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08263 (SFD)Building Address Owner ' u P.O. BOX 1504 78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 Mailing---J— Address - --- ---v - --�- I Address PO BOX 2M City lZip ITel. I Contractor Address - 10965 Is$ Sante Cruz State Lic.- City & Classif. ,�T9i3 Lic. # Arch., Eng r., Designer Address Tel. City I Zip I State " 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, 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.) ❑ 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.) ❑ 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 i1 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 Addiess 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 I 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 Address City, State, Zip U96i L/r� )Z�0 No. 08263 BUILDING: TYPE CONST. • OCC: GRP.- A.P. Number €31-322-007 Legal Description Project Description Single FAA.+01 in V r 'L REMARKS _ ZONE: BY: Minimum Setback Distances: Ili , 1744 j, Sq. Ft. 2 Size No. %Tz3 � evtow. Dw. Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ ..,IIP .� ne . 341' of wall Included in permit. FINAL DATE INSPECTOR Issued by: Estimated Valuation $204,420 PERMIT AMOUNT Plan Chk. Dep. 250.00 Plan Chk. Bal: 577.43 Const. 1007.00 Mech. '79.00 Electrical Plumbing 20.Ioo S.M.I. 14.35 Grading 20.00 Driveway Enc. Infrastructure TOTAL 6746-09 &At 606,09--Z R-, V r 'L REMARKS _ ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date 7/17/"Permit Validated by: Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SO. FT. ® $ UNITS ROUGH PLUMB. BONDING 2ND FL. SQ. FT. STORAGE TANK YARD SPKLR SYSTEM Y SEWER OR SEPTIC TANK ROUGH WIRING MOBILEHOME SVC. BAR SINK POR. SO. FT. ® GAS (ROUGH) 41fie/et , 4-jo METER LOOP HEATING (FINAL) GAR. SO. FT. ® POWER OUTLET ROOF DRAINS DRAINAGE PIPING CAR P. SQ. FT. ® FINAL INSP. WALL SQ. FT. WATER SYSTEM DRINKING FOUNTAIN. SO. FT. ® LUMBER GR. URINAL ESTIMATED CONSTRUCTION VALUATION $ FINAL INSP. V2 L WATER PIPING NOTE: Not to be used as property tax valuation FLOOR DRAIN MECHANICAL FEES VENTILATION WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRY TRAY AIR HANDLING UNIT CFM KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE, TEM/PERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER. B.T.U. SO. FT. ® c BATH TUB SQ. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID ® 1+/a c SEWAGE DISPOSAL SQ.FT.GAR ® 3/ac HOUSE SEWER FINAL INSPECTION a 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 /7 ERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS Y SEWER OR SEPTIC TANK ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. ` GAS (ROUGH) 41fie/et , 4-jo METER LOOP HEATING (FINAL) OTHER APPJEQUIP. 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. !11 �� D� FRAMING �� Qr( FINAL INSP. V2 L ROOFING J lie-, �J �!(�j� CCC�J�C[��[ 6 L P W r (Q' (J (r �f� 1 � /� //1 r�%ao / /� REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION a CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURES/INITIALS GARDEN WALL FINAL DESERT SANDS UNIFIED SCHOOL DISTRICT 82-879 Highway 111 NOTICE: Indio, CA 92201 Document Cannot Be Duplicated (619) 347-8631 Date 7/20/90 1 Type of Permit I La Quinta No. 10043 Permit # Owner Name Vaught & Dorothy Paul Log # No. 48-750 Street Avenida Fernando city La Quinta zip 92253 Study Area APN # 1 7771 Tract # 1 Lot # Square Footage 12583 Type of Development Single Family Residence �_,...•. ' I No. of units 0 Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of Fi.-58--1 X ®or $ 4,081.14 have been paid to DS.0 S.D. for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued Fees Paid By Paul/Leisure Construction Loan Name on the check Telephone By John D. Brooks Associate Superintendent, Business Services �'�- `''_� Fee collected /exempted by Shelley D. Bennett �_,...•. ' Pay:nert. R.cc-'iv@!1 SignatureCI eck No. 12507 Collector: Attach a copy of County or City plan check application form`to 'DisiriC4 -copy. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - tkccounting Recording Requested By AND WHEN RECORDED MAIL THIS DEED AND TAX STATEMENT TO: 0 Q7 rBren P. Leisure/ Lawrence B. Leisur( �Vaughn A. Paul/ Dorothy D. Paul C P.O. Box 1685 t-1 La Quinta, CA 92253 to L ASSESSOR'S PARCEL NO ESCROW NO. TITLE ORDER NO. J GRANT DEED The undersigned grantor(s) declare(s -Docu entary transfer tax is- ( ) computed on full value of property conveyed, or ( ) computed on full valueless value of liens and ncumb ces remaining at time of sale. ( ) Unincorporated area: ( ) City of UI r) and By this instrument dated , for a valuable consideration, JOHN F. GILLEN & JUDITH ANN GILLEN', HUSBAND AND WIFE AS JOINT TENANTS hereby GRANTS to BREN P. LEISURE AND LAWRENCE B. LEISURE, HUSBAND AND WIFE AS JOINT TENANTS AS TO 1/2 INTEREST AND VAUGHN A. PAUL AND DOROTHY D. PAUL, HUSBAND AND WIFE AS JOINT TENANTS AS TO 1/2 INTEREST the following described real property in the State of California, County of Lot 70 of La Quinta Golf Estates No. 1 as per map recoreded in Book 37 pages -96-98 of maps in Lhe office -of 'the County Kecorder of Said County. Wisconsin STATE OF. Cl4tF®ixiN A . ) SS. COUNTY OF Winnebago' ) On March 17, 1989 before me, the undersigned, a Notary Public in and for said County and State, personally appeared John F. Gillen Judith Ann Gillen personally known to me (or proved to me on the basis of evidence) to be the person(s) whose name(s) to the within instrument and acknowledged that executed the same. JOHNF. GILLEN �H ANN GILLEN a e ° U .��Iy��//n/�� j f� 7"' 0 Signature °j�oor:A:.7:OfV1 21.9050 8/83 J J _o ti Z R_ ca Lago RZ0 C LY o aisWg c W CC U SPACE ABOVE THIS LINE FOR RECORDER'S USE GRANT DEED The undersigned grantor(s) declare(s -Docu entary transfer tax is- ( ) computed on full value of property conveyed, or ( ) computed on full valueless value of liens and ncumb ces remaining at time of sale. ( ) Unincorporated area: ( ) City of UI r) and By this instrument dated , for a valuable consideration, JOHN F. GILLEN & JUDITH ANN GILLEN', HUSBAND AND WIFE AS JOINT TENANTS hereby GRANTS to BREN P. LEISURE AND LAWRENCE B. LEISURE, HUSBAND AND WIFE AS JOINT TENANTS AS TO 1/2 INTEREST AND VAUGHN A. PAUL AND DOROTHY D. PAUL, HUSBAND AND WIFE AS JOINT TENANTS AS TO 1/2 INTEREST the following described real property in the State of California, County of Lot 70 of La Quinta Golf Estates No. 1 as per map recoreded in Book 37 pages -96-98 of maps in Lhe office -of 'the County Kecorder of Said County. Wisconsin STATE OF. Cl4tF®ixiN A . ) SS. COUNTY OF Winnebago' ) On March 17, 1989 before me, the undersigned, a Notary Public in and for said County and State, personally appeared John F. Gillen Judith Ann Gillen personally known to me (or proved to me on the basis of evidence) to be the person(s) whose name(s) to the within instrument and acknowledged that executed the same. JOHNF. GILLEN �H ANN GILLEN a e ° U .��Iy��//n/�� j f� 7"' 0 Signature °j�oor:A:.7:OfV1 21.9050 8/83 J 1)IIIt.