool heaters, spa heaters or household cooking appliances have no constant pilot light. Lighting Measures ® §150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. ® 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternative to this requirement allowed in 150(k)2.; and recessed ceiling are IC (insulation cover) approved. EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page:9 of 54 Computer Method Summary (Part 1 of 3) C -2R Baden Residence 4/3/02 Ask ro/ec i e Date he Enclave Mountains, Lots 37 & 39 La Quinta — vro)ect Aaaress BREEZE AIR CONDITIONING (760) 346-0855 Documentation Author I a I e -p -f one Computer Performance 15 Uomp lancee o acac ageorCompu er Climate 4one building ermi Pian ec a e ield ChecK/Date Source Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating Space Cooling Domestic Hot Water Totals 5.91 6.00 -0.09 44.78 30.81 13.97 4.46 7.04 -2.58 55F5 - 43.85 X30 Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories: 6,393 Single Fam Detached (South) 180 deg 1.00 1 BUILDING ZONE INFORMATION Zone Name Floor Area Volume HVAC -1 HVAC -2 HVAC -3 JIIIIIIIIIIIIIIrIVAC-4 OPAQUE SURFACES Act. Type Area U -Val. Azm. Tilt 1,949 2,434 1,439 571 Solar Gains Y/N Roof 950 0.028 0 0 A ] Wall 59 0.059 0 90 15,829 ❑ Wall 157 0.059 45 90 0.09 ❑ Wall 168 0.059 90 90 ❑ Wall 201 0.059 225 90 ❑ Wall 211 0.059 315 90 Roof 320 0.028 0 0 ❑ Wall 114 0.059 90 90 ❑ Wall 94 0.059 135 90 ❑ Wall 63 0.059 90 90 ❑ Wall 60 0.059 225 90 ❑ Roof 679 0.028 0 0 ❑ Wall 50 0.059 0 90 ❑ Wall 171 0.059 135 90 ❑ Wall 160 0.059 90 90 ❑ Wall 173 0.059 225 90 ❑ Wall 227 0.059 315 90 ❑ Roof 1,145 0.028 0 0 ❑ Wall 113 0.059 0 90 ❑ Wall 133 0.059 45 90 ❑ Wall 303 0.059 90 90 ❑ Wall 200 0.059 180 90 ❑ Wall 135 0.059 270 90 ❑ Wall 65 0.059 315 90 A ❑ Roof 1,289 0.028 0 0 A Wall 471 0.059 0 90 ❑ Wall 160 0.059 90 90 ❑ Wall 535 0.059 180 90 ❑ all 362 0.059 270 90 ❑ Run Initiation Tim( Floor Construction Type: X❑ Slab Floor ❑ Raised Floor Total Conditioned Volume: 78,538 Slab Floor Area: 6,393 # of Thermostat Vent Units Zone Type Type Hgt. Area 22,709 0.30 Sleeping SleepingStat 2 Na 33,720 0.38 Living LivingStat 2 Na 15,829 0.23 Conditioned Setback 2 Na 6,281 0.09 Sleeping SleepingStat 2 Na Form 3 Reference R-38 Roof (R.38.2xl4.16) R-21 Wall (W.21.2x6.16) R-21 Wall (W.21.2x6.16) R-21 Wall (W.21.2x6.16) R-21 Wall (W.21.2x6.16) R-21 Wall (W.21.2x6.16) R-38 Roof (R.38.2x14.16) R-21 Wall (W.21.2x6.16) R-21 Wall (W.21.2x6.16) R-21 Wall (W.21.2x6.16) R-21 Wall (W.21.2x6.16) R-38 Roof (R.38.2x14.16) R-21 Wall (W.21.2x6.16) R-21 Wall (W.21.2x6.16) R-21 Wall (W.21.2x6.16) R-21 Wall (W.21.2x6.16) R-21 Wall (W.21.2x6.16) R-38 Roof (R.38.2x14.16) R-21 Wall (W.21.2x6.16) R-21 Wall (W.21.2x6.16) R-21 Wall (W.21.2x6.16) R-21 Wall (W.21.2x6.16) R-21 Wall (W.21.2x6.16) R-21 Wall (W.21.2x6.16) R-38 Roof (R.38.2x14.16) R-21 Wall (W.21.2x6.16) R-21 Wall (W.21.2x6.16) R-21 Wall (W.21.2x6.16) R-21 Wall (W.21.2x6.16) 04/02/02 14:03:06 EnergyPro 2.1 By EnergySoft User Number: 3665 Run Code Job Number: Location / Comments Mst Bdrm/Sittinq Rm Mst Bdrm/Sitting Rm Mst Bdrm/Sitting Rm Mst Bdrm/Sitting Rm Mst Bdrm/Sitting Rm Mst Bdrm/Sitting Rm Office/Study/Bath Office/Study/Bath Office/Study/Bath Office/Study/Bath Office/Study/Bath Mst Bath/Closets Mst Bath/Closets Mst Bath/Closets Mst Bath/Closets Mst Bath/Closets Mst Bath/Closets Fmly/Kit/Pntry/Hall Fmly/Kit/Pntry/Hall Fmly/Kit/Pntry/Hall Fmly/Kit/Pntry/Hall Fmly/Kit/Pntry/Hall Fmly/Kit/Pntry/Hall Fmly/Kit/Pntry/Hall Liv/Fyr/Bar/Pool Bath Liv/Fyr/Bar/Pool Bath Liv/Fyr/Bar/Pool Bath Liv/Fyr/Bar/Pool Bath Liv/Fyr/Bar/Pool Bath 1017784986 Page: 10 of 54 Computer Method Summary (Part 1 of 3) C -2R Baden Residence 4/3/02 r rolec i e a e he Enclave Mountains, Lots 37 & 39 La Quinta rrolect Aaaress BREEZE AIR CONDITIONING (760) 346-0855 Documentation Author I a ep one Computer Performance 15 -ComP g lance Method actorComputer' ima a one Building Permit Plan ec a e iF efd-Cfeck7 a e Source Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating Space Cooling Domestic Hot Water Totals 5.91 6.00 -0.09 44.78 30.81 13.97 4.46 7.04 -2.58 55.T5- 43.85 11.30 Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories: 6,393 Single Fam Detached (South) 180 deg 1.00 1 BUILDING ZONE INFORMATION Zone Name Floor Area Volume OPAQUE SURFACES Act. Type Area U -Val. Azm. Tilt Solar Gains YIN Floor Construction Type: X❑ Slab Floor ❑ Raised Floor Total Conditioned Volume: 78,538 Slab Floor Area: 6,393 # of Thermostat Vent Units Zone Type Type . Hgt. Area . Form 3 Reference Location / Comments Roof 728 0.028 0 0 " R-38 Roof (R.38.2x14.16) Din/Hall/Laundry Wall 47 0.059 0 90 ❑ R-21 Wall (W.21.2x6.16) Din/Hall/Laundry Wall 417 0.059 90 90 ❑ R-21 Wall (W.21.2x6.16) Din/Hall/Laundry Door 24 0.387 90 90 ❑ Solid Wood Door Din/Hall/Laundry Wall 315 0.059 180 90 ❑ R-21 Wall (W.21.2x6.16) Din/Hall/Laundry Wall 33 0.059 225 90 ❑ R-21 Wall (W.21.2x6.16) Din/Hall/Laundry Wall 192 0.059 270 90❑ R-21 Wall (W.21.2x6.16) Din/Hall/Laundry Roof 316 0.028 0 0 ❑ R-38 Roof (R.38.2x14.16) Bdrm 2/13ath 2 Wall 154 0.059 0 90 ❑ R-21 Wall (W.21.2x6.16) Bdrm 2/13ath 2 Wall 118 0.059 270 90 ❑ R-21 Wall (W.21.2x6.16) Bdrm 2/Bath 2 Wall 56 0.059 315 90 ❑ R-21 Wall (W.21.2x6.16) Bdrm 2/Bath 2 Roof 395 0.028 0 0 ❑ R-38 Roof (R.38.2x14.16) Bdrm 3/13ath 3 Wall 48 0.059 0 90 ❑ R-21 Wall (W.21.2x6.16) Bdrm 3/13ath 3 Wall 106 0.059 90 90 ❑ R-21 Wall (W.21.2x6.16) Bdrm 3/13ath 3 Wall 44 0.059 135 90 R-21 Wall (W.21.2x6.16) Bdrm 3/13ath 3 Wall 221 0.059 180 90 R-21 Wall (W.21.2x6.16) Bdrm 3/13ath 3 Wall 44 0.059 225 90 ❑ R-21 Wall (W.21.2x6.16) Bdrm 3/13ath 3 Wall 176 0.059 270 90 ❑ R-21 Wall (W.21.2x6.16) Bdrm 3/Bath 3 _ Roof 571 0.028 0 0 ❑ R-38 Roof (R.38.2xl4.16) Guest House Wall 280 0.059 0 90 ❑ R-21 Wall (W.21.2x6.16) Guest House Wall 198 0.059 90 90 ❑ R-21 Wall (W.21.2x6.16) Guest House Wall 44 0.059 135 90 ❑ R-21 Wall (W.21.2x6.16) Guest House Wall 314 0.059 180 90 ❑ R-21 Wall (W.21.2x6.16) Guest House Wall 44 0.059 225 90 ❑ R-21 Wall (W.21.2x6.16) Guest House Wall 198 0.059 270 90 ❑ R-21 Wall (W.21.2x6.16) Guest House Run Initiation Time: 04/02/02 14:03:06 Run Code: 1017784986 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page: 11 of 54 1 Computer Method Summary (Part 2 of 3) C -2R Baden Residence 4/3/02 Piroject Title -Date U -Value Act. Glazing Type Location/ # Type Area SHGC Azm. Tilt Comments 1 Window Rear (North 9.6 0.420 0.31 0 90 Special (Semco) Wood Frame Mst Bdrm/Sitting Rm 2 Window Rear (North) 51.4 0.360 0.24 0 90 Special (Semco) Wood Frame Mst Bdrm/Sitting Rm 3 Window Rear (Northeast) 70.1 0.420 0.31 45 90 Special (Semco) Wood Frame Mst Bdrm/Sitting Rm 4 Window Rear (Northeast) 9.6 0.420 0.31 45 90 Special (Semco) Wood Frame Mst Bdrm/Sitting Rm 5 Window Rear (Northeast) 51.4 0.360 0.24 45 90 Special (Semco) Wood Frame Mst Bdrm/Sitting Rm 5 Window Front (Southwest) 15.0 0.420 0.31 225 90 Special (Semco) Wood Frame Mst Bdrm/Sitting Rm 7 Window Left (Northwest) 111.0 0.420 0.31 315 90 Special (Semco) Wood Frame Mst Bdrm/Sitting Rm 8 Window Left (Northwest) 62.0 0.420 0.31 315 90 Special (Semco) Wood Frame Mst Bdrm/Sitting Rm 9 Window Left (Northwest) NO 0- 0.360 0.24 _315 90 Special (Semco) Wood Frame Mst Bdrm/Sitting Rm 10 Window Right (East) 30.0 0.420 0.31 90 _90 Special (Semco) Wood Frame Office/Study/Bath 11 Window Right (Southeast) 40.0 0.360 0.24 _ 135 90 Special (Semco) Wood Frame _ Office/Study/Bath 12 Window Right (Southeast) 10.0 0.420 0.31 135 90 Special (Semco) Wood Frame Office/Study/Bath 13 Window Right East 3.0 0.420 0.31 90 90 Special (Semco) Wood Frame Office/Study/Bath 14 Window Right (East) 30.0 0.420 0.31 90 90 Special (Semco) Wood Frame Office/Study/Bath 15 Window Rear (North) 3.0 0.420 0.31 0 90 Special (Semco) Wood Frame Mst Bath/Closets 16 Window Right (Southeast) 5.0 0.420 0.31 135 90 Special (Semco) Wood Frame Mst Bath/Closets 17 Window Right (East) 4.0 0.420 0.31 90 90 Special (Semco) Wood Frame Mst Bath/Closets 18 Window Right (East) 12.0 0.420 • 0.31 90 90 Special (Semco) Wood Frame Mst Bath/Closets 19 Window Front (Southwest) 12.0 0.420 0.31 225 90 Special (Semco) Wood Frame Mst Bath/Closets 20 Window Front (Southwest) 12.0 0.420 0.31 225 90 Special (Semco) Wood Frame Mst Bath/Closets 21 Window Front (Southwest) 12.0 0.420 0.31 225 90 Special Semco) Wood Frame Mst Bath/Closets 22 Window Left (Northwest) 4.0 0.420 0.31 315 90 Special (Semco) Wood Frame Mst Bath/Closets 23 Window Rear (North) 9.0 0.420 0.31 0 90 Special (Semco) Wood Frame Fmly/Kit/Pntry/Hall 24 Window Rear (North) 57.0 0.360 0.24 0 90 Special (Semco) Wood Frame Fmly/Kit/Pntry/Hall 25 Window Rear (North) 57.0 0.360 0.24 0 90 Special (Semco) Wood Frame Fmly/Kit/Pntry/Hall 26 Window Rear (North) 9.0 0.420 0.31 0 90 Special (Semco) Wood Frame Fmly/Kit/Pntry/Hall 27 Window Rear Norfff) 1"8T -0-420- -0-3-1 07 -90Special (SemcoWood fame -Fmly/KiffPntry/Hall------ 28 Vllin'w Rear (Noir if east) -51-9 0-42� 0-3T 45- -96 Special(Semco-Wood-Frame Fmly/Kif/PnFiall �9 Window Rear(Northeast) 18.7 0.420 0.31 45 90 Special (Semco) Wood Frame Fm y it/Pntry/ all INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Interior Shade Type SHGC Exterior Shade Type SHGC R-gF-VVcf-. Len. Hgt. LEA -RE-x. bis" t:C-e-n-. -Hgi. Us'TFlgt. 1 -Drapery 0.69- ug Screen 076 2 Drapery 0.68 Bug Screen 0.76 _ - - - - - 3 Drapery 0.68 Bug Screen 0.76 _ _ _ _ _ - - -- - - 4 Drapery 0.68 Bug Screen 0.76 _ _ _ _ - 5 Drapery 0.68 Bug Screen 0.76 _ _ _ _ _ _ - - - - 6_ Drapery 0.68 Bug Screen 0.76 _ _ _ _ _ _ 7 Drapery 0.68 Bug Screen 0.76 _ _ _ _ _ _ _ _ 8- Drapery 0-98 Bug Screen O-76 T.8 -8-0 - - - 0-1 4-0 -0 -0-0 0-0 0 9 Drapery 0.68 Bug Screen 0.76 - - ---- -- --- - 10 Drapery 0.68 Bug Screen ---d-.7-6- -_ -- - -- - - -`- --- --- -- 11 Drapery 0(i8 Bug Screen T79- _ - - - - -- - -- - - 12 Drapery 0-68 BugScreen 0:75 - - -- -- -- - 1'8 Drapery C69 BugScreen 67 -- 14 Drapery 0:69ung Screen 076 - - - - - - -- --- - - 16 Drapery 0-68 Bug Screen 0-76"- - - - -- -- --- -"- - 19 Drapery 698 BugScreen -076-- 75-17 17Drapery 0.68 Bug Screen 0.76 - - 19 Drapery 0-68 Bug Screen 075 - - - - - - - - - 19 Drapery 0.69 Bug Screen 0-r5 - - - - - - - 20 Drapery C68 Bug Screen 0-75 - - - - - - -- - - - 31 Drapery 0-.68 Bug Screen 0M - - - - - - - - - - 22 Drapery -- 0.68 Bug Screen 0.76 23 Drapery 0.68 Bug Screen 0.76 - - - - - - - - - - - 24 Drapery 0.68 Bug Screen 0.76-- 25 Drapery 0.68 Bug Screen 0.76 26 Drapery 0.68 Bug Screen 0.76 - 27 Drapery 0.68 Bug Screen 0.76 -- - - - 28 Drapery 0.68 Bug Screen 0.76 - �29 Drapery 0.68 Bug Screen 0.76 Run Initiation Time: 04/02/02 14:03:06 Run Code: 1017784986 I EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page: 12 of 54 Computer Method Summary (Part 2 of 3) C -2R Baden Residence 4/3/02 # -Type Area 30 Window Right East 10.7 31 Window Right (East) _ 22.0 32 Window Front (South) 16.0 33 Window Left (West) 10.7 34 Window Left (West) 22.0 3 5 Window Left (Northwest) _ 18.7 36 Window Rear (North) _ 93.4 37 Window Rear (North) 55.5 38 Window Rear (North) 100.0 39 Window Rear (North) 88.0 40 Window Rear (North) 4.0 41 Window Rear (North) 4.0 42 Window Rear (North) 50.6 43 Window Rear (North) 18.0 44 Window Right (East) 26.2 45 Window Front (South) 93.4 46 Window Front (South) 38.8 47 Window Front (South) 4.0 48 Window Front (South) 60.0 49 Window Front (South) 16.2 50 Window Front (South) 38.8 51 Window Front (South) 4.0 52 Window Front (South) 93.4 53 Window Left (West) 26.2 54 Window Rear (North) 29.1 55 Window Rear (North) 12.0 36 Window Rig as -S6Ti- roF nt (So -u F) 4FT EWin"� � Window Front (Southwest) 50.6 INTERIOR AND EXTERIOR SHADING LI -Value 0.420 0.360 0.420 0.420 _0.360 0.420 0.360 0.420 0.360 0.420 0.420 0.420 0.420 0.360 0.420 0.360 0.420 0.420 0.360 0.420 0.420 0.420 0.360 0.420 0.420 0.420 -0..3fi0- 0-420- 0.360 Act. Glazing Type Location/ SHGC Azm. Tilt Comments 0.31 0.24- 0.31 0.31 0.24 0.31 0.24 0.31 0.24 0.31 0.31 0.31 0.31 0.24 0.31 0.24 0.31 0.31 0.24 0.31 0.31 0.31 0.24 0.31 0.31 0.31 -034 0.24 90 90 Special Semco Wood Frame Fmly/Kit/Pntry/Hall 90 90 Special (Semco) Wood Frame Fmly/Kit/Pntry/Hall 180 90 Special (Semco) Wood Frame Fmly/Kit/Pntry/Hall 270 90 Special (Semco) Wood Frame Fmiy/Kit/Pntry/Hall _ 270 90 Special (Semco) Wood Frame Fmly/Kit/Pntry/Hall 315 90 Special (Semco) Wood Frame Fmly/Kit/Pntry/Hall 0 90 Special (Semco) Wood Frame Liv/Fyr/Bar/Pool Bath _ 0 90 Special (Semco) Wood Frame Liv/Fyr/Bar/Pool Bath 0 90 Special (Semco) Wood Frame Liv/Fyr/Bar/Pool Bath 0 90 Special (Semco) Wood Frame Liv/Fyr/Bar/Pool Bath 0 90 Special (Semco) Wood Frame Liv/Fyr/Bar/Pool Bath 0. 90 Special (Semco) Wood Frame Liv/Fyr/Bar/Pool Bath 0 90 Special (Semco) Wood Frame Liv/Fyr/Bar/Pool Bath 0 90 Special (Semco) Wood Frame Liv/Fyr/Bar/Pool Bath 90 90 Special (Semco) Wood Frame Liv/Fyr/Bar/Pool Bath 180 90 Special (Semco) Wood Frame Liv/Fyr/Bar/Pool Bath 180 90 Special (Semco) Wood Frame Liv/Fyr/Bar/Pool Bath 180 90 Special (Semco) Wood Frame Liv/Fyr/Bar/Pool Bath 180 90 Special (Semco) Wood Frame Liv/Fyr/Bar/Pool Bath 180 90 Special (Semco) Wood Frame Liv/Fyr/Bar/Pool Bath 180 90 Special (Semco) Wood Frame Liv Fyr/Bar/Pool Bath 180 90 Special (Semco) Wood Frame Liv/Fyr/Bar/Pool Bath 180 90 Special (Semco) Wood Frame Liv/Fyr/Bar/Pool Bath 270 90 Special (Semco) Wood Frame _ Liv/Fyr/Bar/Pool Bath 0 90 Special (Semco) Wood Frame Din/Hall/Laundry 0 90 Special (Semco) Wood Frame Din/Hall/Laundry 90- -JO:special SemcoWood rame -Di/Ralu aun ry TSO -30 Special emcoWood rame -Din/H5II7 aL undry 225 90 Special(Semco) Wood Frame Din/Rall/Laundry Window Overhang Left Fin Right Fin # Interior Shade Type SHGC Exterior Shade Type SHGC "R t.Od-e( n gf�CExt. RExt.Dist. Len. Ngt. _D�st: e( n Rgt. -30 Drapery 0.fib-BugScreen 31 Drapery 0.68 Bug Screen 0.76 32 Drapery 0.68 Bug Screen _ 0.76 33 Drapery 0.68 Bug Screen 0.76 34 Drapery 0.68 Bug Screen 0.76 1_6 Drapery 0.68 Bug Screen 0.76 36 Drapery 0.68 Bug Screen 0.76 17 Drapery 0-68 Bug Screen 076 - - - - - - - - - 38 Drapery 0.68 Bug Screen 39 Drapery 0.68 Bug Screen TO Drapery ObB Bug Screen - 4 -T Drapery 0.68 Bug Screen 076- - - - - - - T2 Dupery 0.68 Sug creen W Drapery 0?- Bug Screen - 44 Drapery 0-68 Bug Screen 0-76- - - - - - - 48 Drapery 0-68 BugScreen 0:76 - - - - - - - 46 Drapery 0.68 Bug Screen 0.76 47 Drapery 0-68 Bug Screen 0:76-- - - -- -- --- - - --- - 46 Drapery X68 Bug Screen _616- 16 479 49 Drapery 0-68 Bug Screen M 11.-0 1-2 - - 0-1 -2-0 0 2.0 0 50 Drapery X68ung Screen -0-M - - - - - - - - 59 Drapery 0.68 Bug Screen 0.76 52 Drapery 0.68 Bug Screen 0.76 53 Drapery 0.68 Bug Screen 0.76 54 Drapery 0.68 Bug Screen 0.76 -7 83-8 0.1 4.0 0 0.0 0.0 0 55 Drapery 0.68 Bug Screen _ _ 0.76 56 Drapery 0.68 Bug Screen _ _ _ _ _ 0.76 57 Drapery 0.68 Bug Screen 0.76 T8 6.2 0.1 2.0 0 0.1 2.0 0 • 58 Drapery 0.68 Bug Screen 0.76 Run Initiation Time: 04/02/02 14:03:06 Run Code: 1017784986 i EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page:13 of 54 Computer Method Summary (Part 2 of 3) C -2R Baden Residence 4/3/02 'Protect Title Date -- U -Value Act. Glazing Type Location/ # Type Area SHGC Azm. Tilt Comments 59 Window Front (Southwest) 4.0 0.420 0.31 225 90 Special (Semco) Wood Frame Din/Hall/Laundry 60 Window Left (West) 27.1 0.420 0.31 270 90 Special (Semco) Wood Frame Din/Hall/Laundry 61 Window Left (West) 78.0 0.360 0.24 270 90 Special (Semco) Wood Frame Din/Hall/Laundry 62 Window Left (West) 22.0 0.420 0.31 270 90 Special (Semco) Wood Frame Bdrm 2/Bath 2 63 Window Left (West) 3.0 0.420 0.31 270 90 Special (Semco) Wood Frame Bdrm 2/Bath 2 64 Window Left (Northwest) 42.6 0.360 0.24 315 90 Special (Semco) Wood Frame Bdrm 2/Bath 2 65 Window Rear (North) 50.6 0.360 0.24 0 90 Special (Semco) Wood Frame Bdrm 3/Bath 3 66 Window Right East) 15.5 0.420 0.31 90 90 Special (Semco) Wood Frame Bdrm 3/Bath 3 67 Window Front (South) 3.1 0.420 0.31 180 90 Special (Semco) Wood Frame Bdrm 3/Bath 3 68 Window Front (South) 17.7 0.31_ 180 90 Special (Semco) Wood Frame Bdrm 3/Bath 3 69 Window Rear (North) _0.420 50.6 0.360 0.24 0 90 Special (Semco) Wood Frame Guest House 70 Window Rear (North) 50.6 0.360 0.24 0 90 Special (Semco) Wood Frame Guest House 71 Window Rear (North) 4.0 0.420 0.31 0 90 Special (Semco) Wood Frame Guest House 72 Window Front (South) 27.1 0.420 0.31 180 90 Special (Semco) Wood Frame Guest House 73 Window Front (South) 17.7 0.420 0.31 180 90 Special (Semco) Wood Frame Guest House 74 Window Front (South) 4.0 0.420 0.31 180 90 Special (Semco) Wood Frame Guest House INTERIOR AND EXTERIOR SHADING # Interior Shade Type SHGC Exterior Shade Type Window dow Overhang Left Fin Right Fin SHGCgR t Vd- en. Hgt. LEA R`E-xt. Dist. en. gt.ist6 . en: 3 rapery .6$ -Bug Screen 0.76 - 60 Drapery 0.68 Bug Screen 0.76 - - - - - - - - - - - - 61 Drapery 0.68 Bug Screen 0.76 - - - - -- 62 Drapery 0.68 Bug Screen 0.76 - - - - - - - - - - - 63 Drapery 0.68 Bug Screen 0.76 6a Drapery 0.68 Bug Screen 0.76 - 66 Drapery 0.68 Bug Screen 0.76 _ _ -6-6 Drapery 018 BugScreen 076- - - - - - - - - - 67 Drapery 0.68 Bug Screen 0.76 - - - - 68 Drapery 0.68 Bug Screen 0.76 - - - - - - - - - - - - fig Drapery --M Bug Screen 07S - - - - - - - - - '70 Drapery -T68 BugScreen- 71- Drapery O.-68 Bug - 71 rapery -1T68uFugg Screen O°l6 - - - - - - - - - 7*1 Drapery 0068 Bug Screen 0:7fi - - - - - - - - - - 74 Drapery U.68 Bug Screen 076- - - - - - - - - - Run Initiation Time: 04/02/02 14:03:06 Run Code: 1017784986 EnergyPro 2.1 By Energysoft User Number: 3665 Job Number: Page:14 of 54 Computer Method Summary (Part 3 of 3) C -2R Baden Residence Project Title Length F2 Factor Insulation R -Val. Depth Location / Comments Slab Perimeter 14 4/3/02 Uate WItHERMAL MASS FOR HIGH MASS DESIGN 0 Mst B rm Sitting Rm Slab Perimeter 86 0.76 Area Thick. Heat Slab Perimeter 37 Inside Location Type (sf) (in.) Cap. Cond. Form 3 Reference R -Val. Comments Concrete, Heavyweight 135 3.50 28 0_98 n/a 0 Mst Bdrm/Sitting Rm / Slab on Grade Concrete, Heavyweight 815 3.50 28 0.98 n/a 2 Mst Bdrm/Sitting Rm / Slab on Grade Concrete, Heavyweight 320 3.50 28 - 0.98 n/a 0 Office/Study/Bath / Slab on Grade Concrete, Heavyweight 322 3.50 28 0.98 n/a 0 Mst Bath/Closets / Slab on Grade Concrete, Heavyweight 357 3.50 28 0.98 n/a 2 Mst Bath/Closets / Slab on Grade PERIMETER LOSSES Type Length F2 Factor Insulation R -Val. Depth Location / Comments Slab Perimeter 14 0.76 0.0 0 Mst B rm Sitting Rm Slab Perimeter 86 0.76 0.0 0 Mst Bdrm/Sitting Rm Slab Perimeter 37 0.76 0.0 0 Office/Study/Bath Slab Perimeter 62 0.76 0.0 0 Mst Bath/Closets Slab Perimeter 16 0.76 0.0 0 Mst Bath/Closets HVAC SYSTEMS Heating Equipment Minimum Distribution Type ' Type (furnace, heat Efficiency and Location Duct Thermostat Location / pump, etc.) (AFUE/HSPF)(ducts/attic, etc.) R -Value Type Comments Central Furnace 80%AFUE Ducts in Attic 4.2 Setback HVAC -1 Central Furnace 80%AFUE Ducts in Attic 4.2 Setback HVAC -2 Central Furnace 80%AFUE Ducts in Attic 4.2 Setback HVAC -3 Central Furnace 800/6AFUE Ducts in Attic 4.2 Setback HVAC -4 *Hydronic Piping Pipe Pipe 'Insul. System Name Length Diameter Thick. Minimum Duct Cooling Equipment Type (air conditioner, Efficiency Location Duct Thermostat Location / heat pump, evap. cooling) '(SEER) (attic, etc,) R -Value Type Comments Split Air Conditioner 13.5 SEER Ducts in Attic 4.2 Setback HVAC -1 Split Air Conditioner 13.5 SEER Ducts in Attic 4.2 Setback HVAC -2 Split Air Conditioner 13.5 SEER Ducts in Attic 4.2 Setback HVAC -3 Split Air Conditioner 12.1 SEER Ducts in Attic 4.2 Setback HVAC -4 WATER HEATING SYSTEMS Ratedl Tank Energy Factl 1 Tank Insul. Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby R -Value System Name Type Type Syst. (Btu/hr) (gal) Efficiency Loss (%) Ext. AMERICAN G62 -50T35 -3N*** Small Gas Recirc/Time+Temp 1 35,000 50 0.60 American G62 -75T75 -4N Large Gas Recirc/Time+Temp 1 75,100 75 0.79 AMERICAN G62 -40T34 -3N*** Small Gas Recirc/Time+Temp 1 34,000 40 0.62 n/a n/a 0.0244 0.0 n/a 1 For small gas storage (rated input <= 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. REMARKS Run Initiation Time: 04/02/02 14:03:06 Run Code: 1017784986 n/a I EnergyPro 2.1 ' By EnergySoft User Number: 3665 Job Number: Paae:15 of 54 1 Computer Method Summary (Part 3 of 3) C -2R Baden Residence ro- Re-cT I 111 e F2 Insulation Type Length Factor 14/3/02 Date --THERMAL MASS FOR HIGH MASS DESIGN Slab Perimeter 106 0.76 0.0 0 Area Thick. Heat 0.0 0 Inside Location Type (sf) (in.) Cap. Cond. Form 3 Reference R -Val. Comments Concrete, Heavyweight 1,145 3_50 28 0.98 n/a 0 Fmly/Kit/Pntry/Hall / Slab on Grade Concrete, Heavyweight 1,289 3.50 28 0.98 n/a 0 Liv/Fyr/Bar/Pool Bath / Slab on Grade Concrete, Heavyweight 728 3.50 28 0.98 n/a 0 Din/Hall/Laundry /.Slab on. Grade Concrete, Heavyweight 66 3.50 28 0.98 n/a 0 Bdrm 2/Bath 2 / Slab on Grade Concrete, Heavyweight 250 3.50 28 0.98 n/a 2 Bdrm 2/Bath 2 / Slab on Grade PERIMETER LOSSES HVAC SYSTEMS Heating Equipment Type (furnace, heat pump, etc.) Location / Comments ..y,. ..y,. o.. Liv/Fvr/Bar/Pool Bath Bdrm 2/Bath 2 Minimum Distribution Type Efficiency and Location Duct Thermostat (AFUE/HSPF)(ducts/attic, etc.) R -Value Type t Location / Comments wHydronic Piping Pipe - Pipe Insul. System Name Length Diameter Thick. y Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location / heat pump, evap. cooling) (SEER) (attic, etc,) R -Value Type Comments WATER HEATING SYSTEMS Ratedl Tank Energy Fact! 1 Tank Insul. Water Heater Water Heater Distribution # in Input - Cap: or Recovery Standby R -Value System Name Type Type Syst. (Btu/hr) (gal) Efficiency Loss (%) Ext. AMERICAN G62 -50T35 -3N*** Small Gas Recirc/Time+Temp 1 35,000 50 0.60 n/a n/a 1 For small gas storage (rated input — 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. REMARKS Run Initiation Time: 04/02/02 14:03:06 Run Code: 1017784986 2.1 By EnergySoft User Number: 3665 Job Number: Page:16 of 54 r F2 Insulation Type Length Factor R -Val. Depth Slab Perimeter 106 0.76 0.0 0 Slab Perimeter 151 0.76 0.0 0 Slab Perimeter 124 0.76 0.0 0 Slab Perimeter 9 0.76 0.0 - 0 Slab Perimeter 27 0.76 0.0 0 HVAC SYSTEMS Heating Equipment Type (furnace, heat pump, etc.) Location / Comments ..y,. ..y,. o.. Liv/Fvr/Bar/Pool Bath Bdrm 2/Bath 2 Minimum Distribution Type Efficiency and Location Duct Thermostat (AFUE/HSPF)(ducts/attic, etc.) R -Value Type t Location / Comments wHydronic Piping Pipe - Pipe Insul. System Name Length Diameter Thick. y Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location / heat pump, evap. cooling) (SEER) (attic, etc,) R -Value Type Comments WATER HEATING SYSTEMS Ratedl Tank Energy Fact! 1 Tank Insul. Water Heater Water Heater Distribution # in Input - Cap: or Recovery Standby R -Value System Name Type Type Syst. (Btu/hr) (gal) Efficiency Loss (%) Ext. AMERICAN G62 -50T35 -3N*** Small Gas Recirc/Time+Temp 1 35,000 50 0.60 n/a n/a 1 For small gas storage (rated input — 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. REMARKS Run Initiation Time: 04/02/02 14:03:06 Run Code: 1017784986 2.1 By EnergySoft User Number: 3665 Job Number: Page:16 of 54 r Computer Method Summary • (Part 3 of 3) C -2R Baden Residence 4/3/02 Project Title uate 'THERMAL MASS FOR HIGH MASS DESIGN Ratedl F2 Insulation ' Type Area Thick. Heat Location / Comments Slab Perimeter Inside Location Type (sf) (in.). Cap. Cond. Form 3 Reference R -Val. • Comments Concrete, Heavyweight 95 13.50 28 0.98 n/a 0 Bdrm 3/Bath 3 / Slab on Grade Concrete, Heavyweight 300 3.50 28 0.98 n/a 2 Bdrm 3/Bath 3 / Slab on Grade Concrete, Heavyweight 571 3.50 28 0.98 n/a 0 Guest House / Slab on Grade PERIMETER LOSSES HVAC SYSTEMS Heating Equipment Minimum Distribution Type Type (furnace, heat Efficiency and Location pump, etc.) (AFUE/HSPF)(ducts/attic, etc.) Ratedl F2 Insulation ' Type Length Factor R -Val. Depth Location / Comments Slab Perimeter 20 0.76 0.0 0 Bdrm 3/Bath 3 Slab Perimeter 46 0.76 0.0 0 Bdrm 3/Bath 3 Slab Perimeter 112 0.76 0.0 0 Guest House (attic, etc,) HVAC SYSTEMS Heating Equipment Minimum Distribution Type Type (furnace, heat Efficiency and Location pump, etc.) (AFUE/HSPF)(ducts/attic, etc.) Duct Thermostat Location / ' . R -Value Type Comments Duct Thermostat Location / R -Value Type . . Comments WATER HEATING SYSTEMS Ratedl Tank Energy Fact/ 1 Tank Insul. Water Heater Water Heater Distribution # in Input Insul. or Recovery Standby R -Value isHydronic Piping Pipe Pipe System Name Length Diameter Thick., Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location heat pump, evap. cooling) (SEER) (attic, etc,) Duct Thermostat Location / ' . R -Value Type Comments Duct Thermostat Location / R -Value Type . . Comments WATER HEATING SYSTEMS Ratedl Tank Energy Fact/ 1 Tank Insul. Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby R -Value System Name Type Type Syst. (Btu/hr) (gal) Efficiency Loss (%) Ext. 1 For small gas storage (rated input — 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. REMARKS Run Initiation Time: 04/02/02 14:03:06 Run Code: 1017784986 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page:17 of 54 Computer Method Summary (Addendum) C2 -R Baden Residence 4/3/02 bprolect Title Date speclal,reatures ana Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. I Plan I Field The HVAC System "HVAC -1" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. HIGH MASS Design(see C -2R) - Verity Thermal Mass: 135 sqft Exposed Slab Floor, 3.50" thick at Mst Bdrm/Sitting.Rm HIGH MASS Design(see C -2R) - Verify Thermal Mass: 815 sqft Covered Slab Floor, 3.50" thick at Mst Bdrm/Sitting Rm HIGH MASS Design(see C -2R) - Verify Thermal Mass: 320 sqft Exposed Slab Floor, 3.50" thick at Office/Study/Bath HIGH MASS Design(see C -2R) - Verify Thermal Mass: 322 sqft Exposed Slab Floor, 3.50" thick at Mst Bath/Closet HIGH MASS Design(see C -2R) - Verify Thermal Mass: 357 sqft Covered Slab Floor, 3.50" thick et Mst Bath/Closet The HVAC System "HVAC -2" must meet all CEC Criteria for a Zonally Controlled system serving only Living Areas. HIGH MASS Design(see C -21R) - Verify Thermal Mass: 1145 sqft Exposed Slab Floor; 3.50" thick at Fmly/Kit/Pantry/Hall HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1289 sqft Exposed Slab Floor, 3.50" thick at Liv/Fyr/Bar/Pool Bath/Hal HIGH MASS Design(see C -2R) - Verify Thermal Mass: 728 sqft, Exposed Slab Floor, 3.50" thick at Din/Hall/La.undry HIGH MASS Design(see C -2R) - Verify Thermal Mass: 66 sqft, Exposed Slab Floor, 3.50" thick at Bdrm 2/Bath 2 HIGH MASS. Design(see C -2R) - Verify Thermal Mass: 250 sqft Covered Slab Floor, 3.50" thick at Bdrm 2/Bath 2 HIGH MASS Design(see C -2R) - Verify Thermal Mass: 95 sqft Exposed Slab Floor, 3.50" thick at Bdrm 3/Bath 3 HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS ..--...:1 TL. .1— -.a._ �..�a-1��..��L� L.�IJ ..�_. [.__a.__ __� _��__�._ �__�._— ear___ __ t____ • Fr1 vV1uc1. 111c 11L.RJ laid Mus uOCU1116111 L E IICIU VEN IL.a L1011 a11U UIagi IO ELIC LESLIIIL9 UI L"Ebe IIICaDU1CD 011 a 101111 Li r'V R. an to ld Run Initiation Time: 04/OZI02 14:03:06 Run Code: 1017784986 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page:18 of 54 1 Computer Method Summary (Addendum)' C2 -R Baden- Residence 4/3/02 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies Dasea on the aaequacy of the speciai jusuncation ana aocumentation submitted. Plan Field HIGH MASS Design(see C -2R) - Verify Thermal Mass: 300 sqft Covered Slab Floor, 3.50" thick at Bdrm 3/Bath 3 The HVAC System "HVAC -4" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. HIGH MASS Design(see C -2R) - Verify Thermal Mass: 571 sqft Exposed Slab Floor, 3.50" thick at Guest House HERS Required Verification ` These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS l pruvluer. i lie nr=r%Q rdLer rnust uucumene ure new venncdaon dna aidgnosuc cesung Ur mese measures Un a roan %.r -ori. an ie lcl _ 4 r Run InitiationTime: 4: un Code: 1017784986 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page: 19 of 54 .INSTALLATION CERTIFICATE - (Part 1 of 7) CF -6R • Site AdaressPermit NumFer— An installation certificateis required to be posted at the building site or made available for all appropriate inspections. (The information provided on this form is required; however, use of this form to provide the information is optional.) After completion of final inspection, a copy must be provided to the building department (upon request) and the building owner at occupancy, per Section 10-103(b). , 'HVAC SYSTEMS: Heating Equipment Equip. Type (pkg., heat pump) CEC Certified Mfr Name & Model Number # of Identical Systems Efficiency, Duct (AFUE, etc.) Location [>= CF -1 R Value] (attic, etc.) Duct or Piping 'R -Value Heating Load (Btu/hr) Heating . Cappacity (Btu/hr) Cooling Equipment Equip. CEC Certified Compressor # of Efficiency, Duct Cooling Cooling Type (pkg., Unit Mfr Name & Identical (SEER, etc.) Location Duct or Load Cappacity heat pump) Model Number Systems [>= CF -1R Value] (attic, etc.)- R -Value (Btu/hr) (Btu/hr) 1. — reads Greater Than or Equal to. I, the undersigned, verify that equipment listed above is: (1) the actual equipment installed; (2) equivalent to or more efficient than that specified in the certificate of compliance (Form CF -1 R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and (3) the equipment meets or exceeds the appropriate requirements for manufactured devices (from the Appliance Efficiency Regulations or Part 6), where applicable. MSignature, Date Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner WATER HEATING SYSTEMS: CEC Certified Distribution If Recir- ' # of Rated Tank Effi-2 2 External Heater Mfr Name Type(Std, culation, Identical Input (kW Volume ciency Standby Insulation Type & Model Number Point -of -Use) Control Type Systems or Btu/hr) - Gallons (EF, RE) Loss (%) R -Value 2 For small gas storage (rated input of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Recovery Efficiency, Standby Loss and Rated Input. For instantaneous gas water heaters, list Recovery Efficiency and Rated Input. 