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9702-069 (SFD)i G. d'� P.O. BOX 1504 APPLICATION ONLY 7&105 CALLE ESTADO Building I / >�� i' " .� LA QUINTA, CALIFORNIA 92253 Address ` a CA t� Owner. ' Mailing Address Contractor Address Zip ;-- BUILDING: TYPE CONST-.____ _QCC. G//RP. A.P. Number el. r Legal Description Project Description Zip I Tel.. State Lic.I City & Classif. Lic. # e44,ADesigner ���� -y 3e44- Address ddress 15Li-r-1 Tel. 11 1 (--) �`Ct-� vir-4 6f- `1 fib( C,P City, Zip' 7 (State h1Ur-r. tv�z G�Z�U Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). I-! 1, 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, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not-build.or improve for the purpose of sale.) 1"1 I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or.improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) I) 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less.) I certify that in the performance of thg work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT: If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name ' Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration it work thereunder is suspended for 180 days. I certify that 1 have.read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above-. mentioned property for inspection purposes. Signature of applicant —Date— Mailing ateMailing Address City, State, Zip L01 -BUILDING DIVISION Sq. Ft.� No. No. Dw. Size Stories Units New Fl— Add O Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. r��j • �� Plan Chk. Bal. Const. Mech: Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS ZONE: BY: Minimum Setback Distances: Front Setback f -Om Center Line Rear Setback frDm Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE Issued by: D Ir Per Validated by: 1 Validation: w CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO.PLUMBING FEES IST FL. SO. FT. $ 2ND FL. S0. FT. @ POR. SO. FT. @ ,GA R. SO. FT. @ CAR P. SO. FT. y7 WALL SO. FT. @ SO. FT. @ ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET YARD SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN URINAL WATER PIPING NOTE: Not to be used as property tax valuation BONDING FLOOR DRAIN MECHANICAL FEES FORMS WATER SOFTENER VENT SYSTEM FAN EVAP.000L HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER GAS (ROUGH) GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED OTHER APPJEOUIP. LAUNDRYTRAY AIR HANDLING UNIT CFM TEMP. POLE KITCHEN SINK ABSORPTION SYSTEM. B.T.U. TEMP USE PERMIT SVC WATER CLOSET COMPRESSOR HP POLE,TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. @ c BATH TUB SO. FT. © c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID @ 1 Va c SEWAGE DISPOSAL SO.FT.GAR @ 3/ c HOUSE SEWER REMARKS: VENTILATION GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBING UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. $ plus x$ _$ LUMBER GR. FINAL INSP. FRAMING FINAL INSP. ROOFING REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL WISHARD ARCHITECTS 11750 Sterling Ave., Suite G • Riverside, CA 92503 y (909.) 687-9016 FAX (909) 687-9249 TO: CITY OF LA QUINTA , DEPT. OF .BUILDING AND SAFETY - PLAN CHECK DIVISION RE: LOT 6 PEBBLE BEACH DR. PGA WEST, TRACT 29397 ,t TO WHOM IT: MAY CONCERN, AS. THE ARCHITECT OF RECORD, I HAVE REVIEWED THE TRUSS CALC-S . AND "FIND THAT THEY ARE IN CONFORMANCE WITH MY DRAWINGS AND THE STRUCTURAL CALCULATIONS: I WILL BE PROVIDING PERIODIC STRUCTURAL OBSERVATIONS FOR THIS PROJECT DURING CONSTRUC- TION PER SECTION 1702 OF THE 1,994 UBC. w DAN WISHARD ' #. STRUCTURAL ENGINEERS & CONSULTANTS PLAN CHECK REPLY 2 F PROJECT: Century Crowell DATE Apr. 20, 2000 PGA West - Lot 6 PROJECT NO. 1099-9343 PROJECT NAPAE: PGA West - Lot Plan Check by: City of La Quinta PC# 0001-154 FILE NO. Ph: Fax: .Dated: PAGE NO.. 1- of 1 ITEM No. REPLY . 1. Foundation Plan. has been completed per comments on plans. IM 2. Please see Section Don sheet A7. 3. Please see Detail 13 / H-2 on Hardy Sheets. 4. Per 2000 Simpson catalog (page 6) SDS -1/4" X 3" Wood Screws have a shear value of 303 lbs. each. Hardy Schedule calls for number of screws that is sufficient for shear haseri nn the ranacity of the nanel I.7 A Number of Screws Srew Capacity Panel Capacity 8 2400 2132 10 3000 2850 12 3600 3523 14 4200 3982 16 4800 4709 Overturning for Hardy Panels has been calculated. Please see Walls 26 & 27. Foundation Plan and Framing Plan have been coordinated tc match each other. 7. All Hardy Frame Details have now been keyed. FROM PLAN CHECK # - 1 2. Values used to calculate base seismic base shear are Ca=0.44 & R=4.4 per Soils Report # 544-8047 dated 09-27-99 by Sladden Engineering. E S I NOW ' Ramon R.Won , I I , S. E. 2345 by: Chris Conwell 1800 E. 16th Street, Santa Ana,'CA 92701 • Copies To: (3) Ben Aguilar 10800 Hole Ave., Suite 17 Riverside, CA 92505 ph. (909) 359-61066 Attn.: Ben Aguilar (714).835-2800 • Fax. (714) 835-2819 �0 ' d i96 W1010 adz brio <! September 27, 1999 " -2- Project No.'544-8047 - 99-0.9-14'.6*, If you have questions regarding this letter, please contact the undersigned. Respectfully submitted, SLADDEN LNGiiNEERING ssr ANpFIP Brett L. AAA son Principal Engineer UP. P. C X9200 9.30.2002 Letter/pc. � cl I%�° P Copies: 2/Century Crowell Communities Sladden Engineering £00 'd I600 I8£ 606131 S311INHW00, 113A030 WIND n:9I (nHI) 66 .8c- '100 .Jun -08-98 O7:59A Sladden Engineering 6782 Stanton Ave:, Suite E, Buena Park, CA 90621 (310) 864-4121 (714) 523-0952 Fax (714) 523.1369 . 39.725 Garand Ln., 5uile G, Palm Desert, CA 92211 (619) 772.3893 Fax(619)772-3895 May 12, 1998 Century Crowell Communities 1535 South 1) Strut, Suite 200 San Bernardino, California 92408 Attention: Mr. Ed Knight Project: Lots 6 & 7 - Tract 25397 PGA West Stadium Course [..a Quinta, California Project No. 5448047 ,Subject: Geotechnical Update Reference: Soil Engineering Report prepared by Buena Engineers, Inc, dated December 14, 1984; Job No. B -14413-P 1, Report No. 84-12-239 1. P.O2 As requested, we have reviewed the referenced Soil Engineering Report. as it. reLites to the design and construction of the proposed single family residences. In addition, we have visited the site to observe the present conditions and sampled the surface soils for soluble sulfat.c testing. The project site includes lots 6 and 7 along Pebble Beach within the Stadium Course area of the PGA West development in the City of La Quinta, Cal.ifornia. The tots are a part of Tract 299'7. The lots have been previously rough graded but are presently vacant. The lots were previously rough graded in 1985 along with the rough grading of the adjacent Stadium Course. The rough grading included overexcavation of the native surface soils along with the placement of engineered fill material to construct the building pads. The previous rough grading is surnmarized along with the compaction test results in previous grading reports prepared by Buena Engineers, Inc. It is our understanding that the proposed development of these lots will require minimal regrading. The referenced Soils Engineering Report includes recommendations pertaining to the constntction of residential stucture foundations., Based upon our review of the referenccc report, it is our opinion that the recommendations included in the referenced Soil Engineering Report remain valid for the design and construction of the proposed residential structure foundations. The structural values included in the referenced report should be applicable for use in the desig-i of the proposed residential structure foundations and associated, site improvements. The recommended structural values are summarized herein. ,Jun -08-98 O7:59A Nlay 12, 1998 (2) Project No, 5448047 Conventional shallow spread footings should be at least 12 inches deep and bottomed into firm compacted soils. Continuous footings at least one foot wide and isolated pad footings at least two feet square may be designed using allowable bearing values of 1200 pounds per square foot (psf) and 1500 psf, respectively. Allowable increases of 200 psf for each additional one foot of width and 200 psf for each additional six inches of depth may be utilized if desired. The maximum allowable bearing pressure should be 2.500 psf. The allowable bearing pressures are for dead and frequently applied live loads and may be increased by 1/3 to resist wind, seismic or other transient loading. The recommendations summarized in the preceding paragraph are based on the assumption that all footings will be supported by properly compacted sods. Prior to the placement -of the reinforcing steel and concrete, we recommend that the footing excavations he inspected -in order to verify that they extend into the firm compacted soils and are free of loose and disturbed materials. The surface soils are expected to be non -expansive, previous expansion testing.indicates that the surface soils fall within the "very low" (0-20) expansion category in accordance with the Uniform Building Code (UBC) classification system as outlined in UBC Section 18-2. Although slab and foundation reinforcement may not be required to resist expansion pressures, reinforcement should be considered to help span subsurface imperfections. Reinforcement will z.lso help contain shrinkage related cracking. Areas of moisture sensitive .flooring should be .3rovided with an appropriate vapor barrier or an adequate capillary break. The moisture barrier should be protected by sand to limit damage during concrete placement. Because the site soils may be susceptible to settlements due to the Introdueeiolt of excessive amounts of water, care should be taken to see that bearing soils are not allowed to become saturated from the ponding of rain water or irrigation. Drainage from the huilding and retaining wall areas should be rapid and complete. Hardscape or dry landscaping sthvu.ld be considered adjacent to the foundations. Settlements may result from the anticipated foundation loads. These estimated ult mate settlements are calculated to be a maximum of one inch when using the recommended bearing values, As a practical matter, differential settlements between footings can be assumed as one-half of the total settlement. These elastic settlements are expected to occur during construction. Resistance to lateral loads can be provided by a combination of friction acting at the base of the slabs or foundations and passive earth pressure along the*sides of the foundations. A coefficient of friction of 0.45 between soil and concrete may be used for dead load forces only. A passive earth pressure of 300 pounds per square fout, per foot of depth, may be used for the aides of footings which are poured against properly compacted native or import soils. Passive earth pressure should be ignored within the upper one foot except where cottoned (such as beneath a floor slab). Retaining walls may be required to accomplish the proposed constntetion. Cartilever retaining walls may be designed using "active" pressures. Active pressures may be estimated using an equivalent fluid weight of 35 pct' for native backfill soils with level free -draining backfill conditions, For walls that are restrained, "at rest" pressures should be utilized in design. At rest pressures may be estimated using an equivalent fluid weight of 55 pcf. Walls should he provided with adequate drai nage. P. 03 Slodden t~ngtneertn9 Jun-08-98 08:00A May 12, 1998 (3) Project No. 544-8047. Because the lots have been previously rough graded, the remedial grading recommended with respect to the planned lot regrading should be minimal. It is our opinion that the previous remedial grading is adequately documented in previous grading reports prepared by Buena Engineers, Inc. and the existing fill material Should be adequate for the support of the planned residential Structures. The remedial grading necessary at this time should be minimal. The building and foundation areas should be cleared of grass and weeds, scarified anal moisture conditioned prior to grading. Any soils disturbed during the site clearing operations should be recompacted to at least 90 percent relative compaction. The exposed surface should be compacted so that a minimum of 90 percent relative compaction