[ or AG111CUL. I UMI. (OMMISSIUINIE'" AND �VI:IGI 1 I S b. MEASURES 49-617 Ilwy 06, Ilulte 11-12 'Cuuulie 1 1n, CA 92276 619-31O2-0291 • VEVEI101'Cit' 5 1 MEt nUUItESS � /�4. /`-', • /z�vYe�/ Ste: � � Zo6 E. LEOI+ SPAt;(JY co•a.ns;ur..tn JANIES o v;ALLACF �syst��t rv1:.russnr�t.n CILMEY1 M.NVEMS1E scaun CASS M- �n� r �,� •, - G4 �-7�0 five, �•e✓k4�) � Q u� .,�`�a � C` 1)ea.r 1)evelopert Is iioL Ager reviewing your landscell)I.ncl I)lan,, 'till i'��'11e11�tVa1leyial lisifdsubsMutlions violation or: "'yuaralltille lilws cic)vemilly th• Co`c do occur E,1►d they diE[er [tun I,iallt uMalerial listed, tills ()[[ice must he noLlfled iumiediately. Thaiik you [or pt()tect1.119 and Illese"1119 ngr cultural Canit� s ner s UL [ ce cc1 111dio and Riverside U[[ice lite Coachella Valley's [gest-free emiroln13nt• Of Of 149a utxtta 1uttotn aub *V,afot'13tinstiall This Certificate issued �ursudfifio the requirements of,Section 306 of Me Uniform Bdildingl Code ceetifyino1hat at the, time of, itsudnee, this strudurt was In complidnCe' With Me WtIdds ordinances of the -City regu4fiig building construction or Use. For the following: WILDING AbbAESS 48-750 Avenida Fernando SFD 08263 Use Clatsification Bldg. Permit No. Group R3, Type Conittuction VN Firi Zone a U60 Zone SR Owner of Building Vaught b6tothy PAU1 Address 0. Box 2685 city La Quin a, C 92�5i— By: Lonnie Day' Dots; April 18, 1991 Building Official, 4r7 , 0 POST IN A 0ok6*eU6US OLAde _ I Certificate of Compliance: Residential (Page i of 2) CF -1R 130(9 a P"Ject Tate Date 4a-"1 So AvE.. Vj�--Ru A000 - LA Q WWA Project Address John H. Hacker (619) 327-4565 Bu,7dmgPamit# Docmnentation Author Tekphooe Checked By /Date Point System ib Compttaeee Method 0'&&qe, Paim Srun or Composer) Music Zoos Wma meat Agrary Use onry GENERAL INFORMATION Total Conditioned Floor Area: a$ ft Building Type: < (check one or more) Front Entry Orientation: Number of Dwelling Units: Floor Construction Type: r Infiltration Control: Single Family HoteUMotel Multi -Family (less than 4 stories) Addition Multi -Family (4 or more stories) Existing -Plus -Addition Notch / East / South 4EDAll Orientations (circle one or more) Slab / 'sed Fioor (circle one or both) Stand ight (circle one) BUILDING SHELL INSULATION Component Insulation Location/Comments Type R -Value (attic, to garage, typical, etc.) R— l 0 Typical GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (sf) (single, double) (roller blind, etc.) (shadescreen, etc.) (yes/no) (metal wood) Front.... (vii) I 1pa,S Double Roller Blinds* None Yes Metal Front.... ( ) Leh.,,.,, 1_ 1to Double Roller Blinds* None Yes Metal Left...... ( ) S4itg4e Rear..... 05 Double Roller Blinds* None Yes Metal Rear..... ( ) Slug -le Right.... (j) O Double Roller Blinds* None Yes Metal Right.... ( ) S4*g1 e Skylight....... Skylight....... O Double None * or vertical/mini blinds THERMAL MASS off white. Type/Covering Area Thickness [slab/exposed, tile, etc.) Of) (inches) Location/Description (kitchen bath, etc.) Slab/Exposed 1 e1q 0 3�_ Kitchen/Bath/Entry Certificate of Compliance: Residential (Page 2 of 2) ' 00ROTOV VAUGOIJ PAut.Prejeet �l3di'90. rwe t HVAC SYSTEMS Minimum Duct Type BMWC.8h Efficiency oaoaieow.bee pttmp) (SE. SEMMPF) Location Duct 6mc ow-) R Value Output (Btuh) Manufacturer/Modd# (orgymyed equal) FQRHACE 71;L ATric 4.2 la) 45, 5 a 0 39 4 6 4 w 04 816 0 AIR -WIRD. q.5 ATTIC 4.2 (00 4 T60S Z V 8 D.1 04 Il, / 5 19 A n 4 A Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank ManufacturedModel N System Type (storage Las, etc.) Capacity (or approved equal) Special Feature(Q STD. -GAS, 50 GAL. OR LESS APPROVED MODEL SPECIAL FEATURESIREMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the binding features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special FeaurvRemarks section. Designer Name: Tide/Firm: Documentation Author Name: John B. Hacker Tide/Firm: John B. Backer i Associates Address: 4501 E. Sunny Dunes toad, 1D teals Springs, Ca 92264 Telephone 27-4565 sem ILC wind w.'&"U Building Owa�ir Name: Tide/Firm: Address: �u \ F X 14, cr Telephone: (Signature) Enforcement Agency Name: Agency: Telephone: *t Fmture m am) 1&0 Mandatory Measures Ufteckl=: xeSiaent • 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 Ce dficate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minim®component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRI MON Building Envelope Measures • 12-5352(a): Minimum ceiling insulation R-19 avenge. 12-5352(b): Loose fill insulation manufawuer's labeled R -Value. DESIGNER I ENFORCEMENT • 12-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). X 12-5352(k): Slab edge insulation - water absorption rate no greater than 03%, water vapor transmission rate no greater than 2.0 perm/inch. NIJ p §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. }<. §2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. 12-5317: InfiltrationlExfiltrstion Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped; all joints and penetrations caulked and sealed x 12-5352(e): Special infiltration barrier installed to comply with 12-5351 meets CEC quality standards. }( 12-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: s. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed RVAC and Plumbing System Measures 12-5352(8) and 2-5303: Space conditioning equipment sizing; attach calculations. 12-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. • §2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. §2-5316(b): Exhaust systems have damper controls. X 12-5314(c): Gas-fired space heating equipment has intermittent ignition devices. 12-5314: HVAC equipment, water beaters, showerheads and faucets certified by the CEC. §2-5352(1): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater); fust 5 feet of pipes closest to tank insulated (R-3 or greater). X J2-5312(Exception 1): Pipe insulation on steam and steam condensate return & recirculating piping - 12 -5318(d): Swimming Pool Heating 1. System has: a On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2.75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures 12-5352(1): Lighting - 25 hnmen&%vau or greats for paaal lightiq in kitchens and bathrooms. $2-5314(c): Gas fired appliances equipped with intemizent ignition devices. X J2 -5314(a): Refrigaatars, refrigerator-freeatx><, fiction and euwwcmt lamp bellataa certified x by due CEC. Indicate make and model number. fam Revised 1917 T I T L S :2-4 INJ = FR C3 V CC ^ L C:� L6 L ^ T I C3 M AS R=^. tEi JOHN H. HACKER, CIVIL ENGINEER, PALM SPRINGS 327-4565 NAME ------- DOROTHY AND VAUGHN PAUL ADDRESS ---- 48-750 AVENIDA FERNANDO - LA QUINTA DATE ------- 7/20/90 MANUAL J FOR HEATING AND COOLING LOSSES AREA BLDG 2583 SCS. FT. PERIMETER 287 LIN. FT. INSULATION R VALUES .FLOOR 0 ..CEILING 38 ..WALL 19 ..DUCT 4.2 AREA NORTH WINDOWS 116 SQ.FT. PERCENT OF AREA 4.490902 AREA EAST WINDOWS 85 SO. FT. PERCENT OF AREA 3.290747 AREA SOUTH WINDOWS 0 SOFT. PERCENT OF AREA 0 AREA WEST WINDOWS 162.5 SOFT. PERCENT OF AREA 6.291135 AREA SKYLIGHTS 0 SO.FT. PERCENT OF AREA 0 TOTAL WINDOW AREA 363.5 SQ.FT. PERCENT OF AREA 14.(--)7-::'.78 ITHE U VALUE OF THE WINDOWS IS .65 DUAL PANE (SOUTH OVERHANG LENGTH INTERIOR THERMAL MASS AREA = 190 SO FT. INFILTRATION (STD 0.018, MED 0.014, TIGHT 0.012) = .018 HEATING LOSSES ,FOOTING LOSSES... 9964.639 BTU CEILING LOSSES... 2027.165 BTU WINDOW LOSSES.. 73'4.55 BTU WALL LOSSES.... 292.317 BTU INFILTRATION LOSSES... 11530.51 BTU TOTAL HEAT LOSSES BTU/HR.. 33769.16 GAS FURNANCE SIZE 7679.91 BTU OR'45,00(--) BTU COOLING LOSSES FOOTING LOSSES... 4285.867 BTU CEILING LOSSES... 2615.696 BTU WINDOW LOSSES... 1 905 BTU 'WALL LOSSES.... 3766.89 BTU INFILTRATION LOSSES... 4959.36 BTU. NO. OF PEOPLE... 5 COOLING LOSSES... 2000 KITCHEN... 