3 R-12 external insulation is mandatory for storage water heaters with an energy factor of less than 0.58. Faucets & Shower Heads: ` All faucets & showerheads installed are certified to the Commission, pursuant to Title 24, Part 6, Section 111 I, the undersigned, verify that equipment listed above my signature is: (1) is the actual equipment installed; (2) equivalent to or more efficient than that specified in the certificate of compliance (Form CF -1 R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and (3) equipment that meets or exceeds the appropriate requirements for manufactured devices (from the Appliance Efficiency Regulations or Part 6), where applicable. Signature, Date Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner • COPY TO: Building Department HERS Provider (if applicable) Building Owner at Occupancy iEnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page: 20 of 54 INSTALLATION CERTIFICATE (Part 2 of 7) CF -6R • Site Address -Permit Number FENESTRATION/ GLAZING: • - Product U- Product Interior or Value 1 SHGC' Exteror Shading (=<CF -1 R (=< CF -1 R # of Quantity Square Device or Comments/ Manufacturer/Brand Name .value)2 value)2 Panes (Optional) Feet Overhang Special Features GROUP LIKE PRODUCTS 1. 2. 3. 4. — 5. 6. 7.1 8. 9. 10. 11. 12. 13. 14. " 15. 1. Manufactured Fenestration products use the values from the product label. Field fabricated fenestration products use the default values from Section 116 of the Energy Efficiency Standards. • 2. Installed U -value must be less than or equal to values from CFAR. Installed SHGC must be less than or equal to values from CF -1R, or a shading device (interior, exterior or overhang) is installed as specified on the CF -1 R. Alternatively, installed weighted average U -values for the total fenestration area are less than or equal to values from CF -1 R. . I, the undersigned, verify that the fenestration/glazing listed above my signature (1) is the actual fenestration product installed; (2) is equivalent to or has a lower U -value and lower SHGC than that specified in the certificate of compliance (Form CF -1 R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and (3) the product meets or exceeds the appropriate requirements for manufactured devices (from Part 6), where applicable. Item #s Signature, Date (if applicable) Item #s Signature, Date (if applicable) Item #s Signature, Date (if applicable) nl stallm�g__Su contractor Co. Name OR General Contractor. (Co. Name) OR Owner OR Window Distributor Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner OR Window Distributor Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner OR Window Distributor . COPY TO: Building Department HERS Provider (if applicable) Building Owner at Occupancy (EnergyPro 2.1 By EnergySoft + User Number: 3665 Job Number: Page:21 of 54 i INSTALLATION CERTIFICATE }• (Part 3 of 7) CF -6R • -Site Address-Pe�mii Number DUCT DIAGNOSTICS This buiding obtained compliance credit for: ❑ Duct sealing ❑ Duct Area Reduction • ❑ ACCA Manual D design and installation ' I 0 CREDIT FOR REDUCED DUCT. SURFACE ACCA Design AREA OR LOCATION Duct Location' Exterior Measured ❑ Duct Design on Plans Surface Area Exterior Surface (CFA R) Area ❑ Installed duct diameters match plans ❑' TXV installed" ❑ Access to TXV valve (if installed) ❑ No TXV, Fan air flow (CFM) ❑ Duct Leakage Measured ❑ Measured leakage (CFM) t HVAC fan air flow (CFM) ' (measured or calculated as 'Ignore ducts in • ❑ CFM = 0.7 x Anoor for CZ 8 through 15 conditioned space. Only a check is ❑ CFM = 0.5 x A Floor for CZ 1 through 7 & 16 required for location or, it the equipment size is known, the larger of 1 or 2.. credit. +:1. ❑ CFM = 400 x Cooling Capacity in Tons or 2. ❑CFM = 21.7 x Heating Capacity in Thousands of Btu per hour) J Leakage divided by HVAC Fan air flow. (must be =< 0.06) For AEROSOL TYPE SEALANTS ONLY - The following diagnostic testing was completed: ❑ Duct Fan Pressurization at rough - in measured leakage CFM • CHECK AFTER FINISHING WALL: ❑ Pressure Pan Test ❑ House pressuezation test ❑ Visual Inspection of Duct Connections Provide Follow-up Test Results or Inspection Results on a Separate Page ❑ Attie • ❑ Crawlspace ❑ Basement ❑ Other Total ❑ This certifies that the ducts surface area and duct locations were verified. When compliance'credit is claimed for duct surface area reducitons and duct location improvements beyond those covered by,default assumptions, builder employees or subcontractors shall certify that they have verified that the duct surface area and locations match those on the plans and shall indicate the duct surface area in each duct location on the CF6R. ❑ This is to certify that the above diagnostic test results and the work I performed associated with the test(s) is in conformance with the requirements for compliance credit. [The builder shall provide the HERS provider a copy of the CF -6R signed by the builder employees or sub -contractors certifying that diagnostic testing and installation meet the requirements for compliance credit] Tests Signature, Date TnsTa_llmg u contractorCo. Name) -- Performed OR General Contractor (80. Name) OR Owner COPY TO: Building Department HERS Provider (if applicable) Building Owner at Occupancy EergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page: 22 of 54 - INSTALLATION CERTIFICATE (Part 4 of 7) CF -6R . Sit�ddressPe�m_tNumber 'BUILDING ENVELOPE. LEAKAGE DIAGNOSTICS Phis buiding obtained compliance credit for: Envelope sealing using diagnostic testing (CF -1 R) Needed for Compliance Measured Blowerdoor Test (from CF -1 R) Results -Building Envelope Leakage (CFM @ 50 Pa) -Leakage level equivalent to an SLA of 3.0 from CF -1 R -Minimum Building. Leakage equivalent to an SLA of 1.5 from CF -1R (CFM @ 50 Pa). ❑ Yes . F-] No Is design infiltration less than the SLA 3.0 equivalant (from CF -1 R)? ElYes R No Is mechanical ventilation installed? (Required if design is less than 3.0 SLA) Yes EINo Is measured leakage (without fans operating) less than minimum in the above Table (1.5 SLA from CF -1 R)? Yes ❑ No Is mechanical supply ventilation installed to assure house pressure does not go below minus 5 Pascal relative to outside ambient with all exhaust fans operating? Mechanical Ventilation - Fill in Table if mechanical ventilation is installed . -Continuous Mechanical Ventilation (CFMi) -Continuous Mechanical Supply Ventilation (CFM) Required to maintain -5 Pa if building envelope leakage is less than minimum (see above) -Total Power Consumption of Continuous Mechanical Ventilation (Watts) 2 Used for Compliance Measured (from CF -1 R) Actual C C This certifies that the building leakage was verified. When compliance credit is claimed for building leakage reduction below default assumptions, builder employees or subcontractors shall certify that they have verified that the building leakage level matches that used for compliance on the CF -6R and shall document the infiltration levels required for compliance and the tested infiltration values on the CF -6R.. This is to certify that the above diagnostic test results and the work I performed associated with the test(s) is in conformance with the requirements for compliance credit. [The builder shall provide the HERS provider a copy of the CF -6R signed by the builder employees or sub -contractors certifying that diagnostic testing and installation meet the requirements for compliance credit.] Tests�tgnature, Date -Installing u con rector Name Performed OR General Contractor (Co. Name) OR Owner COPY TO: Building Department HERS Provider (if applicable) Building Owner at Occupancy 1. When mechanical ventilation is required, CFM less than 0.047 CFM per square foot of conditioned floor area indicates failure to achieve compliance 2. As determined from label on fan or manufacturers literature. 1 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page: 23 of 54 INSTALLATION CERTIFICATE (Part 5 of 7) CF -6R • Site Address Permit Number The following is an explanation of many of the input values required on this form: HVAC SYSTEMS Heating Equipment Type must be one of the following: Furnace: Gas (including Liquefied Petroleum Gases) or oil -fired central furnace & space heater Boiler: I Gas or oil -fired boiler PckgHeatPump: Packaged central heat pump SplitHeatPump: Split central heat pump RoomHeatPump: Room heat pump LrgPkgHeatPump: Large packaged heat pump (-65,000 Btu/hr output) Electric: Electric resistance heating (fixed HSPF = 3.413); radiant electric resistance (fixed HSPF = 3.55) CombinedHydro: Reference water heater under water heating systems below -CEC Certified Manufacturer Make & Model Number from applicable Commission approved appliance directory. -"# of Identical Systems" is for those systems with the same efficiency, duct location, duct R -Value and capacity. -Efficiency from applicable Commission certified appliance directory. -Duct Location is attic, crawl space, CVC crawl space, conditioned space, unconditioned space or none. -Duct (or Piping) R -Value from Directory of Certified Insulation Materials and)or manufacturer's data. -Heating/Cooling Load refer to Commission approved load calculation procedure. -Heating/Cooling Equipment Capacity from the applicable Commission certified appliance directory. Note: location elevations over 2,000 ft above sea level require a derating of output capacity (refer to manufacturer's literature). Cooling Equipment Type must be one of the following: SplitAirCond: Split system air conditioner ' PckgAirCond: Packaged air conditioner SplitHeatPump: Split system heat pump PckgHeatPump: Packaged heat pump RoomHeatPump: Room heat pump LrgPkgHeatPump: I Large packaged heat pump (-65,000 Btu/hr output). Substitute EER for SEER when SEER is not available. RoomAirCond: Room air conditioner. Minimum SEER varies' LrgPkgAirCond: Large packaged air conditioner (>=65,000 Btu/hr output). Substitute EER for SEER when SEER is not available. EvapDirect: Direct evaporative cooling system. For compliance calculation purposes, fixed values: SEER = 11.0; duct location = attic; duct insulation R -value = 4.2 I Evapindirect: Indirect evaporative cooling system. For compliance calculation purposes, fixed values: SEER = 13.0; duct location = attic; duct insulation R -value = 4.2 `Refer to California Energy Commission (CEC) publication Appliance Efficiency Regulations, P400-92-029 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page: 24 of 54 INSTALLATION CERTIFICATE (Part 6 of 7) CF -6R • Site Address PermifNum er The following is an explanation of many of the input'values required on this form: WATER HEATING SYSTEMS Distribution Systems: Refer to Residential Manual for more details. Standard: I Standard - Supply prssure based system, no pumps Pipe Insulation: Pipe Insulation on all 3/4 -inch pipes POU/HWR: Point of Use/Hot Water Recovery System j Recirc/NoControl: Recirculation loop with no controls Recirc/Timer: Recirculation loop with a timer Recirc/Temp: Recirculation loop with temperature control Recirc/Time + Temp: Recirculation loop with a timer and temperature control Recirc/Demand: Recirculation loop with demand control Water Heater Type r Windows, sliding glass doors, french doors, skylights, garden windows, and Information Needed any door with more than one square foot of glass Operator Type; Energy Factor' Recovery Efficiency Standby Loss Rated Input Storage Gas, Oil or Electric Yes No No No Heat Pump Yes No No No Instantaneous Gas No Yes No No Instantaneous Electric Yes No No No ' Large Storage Gas No Yes Yes Yes Indirect Gas (Boiler) No Yes (AFUE) No Yes • FENESTRATION / GLAZING ' Fenestration: Windows, sliding glass doors, french doors, skylights, garden windows, and any door with more than one square foot of glass Operator Type; Slider, hinged, fixed , U -Value: Installed U -Value must be less than or equal to value from CF -1 R . OR Installed weighted average U -Value for the total fenestration area i is less than or equal to value from CF -1 R SHGC: Installed SHGC must be less than or equal to value from CF -1 R OR Installed SHGC for the total fenestration area is less than or equal to value from CF -1 R OR An interior shading device, overhang, or exterior shading device is installed consistent with the CF -1 R Shading ding Device: Include when the building complied using an interior shading device: blinds, opaque roller shades, blinds (do not list draperies), an exterior shading device: woven sunscreen, louvered sunscreen, low sun angle sunscreen, roll -down awning, roll -down blinds.or slats (do not list bug screen), or an overhang (include depth in feet) r EnergyPro 2.1 By Energysoft User Number: 3665 Job Number: Page: 25 of 54 INSTALLATION CERTIFICATE (Part 7 of 7) CF -6R Site Address Hermit Number The following is an explanation of many of the input values required on the Diagnostic portion of this form (page 3 of 6): TYPE OF CREDIT Refer to Residential Manual Chapters 4 and 5 for more details: Reduced Duct Surface Area: Calculated as the outside area of the duct. Areas must be measured and verified by HERS rater. Improved Duct Location: Supply duct located in other than attic, as verified by location of registers (does not require HERS rater verification). - Catastrophic Leakage: Pressure pan test reading must be less than 1.5 Pascal at a house pressure of 25 Pascal. TXV: Access cover required to facilitate verification. Infiltration Reduction: Infiltration is measured without mechanical ventilation operating. Mechanical ventilation is required for very tight house construction when credits for infiltration reduction using diagnostic testing are beng used for achieving compliance. These very tight houses are defined as those with SLA of less than 1.5. The compliance documentation (CF -1 R) will contain • the measured CFM target value from a blower door test at 50 Pascal pressure difference that represents this SLA of 1.5. Mechanical ventilation is also required if the builder chooses to design the building to use mechanical ventilation and claims a credit for infiltration below an SLA of 3.0. The compliance documentation (CF -1 R) will contain the measured CFM target value that represents this 3.0 SLA. If the builder claims credit in a design for infiltration reduciton that is at an SLA of 3.0 or higher, and the actual measured SLA is 1.5 or greater, then mechanical ventilation is not required. If the SLA in this case were below 1.5, then mitigation (such as mechanical ventilation) would be required. b. EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page:26 of 54 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY ECT NAME Baden Residence EM NAME HVAC -1 Number of Systems Heating System Output per System Total Output (Btuh) Output (Btuh/sgft) Cooling System Output per System Total Output (Btuh) Total Output (Tons) Total Output (Btuh/sqft) Total Output (sgft/Ton) Air System CFM per System Airflow (cfm) Airflow (cfm/sqft) Airflow (cfm/Ton) Outside Air (%) Outside Air (cfm/sqft) Note: values above given at ARI conditions 26.0 of 68.9 of Outside AirIDs 0 cfm Supply Fan 2000 cfm 68.9 OF 1 82,000 I Total Room Loads 82,000 Return Vented Lighting 42.1 Return Air Ducts Return Fan 57,000 Ventilation 57,0001 Supply Fan 4.8 Supply Air Ducts 292 TOTAL SYSTEM LOAD 410.31 68.9 of 4/3/02 kREA 1,949 COIL COOLING PEAK 1 COIL HTG. PEAK' I CFM I Sensible Latent j 1 CFM 1 Sensible 47,9341 8,4781 49,601] 2,000 I LENNOX HS21-060-1P/2P 41,385 8,025 82,000 1.03 421.1 Total Adjusted System Output a1,385) 8,025 0 (Adjusted for Peak Design Conditions) I 0.0 0.00 TIME OF SYSTEM PEAK I Aug 2 pm _ Jan 12 am) 10 7.2 OF Heating Coil !lp, Return Air Ducts Y 55.7 / 54.7 of Supply Fan Cooling Coil 2000 cfm �, Return Air Ducts Y Supply Air Ducts 1 U6.1 `'F ROOMS 70.0 of Supply Air Ducts 56.7 / 55.1 of 54.0% R.H. ROOMS 74.0i62.: `. EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page:27 of 54 [HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY ROJECT NAME Baden Residence YSTEM NAME HVAC -2 Number of Systems Heating System Output per System Total Output (Btuh) 1 Output (Btuh/sqft) Cooling System Output per System Total Output (Btuh) Total Output (Tons) Total Output (Btuh/sqft) Total Output (sgftiTon) Air System CFM per System Airflow (cfm) Airflow (cfm/sgft) Airflow (cfm/Ton) 1 Outside Air (%) Outside Air (cfm/sqft) Note: values above given at ARI conditions 2 82,000 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD 164,000111 67.41, I 57,000 114,000 9.5 46.8 DATE 4/3/02 FLOOR AREA 2,434 COIL COOLING PEAK CFM I Sensible) Latent 68,407 12,175 COIL HTG. PEAK CFM 1 Sensible I 1,6981 66,7691 I li 3,3381 01 I 0 01 0 3,338 73,446 I 1HVAC EQUIPMENT SELECTION 2,000 4,000 LENNOX HS21-060-1P/2P 86,037 11,120 164,000 1.641 1 1 421.1 0.0 Total Adjusted System Output 86,0371 11,120 0061 4a of (Adjusted for Peak Design Conditions) 0.00 I TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am '"ILA I INCA JYS I tM VbYI:FiKUIYIt I KII:J (Airstream I emperatures at i Ime OT rlealing t'eaK) 26.0 of 69.2 of 69.2 of 310 >S Supply Air Ducts Outside Air 0 cfm Supply Fan Heating Coil 4000 cfm ROOMS 70.0 of 69.2 OF Outside 0 cfm �, Return Air Ducts V :i ` ' ` . 54.7 153.6 of �.1 Supply Fan Cooling Coil 4000 cfm �, Return Air Ducts Y Supply Air Ducts 55.4 / 53.9 of ' 50.5% R.H. 1 ROOMS EnergyPro 2.1 By EnergySoft User Number:. 3665 Job Number: Page: 28 of 54 1 (HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY I 17, ROJECT NAME Baden Residence HVAC -3 Number of Systems Heating System Output per System Total Output (Btuh) Output (Btuh/sgft) Cooling System Output per System Total Output (Btuh) Total Output (Tons) Total Output (Btuh/sqft) Total Output (sgft/Ton) 82,000 Total Room Loads 82,000 Return Vented Lighting 57.01 Return Air Ducts Return Fan 57,000 i Ventilation 57,000 Supply Fan 4.8 Supply Air Ducts TOTAL SYSTEM LOAD DATE 4/3/02 FLOOR AREA 1,439 COIL COOLING PEAK 1 1COIL HTG. PEAK CFM Sensiblel Latent I1 CFM I Sensible l 37,454 5,982 41,874 "11 Qy43A`111 I 1HVAC EQUIPMENT SELECTION CFM per System 2,000 LENNOX HS21-060-1P/2P 1 43,131 5,455 82,000 Airflow (cfm) 2,000 I Airflow (cfm/sgft) 1.39 I 1 Airflow 421.1 (cfm/Ton) Total Adjusted System Output 1 (Adjusted for Peak Design Conditions) 43,131 5,4551 82,0001 TIME OF SYSTEM PEAK Aug 2 pm —Jan 12 ami 1 Outside Air (%) 0�0 Outside Air (cfm/sgft) 1 0.001 Note: values above given at ARI conditions (Airstream Temperatures at Time ot Heating ea ' ' 'a= 26.0 OF 69.1 OF 69.1 OF3 ^ J. c . Outside Air Supply Air Ducts 0 cfm Supply Fan Heating Coil 2000 cfm ROOMS 70.0 OF 6 9.1 OF Return Air Ducts i YOULING SYSTEM PSYCH RUMETRICS (Airstream Temperatures at Time ot Cooling ea 54.7/53.6OF H.kv.. Supply Air Ducts Outside Air 0 cfm Supply Fan Cooling Coil 2000 cfm 55.5 / 53.9 of ROOMS I 50.5% R.H. i i i 74.0 61.;; �.. Return Air Ducts i Ener Pro 2.1 B Ener Soft � !Y Y �Y User Number: 3665 Job Number: Pa e:29 of 54 � (HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PfiOJECT NAME Baden Residence DATE 4/3/02 SYSTEM NAME i HVAC -4 FLOOR AREA 571 ENGINEERING CHECKS ISYSTEM LOAD Number of Systems 1I COIL COOLING PEAK I COIL HTG. PEAK! I CFM I Sensible Latent CFM ( Sensible Total Room Loads l 7351 11,464 2,3741 2691 16,0131 Return Vented Lighting 1 01 1 Return Air Ducts i 5731 801 j Return Fan i 0i I 01 Ventilation 0 01 oil 01 0 Supply Fan o 0 Supply Air Ducts 573 801 TOTAL SYSTEM LOAD 112,611 2,374 17,614 Heating System I Output per System 49,2001 Total Output (Btuh) 1 49,2001 Output (Btuh/sqft) 86.2 Cooling System I� Output per System I 23,400 Total Output (Btuh) 23,400 Total Output (Tons) 2.0 Total Output (Btuh/sqft) 41.0 Total Output (sgft/Ton) 292.8 Air System HVAC EQUIPMENT SELECTION CFM per System 800 LENNOX HS26-024-2P ( 13,627 7,054 I � I 49,200 49,200 Jan 12 am i Airflow (cfm) 800 Airflow (cfm/sgft) I 1.40 1 Airflow (cfm/Ton) 410.3 Total Adjusted System Output (Adjusted for Peak Design Conditions) 13,627 7,0541 TIME OF SYSTEM PEAK Aug 2 pm Outside Air % ( ) 0.0 ' Outside Air (cfm/sqft) 0.00 Note: values above given at ARI conditions F= "'SYGI-IROMETRIGS (Airstream I empera ures at Time of Heating ea 26.0 OF 69.1 OF 69.1 OF Supply Air Ducts Outside Air 0 cfm Supply Fan . Heating Coil 800 cfm ROOMS 69.1 OF 70.0 of Return Air Ducts (Airstream -Temperatures at Time ot Cooling ea . .... .. .... „,.. Outside Air 0 cfm Supply Fan 800 cfm i I .w r 8.815 .9 OF 1 5 7 Supply Air Ducts Cooling Coil 59.4 158.1 of 58.9% R.H. I ROOMS Return Air Ducts EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page:30 of 54 EnergyPro 2.1 By. EnergySoft, User Number: 3665 Job Number:Page:31 of 54 ROOM LOAD SUMMARY PROJECT NAME Baden Residence DATE 4/3/02 SYSTEM NAME HVAC -1 FLOOR AREA 1,949 ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM. SENSIBLE LATENT CFM SENSIBLEI LATENT CFM SENSIBLE Mst Bdrm/Sitting Rm s rm i mg m 1 1,298 24,029 4,230 1,298 24,029 4,230 614 23,790 Office/Study/Bath Off ice u y a 1 452 8,365 1,425 45.2 8,365 1,425 204 7,905 Mst Bath/Closets s at oset 1 604 11,183 2,823 604 11,183 2,823 346 13,397 . PAGE TOTAL 1 2,354 43,576 8,478 1,164 45,092 TOTAL 2,354 43,576 8,478 1,164 .45,092 EnergyPro 2.1 By. EnergySoft, User Number: 3665 Job Number:Page:31 of 54 Y ROOM LOAD. SUMMARY EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page:32 of 54 PROJECT NAME Baden Residence DATE 4/3/02 YSTEM NAME HVAC -2 FLOOR AREA 2,434 ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Fmly/Kit/Pntry/Hall Frnly/KWpantrylHall 1 1,166 23,257 5,099 1,166 23,257 . 5,099 634 24,929 Liv/Fyr/Bar/Pool Bath ry yr ar oo a an 1 1,951 38,931 7,076 1,9511 38,931 7,076 1,064 41,840 PAGE TOTAL 3,117 62,188 12,175 1,698 66,769 ' TOTAL 1 3,117 62,188 12,175 1,698 66,769 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page:32 of 54 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page:33 of 54 ROOM LOAD SUMMARY P OJECT NAME Baden Residence DATE 4/3/02' YSTEM NAME HVAC -3 FLOOR AREA 1,439 RO M LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Din/Hall/Laundry in a aun ry 1 1,022 20,306 3,026 1,022 20,306 3,026 547 21,373 Bdrm 2/13ath 2 rm a 1 310 6,151 1,314 310 6,151 1,314 172 6,717 Bdrm 3/Bath 3 rm3/Bath 3 1 382 7,591 1,642 382 7,591 1,642 255 9,978 j t PAGE TOTAL 1,714 34,049 5,982 974 38,068 TOTAL 1 1,714 34,049 5,982 11. 974 38,068 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page:33 of 54 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page:34 of 54 ROOM LOAD SUMMARY PROJECT AME Baden Residence - DATE 4/3/02 YSTEM NAME HVAC -4 FLOOR AREA 571 IROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Guest House ues mouse 1 735 11,464 _ 2,374 735 11,464 2,374 269 16,013 a . PAGE TOTAL 735 11,464 2,374 269 16,013 TOTAL 1 735 11,464 2,374 269 16,013 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page:34 of 54 ROOM HEATING PEAK LOADS Project Title jDate Baden Residence 14/3/02 Room Information Design Conditions Room Name Mst Bdrrn/Sitting Rmi Time of Peak Jan 12 am Floor Area 9501 Outdoor Dry Bulb Temperature 26OF Indoor Dry Bulb Temperature 70OFi Conduction Area U -Value AT of Btu/hr 950.0 X 795.9 X 277.3 X 126.8 X perimeter 100.0 x X X x x x x x x x x x X I x x -- I X ----- _ X X X X X X X X X X X X ! x X X x X X X Items shown with an asterisk (') denote conduction through an interior surface to another room. 0.0280 0.05921 0.4200 0.3600 i I I I I i Infiltration: [ 1.00 x 1.072 X _950 X L X 1.00 / 601 Sche u e Air Sensi a Area Ceiling Fight AC -FI Fraction TOTAL HOURLY HEAT LOSS FOR ROOM X .44.01 _ 1,171 X 44.0 2,0731 X 44.01 5,125 X 44.0 = 2,009 X 44.51 = 4,4504,4501 X I X x x = x = x = x = x = x = x _r x x 1 L X -=-- l =------------� x _ x X = X = X = X = X 1 X = X X x I I = I X = i x = j x I - x ! _ X X X = �I i � ! Page Total: 14,827] x Iwai = 8,9631 pT EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page: 35 o 554 23,790 ROOM HEATING PEAK LOADS Project Title Date Baden Residence 4/3/02 oom Information Design Conditions. Room Name Offlce/Study/Bath' Time of Peak Jan 12 am Floor Area 3201 Outdoor Dry Bulb Temperature 26°F Indoor Dry Bulb Temperature 70 OF Conduction Area U -Value AT of Btu/hr 320.01 x 0.0280 X i 44.0 = j— 3941 331.0 X 0.05921 X 44.0 = 8621 I— 73.0 X 0.420 X I 44.01_ i 1,349 40.0 X _0.3600 X 44.01 — 6341 perimeter 37.0 X 1 x 44.5 = 1,646 X x I_ X X = x x { X 1 X = X X = X x X X = X X = I x f —� X 1 I = X X = X' 1 X x x = X x = x X = x 1 X _ x I x X X _ x 1 x x `-- x --- = I— X X --- x x x1 x j x X ! _ X X I = x X X X• x X x X =I 1 X X = X 1 x I = x 1 x 1 I X I X I = 1 x X Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: � 4,8861 Infiltration: [ 1.00 X 1.072 X ' 320 x i 812.00 X 1.00 / 60] X L— �`' = 1 3,019 Sc e u e Air ensi a Area Cerin Height ---WC Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 7,905 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: — _ __Page: 36 of 54 ROOM HEATING PEAK LOADS Project Title Baden Residence oom Information Room Name Floor Area Indoor Dry Bulb Temperature Conduction 14/3/02 j Design Conditions Mst BatlVCloset Time of Peak Jan 12 am j 679 Outdoor Dry Bulb Temperature 26OF 70 of . t Area U -Value AT of Btu/hr 679.0 ' X 781.0 X 64.0 X perimeter= 78.0 X X j X X X X X X X X X X X x _ x I x i x x x j X X x X X X X X x x x x x x x X X Items shown with an asterisk (') denote conduction through an interior surface to another room. Infiltration: r 1.00 x 1.072 x 1---� X 11.00 X 1.00 j-ScWeedufe AiiSensi le rea CeiTmg eig t ACFI Fraction TOTAL HOURLY HEAT LOSS FOR ROOM X 44.0 = 837 X 44.0 2,035 x 44.0 = 1,183 x 44.5 = I 3,471 x j = x i X x = X = x = j X = x — X = j x I _ x x x ► - x X ——J x = x = X = x = x" _ x I = x x x x = x x x = •I Page Total 7,525 / 60]. X I = i 5,872 AT EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page: 37 of 54 13,397 ROOM HEATING PEAK LOADS •. (Project Title Date Fden Residence 4/3/02 a oom Information Design Conditions Room Name Fmy/Kit/Pantryfflall Time of Peak Jan 12 am Floor Area 1,145 Outdoor Dry Bulb Temperature 26 OF Indoor Dry Bulb Temperature 70°F Conduction Area U -Value AT of Btu/hr 1,145.0 X 0.0280 X 44.0 = 1,411; 950.6 X 0.0592 X I 44.0 = 2,4771 163.4 X 0.4200 X I 44.0 = 3,020 158.0 X 0.3600 X 44.0 = 2,503 perimeter= 106.0 X x 44.51 = 4,71711 x x _ X X X X ' X X x X x x 1 X X • � X X _ I X 1 x x x = X X = X X = x X = X x = X x I X X = x X = i x x _ X 1 X X x x x = i X X = X X = —� x X = X X xX X x x x x X _ 1 j X X X X X x — X x = I Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: 14,127 Infiltration: 1Fr1.001x 1.072 x 45� x 12.00 x 1.00 / 6C�I X. = 10,802 cher ule Air Sens; a mea Ceil ng Height AC - J pT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 24,929 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page: 38 of 54 { � i ROOM HEATING PEAK LOADS (Project Title Date jBaden Residence 4/3/02 j oom Information Design Conditions Room Name Liv/Fyr/Bar/Pod BattVHallI Time of Peak Jan 12 am Floor Area 1,2891 Outdoor Dry Bulb Temperature 26OFI Indoor Dry Bulb Temperature 70 OF Conduction Area %/�I e AT ° F 1,289.0 X 0.02801 X 1 44.0 = 1 1,527.4 X 0.0592 X 44.01 _ 458.2 X 0.36001 X 44.0 356.4 X 0.42001 X perimeter =151.0 X I X j 44.51 = X X 1� I X I X _ X x = x x I = x x = x X = X X = X X = X X I = X X = X X _ x _—� x I x i x I- I -- x x = X 1 x x x _ x x II = --- x X x x 1 = x x x x = x x = x x = X X = X X I = X IX I = x x C I = X X XX = X -F X = X X = X X = x 1 X = X X Items shown with an asterisk (') denote conduction through an interior surface to another room. P T t I' Btu/hr 1,588 3,979 7,258 6, 587 6,720 I I i I i� I i L� Infiltration: 1.00 x �( 1.072j x 1,289 x 15.501 x 1.001 / 601 x C cchedule Air Sensible Area Ceiling SCR_ pT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 41,840 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page: 3i of 54 ROOM HEATING PEAK LOADS Project Title y Baden Residence Room Information Room Name Floor Area Indoor Dry Bulb Temperature Conduction 14/3/02 Design Conditions wndry Time of Peak Jan 12 am 728 Outdoor Dry Bulb Temperature 26°F 70 of I � 1 Area U -Value 728.01 X 1 X X X X X X X x 1 x r X F X j X 1_ x X X X X X C X I x .F x I- X L x ' x I x X X X X X r X If X X I X 1 X I x L 1,004.21 120.6 24.0 215.2 perimeter =124.0 0.05921 F 44.01 0.4200 01 2,229 0.38721 44.0 4091 I--- y 44.0 3,409 44.5 5,518 — i 1 - I I j _ I -- I-- — j j II U -Value X 1 X X X X X X X X X X X x ` x X X X I x X x x x x� i x 1 x� x X x X x XL- X I x i X OT of = I — I = = I = j = = _ — — = = = _ = _ = - Btu/hr 0.02801 44.0; 8971 2,6161 0.05921 F 44.01 0.4200 01 2,229 0.38721 44.0 4091 0.36001 44.0 3,409 44.5 5,518 1 I I j 1 I I i r ---J - ----- :ems shown with an asterisk (') denote conduction through an interior surface to another room. Infiltration: [— 1.00 x 1 1.072 X I 728 X t 11.00 X 1.00 / 6� x Sche u e Air Sensible Cei mg eig t J Page Total: pT 15,078 Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 21,373 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page:40 of 54 -� ROOM HEATING PEAK LOADS Project Title (Date ,,iiiiiii,JBaden Residence 14/3/02 Room Information Design Conditions Room Name Bdrrn 2/13ath 21 Time of Peak Jan 12 am i Floor Area 3161 Outdoor Dry Bulb Temperature 26°F Indoor Dry Bulb Temperature 70°FI Conduction i I I ! � ?x I ! Area X x x x x x x x X X x X' X X x x x x i x; xx I x x x X x x x x x x x x x X fleig5it LI -Value X X x 1. x X x x' x X 'X x X X X x x x x I X x I x x ' x I x x i x x x x I x x x X x I AT OF Btu/hr 3891 = 856 = ` 462 = 675 = 1,6021 = = = = = = = I� - :.---- --- -.� I = _----i _ - ? _ F = j = ' J I = ! 3,984! = I 2,7331 — R-38 Roof (R.38.2x14.16) 316.0 0.02801 44.01 R-21 Wall (W.21.2x6.16) 328.4 0.0592 1 44.0 Special Semco Wood Frame 25.0 0.42001 44.01 Special (Semco) Wood Frame j 42.6 0.36001 44.01 Slab -On -Grade perimeter= 36.0 I 44.51 I I ! — �-- — j---- I. -- - — - I !� -- - j r-� I _ _ Items shown with an asterisk (') denote conduction through an interior -Infiltration: 1.00 x 1.072 X [u. L� Sc�u a AirSensible Fraction surface to another room. �-- 316 X 11.00 rea Cellmg I 1.00 / 601 ACR Page Total: 44! pT TOTAL HOURLY HEAT LOSS FOR ROOM 6,717 P EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page:41 of 54 ROOM HEATING PEAK LOADS Project Title Baden Residence Room Information Room Name Floor Area Indoor Dry Bulb Temperature Design Conditions 13drm 3/Bath 3 Time of Peak 395 Outdoor Dry Bulb Temperature 70 OF /02 Jan 12 am 26 OF Conduction Area U -Value OT OF Btu/hr 395.0 X 0.0280 X 144.01 = _ __ 487; 639.1 X 0.0592 X 1 44.0 = — 1,665 1 50.6 X 0.36001 X 1 44.01 = ! 