is attained prior to fill placement. Fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. Grading should be observed by a representative of Sladde■ Engineering and compaction should be verified by testing. It should be noted that the site is located within a seismically active area of Southern California and it is likely that the proposed structures will experience ground shaking as a resul9: of an earthquake event along one of the faults in the region, As a minimum, structures should be designed based upon Seismic Zone 4 design criteria included in the Uniform Building Code (U82). The potential for liquefaction or other geologic/seismic hazards occurring at the site is-;onsidered to be negligible, Two samples of the surface soils were obtained for soluble sulfate content determination. The samples were delivered to Anaheim 'fest Laboratory for testing, Soluble sulfate content was determined in general accordance with California Test Method No. 417. Testing indicated soluble sulfate contents of 527 and 1 152 parts per million (pptn). The test results suggest that the site soils are non -corrosive to moderately corrosive. The use of Type 5 cement and special corrosion resistant concrete mix designs should not be necessary but concrete suppliers should be made aware of the moderate corrosion potential. We appreciate the opportunity to provide service to you on this project, if you have any questions regarding this letter or the referenced reports, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING ZA b Brett L. Anderson , Principal Engineer '' �,'• ,, �Np. 0045389 Copies: 4- Century Crowell Communities P.04 ;Jun -.08-98 08:OOA P.05 ANAHEIM TEST LABORATORY 3008S. ORANGE AVENUE SANTA ANA, CALIFORNIA 02707 PHONE (714) 549-7267 TO: SLADDEN ENGINEERING: 6782 STANTON AVE.' SUITE E BUENA PARK,CA. 90621 ATTN: BRETT ANDERSON PROJECT: CENTURY PEBBLE BEACH: ANALYTICAL REPORT SOLUBLE SULFATES per CA. 417 SAMPLE #1 CL,+ -7) 527 ppm SAMPLE #2 ��� �) 1 , 1 52 ppm DATE: 5-7-98 P.O. No. VERBAL Lob, No. B 31 60 1-2 SEec�ifiCcgion: Molerial; SOIL RE E FULLY UB EE POPPY BRIbGB Chir chemist FORM #2 ,�'� ICAO Evaluation Service, Inc: •� A 5360 WORKMAN MILL ROAD s :, VViifTT1ER, CAGFORNIA 90601 2259 International Conference of Building Officials a SU�d%afyAolporaron OiMe 11ATE1aAL rPE t1pv��06be1 �'n>y aA1Qr ba. riddtt Proal 79 EVALUATION REPORT ER -M14 a t CopyNM 01996 IC80 EnWation Semles.111C. 83 Filing Cdegwr, VENWTION AND EXHAUST HOOD (282} 6.25 PASSIVE ROOF AIR VENTS molt material9r, &mmsiom,bdws3,weight and ak wer,4V b each model ate ith bled in Table 1 and Fres 1 tlno* 4. VeM as= 2661 GOUVENS71aN NOWAY SOUTH. SURE 107. blies may be kmWed op roofs wb a midmam 3:12 slope. SEBASTOPOI,'CALIFO m 95413 3,3 Ide>t�katl0rc 1A SUBJECT Mverdsiden6 inubietbeartabe2rhgwhichidwdk3ham- er% wme, model mura r and 8m 00 ES evakgft repos M MIW ` Pa" Root Air Vents. (ER•6214). CarbM Of packaging YNch cOntWn the iespmft pro&cb 2A DESORMN fdert(dT6kemanuF skhametatdaddtessand atloneabkn�ok�• 2.1 Generat 30 EVIDENCE SUBIIRTED Passive Root Air Verde by OMgln are verhtstor toe order Sed im 1505.3 Desc t" orature. cabMons and field repass. Otte 00de to provide reed a* verditdm The vwds are aoremcfed Findings ISS th{{9AA►e coQe �aMmijn�ujn, s�sl��h�d Typal '� t fi�tt. yg6W0�61C1�1G1WN '' AA - _ 4�1 and an wdernal cover. The three eldard vend covers Rodels 1%D046, Tilt the O'Ragfs'o Paul" Roof Air Vbab dssaW In 6114 report 1150044 End F50Dq are cwMatible with the pthnary Yard model (stb ��wgh11m 1194fJNferm BNi�Mg CoQe"',+objedtto�he +9i• i19 entldstloot U tawwdofL 4.1 Veft we 6aed fn ea:ordsme etch this report and Elle ThemdocaViesMospaceoltwocaMae» &sforsyMdetinedlnTable mawdamm'ala*Ucdonss. ' 2 and is frt4WW wAng camerftal roating cement and mo" clads. Typ1, 42 YOM we 1aSMOd on 1`0019111*511i tt hd mlm 11" of 3 to 12 Cal model and h iaella$on pkocedtm are depktod in Rpm 6. Naft tNhcfha sdreduletkxltep h"verKmodel H4 6hdmsoncader, and 0te external Yard cover may mud w" h to mwdacaffWs Muchons. WrA M report is N*d 16 m4xw wdw IM two gears. TAM 14VAG1N VENT YODELS reNr MODEL oUTM OOIB � VAIM AIR OPM41 AWMeUM SM"1< T.St4Z ata rYip1M Obe•1 11ATE1aAL rPE t1pv��06be1 �'n>y aA1Qr ba. riddtt Proal 79 Opppt Gp� H T..Ot16 MM4h16�1 550046' 20 by 25 83 3.35 6.25 9.00 M50044 20 by 26 0 4.00 7.00 10.10 F5W43 20 by 20 79 4.30 150 1050 PV50001 (SubOanhing) 10114 by 23 95 - 0.75 1?5 2.00 'Combined rating for cover and primary vent TABLE 2—COSIPA711ILE CONCRETE TILE STYLES VENT Males CRETE 111.E WYtEs - M50044 EAGLE MALIBU. LWETIIE CAPRI. LIFETILE CENTURY CLASSIC. MONIER VILLA; PIONEER HACIENDA, STACO LA CASA, WESTI E DOUBLE ROMAN 550046 EAGLE CAPISTRANO. LIFFETILE ESPANA, MONIER S. PIONEER REGAL F50043 MONIER HOMESTEAD. UNIVERSAL FLAT PV50001 COW&WLE WITH THE ABOVE CONCRETE TILE STYLES n m Chau AmembM oftCBO, udrrpng tie code upon which rhe report Evakmdonreportsof,ICBOEvaktatioeSluice,Inc,areb3ued3olelytoprovidtigformatW addrerndoorasatendorngmeruarreeom m- 66.4Evabadim repwOmrnotsobeconstrwdosrePventingaezfArdaara"orieraabtbaattnd>Deej/fearly . dalton for nae of tate subject report `. 71&i& report is based upon independent Mgt W brier tecinrnd data 3abmlNrd b! tit appiitant 711114750 Evalamsoa Ser,rlttRe' recinkal "af hw revitrtdthe tent retaas aur/brother dmo, batt dos not ponnett Arlt fonWn to make ex WrptWeat vfrVkT't— Tine bow rorrwq by 1Cf0EFff&wd-Service, Ine' aprsu uereov4redby the report M &tckdmer inelades, barb notaxited tg merekanwbiW ariagWeQ as to any "Fiadng"orodhermatterin the reportoran to any prod pegs 1 of 3 1 IIM i 1 f Abp 1 1 : YG M11 UAMI..l1YJ 11YV (b ( tf.e6 �jeuu . P. Q 1 3... kA ' i 14 .S. Pap 2 of 3 2W 217 FIGURE 1-850046 VENT COVER FIGURE 2`6150044 VENT COVER 28" FIGURE 3—F50043 VENT COYER - r FIGURE 4 -PRIMARY VENT (BUMM hln9) t P.03 .. is in�ra tea-" '" Page 3 of 3 ERd214 MARK roll I---- — — — — — — — ----i WM NO SEAL TIrMIW M�CAUUM 1 �flloM SECURE �EbITRIR1t A'o ��SH,(�m��rte o�oa�euru�tu IN ALLoFSUFFWmXTjVWfMT0MWlPA 'O'HA®IN VENTILATION SYSTEM ROURE S -TYPICAL INSTALLMON t e ' ESI/FME, Inc. Structural Engineers Date 06-20-00 By : C.J.C.. 1800 East 16th Street > Santa Ana, California 92701 SHEET 1 OF 1 Company :'CENTURY CROWELL Project Name: "PGA West Lot 6 &.71F . Address: 1535 S. "D" Street #200 La Quinta, CA' San Bernadino, CA 92408 ESI / F M E Job No:.: 9343-0 Contact : Ed Knight Project Eng.: RR.W. Phone 909-381-6007 FAX, PH.: (714) 335-28001 Fax 835-2819 1XJPhone Conversation =Field Meet'g =Meet'g @ Client's �In-House Meeting MEMO Re: Truss Plans for "PGA West Lots 6 & 7" We have reviewed the truss plan layouts by Spates Fabricators for the houses to be built on Lots 6 & 7 of the project PGA West in La Quinta, CA by Century Crowell. Communities. We find the truss plans do comply with the structural design concept for the house to be built on lots 6 & 7,. Submitted truss calcs were "wet signet". by Christian W. Chappell and dated 06-12-00. Q�pFESS�pN � D2C c� Y.S —z ua m Q - �' m Opp\COQ E S I.1, IF M E, Inc. Structural Er►grneers Date: 11-08=2000 By: R.R.W. 1800 East 16th Street Santa Ana, Ca*M* Ia 92701 SHEET 1 00 1 Company: CENTURY CROWELL Project Name : `PGA West Lot 6 " Address : 1535 S. "D'� Street #200.. La Qunta, CA San Bernadino, CA 92408 E 611 F M E Job No.: 9343 Contact : Larry Project Eng.: RAMP Phone,: (760)564-7977 ' FAX : (760)564-7976 PH.; (714)835-2600/ Fox 836-28`19 Phone Convey" Field MWO = Mearg C CIWWV. in -House Meeting 4, MEM® ' Re:Added Door (dt Main ®age At the rear wall of the garage, closest:to Suite # 2, we have no objections to adding a man door at this location. The header used at this door is a 6x8 and is sufficient to carry the loads in that area. Rai;_ hear wall at Exterior of Goff Cart Ga p Where the plans show shear wall # 8, which is 718" stucco, we have no - objections to installing 318".plywood with°nailing consistent to ou.* shear wail nailing schedule # 12 (3" at edges, 12" at field) in Ileu of the stucco. Res Gu+gstHouse, Left of Master Suite ` Where the plans call for a 7' door it this area, we have no objections to installing (2) 2' windows and a pair of Z-6" doors. The header used over the 2 doors Is a 4'and is sufficient to cant' the load in this area. TOTAL P.01 b Truss Truss Type Oty Ply TOTAL FRAMING / PGA WEST LOT 6 /Jim r509248 D ROOF TRUSS 3 1 n v� a roti �n iaao M{Talc Industries Inc. Thu Aua 03 14:21:58 2000 Page 1 UNIVERSAL I KUSJ, mc., rontdnd, �^ --r.+ - 2_1.0 5-3-0 10-6-0 15-9-0 2-1-0-0 23-1-0 2-1-0 5.3.0 5-3-0 5.3-0 3 2-1 LUMBER TOP CHORD 2 X 4 OF No.2-G BOT CHORD 2 X 4 OF No.2-G WEBS 2 X 3 OF Stud -G REACTIONS(lb/size) 2=1052/0-3-8.10=1052/0-3.8 Max Horz2=1553(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2=43, 2-3=-2116, 3-4=-1745, 4.5=-1561, 5-6=349, BOT CHORD 2.14=1946, 13-14=1576, 12-13=1576, 10-12=1946 WEBS 3-14=-462, 4-14=426. 9-12=-462. 8-12=426, 5-7=-15 BRACING [P] TOP CHORD Sheathed or 3-3-6 on center purlin spacing. BOT CHORD Ri id ceilin directly aoolied or 10-6-0 on center bracing. �D RE A� = CR�cKE'P B�TfDM cI-Fa� ���y 2x X !�f'�oN�4 scRJB o^!E' sl PE 6S SHOW, %) ,►�N iS 10A1 c. LAX Yo d (9 3'1 o. G . .�/n! T / Z A `�' VZ' GpX�osB pL. WOOPhl- I. 7- = 156 , 8-9=-1745, 9-10=-211 , 10-11=43 L �Q (oPe si��-apsiT'F- arxc,AB) : NAS L. p NOTES Nr�►�� DF AJ Is�t,,,� Q 1) This truss has been checked for unbalanced loading conditions. 2) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegate o t e w ing-designe 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B. UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSI/TPI 1.1995 criteria. 7) Load case(s) 1, 2, 3, 4, 5, 6 has been modified. Building designer must review loads to verity that they are correct for the intended use of tips truss. LOAD CASE(S) 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1.2=-67.5, 2-3=-67.5. 3-4=-67.5, 4.5=-67.5. 5-6=-67.5, 6-7=-67.5, 7-8=-67.5, 8-9=-67.5, 9-10=-67.5, 10-11=-67.5, 2-14=-15.7,':3-14=-15.7, 12.13=-15.7; 10-12=-15.7 Concentrated Loads'(Ib) Vert: 13=-80 2) UBC: Lumber Increase=1.25, Plate Incre3se=1.25 Uniform Loads (plo Vert: 1-2=-31.5, 2.3=-31.5, 3-4=-31.5. 4-5=-31.5. 5.6=-31.5. 6-7=-31.5, 7.8=-31.5. 8-9=-31.5, 9-10=-31.5, 10-11=-31.5, 2.14=-38.2. 13-14=-15.7. 12.13=-15.7, 10-12=-38.2 Concentrated Loads (lb) Vert: 13=-80 3) 1st unbalanced Regular: Lumber Increase=1.25. Plate Increase=1.25 Uniform Loads (plf) Vert: 1.2=-67.5. 2-3=-67.5. 3-4=-67.5. 4-5=-67.5. 5.6=-67.5, 6-7=-31.5, 7-8=-31.5, 8-9=-31.5, 9-10=-31.5, 10.11=-31.5. 2-14=-15.7, 13-14=-15.7, 12.13=-15.7. 10-12=-15.7 Concentrat=ed Loads (lb) Vert: 13=-80 4j 2nd unbalanced Regular: Lumber Incre3se=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-31.5, 2-3=-31.5. 3.4=-31.5. 4.5=-31.5. 5-6=-31.5. 6-7=-67.5, 7-8=-67.5,.8-9=-67.5. 9-10=-67.5, 10-11=-67.5, 2-14=-15.7, 13-14=-15.7,12-13=-15.7, 10.12=-15.7 Concentrated Loads (lb) Vert: 13=-80 5) User defined: Lumber Increase=1.33. Plate Increase=1.33 Uniform Loads (plo Vert: 1.2=-31.5, 2-3=-5.3, 3-4=-6.5, 4.5=-6.5. 5-6=-6-5.6.7=-56.5. 7.8=-56.5, 8-9=-56.5, 9-10=-57.7, 10-11=-31.5. 2-14=-15.7, 13-14=-15.7. 12.13=-15.7. 10-12=-15.7 Horz: 2-3=215.0, 3-4=225.0, 4.5=225.0, 5-6=225.0, 6-7=225.0, 7-8=225.0, 8-9=225.0. 9-10=215.0 to'-t--Z)o--?33 3x4- ' 2x6 - 2x6 - 2 4.00 6 2x411 5 7 2x411 DFAG=1500# I2x4 4 8 2x4% s �I 3 0 of r° 10 N f 2 1 il? 1 14 - 13 6 12 4x4 - 4x4 - 3x4_ 3x5- 3x4- 7-5-0 13-7-0 21-0-0 7-5-0 6-2-0 7-5-0 LOADING SPACING 2.3.0 CSI TC 0.89 DEFL Vert(LL) (in) (loc) -0.16 10-12 I/deft >999 PLATES GRIP M20 220/195 TCLL TCDL 16.0 14.0 Plates Increase Lumber Increase 1.25 1.25 BC 0.60 Vert(TL) -0.33 12-14 >745 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(TL) . 0.06 10 n/a 1st LC LL Min I/deft = 360 Weight: 831b BCDL 7.0 Code UBC97/ANS195 (Matrix) LUMBER TOP CHORD 2 X 4 OF No.2-G BOT CHORD 2 X 4 OF No.2-G WEBS 2 X 3 OF Stud -G REACTIONS(lb/size) 2=1052/0-3-8.10=1052/0-3.8 Max Horz2=1553(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2=43, 2-3=-2116, 3-4=-1745, 4.5=-1561, 5-6=349, BOT CHORD 2.14=1946, 13-14=1576, 12-13=1576, 10-12=1946 WEBS 3-14=-462, 4-14=426. 9-12=-462. 8-12=426, 5-7=-15 BRACING [P] TOP CHORD Sheathed or 3-3-6 on center purlin spacing. BOT CHORD Ri id ceilin directly aoolied or 10-6-0 on center bracing. �D RE A� = CR�cKE'P B�TfDM cI-Fa� ���y 2x X !