1500 BTU DUCT LOSSES INCLUDED IN TOTAL TOTAL COOLING LOSSES(SENS) 41951.47 BTU POINT SYSTEM SUMMARY:CLIMATE ZONE 15 PROJECT,TITLE=DOROTHY AND VAUGHN PAUL JOB SITE=48-750 AVENIDA FERNANDO - LA QUINTA BUILDING DATA CONDITIONED FLOOR AREA= 2583 SLAB/RAISED FLOOR SLAB TOTAL GLASS AREA 363.5 SQ.FT P -'R NUMBER -OF STORIES= 1 %GLASS 14.0779 DATE=7/20/90 CHECK ALL APPLICABLE UNIT TYPE CONDITIONS) (X) SINGLE FAMILY DETACHED (SFD) ( ) ADDITION ALONE SINGLE FAMILY.ATTACHED (SFA) ( ) EXISTING BUILDING ( MULTI -FAMILY (MF) ( ) EXISTING -PLUS -ADDITION SCORE CARD MEASURES POINT SCORES 1.CEILING INSU. 38 A. NORTH 4.49090' X L.WALL INSU. 19 = 1.146078 0 4.49090' B. 3.RAISED FLOOR INSU 0 3.290747 X .2552 0 1 4.SLAB EDGE INSU 0 C. SOUTH 0 _ 0 S.INFILTRATION STANDARD 0 0 WEST 6.GLASS HEAT LOSS DUAL PANE U= .65 2 6.291135 SUM 1-6= ( 2 ) 0 7.SHADING (SHADE OPEN) 0 9. INTERIOR GLASS AREA SC= .6776 5 10.EXTERIOR A. NORTH 4.490902 X .6776 = 3.043035 -1 116 B. EAST 3.290747 X .6776 = 2.22981 381 -1 85 D. SOUTH 0 X .677G = 0 -1 0 E. WEST 6.291135. X .6776 = 4.262873 1 162.5 H. SKYLIGHT 0 X .77 = 0 SYSTEM 9.5 0 X.81= 7.695 8. SHADING (SHADE CLOSED) % GLASS TOTAL POINTS 12 J J '55 SC=.2552 A. NORTH 4.49090' X .255 = 1.146078 0 4.49090' B. EAST 3.290747 X .2552 _ .8397987 1 3.290747 C. SOUTH 0 X .2552 _ 0 0 D. WEST 6.91135 X .255 = 1.605498 -1 6.291135 E. SKYLIGHT 0 X ,77 = 0 0 0 9. INTERIOR THERMAL MASS 5.S93032 5 10.EXTERIOR WALL MASS 0 0 SUM 7-10 =( 3 ) 11.HEATING SYSTEM .72 S.E. X.83= .5904001 0 12.COOLING SYSTEM 9.5 SEER X.81= 7.695 7 13 WATER HEATING S.G. 0 TOTAL POINTS 12 TITLE 24 REPORT FOR: DOROTHY AND VAUGHN PAUL 48750 AVENIDA FERNANDO LA QUINTA, CALIFORNIA 92253 PROJECT DESIGNER: DANIEL BEEN ARCHITECT 1000 S. FARRELL NO. 206 PALM SPRINGS, CALIFORNIA 92262 619-325-5406 OWNER: , DOROTHY AND VAUGHN PAUL 48750 AVENIDA FERNANDO LA QUINTA, CALIFORNIA 92253 REPORT PREPARED BY: JOHN H HACKER AND ASSOCIATES 4501 E SUNNY DUNES ROAD SUITE D PALM SPRINGS CA 92264 619 327-4565 CA LICENSE RCE 14614 Job Number: Date: 6/30/1989 The COMPLY 24 computer program has been used to perform the calculations summarized in this compliance report. This program has interim appr. oval and is authorized by the California Energy Commission for use with the Second Generation Nonresidential Building Energy Efficiency Standards for Nonresidential Occupancies. Second Generation Residential Occupancies shown to comply with this program conform to the results produced by the Public Domain Point System, developed by the California Energy Commission. Table Of Contents for Title 24 Report ------------------------------------- Cover Page........................................................... 1 Table of Contents .... 7 .............................................. ._ Form CFAR Certificate of Compliance: Residential .. ............... Form MF -1R Mandatory Measures Checklist: Residential ................ 6 Farm P -2R Points System Summary ..................................... 8 Form WS -4 HVAC System Summary Sheets ................................ 9 Form CF -4 HVAC: Summary ... ............................................ 10 Form WEAR Points Thermal. Mass Worksheet ............................ 11 bomestic Hot Water Worksheet ..................... ................. 1' HVAC Zone & Space Loads Summary ..................................... 13 CERTIFICATE OF COMPLIANCE: Residential (part 1 of 3) CF -1R page 3 of '14 . --------------------------------------------------------------------------- Project: DOROTHY AND VAUGHN PAUL | COMPLY 24 v 2.20 Designer: DANIEL BEEN ARCHITECT Location: Indio Date: 6/30/1989 __________________ Building Permit No ------------------ Checked By __________________ Documentation: JOHN H HACKER AND ASSOCIATES | Date (User # 1625) --------------------------------------------------------------------------- PROJECT ADDRESS 48750 AVENIDA FERNANDO LA QUINTA, CALIFORNIA 92253 GENERAL INFORMATION Compliance Method: Climate Zone: Total Conditioned Floor Building Occupancy: Front Entry Orientation: Floor Construction Type: Infiltration Control: Point System 15 Area: 2760 sqft Single Fam Det North/East/South/West Slab Standard BUILDING SHELL INSULATION Component Area R-19 Frame Wall 1685 R-38 Roof/Gyp Ceiling 2760 Exposed Slab 1380 Carpeted Slab 1380 (circle one) U -Value Location/Comments ------- ------------------------------------ 0.0655 WHOLE HOUSE 0.0290 WHOLE HOUSE 0.9000 WHOLE HOUSE /Slab F2 Val 0.7200 WHOLE HOUSE /Slab F2 Val THERMAL MASS Thick Mass Material Area (in) Type Location/Description --------------------- ---- ----- ------- ------------------------------ Concrete, Heavyweight 1380 4.000 Exposed WHOLE HOUSE /Int Mass Concretei Heavyweight 1380 4.000 Covered WHOLE HOUSE /Int Mass CERTIFICATE OF COMPLIANCE: Resident.i.al. (part :_.of 3) CF -1R page 4 of '14 --------------------------------------------------------------------------- Project: DOROTHY AND VAUGHN PAUL 1 COMPLY 24 v 2.20 Designer: DANIEL. BEEN ARCHITECT 1 010707071 770- Indio Location: Indi Da'I:E3: �/3C)/ 1'38'3 � Checked � By D� �cumentation: JOHN H --------------------------------------------------------------------------- HACKER AND ASSOCIATES ------------------ Date (User # 1625) SHAT) I NG COEFF GLAZING Glass Glass Glass w/Int Orientation Area Type U -Val Only Shade Description North, 127.9 Double 0.65 0.88 0.33 Double/Light Blinds South 80.0 Double 0.65 0.88 0.33 Double/Light Blinds South 191.5 Special 0.23 0.64 0.29 LOW E/LIGHT BLINDS East 47.3 Double 0.65 0.88 0.33 Double/Light Blinds West 60.0 Double 0.65 C).88 0.33 Do ublehight Blinds West 48.5 Special 0.23 0.64 .0.29 LOW E/LIGHT BLINDS SHADING (:for Glazing above) Over Orientation Exterior Device= SC: hang Framing Type North Ordinary Bug Screen 0.67 2.0 Metal w/o Mullions South Ordinary Bug Screen 0.67 2.0 Metal w/o Mullions South Ordinary Bug Screen 0.67 2.0 Metal w/o Mullions East Ordinary Bug Screen 0.67 2.0 Metal w/o Mullions West Ordinary Bug Screen 0.67 2.0 Metal w/o Mullions West Ordinary Bug Screen 0.67 2,0 Metal w/o Mullions CERTIFICATE OF COMPLIANCE: Residential (part 3 of 3) CF -1R page 5 of V4 -----------------------------------------------------_--------------------- Project: DOROTHY AND VAUGHN PAUL | COMPLY 24 v 2.20 Designer: DANIEL BEEN ARCHITECT Location: Indio Date: 6/30/1989 ------------------ Building Permit No Checked By __________________ Documentation: JOHN H HACKER AND ASSOCIATES | Date (User # 1625) --------------------------------------------------------------------------- HVAC SYSTEMS Min Output Duct Duct Manufacturer/Model No. System Type Eff (Btuh) Location RVal (or approved equal) --------------- ----- ------ ----------------- ---- ----------------------- Gas Fired 0.732 63000 Vent. Attic Space 2.1 BDP 585HJ048080 Air Conditioner 9.500 49000 (2 Systems) Max. Furnace Output: 1.3 x [ 74826 Btuh + (10 x 2760 sqft)] = 133154 Btuh Cooling Exception: ______ CFM Cooling (see Load Calcs) requires ______ Btuh HOT WATER SYSTEMS Tank Manufacturer/Model No. # of Energy # of System Type Volume (or approved equal) Units Credits Pumps ------------------- ------ ----------------------- ----- ------- ----- Gas Fired 50.0 Std Gas 50 gal or less 1 0 0 SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This Certificate of Compliance lists the building features and performance specifications -needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative Code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this Certificate of Compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. DESIGNER DANIEL BEEN ARCHITECT 1000 S. FARRELL NO. 206 PALM SPRINGS, CALIFORNIA 92262 619-325-5406 License When — IJA Signed:________ DOCUMENTATION AUTHOR JOHN H HACKER AND ASSOCIATES 4501 E SUNNY DUNES ROAD SUITE D PALM SPRINGS CA 92264 | 619 327-4565 CA LICENSE RCE 14614 ~ BUILDING OWNER DOROTHY AND VAUGHN PAUL 48750 AVENIDA FERNANDO LA QUINTA, CALIFORNIA 92253 Sign ENFORCEMENT AGYYCY Agency:_ nal�_ Telephone:___`____________________ Signed:1- _________ MANDATORY MEASURES CHECKLIST (part 1 of 2) MF -1R page 6 of 14 ---------------------------------------------------------_---------------_- Project: DOROTHY AND VAUGHN PAUL | COMPLY 24 | v 2.20 Designer: DANIEL BEEN ARCHITECT _____________-__ | Building Permit No | Location: Indio Date: _____-____________ 6/30/1989 | Checked By Documentation: --------------------------------------------------------------------------- JOHN H HACKER AND ASSOCIATES | ___-______________ | Date (User # 1625) 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 binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Enforcement o Sec. 2-5352(a): Minimum ceiling insulation R-19 weighted average. * ----------- o Sec. 2-5352(b): Loose fill insulation manufacturers labeled R -Value. o Sec. 2-5352(c): Minimum wall insulation -in framed walls R-11 weighted average (does not apply to exterior mass walls). * ----------- o Sec. 2-5352(k): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. ___________ ' o Sec. 2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. ----------- o Sec. 2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. ----------- o Sec. 2-5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped; all joints and penetrations caulked and sealed. ___________ o Sec. 2-5352(e): Special infiltration barrier installed to comply with Sec. 2-5351 meets CEC quality standards. ---- _______ o Sec. 2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake with.damper and control c. Flue damper and control MANDATORY --------------------------------------------------------- MEASURES CHECKLIST (part 2 of 2) MF -1R page ----------------- 7 of\14 Project: DOROTHY AND VAUGHN PAUL M | COMPLY 24 v 2.20. Designer: DANIEL BEEN ARCHITECT | _-____-___________ | Building Permit No | Location: Indio Date: ________-_________ 6/30/1989 | Checked By Documentation: --------------------------------------------------------------------------- JOHN H HACKER AND ASSOCIATES | __-_____-_________ | Date (User # 1625) HVAC AND PLUMBING SYSTEM MEASURES o Sec. 2-5352(g) and 2-5303: Space conditioning equipment sizing: attach calculations. o Sec. 2-5352(h) and -2-5315: Setback thermostat on all applicable heating systems. o Sec. 2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. * o Sec. 2-5316(b): Exhaust systems have damper controls. o Sec. 2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. o Sec. 2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. o Sec. 2-5352(i): Watei heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater); first 5 feet of pipes closest to tank insulated (R-3 or greater). o Sec. 2-5312(Exception.I): Pipe insulation on steam and steam condensate return & recirculating piping. o Sec. 2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. . 2. 75 percent thermal efficiency. ` 3. Pool cover. 4. Time clock. 5. Directional water inlet. LIGHTING AND APPLIANCE MEASURES o Sec. 2-5352(j): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. o Sec. 2-5314(c): Gas fired appliances equipped with intermittent ignition devices. o Sec. 2-5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. Enforcement POINTS SYSTEM SUMMARY: CLIMATE ZONE 1.5 P -2R page 8 of '14• ---------------------------------------------------------------------------- Project: DOROTHY AND VAUGHN PAUL_ 1 COMPLY 24 v 2.20 ------------------ Designer: DANIEL BEEN ARCHITECT 1 Building Permit No ' ------------------ I._ocation: India. Date: 6/30/1989 1 Checked By Documentation: JOHN H HACKER AND ASSOCIATES ' Date (User # 1625) --------------------------------------------------------------------------- BUILDING DATA Conditioned Floor Area 2760 sgft: Dumber of Stories 1 Occupancy Type Single Fam Det SCORE CARD Measure Points 1. Roof InsulatiDn 0.0290 (U -Value) 0 2. Wall Insulation 0.0655 (U -Value) c_> 3. Raised Floor Insula'tion 0.0000 (U -Value) 3a. Controlled Vent Crawlspace 0.0 (R -Value) i -1 1. Slab Edge Insulation 0.8100 (f2 factor) 5. Infiltration Standard 0 S. Glass Heat Lass 0.47 20.1% 2 Sum 1-6 1 7. Shade Open Area % Glass SC OH Eff a. North 127.9 4.6 x 0.63 = 2.9 -1 b. East 47.3 1.7 x 0.63 x 0.88 = 1.0 0 c. South 271.5 9.8 x 0.55 x 0.77 = 4.2 o d. West 108.5 3.9 x 0.58 x 0.85 = 1.8 0 e. Skylight 0.0 0a0 x 0.00 = 0.0 0 0. Shade Closed Area % Gliss SC OH Eff a. North 1.27.9 4.6 x 0.27 = 1.2 0 b. East 47.:3 1.7 x 0.27 x 0.78 = 0.4 3 c:. South 271.5 9.0 x 0.24 x 0.58 = 1.4 0 d. West 108.5 3.9 x 0.25 x 0.78 = 0.8 3 e. Skylight 0, ii 0.0 x 0.00 _ 0.0 0 '_i. Interior Thermal Mass 3.2c:� 2 10. -Exterior Wall Mass 0.00 0 Sum 7-10 7 11. Heating System 0.732 SE x 0.78 Duct Eff = 0.57 Eff SE 0 Zonal Control: No 1.2. Cooling System 9.500 SEER x 0.74 Duct Eff = 7.03 Eff SEER 0 13. Water Heating (see DHW Worksheet) Point Total: 8 HVAC SYSTEM SUMMARY SHEET ---------------------------------------------------------n----------------- WS -4 page 9 of 14 Project: DOROTHY AND VAUGHN PAUL | | COMPLY 24 v 2.20 Designer: DANIEL BEEN ARCHITECT � | ________—_________ Building Permit No Location: Indio Date: | 6/30/1989 | __________________ Checked By Documentation: JOHN H HACKER AND ASSOCIATES ----------------------------------------------- | | -------------------- —_________________ Date (User # 1625) -------- , HVAC Equipment Name: HEATING ------- System Type: Output Capacity: Rated SSE or COP: Rated SE or HSPF: Supply Air Temperature: COOLING System Type: Total Output Capacity: Sensible Output Capacity: Latent Output Capacity: Rated EER: Rated SEER: Coil Bypass Factor: Economizer: Supply Air Temperature: FANS ------- Supply Air.CFM: Fan Type: Fan Multiplier: Brake Horsepower: Motor Efficiency: Drive Efficiency: DUCTS BDP 585HJ048080 Gas Fired 63000 Btu/hr 0.824 0.732 105 F Air Conditioner 49000 Btu/hr 35600 Btu/hr 13400 Btu/hr 8.600 9.500 0.100 No 55 F 1600 cfm Blow -Through 1 0.50 70.0 % 100.0 % Supply Duct Heat Gain: 5.0 % Return Duct Heat -Gain: 1.0 % Supply Duct Air Leakage: 2.0 V. Return Duct Air Leakage: 2.0 % ^ � ` HVAC EQUIPMENT SUMMARY FORM CF -4 page 10 of`14 --------------------------------------------------------------------------- Project: DOROTHY AND VAU8HN PAUL ' | COMPLY 24 v 2.20 | __-_______________ Designer: DANIEL BEEN ARCHITECT | Building Permit No | _-________________ Location: Indio � Date: 6/30/1989 | ESTATE | _-__-_____________ Documentation: JOHN H HACKER AND ASSOCIATES | Date (User # 1625) --------------------------------------------------------------------------- HVAC EQUIPMENT SUMMARY BY ZONE ' No. Heating Cooling HVAC Zone HVAC System (WS -4) Sys KBtu Elf KBtu Eff Econ ----------------------- ---------------------- --- ---- ---- ---- ---- ---- Totals 0 KBtu 0 KBtu FAN ENERGY ' No. Motor Drive Conv �No. Fan HVQ System Sys BHP Elf. Elf. Fact Fans Watts ----------------------- --- ---- ----- ----- ---- ---- ----- ------ Total 0 FAN WATTAGE INDEX 0 watts / 0 sqft = 0.000 watts/sqft THERMAL MASS WORKSHEET W? -1R page 11 of!14 --------------------I------------------------------------------------------ Project: DOROTHY AND VAUGHN PAUL | COMPLY 24 v 2.20 | __________________ Designer: DANIEL BEEN ARCHITECT | Building Permit No | ___-______________ Location: Indio Date: 6/30/1989 | Checked By | __________________ Documentation: JOHN H HACKER AND ASSOCIATES | Date (User # 1625) ------------------------ -------------------------------------------------- INTERIOR THERMAL MASS Mass Material Thick ---------------------- ----- Concrete, Heavyweight 4.00 Concrete, Heavyweight 4.00 INTERIOR MASS FACTOR Interior Interior Sides Wall Mass Mass Mass Exposed U. -Value ------- Area Factor Capacity ------- ------ 1380.0 -------- x 4.7 -------- = 6486.0 0 1380.0 x 1.8 = 2511.6 TOTAL ------- 8997.6 8997.6 IMC / 2760 sqft = 3.26 * Mass listed above with a Wall U -Value denotes the Interior Mass credit for Exterior Mass Walls, and are repeated below for Exterior Mass credit. 