8021 36.3 x 0.42001 X 1_ 44.01 = I 6721 perimeter 66.0 X X= 2,93 _ x XEn I x I x x I x I X X X X x x I 1 X _� X 1 = x _—_l x I X �— 1 X r-- � _ r------•—� 1 ------ --j I -- ------ -- + -- — ; — x x i---- -- _ -- ---- -- -� = I- _ � x ; x x r 1 x x 1 x r----� x _ X 1� I X X — ! x I---� __-- i I x x x _� - —i x ' x �. x _ 1 —) x i xxx = J x I x -I x x �. x x I = x x �I = x x l I = x x = I x x _ x x I = I x ! x x1 1 x x 1 X - -- ' J x 1 x Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: I 6,5621 Infiltration: 1.00 X 1.072 X 395 X 11.00 X 1.00 / 60] X = r 3,416 —Sc e u e Air ensi6le Area Cedineig t AC pT , Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 9,978 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page:42 of 54 I ROOM HEATING PEAK LOADS . Project Title Date Baden Residence 14/3/02 j oom Information Design Conditions Room Name Guest Housel Time of Peak Jan 12 am Floor Area 571 Outdoor,Dry Bulb Temperature 26OF Indoor Dry Bulb Temperature 70 OF i Conduction Area U -Valu e AT of Btu/hr 1 571.01 X 1 0.0280 X ��44.01 _ _ 7041, 1,078.0 X. 1 0.05921 X f 44.01 = j 2,808 101.2 X 0.3600 X 1 44.0 j _ 1,603 52.8 X i 0.4200 X 44.0' = ±— 9761 j perimeter= 112.0 X I I X _44.51 _ 4,9841 i x X i x X _ I I x x —� X x L = X X = I� X x i X x = X X = X i X � — X X 1 i C � X x —i X --� x — - X 1 _ I x' x � ----- ' X X = I I I � � I I j= X---- X—- �• _ ---I I— -- -- x x —i x ---� x x l I x I — x -- i X I— x x I = I - x + -- X -� _ '--- ---I x x x x x x j x 1 x 1 I x x = ;- -- X I X _ J x x x x = �� I x x Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: 11,0751 Infiltration: i 1.00' X 1.0721 X I 571 X 11.001 X 1.00 / 601 X t `'`�I = 4,938 Sc edu a Air Sensible Area Ceiling Height ACID— pT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 16,013 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page: of 2.1 EnergySoft User Number: 3665 Job Number: of 54� • 0 RESIDENTIAL ROOM COOLING LOAD SUMMARY Baden Residence 4/3/02 Project Title Date Room Name Mst Bdrm/Sitting RM Design Indoor Dry Bulb Temperature: Design Outdoor Dry Bulb Temperature: Design Temperature Difference: Conduction ,R-38 Roof (R.38.2x14.16) ,R-21 Wall (W.21.2x6.16) ;Special (Semco) Wood Frame Special (Semco) Wood Frame I I I 740F 112°F 38OF Area X X X X X j X X X U -Value ( 0.02801 0.0592 X X X X X X Xxx I X DETD 1 = = = = =1 = =� Btu/hr 950.0 -79591 55.0 r- 1, 43 ' 1,6311 277.3 34.6 0.42001 38.0 I 4,4261 126.81, 0.3600 38.0 I' 1,7351 i i �{ 1. Design Equivalent T'e'mperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Shaded Unshaded Solar Gain Orientation . Area SGF Area SGF U2 (North) 1 28 (North) W1 (Northeast) V2 (Northeast) 27 ' (Northeast) Y1 X1 Z1 (Southwest) (Northwest) (Northwest) 25 (Northwest) _1 Page Total i 9,254 SC Btu/hr 0.01X 19+1 9.61XL 151)X 0.326-i 41 1 0.0 X1 15+1 51.4 X� 15)X 0.253=) 195 0.0 X� 111 + 70.11.X i 48)X' 0.326 = 1,0981 0.01 XI 7S + 9.6 X 48)X 0.326 = 150j 0.01 X 13 + 51.41 X ' 48) X 0.253 = 623 0.0 X 1 + 15.0 X 62) x 0.326 = i 303 0.0 x 19 + 111.01 X !, 48 ) X I 0.326 =1.1738 0.0 X -1-91 + _ 62.0 x II48) X 0.326 = 971 0.0 X 19 + 1 24.0 X 48) x I 0.253 I- L- L� I x �+ x --� --) X� -_�-- I Sched. Page Total A 5,a17 Internal Gain Frac. Area Heat Gain Btu/hr Lights 1.00 X 950 X 0.000 Watts/sgft x 3.412 Btuh/Watt = 0 Occupants 1.00 x 950 x 255 Btuh/OCC. / 250 sgft/OCc. = 969 Receptacle 1.00 x 950 X 0.200 Watts/sgft x 3.413 Btuh/Watt = 648 Process X1.00 X� 950 x 0.000 Watts/sgft x 3.41 Btuh/Watt = o Infiltration: I _ 1.00 x I 1.0721 X 1 950' x 1 12.00 x 1.00 / 60� 38 = ( 7,740] Sche�u a Sens a Area Cell of gTfe gh�t- AC p Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 24,029 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.001 x 950 x 2251 Btuh/occ. / (_ 250 sqft/occ. = ' 8551 Receptacle 1.00 x 950 x 0.000 Watts/sgft X 3.41 Btuh/VVatt 01 Process 1.00 X 950 x 0.000 Watts/sgft x 3.41 ; Btuh/Watt = j - 1 Infiltration: 1.00 X 4,806 X 95 X 12.00) X 1.00 / 60] 0.00370 Sche u e ' ATLatent- Area Cell n( g Nelghi p Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 4,230 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page:44 of 54 .• RESIDENTIAL ROOM COOLING LOAD SUMMARY Baden Residence 4/3/02 Project Title Date Room Name Design Indoor Dry Bulb Temperature: Design Outdoor Dry Bulb Temperature: Design Temperature Difference: Office/Study/Bath 740F 112°F Conduction Area U -Value DETD 1 0.0280 0.05921 0.4200 0.36001 1--'---- t - IR -38 Roof (R.38.2x14.16) 1 iR-21 Wall (W.21.2x6.16) ;Special (Semco) Wood Frame J Special (Semco) Wood Frame G 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Shaded Unshaded Solar Gain Orientation Area SGF Area SGF 12 18 Z2 G2 H2 I I i 1 380F Btu/hr 55.0 = 493 i 34.61 = I 6781 ! 38.0 = 1 1,165 { 38.01 = �. 547! Page Total 2,s83 SC Btu/hr I (East) 1( 0.0 X �5 + 03 0 x 73 ) X 0.3261 = 1 715! (Southeast) 1(- 0.01 X 1 15 + 1 40.01 x 621) x 0.253 = 626, (Southeast) ( 0.0 X 1�, + 10.01' X i 62) X 0.3261 = I 202 I (East) (� 0.01 X 15, + �- 3_0! X 73) x 1 0.3261 = 1 71 (East) (i 0.0 X 15 + I 30.1 x ! 731) x 0.326 _ I- 7151 F__1 _-1 X 1 �+ 1 --I x �- -> x i=1 I_ dxxLl1+�,X�)x =� Sched. Page Total E 2,329 Internal Gain Frac. Area Heat Gain Btu/hr Lights 1.00 X 320 X 1 0.000 Watts/sqft X 3.41 Btuh/Watt = o� Occupants 1.00 X 3201 x ! 2551 Btuh/OCC. / j--- 2501 sgft/occ. = r 3261 Receptacle i 1.00 X1 3201X �- 0.2001 Watts/sqft x , 3.4131 Btuh/Watt = 2181 Process ! 1.00 X! 3201x 0.000 Wattslsgft X j 3.413 Btuh[Watt =i _ -_01 Infiltration: [ 1.00 x 1.072 X 320 x F 12.00 X L-- 1.00 / 60] � 38j = 2,607 Schedu a lr eS nsi6 a Area ceiling eig ACA pT� Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 8,365 EnergyPro 2.1 By Energysoft User Number: 3665 Job Number: Page: 45 of 54 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 x 320 X 1 225 Btuh/OCC. / 250 sgft/OCc. = 1 288 Receptacle 1.00 X! 320 X I 0.000 Watts/sqft x! 3.413; BtuhfWatt = ! 01 Process 1.00 XL 320 X ; 0.000 Watts/sqft X 1 3.4131 Btuh/Watt = Infiltration: L 1.00 X _ 4,806 X X _12.001 x 1.00 Area / 60 0.003701 ScFedu a Fraction Air Limen Ceiling Helghf AC - �yy TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,425 EnergyPro 2.1 By Energysoft User Number: 3665 Job Number: Page: 45 of 54 I^+_! RESIDENTIAL ROOM COOLING LOAD SUMMARY Baden Residence 4/3/02 Project Title Date Room Name Design Indoor Dry Bulb Temperature: Design Outdoor Dry Bulb Temperature: Design Temperature Difference: Mst Bath/Closet 740F 112°F 380E Conduction Area U -Value DETDBtu/hr 679.0; X 781.0 - X 64.0 X X X X _ X x 'X x o = I �,oas� x 34.6 I 1,600 x 38.0 = i 1,0211 x = j -- x x = X i= X =1 X _ 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Shaded Unshaded Solar Gain Orientation Area SGF Area SGF A2 F2 ;� (North) (Southeast) B3 i (East) E2 (East) C2 B2 (Southwest) (Southwest) D2 (Southwest) F2 j (Northwest) / j 2501 sgft/occ. = i 611 L i! Page Total 13,s SC Btu/hr i 0.0Xi+ 3.0;X1 1)X4_0.3261=�151 0.0' X I 15, + 5.0 x 62) x , 0.3261 = 1 101 0.0 x j 15; + F4.01 X 73 ) x - 0.3261 = 951 0.0 x 6, + 12.01 X I 73) x 0.326 = 286 0.0 X 15 +12.0 X 62)x i 0.326 = 243 0.0 x 15 + 12.0 x 62) X 0.326 = 3 4 _ 2243 . 0.0 x 1 + 12.012.0 x 62) X 0.326 = 243 0.0x 1+ 4.0 X 48) X 0.326 = 6 x+i ixL )x Page Total 1,288! Sched. -- Internal Gain Frac. Area Heat Gain Btu/hr Lights 1.00 x 679 X 0.000 Wafts/sqft X 3.41 Btuh/Waft 0 Occupants 1.00 X 679 x 255 Btuh/OCC. / 1 250 sgft/occ. = 693 Receptacle 1.00 X 679 X0.200 Watts/sqft X 3.413 Btuh/Watt ( 463 Process 1.00 x 679,X 0,0001 Wafts/Sgft x 3.41 Btuh/Watt = 0I Infiltration: 1.00 x L 1.072 x 679 x , g 11900 x 1.00 /60 0 38 = 5,071 c e u e Air Sens a Area Cell n e ICC Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 11,183 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants -� 1.00 X 679,x 2251 Btuh/OCC. / j 2501 sgft/occ. = i 611 Receptacle 1.00 X 6791x 0.000 Watts/sqft x 3.41 Btuh/Watt = 1 01 Process 1.00 X 679 X i o.000 Wafts/sqft X j- 3.413; Btuh/Waft = j 0 Infiltration: 1.00 x 4,8061 x 6791 -=Schedule Alr-Latera a x 11.00 X � 1.00 C / 601 0.00370 = 2,212 relC Fraction Calling e g /�,yy TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2,823 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page:46 of 54 S RESIDENTIAL ROOM COOLING LOAD SUMMARY Baden Residence 4/3/02 • Room Name L� • Date Fmly/Kit/Pantry/Hall Design Indoor Dry Bulb Temperature: 740F Design Outdoor Dry Bulb Temperature: 1120F Design Temperature Difference: 38OF Conduction Area U -Value DETDBtu/hr IR -38 Roof (R.38.2x14.16) j j I ! 1 I 1,145.0 X 950.61 X 163.4] X j 158.0, X i X X i I X i x X IR -21 Wall (W.21.2x6.16) ;Special (Semco) Wood Frame ;Special (Semco) Wood Frame 1 1 (North) (North) IA 1 (Northeast) L1 j 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Shaded Solar Gain Orientation Area SGF P2 j (North) 34 (North) 35 (North) 1 02 Imi 1 (North) (North) IA 1 (Northeast) L1 j (Northeast) K1 I (East) 37 jl (East) H1 1 -(South) X 55.011 = I 1,7641 X 34.6 = f 1;9471 X 38.0 = 11 _ 2,6081 X 38.01 = i 2,1611 _! ! X I X IL _ Page Total 8,asol Unshaded Area SGF 0.0 X� 5 +9.0 X 15) 0.0 X 1S+ 57.0 X 15) 0.0 X` 1.5+ 5 + 57.0 X 15) j 0.0 X` 15� 51 +1 9.0'X) X_+� 18.71X 15) 11 0.0 X Ali + 51.911 X I(� 481) 0.01X1 _ 6+ 1871X1 481) 0 xi 15+ �- 10.7 X ;_ 7311) 1 0.01X 19+ 22.01x1 73) 0.01 XI 15+ 16.OiX 32) SC Btu/hr X 0.326 = �1 x 0.253 = 216 11 X I 0.2531 = 216 x j 0.326 = 1 441 X 1 - 0.3261 = i 92 X� 0 =1 813 X i 0.326 = I-- 293i X I 0.326 = i 255i x i 0.2531 = 1 4061, X 0.326 = 167' Sched. Page Total452 51 Internal Gain Frac. Area Heat Gain Btu/hr Lights 1.00 X 1,145 .x0.000 Watts/sgft x F 3.41 Btuh/Watt = 011 Occupants 1.00 X 1,1451 255 Btuh/OCC./ I 250 sgft/occ. = 1,168 Receptacle 1.00 X! 1,1451x j 0.200 Watts/sqft X l_ 3.413 BtuhfWatt = 7821 Process 1.00 XI�-1,145�jX 0_000 Watts/sq X t _3_413 etuh/Vllatt = _ _ of Infiltration:[ 1.00 x L _ 1.072 x � j 1,1451 X ! 12.001 x 1.001 /6 1_ 381 _ 9,3291 sche u e Air Sens a Area Cell ng elg ACH- Fraction pT- TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 23,257 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 1,145 X 225 Btuh/OCC. / 250 sgft/occ. = 1 1,0301 Receptacle I 1.00 X 1,145jx I 0.000 Watts/sgft X 3.413! BtuhfWatt = I 0 Process 1.0011 x 1,145 X 0.0001 Watts/sqft x f � Btu hf Watt = j 011 Infiltration:1.00 X 4,806 X 1145 x 12.001 X l,_ 1.00 / 60� 0.00370 = o -scheduie 4-,_ Latan Area Cel nI g Heigh, ACH Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 5,099 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page:47 of 54 u RESIDENTIAL ROOM COOLING LOAD SUMMARY Baden Residence 4/3/02 Project Title Date Room Name Fmly/Kit/Pantry/Hall Design Indoor Dry Bulb Temperature: Design Outdoor Dry Bulb Temperature: Design Temperature Difference: 74° F 112°F 3$°F Conduction Area U -Value DETD 1 . Btu/hr 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Shaded Solar Gain Orientation Area SGF Page Total I 1 Unshaded Area SGF SC Btu/hr (West) (i O.OI X 15 + — 10.71 X 73) X 0.326 = ; 255 (West) (� 0.0 x 3 + 22.0 x 731) X H 0.253 = 406' (Northwest) _ (� 0.0 x 15 + —18.7 x 48) X , 0.326 = 293' L— --I -- j i + x ` I)x:�_ j2] �----- L- I X I - —t i----- �---1 _ ` X Sched. Page Total i 953 j Internal Gain Frac. Area Heat Gain Btu/hr Lights 1.00 x 1,145 X 0.000 Watts/sgft x ' 3.41 Btuh/Watt = �0' Occupants 1.00 X 1,145 X 255' Btuh/OCC. / 250 sgft/occ.= 611 8 Receptacle 1.00 X 1,145 x 0.200 Watts/sqft x 3.413 Btuh/Watt = 782 Process 1.00 x 1,145 X 0.000 Watts/sqft X 3.412 Btuh/Watt = 0 Infiltration: 1.00 x 1.072] x 1,145 x 12.00 x 1.00 /60 38 = 9,3291 Scheti-ur Air Se�b�a Area Ce ng e g A� N Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 23,257 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 1,1451x 225 Btuh/OCC. / 2501 sgft/occ. = 1,0301 Receptacle 1.00 xI 1,145 X 0.000 Wafts/sqft X 3.41 Btuh[Waft = I 01 Process 1.00 XI 1,145]X i 0.000 Wafts/sgft X L 3.413 Btuh/Watt =' 0' Infiltration: [ 1.001 X 4,806 X �' .X 12.00 x 1.00 / 60, 0.00370 = 4,068 Schedule Atr Latent— Area CeII nT g He g AC J /Sw Fraction • TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 5,099 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page:48 of 54 0 i RESIDENTIAL ROOM COOLING LOAD SUMMARY Baden Residence 4/3/02 Room Name Design Indoor Dry Bulb Temperature: Design Outdoor Dry Bulb Temperature: Design Temperature Difference: Conduction 1R-38 Roof (R.38.2x14.16) 1 R-21 Wall (W.21.2x6.16) 1 Special (Semco) Wood Frame Special (Semco) Wood Frame Area 1,289.0 ! 1,527.41 458.2 356.41 I I Liv/Fyr/Bar/Pool Bath/Hall 74°F 112°F 38°F U -Value DETD 1 X 0.02801 X 55.0 X 0.0592 X 34.61 X , _0.3600 X 38.01 X �- _0.42001 X _ 38.01 X 1 X X X1 ! X X xX X X 1 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. .Shaded Unshaded Solar Gain Orientation Area SGF Area SGF 30 i (North) S2 _ (North) 131 I (North) 1Q2 !Add _ (North) ; (North) Add -1 (North) P1 11 (North) 58 11 Q1 117 � (North) ' (East) (South) Page Total Sc Btu/hr 1,9851 3,129 JI = 1 6,2681 5,6891 ! I 17,0711 Btu/hr 0.0 x 15 + L-93.4' X 151)x 0.253 = 354 0.0 x 15 + ! 55.5 X 15) x 0.326 = { 2721 0.0 x E-15; + I 100.0 X 15) X 0.253 = _ 3791 1 0.01 x i 15, + I -- 88_0J X 15) X 0.326 = 431 1 -0.01 X1 15, + ! 4.0 X 151) X 1 0.326 = 1 20 - ! I 0.0 x Ir 15; + 4.04.0 X __1 5) X 0.3261 = 1-_ 201 0.0 x ��1 J&J5 + L 50.6 X 1 15)x 0.326 = ( 248 0.0 X1 15i+i 18.01 Xi 15)X1 0.253=i 681 0.0 X + 26.2 X [�723) XII 0.326 = i 625 0.0 X 1 + 93.4 X ) X 0.253 = -7551 Sched. Page Total 3,170, Internal Gain Frac. Area _ Heat Gain Btu/hr Lights 1.00 X! 1,289 x I _ o.000 Watts/sqft X 1 _ 3.41 Btuh/Watt Occupants 1.00 XI [EE1,289 x 2551 Btuh/OCC. / ; 2501 sgft/occ. = 1 1,3151,315 Receptacle 1.00 X 1,2891 x 0.2001 Wafts/sqft X 1 3.413 Btuh/Waft = I sso j {--- 01 Process I 1.00 X 1,2891X `- 0.000 Watts/sgft x i _ 3.413, Btuh/Watt. = _ _ _ _ r Infiltration: 1.00 X L 1.072 X E 1,2891 X 15.50 X 1 1.00 / 601 38 = j 13,566! Fracu e i e5 nsible rea Celling HeTgTt ACH pT Fraction Al TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 38,931 TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 7,076 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page:49 of 54 I Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 1,289 X 1 225 Btuh/occ. / 52 01 sgft/occ. Receptacle 1 1.00 x11,289 X i 0.0001 Watts/sgft x 1 3.413 Btuh[Waft = 1 0l Process 1 1.00 x! 1,2891 x 1 0.0001 Watts/sqft x E 3.41 Btuh/Waft =[ o I Infiltration: [ 1.00 x 6 x 1_ 1,2891 x I 15.501 x 0 / 601 0 03701 = c5-hedr� Fraction AIFLaze- rea Ceiling Height ACN- -i pyy TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 7,076 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page:49 of 54 I RESIDENTIAL ROOM COOLING LOAD SUMMARY Baden Residence 4/3/02 • Project Title Date Room Name Liv/Fyr/Bar/Pool Bath/Hall Design Indoor Dry Bulb Temperature: 740F Design Outdoor Dry Bulb Temperature: 112 F Design Temperature Difference: 38OF Conduction Area U -Value DETD 1 Btu/hr is • 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Shaded Unshaded Solar Gain Orientation Area SGF Area SGF L2 i (South) IL2-1 (South) 11 A (South) (South)_ B j, (South) i BB. I (South) 2 j j (South) R1 - j I (West) -� (� 0.01 1(i x 1919 + (I 0.0 (�01 ( 0.0 X x x 15 + 1 + X15 + ( 0.0 x X xl x X1- 1 + 5 + 15+ -151+ i+ ( 0.0 ( 0.0 OJO Page Total SC 38.81 X 32) X I 0.326 = 4.01 X 32) X 0.326 60.0 X 32) X 0.253 = 16.2 X 32) x, 0.3261 = 38.8 X 32) X 0.326 = - 4.0 X 1 32) x 0.326 = 93.4 X ; 321) X 0.253 = �-_-.26.21 x_- 73�) x 1 0.3261 =x I I X. L Btu/hr 4051 42 485 170 405 421 755 i -- --- 6251 MR Sched. Page Total L_ ...... - --2,9291 Internal Gain Frac. Area Heat Gain Btu/hr Lights 1.001 X 1,2891 X 0.0001 Watts/sqft X 3.413 Btuh/Waft 0 Occupants 1.00 X 1,289,X 255 Btuh/OCC. / 250 sqft/occ. = 1,315 Receptacle 1.00 X 1,289 x 0.200 Watts/sqft X 3.413 Btuh[Waft = 880 Process 1.00 x 1,289 X 0.000 Watts/sqft X 1 3.412 Btuh/Waft = 0 Infiltration: 1.00 X 1.072' X 1,289 x 15.50 X 1.00 / 60] 38 = 13,5661 Sche- a Alr ens a Area Cell ng e,g ACH Fractlon TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 38,931 EnergyPro 2.1 By EnergySoft User Number: 3665 . Job Number: Page: 50 of 54 1 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants Receptacle 1 1.00 1.00 x 1,2891X x! 1,289 1 2251 Btuh/OCC./ X 0.0001 Watts/sgft 52 o sgft/occ.= x 3.41 Btuh/Waft I 61 11 0 i Process 1.00 X 1 1,289 X , 0.000 Wafts/sqft X 1 3.413 Btuh/Watt 0 Infiltration: L 1.00 Sche u e X 4,806 x 1,289 X 15.50 x 1.00 ra en Area Calling Reight CPI / 60] 0.00370 = 5,916 Fraction pvy TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 7,076 EnergyPro 2.1 By EnergySoft User Number: 3665 . Job Number: Page: 50 of 54 1 • • RESIDENTIAL ROOM COOLING LOAD SUMMARY Baden Residence 4/3/02 Project Title Date Room Name Design Indoor Dry Bulb Temperature: Design Outdoor Dry Bulb Temperature: Design Temperature Difference: Conduction R-38 Roof (R.38.2x14.16) ,R-21 Wall (W.21.2x6.16) Special (Semco) Wood Frame ;Solid Wood Door Special (Semco) Wood Frame Din/Hall/Laundry 740F 1120F Area U -Value DETD 1 X 0.0280 X 55.0 X 0.0592 X 34.6 x 0.4200 X 38.0 X _ 0.3872 X I- 34.6 X 0.36001 X 1 38.0 r X x x 1 x I--- ' x jx x x 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Shaded Unshaded Solar Gain Orientation Area SGF Area SGF H (North) E1 ; (North) 40 (East) Z (South) 3 N2 G 1 I 1 Ij (Southwest) I (Southwest) (West) i (West) Page Total SC 380F Btu/hr 1 1211 121 _ 2,0571 1,925 322 2,944 =i 8 Btu/hr 0.01 x 1 1 5' + 29.11 X 15) X I 0.326 = 1421 0.0 X S + 12.0 X 15) X 0.326 = j 59 0.0 x 15,' + 86.6 X 73) X 0.253 = 1 1,597 0.0 x' 15 + 48.4 X 32) X 0.326 = 505 0.0 X 15"+ i 50.6 X 62) x 7921 0.01x 15+! 4.01X1_____62) X 0.3261=! 811 0.0 x 15 + I 27.1! X 73) X I 0.326 = ~ 645 0.0 x' 15, + 1 78.01 X 73) X 0.253 = 1,438 �x+--X � X I ) -I I � I- X +�� x�)x== Sched. Page Total 5,261 Internal Gain Frac. Area Heat Gain Btu/hr Lights 1.001 X 728 X 1 0.000 Watts/sgft X 3.41 , Btuh/Watt Occupants 1.00 X 728 X I 2551 Btuh/OCC. / �250 sqft/occ. = I 743 Receptacle 1.001 X 728 X 0.200 Watts/sgft X1 3.413 Btuh/Watt = 1 4971 Process 1.00 X 7281 X L 0.000 Wafts/sgft x 1 _3.41 Btuh/Watt = ! - _- 0i Infiltration: 1.00 X _ 1.072 X r 7281 X 11.001 X 1.00 /601 38 = 5 371 cheau a Alr Se�61e Area Ceil ni g Helgfit AC p Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 20,306 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X7281x 225 Btuh/occ. / 250 sgft/occ. 655 Receptacle 1.00 x 728 X 0.0001 Watts/sgft X I 3.41 , Btuh/Watt = (Process 1.001 x 728,X 0.0001 Watts/sqft x i 3.413 BtuhfWaft = 1 01 Infiltration: - 1.0o X 4,806 X 1 7281 X �,p0 X 1.00 / 60 0.00370 = 2,3711 Schedule Air Laien Area Ceiling Heig A•C' Dyy Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 3,026 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page: 61 of 54 1 • • RESIDENTIAL ROOM COOLING LOAD SUMMARY Baden Residence 4/3/02 Project Title Date Room Name Design Indoor Dry Bulb Temperature: Design Outdoor Dry Bulb Temperature: Design Temperature Difference: Bdrm 2/Bath 2 74°F 112°F 38°F Conduction Area U -Value DETD 1 Btu/hr R-38 Roof (R.38.2x14.16) ,R-21 Wall (W.21.2x6.16) Special (Semco) Wood Frame Special (Semco) Wood Frame 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Shaded Solar Gain Orientation Area SGF Jj (West) ( 0.0 K (West) ( 0.0 4 (Northwest) ( 0.0 0.253 w ( I I X 55.0 = j 4871- X 34.6 = i 673; X 38.0 = ; 3991 X 38.0 = 1 583 X = X = X = X Page Total 1 2,141 Unshaded Area SGF Sc 22.01 3.0 X X X X x X x 1 x X 73) X j x )X )X )x )x )X ): 0.326 73)x' 0.326 42.6 48) 0.253 w I I Btu/hr _ 524 71 517 _ = I Sched. q Page Total i_ 1,1121 Internal Gain Frac. Area Heat Gain Btu/hr Lights 1.00 x 316 X 0.0001 Watts/sgft X 3.41 Btuh/Watt = 0 Occupants 1.00 xF 316 x 255 'Btuh/OCC. / 2501 sgft/occ. = 322 Receptacle 1.00 X 316 X 0.200 Watts/sqft x 3.413 Btuh/Watt = 216 Process 1.00 x 316 x 0.0001 Watts/sqft X 3.41 Btuh[Watt = 0 Infiltration: [ 1.00 x 1.072 x 316 x I 11.00 x 60], 38 = 2,360 c e u e lr ens a rea Caning Height C'ri— pT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 6,151 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 316 X 225 Btuh/occ. /250 sqft/occ. = 2841 Receptacle 1.00 x 316 X 0.000 Watts/sgft x 3.4133.413 Btuh/Watt = 0� Process 1.00 x 316 x 0.000 Watts/sqft x 3.413 Btuh/Watt = I 0 Infiltration: [ 1.00 x 4,806 x 316 X. 11.00 X 1.00 / 60] 0.00370 = 1,029 S�r�u a r a en rea Cetl ng e g C pW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,314 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page: 52 of 54 0 • RESIDENTIAL ROOM COOLING LOAD SUMMARY Baden Residence 4/3/02 _ Project Title Date Room Name Bdrm 3/Bath 3 Design Indoor Dry Bulb Temperature: 740F Design Outdoor Dry Bulb Temperature: 112° F Design Temperature Difference: 38OF Conduction Area U -Value DETD 1 Btu/hr R-38 Roof (R.38.2x14.16) R-21 Wall (W.21.2x6.16) Special (Semco) Wood Frame Special (Semco) Wood Frame X 55.0 = 608 X 34.6 = 1,309 X 38.0 = 692 X 38.0 = I 580 X = X = X X �= I X = 1. Design Equivalent Temperature Difference (DETD) Page Total 3,190 Items shown with an asterisk (') denote conduction through an interior surface to another room. Shaded Unshaded Solar Gain Orientation Area SGF Area SGF SC Btu/hr 8 (North)0 0 ( x 1+ 50.61 X 15) X 0.2531 = 1921 y i (East) (I 0.0 X 1 + 15.5 X 73) X I 0.326 =3691 X (South) ( 0.0 x l 15 + 3.1, X 32)x 0.326 = 33 W H (South) _ ( 0.0 x 15' + 17.71 X 32) X 0.326 = 185 ( X + X )X _ ( x + x )x - i ( x+ X )x =� ( x + XF )x (1�j x +_fix I Px1 j1=� Sched. Page Total 779 Internal Gain Frac. Area Heat Gain Btu/hr Lights 1.00 X 395 X 0.000 Watts/sqft x 3.41 Btuh/Watt = oj27 Occupants 1.00 X 395 X 255 Btuh/OCC. / 250 sgft/OCc. = Receptacle 1.00 X 395 X 0.200 Wafts/sqft X I 3.413 Btuh/Waft = Process 1.00 X 3951X 0.000 Wafts/sgft x 1 3.41 Btuh/Watt = of Infiltration: 1.00 X 1.072 X 395 X _ 11.00 x 1.00 / 6�] 38 _ = 2,950 —Sc e u e lr Sensible Area Ceiling Reiigw p Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 7,591 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 395 X 2251 Btuh/OCC. / 250 sgft/OCc. = 356 (Receptacle 1.00 X 395 X 0.000 Watts/sqft X 3.41 Btuh/Watt = j 01 Process 1.00 X 385 X 0.000 Watts/sgft X 3.413 Btuh[Waft = �- o f Infiltration: [ 1.001 x 4,806 x 395, x 1. -6i.4 -"1i--900 _11.00 x 1.00 /60 0.00370 = 1,287) Schedule Air Limen Area Ceiling e g AC �yy Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,642 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page: 53 of 54 0 I 1 LJ RESIDENTIAL ROOM COOLING LOAD SUMMARY Baden Residence 4/3102 Project Title Date , Room Name Guest House Design Indoor Dry Bulb Temperature: 740F Design Outdoor Dry Bulb Temperature: 1120F Design Temperature Difference: 38°F Conduction Area U -Value DETD 1 Btu/hr R-38 Roof (R.38.2x14.16) R-21 Wall (W.21.2x6.16) IS (Semco) Wood Frame Special (Semco) Wood Frame 571 101 0.0280 0.0592 0.3600 0.4200 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Shaded Unshaded Solar Gain Orientation Area SGF Area SGF 12 1 (North) 11 I (North) Add (North) T (South) S -(South) . Q (South) 55.0 34.6 38.0 38.01 Page Total SC = i 8791 2,208 1,384 843 =1 I I 5,3151 Btu/hr 0.0 X 15+ •50.6 X 15) X 0.253 = 192 0.0 X 1 + 50.6 X 15) X 0.253 = 192 0.0 X 1 d, + 4.0 x 15) X 0.326 = 20 0.01 X 1 + 27.1 X 32) x 0.326 = 283 0.01 x 1 + 17.7 x 32) x 0.326 = 185 0.0 X 1 + 4.0 X 32) x 0.326 = 42 XI + X )X = x -� x ) x _I = x + 1 X. x +xL--f)xI Sched. Page Total j 913 Internal Gain Frac. Area Heat Gain Btu/hr Lights 1.00 X 571 X 0.000 Watts/sgft x XAIM3 1 Btuh/Watt = o Occupants 1.00 X 571 X 255 Btuh/OCC. /, sqft/occ. Receptacle 1.00 X 571 X 0.200 Watts/sqft x Btuh/Watt 390 Process 1.00 x 571 x 0.000 Watts/sqft XBtuh[Watt = Infiltration: 1.00 x 1.072 x 571 x x 1.00 160] 38 = 4,265 �ceue Ar ens a Area Ce ng 11.00 eig p Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 11,464 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 x 571 X 225 Btuh/OCC. / 250 sgft/occ. = I 5141 Receptacle 1.00 x 571 x 0.000 Wafts/sgft x 3.41 Btuh/Watt = 0 Process 1.00 x 571 x 0.000 Watts/sqft x 3.41 Btuh/Waft = 0 Y Infiltration:- 1.00 x 4,806 x 571 X 11.00 x 1.00 160] 0.00370 = 1,860 ceue a en Area Cei ng e g ACFi� �W Fra ctlon TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2,374 EnergyPro 2.1 By EnergySoft User Number: 3665 Job Number: Page: 54 of 54 1 I ENGINEERING DATA 640UF-1 MERIT 80 SERIES Up-Flow/Horizontal AFUE - 80.0% Input - 44,000 to 110,000 Btuh (12.9 to 32.2 kW) . Add-on Cooling - 1 to 4 Tons (3.5 to 14.1, kW) 8rna Bulletin No. 210278 June 2000 - - t - rA' / tq //Nk ASO, . ' sP HORIZONTAL POSITION UP -FLOW POSITION Typical Applications + I k } m Closet Installation With cooling coil 7 __ _ vz_�, Attic Installation With cooling coil and electronic air cleaner G 40 U H- 24 A- 045 X Unit Type _J Low NO Units meet California G - Gas Furnace x " Series Nitrogen Oxides standards 40 - Merit 80% Nominal Gas Heat -Input 045 - 44,000 Btuh (12.9 kW) 070 - 66.000 Btuh (19.3 kW) 090 - 88,000 Btuh (25.8 kW) Configuration ElCabinet Width 110 - 110,000 Stuh (32.2 kW) UH - Up-Flow/Horizontal A - 14-1/2 in. (363 mm) B - 17-1/2 in. (445 mm) C - 21 in. (533 mm) r Evaporator coils with the same letter designation will physically match the furnace. Nominal Add -On Cooling Capacity 24 - 2 tons (7.0 kW) 36 - 3 tons (10.6 kW) 48 - 4 tons (14.1 kW) NOTE - Due to Lennox' ongoing commlttment to quality, Specifications. Ratings and Dimensions subject to change without notice and without incurring liability. Improper installation, adjustment, alteration, service or maintenance can cause property damage or personal injury. Installation and service must be performed by a qualified installer and servicing agency. X2000 Lennox Industries Inc. ' Sent By: LENNOX IND INC; 1* • 909 590 9897; Apr -17-01 9:31AM; Page 5 vCrasawun oases m t1tt ratY enc n t-tc MWV regLiMcne. to med comouslort aWmn retng la nonweatta®d turro es. NOTE-Fiters and orovieiona or mounting ere hat I�fed and must be end tT lite same C33 uncased models match the (umaces shaan but require an cipitional adapW hese, or field fabricated trensdon. See C33 cod bulletin for additional rftmaoen. M Roquksd for wopw operation at attitudes over 4.500 R (1370 m}. 13106isnabie polyurethane frame type fillor Model No. t340uHJBA-O7o C140(11i, 111411 11340UH-41154W Model No. - •'X" Modals % wwi-2M1443X G40UH-SAA-O= - - - - (QUM48&0= input - Bt uh (kW) 44,000 (12.9) 66.000 (19.3) 88.000 (25.8) Output - Btuh (kW) 36,000 (10.5) 54,100 (15.6) 72.100 (21.1) OcAFUE 80.0% Ca41hntia Serdrunal Emiciwwy -� 74.2% 74.8°% 75.7% 75.3% High static (AGAICGA) - in. w.g. (Pe) .50(124) _ Flue connection - in. (mm) round 4 (102) Gas pipe size IRS - in. (mm) 1/2(12.7) Temperature rise range - IF (°C) 35 - 65 (19 - 36 40-70 (22 - 39) Blower wheel nom. diameter 8 width - in. (mm) 10 x 7 (254 x 17B) 10 x 8 (254 x 203) 10 x 10 (254 x 254) Blower motor output - hp (W) .- -.-116 (149) `— - - _ - ' — 1/3(249) 1/2 (373) Tons (kW) of add-on cooling 1 •2 (3.5.7.0) 1 - 3 (3.5. 10.6) 2 4 (7.0 -14.1) Shipping weight - Ibs. (kg) 1 pxkago 1.21(55) 132 (80) 1 148 (88) 153 (69) F, lectrical characterlstics 120 volts - 80 hertz - 1 phase (less than 12 amps) [71 Matching C33 (up -flow cased) ! H33 (horizontal) Is C33 -18A -2F, C33 -24A -2F C33 -30A -2F, C33 -36A -2F C33 -38A -2F, CH33-18A-ZF, C 133.24/30A -2F, CH33.36A-2F C33-2 8-2F, C33,106-2F,C3.'i-.^8 F. C3338&2F, C33AM-2F C33 -48&2F, CH33-MB-2F, 0i33.478.2F, CH33d41486-2F ;ACf4l �CtL£$ffi�!!E�$.>M:QEYi9L>DleR6D E74i3 -- -__ — _ --- - - - Air Fitter and Rads Kit No. and size of filters - in. (mm) Horizontal (end) 871-95 - (1) 14 x 25 x 1 (356 x 635 x 25) 87L96 - (1) 18 x 25 x 1 (457 x 635x25) Side Return Single 44J22 or Ten Peds (88K63) - (1) 16 x 25 x 1 (406 x 635 x 25) EZ Etter Catalog Number - Shipping Wt - lbs. (kg) 73P55 - 6 (3) 73P56 - 7 (3) Base _ Dimensions - H x W x D - in. (mm) .....------ No. 8 size of fitter (field provided) in, (mm) 4 x 14-114 x 28-518 (102 x 382 x 727) 4 x 17-5/8 x 28518 (102 x 448 x 727 _................................. _....._....... .... -- - ----- ) t4 x ?$ x 1 (358 x 635 x 25) 16 x 25 x 1 (406 x 635 x 25) m High Altitude Pressure Switch Kit 581-32 49L90 Hormaylal Support Frame KA - Shipping Weight - lbs. (14) 5&Ha — 18 Itis. (8 kg) LPG/Propane KI t 45L80 Twinning M 13L38 vCrasawun oases m t1tt ratY enc n t-tc MWV regLiMcne. to med comouslort aWmn retng la nonweatta®d turro es. NOTE-Fiters and orovieiona or mounting ere hat I�fed and must be end tT lite same C33 uncased models match the (umaces shaan but require an cipitional adapW hese, or field fabricated trensdon. See C33 cod bulletin for additional rftmaoen. M Roquksd for wopw operation at attitudes over 4.500 R (1370 m}. 13106isnabie polyurethane frame type fillor * wxu over tmtaaaon U101[i wy basedon DOE teat proreares and acm6;r to FTC rmulaona tedMd aontestiail system mfr for nonweior-l-d nmmcm NOTE - Fitters and provisrarts for mountingg are not furnished and nwjW be tidy, p ed. lM The 6eme CM uncased models me" &.a Mmaws shown but require an opdonaJ adaptor bass or Ilekt fabcl *W translac,n . See C33 cop Glatln for additional Information. ,2] Required for propar operaiion A aftudes ovef 4,500 ft. (1370 m). M C1wriabts potyunahane rrnnw type f fter. M taus mrrhmctlon ante unit la 4 h. (102 mm) dianrieW. Moet apptretlans will realm 5 In. (127 mml veridnp old field slcpled 4 x 5 h. (102 x 177 mm) adeplcr. See VUnititg Tables in Uta Inatalafon hsa ciom for demied infamatim 0 No for vas w@r RAS bZaean ry Bora or wler 60C and 80DaLr wA2 we sir 47w reqjirvndita of 1800 &n (850 Us) or greeter. See RAD~ Perfomwice Tables fo odd6ord • IlHOrlrxlDafL G40UH f Page 4 ► or Modc1 tic. G4W&"brr110 G40UH48C-135 C,40U1+410tr110 G40U1"W4W G40UH-SOD-166 Input - Btuh (M) ) Apu N * 80.0 !e .- California n OA&iZY .6 High s 5W - In. w.g. 1 ,1Z Flue connection - in. (mm) mu 4 4 ® 0 Gas pipe srze fR - ln. (nxn) lim-PeraWre rise range - ' (*C) 40 - ( - ) -44) (1 - - f wheel nom. dna. 4fr width- In. mm) 1U X 1 U 254 x - x x Blower rnotor wdput - hp (W) 112 (373) 314 ( .......-..