�f'�oN�4 scRJB o^!E' sl PE 6S SHOW, %) ,►�N iS 10A1 c. LAX Yo d (9 3'1 o. G . .�/n! T / Z A `�' VZ' GpX�osB pL. WOOPhl- I. 7- = 156 , 8-9=-1745, 9-10=-211 , 10-11=43 L �Q (oPe si��-apsiT'F- arxc,AB) : NAS L. p NOTES Nr�►�� DF AJ Is�t,,,� Q 1) This truss has been checked for unbalanced loading conditions. 2) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegate o t e w ing-designe 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B. UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSI/TPI 1.1995 criteria. 7) Load case(s) 1, 2, 3, 4, 5, 6 has been modified. Building designer must review loads to verity that they are correct for the intended use of tips truss. LOAD CASE(S) 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1.2=-67.5, 2-3=-67.5. 3-4=-67.5, 4.5=-67.5. 5-6=-67.5, 6-7=-67.5, 7-8=-67.5, 8-9=-67.5, 9-10=-67.5, 10-11=-67.5, 2-14=-15.7,':3-14=-15.7, 12.13=-15.7; 10-12=-15.7 Concentrated Loads'(Ib) Vert: 13=-80 2) UBC: Lumber Increase=1.25, Plate Incre3se=1.25 Uniform Loads (plo Vert: 1-2=-31.5, 2.3=-31.5, 3-4=-31.5. 4-5=-31.5. 5.6=-31.5. 6-7=-31.5, 7.8=-31.5. 8-9=-31.5, 9-10=-31.5, 10-11=-31.5, 2.14=-38.2. 13-14=-15.7. 12.13=-15.7, 10-12=-38.2 Concentrated Loads (lb) Vert: 13=-80 3) 1st unbalanced Regular: Lumber Increase=1.25. Plate Increase=1.25 Uniform Loads (plf) Vert: 1.2=-67.5. 2-3=-67.5. 3-4=-67.5. 4-5=-67.5. 5.6=-67.5, 6-7=-31.5, 7-8=-31.5, 8-9=-31.5, 9-10=-31.5, 10.11=-31.5. 2-14=-15.7, 13-14=-15.7, 12.13=-15.7. 10-12=-15.7 Concentrat=ed Loads (lb) Vert: 13=-80 4j 2nd unbalanced Regular: Lumber Incre3se=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-31.5, 2-3=-31.5. 3.4=-31.5. 4.5=-31.5. 5-6=-31.5. 6-7=-67.5, 7-8=-67.5,.8-9=-67.5. 9-10=-67.5, 10-11=-67.5, 2-14=-15.7, 13-14=-15.7,12-13=-15.7, 10.12=-15.7 Concentrated Loads (lb) Vert: 13=-80 5) User defined: Lumber Increase=1.33. Plate Increase=1.33 Uniform Loads (plo Vert: 1.2=-31.5, 2-3=-5.3, 3-4=-6.5, 4.5=-6.5. 5-6=-6-5.6.7=-56.5. 7.8=-56.5, 8-9=-56.5, 9-10=-57.7, 10-11=-31.5. 2-14=-15.7, 13-14=-15.7. 12.13=-15.7. 10-12=-15.7 Horz: 2-3=215.0, 3-4=225.0, 4.5=225.0, 5-6=225.0, 6-7=225.0, 7-8=225.0, 8-9=225.0. 9-10=215.0 to'-t--Z)o--?33 ESI/FME, Inc. Structural Engineers Date : 9-19-2000 By : R.R.W. 1800 East 16th Street (rev'd 9/22/00) Santa Ana, California 92701 SHEET 1 OF 1 Company : CENTURY CROWELL Project Name: "PGA West Lot 6 Address.: 1535 S. "D" Street #200 La Quinta, CA San Bernadino, CA 92408 ES I / F M E Job Nc.: 9343-1 Contact : Larry Project Eng.,: R.R.W. Phone (760)564-7977 FAX: (760)564-7975 PH.: (714}835-2800/Fax 835-2819 . aPhone Conversation 1XI Field Meet'g a Meet'g @ Client's 14 -House Meeting MEMO vuu%.Lu1a1 wain mi oeptem4er -ion ai op-snL reooie meacn The following information was communicated directly to the. Framing Foreman at the job site during our meeting with Herb, Century.Cr'owell. HIPS Over ' Garage and HALL.. Apex of hips at Garage and Hall (SUITE2/SUITE3) need to be shored with. a 2x4 collar tie under the hips nailed with (2) 16d's at . each end. SUITE 3: No objection to reversing the 2x10 flat roof framing. Detail C/SD2 may be deleted and added to the GOLF side of the 3'/2" x 14" PSL.. GREAT ROOM: ADD plywood blocking over BAR as per detail Q1/SD3. ADD detail Rl/SD3.at Morning Room. KITCHEN: ADD 2x6 to complete support of G.T. at exterior wall. FOYER: ADD (2)Simp. CS16, L=8 -ft G.T. to Blocking at Hardy Frame cf Morning Room. ADD 2x4 diagonal braces and 2x8 ledger secured with (2) 16c's @ 8" o.c. to 4x12. Formal Dining: ADD Simp..CS16, L = 16 -ft at. detail R1/SD3. GARAGE: Use shear wall SW11, L = 87' at the "right" side of the garage ( in -lieu of 10 -ft) 6x10 he at Golf garage may remain a W. Formal Dining. Room: Present condition of ' raised 4x .beam over Hardy Frame is acoeptable. GUEST HOUSE:. At Garage: ADD (2) 2x4 cripples over 4x14 header to support Girder Truss. At rear of garage: ADD (2) 2x6, L =14" to support G.T. and secure to 2x4 studs with Simpson A35F at each side. Also, ADD 2x4 collar tie with (2)16d @ ea.side under hip at G.T. FOUNDATION: - ALL Hardy Frames with 1-1/8",Bolts need to be" DBL bolted with drypack=`o0. W.- Ste, GARAGE: Replace 6x10 at front of golf garage with 6x8. Beam is non-bearing. Glass Type (all 1/8") Insulated glass 3/4" o.a. Winter % Ultraviolet Shading Solar Heat . Visible light U -Value Transmittance Coefficient Gain Coefficient Transmittance Cir /Clr Sungate 500 Low-E/Clr LOF Low-E/Clr Clr/Heat Mirror 88 Clr/Heat Mirror 66 Clr/Heat Mirror SC75 Cardinal Low -E 171 /Cir Glass Type (all 1/8") Insulated glass 1" o.a. Or /Cir Sungate 500 Low-E/Clr LOF Low-E/Clr Cardinal Low -E 171 /Clr Clr/Heat Mirror 88 Clr/Heat Mirror 66 Clr/ Heat Mirror SC75 Lower=Better Lower=Better Higher=Better Winter % Ultraviolet Shading Solar Heat Visible light. U -Value Transmittance Coefficient Gain Coefficient Transmittance Lower=Better. lower=Better Higher=Better JUN.-07'00(WED) 08:40 CENTURY CROWELL COMMUNITIES TEL:909,381 0041 P. 002 e6ia5,08 22:32 NO.044 922 ELECTRICAL LOAD CALCULATION PGA WEST • LOT M A LIVABLE SQUARE FEET 4,407 LIVABLE SQ. FT. x 3 WATTS 13,221 2 KITCHEN APPLIANCE CIRCUITS 3,000 DISPOSAL 800 DISHWASHER 1,200 LAUNDRY 1,500 F,A•U ;91 1,500 F.A.U: #2 1,500 F.A,U, CASITA 5,000 MICROWAVE 1,500 TRASH COMPACTOR 1,500 IRON 1,500 FUTURE POOL r SPA LIGHT, 1,500 FUTURE OUTDOOR POOL 9,000 FUTURE OUTDOOR SPA 9,000 CASITA HEAT PIMP 5,000 OVEN MO VOLT 9,000 COOKTOP 240 VOLT 9,000 GARAGE DOOR OPENER 600 GOLF CART 800 JACUZZI TUB 1,500 TOTAL WATTS 77,821 18t 10,000 WATTS 10,000 REMAINDER aQ 40 % 27,128 TOTAL 37,128 DIVIDE BY 240 VOLTS FOR AMPS 154.70 AIR CONDITIONERS ® 100 % AC #1 50 AC 02 50 AC CASITA 30 . TOTAL AMPERE RATING 284'70 6-07-200 9.32AM FROM CENTURY-CROWELL 9093812617 P.1 i25 'd 22:32 N;- . 0ca 9V GEM'dR7 CflOsvc u- r� ern p A �wEs T m laT' � e CJs m M ^t49 z COLLINS ELECTRIC P.O. Box 492 Highland, CA 92346 (909)884-0995 & 424-0210 April 12, 2000 Jay Jamison Director of Purchasing Century Homes 1535 South D Street, Suite 200 San Bernardino, CA 92408 RE: Lot # 6, Custom Unit; PGA Dear Jay, The following proposal' is for the custom unit to be built on Lot # 6 @ PGA West. Per our discussion with Gary, I took liberty to upgrade the electrical system with items commonly installed in custom houses of this style. Below I have listed some of these upgraded applications. I also added several items not included on the plan set. Also included is the price for fixtures that 1 selected from the Kichler lighting catalog I left with you. The fixtures I selected are of custom quality and are matching in both style and color. To get a comprehensive idea of all upgrades and additions included in ,this proposal, I feel that a brief meeting to review them would be beneficial. I will make myself available at a time convenient to you at your request. The following are a list of the upgraded items included: 400 Amp Service Sub Panel in Underground Conduit for guesthouse Upgraded Silent Type Fluorescent Combo's Recessed Fixtures with Baffled Trims Recessed "Mini" Fixtures over wet bar Decora Switches Decora Receptacles Decora Slide Dimmers with on/off switch' Decora Fan -Light Dimmers for ceiling fans Category "5" Telephone Lines- dedicated Upgraded Chime & Push Buttons (2) Future Landscape Lighting Dedicated Circuits- front and back (2) Photocells for above with switch override Dedicated 240 v Pool Circuit- future Dedicated 240 v Jacuzzi Circuit- future Dedicated 120 v Pool & Jacuzzi Light Circuit- future Dedicated 120 v Jacuzzi Tub Circuit Dedicated 120 v Trash Compactor Dedicated 120 v Ironing Board Circuit .i FI=[q`I �+-1 IIEf(+I_ 1='I�_�pii_.l._ III_:. F9li_iIlL='1_a=r=t _T�_u,. 1` '1''� l i_i-:idF'hl F'l A-1- METAL PRODUCTS Fpr All YiUtSheet ilAetal Needs' -- — 46d7 E. V/ashi^glon Blvl C-ly Of Cpmmelrc.e'. Calhrnia 9,0040 !213) 26.6•6321) FAX (21.3) 266-1308 LOW' YI2OFF[�f; T1LE v.ENTS rvi.5 STEEL'S LOW 0w ILI TILE VENTS ARE MANUFACTURED OUT OF zG GALVANtZ.E.D .STEEL, Wl'IH A SPOT WELDED CONSTRUCTION.111E, SE VENTS ARE EQUIPP-ED WITH. A. STURDY '/4" SCREEN MESH, AND HAVE AN OPEN SQUARE INCH AJIEA. OF 104. ITIS DESIGNED WI'I H'A, VEN'TURI THAT MUMS THE AIR 'I'IIROU(:Y.I�t'I'ILL+, VENT. M-5 STEEL'S LOW PIMFILE TILL, VENTS ARE MADE *rO' ::SIT ANY TJ L. +' IVIANUFACTIJ11ErR;.1IONIER, LIFETILE. I=I 1111 IF I ICi: '.l i :_i=.i , I 1 ?ii; li_u i. 15 199 t rn x :i l i• �r.�,. i t3ot1 . A-1 ML-TA.L PRODUCTS, INC - 4647 E. Vi'ashingtvn Blvd. Commerce, CA 9004o LO W PROFILE �I,I�� �'�' "BASS" THE6E BASES ARE PROVIDED WITH EVERY LOW PROMM, TU.E VENTS. EACH BASE IS IYIAD.1' QU'f OF 26 GAUGE GA:LVANIZEll STEEL, WITH A SPOT WELDED CONS'T'RUCTION, 1T INCLUDES A STURDY 1/4 SCBE 1 N NIESIL ACTUAL SCREEN. OPEKING IS 7-1/8 X 19 WYM 3/4" TAL•T_,, ALT. BASL;S AIM DESIGNED WIT11 • WATLR PROOFING IN MIND. 0 0 N_ ad N 0 L X X CL CT) Ln Cu OJCDrn rn rn y U i co 4 �O J GP� —::5 a g�� t ko i1• e° LAKE-- L07' L°�9gv PEB�L �- h 191 DATE I BY I MARK I ULL rKtt ENGINEER A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DESIGNED BY: J.G. BEACH RECOMMENDED FOR APPROVAL DATE APPR. DATE CHECKED BY REVISIONS CITY DATE DRAWN BY: W.A. CHECKED BY: J.J.G. SECTION 13 T.6S., R.7E., S.B.M. COACHELLA VALLEY ENGINEERS HWY. 1 11 52TH AVE. LA 54TH AVE. PETE DYE UTILITIES VICINITY MAP il ODESCRIPTION APPROVED FOR PERMITTING: PLANNING 8c ZONING COMPLIANCE: CHECKED AND RECOMMENDED ELECTRIC IMPERIAL IRRIGATION DISTRICT 1) IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE 323-1851 CONST. 6' HIGH GARDEN WALL (SEPARATE PERMIT) FOR APPROVAL . BY: -S 10 ��- 9 WATER LINE(WL)lb L rl I� O C] a LF BENCH MARK FINISHED GRADE GRAPHIC SCALE: Fi10 9�. --..�� _ N0.25397, AS SHOWN BY MAP TOM HARTUNG DATE BUILDING 8c SAFETY DIRECTOR JERRY HERMAN DATE COMMUNITY DEVELOPMENT DIRECTOR _ __ -_ _ KURT M. SAXON DATE EXP. DATE: 6100101 R.C.E. ENGINEERING SAXON ENGINEERING SERVICES HIGH POINT ,,°°�;� LOT 6 TRACT PAD ELEVATION CITY OF LA QUINTA CITY OF LA QUINTA TOP OF CURB 4 �O J GP� —::5 a g�� t ko i1• e° LAKE-- L07' L°�9gv PEB�L �- h 191 DATE I BY I MARK I ULL rKtt ENGINEER A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DESIGNED BY: J.G. BEACH RECOMMENDED FOR APPROVAL DATE APPR. DATE CHECKED BY REVISIONS CITY DATE DRAWN BY: W.A. CHECKED BY: J.J.G. SECTION 13 T.6S., R.7E., S.B.M. COACHELLA VALLEY ENGINEERS HWY. 1 11 52TH AVE. LA 54TH AVE. PETE DYE G. F. F. F. F. G. F. L. F. S. G.B. H.P. P. E. T. C. 2Q R/W E. D. TW IF ESTIMATE OF QUANTITIES UTILITIES VICINITY MAP il ODESCRIPTION WATER & SEWER COACHELLA VALLEY WATER DISTRICT N. T. S. UNIT ELECTRIC IMPERIAL IRRIGATION DISTRICT LEGEND 127 GAS SOUTHERN CALIFORNIA GAS COMPANY 323-1851 CONST. 6' HIGH GARDEN WALL (SEPARATE PERMIT) TELEPHONE GENERAL TELEPHONE COMPANY GARAGE FLOOR O CABLE TV MEDIA ONE FINISH FLOOR LF BENCH MARK FINISHED GRADE 1 J _ _ J ' FLOWLINE FINISHED SURFACE CONSTRUCT DRAIN INLET PER DETAIL ON THIS SHEET SOUTHWEST CORNER OF LOT C ELEVATION: 100.00 (ASSUMED) GRADE BREAK P ,A\D -10 1 HIGH POINT 1 TO SUPPLY COPIES OF STREET IMPROVEMENT PLAN FOR PAD ELEVATION PEBBLE BEACH AND GRADING PLAN OVER LOT 6. TOP OF CURB PROJECT CONSTRUCTION NOTE SITE BASIS OF BEARINGS RIGHT OF WAY BASIS OF BEARING TAKEN FROM THE EASTERLY PROPERTY LINE LINE OF LOT 6 AS SHOWN ON TRACT NO. 25397, EXTENDED DEPTH FOOTING M8 218/20-25. DRAINAGE SWALE BEING: N27'58°23"W CENTER LINE DEVELOPER GARDEN WALL EXTENDED DEPTH FTG. EXIST WATER MAIN EXIST. SEWER MAIN EXIST. GAS MAIN EXIST. ELEC. LINE A. C. UNIT TOP OF WALL TOP OF FOOTING G. F. F. F. F. G. F. L. F. S. G.B. H.P. P. E. T. C. 2Q R/W E. D. TW IF ESTIMATE OF QUANTITIES UTILITIES il ODESCRIPTION WATER & SEWER COACHELLA VALLEY WATER DISTRICT 398-2651 UNIT ELECTRIC IMPERIAL IRRIGATION DISTRICT 398-5811 127 GAS SOUTHERN CALIFORNIA GAS COMPANY 323-1851 CONST. 6' HIGH GARDEN WALL (SEPARATE PERMIT) TELEPHONE GENERAL TELEPHONE COMPANY 323-1231 O CABLE TV MEDIA ONE 340-2225 LF BENCH MARK PROTECT IN PLACE EXIST. SPECIFIED ITEM 6 TOP OF CURB EASTERLY SIDE OF PEBBLE BEACH AT THE O CONSTRUCT DRAIN INLET PER DETAIL ON THIS SHEET SOUTHWEST CORNER OF LOT C ELEVATION: 100.00 (ASSUMED) EA NOTE: AT TIME OF SURVEY, CITY.OF LA QUINTA WAS UNABLE CORE DRILL EXIST CURB FACE TO MATCH 4" PVC 1 TO SUPPLY COPIES OF STREET IMPROVEMENT PLAN FOR PEBBLE BEACH AND GRADING PLAN OVER LOT 6. PROJECT SITE BASIS OF BEARINGS BASIS OF BEARING TAKEN FROM THE EASTERLY LINE OF LOT 6 AS SHOWN ON TRACT NO. 25397, M8 218/20-25. BEING: N27'58°23"W DEVELOPER G. F. F. F. F. G. F. L. F. S. G.B. H.P. P. E. T. C. 2Q R/W E. D. TW IF ESTIMATE OF QUANTITIES il ODESCRIPTION QUANTITY UNIT O CONST, 4" PVC SCH. 40 DRAIN LINE 127 LF O CONST. 