0 Sides Exposed indicates mass covered with surface material >= R-2. . EXTERIOR MASS WALLS Exterior Exterior Sides Wall Mass Mass Mass Mass Material Thick Exposed U -Value Area Factor Capacity NONE DHW WORKSHEET ONE: STORAGE TYPE GAS OR ELECTRIC page 12 of 14 --------------------------------------------------------------------------- Project: DOROTHY AND VAUGHN PAUL | COMPLY 24 v 2.20 | ___________�_ Designer: DANIEL BEEN ARCHITECT . | Building Permit No Location: Indio Date: 6/30/1989 | Checked By | ' __________________ Documentation: JOHN H HACKER AND ASSOCIATES | Date (User # 1625) --------------------------------------------------------------------------- A EQUIPMENT DATA 1 Water heater type SG Enter SG or SE See Appendix D 2 Manufacturer & Water heating budget 18700 KBtu/yr/unit, see table 1 3 Model number Tank set temp. Std Gas 50 gal or less 4 Ignition device GP GP, gas pilot or IID, int. ignition device 5 Tank volume 50.0 Total gallons, from CEC Appliance Directory 6 Recovery efficiency 76.0 Percent from CEC Appliance Directory 7 Standby loss 3.1 Percent/hour, from CEC Appliance Directory 8 Rated input 55000 Btu/hr,'from CEC Appliahce Directory 9 Number of pumps (1 kWh = 3413 Btu) 9 Number of Heaters 1 From building plans (total) B OPERATING DATA 1 Climate Zone 15 See Appendix D 2 Water heating budget 18700 KBtu/yr/unit, see table 1 3 Tank set temp. 140 F, fixed input 4 Water main temp. 70.0 F, see Table 1 ' 5 Daily hot water load 50 50 or 35 gallons/unit, see Table 1 6 Ambient air temp. 72.6 F, see Table 1 7 Adj Standby Losses 0.0205 See Table 2 or Appendix B 8 No. dwelling units 1 From building plans (total) 9 Number of pumps 0 From building plans 10 Pumping energy 0.0 Watt-hr/yr per Pump, see Table 3 C ----------- WATER HEATING ENERGY ` CREDITS 1 ----------------------------------- Credit name ----------------------------- See Table 5 2 Annual savings 0'0 KBtu/yr/dwelling unit, see Table 5 D CALCULATE ANNUAL WATER HEATING ENERGY (KBtu/yr) 1 Recovery load 10539,4 {[95 x 8'25 x(140-B4)x 365 x 0.001]-C2}x B8 2 Recovery energy 13867.6 D1 / A6 3 Standby loss energy 4839.6 124 - [(D2 x 1000)/(A8 x A9 x 365)31 x 8.25 x A5 x B7 x 365 x (14006) x 0.001 x A9 4. Pumping energy 0.0 B9 x B10 x 3.413 x 3 x 0.001 5 Total energy 18707.2 GAS SYSTEMS: 02 + D3 + D4) / B8 ELECTRIC: ' {[(D2 + D3) x 33 + D41'/ B8 6 Water heating budget comparison -7.2 KBtu/yr/unit B2 - D5 7 Water heating budget -0.0 Points (D6 / Floor Area) x 2 x Be ' HVAC^ZONE HEATING & COOLING LOAD SUMMARY page 13 of 14 --------------------------------------------------------------------------- Project: DOROTHY AND VAUGHN PAUL | COMPLY 24 v 2.20 | ______------- ___-_ Designer: DANIEL BEEN ARCHITECT | Building Permit No � _-________________ Location: Indio Date: 6/30/1989 | Checked By Documentation: JOHN H HACKER AND ASSOCIATES | Date (User # i625) --------------------------------------------------------------------------- HVAC ZONE DESCRIPTION HVAC Zone Name: WHOLE HOUSE HVAC System Name: BDP 585HJ048080 System Multiplier: 2 Heating Schedule: ResidentialHeating Cooling Schedule: Residential Cooling Fan Schedule: Residential Occupancy Sizing Method: COINCIDENT Relative H um idit y: 50 % COOLING SPACES ----------------------- IN THIS ZONE PEAK ---- HEATING ------- PEAK SENSIBLE LATENT WHOLE HOUSE (Jan 12am) 71194 ------- ---- (Aug 2pm) -------- 45449 ------ 2070 TOTAL SPACE LOAD 71194 -------- 45449 ------ 2070 Bypass Ventilation Air ( 0 cfm) 0 ( 0 cfm) 0 -0 Supply Duct Conduction 3560 2272 Supply Duct Leakage 1424 909 41 Supply Fan Heat Gain -0 � 0 EFFECTIVE SPACE LOAD ------- 76178 -------- 48630 ----_- 2111 Ventilation ( 0 cfm) ' 0 ( 0 cfm) 0 -0 Return Air Lighting Gain 0 Return Duct Conduction 762 486 Return Duct Leakage 1524 973 42 Return Fan -Heat Gain -3637 ------- 3637 TOTAL SYSTEM LOAD 74826 -------- 53727 ------ 2154 4.5 tons 0.2 tons SYSTEM PERFORMANCE 126000 69392 18874 AT DESIGN CONDITIONS 5.8 tons 1.6 tons SPAC& HEATING & COOLING LOAD SUMMARY page 14 of 14 --------------------------------------------------------------------------- Project: DOROTHY AND VAUGHN PAUL I COMPLY 24 v 2.20 Designer: DANIEL_ BEEN ARCHITECT i Building Permit Na '—�---------------- L ocation: Indio Date: 6/30/1989 1 Checked By Documentation: JOHN H HACKER AND ASSOCIATES : Date (User # 1625) --------------------------------------------------------------------------- SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS ---------------------- Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction Window Conduction Door Conduction Roof Conduction Skylight Conduction Floor Conduction Slab Conduction Interior Conduction Infiltration Solar Gain Lighting Equipment Occupants SPACE LOADS WHOLE HOUSE HEATING Jan 12am 70 F DB 29 F DB Btu/hr 4521 10664 X664 3 3286 i� 35604 ci 16295 71194 Btu/hr COOLING SENSIBLE LATENT Aug 2pm 78 F DB 50 % RH. 112 F DB 75 F WB Btu/hr 33243 8826 575 3926 i� 0 13513 6231 4710 2355 2070 4544' Btu/hr 3.8 tons Btu/hr 0 2070 2070 Btu/hr 0.2 tons SUPPLY AIR QUANTITIES --------------------- Heati.ng: 71194 Btu/hr / E1.10 * ( 105 F Supply - 65 F TStat ) 3 = 1618 cfm Cooling: 45449 Btu/hr ' / E1.08 * ( 78 F TStat -- 55 F Supply) 3 = 1830 cfm i 's f i 'q SPECIFICATIONS FOR RESIDENCE MR. AND MRS. VAUGHN PAUL AVE FERNANDO, LA QUINTA. CALIFORNIA ARCHITECT: DANIEL BEEN A.I.A. 1000 N. FARRELL DRIVE, #206 PALM SPRINGS, CALIFORNIA 92262 619-;25-5406 0 • TABLE OF CONTENTS SECTION TITLE PAGE DIVISION 1 DIVISION 2 SECTION 2A SECTION 3A SECTION 4A SECTION 5A SECTION 6A SECTION 6B SECTION 7A SECTION 7B SECTION 7C SECTION 7D SECTION 7E SECTION 8A SECTION 9A SECTION 9B SECTION 9C SECTION 10A SECTION 10B SECTION 10C SECTION 10D SECTION 11 SECTION 13 SECTION 15A SECTION 15B SECTION 16 TITLE PAGE TABLE OF CONTENTS GENERAL CONDITIONS MATERIAL SPECIFICATIONS EXCAVATING..EARTHWORK & SITE CLEARANCE CONCRETE MASONRY STRUCTURAL STEEL/MISC IRON & STEEL ROUGH CARPENTRY FINISH CARPENTRY., WOOD DOOR INSTALLATION ROOFING TILE SHEET METAL WORK CAULKING INSULATION BUILT UP ROOFING GLASS & GLAZING LATHING AND PLASTERING DRYWALL CONSTRUCTION PAINTING AND STAINING FINISH HARDWARE FLOORING COUNTER. TOPS AND CERAMIC TILE CABINET WORK APPLIANCES MISC BUILDING SPEC HEATING/VENTILATION/AIR CONDITIONING PLUMBING' ELECTRICAL, U DIVISION 1 • GENERAL CONDITIONS General Conditions are hereby made part of Division 1 and of this Section, and other Divisions and Sections as if set forth in full therein. A. ALLOWANCES Al.l allowances specified herein must.be included in the bid. If actual cost exceeds the specified amount; owner will pay the difference. If actual cost"is less than the specified amount; owner will be credited with the difference. B. DRAWINGS AND SPECIFICATIONS a. Drawinas which form a part of the Contract Documents and accompany these Specifications are listed in the "Index,to Drawings" and on•the drawings. b. Specifications which form a part of the Contract Documents` consist of Sections as listed in the "Index" in the forepart. of 'these Specifications. C. Division of the Specifications: For convenience, these Specifications are arranged in several trade sections, but such separations shall not be considered as the limits of • the work required by a subcontract or trade.. The terms and conditions of such limitations are wholly between the Con- tractor and his subcontractors. C. CODES AND REGULATIONS a. General: The Contractor shall comply with all laws, ordinances, regulations and building code requirements governing the particular work, including, but not limited to those of: (1) the Building Ordinances of the City of La Quinta, including the 1985 -Edition of the Uniform Building Code as adopted by the City of La Quinta, California. C2.? The construction Safety Rules of the Division of Industrial Safety of the State of'California. (3) The National Electric Code, 1987 edition. (4) The Uniform Plumbing Code of the Western Plumbing Officials Association,. 