�� ons ado -on cooling + 7. - 17'9+-) Shipping weight - .tis. (g) I package 169 ( ) f7l ( 1 ( 61 (9i) EkwWcW characteristics v e phase(less than 12 amps I Matching C33 (up- cased) / CH33 (horizontal) Colis CH33-36C-2F, CH33-48C-2F, CH33,50/60C-2F 3 7F, 33.62D-2 CH33.60a2F, C7 r3362132F LM Ah Filler and Retic Ki( HOOZMW ( Number and size of Them - in. (mm) m - 111 - l x 25 x • x ^ f X T Ing Or en Peck (t16tt$3) - 1 16 x 25 x 1 x 835 x 26) EZ Filter Log Number - p oNg .- .( 1 Base Dimensions - H x W x 0 - in. mm 4 x -5 8 x 2&5/e x 548 x x x x 625 x size of MW ( -in. mm 20 x 25 X x 24x24x1(510X810X 25) f2'High Attitude Pressure Switch KA Horizontal Support Frame KA - 8111p. WF- bs. (k&) S" a---' -8lbs. (e Vol I RAO Return Air ase (12M72) LPG/Propane kit wwrining Kit * wxu over tmtaaaon U101[i wy basedon DOE teat proreares and acm6;r to FTC rmulaona tedMd aontestiail system mfr for nonweior-l-d nmmcm NOTE - Fitters and provisrarts for mountingg are not furnished and nwjW be tidy, p ed. lM The 6eme CM uncased models me" &.a Mmaws shown but require an opdonaJ adaptor bass or Ilekt fabcl *W translac,n . See C33 cop Glatln for additional Information. ,2] Required for propar operaiion A aftudes ovef 4,500 ft. (1370 m). M C1wriabts potyunahane rrnnw type f fter. M taus mrrhmctlon ante unit la 4 h. (102 mm) dianrieW. Moet apptretlans will realm 5 In. (127 mml veridnp old field slcpled 4 x 5 h. (102 x 177 mm) adeplcr. See VUnititg Tables in Uta Inatalafon hsa ciom for demied infamatim 0 No for vas w@r RAS bZaean ry Bora or wler 60C and 80DaLr wA2 we sir 47w reqjirvndita of 1800 &n (850 Us) or greeter. See RAD~ Perfomwice Tables fo odd6ord • IlHOrlrxlDafL G40UH f Page 4 ► or Sent By: LENNOX IND INC; 0 E 0 909 590 9897; Apr -17-01 9:32AM; Page 6 SolDIMENSIONS - INCHES (MM).- UP -FLOW POSITION *NOTE - 60C and 600 size units that require air vol- umes over 1809 cfm (850 Us) must have one of the following: 1. Single side return air with transition, to accornmo- date 20 x 25 x 1 in. (508 x 835 x 26 mm) disposable air filter. Required to maintain proper air velocity. 2. Single side return air with optional RAB Ratum Air Base 3. Bottom return air. 4. Retum air from both aides. 5. Bottom An_d one side return air. See Blower Performance Tables for additional in- formation. —Flue outlet may be horizontal but furnace must be ventad vertically A }�— 8 —ir{ 4116 t14) OPTIONAL EXTERNAL N SIDE RN AIR FILTER KIT (Either Side) 4 (1016)0 143/4 (375) 16 sl6 (1B) ( 314 (19) C 3/4 (19) 'Bottom Return Air Opening FRONT VIEW 3-3/4 (951�i .�—IIS FLUE OUTLET (Top) OPTIONAL EXTERNAL SIDE RETURN AIR FILTER KIT (Either Side) ime— 233/4 (603) 23 (635) - TOP VIEW 3-114 (83) Right TOP VIEW 28-1/2 as 6-1/6 (206) Left 33/ (7 ) 8116 (95) 19-7116 (14) (484) 14 (358} Right AIMf�i4i:: _-: 13-1/4 (337) Left 4-7/8 (124) Right 2-1/4 (57) Left - 2597) (5'97) -1/4 *Bottom Return Air Opening SIDE VIEW Model No. _. _ A 8 C t) In. mm In. mm In. mm In. 1Mn G40UH-24A-045� / 14-112 368 13-3/8 340 13 330 4-1/2 114 G40UH36A-070 '14-1/2 368 133/8 340 13 330 4-112 114 G40UH-36MDO 17-1/2 446 16-3/8 416 16 406 6 152 G40UH-488-090 17-1/2 446 16-3/8 416 16 408 6 152 G40UH48C-110 G40UH•48C-135 G40UH-60C-110 21 f 533 16-718 454 19-1/2 495 7-3/4 197 G40UH-600-135 G40U1+600-155 24-1r2 622 23-318 546 23 584 9-1/2 241 044UH / Page 5 ► Sent By: LENNOX IND INC, 909 590 9897; Apr -17-01 9:34AM; Page 9/25 0 inches (0 mm) [00 inches (0 mm) Rear 0 inches (0 mm) 0 inches (0 mm) - - - - _ - • 0 OPTIONALAPO 4 x _23 Overall 1 RETURN (102) (584AIR ) 14 1 ASE i 'Unit Opening (356) 1 '118-112rall 0) SIDE RETURN Alit FLOW AIR OPENINGS--------�-� ---_ -1 (Either Side) _3-1/4 (83) �-1(533) RA880C 3/4 2 ----- 20.112 (321) (19) 241/2 (622) RAB60D 718 FRONT VIEW (22) 27-518 (702 ) SIDE VIEW 'NOTE -Both return air openings must be covered by a single plenum. Overall opening dintenaions: 23 (584) W X 18-1/2 (470) H. UP -FLOW POSITION Vent Type Typo .81. TV" „CII Sides 0 inches (0 mm) [00 inches (0 mm) Rear 0 inches (0 mm) 0 inches (0 mm) Top 1 inch (25 mm) 1 inch (25 mm) Front 3 itches (78 mm) 3 incase (76 rrtm) Front (alcove) 24 inches (610 Ti 24 inches (010 mm) Front (service) 24 inches (610 mm) 7.4 inches (610 mm) } Flue 1 1 inch (25 mm) 1 6 Inch (152 mm) 1 NOTE -Air for corrftai0n and wuptYy of vw twm rear 00rnbon to the meatona maWwr! to An+MEM NMknal SWrtdard ONS1,i2 A) Natiortel Fuel Gas Cade or Nsdonal Smrtdwd d Certeda CANK)GAr149.1. & r AmrC,A.148.2'Irwaisflorl code for Gas Bunf>9 ApNWncat: - NoTE--4n she U.S. Oat el:i•tg mm cordorm to the nmdt0m3 ouihed In arrant GAMAAGA vwdrtg tables American National Startdard (AP1S72113,1) National Fuel Gas Cade or applicable prvvbts of Wcal txaleing rads. In Canada No snag rmd mrdurrn to dte ntedtode mAned M Naerxtel Stallard of Canada CAINCG4-149.1 and 2 t1;Laft side requirm 4 71. (102 mrn) i wino wall vera is treed on 14112 it. (366 mm) cabimm, 2 it. (76 mm) on 17_1 f2 at IW mm) cabmft. FILTER A1;fiESISTANCE wrn I 0 (0) 0.00(0) 200 (95) 0.01(0) 400 (190) 0.03(5) 600 (285) 0.04 (10) 800 (380) 0.06 (15) 1000 (470) 0.09 (20) 1200 (665) 0.12 (30) 1400 (660) 0.15 (35) 16M (755) 0.19 (48) 1600 (850) 0.23 (55) 2000 (945) 0.27 (65) 22M (1040) 0.33 (80) 2400 (1130) 0.38 (95) ---' _ 26M (1225) 0.44 (110) G40UN / Page 8 No. HORIZONTAL POSITION pending on altitude. See below for proper pressure regulator Vent Type Type "t31" type "C" p ds M2 Inches (51 mm) (D2 inches (51 mm) Rear 0 Inches (0 mm) 0 inches (o mm WTop WO Inches (0 mm) m0 inches (0 mm Front 3 inches ( 8mm 3 Inches (76 mm) Front (service) 24 inches (610 mm) 24 Inches (610 mm) Front (earvice) 24 inches (610 mm) 24 inches (610 mm) F r 0 inches (0 mm) 0 inchesIC mm) Flue 1 inch (25 mm) 8 itch152 mm) NOTE -Air tOr axrtu ton 3M "M ar ueIINIea0n num mraorrn W hrre ntetttods merwd a Am s= mo rel Stecroard 014.4-2223.11) Na6extal Fuel Cu Code or Nadwd Swidwd of Canada CANCr-A-148.1, & CANCC-A-1492 -Installation Cc& br Gas Bu nkV ApplianeW NOTE --In dtn U.S. true etartg must conte- b ting 11'all Oe m4ned In wmM GMWXGA vertbnp W*4 American NSWMI 8M Ward (A4.SFZ223.1) NraicnJ Fuel Gag C00e cr appkaDle pim4alons of bad bukWV codes. In Canada flat: ala•ty nrar4 M911wn to tfta methods audited in Nedonal Standard of Caroti a CANfCCA-149.1 end I. LIlLita cartbct Insletarion pMri3$W between *kBt WP «sides end kd*-9 )0lsts 11116H. ALLUDE INFORMATMN All models - Pressure regulator adjusbnent may be requirad de- pending on altitude. See below for proper pressure regulator setting. NanKotd Prt sure (Cutlet) In. w.9. (kPa) ALTITUDE ft. (m) FUEL 0-4500 4501.8500 5501-6500 8501-7500 (0-1372) (13731878) (1677-1981) (1982.2286) Natural Gas 3.5 (.87) 3.3 (.82) 3.2 (.80) 3.1 (.77) I-MPropane 10.0 (2.49) resfactoryre switch is factory set. o stment necessary. All models use t the factory installed Pressure sw9t h Ana 0.4500 feet (0.1370 m). Units re- quire a High Maude Pressure Switch kit if installed at attitudes above 4500 feet (1370 m). Order SOL32 for -045, -070 mode. Order 49L.90 for -090. -110, -135. -155 models. J E u VALUE 80 TM 80UHG UP-FLOW/HORIZONTAL GAS FURNACES Bulletin No. 210215 ENGINEERING DATA *80 0 to 80 50/- A F U E November 1997 45,000 to 120,000 Btuh (13.2 to 32.2 kW) Input Heating Capacity 1-1/2 thru 6 Tons (3.5 thru 21.1 kW) Nominal Add-on Cooling *Isolated Combustion System Rating for Non -Weatherized Furnaces pESI6,y 1 R� lama 6TRUfiNt1 CEMI iE0 CfRTIF%'4 UP -FLOW POSITION Typical Applications Up -Flow Utility Room Installation With Cooling Coil and Automatic Humidifier FEATURES Applications s80UHG series gas fired furnaces include ten models (natural gas or LPG/propane) with input capacities of 45,000, 60,000, '5,000, 100,000 and 120,000 Btuh (13.2, 17.6, 22.0, 29.3 and 32.2 kW) oA.F.U.E. up to 80.5%. Up -flow or horizontal applications. •Lennox add-on evaporator coils, electronic air cleaners and power humidifiers can be easily added to the furnace. •Units are shipped factory assembled with all controls installed and wired. *Each unit is factory test operated to insure proper operation. Tubular Aluminized Steel Heat Exchanger •Constructed of aluminized steel for superior resistance to corrosion and oxidation. \��\\*Curving design allows com- plete exposure of heating sur- \, I faces to supply air stream. *Round surfaces create mini- mum air resistance and allow air to surround all surfaces for excellent heat transfer. *Compact design reduces space requirements in unit cabinet. *Heat exchanger has been laboratory life cycle tested. HORIZONTAL POSITION Horizontal Attic Installation. With Cooling Coil, Electronic Air Cleaner and Automatic Humidifier Approvals •Units are certified by A.G.A./C.G.A. Laboratories • Ratings are certified by GAMA. *Units have been rated and tested according to U.S. DOE test procedures and FTC labeling regulations. •80UHG "X" models meet California Nitrogen Oxides (NO,) Standards and California Seasonal Efficiency requirements. *Blower data is from unit tests conducted in the Lennox Labo- ratory air test chamber. *Units are approved for conventional or horizontal (sidewall) venting. NOTE - Horizontal venting requires sidewall power venting kit, see Optional Accessories. Equipment Warranty • Heat exchanger - limited warranty for ten years. *Solid-state ignition module - limited warranty for three years. •AII other components - limited warranty for one year. • Refer to the Lennox Equipment Limited Warranty certificate included with the equipment for details. Induced Draft Blower •Induced draft blower prepurges heat exchanger and safely vents flue products. *Blower is controlled by the furnace control center board for a prepurge cycle (15 seconds) and a post purge cycle (5 seconds). •Pressure switch proves blower operation before allowing gas valve to open. •Induced draft blower operates only during heating cycle. 01997 Lennox Industries Inc. NOTE - Due to Lennox' ongoing committment to quality, Specifications, Ratings and Dimensions subject to change without notice and without incurring liability. 9 • SPFCIFICATIONS Model No. 80UHG2(X)-45 80UHG2-60 80UHG3(X)-60 80UHG2-75 80UHG3(X)-75 80UHG4(X}75 Input Btuh (kW) 45,000 (13.2) 60,000 (17.6) 75,000 (22.0) 80.1% 80.00/0 80.1% Output Btuh (kW) 36,900 (10.8) 49,200 (14.4) 61,700 (18.1) 4 (102) [IA.F.U.E. 80.1% 80.50/6 80.1% 80.0% California Seasonal Efficiency 75.4% 76.4% 75.9% 76.8% 76.8% 76.3% Flue size connection diameter - in. (mm) round 3 (76) 4 (102) 305 x 203 305 x 229 305 x 203 305 x 229 Temperature rise range - 'F ('C) 30 - 60 (17 33) 45 75 (25 42) Nominal cooling that can be added Tons High static certified by A.G.AJC.G.A. - in wg. (Pa) .50(125) 7.0, 8.8, 10.6, 12.3 or 14.1 12.3, 14.1, 17.6 or 21.1 7.0, 8.8, 10.6, 12.3 or 14.1 12.3, 14.1, 17.6 or 21.1 Shipping weight - lbs. (kg) 1 package Gas Piping Size I.P.S..Natural or LPG/propane 1/2(13) 120 volts - 60 hertz - 1 phase (less than 12 amps) All models Blower wheel nominal diameter x width in. 9 x 7 10 x 7 9 x 7 10 x 7 12 x 8 mm 229 x 178 254 x 178 229 x 178 254 x 178 305 x 203 Blower motor output - hp (W) 1/4(187) 1/3(224) 1/4(187) 1/3(224) 1/2(373) Nominal cooling that can be added Tons 1, 1-1/2 or 2 2, 2-1/2 or 3 1, 1-1/2 or 2 2, 2-1/2 or 3 2,2-1/2,3, 3-1/2 or 4 kW 3.5, 5.3 or 7.0 7.0, 8.8 or 10.6 3.5, 5.3 or7.0 7.0, 8.8 or 10.6 7.0, 8.8, 10.6, 12.3 or 14.1 Shipping weight - lbs. (kg) 1 package 130 (59) 135 (61) 140 (64) Electrical characteristics 120 volts - 60 hertz - 1 phase (less than 12 amps) All models Opf3onal Accessories (Must Be Ordered Extra) LPG/propane kit. LB -69845L (38K84) Twinning Kit 96,169 - 5 lbs. (2 kg) Up-Flow/Horizontal Filter and Filter Rack Kits MNo. & size of filters - in. (mm) Single (32,102) Ten Pack (66K64) (1) 16 x 20 x 1 (406 x 508 x 25) Sidewall Power Venting Kit 79,115 - 25 lbs. (11 kg) Hanging Bracket Kit LB -69957 (46,166) - 15 lbs. (8 kg) [L -Annual Fuel Utilization Efficiency based on U.S. DOE test procedures and according to F I labeling regulations. Isolated comoustion system rating ror non-weamenzed iumaces. tkPolyurethane frame type finer is furnished with kit Model No. 80UHG3/4(X)-100 I I 80UHG4/5(X)-100 80UHG3/4-120 1 80UHG4/5(X)-120 Input Btuh (kW) 100,000 (29.3) 120,000 (35.2) Output Btuh (kW) 82,000 (24.0) 98,400 (23.8) CA. F. U. E. 80.1% 80.00/0 80.1% California Seasonal Efficiency 76.5% 77.0% Not Available 75.5% Flue size connection diameter - in. (mm) round 4 (102) Temperature rise range - 'F ('C) 45 --75 (25 - 42) 35 - 65 (19 - 36) 45 - 75 (25 - 42) figh static certified by A.G.AJC.G.A. - in wg. (Pa) .50(125) .65(162) .50(125) Gas Piping Size I.P.S. Natural or LPG/propane 1/2(13) Blower wheel nominal diameter x width In. 12 x 8 12 x 9 12 x 8 12 x 9 mm 305 x 203 305 x 229 305 x 203 305 x 229 Blower motor output - hp (W) 1/2(373) 3/4 (560) 1/2(373) 3/4 (560) Nominal cooling that can be added Tons 2, 2-1/2, 3, 3-1/2 or 4 3-1/2, 4, 5 or 6 2, 2-1/2, 3, 3-1/2 or 4 3-1/2, 4, 5 or 6 kW 7.0, 8.8, 10.6, 12.3 or 14.1 12.3, 14.1, 17.6 or 21.1 7.0, 8.8, 10.6, 12.3 or 14.1 12.3, 14.1, 17.6 or 21.1 Shipping weight - lbs. (kg) 1 package 175 (79) Electrical characteristics 120 volts - 60 hertz - 1 phase (less than 12 amps) All models Optional Accessories (Must Be Ordered Extra) LPG/propane kit LB -69845K (81,114) Twinning Kit 96,169 - 5 lbs. (2 kg) Up-Flow/Horizontal Filter and Filter Rack Kits 7]No. & size of filters - in. (mm) Single (46,114) Ten Pack (66K65) (1) 20 x 20 x 1 (508 x 508 x 25) Sidewall Power Venting Kit 79,115 - 25 lbs. (11 kg) Hanging Bracket Kit LB -69957 (46J66) - 15 lbs. (8 kg) Li1,Annual Fuel Utilization ttticiency based on U.S. uut test procedures and aceoroing to t, iaoeung regurations. isoiatea comoustion system rainy iu, 11u, - ca ®Polyurethane frame type filter is furnished with kit 80UHG / Page 3 ► DIMENSIONS - inches (mm) 9 0 GAS PIPING 2 (51) ELECTRICAL INLETS INLET (Top & Bottom) (25) D O I ;� : I '19-1/2 _ (495) IT 1 FLUE '19 OUTLET 40/483) 54 I il)n i 'C SUPPLY u u�• (.;LI AIR rl p OPENING 'NOTE- Supply air opening at rear and sides of cabinet is 1 equipped with a 3/4 inch (19 mm) scored flange that may (25) be bent out 90° for plenum connection. Dimensions shown are after flange is bent out. Double scored flange at front of supply air opening may TOP VIEW be bent out for a total opening dimension (front to rear) of either 19-1/2 inches (495 mm) or 19 inches (483 mm). A 29-5/8 (752) 2 (51) AIRFLOW (25) 1 (25) "NOTE- Return air opening is equipped 3/4 (19) Return Air with a 3/4. inch (19 mm) flange Return Air 1 —C 1 that may be bent out 901 for "19 1/2 1 (25) Opening (25) plenum connection. Dimensions (495) Opening (25) flange is bent out, FRONT VIEW shown are after — SIDE VIEW Model No. A B C D E F Left Side G 80UHG2-45 G Right Side GAS PIPING , - INLET 80UHG2-60 in. 17 (Both Sides) 15 6-3/4 2-7/16 6-1/2, 12 80UHG2-75 ELECTRICAL O O..• rte.— — --- r� 80UHG3-60 INLETS mm 921 (Either Side) + ` : 194/2'1 114 254 80UHG4-75 (495) (25) 15 RETURN AIR (381) . KNOCKOUT 80UH63/4-100 (Either. Side) 201/2 39 18-1/2 8-3/8 4-1/4 8 13-1/2 "NOTE- Return air opening is equipped 3/4 (19) Return Air with a 3/4. inch (19 mm) flange Return Air 1 —C 1 that may be bent out 901 for "19 1/2 1 (25) Opening (25) plenum connection. Dimensions (495) Opening (25) flange is bent out, FRONT VIEW shown are after — SIDE VIEW Model No. A B C D E F G 80UHG2-45 80UHG2-60 in. 17 36-1/4 15 6-3/4 2-7/16 6-1/2, 12 80UHG2-75 80UHG3-60 80UHG3-75 mm 432 921 381 171 62 114 254 80UHG4-75 80UH63/4-100 in. 201/2 39 18-1/2 8-3/8 4-1/4 8 13-1/2 -80UHG3/4-120 80UHG4/5-100 80UHG4/5-120 mm 521 991 470 213 108 203 343 Technical 80UHG / Page 6 No. Publications r • ENGINEERING DATA UL � UL LISTED LISTED Typical Application CONDENSING HS21 INNOVATOR" SERIES - TWO SPEED POWERSAVER® Net Cooling • . . 1 1 to 57,500 5 3 0 CER7IFICATION APPLIES ONLY WHEN THE COMPLETE SYSTEM IS LISTED WITH ARI SEER - up to 15.75 (10.1 to 16.8 M) Bulletin No. 210051 July 2000 Supersedes August 1999 HS21 -036-1 Y Unit Type Voltage HS = High Side Condensing Unit P = 208I230v-1 phasefOhz Y = 208I230v-3 phase-60hz Serres G = 460v-3 phase-60hz Cooling Capacity Tons (kW) J = 575v-3 phase-60hz 036 = 3 (10.6) Minor Revision Number 048=4(14.1) 060 = 5 (17.6) Applications - SEER up to 15.75 - 3, 4 or 5 Ton (10.5, 14.1 or 17.6 kW) sizes. - Single or three phase power supply. - Two speed compressor staged to deliver precise cooling capacity with minimum operating costs. Compressor operates on low speed under light and medium loads. Switches to high speed for heavy cooling loads. - Vertical air discharge allows concealment behind shrubs at grade level or out of sight on a roof. - Matching blower powered or add-on furnace evaporator units provide a wide range of cooling capacities and applications. See ARI Ratings table. - For evaporator unit data, see tab section Coils - Blower Coil Units. - Units shipped completely factory assembled, piped and wired. Each unit is test operated at the factory insuring proper operation. - Installer must set condensing unit, connect refrigerant lines and make electrical connections to complete job. Approvals - Certified in accordance with the USE certification program, which is based on ARI 210/240-94. - Sound tested in Lennox reverberant sound test room in accordance with test conditions included in ARI Standard 270-95. - Tested in the Lennox Research Laboratory environmental test room. - Rated according to U.S. Department of Energy (DOE) test procedures. - Condensing units and components within bonded for grounding to meet safety standards for servicing required by UL, NEC and CEC. - Units are UL listed and CSA certified. NOTE - Due to Lennox' ongoing committment to quality, Specifications, Ratings and Dimensions subject to change without notice and without incurring liability. Improper installation, adjustment, alteration, service or maintenance can cause property damage or personal injury. Installation and service must be performed by a qualified installer and servicing agency. ©2000 Lennox Industries Inc. 7Allother Warranty or — ten year limited warranty in residential applications and five years in non-residential applications. overed components — five year limited warranty in residential applications and one year in non-residential applications. ennox Equipment Limited Warranty certificate included with unit for details. eavygauge steel cabinet with five station metal wash process. Powder paint finish provides superior rust and corrosion protection. Control box located in HushTone- compressor compartment. Control box is conveniently located with all controls factory wired. Drainage holes are provided in base section for moisture removal. High density polyethylene base channels raise unit off mounting surface away from damaging moisture. Corrosion resistant PVC (polyvinyl chloride) coated steel wire condenser coil guard furnished. HushTone" Compressor Compartment - Compressor is located in separate, fiberglass insulated compartment to keep sound levels at a minimum. - Large removable panel provides service access Two Speed Compressor - Designed for superior efficiency at minimum operating cost. - Two speed operation gives staging control to fit varying cooling load requirements, extends operating life of compressor and provides operating economy during periods of reduced loads. During part load conditions the compressor operates in the low speed mode. - Operates at 1750 rpm at low speed and 3500 rpm at high speed. - Compressor is suction cooled, and hermetically sealed with built-in solid-state motor protection from excessive current and temperatures. - Features vertical crankshaft, ringed valves and pistons, tuned discharge muffler, two stage oil pump and positive venting of lubrication system. - Crankcase heater assures proper compressor lubrication. - Running gear assembly resiliently suspended internally inside case. Compressor is installed in unit on resilient rubber mounts assuring low sound and vibration free operation. Lennox TSC -5 Two Speed Control Module - Provides short cycle protection with a 5 minute timed -off delay. Has a 1 minute delay between compressor speed changes. - Control has jumpers for a choice of normal operation (factory setting) or 3 alternate compressor speed operating modes to optimize comfort conditions for various climates. - Diagnostic LED's are furnished as an aid in troubleshooting. Copper Tube/Enhanced Fin Coil - Lennox designed and fabricated coil. - Ripple -edged aluminum fins. - Copper tube construction. Lanced fins provide maximum exposure of fin surface to air stream resulting in excellent heat transfer. Fin collars grip tubing for maximum contact area. - Flared shoulder tubing connections/silver soldering construction. - Coil is factory tested under high pressure to insure leakproof construction. Entire coil is accessible for cleaning. Condenser Fan - Direct drive fan moves large air volumes uniformly through entire condenser coil for high refrigerant cooling capacity. - Vertical air discharge minimizes operating sounds and eliminates damage to lawn and shrubs. - Fan motor has sleeve bearings with oil ports, is inherently protected and totally enclosed for maximum protection fromweather, dust and corrosion. - Rain shield on motor provides additional protection from moisture. - Fan service access accomplished by removal of fan guard. - Corrosion resistant PVC (polyvinyl chloride) coated steel wire fan guard furnished. Refrigerant Line Connections, Electrical Inlets and Service Valves Sweat connection suction and liquid lines are located inside unit cabinet. Fully serviceable brass service valves prevent corrosion and provide access to refrigerant system. Suction valve can be fully shut off, while liquid valve may be backseated to manage refrigerant charge while servicing system. Valves and gauge ports are located inside the cabinet. Refrigerant line connections and field wiring inlets are located in one central area of cabinet. See dimension drawing. Hi -Capacity Drier Furnished as standard for field installation. - Drier traps any moisture or dirt that could contaminate the refrigerant system. High Pressure Switch - Manual reset switch shuts off unit if abnormal operating conditions cause discharge pressure to rise above setting. Low Pressure Switch - Automatic reset switch shuts off unit if suction pressure falls below setting. Provides loss of charge and freeze-up protection. Start Controls - Provides assistance for compressor start under loaded conditions or in case of low voltage. OPTIONAL ACCESSORIES - MUST BE.ORDEREM EXTRA Thermostat Thermostat not furnished with unit. See Thermostats bulletin in Thermostat and Controls Section and Lennox Price Book. pansion Valve Kits Must be ordered extra and field installed on certain evaporator units. See ARI Ratings table. Mounting Base MB2-L (69J07) high density polyethylene mounting base is lightweight, sturdy, sound absorbing and will withstand the effects of sun, heat, cold, moisture, oil and refrigerant. Provides permanent foundation for condensing units. 32 x 34 x 3 in. (813 x 864 x 76 mm) shipping weight 15 lbs. (7 kg) each. HS21 / Page 2 ► • • OPTIONAL ACCESSORIES -MUST BE ORDERED EXTRA Refrigerant Line Kits Refrigerant lines are available for the HS21-036 and HS21-048 models. See Refrigerant Line Kit table. Refrigerant lines (suction & liquid) are shipped refrigeration clean. Lines are cleaned, dried, pressurized and sealed at factory. Suction line fully insulated. L15 lines are stubbed at both ends CCB1 EfficiencyPlus" Humidity Control CCB1 Humidity Control (35H00) installs next to the room thermostat and allows selection of desired indoor humidity level in cooling mode. , Controls indoor humidity by altering indoor blower speed and compressor speed. Efficienc Plus y Humidity level desired may be set by adjusting a vertical slide to set point on a scale of 40% thru 60% (50% recommended as initial set point). Five indicator lights (MIN - MAX) in a bar graph configuration indicate difference between actual O O O O O relative humidity and set point. This indicates demand imposed on system equipment, the more m, ,,, lights on, the longer the equipment will operate to obtain desired humidity level. If no lights are on, : the humidity level is at or below set point. !�CI®JY® CCB1 is most effective when used with units that have variable speed blower motors - G32V/GHR32V LL gas furnaces and CB31MV blower coils. - - - - ` May also be used with units that have single speed blower motors. Usage with single speed motors requires EBR1 Blower Relay Kit. See below. EBR1 Blower Relay Kit EBR1 Blower Relay Kit (751-190) allows CCB1 to be used with gas furnaces or blower coil units that have single speed blower motors. Indoor Blower Speed Relay Kit, Relay kit (40K58) provides optimum humidity control conditions by automatically reducing indoor blower speed during continuous fan or low speed compressor operation. Kit should not be used with CCB1 EfficiencyPlus"" Humidity Control applications. Low Ambient Kit Condensing units operate satisfactorily down to 45° F (7'C) outdoor air temperature without any additional controls. Low Ambient Control Kit LB-57113BC (24H77) can be field installed, allowing proper unit operation down to 30°F (-1 °C). Compressor Monitor (Canada Only) Compressor monitor T6-1469 (45F08) can be field installed. Non-adjustable switch (low ambient cut-out) prevents compressor operation when outdoor temperature is below 35°F (2°C). ELECTRICAL DATA Model No. HS21-036 HS21-048 HS21.060 F Line voltage data - 60 hz 208/230v - 1 ph 208/230v - 3ph 208/230v - 1 ph 208/230v - 3ph 208/230v - 1 ph 2081230V - 3ph Rec. Max fuse/circuit breaker size (amps) 40 25 45 35 60 45 'Minimum circuit ampacity 23.0 16.9 28.0 20.8 40.2 26.6 Rated load amps 17.6 12.7 21.6 15.8 30.8 19.9 Compressor Power factor .98 .90 .98 .90 .92 .90 Locked rotor amps 90.0 60.0 120.0 85.0 141.0 91.0 Condenser Coil Full load amps 1.0 1.0 1.0 1.0 1.7 1.7 Fan Motor Locked rotor amps 1.9 1.9 1.9 1.9 2.9 2.9 'Hefer to National or canadlan t=lectrical code manual to determine wire, fuse and disconnect size requirements. NOTE - Extremes of operating range are plus 10% and minus 5% of line voltage. LINE KITS CondensingREFRIGERANT Unit Model No. Line Set Model No. Length of Lines Liquid Line Outside Diameter Suction Line Outside Diameter ft. m in. mm in. mm HS21-036 HS21-048 L15-65-30 30 9 3/8 9.5 7/8 22.2 L15-65-40 40 12 L15-65-50 50 15 HS21-060 Field Fabricate 3/8 9.5 1-1/8 28.5 HS21 / Page 3 ► ' Model No. H; Nominal Tonnage Liquid line''= in. (mm) o.d. connection (sweat) Suction line - in. (mm) o.d. connection (sweat) Net face area - sq. ft. (m2) Outer coil Condenser Inner coil Coil Tube diameter - in. (mm) & no. of rows Fins per inch (m) Diameter - in. (mm) & no. of blades CCondenseMotor hp ondense, Fan Cfm (Us) Rpm Watts `Refrigerant charge furnished (HCFC -22) 10 lbs. 1� Shipping weight - lbs. (kg) 1 package 321 OPTIONAL ACCESSORIES- MUST BE ORDERED EXTRA.. Mounting Base Low Ambient Kit Indoor Blower Speed Relay Kit Mounting EfficiencyPlus' Humidity Control EBR1 Blower Relay Kit Compressor Monitor (Canada Only) 'Refrigerant charge is sufficient for 20 ft. (6.1 m) length line set. Unit Size & DARI Standard 210/240 Ratings Model No. ®Sound Rating Cooling Cap.g12.655 9.85 3795 Total Up -Flow Number (db) Btuh kWWatts 23.33 (2.17) ER Unit •' 22 (866) 35,00013.00 24(610)-3 24(610)-4 9.80 3570 3200 (1510) 3Ton 35,600 34,600 10.1 9 .80 85 3515 C33-36A/Bi 36,400 10.5 12.20 9.78 3720 MB2-L (69J07) C23-41 35,600 110.4 112.85 1 10.05 13540 37,000 110.8 112.75 I 9.80 13775 37,000110.81 13.50 110.35 135751 U26-41 36,000 110.5 113.25 1 9.90 13630 i21-036 HS21-048 37,400 11.0 13.00 9.85 3795 (:33-6( 1-1/8 (28.5) 21.77 (2.02) 24.06 (2.24) 21.11 (1.96) 23.33 (2.17) 5/16 (7.9) - 2 C26-51, •' 22 (866) 35,00013.00 24(610)-3 24(610)-4 9.80 3570 3200 (1510) 3Ton 35,600 10.4 13.50 9 .80 _3'6 3-5 '-'- HS21-036 36,400 10.5 12.20 9.78 3720 MB2-L (69J07) (76) LB-57113BC (24H77) 72G36 35H00 ---- 75H90 37,000 10.8 12.70 9.80 3770 36,000 110.5 113.25 1 9.90 13630 i21-036 HS21-048 I HS21-060 3 4 5 -- 3/8 (9.5) 7/8(222) 1-1/8 (28.5) 21.77 (2.02) 24.06 (2.24) 21.11 (1.96) 23.33 (2.17) 5/16 (7.9) - 2 *Factory Installed •' 22 (866) CR26-41 24(610)-3 24(610)-4 1/6(124) 1/4(187) 3200 (1510) 4200 (1980) 815 170 310 oz. (4.90 kg) 11 lbs. 3 oz. (5.07 kg) 12 lbs. 7 oz. (5.64 kg) 1 (149) 329 (149) 352 (160) lower Coil Units MB2-L (69J07) LB-57113BC (24H77) 72G36 35H00 75H90 T6-1469 (45F08) Down -Flow Horizontal Evaporator Coils -Expansion Valve Kit Required - - - - LB -85663L (26K34) _ - _ _ - - - _ 'Factory Installed _ _ _ _ - - - - LB -85663L (26K34) - - - - - - - - *Factory Installed CR26-41 CR26-51 ---- _-_---- ---- CH33 36A/B/C-F - - - - CH23-41 LB -85663L (26K34) - - - - CH33-48C-F - - - - CH23-51 lower Coil Units Valve IM -31 (Multi-Pnsitinn) Gt33OU-31 36,600 10.7 13.20 9.50 3840 CB30M-41 (Multi -Position) CB30U-41/46 ____ ____ 37,200 10.9 13.20 9.80 3805 CB30M-46 (Multi -Position) 38,000 11.1 15.00 10.40 3655 -Factory Installed CB31 MV -41 (Multi -Position) 39,000 11.4 15.75 10.45 3740 CB31 MV -51 (Multi -Position) 34,400 10.1 11.80 9.40 3660 17CVP10 31/EC1003 35,600 10.4 12.05 9.70 3670 ®CVP10 41/EC1003 NOT - Ratings for all C33 coi s include all cased and uncesed coils. D Certified on accordance with the USE certification program, which is based on ARI Standard 210/240; 95°F (35°C) outdoor air temperature, 80°F (27°C) db / 67°F (19•C) wb entering evaporator air with 25 ft. (7.6 m) of connecting refrigerant lines. ZSound Rating Number rated in accordance with test conditions included in ARI Standard 270. Wis st popular evaporator coil. nada Only required and must be ordered extra, unless shown as factory installed. • Furnished as standard with coil. HS21 / Page 4 jo. • .. .. •yam •�• �„ u ..... Q Certified on accordance with the USE certification program, which is based on ARI Standard 210/240; 95°F (35•C) outdoor air temperature, 80°F (27•C) db / 671F (19•C) wb entering evaporator air with 25 ft. (7.6 m) of connecting refrigerant lines. ®Sound Rating Number rated in accordance with test conditions included in ARI Standard 270. ®Most popular evaporator coil. ®Canada Only "Kit is required and must be ordered extra, unless shown as factory installed. • Furnished as standard with coil. HS21 / Page 5 )o- Unit Size & Model No. T]Sound Rating Number db) ii ARI Standard 210/240 Ratings Up -Flow Down -Flow Horizontal "Expansion Rewired 4 Cooling Cap. SEER EER Total UnitValve Watts Btuh kW Evaporator Coils 45,500 13.3 12.00 9.65 4715 C23-46 - - - - C33 -486/C - - - - - - - - 47,500 13.9 12.15 9.50 5000 C23-51 LB -85663K (26K35) C33 -50C ---- ---48,000 48,000 14.1 1 12.30 9.15 5240 C26-46 ---- --- 48,500 48,500 14.2 12.50 9.20 5270 C26-51/65 _ - - _ -Factory Installed 48,500 14.2 12.40 9.65 5025 C23-51/65 - - - - LB -85663K (26K35) C33 -60D - - - - - - - 50,500 14.8 12.75 10.00 5050 C33 -62D - - - - _ . _ _ C26-65EAP - - - - *Factory Installed 47,000 13.81 12.40 9.50 4945 CR26-65 - - - - 47,500 13.9 12.10 9.15 5200 - - - - CH23-51 - - - - - - - CH33-60D-F 4 Ton HS21-W 50,500 14.8 12.20 9.65 5245 - - - - CH33-50C-F LB -85663K (26K35) - - - - CH23-65 (78) 50,500 14.8 12.75 10.00 5050 " " " " CH33-62D-F - - - - - - CH23-68 Btuh kW I SEER EER Watts Blower Coil Units Valve 46,000 13.51 12.50 9.50 4855 C1330M-41 (Multi -Position) 46,500 13.61 13.50 9.75 4770 CB31 MV -41 (Multi -Position) 48,000 14.1 12.75 9.75 4935 CB30M-46 (Multi -Position) CB301_1-41/46 ---- --- .49,500 49,500 14.5 13.05 9.65 5135 CB30M-51 (Multi -Position) -Factory Installed CB30U-51 I---- 49,500 14.5 13.05 9.45 5245 CB30M-65 (Multi -Position) CB30U-65 50,500 14.81 14.00 9.75 5180 ®CB31MV-51 (Multi -Position) 50,500 14.81 14.05 9.76 5175 B31MV-65 (Multi -Position) 47,500 13.91 11.40 9.35 5080 ❑a CVP10-51/EC1004 ---- ---49,500 49,500 14.5 11.80 9.60 5155 pa CVP10-65/EC1005 I - - - - I- - - Btuh kW SEER EER Watts Evaporator Coils Valve 53,000 15.5 11.50 9.25 5730 C33 -48C ---- -_-- LB -85663K (26K35) C23-51 " - - _. 