6' HIGH GARDEN WALL (SEPARATE PERMIT) 241 LF O SAW CUT EXISTING CURB HORIZONTALLY TO MATCH PROPOSED DRIVEWAY 23 LF �4 PROTECT IN PLACE EXIST. SPECIFIED ITEM 6 EA O CONSTRUCT DRAIN INLET PER DETAIL ON THIS SHEET 4 EA �6 CORE DRILL EXIST CURB FACE TO MATCH 4" PVC 1 EA CENTURY HOMES 1535 SO. D STREET, SUITE 200 SAN BERNADINO, CA 92408 TEL (909) 381-6007 FAX (909) 381-0041 EARTHWORK QUANTITIES STRIPPING SUBSIDENCE RAW EXCAVATION OVER EXCAVATION SHRINKAGE ® 15% BACK FILL IMPORT CU YDS CU YDS 120 CU YDS 0 CU YDS 20 CU YDS 280 CU YDS 180 CV YDS -J4 BAR AT TOP 6" MIN. CONC. BLOCK BAR AT MID-HGT. #4 BARS AT 32" O.C. 1---- 14 BAR CONTINUOUS GENERAL . NOTES 1. ANY GRADING PERFORMED TO ESTABLISH OR REESTABLISH THE BUILDING PAD ELEVATION SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND A SEPARATE PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 2. THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH FINE GRADING ACTIVITY RELATED TO ELEVATIONS SHOWN ON THIS PLAIN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF, A VALID BUILDING PERMIT HAS BEEN ISSUED BY THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT J. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. 4. THIS PLAN IS FOR ON -LOT CONSTRUCTION USE ONLY. ALL OFF -LOT CONSTRUCTION ACTIVITY, SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY, SHALL BE PERFORMED BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA OUINTA PUBLIC WORKS DEPARTMENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. 6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN. 7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD, THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF 6" AND THEN COMPACTED TO NINE7Y PERCENT (90%) RELATIVE DENSITY PER A. S. T. M. SPECIFICATIONS. 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR RENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION, REMOVAL AND REPLACEMENT SHALL BE PERFORMED BY AN APPROPRIATELY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 9. ALL STREET, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD AND DEBRIS DEPOSITS RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUC77ON OCCURRING ON THE LOTS SHOWN ON THIS PLAN. CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CITY ENGINEER. 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. 11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1ST TO APRIL 30TH MONDAY -FRIDAY 7:00 A.M. TO 5:30 P.M. SA7URDAY 8:00 A.M. TO 5:00 P.M. MAY IST TO SEPTEMBER 30TH MONDAY -FRIDAY 6:00 A.M. TO 7:00 P.M. SATURDAY 8:00 A.M. TO 5:00 P.M. WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS. PRIVATE ENGINEER'S NOTES .TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS AND STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY' THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. TOP OF GRATE 12" GRATE NDS 1212 bi AA1L EL. PER EQAPPROVED UAL) W/NDS 1 23HUB Zv T NOTE.' THE PERIMETER WALLS SHALL BE CONSTRUCTED TO MATCH THE EXIST. AS REQUIRED 18„ TOPAZ DEVELOPMENT PERIMETER NDS ADAPTER TER OR APPROVED 4" PWC PER PLAN WALLS (I.E., STUCCO, ETC.) EQUAL INV. PER PLAN CAP IF END OF LINE __j/ GARDEN WALL DETAIL DRAIN INLET 2 TYPICAL - NO SCALE TYPICAL - NO SCALE SEAL cmr SEAL APPROVED BY DATE QRo>:Ess/�q TEL(760)360-4200 S 3AY G�� F �j FAX(760)360-4204 �, R.C.E. No. EXP. DATE Coachella Valley Engineers * NO.0039D * PREPARED UNDER THE DATE 77-899 Wolf Road, Suite 102, Palm Desert, CA 92211 ,r Exp 1231-01 DIRECT SUPERVISION OF: 9lF CI V I ` 0�\ SCALE: 1'-10, BENCHMARK: AS SHOWN ABOVE pF CN\- JENNES JAY GUNTHER PATE: R.C.E. No. C039583 EXP. DATE: 12/31 /01 FEB.00 IN THE CITY OF LA QUINTA, CALIFORNIA GRADING PLAN LOT 6 TRACT NO. 25397 A PORTION OF SEC. 13, T.6S., R.7E., S.B.M. CENTURY HOMES I JOB No. 99225 a V � SHEET No. OF SHTS. FILE No. AERO ENERGY TITLE 24 CALCULATIONS 12711 NEWPORT AVE., SUITE G TUSTIN, CA. 92780 (714) 505 -42 07 DATE: 5-10-00 OWNER: CENTURY VINTAGE HOMES 1535 SOUTH D STREET SAN BERNARDINO, CA. 92408 909-381-6007 DESIGNER: BENJAMIN AGUILAR & ASSOCIATES '10800 HOLE AVE., SUITE #15 RIVERSIDE, CA. 92.506 909-359-6066 PROJECT: PGA WEST LOT #6 MAIN HOUSE (GLAZING & SQ. FT. REVISIONS) GUEST HOUSE (NO REVISIONS) STATEMENT OF COMPLIANCE The energy conservation standards for new residential buildings as set forth in Title 24, Part 2, Chapter 2-53; and* Title 20, Chapter 2, Subchapter 4, Article 1, of the California Administrative Code, have been reviewed. This design conforms to all requirements as they apply in Zone 15' using MICROPAS 5, VERSION 5.10, A California Energy Commission approved computer performance method program. PREPARED BY: a6z��S, o O ERRY M. $TATUM 4 ** SUMMARY SHEET ** Proiect: PGA West Zone: 15 Lot #6, Main House Wall Insulation: R-13 in 2x4 Exterior Walls R-19 in 2x6 or Greater Exterior Walls Ceiling Insulation: R-38 Raised Floor Insulation: None Slab Edge Insulation: None ` Glazing Type: All glass is DUAL pane in New Construction Shading Devices: Interior white opaque roller shades on all glass, except the following: Entry Door & Side Lites / Formal Dining, Formal Living, Master Bedroom Sliding Glass Doors. Hard Surface Flooring: Total Sq. Ft. = 1373.0 Foyer: 206.0 Powder: 30.0 Kitchen: 120.0 Morning Room: 222.0 Great Rm.: 391.0 Bar: 28.0 Service: 81.0 Hall: 140.0 Minimum Furnace AFUE: 80% AFUE Minimum Heating Capacity: House = 91,157 Btu/Hr Minimum A/C SEER: 12.0 SEER A/C Tonnage: 10.5 Tons @ 79,705 Sensible Btu/Hr Duct Insulation: Minimum R-4.2 insulation is required on new ducts in_unconditioned spaces. a SUMMARY SHEET "* Project: PGA West Zone: .1-5— Lot 15Lot #6 A , .Guest House Wall Insulation: R-13 in 2x4 Exterior Walls R-19 in 2x6 or Greater Exterior Walls Ceiling Insulation: R-30 Raised Floor Insulation: None Slab Edge Insulation: None Glazing Type: All glass is DUAL pane. Shading Devices: No shading devices required. .Hard Surface Flooring: None Required Minimum Furnace AFUE: 80.0 % A.F.U.E. Minimum Heating Capacity: House = 17,562 Btu/Hr Minimum A/C SEER: " 10.0 A/C Tonnage: ,House =;2.0 @ 15,499 Sensible Btu/Hr f Duct Insulation: Minimum R-4.2 insulation is required on .new ducts in unconditioned spaces , EQUIPMENT SCHEDULE PROJECT: PGA WEST LOT #6 LA QUINTA, CA. BUILDER: CENTURY VINTAGE HOMES 1535 SOUTH D STREET SAN BERNARDINO, CA. 909-381-6007 H.V.A.C. MAIN HOUSE HEATING: BRYANT CO. FURNACE#373LAV060115 HEATING: BRYANT CO. FURNACE #373LAV036070 HEATING: BRYANT CO. FURNACE #383YAV036045 COOLING: BRYANT CO. COND. #563C060 COOLING: BRYANT CO. COND. #563C036 COOLING: BRYANT CO.-COND. #563C030 GUEST HOUSE HEATING: BRYANT CO. FURNACE #383KAV024045 ,COOLING: BRYANT CO.'COND. #561CO24 t CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... PGA WEST -LOT #6 -MAIN RES. Date:..05/10/00 09:33:31 Project Address........ LOT 46 - PGA WEST ******* LA QUINTA, CA. *v5.10* Documentation Author... Terry Statum ******* Building Permit Aero Energy 12711 Newport Ave, Suite G Plan Check Date Tustin, CA 92780 714-505-4207 Field Check/ Date Climate Zone........... 15 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-PGA6MAIN Wth-CTZ15S92 Program -FORM CF -1R User#-MP1751 User -Aero Energy Run -CENTURY VINTAGE HOMES GENERAL INFORMATION Conditioned Floor Area..... Building Type.............. Construction Type ......... Building Front Orientation. Number of Dwelling Uni'ts... Number of Stories.......... Floor Construction Type..... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 3869 sf Single Family Detached New Front Facing 270 deg (W) 1 1 Slab On Grade 23.7 % of floor area 0.73 Btu/hr-sf-F 0.7 10 ft FENESTRATION Over - BUILDING SHELL INSULATION Area Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall n/a R-19 R-n/a R-19 0.065 Front 2x6 Wall Standard Yes Door Front (W) 48.0 Left 2x6 Wall 0.700 RollerShade Standard Yes Window Front Back 2x6 Wall 18.0 0.750 0.730 RollerShade Standard Yes Right 2x6 Wall Wall n/a R-13 R-n/a R-13 0.088 Gar. 2x4 Wall Roof n/a R-38 R-n/a R-38 0.025 Vented'Attic Door n/a R-0 R-n/a R-0 0.330 Garace Door 0.750 0.730 Standard Standard Yes Door Right Door S1abEdge None R-0 R-0 Standard F2=0.760 To Outside SlabEdge None R-0 R-0 0.750 F2=0.510 To Garage FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (W) 30.0 0.750 0.730 RollerShade Standard Yes Door Front (W) 48.0 0.750 0.700 RollerShade Standard Yes Window Front (W) 18.0 0.750 0.730 RollerShade Standard Yes Door Front (W) 48.0 0.750 0.700 RollerShade Standard Yes Window Front (W) 4.0 0.750 0.700 RollerShade Standard Yes Window Front (W) 12.0 0.750 0.730 Standard Standard Yes Door Front (W) 28.0 0.550 0.650 Standard Standard Yes Window Front (W) 12.5 0.750 0.700 RollerShade Standard Yes Window Front (W) 4.0 0.750 0.730 RollerShade Standard Yes Window Left (N) 30.0 0.750 0.700 RollerShade Standard Yes 0 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2, CF -1R Project Title.......... PGA WEST -LOT #6 -MAIN RES. Date..05/10/00 09:33:31 MICROPAS5 v5.10 File-PGA6MAIN Wth-CTZ15S92 Program -FORM CF -1R User#-MP1751 User -Aero Energy Run -CENTURY VINTA3E HOMES FENESTRATION Type S1abOnGrade S1abonGrade Equipment Type Gas AirCond Exposed Yes No THERMAL MASS Area Thickness (sf) (in) 1373 3.5 2496 3.5 Over - 2 .60 50 R- n/a Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Left (N) 15.0 0.750 0.700 RollerShade Standard Yes Window Left (N) 40.0 0.750 0.700 RollerShade Standard Yes Window Left (N) 30.0 0.750 0.700 RollerShade Standard Yes Window Back (E) 24.0 0.750 0.700 RollerShade Standard Yes Door Back (E) 48.0 0.750 0.700 Standard Standard Yes Window Back (E) 42.0 0.750 0.700 RollerShade Standard Yes Door Back (E) 64.0 0.750 0.700 Standard Standard Yes Window Back (E) 4.0 0.750 0.700 RollerShade Standard Yes Window Back (E) 25.0 0.750 0.700 RollerShade Standard Yes Window Back (E) 36.0 0.750 0.700 RollerShade Standard Yes Door Back (E) 48.0 0.750 0.700 Standard Standard Yes Window Back (E) 12.5 0.750 '0.700 RollerShade Standard Yes Window Right (S) 17.5 0.750 0.730 RollerShade Standard Yes Window Right (S) 12.0 0.750 0.730 RollerShade Standard Yes Window Right (S) 50.0 0.750 0.700 RollerShade Standard Yes Window Right (S) 60.0 0.750 0.700 RollerShade Standard Yes Door Right (S) 24.0 0.550 0.650 RollerShade Standard Yes Window Right (S) 10.0 0.750 0.730 RollerShade Standard Yes Window Right'(S) 35.0 0.750 0.700 RollerShade Standard Yes Door Right (S) 24.0 0.550 0.650 RollerShade Standard Yes Window Right (S) 30.0 .0.750 0.700 RollerShade Standard Yes Window Right (S) .30.0 0.750 0.700 RollerShade Standard Yes Type S1abOnGrade S1abonGrade Equipment Type Gas AirCond Exposed Yes No THERMAL MASS Area Thickness (sf) (in) 1373 3.5 2496 3.5 HVAC SYSTEMS Location/Comments Exposed Concrete Slab Covered Concrete Slab Minimum Duct Duct Tested Duct ACCA Thermostat Efficiency Location' R -value Leakage Manual D Type 0.800 AFUE Attic R-4.2 No No Setback 12.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Tank Type Heater Type' Distribution Type Storage Gas Standard Number Tank External in Energy Size Insulation System Factor. (gal) R -value 2 .60 50 R- n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page.3 CF -1R Project Title.......... PGA WEST -LOT #6 -MAIN RES. Date..05/10/00 09:33:31. MICROPAS5 v5.10 File-PGA6MAIN Wth-CTZ15S92 Program -FORM CF -1R User#-MP1751 User -Aero Energy Run -CENTURY VINTAGE HOMES 'SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the.plans,,*** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection.. *** This building incorporates a High Mass Design. REMARKS COMPLIANCE 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, 3pecial-Features Modeling Assumptions section. , DESIGNER or OWNER DOCUMENTATION AUTHOR , Name.... BENJAMIN AGUILAR Name..,.. Terry Statum- Company.,BENJAMIN AGUILAR & ASSOC. Company. Aero Energy Address. 10800 HOLE AVE., #17 Address.. 1271'1'Newport Ave, 'Suite G RIVERSIDE, CA. 93505 Tustin, CA 92780 Phone... 