1985 edition. ' (5) Federal Standards of the Department of Labor, Occupational Safety and Health Administration, and all applicable State. County and City codes, ordinances, and regulations having _jurisdiction thereof. (6) Title 19. Public Safety, California Administrative I* Code, Chapter 1 State Fire Marshall. (7) The Rules and Regulations of the Board of Underwriters of the Pacific. (8) Title 24 Chapter 2 State of California Energy and Handicapped requirements. D. BACKING AND REINFORCING For equipment to be installed in this buildings, shall be by Contractor. E. MANUFACTURED ITEMS Manufactured items on this project and not specifically covered in specifications or on drawings are to be installed in" strict accordance with manufacturer's printed instructions. F. SCAFFOLDING Scaffolding shall be the responsibility of each trade requiring same. Scaffolding ;x1all be as approved by the State of California Safety Orders. CLIMATIC PROTECTION The Contractor shall provide and maintain heat, fuel, materials, and services necessary to protect all work and materials against , injury from extreme heat, cold, dry winds and dampness. H. DUST PALLIATION Throughout entire Contract period, effectively dust -palliate working area, and involved portions of site with such frequency as will satisfactorily allay dust during hours that work is being performed, and protect, as necessary, adjacent existing work and structures from dust, etc. Comply with the requirements of the City of Rancho Mirage. I. REMOVAL.OF TEMPORARY CONSTRUCTION Remove from site, temporary office facilities, toilets, barricades, storage sheds. utilities and other construction of temporary nature, as soon as progress of work permits, as deter- mined by the Owner, and recondition and restore portions of site occupied, to condition acceptable to Owner. J. SUBSTITUTIONS OF MATERIALS.AND EQUIPMENT Materials and equipment, including specially designated makes '6 UK� must be furnished as specified. except when equals are approved by the Owner. Equals will not be accepted unless the Contractor requests and receives permission in writing from the Owner to makes specific substitutions. Requests shall be made within sufficient time to allow the Owner to investigate the merits of the proposed substitution, and the Contractor shall present complete details with specific explan- ation of the characteristics of those details which differ from the Specifications. Requests for substitutions must be made within 35 days after award of contract. a. Requests for substitutions based on the above, when for- warded by the Contractor to the Owner, are understood to mean that the Contractor: (1) Represents that he has personally investigated the proposed substitute product and determined that it is equal or superior in all respects to that specified. (2) Will provide the same guarantee for the substitute that he would for that specified. (3) That he waives all claims for additioanl costs related to the substitution which subsequently becomes apparent: and (4) Will coordinate the installation of the accepted sub- stitute, making such changes as may be required for the work to be complete in all respects. b. Substitutions will not be considered if: (1) They are indicated -or implied on shop drawing submissions without the formal request required above; or (2) For their implementation they require a substantial revision of the Contract Documents in order to accomodate their use K. CLEANING Contractor and his Subcontractors shall from time to time remove all dirt and rubbish caused by their work, from the buildings and the site. At completion of the work, the Con- tractor shall thoroughly clean the interior and exterior of the buildings, including hardware, floors, roofs, sills, ledges, glass or other surfaces where debris, paint spots and dirt may have collected. All glass. sliding glass doors and mirrors shall be washed clean at. completion. C] L. DRAWINGS AND SPECIFICATIONS Are intended to show and describe details for the complete project. Parts and details not fully shown or described shall be detailed and executed according to standard first class practice and in similar manner and spirit of details which are shown on drawings or described in the specifications to the satisfaction of the Architect at no additional cost to Owner. If a subcontractor finds anv details which in his opinion are unsound. unsafe. or not waterproof, it is his duty to notify the Architect in writing of this fact. If work is performed as detailed, it is assumed that there is no objection to the detail No extra compensation will be allowed for differences between actual dimensions and those indicated on drawings. M. FIGURED DIMENSIONS follow in preference to scale,. and detail drawings in preference to small scale drawings. Check accuracy of all dimensions in field prior to any work being constructed or materials or products fabricated or ordered. Specifications and written notes and schedules on drawings shall be followed in preference to information furnished in the form of line drawings. Detailed drawings furnished during construction or accepted by Contractor or Architect are to be considered explanatory and not as changes to drawings and specifications. Notes, figures and details on said detail drawings shall be followed and executed as part of these specifications. N. ERRORS OR OMISSIONSwhich appear on drawings, in specifications or other Contract documents, subcontractors expected shall notify Contractor in writing of such errors or ommissions. In event of failure of subcontractors failing to give written notifications before construction or fabrications of work, he will be held responsible for the results of such errors or ommissions and the costs of rectifying same. However, drawings and specifications are complementary and work called for on one and not the other shall be provided as though fully set forth in both. 0. CLAIMS FOR EXTRA COSTS If Contractor claims that instru.citons from the Architect or Owner involve extra cost under this Contract, he shall give written notice thereof within a reasonable time after the receipt of such instructions, no later than 5 days therefrom, and, in any event, before proceeding to execute the work, except in emergency endangering life or property and the procedure shall then be provided for changes in the work.. No such claim shall be valid unless so made. P. PRODUCTS a. Manufacture: Products shall be new and of only one manufacturer for repetitive items used throughout the project. each item of equipment specified under each Section unless otherwise indicated on the drawings or • specifications. ,A r EXCAVATION. EARTHWORK AND SITE CLEARANCE • SECTION 2A The requirements of Division 1 apply to all work hereunder. A. SCOPE All work described in plans and specifications including, but not limited to: site grading, removal of plant material, site and mound fill and forming, footing excavation, slab preparation and trenching. B. WORKMANSHIP All fill and backfill to be compacted 95% under building and 90% elsewhere. Site grading to an 0.1 foot accuracy. IN .• .• i CONCRETE • Section 3A The -'requirements of Division 1 apply to all work hereunder. A. SCOPE Furnish and install all concrete. including formwork and reinforcing steel therefor, as shown on the drawings and specified herein, and except as specifically excluded below. B. WORK INCLUDED UNDER THIS SECTION The principal items of work included in this section are: a. Concrete foundations, slabs, and any other concrete indicated on the drawings. b. Formwork and steel reinforcing therefor. C. MATERIALS a. Reinforcing Bars: Bars for reinforcing shall be deformed, all of intermediate grade, conformint ASTM A-615, Grade 40. b. Cement: Portland Cement shall conform to the requirements . of ASTM Specification C-150-46 for Type 5 cement. c. Aggregates• (1) Fine Aggregate: Shall conform,to ASTM Specification C-33-44. i� (2) Coarse Aggregate: Shall conform to ASTM Sprcification C-33-49. d. Water: Water used in miring concrete shall be taken from a potable source. D. CONCRETE MIXES All concrete shall have a minimum 28 -day -strength of 2000 p.s.i. The concrete suppli,er will supply a certifidate of guaranteed minimum strength. No concrete shall have a slump greater that four inches (4"). E. INSERTS. ANCHORS, ETC. This contractor shall carefully check with all other trades be- fore completing forms and placing concrete. to determine that all ebedded items are in place in the forms. This contractor shall • set all miscellaneous anchors, bolts. ties, dowels, plates, etc. i� necessary to complete the work as detailed. Masonry contractor shall check dowels for his work prior to pour of concrete. CONSTRUCTION JOINTS Construction joints not indicated on the drawings shall not be used without the prior approval of the Architect. G. CONCRETE SLABS ON