5 Ton 5 HS21-060 1 (78) r 54,000 15.8 11.70 9.05 5955 C33 -44C ---- ..._ C26-46 - - - - •Factory Installed 54,500 16.0 11.70. 9.40 5798 C33 -50C ---- -_-- LB -85663K (26K35) C23-51/65 - - - - - - 55,500 16.3 12.00 9.30 5975 C33-609 ---- -_-_ C26-51/65 - - - - -Factory Installed 56,500 16.6 12.15 9.50 5945 C33 -62D - - - - - - - - LB -85663K (26K35) C26-65EAP - - - - •Factory Installed 53,000 15.51 11.50 9.20 5761 - - - - CR26-51 ---- --- LB -85663K (26K35) 55,000 16.1 11.70 9.30 5914 - - - - CR26-65 - - - - 54,000 15.8 11.70 9.30 5800 - - - - - - - - CH33-50C-F . - .. CH23-51 55,000 16.1 12.00 9.30 5920 - - CH33-60D-F CH23-65 56,500 16.6 12.15 9.50 5945 - - - CH33-62D-F CH23-68 Btuh kW SEER EER Watts Blower Coil Units Valve 55,000 16.1 12.40 9.80 5620 CB30M-51 (Multi -Position) -Factory Installed CB30U-51 I - - -- -__- 55,000 16.1 13.05 9.75 5650 CB31 MV -51 (Multi -Position) 56,500 16.6 - 12.50 - - 9.65 - 5850 CB30M-65 (Multi -Position) CB30U-65 - - - - - - - 57,000 16.7 13.50 10.10 1 56351❑CB31MV-65 (Multi -Position) 54,000 115.81 11.60 1 9.60 1 5625 pa CVP10-65/EC1005 .. .. •yam •�• �„ u ..... Q Certified on accordance with the USE certification program, which is based on ARI Standard 210/240; 95°F (35•C) outdoor air temperature, 80°F (27•C) db / 671F (19•C) wb entering evaporator air with 25 ft. (7.6 m) of connecting refrigerant lines. ®Sound Rating Number rated in accordance with test conditions included in ARI Standard 270. ®Most popular evaporator coil. ®Canada Only "Kit is required and must be ordered extra, unless shown as factory installed. • Furnished as standard with coil. HS21 / Page 5 )o- •FIELD WIRING r`DISCONNECT1 . SWITCH . I THERMOSTAT' DISCONNECT,, • - ..` SWITCH • L (By Others)'rJ L _(Optional) I ''t(By Others) I ` A— Two Wire Power (not furnished) ,. y A B Two or Three Wire Power (not furnished) - See Electrical Data . , C Three Wire Low Voltage (not furnished) —'l 8 ga minimum r D =-Six Wire Low Voltage (not furnished) = 18 ga. minimum a r. C LENNOX All wiring must conform to NEC 'or CEC and local electrical codes. s, CONDENSING ti . ; HEATING'UNIT: 4:r UNIT. r � _:•OR •�x':,�Y ..EVAPORATOR' • -�' - - -UNIT DIMENSIONS ' ' ,N 'INLET AIR INLET . , r.. ' r • ,' ,tis ;, � a.� . . F j AIR • + - COMPRESSOR, INLET AIR Y , TOP VIEW 32-1/8 34-1/16 (816) �{ ►' (865) ELECTRICAL DISCHARGE* AIR • - :' s t INLETS T.1 tW 4/ ' SUCTION 'x `• LINE a " nINLET 00 . t ` HS21-036, 048 4-1/2 40-7/8 (1038)114 HS21-060 ( ) c�— ` 44-7/8 1140 rQUID . y < LINE 19-3/4(64)` INLET (500) 9.1/4 1 3 . 9-1/4 • 2-5/8 a .18-5/8 (234) (76) (Lj 234) (67) vo_ (473) �vo 2-1/4 i =•i (57) 27-5/8 (702)L X57) '' •• (�') 26-5/8 (676) (1546 SERVICE ACCESS ) SIDE_ VIEW HS21 / Page 6 loo.- _ z CONDENSING UNITS Bulletin #210020 11.70 to 14.20 SEER September 1996 *18,500 to 60,000 Btuh (5.4 to 17.6 M) Cooling Capacity Supersedes 1.5 thru 5 Tons (5.3 thru 17.6 M April 1996 *DOE and ARI Certified Ratings Application —The HS26 series condensing units feature extra high efficiency with minimum operating sound levels. Units are applicable to expansion valve systems only. Units may be installed at ground level or on a roof. Units are adaptable to several blower powered and add-on evaporators providing a wide range of cooling capacities for selective sizing and application versatility. For evaporator unit data see tab Coils — Blower Coil Units in this section. Units are shipped completely factory assembled, piped and wired. In addition, each unit is test operated at the factory insuring proper operation. Installer has only to place condensing unit in desired location, connect refrig- erant lines and make electrical connections to complete the job. Approvals — Condensing units have been tested in the Lennox Re- search Laboratory environmental test room and raied in accordance with ARI Standard 210/240-94. In addition, units have been sound rated in the Lennox reverberant sound test room in accordance with test conditions included in ARI Standard 270-95. Condensing units and components within are bonded for grounding to meet safety standards for servicing required by U.L. and C.E.C. Units are U.L. and U.L.C. listed. Developed in accordance with ISO 9002 quality standards. Equipment Warranty —The compressor has a limited warranty for ten years in residential installations and 5 years in non-residential installations. All other covered components have a limited warranty for five years in residential installations and one year in non-residential installations. Refer to Lennox Equipment Limited Warranty included with the unit for details. Copeland-' Compliant Scroll' Compressor—Highefficiencycompres- sor features durability, steady uniform suction flow, constant discharge flow, high volumetric efficiency, quiet operation and the ability to start under any system load. Use of the scroll compressor eliminates the need for crankcase heater, start capacitor and start relay. The compliant scroll type compressor is a simple compression concept design consisting of two involute spiral scrolls matched together to generate a series of crescent-shaped gas pockets between them. During compression, one scroll is stationary while the other is allowed to orbit, not rotate, around the fixed one. As this motion occurs, gas is drawn into the outer pocket sealing off the open passage. As the spiral movement continues, the pockets between the scrolls are slowly pushed to the center of the scrolls -while simultaneously being reduced in volume. When the pocket reaches the center, the gas is now at high pressure and is forced out of a port located in the center of the fixed scroll. During compression, several pockets are being compressed simul- taneously resulting in a smooth, nearly continuous compression cycle. Continuous flank contact, maintained by centrifugal force, mini- mizes gas leakage and maximizes efficiency. The scroll compressor is tolerant to the effects of liquid slug- ging and contaminants. Should this occur, the scrolls separate and allow the liquid or contaminants to be worked to the center and discharged. Low gas pulses during com- pression minimize operational sound level. Motor is internally pro- tected from excessive current and temperature. Compressor is installed in the unit on resilient rubber mounts, assuring vibration free operation. (Continued) CERTIFlCATION APPLIES DIILY ISG 9002 flEGIS T En ED YMEN THE COI.IPLETE WORLD CLASS OUF.UTY SYSTEM IS USTED WITH ARI S C UOL LISTED LISTED Typical Application Q The maple leaf symbol in this bulletin denotes Canadian only usage where applicable x:1996 Lennox Industries Inc. NOTE — Due to Lennox' ongoing commirtment to quality, Specifications, Ratings and Dimensions subject to change without notice and without incurring liability."' HOAK & SHAH ASSOCIATES, Inc. 6hQ6tJ JOB NO. ©_ CONSULTING ENGINEERSQ. �[.a4-/J BY Gj . ' � ,t�:K 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 DATE _LLL_ 1 Qj PHONE: (714) 632-1865 FAX: (714) 632-1314 SH I OF L} CITY OF LA QUINTA BUILDING & SAFETY DEP" Q N i APPROVEF FOR C NSTRUCT1:1 1 1tnCcll en M GATE . 3 BY— r f4) -. MN. m to o C.) o I i r� H NN 1 0 I I _ I r t r t r _� i I N � �tn 1 I o I � rri I I C- 3 ;t N X OU ts'] i rw x- 1 1 O�w xv ~ a ( t Ci CM Nyl .� Zj �fln - --- N 11 — a 3 3 3 r . N t 1 r Q rn , tV AM )(CA XZ� •dlMS US con) w I I �&nt � :�• I �o cv I ='� HOAK $ SHAH ASSOCIATES, Inc. OA JOB NO.-2�, CONSULTING ENGINEERS 12AR-T7AL FQ.M PrAr BY �{ 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 (r CA�TI2Y DATE I PHONE: (714) 632-1865 FAX (714) 632-1314 SH Z OF NI 1 N i m Hsmj 8X9 V J MPA A IOIXZ. -Z LA) 1- Cn :loo m oo gI CLIx x o~ to .r o a X r f1 h 1 N Z --JE—� i- N I I Uw toO---- •.~l U cXo.=� -- - M CO z amt • i I > p -- �— J N m W i Cn Q S Z1r 1Zk= I C3 N in I r I �r 9X9...... —L_.— II � rTUr _ J Cin i, M cc w anti I I) M X r f1 � 1 N --JE—� o' Uw •.~l U cXo.=� o }}yo cn CO i, M cc w anti I co so o ��Q O., LAj 0. >� T r'� N --JE—� ----'— =— Z-4 Ik • i z I xto -- �— J - Z1r 1Zk= � N, —L_.— II � Cin co so o ��Q O., LAj 0. >� T HbAK & SHAH ASSOCIATES, Inc. t�iG� JOB NO 0(-"2-6v CONSULTING ENGINEERS FI Elt� GH��(AF_�GG,4-RrF�Tro� �+ 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865. FAX (714) 632-1314 DATE 1 197- 5' Z 5' 1/2"x12" ARCHED GLB. (R=71'-0") SEE ARCHITECTURAL 13" 4x6 RS TRELLIS ® 16 o. c. i 1/4"-- 1 � N --- - 1r — cp i — 1/4" STEEL PLATE i w/ (2)-3/4"0 M.B. i TO BEAM. 4"x1/4"x1'-1 B. PLATE. i i 4" O STD: PIPE COL. pFESS/Q o. C 05611 . {�c Exp-jj CIVIL 9TFOF CA.O SCALE.: 3/4"= V-0" ' ,r a 1 HOAK & SHAH ASSOCIATES, Inc. bAO"(Z ESI®�iJG� JOB NO. CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 -E1G� GHA/J6'El (�' L" I ElcA l D/J' BY A-14 ANAHEIM, CALIFORNIA 92807 DATE IZ p I DI PHONE: (714) 632-1865 FAX: (714) 632-1314 SH__4 _OF. OQRpFESSp�9 S ti m No. C 056112 m Expnbo OF PIPE COL., CONC. ciylL Q COLUMN & FOOTING ' 9rFOF CAI,��\ I IT/, 4"0 STD. PIPE COL. 12" SQ. x 3/4" B. PL. - w/ (4)-3/4'W12" A.B. -PRE-CAST CONC. COLUMN, SEE ARCHITECTURAL 1 (3)-#4 EA: WAY r �pFESS/0 39 o. C 0561 2 Exp. 28 SD2 -� � 39 - -------------\--- -------ry 2 \ I ..HALL #5 / yco ti SIM. HI �. 4 17 CLOS SD2 �.' MECH. \� +,t? �v, Sf Z6 rC\ \ , /+ m 5 11 s 6X10 F#1, S02 S02'_ _ FL H. BM 39 HIP / , \ 2 ST6224 ASTER BATH 39 SD2 iP. PL. TO � . I/ SIM BLOCK t NG 'pi 17 HER L=_ 13' SD3 CLOSET H 1 18 -_J 28B 25 SD2 SD3 �'�/ ` ( 39 J / _ 4 25 , / I SD2 ® SD2 SD3 39 �•_ � ------- ----------- 9 I 38 SD1 - — — — — — — — — — — — — - — ---------- - — — — — pFESSI, �\ XA S. q�F 39 \\\ 18"D t PON - \\ /REINFORCIN CMI. 2 E - -•-- --- - - 139 \� - E-------------------- MECH. ---------- - 13 'MALL #S 2 Sol 1 �� /•►\ // j / HIS CLOSET .I. /Sol! 39 / t\\MASTER BATH I 39 \ I I HER L=13' . I CLOSET H 1 18 '� `•SD1 I I 39 \\\ \\\ r J 1----- -------- - J Ad,sol , �SD1 D 39 j Gk� ( 2.1101®, / i MECH. ------------- — -T ------------- --------------- F i 36 i E S. FESSf� cj I s 056 i 2rn PANTRY 1 . Exp ®ti X 4y -__-_ - 1 7 - 'T' 1 Q 39 SD1 H1 39 I 17 ------------ —I-- .—-------- -L F x — --- ----- 9 D N N - cn to — — — — — — — — 1------ ---------I– –� 16 --- -- — SD1 -� r— -- — --� I� -t G1 14 L=5' )RY 1 I i r --_j 1 I STORAGE i 1 OLF CART .' - 39 04 1 I 1 \SD1 I I I 1 W t - t O 3 t METERS I I - SD1 f 13 — — — —1-1— -------------! ,— — I. I10t i 2'-6"SQ.X 18"D PAD—L-r7 -J W/ (4)— #4 EA. WAY C: 1 ® BOTTOM TS 9"X 5"X 1/4" I:. t 13 C: t 12"X 1'-3"X 3/4' 18 DIA.X 12" A.B. G 1" I ...... ...... 2'-6"SQ.X 18"D PAD®� W/ (4)— #4 EA. WAY 1 I I PARTIAL f7DV � VIT , ® BOTTOM X E s PANTRY I i -----r,-- -- -- _----=------------ 56-1-i2- S -0) V j- I 1 I Exp• 6L , + Is CIVIL -- - --------------- - 39 SD2 L17 L=1 HDR. D28 iD3 X4 3 CAR GARAGE a: N: X= to: 1=5' &l RF. FQM �• WOE*) p�_zb ABOVE HEADER 'rH�CIK & SHAH ASSOCIATES, Inc. 4 ' CONSULTING ENGINEERS 3920 P CORONADO STREET, SUITE 203 ~ ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 ��.nF�ls 12�SIOE��E JOB NO DI-2�o I of 3-7 9._ By c, .GHAH ' AVE D,i1N TAIIJ IF5 ATES DATE D 1 SHOF -11--A-10 tzr k Jts1A LOADING 4 ROOF LOADING: SLOPED ROOF: 3=:1-,24 SLOPE ROOFING 20.0 psf SHEATHING 2.5 'FRAMING 1.5 CEILING 2.5 INSULATION 0:5• MISCELLANEOUS- 1.0 ' TOTAL. D.L. .2a.0 psf LIVE LOAD- 20:0 -psf TOTAL LOAD' `48.0 psf F LAT ROOF : ROOFING 5.0-psf SHEATHING 2.5 FRAMING 2.5 PLASTERED CLG. :. 8.5 INSULATION 0.5 -MISCELLAN'EO'US 1.0. ,TOTAL D.L. 20.00 psf LIVE LOAD 20.00 psf t TOTAL LOAD 40.00. psf PREF-ABRR;ICATED `WOOD TRUSSES -C@ 24 X. AN 1.1. 7/8" T& FLOOR JOISTS" BYOTHERS. Manufacturer shall submit calculations and shop drawings to the building department and/or engineer for review and approval prior to fabrication and erection. L\Z'�Vz,Z2�0 F�V 1 W q � ®' This set of calculation is.not:valid unless wet signed and sealed. 'SPECIFICATIONS: 1. Sketches'of-details, in calculations are not to sca and may not represent true conditions on plans. Architect designer is responsible for drawing details in plans "whi( represents true -framing conditions and scale. Details a intended to complement standard construction practice to t used by experienced and!quatifed contractors. o 2. . The structural calculations included here are for tt .primary' system. The attachment of non' -structure eleme is the responsibility of the architect or designer unlet specifically shown othe.iwise. 3. The calculations, :sketches; specifications an reproductions -are.-to,-be used -only for this specific projec covered in this package and agreement. Any other use strictly prohibited. 4. All changes and orrevisions for this project shall submitted to Hoak & Shah Associates in writing for revi and comment. These calculation are for "builders" packa omissions are expected. 5. This material may not be reproduced in whole or part without prior written permission of Hoak & Sh Associates, Inc. F TY OFF L.A-QUINTA ILDING & SAFETY DEPT. APPmOi�® FOR CONSTRUCTION DATE 1 -LI -110 -1 --By H &K & SHAH ASSOCIATES, Inc. gA qeo JOB NO /)I - �ZCo- i CONSULTING ENGINEERS By A If '3920 E)CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 DATE Li •4 '0 PHONE (714) 632-1865 FAX (714) 632-1314 SH OF - N-1 : @ SIO l' 1 @ HEGN roo-Jo tvOm' . 0 5 A lig = 2$-Opq 5 + 115f-51 x Cv = 2075 ; Ioo�' �x � Lioc l) L= 3 t tJL - 20e0pst x 31 - (�O#� A H-3 : @ LIPS IQ Wo = 28.pPsx (4'+ 2�� + 15ps�X3 - 215/! W� _ 21I•Dps�x �.•�(t2 � _ _I ZD lox4 • Il H-4 L= 4-9 tJ� - ' 21 5��.. .W� -120��• '•N- 5 cm LIfJE (� &. 45G1✓IP L• � R 2 • . 23/2 _ 12gol. - 20.OPSIX g xz36- 145 it r +�► Spix 4� psi- x 1,7' 4 p� r► - w . 1 go�) (vx S HoAk & SHAH ASSOCIATES, Inc. 6A QEA R ES I C7 E 4CE j JOB NO CONSULTING ENGINEERS 3920 E' CORONADO STREET, SUITE 203' ' BY ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 DATE 41,4101 SH 3 OF a .HALL -r0 eAT10 110 = ICIP66x Gj' + 2(05 1; L )op'bx5` + 2DPsb-x(v s I�Olox10 N-!> 00E V 6R. DDDR ---------------- pe, p = 28• D psv 51x '14.5� = 20 30 Pmt = 2o. 0 pq x 5'./ 14.5 14 50 7 W = 28•Op:b 3+ 16,opbj x 12, ,qss � �' � �1�� = QO•D,ps�x 3 - CPO �� zl D -,o 14.5+ 412 s SO. 19 p5tx 14 --S ' - 'L °I O H --I @ L106 29 28.OP5t x 5 + 15•opst,- IL = 1'70 N'� @ L106 I & © ass, PERM. 28.0P51t x 101 4- 15,0es-j�-x,4 = 340#/ HoAK & SHAH ASSOCIATES, Inc. �A �� 42�51�� • JOB NO '0r1- "z 6p CONSULTING ENGINEERS 3920 E.iCORONADO STREET, SUITE 203 BY 5' SHAH' ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 DATE _ 414101 SH 4. OF a PC7 PG D_ 28 ps��' 4 x g 1 - 1010 W o = 28psix `1 + 15Psj-'x41 = 315 4,0 P56 x . Cox 1 p fl wD- 28ps�x3' + to X�-- P> L LIDS nm 28Y 4'), ?•s f = 840, ?-or 4`x -3 f + 15 wz - 1155. oil- 0zt., = 2 S x'7• S�+ 1,5 u2 = ... S4 D.�O� .7 1 � a HO,4K-& SHAH ASSOCIATES, Inc. 6A112&4' gr51pgioc-F'* JOB NO CONSULTING ENGINEERS 3920 EXORONADO STREET, SUITE 203 BY ANAHEIM, CALIFORNIA 9 - 2807 DA . TE PHONE (714) 632-1865 FAX (714) 632-1314 SHq_ OF LE I N -13 G. i- t—p—c—n t = 4 13 fnj l5x4 'Z 00 IJL 4 lojesb'x 5,1 100 #j/ LIT K LOC -0 l8 6'(H'ILA H -Id = 4 60 Z$x + 15 Y'Z' 25x 14 + '15 x5' x W-15 : L I N E ner. r.,ri - iz H s 60 b-3 FL06H i's x Z.&O UJ L (o x In 40t.) LIFE; N 25x 14 + '15 x5' 410. RDx s 60 b-3 FL06H 6 CA r -f G HALL PoTfk ca' la' -I 470 LJ = IZ loc� )(10 CF I r1 r1. Ll F., - 4 Pe,5rpxr I400# 010 = 2 8 x co-+ 15 x 3 = 215'�� e SOxO- A0 11-0 #14f -1, o = 2 0 ry 140 j— -OZL =-W X 5 = 1(90 0-1/8,k IS s HOAK & SHAH ASSOCIATES, Inc. JOB NO 01 -Z& CONSULTING ENGINEERS r �; 3920 E� CORONADO STREET, SUITE 203 BYy, S HA � ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 DATE O SHOF lih�l✓ : �' BEAM PGo= 2Sx5w12 = Ingo i P6) .= '2d K 5xi2 - 1200 1q; ' o tISx4 L1Z� = 2Sx 12 s 3351' 2A 0 UJ = 2$x S. = f400 14L loo _A1111 ' 5 a. 1-1-I t I,I. E 'Ig ' L10 28�5�+ I�xCo+ = 230 IJ 20 x 5 = 1 0 0# H - IcviEPEk KMe, H:Cd ►.TALL sr% w 2$x5 = IAO #I,�� Zt = 20 x 5 1 10 (2 L1�1t✓ 3 . c G rJ oD k /, IJ L 3&0 GrG Hd-AK'& SHAH ASSOCIATES, Inc. fStOr--4 JOB NO CONSULTING ENGINEERS ev 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 DATE PHONE (714) 632-1865 FAX (714) 632-1314 SH- % OF l,I 6 N- I"h z poo 28x 4x14 - 15?0 Oio = 2t S + I Sx A _ 145 'A� 3' IJ i D = 2to x 3 = 610. x.110 - r2 x i A 4.1z� 2�X 14 2 $(7 N -2D G 1.Ir�� 0 L 28 x I I -# 1 S x 3 L) 20 x 1 = 2 2 D Cox 12 N -21 ifJ� 0 L v1„ : 3 SSCP v1L' = 22v X S H-22 L Uo = 195 5 ..,. 11 5� -i 115 x 4�= 3 b!5 ' 230 . '// N-23 G JOgcO L ►.10 = 28x 5 + 15-e4 s ZOO ]� o = 200 # /� IJ L' - I ODS/i & x 6p 6 A 5 kO`AK & SHAH ASSOCIATES, Inc. j3AflF,,,J JOB NO CONSULTING ENGINEERS By G�. S f-F/�I-i 3920 E. CORONADO STREET, SUITE 203 , ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 DATE SH S OF .. (3-7 FL.VSH LItJE.�j N5'f- BATt{ L _ 3.I WL; 20x e3t2) - 100' /� X g,g GA 01. trlr�f 405! !D� &X In OF .' (,,)o oPLi F1. Woz; 12 x 12 o + 15 X 4� A00 r ■ H6 -i ki- ADE2 P�EAM @ LI r16 O P� PA®= 28X 5'x 12.5 1�Sp 20 x 5�x t2-5� = IZ50 :.81 a �J, ►2o x3 = �o • t , WZ�D ; 2 $ x 12.6' = 350#�� to HOAK & SHAH ASSOCIATES, Inc. &A 0 EtJ R E6 106 CZ- JOB NO CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 BY 42, 6 HA N ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 :DATE SH 01. OF .Hg -2 HO2 •.��EAP�-f � �► �� 3a L = 14�-0SI �h = 28 x 5�+ 15 X 31 w x 5 1 DD#Ir (o x 10 OF- # l Mg -3 : Hok. (3EA h @ L I P6 32 L = l4-0. CrL..RF.j 41n: tax 9 4 1Sx5' QL : '2—OK. lo OF I— ra—'. L'0 ;. FLV 5 H -5Pl. a L 1"1E 2O 41c - 2Of5;t x 5 100 loo USE' SANE A -S ASOVE 60, x 11 O oG l L 28x S + 15x4.. = 2fID` IJ 20 x Cj = 10 o U'66 5A HS A!5 ',H 2 4. (ox 69 Pb- II F'LOSH L106 O : �►, - 28 x:. �9 2). =: 310 t..;iL = 20 x (�i+2) . 220' lox 10 OFA i Hoak & Shab Associate, Inc. Title : BADEN RESIDENCE Job # 01-26 Consulting Engineers Dsgnr: S. SHAH Date: 4:07PM, 4 APR 01 3920 E. Coronado St. Ste. # 203 Description : LOTS 37 & 39 THE ENCLAVE MOUNTAIN ESTATES Anaheim, Ca 92807 Scope Ph.:(714)632-1865 Fx.:(714)632-1314 Rev: 510900 u.:KV-0so91a.YoS.1.aaa-.%.-1999.V.32 Timber Beam & Joist (t)"1983-99 ENERCMC 6:101-26 badenresidencelfrerrenaecw.ecw.( Description Roof Headers/ Beams Timber Member Information -0.032 Calculations are designed to 1997 NDS and 1997 UBC Requirements -0.006- -0.010 H-1 H-2 H-3 H-4 H-5 B-1 H-6, GR DR Timber Section 1,932.8 6x6 6x4 6x4 6x6 6x8 6x10 6x12 Beam Width in 5.500 5.500 5.500 5.500 5.500 5.500 5.500 Beam Depth in 5.500 3.500 3.500 5.500 7.500 9.500 11.500 Le: Unbraced Length ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TI mber Grade 1,388.2 )ouglas Fit -Latch, louglas Fir - Larch,Douglas Fir -Larch, Douglas Fir -Larch, Douglas Fa - Larch, Douglas FG -Larch, Douglas Fir -Latch, Fb - Basic Allow psi 900.0 900.0 900.0 900.0 900.0 875.0 1,350.0 Fv - Basic Allow psi 95.0 95.0 95:0 95.0 95.0 85.0 85.0 Elastic Modulus ksi 1,600.0 1,600.0 1,600:0 1,600.0 1,600.0 1,300.0 1,600.0 Load Duration Factor 1.250 1.250 1.250 1.250 1.250 1.250 1.250 Member Type Sawn Sawn Sawn Sawn Sawn Sawn Sawn Repetitive Status -No No No No No No No Center Span Data Span ft 5.00 3.00 2.50 4.00 5.00 10.00 9.50 Dead Load #/ft 275.00 145.00 215.00 21.5.00 145.00 265.00 115.00 Live Load #/ft 100.00 60.00 120.00 120.00 60.00 170.00 60.00 Dead Load . #/ft 250.00 320.00 Live Load #/ft 180.00 230.00 Start ft 6.000 End ft 2.500 9.500 Point #1 DL lbs 1,290.00 2,030.00 LL Itis 920.00 1,450.00 @X ft 2.500 6.000 Results Ratio = 0.4508 0.2191 0.2486 0.2577 0.8430 0.7211 0.8729 Mmax @ Center in -k 14.06 2.77 3.14 8.04 48.90 65.25 139.79 @ X = ft 2.50 1.50 1.25 - 2.00 2.50 5.00 6.00 ib : Actual psi 507.1 246.5 279.7 289.9 948.4 788.7 1,.153.1 Fb : Allowable psi 1,125.0 1,125.0 1,125.0 1,125.0 1,125.0 1,093.8 1,687.5 Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK fv : Actual psi 38.3 19.4 25.1 25.8 73.8 52.9 92.7 Fv : Allowable psi 118.8 118.8 118.8 118.8 118.8 106.3 106.3 Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Reactions @ Left End DL lbs 687.50 217.50 268.75: 430.00 1,476.25 1,325.00 1,500.46 LL lbs 250.00 90.00 150.00 240.00 94750 850.00 967.50 Max. DL+LL Itis 937.50 307.50 418.75 _ 670.00 2,423.75 2,175.00 2,467.96 @ Right End DL lbs 687.50 217.50 268.75 430.00 1,163.75 1,325.00 2,742.04 LL lbs 250.00 90.00 150.00 240.00 722.50 850.00 1,857.50 Max. DL+LL lbs 937.50 307.50 418.75 670.00 1,886.25 2,175.00 4,599.54 Deflections Center DL Defl in -0.032 -0.008 -0.006- -0.010 -0.031 -0.117 -0.086 UDefl Ratio 1,893.0 4,283.4 4,991.8 4,729.1 1,932.8 1,028.2 1,329.0 Center LL Defl in -0.012 -0.003 -0.003 -0.006 -0.020 -0.075 -0.058 UDefl Ratio 5,205.8 10,351:4 8,943:6 8,473.0 2,969.5 1,602.7 1,975.1 Center Total Defl in -0.043 -0.012 -0.009 -0:016 -0.051 -0.192 -0.143 Location ft 2.500 1.500 1.250 2.000 2.460 5.000 5.054 UDefl Ratio 1,388.2 3,029.7 3,203.7 3,035.1 1,170.8 626.3 794.5 Hoak $ Shah Associate, Inc. Title: BADEN RESIDENCE Job # 01-26 Consulting Engineers Dsgnr: S. SHAH Date: 5:41 PM, 4 APR 01 3920 E. Coronado St. Ste. # 203 Description :LOTS 37 & 39 THE ENCLAVE MOUNTAIN ESTATES Anaheim, Ca 92807 Scope Ph.:(714)632-1865 Fx.:(714)632-1314 A": 81030 UorrK,-a609,2.VaS.1.9.224h 1999.W632 Timber Beam & Joist (d 198:{-99 ENSC 1lc 4101-26 baderuesidenceVraminaecw.ecw:Cal Description Roof Headers/ Beams - 2 Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Genter DL Deli in H-7 H-8 H-9 H-10 H-11 B-2 H-12 Timber Section 6x6 6x8 6x8 6x10 6x4 6x6 6x10 Beam Width in 5.500 5.500 5.500 5.500 5.500 5.500 5.500 Beam Depth in 5.500 7.500 7.500 9.500 3.500 5.500 9.500 Le: Unbraced Length ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Timber Grade ft 7ouglas Fir - Larch, ]ouglas Fir - Larch,Douglas Fir - Larch, Douglas Fir = Larch, Douglas fir - Larch, Douglas fir - Larch, Douglas Fir - Larch, Fb -Basic Allow _ psi 875.0 875.0 875.0 875.0. 875.0 875.0' 875.0 Fv - -Basic Allow psi 85.0 85.0 85.0 85.0 85.0 85.0 85.0 Elastic Modulus ksi ' 1,300.0 1,300.0 1;300.0 1;300.0 1,300.0 1,300.0 1,300.0 Load Duration Factor, 1.250 1.250 1.250 1.250 • 1.250 1.250 1.250 Member Type Sawn Sawn Sawn Sawn Sawn Sawn Sawn Repetitive Status No No No No No No No Center Spam Data Span ft 6.00 10.50 6.50 6.50 3.50 8.50 10.00 Dead Load #/ft 170.00 230.00 340.00 315.00 145.00 145.00 115.00 Live Load #/ft 100.00 100.00 200.00 180.00 60:00 80.00 85.00 Dead Load #/ft 95.00 Live Load #/ft 65.00 Start ft End ft - 7.000 Point#1 DL lbs . 1,010.00 840.00 LL lbs _ 720.00 600.00 @ X ft 4.000 7.000 Results Ratio = 0.4807 0.9677 0.6068 0.6804 0.3067 0.8040 0.8594 Mmax @ Center in -k 14.58 54.57 34.22 61.57 3.77 24.38 77.76 @-X = It 3.00 5.25 3.25 4.00 1.75 4.25 6.00 fb : Actual psi 525.8 1,058.4 663.7 744.2 335.5 879.4 939.9 Fb : Allowable psi 1,093.8 1,093.8 1,093.8 1,093.8 1,093.8 1. 1,093.8 1,093.8 Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK fv : Actual psi 34.1 55.9 51.6 65.7 23.5 42:5. 64.5 Fv : Allowable psi 106.3 106.3 106.3 106.3 106.3 106.3 106.3 Shear. OK Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Reactions (g Left End DL = lbs 510.00 1,207.50 1,105.00 1,412.21 253.75 616.25 1,259.25 LL lbs 300.00 525.00 650.00 861.92 105.00 340.00 900.75 Max. DL+LL lbs 810.00 1,732.50 1,755.00 2,274.13 358.75 956.25 2,160.00 @ Right End DL lbs 510.00 1,207.50 1,105.00 1,645.29 253.75 616.25 1,395.75 LL lbs 300.00 525.00 650.00 1,028.08 105.00 346.00 1,004.25 Max. DL+LL lbs 810.00 1,732.50 1,755.00 2,673.36 358.75 956.25 2,400.00 Deflections Genter DL Deli in -0.050 -0.250 -0.054 -0.043 -0.019 -0.172 -0.131 UDefl Ratio 1,439.9 • 503.5 1,435.8 1,817.6 2,191.6 593.7 916.0 Center LL Defl in -0.029 , -0.109 -0.032 -0.027 -0.008 -0.095 -0.094 UDefl Ratio 2,447.8 1,158.1 2,440.9 2,878.9 5,296.4 1,076.2 1,278.9 Center Total Dell in -0.079 -0.359 -0.086 -0.070 -0.027 -0.267 -0.225 Location ft 3.600 5.250 3.250 3.354 1.750 4.250 5.160 L/Defl Ratio 906.6 350.9 904.0 1,114.2 1,550.2 382.6 533.7 T w: T `Hoak 8r Shah Associate,.lnc. Title: BADEN RESIDENCE Job # 01-26 Consulting Engineers Dsgnr: S. SHAH Date: 12:18PM, 5 APR 01 3920 E. Coronado St. Ste. # 203 Description : LOTS 37 8 39 THE ENCLAVE MOUNTAIN ESTATES .Anaheim, Ca 92807 Scope Ph.:(714.)632-1865 Fx.:(714)632-1314 R7. R°' 5 1030 Timber Beam & Joist KW -030918, V°r 5.1.3.224-19".W1432 (c) 1939.99 CNeRCAIc d:101-26 badenresidencelfrarrrngecw.ecw:( Description Roof Headers/ Beams - 3 Timber Member Information -0.045 Calculations are designed .to 1997 NDS and 1997 UBC Requirements -0.054 -0.067 H-13 H-14 H-15 H-16 B-3 H-17 H-18 Timber Section 713.5 , 6x4 6x4 6x6 6x6 6x10 6x6 6x6 Beam Width in 5.500 5.500 5:500 5.500 5.'500 5.500 5.500 Beam Depth in 3.500 3.500 5.500 5.500 9.500 5.500 5.500 Le: Unbraced Length ft 0.00 0.00 0.00 0.00 "0.00 0.00 0.00 Timber Grade 709.6 )ouglas Flt -Latch, Douglas Fir - Larch,Douglas F r -Latch, Douglas Fir -Larch, Douglas Fir -Larch, Douglas Fir -Latch, Douglas Fir -Latch, Fb - Basic Allow psi 875.0 875.0 875.0. 875.0 1,350.0 875.0 875.0 Fv - Basic Allow psi 85.0 85.0 85.0 85.0 85:0 85.0 85.0 Elastic Modulus ksi 1,300.0 1,300.0 1,300.0 1,300.0 1,600.0 1,300.0 1,300.0 Load Duration Factor 1.000 1.250 1.250 1.250 1.250 - 1.250 1.250 Member Type Sawn Sawn Sawn Sawn Sawn Sawn Sawn Repetitive Status No No No No No No No Center Span Data Span ft 4.00 4.00 5.50 5.00 10.00 5.00 7.00 Dead Load #/ft 200.00• 255.00 260.00 470.00 470.00 230.00 90.00 Live Load #/ft 100.00 160.00 120.00 280.00 280.00 100.00 Dead Load #/ft 140.00 Live Load #/ft 100.00 Start ft End ft 7.000 Results Ratio = 0.7328 0.8109 0.5685 0.9273 0.8592 0.4080 0.7997 Mmax @ Center in -k 7.20 9.96 17.24 28.12 112.50 12.37 24.25 @ X = ft 2.00 2.00 2.75 2.50 5:00 2.50 3.50 fb : Actual psi 641.2 887.0 621.8 1,014.3 1,359.9 446.3 874.7 Fb : Allowable psi 875.0 1,093.8 1,093.8 1,093.8 1,687.5 1,093.8 1,093.8 Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK fv : Actual psi 40.0 55.4 43.5 76.6 91.3 33.7 49.9 Fv : Allowable psi 85.0 106.3 106.3 106.3 106.3 106.3 106.3 Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Reactions @ Left End DL lbs 400.00 510.00 715.00 1,175.00 2,350.00 575.00 805.00 LL lbs 200.00 320.00 330.00 700.00 1,400.00 250.00 350.00 Max. DL+LL Itis 500.00 830.00 1,045.00 1,875.00 3,750.90 825.00 1,155.00 @ Right End DL lbs :400.00 510.00 715.00 1,175.00 2,350.00 575.00 805.00 LL lbs 200.00 320.00 330.00 700.00 1,400.00 250.00 350.00 Max. DL+LL lbs 600.00 830.00 1,045.00 1,875.00 3,750.00 825.00 1,155.00 Deflections Center DL Defl in -0.045 -0.057 -0.054 -0.067 -0.168 -0.033 -0.125 UDefl Ratio 1,064.5 834.9 1,222.3 899.9 713.5 , 1,839.0 670.2 Center LL Defl in -0.023 -0.036 -0.025 -0.040 -0.100 -0.014 -0.054 UDefl Ratio 2,128.9 1,330.6 2,648.2 1,510.6 1,197.6 4,229.7 1,541.4 Center Total Defl in -0.068 -0.094 -0.079 -0.106 .-0.268 -0.047 -0.180 Location ft 2.000 2.000 2.750 2.500 5.000 2.500 3.500 UDefl Ratio 709.6 513.0 836.3 564.0 447.1 1,281.7 467.1 Hoak & Shah Associate, Inc. - Consulting Engineers 3920 E. Coronado St. Ste. # 203 Anaheim, Ca 92807 Ph.:(714)632-1865 Fx.:(714)632-1314 Pc. 510300 Lk' .. KW -080912, Ve S.1.3, 22•Jm•1999, W632 - (c) 1983.99 ENERCMC Title: BADEN RESIDENCE Job # 01-26 Dsgnr: S. SHAH Date: 12:06PM, 5 APR 01 Description: LOTS 37 & 39 THE'ENCLAVE MOUNTAIN ESTATES Scope General Timber Beam Description ROOF FRAMING -4 lbs lbs lbs BEAM B-5 @ LINE G ...distance 9.000 ft 0.000 ft General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 5.125x12.0 Center Span 14.00 It .....Lu 0.00 It Beam Width 5.125 in Left Cantilever ft ....:Lu 0.00 It Beam Depth 12.000 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 #/ft LL Vft 21.0 k -ft Fb Base Allow 2,400.0 psi Load Dur. Factor '' 1.250 Fv Allow 190.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi #/ft Start Loc E 1,800.0 ksi Full Lengh Uniform Loads lbs lbs lbs lbs Itis lbs ...distance 9.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Center DL 115.00 #/ft LL 40.00 #/ft. Beam Design OK Left Cantilever DL #/ft LL #/ft 0.683 : 1 Right Cantilever DL #/ft LL Vft 21.0 k -ft Maximum Shear * Trapezoidal Loads 9.4 k ,'Allowable 30.7 k -ft Allowable #1 DL @ Left #/ft LL @ Left #/ft Start Loc 0.000 ft DL @ Right 140.00 #/ft LL @ Right 100.00 #/ft End Loc 7.500 ft #2 DL @ Left 140.00 #/ft LL @ Left 100.00 #/ft, Start Loc 7.500 ft DL @ Right #/ft LL @ Right #/ft End Loc 15.000 ft #3 DL @ Left 335.00 #/ft LL @ Left 240.00 #/ft Start Loc 9.000 ft DL @ Right 335.00 #/ft LL @ Right 240.00 #/ft End Loc 15.000 ft Point Loads Fb 3,000.00 psi Fv 237.50 psi Right DL 3.81 k Max Live Load 1,200.0 lbs lbs lbs lbs lbs Itis lbs ...distance 9.