909-359-6066 Phone.-.. 714`-505-4207 , License. 1 4 Signed..` ate ENFORCEMENT AGENCY Signed.. ate Name.... Title... , Agency.. Phone... Signed.. ate S � ^ n CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... PGA WEST -LOT #6 GUEST Date...12 13 99 16.46.45 Project Address........ LOT #6 PGA WEST LA QUINTA, CA. *v5.00* Documentation Author... Terry Statum ******* Building Permit Aero Energy 12711 Newport Ave, Suite G Flan Check / Date Tustin, CA 92780 714-505-4207 ,field Check/ Date Climate Zone........... 15 --------------------- Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. ---------- =---------=------------ MICROPAS5 v5.00 File-PGA6GST Wth-CTZ15S92 Program -FORM CF -1R User#-MP1751 User -Aero Energy Run -CENTURY VINTAGE HOMES ------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... 538 sf Building Type .............. Single Family Detached Construction Type New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 13.6 % of floor -area Average Glazing U -value.... 0.75 Btu/hr-sf-F Average Glazing SHGC....... 0.7 Component Type ------------ Wall Wall Roof Door S1abEdge S1abEdge Orientation Frame Type n/ a n/ a n/ a n/a None None Window Front (W) Window Back (E) Window Back (E) Window Right (S) BUILDING SHELL INSULATION ------------------------- Cavity, Sheathing Total Assembly R -value R -value R -value U -value Location/Comments -------- R-19 -------- R-n/a -------------- R-19 0.065 ------------------------ Front 2x6 Wall, Left 2x6 Wall Back ?x6 Wall Right 2x6 Wall R-13 R-n/a R-13 0.088 Gar: ;x4 Wall R-30 R-n/a R-30 0.031 Vented Attic R-0 R-n/a R-0 0.330 Front Door Garage Door R-0 9-0 F2=0.760 To Outside R70 R-0 F2=0.510 To Garage FENESTRATION ------------ Over- Area U- Interior Exterior hang/ (sf) Value SHGC Shading Shading Fins ----- ----- 4.0 ------ ------ 0.750 --------------- 0.730 Standard -------------- Standard Yes 30.0 0.750 0.700 Standard Standard Yes 35.0 0.750 0.700 Standard Standard Yes 4.0 0.750 0.700 Standard Standard Yes 1 1 • y t CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.....:'..... PGA WEST -LOT #6.- GUEST Date..12 13 99 16.46.45 MICROPAS5 v5.00 File-PGA6GST Wth-CTZ15S92Program- - Program-FORMCF-1R User#-MP1751 User -Aero Energy Run -CENTURY VINTAGE HOMES --------------------------------------------------------------- - SLAB SURFACES ------------- Area Slab Type .-(sf) --------------- -- ,. Standard Slab 538 f HVAC SYSTEMS ------------ Minimum Duct Duct Tested Duct ACCA Thermostat Equipment,Type Efficiency Location R -value Leakage Manual D Type ------------------------------------------------------------------------ Gas 0-.800 AFUE Attic R-4.2 No No Setback AirCond 10.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS --------------------- ' Number- Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- -------------_------ - Storage Gas Standard 1 .60 40 R- n/a REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... PGA WEST -LOT #6 - GUEST Date..12/13/99 16:46:45 MICROPAS5 v5.00 File-PGA6GST Wth-CTZ15S92 Program -FORM -CF-1R---------I User#-MP1751 User -Aero Energy Run -CENTURY VINTAGE HOMES -- COMPLIANCE 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 Modeling Assumptions section. DESIGNER or OWNER Name.... BENJAMIN AGUILAR Company. BENJAMIN AGUILAR. & ASSOC. Address. 10800 HOLE AVE., #17 RIVERSIDE, CA. 93505 Phone... 909-359-6066 License. Signed.. (date) ENFORCEMENT AGENCY Name.., Title... Agency.. Phone... Signed.. (date) DOCUMENTATION'AUTHOR Name.... Terry Statum Company. Aero Energy Address. 12711 Newport Ave, Suite G Tustin, CA 92780 . Phone... 714-505-4207 Signed. - 121") C,cj (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page I of 2) MF—IR 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 on the Certificate of Compliance. When this checklist is incorporated into the permit documents. the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: • §150(6,): Minimum R-19 ceiling insulation. §ISO(b): Loose fill insulation manufacturer's labeled R -Value. • §ISO(e): Minimum R-13 wall insulation in wood famed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). • §I50(d): Minimum R-13 raised floor insulation in famed floors. 1150(1): Slab edge insulation -water absorption nue no greater than 0.30/6, water vapor transmission rate �rA no greater than 2.0 perm/inch. §118: Insulation specified or installed meets insulation quality standards. Indicate type and form. §116-17: Fenestration Products, Exterior Doors. and infiltratiot/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. i 2. Fenestration products (except field-fabricated)have label with certified U -value. certified Solar Heat Gain Coefficient (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 § 151 meets Commission quality standards. N ! § 150(e): Installation of Fireplaces. Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilot lights allowed Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: 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 ACCA. § 1500): Setback thermostat on all applicable heating and/or cooling systems. §150(1): Pipe and tank insulation i 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank. non -recirculating systems. insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks. or other indirect hot water tanks have R-12 Y� external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55' F insulated. 6. Piping insulated between heating source and indirect hot water tank. July 1. 1999 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF -1R Note: ,Lowrise residential buildings subject to the Standards must contain these measures regardless of he compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requiremeats listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents. the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are st-own elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMEIN Space Conditioning, Water Heating and Plumbing System Measures: (continued) • § I s0(m): Ducts and Fans 1. All duan and plenums constructed. installed. insulated. fastened. and sealed to comply with the ICBO 1997 UMC sections 601 and 603. duan insulated to a minimum installed R-42 or duan enclosed entirely within conditioned space. Openings shall be sealed with mastic. tam aerosol sealant or other duct closure system that meets the applicable requirement of UL181. UL18IA. or. ULISIB and other applicable specified tests for longevity given in §ISO(m).. 2. Exhaust fan system have back draft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible. manually operated dampers. §114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal elfictocy. on,off switch, weatherproof operating instructions. no electric resistance heating and no pilot light 2. System is installed with: / a. At least 36" of pipe between filter and heater for future solar heating. V b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. §115: Gas fired central fiumaces. pool heaters, spa heaters or household cooking appliances have no continuously buming pilot IighL (Exception: Non -electrical cooking appliances with pilot < 130 Btu/hr) v Lighting Measures: §150(k)1.: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 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. I50(k)2.: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an etTcacy of 40 lumens/watt or greater switched at the entrance to the room or one of the altematives to this requirement allowed in §150(k)2.. and recessed ceiling fixtures are IC (insulation cover) approved. J 1. COMPUTER METHOD SUMMARY Page 1 C -2R Project Title........,.. PGA WEST -LOT #6 -MAIN RES. Date�..05/10/00 09:33:31 Project Address......... LOT #6 -'PGA WEST ******* LA QUINTA, CA. *v5.10* Documentation Author... Terry Statum ******* Building Permit Aero Energy 12711-Newport,Ave, Suite G Plan Check Date Tustin, CA 92780 ' 714-505-4207 Field Check/ Date Climate Zone..15 Compliance Method**"-* MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-PGA6MAIN Wth-CTZ15S92 Program -FORM C -2R User#.-MP1751 User -Aero Energy Run -CENTURY VINTA;3E HOMES MICROPASS ENERGY USE SUMMARY Building Type .............. Energy Use Standard. Proposed -Compliance (kBtu/sf-yr) Design Design Margin Space Heating ... ..... 4.44 3.65 0.79 Space Cooling....'...... 41.05 41.00 0.05• Water Heating......... 7.36 •8.13 -0.77 Total* 52.85 52.78 0.07 -•*** Building -complies with Computer Performance•*** • GENERAL INFORMATION Conditioned Floor Area...... 3869 sf j Building Type .............. Single Family Detached Construction Type ..... New Building Front Orientation. Front Facing 270 deg (W) :Number of Dwelling Units... 1 Number of Building Stories. 1 '. Weather Data Type.......... FullYear Floor Construction Type...'.' Slab On Grade Number of Building Zones... 1 Conditioned Volume......... 38690 cf Slab -On -Grade Area......... 3869 sf Glazing Percentage......... 23.7 %•`of floor area Average Glazing U -value.... 0.73 Btu/hr-sf-F Zone Type ` HOUSE ` Residence Average Glazing SHGC....... 0-.7 Average Ceiling Height..... 10 ft. BUILDING ZONE INFORMATION Floor # of Vent Vent Area Volume Dwell Cond- Thermostat Height Area .(sf) (cf) Units itioned Type (ft) (sf) 3869 38690 1.00 Yes Setback 2.0 Standard Air ' ' Leakage' - Credit No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... PGA WEST -LOT #6 -MAIN RES. Date..05/10/00 09:33:31 MICROPASS v5.10 File-PGA6MAIN Wth-CTZ15S92 Program -FORM C -2R User#-MP1751 User -Aero Energy Run -CENTURY VINTAGE HOMES OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 479 0.065 19 270 90 Yes None .Front 2x6 Wall 2 Wall 229. 0.088 13 270 90 No None Gar. 2x4 Wall 3 Wall 995 0.065 19 0 90 Yes None Left 2x6 Wall 4 Wall 50 0.088 13 0 90 No None Gar. 2x4 Wall 5 Wall 638 0.065 19 90 90 Yes None Back 2x6 Wall 6 Wall 588 0.065 19 180 90 Yes None Right 2x6 Wall 7 Wall 20 0.088 13 180 90 No None Gar. 2x4 Wall 8 Roof 3869 0.025 38 n/a 0 Yes None Vented Attic 9 Door 21 0.330 0 270 90 No None Garage Door 10 Door 20 0.330 0 180 90 Yes None Right Door PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 11 SlabEdge 383 0.760 R-0 No To Outside 12 SlabEdge 35 0.510 R-0 No To Garage FENESTRATION SURFACES Area U- Act Exterior made Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (W) 30.0 0.750 0.730 270 90 Standard/0.76 RollerSha/0.47 2 Door Front (W) 48.0 0.750 0.700 270 90 Standard/0.76 RollerSha/0.47 3 Window Front (W) 18.0 0.750 0.730 270 90 Standard/0.76 RollerSha/-0.47 4 Door Front (W) 48.0 0.750 0.700 270 90 Standard/0.76 RollerSha/0.47 5 Window Front (W) 4.0 0.750 0.700 270 90 Standard/0.76 RollerSha/0.47 6 Window Front (W) 12.0 0.750 0.730 270 90 Standard/0.76 Standard/0.68 7 Door Front (W) 28.0 0.550 0.650 270 90 Standard/0.76 Standard/0.68 8 Window Front (W) 12.5 0.750 0.700 270 90 Standard/0.76 RollerSha/0.47 9 Window Front (W) 4.0 0.750 0.730 270 -90 Standard/0.76 RollerSha/0.47 10 Window Left (N) 30.0 0.750 0.700 0 90 Standard/0.76 RollerSha/0.47 11 Window Left (N) 15.0 0.750 0.700 0 90 Standard/0.76 RollerSha/0.47 12 Window Left (N) 40.0 0.750 0.700 0 90 Standard/0.76 RollerSha/0.47 13 Window Left (N) 30.0 0.750 0.700 0 90 Standard/0.76 RollerSha/0.47 14 Window Back (E) 24.0 0.750 0.700 90 90 Standard/0.76 RollerSha/0.47 15 Door Back (E) 48.0 0.750 0.700 90 90 Standard/0.76 Standard/0.68 16 Window Back (E) '42.0 0.750 0.700 90 90 Standard/0.76 RollerSha/0.47 17 Door Back (E) 64.0 0.750 0.700 90 90 Standard/0.76 Standard/0.68 18 Window Back (E) 4.0 0.750 0.700 90 90 Standard/0.76 RollerSha/0.47 19 Window Back (E) 25.0 0.750 0.700 90 90 Standard/0.76 RollerSha/0.47 20 Window Back (E) 36.0 0.750 0.700 90 90 Standard/0.76 RollerSha/0.47 21 Door Back (E) 48.0 0.750 0.700 90 90 Standard/0.76 Standard/0.68 22 Window Back (E) 12.5 0.750 0.700 90 90 Standard/0.76 RollerSha/0.47 23 Window Right (S) 17.5 0.750 0.730 180 90 Standard/0.76 RollerSha/0.47 24 Window Right (S) 12.0 0.750 0.730 180 90 Standard/0.76 RollerSha/0.47 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... PGA WEST -LOT #6 -MAIN RES. Date..05/10/00 09:33:31 MICROPAS5 v5.10 File-PGA6MAIN Wth-CTZ15S92 Program -FORM C -2R User#-MP1751 User -Aero Energy Run -CENTURY VINTAGE HOMES FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 25 Window Right (S) 50.0 0.750 0.700 180 90 Standard/0.76 RollerSha/0.47 26 Window Right (S) 60.0 0.750 0.700 180 90 Standard/0.76 RollerSha/0.47 27 Door Right (S) 24.0 0.550 0.650 180 90 Standard/0.76 RollerSha/0.47 28 Window Right (S) 10.0 0.750 0.730 180 90 Standard/0.76 RollerSha/0.47 29 Window Right (S) 35.0 0.750 0.700 180 90 Standard/0.76 RollerSha/0.47 30 Door Right (S) 24.0 0.550 0.650 180 90 Standard/0.76 RollerSha/0.47 31 Window Right (S) 30.0 0.750 0.700 180 90 Standard/0.76 RollerSha/0.47 32 Window Right (S) 30.0 0.750 0.700 180 90 Standard/0.76 RollerSha/0.47 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 30.0 n/a 6.0 4.