GRADE a. Subgrade shall be prepared for placing slabs on grade. Final finish grade shall be checked and any required adjust- ment shall be made. The ground surface shall be moist but free from standing water where concrete is placed. b. Slabs on grade shall be poured with the mix..using one'inch (111) aggregate and minimum water content. The slump shall,. not exceed four inches ( 4") . H. FINISHING a. Finish of concrete slabs under carpet shall be steel trowel finish. b. Natural color: broom finish: service yard. A/C pads, and side yard walks, where shown on Site Plan. C. Colored Concrete Finish: used on exterior slab areas: . driveways, patios, pool area, front walk. Provide sample for owner's approval. The area will have a 6" smooth border at edges and expansion joints with heavy rock salt finish in the field. Verify the color with the owner. d. Expansion joint: stainless steel cap with #3 rebar to be be continuous through expansion joint. (18"lap splice min.) e. As --a possible extra the concrete bid should include a cost to place #3 rebar at 18" O.C. in the driveway and front walk. f. As a possible extra the concrete bid should include a cost to place #3 rebar at 18" O.C. in all the remaining concrete. is _1 MASONRY Section 4A The' -requirements of Division 1 apply to all work hereunder. A. SCOP Furnish and install masonry as indicated and specified, complete. B. WORK INCLUDED UNDER THIS SECTION a. Masonry planter and garden walls. b. Masonry retaining walls. C. Reinforcing steel for masonry. C. WORK NOT INCLUDED UNDER, THIS SECTION Concrete footings, including reinforcing bar dowels. (See Section 3A) D. MATERIALS a. Concrete block units for walls shall be Grade A machine block conforming to ASTM Specification C-90-52, lineal shrinkage from saturated condition to oven dry condition shall not exceed .06%. Concrete block units..shall be as shown on drawings. Color to be natural. b. Portland Cement: ASTM C-150, Type 1 or 2, low alkali, as tested by ASTM C-227." Use on manufacturer's product throughout. C. Hydrated Lime: ASTM C-206 or C-207. Type S. I d. Sand: ASTM C-144, except not less than 3%, nor more than 10% shall pass a No. 100 sei.ve. e. Workability Admix: "Pozzolith" by Master Builders or "Plastiment" by Sike Chemical. f. Water: Potable, from domestic source.' g. Ties: All metal components shall be galvainzed. See details on structural drawings. h. Reinforcing steel: Bars - ASTM A-615, Grade 40; Tie Wire - Black annealed steel wire, not lighter than No. 16. '� MORTAR AND GROUT a. General: Mix mortar and grout'in approved mechanical batch mixer for not less that 5 minutes after adding mater- ials and water. Mortar shall have a minimum 28 -day strength of 2000 p.s.i. b. Retemperina: Do not retemper mortar which is unused one hour after initial mixing. F. BOND PATTERN AND WORKMANSHIP Block Walls: All walls shall be laid in running bond. Joints shall be raked joint. G. G^ t1T.JNO a. Reinforcing steel and other inserts shall be properly positioned before grouting starts. b. All reinforced cells of all walls shall be filled with grout. C. Grouting shall be done as the wall is laid 1.n, not to exceed 48" lifts. H. REINFORCING a. All reinforcing bars shall be installed as shown on the plans with a minimum grout cover of 1/211. b. Horizontal reinforcing shall be installed as the wall is laid, but the vertical steel will be positioned matching foundation dowels and shall be held firmly in place by means of wire brackets. Special care shall be taken to prevent movement or jarring while masonry is being placed. Ver- tical bars shall be spliced as noted on details. I. WATERPROOFING Waterproof inside of planters and retaining walls below grade with fiberglass sheets mopped in place. \• -1 STRUCTURAL STEEL AND MISC. IRON AND STEEL SECTION 5A The requirements of Division 1 apply to work of this section. 0 SCOPE Furnish Structural Steel and Miscellaneous Iron and Steel as indicated and specified, complete. B. WORK INCLUDED IN THIS SECTION This Section includes all str.'uctural steel and miscellaneous iron items shown on the drawings or required to complete the work, but for the Contractor's convenience, a partial listing of the major items follows: a) Steel columns and all items normally considered a miscellaneous metal item, and not included under work of other Sections. b) Angles and bolts for structural connections. c) All bolts connecting steel to concrete or masonry. d) Shop drawings. C. WORK NOT INCLUDED UNDER THIS SECTION Sheet metal MATERIALS a. Welding electrodes shall conform to ASTM Specification A-233. b. Miscellaneous iron shall conform to ASTM Specification A-36. E. CONNECTIONS Unless otherwise indicated, all connections between members shall be made by the use of welding or machine bolts. All bolted connections shall conform to the standards of the American Institute of Steel. Construction unless detailed otherwise. F. BOLTED CONNECTIONS Ordinary machine bolts shall be used for connections. Machine bolts shall be of such length as to provide full grip between nut and bolt, and there shall be no bearing on the threaded part of the bolt. lv 'G. •CLEANING AND STRAIGHTENING All materials shall be cleaned of all scale and rust. • WELDING All welding shall be done by the electric arc process in accordance with the requirements of the Uniform Building Code. I. PAINTING All steel which is not to be encased in concrete or masonry shall be thoroughly cleaned of all grease,,dirt, loose scale or rust, and given a heavy shop coat of paint, equal to Sinclair Paint Company 11. Q:D. zinc chromate primer. J. MISCELLANEOUS Furnish anchors, ties, dowels, bearing plates, clips, straps, and other miscellaneous iron and steel items shown on the drawings. Bolts extending through one or more wood members are specified under Rough Carpentry Section of this Specifica- tion. This Contractor shall furnish all other bolts required for the work. K. SHOP DRAWINGS Shop drawings of steel columns and principal items of miscellaneous iron and steel shall be submitted to the Architect, Contractor and Owner for approval prior to start of fabrication. • .• 0 ROUGH CARPENTRY SECTION 6A �e requirements of Division 1 apply to work of this section. A. SCOPE Furnish and install rough carpentry as indicated and specified, complete. B. WORK INCLUDED IN THIS SECTION Principal items of work include: a. All rough carpentry including trusses, sheathing, studding,. framing, blocking backing and wood nailers required for securing other work. b. Rough hardware incidental to this work. C. Joist hangers, framing anchors, bolts, l.ight gauge steel framing connectors, framing anchors, and post caps and bases. C. WORK NOT INCLUDED IN THIS SECTION, a._ Concrete form work. • b. Finish carpentry and millwork. U. STANDARDS a. Species: Use Douglas Fir for all rough carpentry work unless otherwise indicated. b. Grading• (1) Lumber: conform to "Standard Grading and Dressing Rules No. 16 of West Coast Lumber Inspeciton Bureau. (2) Plywood: Conform to latest edition of U.S. Products Standards P.S.I. C. Grade Marking: (1) Lumber: Each piece must bear grade mark of recognized agency. d. Surfacing: All lumber S4S, unless otherwise indicated. E. MATERIALS a. Lumber: USE GRADE Horizontal Load Bearing Members No. 1 Paragraph 123B, WCLB Studding and Blocking "Construction" Studding (2" X 3" to 2" X 6") Paragraph 122, WCLB No. 2 Paragraph 123 Other Vertical Load Bearing Members b. Grade of Structural Plvw000d: sheathhing shall be Structural using exterior glue. Dense No. 1 Paragraph 131 WCLB All plywood for structural 1, made with Group 1 species, C. Rough Hardware: Nails, bolts, screws, washers,. shields, Inserts, etc., American Commercial Standard -types and.as follows: . (1) Nailing: Use common wire nails; refer to details on drawings for specific mailing requirements. In absence of specific instructions use 16d nails for