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Summary Beam Design OK Span= 14.00ft, Beam Width = 5.125in x Depth = 12.in, Ends are Pin -Pin Max Stress Ratio 0.683 : 1 Maximum Moment 21.0 k -ft Maximum Shear * 1.5 9.4 k ,'Allowable 30.7 k -ft Allowable 14.6 k Max. Positive Moment 21.01 k -ft at 9.016 ft Shear: @ Left 3.46 k Max. Negative Moment -0.00 k -ft at 14.000 ft @ Right 6.25 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.462 - in Max. M allow 30.75Reactions... @ Right 0.000 in lb 2,049.28 psi' tv 152.34 psi Left DL 2.19 k Max 3.46 k Fb 3,000.00 psi Fv 237.50 psi Right DL 3.81 k Max 6.25 k Deflections - - Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.308 in -0.501 in Deflection 0.000 in 0.000 in ...Location 7.392 ft 7.392 ft ...Length/Defl 0.0 0.0 ...Length/Defl 545.2 335.27 Right Cantilever... Deflection 0.000 in 0.000 in ...LengttUDefl 0.0 .0.0 ' Hoak 8t Shah Associate, Inc. True : BADEN RESIDENCE Job # 01-26 ' Consulting Engineeri .� ' ' 't'DsgnF S. SHAH ' Date- 12:06PM, 5 APR 01 3920 E. Coronado St. Ste. # 203 ... Description : LOTS 37 & 39 , ` ' ' THE ENCLAVE MOUNTAIN ESTATES r ,a y� Anaheim, Ca 92807 �, ape •.. Ph.:(714)632-1865 Fx.:(7,14)632=1314 . A '. ,, _ " '. r ,.• 1W.:Ka°�912.Vu5.1.0.22,hn•1999.V.12 - • General TimberrBeam' - (c] 1983.99.ENERCALC .. 1' d:IOI-26 baderueslderlcelfi.rri-W.ecw.Cakd , Description ROOF FRAMING -1 ' BEAM B-5 @ LINE G` Stress Calcs ,. Beriding Analysis Ck -19.865 ,;Le 0.000 ft _ Sxx123:.00063 a' Area 61.500 in2 Cv 1.000 -Rb ' 0.000 Cl 0:000 Max Moment Sxx Recfd,. Allowable tb ti' ` r , (dl'Center _ a - 21.01 k -ft 84.02 in3 +' 3,000.00 psi @Left Support 0.00 k -ft 0.00 in3 3,000.00 psi ` @ Right Support 0:00 k -ft • ; 0.00 in3 3,000.00 psi ` • Shear Analysis , @-Left-Support X. @ Right Suppot a' 'Design Shear -5:19 k 9:37 k ' Area Required 21.872 in2 . 39448 in2 ' r ' i Fv: Allowable', • 237.50 psi 237.50' psi ''' • ' Bearing @ Supports Max. Left Reaction3.46 k r. Bearing Length Req'd ,:, 1.207 in Max. Right Reaction 6.25 k .: Beiring Length Req'd 2.176 in M , • Sketch & Diagram. 'r • �r• ",-.•� .'/-s' _ y .80 .20 P.60 R.00 0.40 P.60 11.20 , 1260 14.00 ., t 1$$ttllt ! I • I Il I - 4W, / IT t t 1't URI 1 1,/t 1111111 1I 1111!1161 tl I 16 I I ' ' • 26 ' 1' 57�! t i 1�1 t i I 575wft 2.07 .- �,� • I I rt 1 t t 1 1 t t - • �• r . -• _ 3.10 _ .. '4.14• .. [ '• 5.17 , • - ' -'4 ' Shear load (k) Location Abng Member (ft) _ • . .80 .20 .60 •� Ill.80 11.20 1260 14.0021.Ok-ftDma:=-050 tin (I!!I IIFt- = 3.5k r .Rmax = 6.2h 1111111111111111Vm.e Idt=3.5h . �: ', .Ym en 6.2h U1111 IIIII 9I.II IR!III 6NyP'I°I.11111V! '198, No' Wil ^'16D"'14.00 II I II6Vt6611!6i 6 1111111! 111'116!1! I I I IVe II I V . 8endldiji&.-t (k -ft) Location Abn9Member (ft) , - 0.10 il!11111 611!66IR!I!II611 .111!1!1 9YII I I ' I 1 a a1 p! I II IIIIUIIIlilll III III'IIi6i I'll II I I I 11111111011111161 111 11 I I ! ' _ ,. ozo Illftlllia:'6 -25 ' U IRIPIi 4161' 161161 II I I f l I I° , 0.30 "'!!iill6! I I61:!1i61 I!IIIIIII III I ! I I a �. • as "''t IP 11111IRI INIiIIII I i ' 0.40 IIIIIII!IIII I II .. , 'f 'tk" �. - - ♦ . •i r• .45 � �'•++ Local "y" Deflection (in) " , , 'a•i Location Along Member (ft) -. � - �•', ' y ,y.��. ... C - to . .. ` ,� �s t � .s - y; - r . -fi., �,. • -f , ' J 1 _ i %' + civ .. ` . r•dir . ' E •s,. ?;r. r ..art ,, Hoak & Shah Associate, Inc. Consulting Engineers 3920 E. Coronado St. Ste. # 203 Anaheim, Ca 92807 Ph.:(714)632-1865 Fx.:(714)632-1314 R.: 510900 User. KV -080912. Vv 5.1,9.22-hm-1999. Win92 rel 1989.99 ENMAIC Description ROOF FRAMING -5 BEAM B-4 @ LINE 22 Title: BADEN RESIDENCE Job # 01-26 Dsgnr: S. SHAH Date: 2:57PM, 5 APR 01 Description : LOTS 37 & 39 THE ENCLAVE MOUNTAIN ESTATES Scope : General Timber Beam General Information lbs Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 5.126x12.0 Center Span 14.00 It .....Lu 0.00 ft Beam Width 5.125 in Left Cantilever It .....Lu 0.00 ft Beam Depth 12.000 in Right Cantilever It .....Lu 0.00 ft Member Type. GluLam Douglas Fir, 24F - V4 - Fb'Base Allow 2,400.0 psi Load Dur. Factor 1.250 Fv Allow 190.0 psi Beam End Fixity Pin -Pin Fc. Allow 560.0 psi DL @ Right 140.00 #/ft LL ,@ Right E 1,800.0 ksi Full Len h Uniform Loads lbs lbs lbs lbs Center DL 215.00 #Ift LL 120.00 #/ft 0.000 ft 0.000 ft 0.000 Left Cantilever DL #/ft LL #Ift Right Cantilever DL #/ft LL #Ift Trapezoidal Loads 0.672: 1 #1 DL @ Left #/ft LL @ Left #/ft Start Loc 0.000 ft DL @ Right 140.00 #/ft LL ,@ Right 100.00 #/ft End Loc 7.000 It #2 DL @ Left 140.00 #/ft LL @ Left 100.00 #/ft Start Loc 7.000 It DL @ Right #/ft LL @ Right #/ft End Loc 14.000 It Point Loads Live Load 1,400.0 lbs lbs lbs lbs lbs lbs lbs ...distance 10.000 ft 0.000 It 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Summary Beam Design OK Span= 14.00ft, Beam Width = 5,125in x Depth = 12.in, Ends are Pin -Pin Max Stress Ratio 0.672: 1 Maximum Moment 20.7 k -ft Maximum Shear 1.5 8.8 k Allowable 30.7 k -ft Allowable 14.6 k Max. Positive Moment 20.67 k -ft at 8.960 ft Shear: @.Left 4.26 k Max. Negative Moment 0.00 k -ft at 0.000 ft @,Right 5.86 k Max @ Left Support 0.00 k -ft umber: @ Left 0.000 in Max @ Right Support 0.00 k -ft I§,Center 0.499 in Max. M allow _ 30.75 Reactions... @ Right 0.000 in lb 2,01620 psi tv 143.01 psi Left DL 2.67 k Max 4.26 k Fb 3,000.00 psi Fv 237.50 psi Right DL 3.67 k . Max 5.86 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0:332 in -0.532 in Deflection _ 0.000 in 0.000 in ...Location 7.280 ft 7.280 ft ...Length/Defl 0.0 0.0 ...Length/Defl 505.4 315.76 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Defl 0.0 0.0 '• Hoak & Shah Associate, Inc. + .- Title: BADEN RESIDENCE a � t.`" : Job # 01 26 `, y Engineers Consulting. i" r Dsgnr: S. SHAH :Date 2:57PM 5 APR 01, - 3920 E: Coronado St. Ste. # 203 Description :LOTS 371& 39 THE ENCLAVE MOUNTAIN ESTATES - c Anaheim Ca 92807 ` ' Scope: r'-t3� Ph.:(714)632-1865 Fx.:(714)632 1314 . w 510300 1999, Wi632 - 8 � General Timber Beam. *r. KV -060912. Va S. I A224vo (e) 1983.99 CNCRCALC d:101-26 badenresidencetframi .ei:ae-Calcul Description •. ROOF FRAMING -5, ' BEAM B-4'@ LINE 22 :. _ .� .. ... Stress Calics Bending Analysis , Ck t 19.865" :Le 0.000 ft Sxx 123:000 in3f ""Area 61.500 int ' Cv 1.000 ,_Rb 0.000 -'CI - 0.000 ' c3 Max Moment 'Sxx Read Allowable.fb • ; Center ; 20.67 k -ft 82.66 in3 . ' 3,000.00 psi r @ Left Support , 0.60' k -ft 0.00 in3 �,: 3,000.00 psi " @ Right Support ' ' 0.00 k -ft 0.00 in3,. 3,000.00 psi -t '• , Shear Analysis: @Left :Support Right Support Design Shear 6:38 k 880k ' Area Required 26.883 in2 ' 37.033 int ' Fv: Allowable '237:50 psi " 237.50;psi- ;: .+• Bearing @ Suppoits, i T t Max. Left Reaction r 4.26 k Bearing Length Req'd 1.483 in Max. Right Reaction 5.86 k Bearing Length Req'd , 2.043 in Sketch S Diagram _ - ✓ - - �� 40 .8y .20 7 j� 137"" 'j�j"�!it,�j",Fn -60 •40 .80 11.20 12.60 - 14.00 i - - tit ttt••'t11t 1 33501ft . ` *'- rTrlTrl�i , . . 14�Tl�TMI� I oo I III IlltltluuomY „ Y, ._ r 2.92 3.90 - - _ 4.67 Skear Load (k) to<ation Along Membcr (it) .fix =20.76 -ft �� .. + .67- 1.40 .s0 4.2012.60 - 14.00 • , .. Dmaa--0.532in - 3 - 8.60 IIII''I'! I II INII'' 653 II I ' Rma:c4.3k - +;. R --5.9k 4.47_ I ,I - . Vma: C•5left -4.3k - • Vmaa Cert -5.9k 2.40 I I oa3 1111 liIIIII 1101 IN I !1 1 III r II,I Ilill' II I ; ! i! lIl tI! N iI, II I,I •'- -➢ ,.,-: f •,;, 7 20. (I I II.iIIIII IV8"N�II,.I!w NI1II I,NI I1I1 - � '�"- `••- ` -13 � � I tlN l II IIII II! II8 IIII 111111 III`I. I1II1II111 I, 1I1III II • i MnIPtIk-f) (h-fl) eeadh:akQ•."PR •• LoI ier6) .� A'IIII loN(InIIIVN'Yg • " I I IIIII' IN -�. NNNIIIIlII,l IIuI IlIllu1 I T C4.00' 8111I1. III .I'ID I N N11IiI!ItlNmN 1I1MN' P.80N IIIIII II I'.;' 11I! ••'Y - I 16 0211. I IIII InII I II NTI,II 1111111110011111111? NIItII I Nn '- 'Im `' .27 0.32 ,-" ' II1 II N(1lf1l1it u � � . v_ rI •+037 0.43 NII1 1I.I1 1IlublN!I1I I,No I1IIIIIIII NN I �- .-. a, r- 0.48 . Local •y Defeetlon (o !IIIIN Lotion Along Member (it)I it Hoak & Shah Associate, Inc. Title: BADEN RESIDENCE Job # 01-26 Consulting Engineers Dsgnr: S `SHAH Date: 3:04PM, 5 APR 01 3920 E. Coronado St. Ste. # 203 Description: LOTS 37 & 39 THE ENCLAVE MOUNTAIN ESTATES Anaheim, Ca 92807 Scope Ph.:(714)632-1865 Fx.:(714)632-1314 P-: 5110M W,x. KV -069912, V. 5. 1.3.22414n- 1999. Wm32 Timber Beam & Joist (c) 1983-"E PICALc d:101-26badenresidenceiframinoecw.ecw.l Description Roof Headers/ Beams - 6 Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Center DL Defl in -0.312 B-6 H-19 H-20 H-21 R-22 H-23 H-24 Timber Section 1,316.9 5.125x10.5 6x8 6x12 6x8 6x8 6x4 6x6 Beam Width in 5.125 5.500 5.500 5.500 5.5d0 5.500 5.500 Beam Depth in 10.500 7.500 11.500 7.500 7.500 3.500 5.500 Le: Unbraced Length ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TI mber Grade 2.500 Douglas FG, 24F - V ]ouglas Fir - Larch,Douglas Fir - Larch, Douglas Fir - Larch, Douglas Fir - Larch, Douglas Fu - Larch, Douglas Fir - Larch, Fb - Basic Allow psi 2,400.0 875.0 875.0 875.0. 875.0 875.0 875.0 Fv - Basic Allow psi 190.0 85.0 85.0 85.0 85:0 85.0 85.0 Elastic Modulus ksi 1,800.0 1,300.0 1,300.0 1,300.0 1,300:,o 1,300.0 1,300.0 Load Duration Factor 1.250 1.250 1.250 1.250 1.250 1.250 1.250 Member Type Glul-am Sawn Sawn Sawn Sawn Sawn Sawn Repetitive Status No No No No No No No Center Span Data Span ft 12.50 7.00 11.00 7.00 7.00 5.00 7.00 Dead Load #/ft 505.00 145.00 355.00 355.00 '385.00 200.00 200.00 Live Load #/ft 360.00 60.00 220.00 220.00 230.00 100.00 100.00 Dead Load #/ft 390.00 Live Load #/ft 280.00 Start ft 4.000 End ft 7.000 Point #1 DL Ibs 1,570.00 LL Ibs 1,120.00 @X ft Results Ratio = 0.7176 0.6414 0.7871 0.7494 0.8015 0.9160 0.7270 Mmax @ Center in -k 202.73 36.17 104.36 42.26 45.20 11.25 22.05 @ X = ft 6.25 - 4.37 5.50 3.50 3.50 2.50 3.50 lb : Actual' psi 2,152.8 701.5 860.9 819:6 876.7 1,001.9 795.2 Fb : Allowable psi 3,000:0 1,093.8 1,093.8 1,093.8 1,093.8 1,093.8 1,093.8 Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK tv : Actual psi 130.2 63.9 62.4 60.3 64.5 51.9 45.4 Fv : Allowable psi 237.5 106.3 106.3 106.3 106.3 106.3 106.3 Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Reactions @ Left End DL lbs 3,156.25 ' 1,878.21 1,952.50 1,242.50 1,347.50 500.00 700.00 LL Ibs 2,250.00 1,960.00 1,210.00 770.00 805.00 250.00 350.00 Max. DL+LL lbs 5,406.25 3,838.21 3,162.50 2,012.50 2,152.50 750.00 1,050.00 @ Right End DL lbs 3,156.25 1,426.79 1,952.50 1,242.50 1,347:50 500.00 700.00 LL Ibs 2,250.00 870.00 1,210.00 770.00 805.00 250.00 350.00 Max. DL+LL Ibs 5,406.25 2,296.78 3,162.50 2,012.50 2,152.50 750.00 1,050.00 Deflections Center DL Defl in -0.312 -0.064 -0.129 -0.076 -0.083 -0.110 - -0.109 UDefl Ratio 481.2 1,316.9 1,022.9 1,101.0 1,0152 545.0 770.7 Center LL Dell in -0.222 -0.036 -0.080 -0.047 -0.049 -0.055 -0.054 UDefl Ratio 675.0 2,310.5 1,650.5 1,776.6 1,699..4 1,090.0 1,541.4 Center Total Dell in -0.534 -0.100 -0.209 -0.124 -0.132 -0.165 -0.163 Location ft 6.250 3.696 5.500 3.500 3.500 2.500 3.500 UDefl Ratio 280.9 838.8 631.5 679.8 635.5 363.3 513.8 Hoak & Shah Associate, Inc. Title: BADEN RESIDENCE Job# 01-26 Consulting Engineers Dsgnr: ' S. SHAH Date: 5:04PM, 5 APR 01 Description : LOTS 37 8 39 30 E. Coronado 5t. 92 Ste. # 203 THE ENCLAVE MOUNTAIN ESTATES Anaheim, Ca 92807S • cope cope Ph.:(714)632-1865 Fx.:(714)632-1314 Rm 10M R`" 51030° 9fa. Y. s.1.3.za-Jun-1999, Win32 Timber Beam & Joist _ (c)1983.99 ENERCAIC d.011-26badenresidencelfrarningeCw.ecw:Calcul Description Roof Headers/ Beams - 7 Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements B-7 B-10 HB-1 HB-2 HB-3 B-11 Timber Section 6x6 6x8 5.125x15.0 6x10 6x10 6x10 Beam Width in 5.500. 5.500 5.125 5.500 5.500 5.500 Beam Depth in 5.500 7.500 r 15.000 9.500 9.500 9.500 Le: Unbraced Length ft 0.00 0.00 0.00 0.00 0.00 . 0.00 Timber Grade ]ouglas Fir - Larch, Douglas FG - Latch: Douglas Fir, 24F - V Douglas F6 - Larch, Douglas Fir - Larch, Douglas Fir - Larch, Fb - Basic Allow psi 875.0 875.0 2,400.0 1,350.0 1,350.0 1,350.0 Fv - Basic Allow psi 85.0 -85.0 190.0 85'0 85.0 85.0 Elastic Modulus ksi 1,300.0 1,300.0 1,800.0 1,60D.0 1,600.0. 1,600.0 Load Duration Factor 1.250 11, 1.250 1.250 1.250 1.250 1.250 Member Type Sawn Sawn Glul-am Sawn Sawn. Sawn Repetitive Status No No No No No No Center Span Data Span ft 7.00 5.00 - 16.00 .14.00 14.00 13.00 Dead Load #/ft 285.00 400.00 130.00 185.00 235.00 310.00 Live Load #/ft 100.00 240.00 60.00 100.00 - 160.00 _ 220.00 " Dead Load #!ft 350.00 Live Load #/ft 250.00 Start It 8.000 End ft - 16.000 Point #1 DL lbs 1,750.00 LL lbs - 1,250.00 @ X ft 8.000 Results Ratio = 0.9330 0.4256 0.5761 0.6002' 0.8318 0.9624 �.., Mmax @ Center in-k 28.30, 24.00 332.16 83.79 116.13 134.35 @ X = It 3.50 2.50 8.00 7:00 7.00 6.50 fb : Actual psi 1,020.5 465.5 1,728.3 1,012.8 1,403.7 1;624.0 Fb : Allowable psi 1,093.8. 1,093.8 3,000.0 1,687.5. 1,687.5 1,687.5 Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK tv : Actualpsi 58.3 <, 43.8 . 110.4 50.9 70.5 87.0 Fv : Allowable psi 106.3 106.3 237.5 106.3 106.3 106.3 Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Reactions @ Left End DL lbs 997.50 t,000.00 2,615.00 1,295.00 1,645.00 2,015.00 LL lbs 350.00 600.00 1,605.00 700:00 1,120.00 1,430.00 Max. DL+LL lbs 1,347.50 1,600.00 4,220.00 1,995:00 '2,765.00 3,445.00 @ Right End DL lbs 997.50 1,000.00 4,015.00 1,295.00 1,645.00 2,015.00 LL lbs 350.00 -600.00 2,605.00 700.00 1,120.00 1,430.00 Max. DL+LL lbs 1,347.50 1,600.00 6,620.00 1,995.00 2,765.00 -3,445.00 Deflections Center DL Dell in -0.155 - -0.022 -0.273 -0.254 -0.323 -0.317 UDefl Ratio 540.9 2,681.3 703.1 660.6- 520.0 •492.4 Center LL Dell in -0.054 -0.013 -0.176 -0.137 -0.220 -0.225 UDefl Ratio 1,541.4 4,468.9 1,088.5 1,222.1 763.8 693.8- 93.8'Center CenterTotal Dell in -0.210 -0.036 -0.449 -0.392 -0.543 -0.542 Location ft 3.500 2.500 8.256 7.000 7.000 6.500 UDefl Ratio 400.4 1,675.8 427.2 428.8 309.4. 288.0 r Hoak & Shah Associate, Inc. ft Title: BADEN RESIDENCE Job # 01-26 Consulting Engineers 0.00 Dsgnr. S. SHAH Date: 3:12PM, 5 APR 01 in -k ft Description : LOTS 37 8 39 3920 E. Coronado St. Ste. # 203 10.00 THE ENCLAVE MOUNTAIN ESTATES Anaheim, Ca 92807 3.2 Scope Ph.:(714)632-1865 Fx.:(714)632-1314 6x10 1 6x10 Beam Width a.o: 510300 U-KW-060912,V.r5.1.9.22-J.-1999,Wi.= Multi -Span Timber Beam 5.500 5.500 (c) 198.1.99 eWALC Beam Depth d:101-26 badertresidenceWrarrirneew.ecw.CalA 9.500 9.500 9.500 9.500 End Fixity Description Roof Headers/ Beams - 8 Rn - Pin Pin - Free BEAM B-8 Pin - Free Le: Unbraced Length ft .General information 0.00 0.00 0.00 Douglas Fir - Larch, No.2 Fb : Basic Allow 875.0 psi:, Elastic Modulus 1,300.0 ksi Spans Considered Continuous Over Support Fv : Basic Allow 85.0 psi Load Duration. Factor 1.250 Loads Calculations are designed to 1997 NDS and 1997 UBC Requirements Timber Member Information Live Load Used This Span T Yes Yes No Yes Dead Load #/ft 405.00 Description SN�IPLE CANTILEVER SWIPLE CANTILEVER Span Location . ' ft 0.0 0.00 0.00 Moment in -k ft 10.00 a.00 10.00 a.00 Timber Section 3.2 6x10 6x10' 6x10 1 6x10 Beam Width in 5.500 5.500 5.500 5.500 Beam Depth in 9.500 9.500 9.500 9.500 End Fixity Rn - Pin Pin - Free Pin - Pin Pin - Free Le: Unbraced Length ft 0.00 0.00 0.00 0.00 Member Type Sawn Sawn " Sawn Sawn Loads Live Load Used This Span T Yes Yes No Yes Dead Load #/ft 405.00 405.00 405.00 405.00 Live Load #/ft 290.00 290.00 290.00 Results Mmax @ Cntr in -k 85.7 0.0 32.0 0.0 @ X = ft 4.53 4.00 3.60 4.00 Max @ Left End in -k 0.0 -38.9 0.0 -66.7 Max @ Right End in -k -38.9 0.0 -66.7 0.0 tb : Actual psi 1,036.1 470.0 806.5 806.5 Fb : Allowable psi 1,093.8 1,093.8 1,093.8 1,093.8 Bending OK Bending OK Bending OK Bending OK Shear @ Left k 3.15 1.62 1.47 2.78 Shear @ Right k 3.80 0.00 2.58 0.00. tv : Actual psi 93.1 37.5 64.8 •64.4 Fv : Allowable psi 106.3 106.3 106.3 106.3 Shear OK Shear OK Shear OK Shear OK Reactions & Deflection . DL @ Left k 1.70 3.97 1.70 3.97 LL @ Eeft k 1.45 1.45 N p -0.2� 1.39 Total @ Left k 3.15 5.42 1.47 F� 5.36 .DL @ Right k 3.97 0.00 L>PL1 3.97 0.00 LL @ Right k 1.45 0.00 1.39 0.00 Total ig Right k 5.42 0.00 5.36 0.00 Max. Deflection in -0.238 0.203 -0.065 -0.098 @ X = ft 4.80 4.00 4.07 4.00 Query Values Description SN�IPLE CANTILEVER SWIPLE CANTILEVER Span Location . ' ft 0.0 0.00 0.00 Moment in -k 0.0000 0.0 -38.9 Shear lbs 3.2 1.6 Deflection t in 0.0000 0.0000 U.00 o.00. - 0.0 -66.7 4 1.5 2.8 0.0000 0.0000 HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E,. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX(714)632-1314 0 JOB NO �l 2 By DATE 14 0 t - SH ' I OF �,ATEQA'L A��L�YSI� • eek. � ' L11 r% L-OArJI f�� ' t)gG iq�7 • ., � . 70 ,njpk - G 6 , 1.3 o ' , �s � r2.Gv Ppb I,� = I •lJ • P - 1.0&x 1-30 xl2.aap s .$=!� li•37 p��' '(OPAL �AS� SNEl�IrL. - �1or21M �� 1�.3�pa�•x 55-5 x �!a k3� EAg(� IES'(• J� = I�-37Qs�x 23.5�x �:�v t1•5�1 . `302 �_ �(r3o•3o��. r s _ �616H14 U6G 1,1 q7 IC�30.2- 3 SINP�,IFIEp LASE sk1 �). 501 L PA 2/a ri C 'fcp •s Q-fN 511 fCH 5 601J,�XU I.fA O f5 , FIL1: 00 07640-01-1 CAiE 31 1 3 1WOO 90I(. PROFILE - so 50 I2GE -I YP E A 01 gTarl GE 12 A-rJ 0.2 CA S FAVi—T). ov gE15i�1�G CO -EFF. = .0.44 Ija = o •44.- HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 _ JOB NO O ' BY - s �tA 4 DATE 4 t 4 I 0 I _ SH OF .gAgE .SNEfiQ v �'"R Ca 4J � iEQ �D- il� j ' 3 •D x O.44 � @ �rREn1 GitN 1.E��L .. 00 �%Q • 12 -10) Gd 5'TQ ESS [Z, OF, L-- 4. 4 0.12 I� A; I,pA -;,IF) 61 : RDoF : 2Sp x -Z -3. 5YT LJA LI 2 X tS P x 12' O 101 8 x 0.172 = 1'75.1 SEISM ►G C-�D J E� S C/O. . I.d,or of n�Gi : IZOOF ; ' 28, p' x 5 = 1540 cwt ti-►�Lc.: 2 x 15P��x 12 .: ago- . Igf, 0Att,: 5x 12 J , .,5&o 2200 *,`X 3 1SH IG 6r®VCW0�5 - tJ DR I N � . �Ol�'fi-t • �1, = I �5 • t x 1311 23 -S' t q �•'�-�� .J ,� � 1 � .; . 1 �� 175.1 x 17/Z3.54 I I 4►y� 1140 2130 =213o ��'-- 32�� 48.5' 125.3#� Q.+,►�o ° "'�ro�8 4-70. 31700-1 (1, 81 C-1 ��G ID.S� 1 5?•,5 � 104 8 � . (2) 2x rP- Pt 16,d PCP FAQ 8•�� 13' 33'-0�� . HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 i — JOB N0. - a l /L&I. — BY �'J •''� H A 1-t _ DATE SH OF Y L-3 20Q -F DI�:Or�2.SC�r9 � . t 8 43� G 0 Ir . dsf- (2) Top PLASS h I 4-1_011 LAP SP L I GE,: FALL 1 f s 78& P G � ►3 q' S.t 4' - 0g6 l'/$� x 1 f9ga 6TE1FL ,TRAP ' 3 67 P03 0. 4 8d 4P, s`v-G kIALL 3 1 = %8& + 1140, L 8, v' : ig2G4r- = 241 W-/' Cal F 51 2 . rt , : 2 06-f 2 / S o ja ET O, i P{ . y � 13 • q LPL IF7 3� (2)-4 Tag• i T.. HOAK & SHAH ASSOCIATES, Inc. > �E� g ��-'� �� JOB NO" �I " 2� CONSULTING ENGINEERS ' 3920 E. CORONADO STREET, SUITE 203 BY ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 DATE 4.1410-1 SH OF I jAI,L 6 P= II -40+21 sO = 3270 L = I (v v' = 32-2o"�+�° = 20 4. 4' G I 0,T, H, = 3.21 x IfL� = SI-124"- WALL I-24"- WALL - i 0pst x 12 54 5 pX i �z/2 x 0'ss' -57. 5 1� 06-T uP L'I FT L1hLL 0 p6 = 2130.-} . 1�S•I x.�G�23,s-. x3�.. - 'ULGS" Pv - 156.3 �x 33 -St Co�/a 30 87 w2 = 308% I Cs� :r Fe �, P R.M. Qoof 2 x 4 = W2, WALU 15xr2 - ISO fJ ET D T• M = -2 fL0 C5 OPLIFT - — A46901t� Ff'I r . L k 223 A L- 4 L■ 12114 12'° W. -i Ff �C, - 01 f 2, -'� T $1'- g . HOAK & SHAH ASSOCIATES, Inc. 13AuE€ Q�S��G CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 JOB NO BY DATE 414101' SH OF C.A 5T E5T D I s2 6cr I o #J ROOF 'oIAPlyRA&irI gG�aoore�Llvlr�u - Y Q 388,7A'b 33. 5�55� = 23fo•i<o �• -V1. 231%?ray 23•� = P3•l�/i USE 33.5 Z',i20.e- '2'3( - a CNDI20 : ' 23w-ICo x 23.52 gX 33 = 490 TYp• GiIpR® p.IL• O'�LLo® , ,.W 3g$ x 23155_ ►'� (' = 155 • 'S x'12 = i 96.& Oi•rt- = x Q. r4 kwp- 2S x 2, _ S G I ooTI d0 5T661, AS �(o�%2x I ��(mx'�"x (a/3)• �2. x ►2 conit. �ODT��, 07 ( 2) - #-¢ -f A /3 SSttX /�I� = f�82# �3Z; 9IMP• �TYo224 ' TP. PL. r"O TktISS HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714)'632-1314 oE+�JG•�- ,WAt,L R .=' 3$S•% (x 55' = 23�a•� 231t• 5 PAh1EL-I ASO\)6 ME406(Z P 2 012 - 5-11/1(0 67 PA1��L O � � � � $�� s I • to � 2 poi c,' 20 402.5 o �.rf• = 2012. 5�x 8�= ►�� I iL R.rj. RBDF ' 28 x WA LL 15 x I iL 18o 400 x 52%2 -X 01 S 5. = •25 ,IJ E'f D . T, M • = - 11, • $ � 1 Imo. IJALI S I?- 2012 S tRY (2) GSZ x $ (SIMP. WAI.LS) sW 2oi2,5�'/2 IDIOM 28�5� o•ti. 0.T. H. r 101 ox g : 808.0 2.1`i.. R-AdF 2$X g 400 ,Z,6.7 X0 12101 A UL 1521 1,2 sr- ' oe,T b Po F7• - 1513 # • � No L,'� vv.,� ►� s o .\C. - µ JOB NO 0 - 2(,. BY �t. HPO4' DATE SH OF ' L15E (2) 51MP. 5>~J 32x 8 A 60 V Wca fV LL lf�►J�nr1- - HOAK' & SHAH ASSOCIATES, Inc. ��"�� Ri �✓a€7� �G-� CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314' JOB NO or -26 BY DATE 414101 SH OF 5 _ r L-7 DQi�-y., ._.Or SIGtIJ P� �,4G, _ (0 0-0 X 20 1 _* I Zoo � 0 S 6 S I rt P ST6o2,2 4 LE;� = 120®�/i80 j�• - �o (o�� U5E g�ouc�.�c, i3ttat ►� . , N I ►-� S D �I L E�%C�tT _ r { 4 } 1 4 l 1 HOAK & SHAH ASSOCIATES, Inc. s to'6.-j C -G CONSULTING ENGINEERS t: 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 JOB NO BY •'5 H' li• 4 DATE 414101 -- 7 - SH OF A46.4 g G —'5 C LDArJ 1 dc., � 2 � + , g� � � � X �2,(, '74 6a4 l� Flt � 1 0,172 x (? 4 l,4&) _ 129940 ' VAI IpC) 3)' x 72 - -5- 11 X S6!57 # �CoSAt —r s•�gx 8x I► I1(��# ' 29 2�3C9 �1 L 3�i�1/1 I-11 Iq 12 3(v x 12- 32- IL_ . a 2.H, ; 1 /L <dg14 �J 9.1a" ► S j5rx l2 '2 �'i'L� x . fin• ��2 � / 3 �.. I I L-- 10 (A _ .44 i 40 FpOrr►�G, �TEE�. , 74.0 -'& x'I 2 >< D SI Icy. l.. UgE t5++,x I�'� comer: HO/AK & SHAH ASSOCIATES,Inc. (�A��l��l �'"' w JOB NO. CONSULTING ENGINEERS i 3920 E. CORONADO STREET, SUITE 203 BY ANAHEIM, CALIFORNIA 92807 PHONE.(714) 632-1865 FAX (714) 632-1314 DATE 4 14.l I w SH OF 7- 5x(34x.to = 2085 P:, = ISG • 33 �`x 33��2 = ✓L �v'8v �Ol0— c: Lo hid '�� , 2585 �••S , 2A7i�. .O , rd • 2ae-ir- Z4 x 'Z — .S.G O A- �L I D x 12 = I Z `0 c�6x 5�x 2/� • 1,51rc_ V b ©.T.l`.(= /'7, I UPLtF 1 = 4 2 F1 I61 5'f CC—L I A x /2"x 1. A:t-L 22 _ Ps= -6�n�2�x�►--i- 35x 14� _ '4 -31) a--- G►OVG�.��. D 0 4Tx ID x II•S LIS 81 sx 2c`zzv,��: oJo, U�c.IFT HOAK & SHAH ASSOCIATES, Inc. �� S 12 E5 t'J �t�aJ GE CONSULTING ENGINEERS 3920 E. 'CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 UA L,4 ;v Py y. 8 x A-1 X 14 44 X05 � TQ Y C 4) 'f. S . G?I LUN CJS P' = 44&5 x1 5.5- ) x 1/4.. �2,2 � �-�a u;' -Nr• ' JOB NO — BY Cj S�iiii4�I DATE '414 SH OF K- too �2"r P7 s O•DO S x gx IZ M _ - D 4 g ,r P L3 .27�IIax �Sx12�3 � rs _ 3� I, )e 2gx10 -rgf (A) T5 x 5 x 1/4 Zx= 70.5 „��2 T- 28.2. ,J . Sx = 1 r.�' • % 'i � 3 , �K . 3.27 r r ,� y � 2. 07" k 1/� y". 2 2 x S x 12/2'0. Fa = i2• �2 Iii • AOL = 2.75%.5g ��2 a•42 = d oto(O kb k 4 = : 2 •�� I X (8'x l'L)/►5'•� ► ! ? • 181' o`• 1 �= Fb . 0.7 M ��.. x q • 5 2 ro 5 2 G66 5H6E� PC --5 F© - p Q I F t GA t.G As 2(0. 52�2 x 1e'x I -I&,x 4' Exit • of Au.. S-6. _ 413X 150o ®sj - 2D?70 ��' ... 2 2�3 �J .� �-t ' il•L l`2/3 l, _ 2 �' 3 X 26bo x 1 2 5 HO.AK & SHAH ASSOCIATES, Inc. 6��E� S R ESl�Er1 Gb CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 _ JOB NO 01 2eol _,BY DATE 41 4 1,0 1. _ SH OF 12'70 is IJ46 STCoZ-Z4 TP. if To �1ACL2� X 7 = 10 5# E-- fir> - P52go G I 14 0,T -N, o� r, Ix. q, Q. M, Q6 -4-F zS x �'( ®.7•.M -72W UPLLF7 z — 15&0 HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920•E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX(114)632-1314 JOB NO BY DATE SH OF i I 1 8� t 2iv Il ` i V •j L. K- Gv��,S� lst5•S t 2033 • 2o�3"-t I$60� S(oo a _ `' f Wsi = 5%68.x Go kis v' •(o8R 48 s i 1363 � 136{4005 • 3b28 !!2S 1125 . e3&9,'` = 4753" 4 oOS� to U► �0 7 # �' ;T'G = 24150%45,- C, 37#� 15132 GD -x PLIJv 066 (2) 2x TO P. PLATES HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 . �� = 13 fo3 � � = 22 •$ � JOB NO ©� BY `7. SFtii DATEIQI aI SH OF til f4 �� _ �53l08��12� = d��• 4��' � J� Iq -�5, 4 x PZ 6-4. 8 �r✓ Q; M )Zoo F 2'$' 4' = 1.12 , - W A tL 1 O x 12' 120: • � 23Z�c 12Z/yx21ic.; • O&f IV- UPO F7 Foo-rl t-) 01 STEED = 0. -?2 Itj� 05E 1,3 11'j x I bah, F71� ORA_ P, = (1556, 016, o) e -up H 15 Z7 (� 5 310$16,9) x 13 = 12 93 75T &1Z OZ4 . OAU i. 4-753 /60+10)' = 2 5s P-4 �4 2it-' _ 5 (v 0 0AIL '.' 15 P x . = 13 5 loll *x 0/12, x 0•$� 8. 1 D J- H - 4 OPLIFT = - 2o 40 O W A K X9 = ` 11-&!5' i HOAK & SHAH -ASSOCIATES Inc. bA06rJ S R651o6dti6 JOB NO CONSULTING ENGINEERS • 3920 E. CORONADO STREET, SUITE 203 BY' ANAHEIM, CALIFORNIA 92807 ii -41PHONE (714) 632-1865 FAX (714) 632-1314 DATE 41 SH OF ' • SEISN IG LOI�Oc�1G► lzoor : 28P x 28� _ 794'�� . IJA LLS `. 2 x 15e4-)( 60' 1 8 0 q &4 • S E�r� rl � G C�a f V6� rJ5 . Ko6F t�l�r®I+2��iM • 42.33 12.5 5 ao pl-0 C. 07 ed 17, CN ORS 132$ UG (2).2X toy S. x 2 8 v (lob-IGd PC -9 LAP- - M d , A I -O"Lk-P 6r°U CE it p.T.M. 2. N R 00-F z g x 40 =.140 %AA- LL 1 5x I2' r I $D 3� x I 1 °` H0,4K &SHAH ASSOCIATES, Inc. r� iF+�G�i JOB NO " CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 BY ANAHEIM, CALIFORNIA 92807 DATE 4141 ® 1 PHONE (714) 632-1865 FAX (714) 632-1314 SH OF 191 = 3 o(vG�$ t13 8� • 301 1 I v O T,N • = 3tQ. $ rim. - R:M. - 29DF 28 x 2 = 6Co t��► • W LL. 'y 912,,x 9%yx Dob- .4;81 Ile OP CA F -T FOO` (d Cl OTEC-L As = 32i►�/2x 1;f 16, 1•�5X (4/3). _ 0, 4 6, /,J 9 U S/G— )5 x I T8 F'C1D77� #'34. 6PI-e9t4Oo 51NIP, it3�F% - 500/383-3�' 1.3 AW 15'I vo G - TR u5s� Tom: �fP= f°l:�• WA LL@ to; ►(,&x to =. t6�10 I &&C 12-7-2 x 14 RM RFJD-° il9. %0 q.I - 112 41 A LL 130 x !o?�",yr d • �Cj � 2 Al E1 D, -r. H. y — 1-7. 12 vPLIFT Ag.s 0.25 tl HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920'E, CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 JOB NO BY DATE 414 Lo I SH OF H1 G GOA 01TJCa 'ROOF 2g 4 2 = 11176p ex -f. W R LL 15 Ii'jT. WALL 2x IOx l20 1381y--'*' -0 I'7�Z = 238.4 .I51e•-2 � • •SElsrllc. GoV�Rr�S RoDF OIAPNf��p1: 4 2 x -4 2 23 8 8:4 x 22 B x 42 = 5S� WA LLnH P= 333 8 4:" i-11 1i O.T. N.: 40 WA u- I S" x Z s 100, 23(v x Io, 85 - 10�� Pc.PF7 3oop FOQTI r�Gt STEL • A5 = 4. 43 4-� U5� 151X)0 It FTI6. gk�6�Jg 265 �oiJG�HOAK & SHAH ASSOCIATES, Inc. 01-2� JOB NO CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 BY ANAHEIM; CALIFORNIA 92807. PHONE (714) 632-1865 FAX(714)632-1314' DATE . 4 I q C" SH OF r WA L g P = 33 3g'� TeY �2) cIMP sW 32.xiD .. A LLD U A -&LG 2x 2 4 & o W- _ 4q 2 04r > . 33 S $� PI.YWDD� PgN�L 075uj K1TGf-1E� 41 �I = I l0"!0"1��} •5 1 = �s7'I�� U✓E NI A6aJF a S1132xIo HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS ' "3920-E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 gl�P�r;1-S 12v t t7E�`i JOB NO O(� 2'�i• BY DATE 41, d o l SH OF ARf1_. IV. ; L I V II�Gf 30 x.30 � g Do's lZoof Is x SO 4'0 WAW - s X 50 I D� O'�'x.0.1�2 x5.5/4.5 =..v•21 -X29''/ 5F-iSMI.G. Ga�UC�r�S• . ROOF Di � PM�A•G� r1. - � _ . 2-2 yl - 3 e 4- x �p o t15�/4a Go -X m-wo 6.1 21' (sple- ao 860 TSP• cµo� p. 95 130' II S/�I. g T� Y 5TU I: co LUrio $ . (4) TgTiA L 3435x 1k gASE:? ' gEE 5N t • �_ 22 . f0A 0 R. a FT . 0A L.Gv (--A-'fip r-!5 TILY T6.. I. xB!IA �.A6 1 � �lo•q :,,,41 s = 22.7mj'9z 3- j(Z , _ 9.3& r,J2 Pa 28%4 'x �oOs 14 -5 00 2.2x 13•��x� Z%3,1 Z - II z�- �b 12x 'All "T = 1.2.•2 6* rL� P� = 20 x CODs"��4 SoD # o. o& �i - HOAK & SHAH ASSOCIATES, Inc. f�AoE� S 2�StoE�°�E CONSULTING ENGINEERS ' 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714)632-1314 JOB NO. BY *5-SYA# DATE 4.1 SH OF L- Z f;WT-1 r� 6J C2C-S l G7d t Pao I D�$% �. s"4 �` 2• U`F 3� &o x a4'I o PA-® TIT J r - x i s X 0/3) O•' 6 4 Usk- uSj (2) -' S T 4 a cv wT.• '- t•S� #3 TICS. G 1.2��a,�. aASE PI.AtF. T��.I-�iSR X 3/4�g•�. pf iK ►q Fy IS -Y 1 5 >eP- �r7Ca)5"(A '(Use- I&SO.1 & 1&ao-1 Q ISIS .X 0 �2 s x� = 4 D•lx R x 'As 0.7 x 4-Sx 0-124 - 2.q7.. MAX. Atli) ,,)A&C- 09IF1 o-o25x l D• 025g13.5 x 12� 4Q.93x 1-4 = 4- t 5TR E �Grf F1 LE9EL m 'Hoak & Shah Associate, Inc. Title: BADEN RESIDENCE Job # 01-26 Consulting Engineers Dsgnr: S. SHAH Date: 1:12PM, 13 JUL 01 + Description : LOTS 37 & 39 ' 3920 E. Coronado St. Ste. # 203 THE ENCLAVE MOUNTAIN ESTATES Anaheim, Ca 92807 Scope: L 2� Ph.:(714)632-1865 Fx.:(714)632-1314 Rc°: 510300 User: KW -060912. Vcr 5.1.3.22-J..-1999. M02 Steel Column Base Plate (<) 1963-99 ENERCALC d:101-26 badenresidencelfrar ingeCW ECW'CalcuI Description, B. P. @ TS8x5/16 General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Loads Steel Section 1 TS8x8x5116 Axial Load 6.30 k Section Length 8.000 in X -X Axis Moment 23.20 k -ft Section Width Flange Thickness 8.000 in 0.313 in Plate Dimensions Web Thickness 0.313 in Plate Length 13.000 in Allowable Stresses Plate Width 9.000 in Concrete Fc1 2,500.0 psi Plate Thickness 0.817 in Base Plate Fy 36.00 ksi Load Duration Factor 1.330 1.330 Support Pier Size Anchor Bolt Data Pier Length 24.000 in Dist. from Plate Edge 1.500 in Pier Width 24.000 in Bolt Count per Side 2 , Tension Capacity •12.000 k Bolt Area 0.601 in2 3A Summary Concrete Bearing Stress Thickness OK Actual Bearing Stress 1,357.9 psi Allow per ACI 10.15 2,975'.0 psi Partial Bearing : Bolts in Tension Allow per AISC J9 2,327.5 psi Plate Bending Stress Bearing Stress OK Actual fb 35,910.0 psi Max Allow Plate Fb 35,910.0 psi ' Tension Bolt Force Bok Tension OK Actual Tension 11.973 k Allowable 12.000 k a HOAK & SHAH ASSOCIATES, Inc. 13A�E+�s R (O BGG JOB NO 01- ZG CONSULTING ENGINEERS. BY 3920'E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 DATE 414)0 i ' SH OF :. J NpSTEiZ �t : A -200E- SEISM�G �/�vo�� = • l� g (28 x 50 t 2x I S)c 177, = 2 70�`�l * . f IJA4 i P = .2-70x x IOC 20 2 7 666, S H1. L ' 'Z3 - L X01 ,0 52/ /I �te e? Zor' c I F141 WA4n4 Il% 270 x 17 Nln - I$ 2. M l" ROOF 2 g f.sb-,s 5 1.40 W A- LL 10 x I� - . l 20 2&0'x 13x.0•R��" 1$�� OCT G T M : - S'(o- 4' . L)pi-If T — 3p3�R 39 ORA 61 0 65 ►GF tJ P4,4 _ 5 S ( 51 M P. L >~., r� = 3 2 ► 5 k-� So - V7, 0 �- 18 U gE a Loc fr-1 4 C7 E. �• '. . M1/j • io1_ prs LZ,,,A;-. Pv �E,Jo = 5.3X I I % I (v `�, g I r, P. H 5T 2.7 6" 1 T v HOAK & SHAH ASSOCIATES, Inc. ��A��S R�✓ID��G� JOB NO CONSULTING ENGINEERSGj• SHAH 3920'E. CORONADO STREET, SUITE 203 BY ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 DATE �I 4' OI - SH OF L- 23 -* FRo M 1,11 6 V. W A L 61 P= 2b5-1 4" : 2?0 x tl x O. 9 5461 Fn 11 ' 1 0,-f. r! , : 4q . 8 I L R, ri • :. RscpF � � x 3 - f3 � �1A-u I s'x 12 t 8D ,12 IZ2/Zx •SS I Co.2 X161 Olot'IFT LJPL,IFI F001-1 e,1 G GTEI L: A.5 = 33•x/2 x t 5x '1- �Coxt!4/3�� z o 4 8 L13E I�� x a �� car/ -:Pic, w l2)- *17 �& 41hL� L ►2� 1.9� 2�?0�2I = 2h Sri Fill L5 - �° - 4��®�jlg o CvD7•�a�®' - KI t -J Ir - Q, 140 4 WALL 15x 2 = 1So UPc,IF1 o&e 38 AS _ .4 8.5I /2x 1. 