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Door 48.0 n/a 8.0 4.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 18.0 n/a 6.0 1.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Door 48.0 n/a 8.0 1.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 4.0 n/a 2.0 1.0 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 12.0 n/a 6.0 9.0 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 7 Door 28.0 n/a 8.0 7.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 12.5 n/a 5.0 5.0 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 4.0 n/a 2.0 1.0 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 30.0 n/a 5.0 0.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 15.0 n/a 5.0 0.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 40.0 n/a 5.0 0.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 30.0 n/a 5.0 0.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 24.0 n/a 6.0 0.5 2.5 n/a• n/a n/a n/a n/a n/a n/a n/a 15 Door 48.0 n/a 8.0 0.5 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 42.0 n/a 6.0 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Door 64.0 n/a 8.0 10.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 4.0 n/a 2.0 0.5 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 25.0 n/a 5.0 0.5 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 36.0 n/a 6.0 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 21 Door 48.0 n/a 8.0 10.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 12.5 n/a 5.0 5.0 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 17.5 n/a 5.0 8.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 12.0 n/a 2.0 0.5 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 50.0 n/a 5.0 0.5 3.5 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 60.0 n/a 6.0 5.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 27 Door 24.0 n/a 8.0 5.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 28 Window 10.0 n/a 5.0 1.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 29 Window 35.0 n/a 5.0 0.5 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 30 Door 24.0 n/a 8.0 5.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 31 Window 30.0 n/a 5.0 4.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 32 Window 30.0 n/a 5.0 0.5 2.5 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY PGge 4 C -2R Project Title.......... PGA WEST -LOT #6 -MAIN RES. Date..05/10/00 09:33:31 MICROPAS5 v5.10 File-PGA6MAIN Wth-CTZ15S92 Program -FORM C -2R User#-MP1751 User -Aero Energy Run -CENTURY VINTRGE HOMES Mass Type HOUSE 1 SlabOnGrade 2 SlabOnGrade Svst-em Tvne HOUSE THERMAL MASS Area Thick Heat Conduct- Surface (sf) (in), Cap ivity UIMC R -value Location/Comments 1373 3.5' 28.0 0.98 4.60 *R-0.0 Exposed Concrete Slab 2496 3.5 28.0 0.98 1.80 R-2.0 Covered Concrete Slab HVAC SYSTEMS Minimum Duct Duct Tested -Duct ACOA Duct Efficiency Location R. -value Leakage _Manual .D Ef f Gas 0.800 AFUE Attic R-4.2 No No 0'.743, AirCond 12.00 SEER Attic R-4.2 -No No 0.596 WATER HEATING SYSTEMS Number Tank. External • in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 2 .60 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** .***,verified during plan check and field inspection. *** This building incorporates, a High Mass Design. REMARKS i 1 a HVAC SIZING Page l HVAC Project Title.......... PGA WEST -LOT #6 -MAIN -RES. Date..05/10/00 09:33:31 ******* Project Address........ LOT #6 - PGA WEST LA QUINTA, CA. *v5.10* Documentation Author... Terry Statum ******* Aero Energy _ 12711 Newport Ave, Suite G Tustin, CA 92780 714-505-4207 15 Climate Zone........... Compliance Method...... MICROPAS5 v5.10 for.1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-PGA6MAIN Wth-CTZ15S92 Program -HVAC SIZING User#-MP1751 User -Aero Energy Run -CENTURY VINTAGE HOMES GENERAL INFORMATION Floor Area ................. Volume ............ ........ Front Orientation.......... Sizing Location. .......... Latitude .................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range. ...... ..... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 3869 sf 38690 cf Front Facing LA QUINTA 33.7 degrees 32 F 70 F 112 F 78 F 34 F No No Yes 0.30 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration..; .................. Internal Gain .................... Ducts ............................ Sensible Load..... ................ 270 deg (W) Heating Ccoling (Btuh) (Etuh) 23598 11861 25514 22828 n/a 25358 14635 .9862 n/a 2550 6375 7246 70121 79705 Latent Load ...................... n/a 23911 Minimum Total Load 70121 103616 Note: The loads shown are only one of the Mteria affecting of HVAC equipment. Other relevant design factors such requirements, outside air, outdoor design temperatures, availability of equipment, oversizing safety margin, etc., considered. It is the HVAC designer's responsibility to factors when selecting the HVAC equipment. the selection as air flow coil sizing, must also be consider all COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... PGA WEST -LOT #6 - GUEST Date..12/13/99 16:46:45 Project Address........ LOT #6 - PGA WEST ******* --------------------- LA QUINTA, CA. *v5.00* Documentation Author:.. Terry Statum ******* Building Permit Aero Energy 12711 Newport Ave, Suite G Plan Check / Date Tustin, CA 92780 714-505-4207 Field Check/ Date Climate Zone. ..... 15 --------------------- Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. --------=---------------------------------------------------------------------- MICROPAS5 v5.00 File-PGA6GST Wth-CTZ15S92 Program -FORM C -2R User#-MP1751 User -Aero Energy Run -CENTURY VINTAGE HOMES ------------------------------------------------------------------------------- = MICROPAS5 ENERGY USE SUMMARY = ---------------------------- = Energy Use Standard Proposed Compliance = _ (.kBtu/sf-yr) ----------------------- Design ---------- Design ------- Margin = - - = Space Heating.......... 6.59 6.36 0.23 _ - Space Cooling.......... 69.67 73.21 -3.54 = - Water Heating.......... 35.28 29.70 5.58 = = Total 111.54 109.27 2.27 _ *** Building complies with Computer Performance *** GENERAL INFORMATION ------------------- Conditioned.Floor Area..... 538 sf Building Type .............. Single Family Detached Construction Type New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... FullYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 1 4842 cf 538 sf 13.6 % of floor araa 0.75 Btu/hr-sf-F 0.7 9 ft COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... PGA WEST -LOT #6 - GUEST Date!..12/13/99 16:46:45 MICROPAS5 v5.00 File-PGA6GST Wth-CTZ15S92 Program -FORM C -2R User#-MP1751 User -Aero Energy Run -CENTURY VINTAGE HOMES. BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) ,Credit HOUSE Azm Reference Comments HOUSE Residence 538 4842 1.00 Yes Setback 2.a Standard, No OPAQUE SURFACES FENESTRATION'SURFACES Area U- Insul Act Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt.Gains SHGC Azm Reference Comments HOUSE ` 1 Wall 50 0.065 19 270 90 Yes None Front 2x6 Wall 2 Wall 169 0.088'13 (E) -270 90 No None Gar. 2x4 Wall 3 Wall 351 0.065 19. 0 90 Yes None Left 2x6 Wall 4 Wall 178 0.065 19 90 90 Yes None Back 2x6 Wall 5 Wall 311 0.065 19 180 90 Yes None Right 2x6'Wall .6 Wall 36 0.088 13 180 90 No None Gar. 2x4 Wall 7 Roof 538 0.031 30 n/a 0 Yes None Vented Attic 8 Door 24 0.330 0 270 90 Yes None Front Door 9 Door 20 0.330 0 270 90 No None Garage Door PERIMETER LOSSES Length F2 --------------- Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 10 S1abEdge 107 0.760 R-0 No To Outside 11 SlabEdge 25 0.510 R-0 No To Garage FENESTRATION'SURFACES Area U- Act Exterior'Sthade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type%SHGC HOUSE 1 Window Front (W) 4.0 0.750 0.730 270 90 Standard/0:76 Standard/0.68 2 Window `Back (E) 30.0 0.750 0.700 90 90 Standard/0.76 Standard/0.68'1-'- 3 Window Back (E) 35.0 0.750 0.700 90 90 Standard/ 0.76 Standard/0.68_• 4 Window Right (S) 4.0 0.750 0.700 180 90 Standard/0.76 Standard/0.68 h ' COMPUTER'METHOD SUMMARY Page 3 C -2R Project Title.......... PGA WEST -LOT #6 - GUEST Date..12/13/99 16.46.45 MICROPAS5 v5.00 File-PGA6GST Wth-CTZ15S92 Program -FORM C -2R User#-MP1751 User -Aero Energy Run-CENTURY.VINTAGE HOMES ------------------------------------------------------------------------ OVERHANGS AND SIDE'FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- WATER HEATING SYSTEMS Number . Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard �1 .60 40 R- n/a REMARKS Area HVAC SYSTEMS a ' Left Rght ------------ Duct Duct Tested Duct ACCA Duct - System Type ---------------- Efficiency ------------ Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext. Dpth Hght Ext Dpth Hght HOUSE No No 0.743 AirCond 10.00 SEER Attic R-4.2 No No 0.596 ` 1 Window 4.0 n/a 2.0 1.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window -30.0 n/a 5.0 14.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 35.0 n/a 5.0 0.5 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 4.0 n/a 2.0 0.5 2.0 n/a n/a n/a n/a n/a n/a n/a n/a i------------- SLAB SURFACES , -----------Area Area Slab Type (sf) HOUSE Standard Slab 538 ' WATER HEATING SYSTEMS Number . Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard �1 .60 40 R- n/a REMARKS HVAC SYSTEMS a ' Minimum ------------ Duct Duct Tested Duct ACCA Duct - System Type ---------------- Efficiency ------------ Location ------------- R -value ------- Leakage Manual D ---------- Eff HOUSE Gas . 0.800 AFUE Attic R-4.2 No No 0.743 AirCond 10.00 SEER Attic R-4.2 No No 0.596 WATER HEATING SYSTEMS Number . Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard �1 .60 40 R- n/a REMARKS HVAC SIZING Page 1 HVAC ------------------------------------------------------ Project Title.......... PGA WEST -LOT #6 - GUEST Date..12/13/99 16:46:45 Project Address.. ... LOT #6 - PGA WEST ******* --------------------- LA QUINTA, CA. *v5.00* Documentation Author... Terry Statum ******* Building Permit Aero Energy 12711 Newport Ave, Suite G Plan Check'/.Date Tustin, CA 92780 714-505-4207 Field Check/ Date Climate'Zone........... 15 --------------------- Compliance Method...... MICROPASS v5.00 for 1999 Standards by Enercomp, Inc. MICROPASS v5.00 File-PGA6GST Wth-CTZ15S92 Program -HVAC SIZING User#-MP1751 User -Aero Energy Run -CENTURY VINTA_3E HOMES ----------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 538 sf Volume.. ............ 4842 cf Front Orientation.......... Front Facing 270 deg (W) Sizing Location............ LA QUINTA Latitude... .... ....... 33.7 degrees Winter Outside Design...... 32 F Winter Inside Design....... 70 F Summer Outside Design...... 112 F Summer Inside Design....... 78 F Summer Range..... ..... 34 F Interior Shading Used No Exterior Shading Used...:.. No Overhang Shading Used...... No Latent Load Fraction....... 0.30 HEATING AND COOLING LOAD SUMMARY. -------------------------------- Heating Cooling Description (Btuh) (Bttuh) Opaque Conduction and Solar...... 7644 3619 Glazing Conduction ............... 2081 1862 Glazing Solar .................... n/a 4322 Infiltration ..................... 2557 1692 Internal Gain .................... n/a 2550 Ducts....... 4 ..................... 1228 1404 Sensible Load .................... 