7 4- x I .SX 4/3 D• CA Ids SHEAR SCHEDULE SYM SIDES VALUES SHEAR WALL MATERIAL NAILS EDGE FIELD A 1 ONE 50 1/2" GYPSUM WALL BOARD 5d 5/8"X10" ANCHOR BOLTS36"o.c. A 2 TWO 100 -BLOCKED COOLER 7 7 B 1 ONE 60 1/2" GYPSUM WALL BOARD 5d sill (2)5/8"X12" ANCHOR BOLTS B 2 TWO 125 UN -BLOCKED COOLER 4 4 C 1 ONE 75 1/2" GYPSUM WALL BOARD 5d C 2 TWO 150 BLOCKED COOLER 4 4 DI ONE 50 5/8" GYPSUM WALL BOARD 6d D2 TWO 100 UN -BLOCKED COOLER 7 7 El ONE 60 5/8" GYPSUM WALL BOARD 6d E2 TWO 125 UN -BLOCKED COOLER 4 4 F,1. ONE 85 5/8" GYPSUM WALL BOARD 6d F 2 TWO 175 LOCKED COOLER 4 ' 4 GI ONE 260 3/8" CD -X PLYWOOD (24/0) G2 TWO 520 BLOCKED gd 6 12 *Hla ONE ONE 350 380 3/8" CD -X PLYWOOD (24/0) *H2 TWO 760 (BLOCKED) 8d 4 12 *J 1 ONE 490 3/8" CD -X PLYWOOD (24/0) *^J 2 TWO 980 BLOCKED 8d 3 12 *K 1 ONE 640 3/8" CD -X PLYWOOD (24/0) *^K 2 TWO 1280 BLOCKED 8d 2 12 LI ONE 310 15/32" CD -X PLYWOOD (24/0) *L2 TWO 620 LOCKED 10d 6 12 *M 1 ONE 460 15/32" CD -X PLYWOOD (24/0) *^M 2 TWO 920 BLOCKED IOd 4 12 *N I ONE 600 15/32" CDB OD (24/0) * N 2 TWO 200 OCKED 10d 3 12 *P I ONE 770 15/32" CD -X PLYWOOD (24/0) *^P 2 TWO 1540 LOCKED lOd 2 12 Q1 ONE 180 7/8 PC PLASTER w/ PAPER 16 GAGE 2 TWO 360 BACKED LATH STAPLES 6 6 RI ONE 325 7/8 PC PLASTER w/ PAPER 16 GAGE R2 TWO 650 BACKED LATH STAPLES 3 3 ABR.: PC= PORTLAND CEMENT NOTES: * FRAMING SHALL BE 3" NOMINAL OR WIDER @ ABUTTING PANELS AND NAILS SHALL BE STAGGERED. *^ PANEL JOINT SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS AND FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS SHALL ON EACH SIDE SHASLL BE STAGGERED. 1 2 3 4 5 6 7 8 9 10 M 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 31 32 33 34 35 36 37 38 39 40 41 .42 43 FRAMING NOTES: 16d SILL PLATE NAILING @ 12" o.c. 16d SILL PLATE NAILING @ 10" o.c. 16d SILL PLATE NAILING @ 8" o.c. 16d SILL PLATE NAILING @ 6" o.c. 16d SILL PLATE NAILING @ 4" o.c. 16d SILL PLATE NAILING @ 2" o.c. SIMP. ST6224 TO 4x POST ABOVE & BELOW SIMP. ST6236 TO 4x POST ABOVE & BELOW SHAP. MST37 TO 4x POST ABOVE & BELOW S1MP. MST48 TO 4x POST ABOVE & BELOW FOUNDATION NOTES: 5/8"X10" ANCHOR BOLTS @ 64"o.c. 5/8"X 10" ANCHOR BOLTS @ 56"o.c. 5/8"X10" ANCHOR BOLTS @ 48"o.c. 5/8"X10" ANCHOR BOLTS @ 40"o.c. 5/8"X10" ANCHOR BOLTS36"o.c. 5/8"X12" ANCHOR BOLTS 32"o.c. 3x sill 5/8"X12" ANCHOR BOLTS 24"o.c. 3x sill 5/8"X12" ANCHOR BOLTS @ 16"o.c. 3x sill 5/8"X12" ANCHOR BOLTS @ 8"o.c. 3x sill (2)5/8"X12" ANCHOR BOLTS 3x sill (3)5/8"X]2" ANCHOR BOLTS 3x sill (2)3/4"X12" ANCHOR BOLTS 3x_ sill MISCELLANEOUS NOTES: (1) #4 T & B 3" PAST POST. (2) #4 T & B 3" PAST POST. (3) #4 T & B 3" PAST POST. (4) #4 T & B 3" PAST POST. (1) SIMP. HD2A TO 4x POST (1) SIMP. HDSA TO 4x POST (1) SIMP. HDBA TO 4x /6x POST (1) SIMP. HPAHD22-2P TO 4x POST (1) SINIP. MT728B fully nailed TO 4x POST (1) SIMP. HDIOA TO 4x_/6x– POST 143#/' 1724P 215#/' 287#/' 430#/' 860#/' 825#/' 1225#/' 2100#/' 3330#/' 200.0#/' 235.0#/' 270.0#/' 325.0#/' 350.0#/' 435.0#/' 585.0#/' 875.0#/' 1755.0#/' 2340.0#/' 3510.0#/' 3190.0#/' -UDwn= X Z N 00 Z mLnM(n A 0 Lj 20 ?(gym — fn c, ii > o o m 2 is" m0Z D Z cc//)) o�M0 U) U) rn mVN m N N w o 3 A 2775# 4010# 7460#/7910 3180# 4455# cn 0 co`- 7460#/7910 = 1 m Z 0 o HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 ' JOBNO DI�2�0 BY DATE SH OF PC H 110 ►3H. (�.,�. �Lh ►JG = 20.Ox 15 = 3D0 � g . oA `� = 3225'r 2111 �5 Ng e, 0- H X 3.715 t..Ry.f` ' _ �'x 2!•25 3 I l = CA4G2. 5x 2(-2l513 -- 2550 x 21.251 / �' �7e a20• S3 (oUT 1.JA-X-C:))Y aQ rt. 0 2 I�/,y yc CC 5 A 16 2130 -fp CEJ 2 �jo. OF. 3/4 "It = 2130�i.4 la, o : 1. 5 USE l2) 314 '4 1-1 /S „� y t x 3" STL • pC- _. piA NIP % HIP cit oc-cTIUN @ ArI x RaT�, 5100 IJ0.Or- .3/A" I80o �3Lf l nM,L SHCAP-). = 5100/190 2.83 UsE °Hoak & Shah Associate, Inc. Title: BADEN RESIDENCE Job # 01-26 (Ponsulting Engineers 13sgnr: S. SHAH Date: 12:30PM, 13 JUL 01 Description : LOTS 37 & 39 3920 E. Coronado St. Ste. # 203 THE ENCLAVE MOUNTAIN ESTATES Anaheim, Ca 92807 Scope : PC - 2 Ph.:(714)632-1865 Fx.:(714)632-1314 DL @ Right 420.00 #/ft �R,,'5,°'°° General Timber BeamIW-0912, Vey 5.1?,2't-Jnn-1999, Win3289-99 TALC End Loc 21.250 ft I:M d:ii]1-2ti bdd8r1r8SId0I1CCjfrdminQBCW.BCW'(rdlCUl Description Hip Beam @ Living Room Beam Design OK General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 604 Center Span 21.25 ft .....Lu 0.00 It Beam Width 5.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 13.500'in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.t Fb Base Allow 1,350.0 psi Load Dur. Factor 1.250 Fv Allow 85.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi 23.2 k -ft Allowable E 1,600.0 ksi Trapezoidal Loads #1 DL @ Left #/ft LL @ Left #/ft Start Loc 0.000 ft DL @ Right 420.00 #/ft LL @ Right 300.00 #!ft End Loc 21.250 ft Summary Beam Design OK Span= 21.25ft, Beam Width = 5.500in x Depth = 13.5in, Ends are Pin -Pin Max Stress Ratio 0.970 : 1 Maximum Moment 20.9 k -ft Maximum Shear ` 1.5 7.6 k Allowable 23.2 k -ft Allowable 7.9 k Max. Positive Moment 20.86 k -ft at 12.240 ft Shear: @ Left 2.55 . k Max. Negative Moment -0.00 k -ft at 21.250 ft @ Right 5.10 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.802 in Max. M allow 23.19 Reactions... @ Right 0,000 in fb 1,498.10 psi tv 103.03 psi Left Dl 1.49 k Max 2.55 k Fb 1,665.56 psi Fv 106.25 psi Right DL 2.97 k Max 5.10 k Deflections Center Span... -Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.535 in -0.917 in Deflection 0.000 in 0.000 in ...Location 11.050 ft 11.050 ft ...Length/Defl 0.0 0.0 ...Length/Deft 476.7 278.07 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Defl 0.0 0.0 Stress Calcs Bending Analysis Ck 24.972 Le 0.000 ft Sxx 167.063 in3 Area 74.250 int Cf 0.987 Rb 0.000 Cl 0.000 Max Moment Sxx Read Allowable fb @ Center 20.86 k -ft 150.27 in3 1,665.56 psi @ Left Support 0.00 k -ft 0.00 in3 1,665.56 psi @ Right Support 0.00 k -ft 0.00 in3 1,665.56 psi Shear Analysis @ Left Support @ Right Support Design Shear 3.82 k 7.65 k Area Required 36.000 int 72.000 in2 Fv: Allowable 106.25 psi 106.25 psi Bearing @ Supports Max. Left Reaction 2.55 k Bearing Length Req'd 0.742 in Max. Right Reaction 5.10 k Bearing Length Req'd ' 1.484 in Hoak & Shah Associate, Inc. Title: BADEN RESIDENCEJob # 01-26 rs sr , Consulting Engineers '' Dsgnr: S. SHAH Date 12 30PM, 13 JUL 01 Description : LOTS 37A 39 rr' 3920 E. Coronado St. Ste. # 203. ?`'Y THE ENCLAVE MOUNTAIN ESTATES Anaheim, Ca 92807 . • Scope,: Ph,:(714)632-1865 Fx.:(714)632-1314. r ° Pe- -3 Uccr:KW-060912 Y �.1.? 2J 1999 W4.32- General Timber Beam f (i) 1983-99 ENERCALC d idl 26 badeilresidB1' mifr.i'„ecw.ECW:CalcUI IJ Description Hip, Beam @ Living„ Room , ---- Y -- Sketch & Diagram_ . 1-(-�-'7„•'I 1 ,( ' _ i i, t f i i--�-i-1 -fI•! !” ! Y . t t t�Y Y -L7'.• �Ilqt1IuIIII I��169�111t11f 0-1 T-6 - .75 17.00 19.13 1.25 1I1TIT!1OPV020ttlft—ry,-'8ill"i"11FIlil ;111 00 nalllll�)�l� dlll. ,, _r •`7. ,. 1.44 �• � 1 .1 2.16' , • � � � _ 2.86 _ 3.60 0— o -0.917in Shear Load(h) — _ -- w�--- -_ locaiou P.lonq Member (ft) t 0.86- 12.125.: 36 .50, ,. �AI � i, 14.56 1700 19.13 1.25' P— 2.5kRmS: Stk'- a --- { - - - V ax@kit=2.51. �. 1 • V— Cla 5.11: 6.69 -- I I Ili II __ 14.60 ,.--- — ) „^ f ;F- 4. - t• a 'r . , yr~r ''' . Iw r ` i „,. • ,- ”.� -_ � •- .. .6. f-e.': 'l _ f -.� . •i { �ria� . �.r.� t 1-. #, • r �•, .>�, [ 'is Rt aL ': �11-0.U00°...237r�g 3 iEtn&rGW1. 1N nt- Y�(W..•'-! a .tI ,}j L—I IIlIi uQ.��.II I n.PI lo• "I MI '—�III •b4.I cI� r ,(tf dt(I)I. •,I _rI I —, _ IIIIt_IhI-- ,r 1.25 0.46 5 0.46 0.55 u6d Il 0.83 Lcal "y' Dek,tion (in) L—tion Aog Mmber (ft) 1w •Y 34�I l1111 l - a •j ' �, ' fir. ,'r t `P. ► ..4 k 'Hoak & Shah Associate, Inc. ^ Consulting Engineers syoOE.Coronado St. Ste. #2o3 Anaheim, Ca 92807 Ph.17 )U3218G5F 7 632'1314 Title: oAoswRESIDENCE Job wo1-26 osnnc S. a*xH Date: 12:45Pw. 10JUL o! Description : LOTS s7&o8 THE ENCLAVE MOUNTAIN ESTATES Scope� Multi -Story Wind Forces || uade"re"ue""m,°m"m=~°cw"Cal cul /| ___- Description AREAK/LK0NGROOKA ' - GeneralInformation -- -r' ------C ---''-Qs Exposure' kDn3 Stagnation Pressure---'--'12.600 psf oq:Pressure Coefficient 1.30 ` -- Basic Wind Speed 70.0 mph Parapet Height ommo } AV�' Importance to 1.00 ��Fr H7� Load Information for Each Level Design Lateral Level, Level Height Exposed Width Ce Cq Pressure Force Story Shear Story Moment � Total Base Wind Shear 6.148 x Total Base Wind Moment 104.523 k -ft � ' --'-`---- P�A�E�S IZESt,DE�GcS ,p1. 2(, HOZAK &SHAH ASSOCIATES, Inc. JOB NO CONSULTING ENGINEERS ` 3920'E. CORONADO STREET, SUITE 203 BY ANAHEIM, CALIFORNIA 92807 ! 113I D PHONE (714) (714) 632-1865 FAX (714) 632-1314 DATE Pt,Ar•1 cpbGa;O SH'-' OF ct4"-K. ;0WFf .CAOT.. COLOM 05 WA IS 5EE CA LG gN'f. L -II r /Col-. (U&C -I(o3o•9 & *30.10 O.4 IZ o•� x 2.2 xo•4 ALLOWAI5CE HA -X: Stagy dRIF'(. 0.025x t = o� o25x �Sx i2)p 2•� 0•86$x 1•� = 1�2�� L' STQE�gTH LEJE L ' r r ' Hoak 8r Shah Associate, Inc. Title: BADEN RESIDENCE Job # 01-26 r Consulting Engineers ' Dsgnr:.S. SHAH Date: 3:24PM, 13 JUL 01 3920 E. Coronado St. Ste. # 203 Description :LOTS 37 & 39' THE ENCLAVE MOUNTAIN ESTATES Anaheim, Ca 92807 ' Scope: - - �G- Ph.:(714)632-1865 Fx::(714)632-1314 00 Rcv: KW -060 Steel Column Base Plate W.cr. KW -060912, V. 5.1.3, 22-Jun•1999, Wm32 1I (c) 1983-99ENERCALC d'101-26 badenresidencelframincieCW ecwtalcul I Description B. P. @ TS9x5xl14 @ WALL LINE 27 General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Loads Steel Section i TS9x5x1l4 Axial Load 4.61 k Section Length 9.000 in X -X Axis Moment 0.00 k ft Section Width 5.000 inFlange Thickness 0.250 in Plate Dimensions Web Thickness •0.250 in Plate Length 15.000 in Allowable Stresses , Plate Width . 12.000 in Concrete f'c 2,500.0 psi Plate Thickness 0.750 in Base Plate Fy 36.00 ksi Load Duration Factor 1.330 Support Pier Size ^ Anchor Bolt Data µ Pier Length 24.000 in Dist. from Plate Edge 1.500 in Pier Width 24.000 in Bolt Count per Side 2 Tension Capacity 8.400 k Bolt Area 0.442 in2 Summary Baseplate OK Concrete Bearing Stress Thickness OK Actual Bearing Stress ' 25.6 psi Allow per ACI 10.15 2,489.1 psi Full Bearing : No Bolt Tension Allow per AISC J9 11947.3 psi Plate Bending Stress Bearing Stress OK Actual fb 1,324.8 psi Max Allow Plate Fb 35,910.0 psi Tension Soft Force Bolt Tension OK Actual Tension 0.000 k Allowable 8.400 k _ e • t HOAK & SHAH ASSOCIATES,,;Inc. ��`��^� `3 �£ �� JOB NO '2 C074SULTING ENGINEERS .1P, 392,9 E. CORONADO STREET, SUITE 203 BY N .'ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 DATE I�I.A ' CkGiCV- SH OF ..$ZrL.A A461 c. I -r(,) t2C0c>,►J 0A r.f GY -AS J y3cST• o , 1•,l�l,(; 22 �Mx = t43�i AREA Z 22(x2 12 840 ` R 1 4 5.11 -7112 a40' D•:I��X�2�.G2 1110 J . - fJc7d 1N 5oOw vrix - 5��,� QRE A��t - s:' 20 �- - �''Y'�` 3 536$ )2 �•3�✓'. ©•3sx j2262 !2`840 REGISTERED INSPECTOR'S WEEKLY REPORT JON TANDY 37630 Medjool Ave. Palm Desert, CA 92211 Office (760) 772-7192 Fax (760) 772-7193 Pager (760) 776-3338 TYPE OF INSPECTION PERFORMED ❑ REINFORCED CONCRETE ❑ STR T. STEEL ASSEMBLY ❑ to ❑ POST TENSIONED CONCRETE ❑ AS HALTjHER �� ❑ REINFORCED MASONRY ❑ FIRE PROOFING (aI JOB LOCATION n . � � `- � � � �v !„^ REPORT SEQUENCE N0. TYPE OF STRUCTURE(/^ � � y PERMIT NO. DA E �� O DAV OF WEEK MATERIAL DESCRIPTION _ S3 AR�/ _% 1 O i1 p `I(JE�R/�A INSpECTQR HRS. CHARGED / % F C A �, ENG �11 �/�� ! 'V A. ASSISTANTS HRS. CHARGED INSPECTION - C GENERAL DATE CONTRACTOR CON�CT� i S XSk S COM PLLte v2 COPY SENT TO CLIENT O CONTIN ED N NEXT PAGE O PAGE OF CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. eGNAT7UE OF REGISTERED ITERED ECTOR�0"y DA ,,OF EPORT RtGISTER NUMRFR INSPECTION SERVICE REGISTERED INSPECTOR'S WEEKLY REPORT JON TANDY 37630 Medjool Ave. Palm Desert, CA 92211 Office (760) 772-7192 Fax (760) 772-7193 Pager (760) 776-3338 TYPE OF INSPECTION PERFORMED ❑ REINFORCED CONCRETE TRUCT. STEEL ASSEMBLY ❑ ❑ POST TENSIONED CONCRETE ❑ASPHALT ❑ OTHER ❑ REINFORCED MASONRY ❑ FIRE PROOFING J O TI`N /, r) 0 / Do ,A �� f^ A 0,o,wrt� �f�� _W REPORT SEOUENCE NO. TYRE �1 PERMIT 'O, `� 1 ^ V OF WEEK V MATERIAL DESCRIPTION INSPECTORHRS. CHARGED INE/E�R d `4 ASSISTANTS HRS. CHARGED INSPECTION GENERAL SUB DATE CONTRACTORCONTRACTOR - - l' 1X7 I— lam 'C l �.Vc� �• /l.� -1--s. Go L-5 s f Ge cis Adm .)w- toa. " A I I I A. of ?� 3 ' �, � v Z � o�, t• c�tb C�. C b'c, qa Gb COPY SENT TO CLIENT ❑ COVJAkUED ON NEXT PAGE O PAGE OF CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO -THE BEST OF MV KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. SIG ATURE OF REGIST INSPECTOR D SLS o G a-7,5—' DAT OF REPORT REGISTER NUMRFR MR. JAY BADEN 78-670 HIGHWAY 111, SUITE 178 LA QUINTA, CALIFORNIA 92253 GEOTECHNICAL ENGINEERING REPORT LOTS 37 and 39, LOMA VISTA THE ENCLAVE MOUNTAIN ESTATES LA QUINTA, CALIFORNIA • R Earth Systems Consultants a, 1/ Southwest 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 (800)924-7015 FAX (760) 345-7315 March 13, 2000 Mr. Jay Baden 78-670 Highway 111, Suite 178 La Quinta, California 92253 Attention: Mr. Jay Baden Subject: Geotechnical Engineering. Report Project: Proposed Single Family Residence on Lots 37 and 39 Loma Vista The Enclave Mountain Estates, La Quinta, California File No. 07548-01 99-03-723 We take pleasure to present this Geotechnical Engineering Report prepared for the proposed single family residence to be located on Lots 37 and 39 Lorna Vista in the City of La Quinta, California. This report presents our findings and recommendations for site grading and- foundation design, incorporating the tentative information supplied to our office. This report should stand as a whole, and no part of the report should be excerpted or used to the exclusion of any other part. This report completes our scope of services in accordance with our agreement, dated January 10, 2000. Other services that may be required, such as plan review and grading observation are additional services and will be billed according to the Fee. Schedule in effect at the time services are provided. Unless requested in writing, the client is responsible to distribute this report to the appropriate governing agency or other members of the design team. We appreciate the opportunity to provide our professional services. Please contact our office if there are any questions or comments concerning this report or its recommendations. Respectfully submitted, EARTH SYSTEMS CONSULTANTS Southwest David Goodrich Shelton L. Stringer CEG 1932 GE 2266 SER/tg Distribution: 6/Mr. Jay Baden 1/VTAFile _ 1/BD File w Kl062ft@ `` � ' ` . . TABLE OF CONTENTS � Puo o - Section I INTRODUCTION ---------.-----.—.—_---............................ ' � l 1.1 Project Description-.------.--------'-------------.' l 1.2 Site Description ---------_....----.------.—,-------. l ' 1.3p Scope l � Section. 2 METHODS OF INVESTIGATION ........................................................... 31 ' 2.1 ` Field Exploration -----------.—.---------------'-- 3 2.2'Testing -----.-----------.---.---------.. 3 Section3 DISCUSSION ............................................................................................... . � 4 3.1 Soil C\oodbiooa--..--.--.-----.----`—.—.—.----------- 4 � 3.2 Groundwater -----_---------------------_---.- 4 - 3.3 -Setting .------------------------------. 4 Section CONCLUSIONS ---.---.-----..-...-------'''--------- 5 � Section 5 RECOMMENDATIONS .--------'---.'-'------'—'---.—' 6 � � SITE DEVELOPMENT AND GRADING 5.1 SiteDevelopment-Grading ---'_'--'--------''--------- 6 5.2 Excavations and Utility� Trenches .................................................................... 7 � u/RuCTurEo � 5.3 Foundations .................................................................................................... 8 5'4 S ..`------_._--------.-----------' 9 5.5 Retaining \�al�..------_.--.--------.—.---_----.,-' 10 5.6 '� ' Soil i i oo(�oocccte-----_--------.--.. ll 5.7 Seismic Design' Criteria .......................................... ...................................... ll - Section LIMITATIONS AND ADDITIONAL 8ERVICES---.-------- 12 6.1 Uniformity ofConditions and Limitations ....................................................... 13 6.2 Additional Services ........................................................................................ ' 13 ' APPENDIX A ' Figure� Site Location and Bonn- ' Looa1kooa--.-------------------. 1'2 ' Tano� Borings - APPENDIX B ' %��t}�onnba' Laboratory � � ' � � Match 13, 2000 File No. 07545-01 00-03-723 Section 1 INTRODUCTION 1.1 Project Description This Geotechnical Engineering Report has been prepared for the .proposed single family residence to be located on Lots 37 and 39 on Loma Vista within the Enclave Mountain Estates in the City of La Quinta, California. The proposed single-family residence will be a one-story structure. We understand the structure will include approximately 5,200 ft2 of main living space and guest house with a 700 ft2 attached garage. We understand that the proposed structure will be of wood frame construction and will be supported by conventional shallow continuous or pad footings. Site development will include site grading, building pad preparation, underground utility installation, and concrete driveway and sidewalk placement. We used maximum column loads of 30 kips and a maximum wall loading of 3 kips per linear foot as a basis for the foundation recommendations. All loading is assumed to -be dead plus actual live load. The preliminary design loading was assumed based on the expected construction type. If actual structural loading is ,to exceed these assumed values, we might need to reevaluate the recommendations provided. 1.2 Site Description The proposed single family residence is to be constructed on Lots 37 and 39 on Loma Vista within the Enclave Mountain Estates. The site location is shown on Figure 1 in Appendix A. The project site currently consists of two vacant lots that are essentially level from previous mass grading of the overall tract. A review of the original grading plan suggests that approximately 7 to 9 feet of fill was placed on Lot 37 and the northern portion of Lot 39. Approximately, 2 to 4 feet of fill was placed on the southern portion of Lot 39. We assume that underground utilities exist within or immediately adjacent to Loma Vista, along. the southern edge of the site. 1.3 Purpose and Scope of Work r The purpose for our services was to evaluate the site soil conditions and to•prov— de'professional opinions and recommendations regarding the proposed development of the site. ''The scope of work included the following: The purpose for our services was to evaluate the site soil conditions and to provide professional _ opinions and recommendations regarding the proposed development of the site. The scope of work included•the following: • A general reconnaissance of the site. • Shallow subsurface exploration by drilling 5, exploratory borings to depths ranging from 16.5 to 31.5 feet. ' EARTH SYSTEMS CONSULTANTS SOUTHWEST March 13, 2000 -2- File No. 07548-01 00-03-723 • Laboratory testing of selected soil samples obtained from the exploratory borings. - • Review of selected published technical literature pertaining to the site and previous geotechnical reports prepared in the area. • Engineering analysis and evaluation of the acquired data from the exploration and testing programs. • A summary of our findings and recommendations in this written report: This report contains the following: • Discussions on subsurface soil and groundwater conditions. • Discussions on regional and local geologic conditions. • Graphic and tabulated results of laboratory tests and field studies. • Recommendations regarding: • Site development and grading criteria, • Excavation conditions and buried utility installations, • Structure foundation type and design, • Allowable foundation bearing capacity and expected total and differential settlements, • Concrete slabs -on -grade, • Lateral earth pressures and coefficients, • Mitigation of the potential cortosivity of site soils to concrete and steel reinforcement, • Seismic design parameters, Not Contained In This Report: Although available .through Earth Systems Consultants Southwest, the current scope of our services does not include: • A corrosive study to determine cathodic protection of concrete or buried pipes. • Site-specific geologic and seismic hazard evaluation. • An environmental assessment. • Investigation for the presence or absence of wetlands, hazardous or toxic materials in the soil, surface water, groundwater, or air on, below, or adjacent to the subject property. EARTH SYSTEMS CONSULTANTS SOUTHWEST r. March 13, 2000 -3- File No. 07548-01 00-03-723 • Section 2 METHODS OF INVESTIGATION 2.1 Field Exploration Five exploratory borings were drilled to depths ranging from 16.5 to 31.5 feet below the existing ground surface to observe the soil profile and to obtain samples for laboratory testing. The borings were drilled on January 13, 2000 using 8-inch outside diameter hollow-stem augers, and powered by a CME 75 truck-mounted drilling rig. The boring locations are shown on the boring location map, Figure 2, in Appendix A. The locations shown are approximate, established by pacing and sighting from existing topographic features. Samples were obtained within the test borings using a Modified California (MC) ring sampler _ (ASTM D 3550 with shoe similar to ASTM D 1586). The MC .sampler has -a 3 -inch outside;. diameter -and a 2.37 -inch inside diameter. The samples were obtained by driving the sampler with a 140 -pound downhole hammer dropping 30 inches in general accordance with ASTM D - 1586. Recovered soil samples were sealed in containers and returned to the laboratory. Bulk samples were also obtained from auger cuttings, representing a mixture of soils 'encountered at the depths noted. The final logs of the borings represent our interpretation of the contents of the field logs and the results of laboratory testing performed on the samples obtained during the subsurface investigation. The final logs are included in Appendix A of this report.. The stratification lines represent the approximate boundaries between soil types, although the transitions may be' gradational. 2.2 Laboratory Testing Samples were reviewed along with field logs to select those that would be analyzed further. Those selected for laboratory testing include' soils that would be exposed and used during grading, and those deemed to be within the influence of the proposed structure.. Test results are presented in graphic and tabular form in Appendix B of this report. The tests were conducted in general accordance with the procedures of the American Society for Testing and Materials (ASTM) or other standardized methods as referenced below. Our laboratory testing program consisted of the following tests: - In-situ Moisture Content and Unit Dry Weight for the rind samples (•ASTM, D 2937). • Maximum density tests were performed to evaluate the moisture -density relationship of typical soils encountered (ASTM D 1557-91). Particle Size Analysis (ASTM D422) to classify and evaluate soil composition. The gradation characteristics of selected samples were made by hydrometer and sieve analysis procedures. Consolidation (Collapse Potential) (ASTM D2435) to evaluate the compressibility and _ hydroconsolidation (collapse) potential of the soil. • . Chemical Analyses (Soluble Sulfates & Chlorides, pH, and Electrical Resistivity) to evaluate the corrosivrty of the soil on concrete and steel. EARTH SYSTEMS CONSULTANTS SOUTHWEST March 13, 2000 Section 3 DISCUSSION 3.1 Soil Conditions -4- File No. 07548-01 00-03-723 The field exploration indicates that upper 3 to 7 feet of site soils consist primarily of Silty Sands (SM) that were placed as fill during previous site grading. Comparison of the in-place and laboratory maximum densities suggests that the upper silty sand soils are under compacted at 77 to 86 percent .relative compaction. These fill soils are underlain by slightly expansive, dense . Sandy Silt to Clayey Silt (ML/CL). The boring logs provided in Appendix A include more detailed descriptions of the soils encountered. In and climatic regions, granular soils may have a potential to collapse upon wetting. Collapse (hydroconsolidation) may occur when the soluble cements (carbonates) in the soil matrix dissolve, causing the soil to densify from its loose configuration from deposition. A Consolidation test of the native sandy and clayey silt soils indicates 0.5% collapse upon inundation, which is considered a relatively low site risk. - 3.2 Groundwater Free groundwater was not encountered in the borings during exploration. The regional _ groundwater lies at about 100 feet below the ground surface. Perched groundwater can exist dependent on precipitation, irrigation, drainage, and site grading. The absence of detected groundwater levels may not represent a permanent condition. 3.3 Geologic Setting Regional Geology: The site lies within the Coachella Valley, a part of the Colorado Desert geomorphic province. A significant feature within the Colorado Desert geomorphic province is the Salton Trough. The Salton Trough is a large northwest -trending structural depression that extends from San Gorgonio Pass, approximately 180 miles to the Gulf of California. Much of this depression in the area of the Salton Sea is below sea level. The Coachella Valley forms the northerly portion of the Salton Trough. The Coachella Valley contains a thick sequence of sedimentary deposits that are Miocene to recent in age. Mountains surrounding the Coachella Valley include the Little San Bernardino Mountains on the northeast, foothills of the San Bernardino Mountains on the northwest, and the San Jacinto and Santa Rosa Mountains on the southwest. These mountains expose primarily Precambrian metamorphic and Mesozoic granitic rocks. The primary seismic risk at the site is a potential earthquake along the San. Andreas Fault. The San- Andreas Fault zone within the Coachella Valley consists of the . Gaiin Hill Fault, the Banning Fault, and the Mission Creek Fault that traverse. along the ' no ctheast�-margin of the valley. Local Geology: The project site is located in the lower portion of the La Quinta Cove in the southeastern portion of the Coachella Valley. The sediments within this portion of the valley consist of interbedded alluvial (stream) and lacustrine (lake) deposits. EARTH SYSTEMS CONSULTANTS SOUTHWEST March 13, 2000 -5- File No. 07548-01 00-03-723 Section 4 CONCLUSIONS The following is a summary of our conclusions and professional opinions based on the data obtained from a review of selected technical literature and the site evaluation. • The primary geologic hazard relative to site development is severe ground shaking from earthquakes originating on nearby faults. In our opinion, a major seismic event originating on the local segment of the San Andreas Fault zone would be the most likely cause of _ significant earthquake activity at the site within the estimated design life ,of the proposed development.' • The project site is in seismic Zone 4 as defined in the Uniform Building Code. A qualified professional who is aware of the.site seismic setting should design any permanent structure constructed on the site. • Ground subsidence from seismic events or hydroconsolidation is a potential hazard in the Coachella Valley area. Adherence to the following grading and structural recommendations should reduce the potential of settlement problems from seismic_ forces, heavy rainfall or irrigation, flooding, and the weight of the intended structures. The soils are susceptible to wind and water erosion. Preventative measures to minimize. seasonal flooding and erosion should be incorporated into site grading plans. Dust control should also be implemented during construction. • Other geologic hazards including ground rupture, liquefaction, seismically induced flooding, and landslides are considered low or negligible on this site. gid: `Iii our:'o'pmion, the soils :within;the<; >:.. red_uc:e settlernen -fFo `stattc'aoatlin "`'Soils should'`be ..readiY ::cut":b .;. ri' `: "Q '` egtupment • Earth Systems Consultants Southwest (ESCSW) should provide geotechnical engineering services during project design, site development, excavation, grading,. ; and foundation construction phases of the work. This is to observe compliance with.-Ahe design concepts, specifications, and recommendations, and to allow, design changes in the event that subsurface conditions differ from those anticipated prior to the start of construction. Plans and specifications should be provided to ESCSWprior to grading. Plans should include the grading plans, foundation plans, and foundation details. Preferably, structural - loads should be shown on the foundation plans. EARTH SYSTEMS CONS) II.TANTC COI ITHWP.gT . March 13, 2000 Section 5 RECOMMENDATIONS IR SITE DEVELOPMENT AND GRADING 5.1 Site Development - Grading File No. 07548-01 00-03-723 A representative of ESCSW should observe site grading and the bottom of excavations prior to placing fill. Local variations in soil conditions may warrant increasing the depth of recompaction and over -excavation. Clearing and Grubbing: Prior to site grading existing vegetation, uncompacted fill, construction debris, and trash should be removed from the proposed. building area. The surface should be stripped of organic growth and removed from the construction area. Areas disturbed during clearing should be properly backfilled and compacted as described below. Building Pad Preparation: Because of the relatively non-uniform and under -compacted nature of the majority of the site soils, we recommend recompaction of soils in the building area. The existing surface soils within the building pad should be over -excavated to 60 inches below existing grade. The over -excavation should extend for 5 feet beyond the outer edge of exterior footings. The sub -excavation should be scarified; moisture conditioned for an additional depth of 24 inches; and recompacted to at least 90% relative compaction (ASTM D1557) for an additional depth of 12 inches below the bottom of the sub -excavation. Moisture penetration to near optimum moisture should extend at least 6 feet below existing grade and be verified by testing. Subjrade Preparation: In areas to receive fill, pavements, or hardscape, the ground surface should be scarified; moisture conditioned, and compacted to at least 90% relative compaction (ASTM D1557) for a depth of 12 inches below finished subgrades. Compaction should be verified by testing. Engineered Fill Soils: The native silty sand or sandy silt soil is suitable for use as engineered fill and utility trench backfill. Clayey soils, where encountered, should not be used as fill in the upper three feet of the subgrade. The native soil should be placed in maximum 8 -inch lifts (loose) and compacted to at least 90% relative compaction (ASTM D1557) near its . optimum moisture content. Compaction should be verified by testing. All rocks larger than=6.ii ches in greatest dimension should be removed from fill or backfill material. = Imported fill soils (if required) should be non -expansive, granular soils meeting the USCS classifications of SM, SP -SM, or SW -SM with a maximum rock size of 3 inches and 5 to 35% passing the No. 200 sieve. The geotechnical engineer should evaluate the import fill soils before hauling to the site. However, because of the potential variations within the borrow source, import soil will not be prequalified by ESCSW. The imported fill should be placed in lifts no greater than 8 inches in loose thickness and compacted to at least 90% relative compaction (ASTM D1557) near optimum moisture content. EARTH SYSTEMS CONSULTANTS SOUTHWEST / March 13, 2000 -7- File No. -07548-01 00-03-723 Shrinkage: The shrinkage factor for earthwork is expected to range from,10 to 20 percent for the _ upper excavated or scarified site soils. This estimate is based on compactive effort to achieve an average relative compaction of about 92% and may vary with -contractor methods. Subsidence is estimated to range from 0.1 to 0.2 feet. Losses from site clearing and removal of existing site improvements may affect earthwork quantity calculations and should be considered. Site Drainage: Positive drainage should be maintained away from the structures (5% for 5 feet _ minimum) to prevent ponding and subsequent saturation of the foundation soils. Gutters and downspouts should be considered as a means to convey water away from foundations if adequate drainage is not provided.. Drainage should be maintained for paved areas. Water should not pond on or near paved areas. .5.2 Excavations and Utility Trenches t ' Excavations should be made in accordance with CalOSHA. requirements. Our site exploration and knowledge of the general area indicates there is a potential for caving of site excavations (utilities, footings, etc.). Excavations within sandy,soil should be kept moist, but not saturated, to reduce the potential of caving or sloughing_ Where deep excavations over 4 feet deep are _ planned, lateral shoring or appropriate cut slopes of 1:1 (horizontal: vertical) should be provided. No surcharge loads from stockpiled soils or construction materials should be allowed within a horizontal distance measured from the top of the excavation slope, equal to the depth of the excavation. Utility Trenches: Backfill of -utilities wifhin road or public right -of --ways should be placed in - conformance with the requirements of the governing agency (water district, road department, etc.) Utility trench backfill within private property should be placed in'conformance with the provisions of this report. _ In general, service lines extending inside of property may be backfilled , - with native soils compacted to a minimum of 90% relative compaction. Backfill operations should be observed and tested by ESCSW to monitor compliance with these recommendations. EARTH SYSTEMS CONSULTANTS SOUTHWEST March 13, 2000 -8- File No. 07548-01 . 00-03-723 - STRUCTURES In our professional opinion, the structure foundation can be supported on shallow foundations bearing on a zone of properly .prepared and compacted soils placed as recommended in Section 5.1. The recommendations that follow are based on very low expansion category soils in the upper 4 feet of soils beneath finished pad grade. o f. 5.3 Foundations , Footing design of widths, depths, and reinforcing are the responsibility of the Structural Engineer, considering the structural loading and the geotechnical parameters. given in this report. A minimum footing depth of 12 inches below lowest adjacent grade should be maintained. A representative of ESCSW should observe foundation excavations prior to placement of reinforcing steel or concrete. Any loose soil' or construction debris should_be removed from _ footing excavations prior to placement of concrete. Conventional Spread Foundations: Allowable soil bearing pressures are- given below for _ foundations bearing on recompacted soils as described in Section 5.1. Allowable bearing pressures are net (weight of footing and soil surcharge may be neglected). • Continuous wall foundations, 12 -inch minimum width and 12 inches below grade: 1500 psf for dead plus design live loads Allowable increases of 300 psf per each foot of additional footing width and 300 psf.for each additional 0.5 foot of footing depth may be used up to a maximum value of 3000 psf 1 - y • Isolated pad foundations, 2 x•2 foot minimum in plan.and 18 inches below grade: 2000 psf .for dead plus design live loads Allowable increases of 200 psf per each foot of additional footing width and 400 psf for each additional 0.5 foot of footing depth may be used up to a maximum value of 3000 psf. A one-third (1/3) increase in the bearing pressure may be used when calculating resistance to " wind or seismic loads. The allowable bearing values indicated are based on the anticipated maximum loads stated in Section .1.1 of this report. If the anticipated loads exceed these values, the geotechnical engineer must reevaluate the allowable bearing values, and the grading - requirements. Minimum reinforcement for continuous Wall footings should be ttivo,No. 4 steel reinforcing bars, _ placed near the top and the bottom of the footing. This reinforcing is not intended to supersede . any structural requirements provided by the structural engineer. _ Expected Settlement: Estimated total static settlement, based on footings founded on firm soils as recommended,should be less than l inch. Differential settlement between exterior and interior bearing members should be less than 1/2 -inch. Frictional and Lateral Coefficients: Lateral loads may be resisted by soil friction on the base of foundations and by passive resistance of the soils acting on foundation walls.- An allowable EARTH SYSTEMS CONSULTANTS SOUTHWEST' l ' March 13, 2000 -9- File No. 07548-01 00-03-723 coefficient of friction of 0.35 of dead load may be used. An allowable passive equivalent fluid pressure of 250 pcf may also be used. These values include a factor of safety of 1.5. Passive resistance and frictional resistance may be used in combination if the friction coefficient is reduced to 0.23 of dead load forces. A one-third (1/3) increase in the passive pressure may be used when calculating resistance to wind or seismic loads. Lateral passive resistance is based on the assumption that any required backfill adjacent to foundations is properly compacted. — 5.4 Slabs -on -Grade Subarade: Concrete slabs -on -grade and flatwork should be supported by compacted soil placed in accordance with Section 5.1 of this report. Vapor Barrier: In areas of moisture sensitive floor coverings, an appropriate vapor barrier should be installed to reduce moisture transmission from the subgrade soil to the slab. For these areas an impermeable membrane (6 -mil visqueen) should underlie the floor slabs. The membrane _ should be covered with 2 inches of sand to help protect it during construction and to aide in concrete curing. The sand should be lightly moistened just prior to placing the concrete. Low - slump concrete should be used to help reduce the potential for concrete shrinkage. The effectiveness of the moisture barrier is dependent upon its quality, method of overlapping, its protection during construction, and the successful sealing of the barrier around utility lines. Slab thickness and reinforcement: Slab thickness and reinforcement of slab -on -grade are contingent on the recommendations of the structural engineer or architect and the expansion index of the supporting soil. Based upon our findings, a modulus of subgrade reaction of approximately 200.pounds per cubic inch can'be used in concrete slab design for the expected very low expansion subgrade. Concrete slabs and flatwork should be a minimum of 4 inches thick. We suggest that the concrete slabs be reinforced with a minimum of No. 3 rebars at 18 -inch centers, both horizontal directions, placed at slab mid -height to resist cracking. Concrete floor slabs may either be monolithically placed with the foundations or doweled after footing placement. The thickness and reinforcing given are not intended to supersede any structural requirements provided by the structural engineer. The project architect or geotechnical engineer should continually observe all reinforcing steel in slabs during placement of concrete to check for proper location within the slab. Control Joints: Control joints should be provided in all concrete slabs-6a=grade at a maximum spacing of 36 times the slab thickness (12 feet maximum on -center, each 1Vvay) as 'recommended by American Concrete Institute (ACI) guidelines. All joints should form approximately square patterns to reduce the potential for randomly oriented, contraction cracks. Contraction joints in the slabs should be tooled at the time of the pour or saw cut (1/4 of slab depth) within 8 hours of concrete placement. Construction (cold) joints should either be thickened butt joints with one- half inch dowels at 18 -inches on center or a thickened keyed joint to resist vertical deflection at the joint. All construction joints in exterior flatwork should be sealed to prevent moisture or foreign material intrusion. These procedures will reduce the potential for randomly oriented cracks, but may not prevent them from occurring. EARTH SYSTEMS CONSULTANTS SOUTHWEST March 13, 2000 -10- File No. 07548-01 00-03-723 Curing and Quality Control: The contractor should take precautions to reduce the potential of curling of slabs in this and desert region using proper batching, placement, and curing methods. Curing is highly effected by temperature, wind, and humidity. Quality control procedures should be used and may include trial batch mix designs, batch plant inspection, and on-site special inspection and testing. Typically, for this type of construction and using 2500 -psi concrete, many. of these quality control procedures are not required. 5.5 Retaining Walls ` • The following table'presents lateral earth pressures for use in retaining or basement wall design. The values are given as equivalent fluid pressures without surcharge loads or hydrostatic pressure. Lateral Pressures and Sliding Resistance (1) Granular Backfill Passive Pressure 375 pef -level, ground Active Pressure (cantilever walls) 35 pcf - level ground able to rotate 0.1 % of structure height At -Rest Pressure restrained walls) 55 pcf - level ground Dynamic Lateral Earth Pressure (2) acting at mid height of structure, 25H psf where H is height of backfill in feet Base Lateral Sliding Resistance Dead load x Coefficient of Friction: 0.50 Notes: 1. These values are ultimate values. A factor of safety of 1.5 should be used in stability analysis except for dynamic earth pressure where a factor of safety of 1.2 is acceptable. _ 2. Dynamicpressures are based on the Mononobe-Okabe 1929 method, additive to active earth pressure. Walls retaining less than 6 feet of soil need not consider this increased pressure. Upward sloping backfill or, surcharge loads from nearby footings can create larger lateral pressures. Should any walls be considered for retaining sloped backfill or placed next to foundations, our office should be contacted for recommended design .parameters. Surcharge loads should be considered if they exist within a zone between the face of the wall and a.plane projected 45 degrees upward from the base of the wall. The increase in lateral earth pressure should be taken as 35% of the surcharge load within.this zone. - Retaining:_walls subjected to traffic loads should include a uniform surcharge load equivalentIo at least 2 feet of native soil. Drainage: A backdrain or an equivalent system of backfill drainage should be incorporated into the retaining wall design. Our firm can provide construction details when the specif c application is determined. Backfill immediately behind the retaining structure should be a free -draining granular material. Waterproofing should be according to the Architect's specifications. Water should not be allowed to pond near the top of the wall: To accomplish this, the final backfill grade should be such that all water is diverted away from the retaining wall. Backfill Compaction: Compaction on the retained side of the wall within a horizontal distance equal to one wall height should be performed by hand -operated or other lightweight compaction EARTH SYSTEMS CONSULTANTS SOUTHWEST I- _ March 13, 2000 -11- File No. 07548-01 00-03-723 equipment. This is intended to reduce potential locked -in lateral pressures caused by compaction - with heavy grading equipment. 5.6 Mitigation of Soil Corrosivity on Concrete Selected chemical analyses for corrosivity were conducted on a sample at the project site. The native soils were found to have a low sulfate ion concentration (0.02 %) and low chloride ion concentrations (0.02 %). Sulfate ions can attack the cementitious material in concrete, causing weakening of the cement matrix and eventual deterioration by raveling. Chloride ions can cause corrosion of reinforcing steel. The Uniform Building Code does not require any special provisions for concrete for these low concentrations as tested. Normal concrete mixes may be used. A minimum concrete cover of three (3) inches should be provided around steel reinforcing or embedded components exposed to native soil or landscape water (to 18 inches above grade). - Additionally, the concrete should be thoroughly vibrated during placement. Electrical resistivity testing of the soil suggests that the site soils may present a severe potential for metal loss from electrochemical corrosion processes. Corrosion protection of steel can be achieved by using epoxy corrosion inhibitors, asphalt coatings, cathodic protection, or encapsulating with densely consolidated concrete. A qualified corrosion engineer should be consulted regarding mitigation of the corrosive effects of site soils on metals. 5.7 Seismic Design Criteria This site is subject. to strong ground shaking due to potential fault movements along the San Andreas and San Jacinto Faults. Engineered design and earthquake -resistant construction increase safety and allow development of seismic areas. The minin:um seismic design should comply with the latest edition of the Uniform Building Code for Seismic Zone 4 using the seismic coefficients given in the table below. The 1997 UBC seismic. provisions are more stringent for sites lying close to major faults. UBC Seismic Coefficients for Chapter 16 Seismic Provisions Reference - Seismic Zone: 4 Figure 1,6=2 Seismic Zone Factor, Z: 0.4 Table L64 Soil Profile Type: SD Table 16-J - Seismic Source Type: A Table 16-U Closest Distance to Known Seismic. Source: 12 km =72 miles (San Andreas Fault) Near Source Factor, Na: 1.0 Table 16-S Near Source Factor, Nv: 1.1 Table 16-T Seismic Coefficient, Ca: 0.44 = 0.44Na Table 16-Q Seismic Coefficient, Cv: 0.70 = 0.64Nv Table 16-R The intent of the UBC lateral force requirements is to provide a structural design that will resist collapse to provide' reasonable life safety from a major earthquake, but may experience some March 13, 2000 -12- File No. 07548-01 00-03-723 structural and nonstructural damage. A fundamental tenet of seismic design is -that inelastic yielding is allowed to adapt to the seismic demand on the structure. In other words, damage is allowed. The UBC lateral force requirements should be considered a minimum design. The owner and the designer should evaluate the level of risk and performance that is acceptable. Performance based criteria could be set in the design. The design engineer has the responsibility to interpret and adapt the principles of seismic behavior and design to each structure using experience and sound judgment. The design engineer should exercise special care so that all components of the design are all fully met with attention to providing a continuous load path. An adequate quality assurance and control program is urged during project construction to verify that the design plans and good construction practices are followed. This is especially important for sites lying close to the major seismic sources. Section 6 LIMITATIONS AND ADDITIONAL SERVICES 6.1 Uniformity of Conditions and Limitations Our findings and recommendations in this report are based on selected points of field exploration, laboratory testing, and our understanding of the proposed project. Furthermore, our findings and recommendations are based on the assumption that soil conditions do not vary significantly from those found at specific exploratory 'locations. Variations in soil or groundwater conditions could exist between and beyond the exploration points. The -nature and extent of these variations may not become evident until construction. Variations in soil or groundwater may require additional studies, consultation, -and possible revisions to our recommendations. Findings of this report are valid as of the,. issued date of -the report. However, changes in conditions of a property can occur with passage of time whether they are from natural processes or works of man on this or adjoining properties. ` In addition, changes in applicable or appropriate standards occur whether they result from legislation or broadening of knowledge. Accordingly, 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 one year. In the event that any changes in the nature, design, or. location of the building. are planned, the conclusions and recommendations contained in this report shall not be. considered valid unless the changes are reviewed and conclusions of this report are modified or verified in Nyriting. This report is issued with the understanding that the owner, or the owner's representative, has the responsibility to bring the information and recommendations contained herein to the attention of the architect and engineers for the project so that they are incorporated into the plans and specifications for the project. The owner, or the owner's representative, also has the responsibility to take the necessary steps to see that the general contractor and all subcontractors carry out such recommendations in the field. It is further understood that the owner or the owner's representative is responsible for submittal of this report to the appropriate governing agencies. EARTH SYSTEMS C0NS1)1.TANTR Cllr ITNwFCT March 13, 2000 -13- - - File No. 07548-01 „ 00-03-723 As the Geotechnical Engineer of Record for this project, Earth Systems Consultants Southwest has striven to provide our services in accordance with generally accepted geotechnical engineering practices in this locality at this time. No warranty or guarantee is express or implied. This report was prepared for the exclusive use of the Client and the Client's authorized agents. ESCSW should be provided the opportunity for a general review of final design and specifications in order that earthwork and foundation recommendations may be properly interpreted and implemented in the design and specifications. If ESCSW is not accorded the privilege of making this recommended review, we can assume no responsibility for misinterpretation of our recommendations. Although available through Earth Systems Consultants Southwest, the current scope of our services does not include an environmental assessment; or investigation for the presence or absence of wetlands, hazardous or toxic materials in the soil, surface water, groundwater or air on, below, or adjacent to the subject property. 6.3 Additional Services - This report is based on the assumption that an adequate program of client consultation, construction monitoring, and testing will be performed during the final design and construction phases to check compliance with these recommendations. Maintaining ESCSW as the geotechnical consultant from beginning to end of the project will provide continuity of services. The geotechnical engineering firm providing tests and observations shall assume the responsibility of Geotechnical Engineer of Record. Construction monitoring and testing would be additional services provided by our firm. The costs of these services are not included in our present fee arrangements, but can be obtained from our office. The recommended review, tests, and observations include, but are not necessarily limited to the following: Consultation during the final design stages of the project. Review of the building and grading plans to observe.that recommendations of our report have been properly implemented into the design. • Observation and testing during site preparation, grading and placement of engineered fill as required by UBC Sections 1701 and 3317 or local grading ordinances. • Consultation as required during construction -000- Appendices as cited are attached and complete this report LV L; dLIU11 1VJLilp Boring Location Map Logs of Borings ► j��;�� —`';r�i�t�( "�/ v. _ _' ,'� `W wain. No low Ct IN ! ( eox and �Sn: � • �^ � �f t Wafer Well, -\ lln `, n 4 L o 41 1 i II II u d rW 0 2 I 4 a a .t'.4 :GV••:h.fia •O o a _•moo s:� o It x c:t=c Ju.it -�•� —_ == ria: =°a'' 19 IT IL Go %, I t•q•a�• •• • � • f •��;T ..� _ ra:Tr>yal" •.. ,``3r..:-,-•}' X111 i j _ :a •_ =i La Quints: va La _ •p \ 1481 C - � `1; �11`.t i��i�� ! /'t �• '•ter-,.• L� n _.• l � ��'• ��V� ' i1 ' Figure 1 - Site Location Base Map: USGS 7-112' Quadrangle, . La Quinta, California, Photorevised Lots 37 and 39 - Enclave -Mt. Estates 1980 • Project No.: ,07548-01 ' a Scale: 1" = 2,000' Earth Systems Consultants ' 0 -2,000--4,000 Southwest - LEGEND ® Approximate Boring Location 1' I .5' T A LOT sr & ss -- ----__------------- Not to .SITZ PIAN Scale «.�oi�r ;• a.$,:ice Figure 2 - Boring Locations Lots 37 and 39 - Enclave Mt. Estates Project No.: 07548-01 0 Earth Systems Consultants Southwest Earth Systems Consultants —0 Southwt3st 79-811B Country Club Drive, Bermuda Dunes, CA 92201 . - nh....e nam — 'Boring No: B1 lame: Drilling Date: January 13, 2000 Project Enclave Mountain Estates Lots 37 and 39 Loma Vista Drilling Method: ' 8" Hollow Stem Auger Project Number: 07548-01 Drill Type: CME 75 Boring Location: Per Plan Logged By: Clifford W. Batten SamType Penetration o 2'." Description of Units Page 1 of 1 `-� -.a U Resistance U rn a -• 0,5 .o Note: The stratification lines shown represent the A p (Blows/6") =' approximate boundary between soil and/or rock types Graphic Trend N A U and the transition may be y gradational. Blow Count Dry Density I sMSILTY SAND: brown, fine to medium grained,. dense, dry ® 33,23,40 110.1 5.7 5 � IL 25,33,37 104.4 1.5 . ML SANDY SILT: brown, laminated silts, with fine to medium grained sands, dense, damp 10 , 23,25,36 110.5 '10.6 • 15 ® 25,31,36 92.3 4.3 20 ® 21,26,28• 104.6 9:9 25 30 ■ 26,28,33 i 101.4 9.4 • 35 Total Depth: 31.5' feet No Bedrock or Groundwater Encountered 40 45 Earth Systems Consultants Southwest 79-81 IB Country Club Drive, Bermuda Dunes, CA 92201 Dl --- /•]2/11 - Boling No: B2 Drilling Date: January 13, 2000 ` Project Name: Enclave Mountain Estates Lots 37 and 39 Loma Vista Drilling Method: 8" Hollow Stem Auger Project Number: 07548-01 Drill Type: CME 75 Boring Location: Per Plan 1 Logged By: Clifford W. Batten w ype Penetration o B y Description of Units Page I of I R esistance U m A a .5 •o Note: The stratification lines shown represent the A p (Blows/6") A �` «= o approximate boundary between soil and/or rock types Graphic Trend A U and the transition may be y gradational. Blow Count Dry Density 0 sm SILTY SAND: brown, fine to medium grained, medium dense, dry 7,9,11 103.9 0.4 5 I I ML SANDY SILT TO CLAYEY SILT: brown, 16,19,33 7.5 ` laminated silts, with fine to medium grained sands, dense, damp to moist 10 35,37,39 117.4 12.7 I S , 31,33,35 .94.8 12.3 • • Total Depth: 16.5' feet No Bedrock or Groundwater Encountered 20 25 30 35 40 " 45 i ` ft Earth Systems Consultants Southwest 79-811 B Country Club Drive, Bermuda Dunes, CA 92201 Phone (760) 345-1588 FAX (760) 345-7315 "Boring No: B3 Drilling Date: January 13, 2000 ProjectName: Enclave Mountain Estates Lots 37 and 39 Loma Vista Drilling Method: 8" Hollow Stem Auger Project Number: 07548-01 Drill Type: CME 75 Boring Location: Per Plan Logged By: Clifford W. Batten ,. Sample oT W Description of Units Page 1 of 1 v Resistance U c 1:),5 'o B Note: The stratification lines shown represent the A(Blows/6") j approximate boundary between soil and/or rock types Graphic Trend A U and the transition may be gradational. Blow Count Dry Density SM SILTY SAND: brown, fine to medium grained, medium dense, dry ®7,8,11 99.2 0.4 5 I I ML SANDY SILT TO CLAYEY SILT_ brown, ■ 16,20,21 112.1 13.3 laminated silts, with fine to medium grained sands, dense, damp to moist 10 17,21,25 101.4 13.2 15 ■ 21,25,28 89.1 11.8 Total Depth: 16.5' feet No Bedrock or Groundwater Encountered 20 25 ' 30 Y 35 40 , 45 r ft Earth Systems Consultants �d Southwest 79-811B Country Club Drive, Bermuda Dunes, CA 92201 Phone l76011dL1 SAA RAY I7rzm ne < a,, < Boring NO: B4 Drilling Date: January 13, 2000 ProjectName: Enclave Mountain Estates Lots 37 and 39 Loma Vista Drilling Method: 8" Hollow Stem Auger Project Number: 07548-01 Drill Type: CME 75 Boring Location: Per Plan Logged By: Clifford W. Batten Tye' Penetration o 2:1,? Description Of Units Page 1 of 1 t Resistance, q a ?- c 'o = Note: The stratification lines shown represent the A no (Blows/6") ] approximate boundarybetween soil and/or rock types Graphic Trend A U and the transition may be y gradational. Blow Count Dry Density 0 I SM - SILTY SAND: brown, fine to medium grained, medium dense,'dry 11,15,19 103.4 0.3 Sr I ( ML SANDY SILT TO CLAYEY SILT: brown, • .20,30,46 93.1 11.2 laminated silts, with fine to medium grained sands, dense, damp to moist 10 , 21,33,28 82.6 14.9 15 , 22,38,40 10.9 . Total Depth: 16.5' feet No Bedrock or Groundwater Encountered 20 25 30 35 `.. w k •. 40 45 Earth Systems Consultants Southwest 79-811B Country Club Drive, Bermuda Dunes, CA 92201 Phone f7601 34S-1 SRR FAX f76M t4CJ91 c "BoringNo: BS Drilling Date: January 13, 2000 Project ame: Enclave Mountain Estates Lots 37 and 39 Loma Vista Drilling Method: 8" Hollow Stem Auger Project Number: 07548-01 Drill Type: CME 75 Boring Location: Per Plan Logged By. Clifford W. Batten SampleY Type Penetration c y v Description Of Units Page 1 of 1 v . s v Resistance•o a Ud chi G Note: The stratification lines shown represent the o Y a in lows/6' ) - o PP n types Graphic Trend approximate boundary between soil and/or rock A A U and the transition may be gradational. Blow Count Dry Density 0 sM SILTY SAND: brown, fine to medium grained, • I medium dense, dry ® 7,11,14 98.5 5.0 5 I I ML SANDY SILT TO CLAYEY SILT: brown, 19,27,3 l 90.1 t 2.2 laminated silts, with fine to medium grained sands, minor clay, dense, damp to moist 10 ■ 23,25,30 94.7 23.7 wet 15 , 31,27,30 91.2 12.6 Total Depth: 16.5' feet No Bedrock or Groundwater Encountered 20 ` 4 _ 25 30 35 40 45 f APPENDIX B Laboratory Test Results • ' w UNIT DENSITIES AND MOISTURE CONTENT Job Name: The Enclave Lots 37 & 39 Job Number: 07548-01 Date: 01/25/00 B1 2 110.1 Unit Moisture USCS 5 - Sample Depth Dry Content Group 10.6 ML' " Location (feet) Density (pcf) (%) Symbol B1 B1 2 110.1 5.7 SM B1 5 104.4 1.5 SM Bl 10 110.5 10.6 ML' " - Bl 15 , 92.3 4.3 ML B1 20 104.6 - 9.9 ML' - B1 30 101.4 9.4 ML B2 2 103.9 0.4 SM' B2 5 --- ' 7.5 ML B2 10 117.4 12.7 ML/CL " - B2 15 94.8 12.2 ML/CL -` B3 2 99.2 0.4 SM B3 5 112.1 13.3 ML/CL - B3 10. 101.4 13.2 ML B3 15 89.1 11.8 ML/CL B4 2 103.4 0.3 SM B4 5 93.1 11.2 ML B4 10 82.6 14.8 NIL B4 15 --- 10.9 ML B5 2 •98.5 5.0 SM - B5. 5 90.1 12.2 ML/CL B5 10 94.7 23.7 CL _ B5 15 91.2.12.6-. 100 10I 0.1 0.01 0.001 Particle Size (nini) I 07548-01 T Jan 25, 2000 PA"ATICLE SIZE ANALYSIS IT ASTM D-422 Job Name: The Enclave Lots 37 & 39 -77, Sample ID: B1 @ 0 - 5 feet F! 111 Description: Silty F to C Sand with Clay (SM) Sieve Size % Passing By Hydrometer Method: 311 100 Particle Size % Passing 211 100 60 Micron 26 1-1/2" 100 ,23 Micron 18 100 13 Micron 15. 3/4" 100 7 Micron 12 1/2" 100 5 Micron 10 3/8" 100 3.4 Micron 91 #4 100 2.8 Micron 8 #8 99 1.4 Micron 4 #16 97 #30 91 % Gravel: 0 #50 70 % Sand: 70 #100 44 % Silt: 22 #200 30 % Clay (3 micron): 8 100 10I 0.1 0.01 0.001 Particle Size (nini) I T T T I I IT i,i 11A -77, F! 111 ii IL il� 4 -1 FFF L I LU L- .- j! 1 100 10I 0.1 0.01 0.001 Particle Size (nini) 07548-01 Jan. 25, 2000 CONSOLIDATION TEST ASTM D 2435-90 & D5333 The Enclave Lots 37 & 39 Initial Dry Density: 110.7 pcf B3 @ 5 feet Initial Moisture, W 13.3% Clayey Silt (CUML) Specific Gravity: 2.67 (assumed) Ring Sample Initial Void Ratio: 0.506 Hydrocollapse: 0.5% @ 2.0 ksf % Change in Height vs Normal Presssure Diagram _ 2 1 0 —1 —2 w uo —3 -4 en -5 R V -6 d u s. v —7 a -8 -9 -10 -11 —12 0.1 o Before Saturation111m" : �'°Hydrocollapse ■ After Saturation —Y—Rebound Trend 1.0 Vertical Effective Stress, ksf 10.0 07548-01 Jan 25, 2000 MAXIMUM DENSITY / OPTIMUM MOISTURE ASTM D 1557-91 (Modified) Job Name: The Enclave Lots 37 & 39 Procedure Used: B Sample ID: B 1 @ 0-5 feet Prep. Method: Moist Location: Native Rammer Type: Manual Description: Brown Silty F to C Sand with Gravel to 3/4" and Clay (SM) Sieve Size % Retained Maximum Density: 128.5 pcf 3/41: 0.6 Optimum Moisture: 8.5% 3/8" 1.7 #4 4.1 0 5 10 15 20 25 Moisture Content, percent SOIL & PLANT LABORATORY SOIL ANALYSIS and CONSULTANTS, Inc. 79-607 Country Club Drive for:. Earth Systems Consultants Southwest Suite 7 Bermuda Dunes, CA -92201 report date: 1-27-00 . 760-772-799,5 inv./lab#: 336 mg/Kg Ohms -cm ppm meq/L ppm No. Description Sat.% pH Res NO3N POOP K Ca + Mg Na C1 504 07548-01 Enclave lots 37 +39 Bl @ 0-5' - 8.5 •450 150 165