13509 15449 Latent Load ...................... n/a 4635 Minimum Total Load 13509 20084 -$I 'X) = l -� 507 - Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Metal includes any field -fabricated product with metal cladding. Non-metal framed manufactured fenestration products with metal cladding must add 0.04 to the listed U -value. Non -Metal frame types can include metal fasteners, hardware, and door thresholds. Thermal break product design characteristics are: a., The material used as the thermal break must have a thermal conductivity of not more than 3.6 Btu- inch/hr/ft2/0F, b. The thermal break must produce a gap of not less than 0.210", and C. All metal members of the fenestration product exposed to interior and exterior air must incorporate a thermal break meeting the criteria in (a) and (b) above. In addition, the fenestration product must be clearly labeled by the manufacturer that it qualifies as a thermally broken product in accordance with this standard. 2For all dual glazed fenestration products, adjust the listed U -values as follows: a. Subtract 0.05 for spacers of 7/16" or wider. b. Subtract 0.05 for products certified by the manufacturer as low -E glazing. C. Add 0.05 for products with dividers between panes if spacer is less than 7/16" wide. e. Add 0.05 to any product with true divided lite (dividers through the panes). G-50 July 1, 1999 Residential Manual Table G-4: DEFAULT FENESTRATION PRODUCT U VALUES Single Pane Double Pane Frame Type' Product Type U -value U-value2 Metal Operable 1.28 0.87 Metal Fixed 1.19 0.72 Metal Greenhouse/Garden window 2.26 1.40 Metal Doors 1.25 0.85 Metal Skylight 1.72 0.94 Metal, Thermal Break Operable 0.71 . Metal, Thermal Break Fixed 0.60 Metal, Thermal Break Greenhouse/Garden window 1.12 Metal, Thermal Break Doors 0.64 Metal, Thermal Break Skylight 0.80 Non -Metal Operable 0.99 0.60 Non -Metal _ Fixed 1.04 0.57 Non -Metal Doors 0.99 0.55 Non -Metal 'Greenhouse/Garden windows 1.94 1.06 Non -Metal Skylight 1.47 0.68 Metal includes any field -fabricated product with metal cladding. Non-metal framed manufactured fenestration products with metal cladding must add 0.04 to the listed U -value. Non -Metal frame types can include metal fasteners, hardware, and door thresholds. Thermal break product design characteristics are: a., The material used as the thermal break must have a thermal conductivity of not more than 3.6 Btu- inch/hr/ft2/0F, b. The thermal break must produce a gap of not less than 0.210", and C. All metal members of the fenestration product exposed to interior and exterior air must incorporate a thermal break meeting the criteria in (a) and (b) above. In addition, the fenestration product must be clearly labeled by the manufacturer that it qualifies as a thermally broken product in accordance with this standard. 2For all dual glazed fenestration products, adjust the listed U -values as follows: a. Subtract 0.05 for spacers of 7/16" or wider. b. Subtract 0.05 for products certified by the manufacturer as low -E glazing. C. Add 0.05 for products with dividers between panes if spacer is less than 7/16" wide. e. Add 0.05 to any product with true divided lite (dividers through the panes). G-50 July 1, 1999 Residential Manual Table G-9: SHGC's FOR ALLOWED INTERIOR SHADING ATTACHMENTS Table G-8: DEFAULT SOLAR HEAT GAIN COEFFICIENT + SHGCon or Before Jan. 1, 2002 Total Window SHGC Standard 0.68 0.68 Single Double Frame Tyne Product Glazing Pane Pane Metal Operable Uncoated 0.80 .0.70 Metal Fixed Uncoated 0.83 0.73 Metal Operable Tinted 0.67 0.59 Metal- Fixed Tinted 0.68 0:60 " Metal, Thermal Break Operable Uncoated 0.72 0.63 Metal, Thermal Break Fixed Uncoated 0.78 0.69 Metal, Thermal Break Operable Tinted 0.60 0.53 Metal, Thermal Break Fixed Tinted 0.65 0.57 Non -Metal Operable Uncoated 0.74 0.65 Non -Metal Fixed Uncoated 0.76 0.67 Non -Metal Operable Tinted 0.60 0.53 Non -Metal Fixed Tinted 0.63 0.55 SHGC = Solar Heat Gain Coefficient Table G-9: SHGC's FOR ALLOWED INTERIOR SHADING ATTACHMENTS Interior Shading Attachment/Device SHGC SHGCon or Before Jan. 1, 2002 After Jan. 1, 2002 Standard 0.68 0.68 includes Draperies (all colors 8 weaves), None (for non -skylights), or Translucent Roller Shades (all colors) Standard values are also used for any interior shading device not otherwise listed in this table. Blinds 0.47 0.47 All Colors of Venetian Blinds, Miniblinds, or Vertical Blinds. OpRollShd 0.47 0.47 Opaque Roller Shades (All Colors) None_ 1.00 1.00 Only Allowed for Skylights. Also the default value for skylights when no other interior shading is specified. Shading devices between glazing lights for vertical windows or skylights may be modeled as an inteuor shading device or interior shading attachment of the same type. It • In the summer months, the mass material can be cooled down at night by natural ventilation.. During the daytime, the mass absorbs excess, heat and helps keep down indoor air temperatures. If glazing is well shaded to keep out direct sunlight, the mass can substantially reduce 'or eliminate completely the need for mechanical cooling. The standards specify thermal mass materials as including, but not limited to: • Hard -surfaced slab floors • Masonry walls and fireplaces • Gypsum board walls and ceilings in excess of 1/2 inch thickness The physical properties of thermal mass materials are listed in Table G-12. Table G-13 lists recommendations on when it is appropriate to take credit for a particular mass material. The intent of these guidelines is to prevent taking thermal mass credit for floor materials that are likely to be covered with carpeting at the time of building occupancy. Building officials should allow flexibility for building designs .that include radiant floor heating systems and/or that incorporate large areas of uncarpeted slabs in conjunction with south facing glazing as an integral component of deliberately designed passive solar structures. Title 24 The State Building Code, published in Title 24 of . the California Code of Regulations. The Energy Efficiency Standards are contained in Part 6. Part 1 includes the administrative requirements of the standards. Table G-14: Standard U -Values of Wood Frame Roofs and Ceilings Ceiling Framing Reference Insul. Spacing Name U- Value R-03 16" o.c. R.0:2X6.16 0.298 R-03 24" o.c. R.0.2X4.244 0.306 R-113 16" o.c. R.11.2X6.16 0.077 R-113 24" o.c. R.11.2X4.24 0.077 R-133 16" o.c. R.13.2X6.16 0.069 R-133 24" o.c. ' R.13.2X4.24 0.069 R-19 16" o.c. R.19.2X8.16 0.051 R-19 24" o.c. R.19.2X4.24 0.047 R-22 16" o.c. R.22.2X10.16 0:045 R-22 24" o.c. R.22.2X4.24 ' 0.041 R-30 16" o.c. R.30.2X10.16 0.036 R-30 16" o.c. R.30.2X12.16 0.034 R-30 24" o.c. R.30.2X4.24 0.031 R-38 16" o.c. R.38.2X12.16 ' 0.030 R-38 16" o.c. R:38.2X14.16 . 0.028 R-38 24" o.c. R.36.2X4.24 0.024 R-49 16" o.c. R.49.2X4.16 0.019 R-49, 24" o.c. R.49.2X4.24 0.019 1. Based on ASHRAE Parallel Heat Flow Calculation, 1993 ASHRAE Handbook of Fundamentals. 2. The names given to the standard assemblies used to calculate these U -values in Appendix H. 3. Does not meet the minimum level required as a mandatory measure (see Chapter 2, Part 2.2). 4. Roof/ceiling assemblies whose reference names list 2X4 framing include an attic space. U -value The U -value is the "overall coefficient of thermal transmittance of a construction assembly, in Btu/(hr x ft2 x °F), including air film resistances at both surfaces." [EES, Section 101 ] The standard U -values listed in Tables G-12 through G-15 must be used for wood frame assemblies unless a Form 3R is completed as explained under R -value. Appendix H contains completed Form 3Rs for each standard *-Appendix G - Glossary July 1, 1999 G-43 A assembly. If insulation level and framing material are known, but no other information is available on the assembly, use the worst case (highest) standard U -value for the insulation level. For wall and roof/ceiling assemblies, this corresponds to framing at 16 inch o.c. Table G-15: Standard U -Values of Wood Frame Walls' Wall Framing * Deference Insul. Spacing Name U_ Value R-03 16" o.c. W.0.2X4.16 0.385 R-03 24" o.c. W.0.2X4.24 0.393 R-73 16" o.c. W.7.2X4.16 0.130 R-7 24" o.c. W.7.2X4.24 0.127 3 R-11 16" o.c. W.11.2X4.16 0.098 R-113 24" o.c. W.11.2X4.24 0.094 R-13 16" o.c. W.13.2X4.16 0.088 R-13 24" o.c. W.13.2X4.24 0.085 R-15 16" o.c. W.15.2X4.16 0.081 R-15 '24" o.c. W.15.2X4.24 0.077 R-19 16" o.c. W.19.2X6.16 0.065 R-19 24" o.c. ' W.19.2X6.24 0.063 R-21 16" o.c. W.21.2X6.16 0.059 R-21 24" o.c. W.21.2X6.24 0.056 R-25 16" o.c. W.25.2X6.16 0.046 R-29 16" o.c. W.29.2X4.16 0.035 Solid core wood D.O.SCW 0.330 door (no insulation) 1. Based on ASHRAE Parallel Heat Flow Calculation, 1993 ASHRAE Handbook of Fundamentals. 2. The names given to the standard assemblies used to calculate these U -values in Appendix H. 3. Does not meet the minimum level required as a -mandatory measure (see Chapter 2, Part 2.2). NOTE:. Table G-18 lists standard U -values;: for steel: frame walls. These.: values . must:.: be:: used.. in compliance calculation unless the:.0-value of'the. proposed steel frame. wall assembly is: determined using:. the:- methods: indicated 'in Appendix l: To determine if an assembly meets the minimum 'insulation levels required by the mandatory measures or the prescriptive packages, complete a Form 3R (for wood frame assemblies) and see if the proposed U -value is less than or equal to the standard U -value for that assembly type and insulation level as'listed in Tables G-14 through G-17. Match the standard U -values listed for framing spacing of 16" o.c. for walls and roofs/ceilings. ' Table G-16: Standard U -Values of Wood Frame Raised Floors' Floor Reference Insul. Condition Name U Value R-03 No C.S.4 FXO.2X6.16 0.241 R-03 With C.S.4 FC0.2X6.16 . 0.097 R-113 No C.S. FX1.1.2X6.16 0.071 R-113 With C.S. FC11.2X6.16 0.050 R-13 No C.S. FX13.2X6.16 0.064 R-13 With C.S. FC13.2X6.16 0.046 R-19 No C.S. FX19.2X8.16 0.049 R-19 With C.S. FC19.2X8.16 0.037 R-21 No C.S. FX21.2X8.16 0.045 R-21 With C.S. FC21.2X8.16 0.035 R-30 No C.S. FX30.2X10.16 0.034 R-30 With C.S. FC30.2X10.16 0.028 1'. Based on ASHRAE Parallel Heat Flow Calculation, 1993 ASHRAE Handbook of Fundamentals. 2. The names given to the standard assemblies used to calculate these U -values in Appendix H. 3. Does not meet the minimum level required as a mandatory measure (see Chapter, 2, Part 2.2). 4. No C.S. = No Crawl Space, With C.S. = With Crawl.Space G-44 July 1, 1999 Residential Manual L Table G_ -16: Standard U -Values of Wood Frame Raised Floors' Floor Reference Insul. Condition Name'---U,- ame U -Value Value Spacing R-03 No C.S.4 FXO.2X6.16 0.241 R-03 With C.S.4 FC0.2X6.16 0.097 R-113 No C.S. FX11.2X6.16 0.071 R-113 With C.S. FC11.2X6.16 0.050 R-13 No C.S. FX13.2X6.16 0.064 R-13 With C.S. FC13.2X6.16 0.046 R-19 No C.S. FX19.2X8.16 0.049 R-19 With C.S. FC19.2X8.16 0.037 R-21 No C.S. FX21.2X8.16 0.045 R-21 With C.S. FC21.2X8.16 0.035 R-30No C.S. FX30.2X10.16 0.034 R-30 With C.S. FC30.2X10.16 0.028 Reference 1. Based on ASHRAE Parallel Heat Flow Calculation, 1993 ASHRAE Handbook of Fundamentals. U - 2. The names given to the standard assemblies used to calculate these U -values in Appendix H. 3. Does not meet the minimum level required as a mandatory measure (see Chapter 2, Part 2.2). R-22 4. No C.S. = No Crawl Space, With C.S. = With Crawl Space 0.044 Table G-17: Standard U -Values of.Wood Foam Panel Roofs/Ceilings and Walls' Roof/ Ceiling Framing Reference Insul. Spacing N3me2 U - Value. R-143 48" o.c. RP. 14.2X4.48 0.058 R-22 48" o.c. RP.2'1.2X6.48 ,.0.041 R-28 48" o.c. , RP.28.2X8:48 0.033 R-35 48" o.c. RP.35.2X10.48 0.027 Wall Framing Reference Insul. Spacing Name U - Value R-14 48" o.c. WP.14.2X4.48 0:062 R-22 48" o.c. WP.22.2X6.48 0.044 1. Based on ASHRAE Parallel Heat Flow Calculation, 1993 ASHRAE Handbook of Fundamentals. 2. The names given to the standard assemblies used to calculate these U, -values in Appendix H. 3. Does not meet the minimum level required as a mandatory measure (see Chapter 2, Part 2.2). G-56 July 1" 1999 Residential Manual, Under what circumstances is a constantly (or continuously) burning pilot light prohibited on certain. appliances? For compliance. with the:. standards,. Section. 115. prohibits continuously burning pilot lights. for some natural. gas. burning, equipment (this. does not include:• liquefied' petroleum. gas: burning. appliances): The equipment types are: - . • Household cooking appliances With, an electrical supply voltage connection- in- which each"pilotconsumes:150 Btu/hr or more: • Pool heaters • Spa heaters • Fan type central furnaces Section 150(e) prohibits continuously burning pilot lights for. • Fireplaces • Decorative gas appliances • Gas logs For compliance with federal and state appliance regulations (which apply to any appliance.sold or offered for sale in California), a constant burning pilot light is prohibited on: • Gas kitchen ranges and ovens with an electric supply cord • Pool heaters, except those that burn liquefied petroleum gas 2.5 LIGHTING Kitchen 9( Li htin Section 9 Energy Code 150(k)l, 3) 1. Luminaires for general lighting in kitchens shall have lamps with an efficacy of not less than 40 lumens per watt. General lighting must provide a sufficient light level for basic kitchen tasks and provide a uniform pattem of illumination. A luminaire(s) that is(are) the only lighting in a kitchen will be considered general lighting. General lighting shall be controlled by a switch on a readily accessible lighting -ontrol panel at an entrance to the kitchen. Additional luminaires to be used only for specific decorative effects need not meet this requirement 3:. Luminaires installed to meet the 40 lumens per watt requirements of Section 150(k) 1. or 2. shall not contain medium base incandescent lamp sockets, and shall be on separate switches from any incandescent lighting. 4 Kitchen Lighting 9 9 Construction Installing energy-efficient lamps and fixtures can reduce lighting energy costs without sacrificing the quality or quantity of light available. As indi- cated in Table 2-2, a 40 -watt standard fluorescent lamp is over four times as efficient as a 100 -watt standard incandescent lamp The general lighting in kitchens must: • Have an efficacy of at least 40 lumens4vatt (see Table 2-2). • Provide a uniform pattem of lighting, such as a fixture in the center of the kitchen or around the perimeter (not a fixture in the comer). • Provide a light level sufficient for performing basic kitchen tasks such as preparing meals and washing dishes. • Be controlled on a reacily accessible switch at an entrance to the kitchen (not in a cupboard or beside the kitchen sink). • Be switched independent of incandescent lighting. • Shall not contain medium -base incandescent lamp sockets. This prevents the occupant from replacing the efficnnt light source with an incandescent bulb. If there is only one light in the kitchen, it is gen- eral lighting. Additional luminaires for decorative effect do not need to meet these requirements Incandescent lighting fixtures recessed into insu- lated . ceilings must be approved for zero - Mandatory Measures . July 1, 1999 2-47 4, . , 01 clearance insulation cover (IC -rated). in compli- • ance with Section 150(k)4 (see below). 'Kitchen Lighting Inspection The lighting in the kitchen, either general or the only lighting, must: • Be fluorescent or another product that has at • least 40 lumens/watt (see Table 2-2). • Provide a uniform patter of lighting; such as a fixture in the center of the kitchen or around the perimeter (not a fixture in the comer). Provide a light level sufficient for performing basic kitchen tasks such as preparing meals and washing dishes. Be controlled on a readily accessible switch at an entrance to the kitchen (not in a cup- board or beside the kitchen sink). Be switched separately ,from incandescent lighting and on a control panel at an entrance to the kitchen. Not contain medium -base incandescent lamp sockets. This prevents the occupant from re- placing the efficient light source with an in- candescent bulb. Metal Halide Metal Halide 32-175 50-90 High Pressure Sodium White High Pressure 35-100 36-55 Sodium Includes power consumed by ballasts where applicable. 2 Halogen capsule incandescent lamps may be the most efficient light source for highlighting applications. Most halogen lamps are designed to produce a beam of directed light. Manufacturer's data typically list the "candlepower" intensity of that beam, rather than lumens (lumens measure total light output in all di- rections). .. . 3 A new technology using infrared reflecting films on the halogen capsules has increased output up to 30 lumens/watt for some high wattage lamps. Efficacy of fluorescent lighting varies depending on lamp and ballast types. li 2-48 July 1, 1999 Residential Manual Table 2-2. Typical Efficacy of Luminaries Rated Lamp Typical Efficacy Light Source Type Watts Lumens/WaW Incandescent Standard .40-100 14 -18 Incandescent Halogen 40-250 202 Incandescent Halogen IR See footnote 3. Up to ',30 Fluorescent Full -Size, 4' Long 32-40 69-91 (Lamp/Ballast U=Shaped T-8 Bipin 16-31 78-90 Systems)° Compact Fluorescent 5-9 26-38 Compact Fluorescent 13+ 42-58 Metal Halide Metal Halide 32-175 50-90 High Pressure Sodium White High Pressure 35-100 36-55 Sodium Includes power consumed by ballasts where applicable. 2 Halogen capsule incandescent lamps may be the most efficient light source for highlighting applications. Most halogen lamps are designed to produce a beam of directed light. Manufacturer's data typically list the "candlepower" intensity of that beam, rather than lumens (lumens measure total light output in all di- rections). .. . 3 A new technology using infrared reflecting films on the halogen capsules has increased output up to 30 lumens/watt for some high wattage lamps. Efficacy of fluorescent lighting varies depending on lamp and ballast types. li 2-48 July 1, 1999 Residential Manual • Kitchen Lighting Would one fluorescent light In a kitchen, Installed over the sink or under one:. cabinet, meet the: "general lighting" requirements? No. The general lighting must evenly, light.. the entire. kitchen. Two examples of acceptable lighting... configurations are (1) fluorescent: lighting _(or other light source. with aY least 40=1umens/watt) around the perimeter of the: kitchen (under or, over cabinets),.. or .(2) a. fluorescent in the. center: of the. If a customer asks me not. to install fluorescent lights.1h- their home, are -there any other. light sources_ I can use: to: meet: the: kitchen lighting requirements? Yes, although they may not. be readily. available, there are rpr6ducts other than. fluorescent which meet the lighting requirements of -the standards; Section 150(k). The two criteria for the kitchen and bathroom general lighting are (1) a lamp with an efficacy of 40 lumens/waft' or more, and (2) the fixtures cannot contain a medium base incandescent lamp socket. Table 2-2 indicates the typical lumens/watt of several common products, some of which meet the required lumens/watt. Specifications from a products manufacturer can also be used to verify that a product has at least 40 lumens/watt. Bathroom Lighting Section 9 . Energy Code 150(k)2 - 3) 2. Each room containing a shower or bathtub shall have at least one luminaire with lamp(s) with an efficacy of 40 lumens per watt or greater. If there is more than one luminaire in the room, the high efficacy luminaire shall be switched at an entrance to the room. B. All luminaires permanently mounted to the residence providing outdoor lighting shall be installed with the following characteristics: (1) Luminaires with lamps with 40 lumens per watt or greater, or (2) Luminaires with lamps with an efficacy of less than 40 lumens per watt shall be equipped with a motion sensor. Note: When using this alternative for multiple bathrooms, after complying with B. for the first bathroom, each additional bathroom in which a high efficacy luminaire is not installed must comply with A. alone. 3. Luminaires installed to meet the 40 lumens per watt requirements of Section 150(k) 1. or 2. shall not , contain medium base incandescent. lamp sockets, and shall be on separate switches from any incandescent lighting. 6 Bathroom Lighting Construction Each room with a shower or bathtub must have at least one luminaire with lamps with an efficacy of at least 40 lumens/watt. If there is more than one luminaire in the room, the high -efficacy luminaire must be switched at an entrance to the room. As an alternative, both of the following are re- quired: 1. A luminaire with 40 lumens/watt lamps must be installed in another room with utilitarian functions such as a laundry room, utility room or garage; and 2. All permanently mounted outside lighting must ALTERNATIVE to Section 150(k)2.: A high either be at least 40 lumens/watt or equipped efficacy luminaire need not be. installed in a with a motion sensor. bathroom if: When using this alternative for two or more rooms A. A luminaire with lamps with 'an efficacy with showers or bathtubs, compliance with item 1. of 40 lumens per watt or greater is above is sufficient for the second or third rooms installed in a utility room, laundry room, since the outside lighting is already in compliance or garage; and with item 2 above. Mandatory Measures July 1, 1999 2-49 Luminaires installed to meet the 40 lumens/watt requirements cannot contain medium base incan- descent lamp sockets, and must be on separate switches from incandescent lighting. Incandescent lighting fixtures recessed into insu- lated ceilings must be approved for zero -clearance insulation cover (IC -rated) in compliance with Section 150(k)4 (see below). Installing energy-efficient lamps and fixtures can reduce lighting energy costs without sacrificing the quality or quantity of light available. As indicated in Table 2-2, a 40 watt standard fluorescent lamp is over four times as efficient as a 100 watt standard incandescent lamp. Bathroom Lighting Inspection Each room with a shower or bathtub (no require- ment in a half -bath) must have at least one lumi- naire with lamps with an efficacy of at least 40 lu- mens/watt, which may be fluorescent or another efficient technology (see Table 2-2 above). When there is more than one luminaire in the room, the high -efficacy luminaire (greater than or equal to 40 lumens/watt) must be switched at an entrance to the room. As an alternative, both of the following are re- quired: 1. A luminaire with 40 lumens/watt lamps must be installed in a laundry room, utility room or garage; and 2. All permanently mounted outside lighting must either be at least 40 lumens/watt or equipped with a motion sensor. Luminaires installed to meet the 40 lumens/watt requirements cannot contain medium base incan- descent lamp sockets, and must be on separate switches from incandescent lighting. Incandescent lighting fixtures recessed into insu- lated ceilings must be IC -rated in compliance with Section 150(k)4 (see below). 2-50 July 1, 1999 • •• ON Bathroom Lighting Examples If -a. customer asks:me.Vot;to. install.:fluorescen lights ° in their home; : are::there: any other' ligh sources. l can use:: to meet :the..; bathroom: anc kitchenllghting r44girements?' Yes;::: although they:: may: not .be readily: available there are:: products;=;other_ than fluorescent which meet. the::: lighting > requirements:: of .the standards; Section15l)(k). The::two criteria.for.the kitchen:ant bathroom- genera[ .Iighting:.are 4)': a::,lamp with. an efficacy: ;of;40: lumens/watt': or "more,. and (2):: the fl)dures-cannot:: coritain:..4::.:,medium- ',base incandescen't.lamp socket Table 2=2 :indicates' the typical:: lumens/watt of'several common . products; some of which: meet the:: requited :.l . menstwatti e Spcificationsm ::fro_..a.product's...manufacturer. pari also`:.ba::.Used--to verify that wproduct . has. at Wail 46 lumensMatt:... Recessed 9( Li htin Section 9 Energy Code 150(k)4) All incandescent lighting fixtures recessed into insulated ceilings shall be approved for zero - clearance insulation cover O.C.) by Underwriters Laboratories. or other testing/rating laboratories recognized by the International Conference of Building Officials. Recessed Lighting 9 9 Construction All incandescent lighting fixtures recessed into insulated ceilings must be approved for zero - clearance insulation cover (IC -rated) in compli- ance with Section 150(k)4. Although this requirement does not apply to fluo- rescent fixtures, recessed lighting fixtures left un - insulated significantly increase the heat loss through the roof/ceiling area reducing the effec- tiveness of the insulation. Heat lamps are not required to be IC -rated. Residential Manual