framing 2 inch thick material; 8d for 1'inch thick material. Drill nail holes, slightly smaller nails, where splitting occurs. Replace split or otherwise damaged structural members. (2) Bolting: Provide and install all bolts extending • through one or more wood members. Drill both holes 1/32" larger than bolt diameter, with members held in plane true to line. Ensure full engagement of nut., but projection of bolt beyond nut not to exceed..one bolt diameter. tighten bolts when installed and again immediately before concealing with further construc- tion, or upon completion of work. Refer to drawings for sizes of washer bearing on wood. M. PRESERVATIVE -TREATED LUMBER a. Use: Install treated lumber for plates, grounds, studs, or other members in contact with concrete or masonry. G. WORKMANSHIP a. General: Conduct work under direction of capable ex- perienced foreman. Accurately locate 'Members to line and dimension. Ensure full contact of timbers framed together. Ensure let -in members in full contact on two (2) surfaces. b. Cuttina: Do all cutting of wood members required for work of other trades. Carefully lay out work to avoid cutting of structural members. Obtain written approval of Architect 0 prior to cutting structural members. C. Joists: Lay joists with crwoning edge up. with full end bearings as detailed. Provide solid blocking 2" thick at • all bearings, unless otherwise indicated. Accuracy space to suit plywood sheathing. d. Wood Studs: All studs full length, double at openings and.triple at corners. Frame wails with single plate at bottom and double plate at top. Lap double plates at corners and intersections and minimum 4'-0" at splices. Shim sill plates to grade with nuts tightened and drypack space under sill bearing walls completely with stiff grout. e. Bridging and Bracing: Block studs wall and furring solid with 2" material at top, mid -height and bottom; fire stop- ping at mid -height of wals shall be herring -bone. Provide fire stops both vertical and horizontal directions in furred spaces. Cut in clocks wherever necessary for bracing or barking for applied finish of fixture. Cut -in 2" solid blocking between studs at all horizontal. joints in non-structural plywood wall sheathing. Install 2" X 31' bridging at 8'-0" maximum at floor or roof joists over 8" in depth. Drive up and nail bottom ends of bridging after floor or roof sheating is installed. Approved metal cross bridging may be used in lieu 1" X 3" bridging. f. Framing: Frame as indicated and detailed. Lay -rafters and joists crowning edge up. Frame in for vents and �• openings indicated or required. Provide bridging where Indicated. Frame openings for ductwork above finish ceilings and through walls. g. Backing: Provide wood backing as indicated or required to receive plumbing and/or electrical fixtures and equipement, cabinets, door stop plates and other fixed equipment. h. Plywood Sub -floor Install 1.1/8" plywod sub -floor by glueing on all supporting members and screwing in place with 3 1/2" screws each 8" O.C. at edges and 12" O.C. in the field. H. ROUGH HARDWARE Furnish -and install all rough hardware consisting of nails, hangers, anchors, spikes, bolts, screws, tacks, etc., including locks and hinges, etc. for temporary work, in accordance with the requirements.of the drawings and specifications. I. FINAL CLEAN-UP Rubbish and combustible material shall be removed from the job at the end of each working day. Upon completion of the work of this section, the Contractor shall remove all surplus materials resulting from the operations, and shall leave the areas involved in a neat, clean and acceptable condition as approved by the Owner. 11. .0 IS FINISH CARPENTRY, WOOD DOOR INSTALLATION SECTION 6B The requirements of Division 1 apply to work of this Section. A. SCOPE All work described in plans and spcifications, including but not limited to door frames and stops, shelving and poles, Installation of all doors. hardware. bathroom accessories, and open shelving. B. WORK INCLUDED UNDER THIS SECTION Principal items of work include: a. Furnishing and installing of all wood doors, frames and hardware thereof. b. Furnishing and installing of al.l closet shelving and clothes poles. C. Furnishing and installing of all miscellaneous accessories (towel bars, paper holders, medicine cabinets, towel.rings,. • and grab bars) and open shelving. Provides an allowance for material of $2500.00, this allowance is for purchase of all related hinges, stops etc. d. Furnishing and insta lling wood tambor at face of bar and kitchen with style and finish of material to be select by owner. C. WORK NOT INCLUDED UNDER THIS SECTION a. Wood formwork for concrete b. Rough Carpentry C. Furnishing finish hardware d. Drywall finish e. Thermal insulation f. Caulking g. Glass and glazing D. MATERIALS a. Doors:. (1) Exterior Doors, 1 3/4" thick solid core, by a major' • manufacture company, U..S. Plywood. Weyerhaeuser, or approved equal. (2) Interior Doors: 1 3/8" thick solid core, hardboard flush panel, by a major door manufacture company, U.S. Plywood, Weyerhaeuser, or approved equal. (3) Exterior Service Doors: 1 3/4" thick solid core, hardboard plush panel by a major door manufacture company, U -.S. Plywood, Weyerhauser, or applied equal, Include vents 'as required. (4) Front Door: 2" X 3'X 8' Solid Core, special door.' Provide an allowance of $2000.00 for the purchase of the doors but include cost of installation in bid. J Hardware: pulls, dead bolt, roller catch, flush bol.ts... and two pairs of 6" hinges per door. b. Door frames, stops and other miscellaneous exposed wood items shall be vertical grain Douglas Fir, B or Better unless otherwise noted. C. Clothes poles to be: 1 5/8" diameter one piece chromed poles `• d. Shelves and dividers: 3/4" plywood with morlite veener. E. GENERAL REQUIREMENTS a. Job Measurements: Take such field measurements as may be required. Report any major discrepancy between drawings and field dimensions to the architect before fabrication of work. b. Door shall be shipped in protective wrapping and shall be stored flat in a dry location. The Contractor shall be responsible for their condition after delivery. 0 ROOFING TILE • SECTION 7A A. WORK. INCLUDED UNDER THIS SECTInN Principal items of work include: furnishing and laying specified felts, roofing tile and tile fasteners. B. WORK NOT INCLUDED UNDER 'T'HIS SECTION Principal items of work NOT included: metal flashings, any metal work.. or any wood nailing strips unless specified. COLOR TO BE SELECTED Suncrete Rooftile C-138 (verify by owner) D. ROOFING FELTS FOR. UNDERTILE 1. Underlayment shall be applied over, a clean, sound, properly-drained roof deck, and shall conform to local . building codes. E. TILE FASTENERS 1. Nails: Galvanized or copper (3/4" penetration or through the roof deck). 2. Tile tie systems (select one): "Single Line" (Loop and Hook); Twisted Wire; Brass Strips and anchors. Call United State Tile Co.'s sales Department for special applications. 3. Others as approved by the Uniform Building Code. F. APPLICATION 1. Hip, Ridge and Rake tile shall be nailed and set in cement mortar or plastic roof cement. 2. All tile coming in contact with mortar shall be immersed sufficiently in water, to arnke correct bond. 9 11 SHEET METAL WORK. • SECTION 7B The requirements of Division 1 apply to all work hereunder. A. SCOPE Furnish and install all sheet metal work as shown on the drawings and specified herein, except as specifically excluded below. B. WORK INCLUDED UNDER THIS SECTION Principal items of work included in this section..are: �5. Ga.lvaized iron flashing, counter flashing, gravel stops, z bars, scuppers, metal roofing at fireplaces. b. Miscellaneous exterior and interior sheet metal shown on drawings and not included in other sections. C. WORK NOT INCLUDED UNDER THIS SECTION Steel tubing rl. GENERAL REQUIREMENTS 0 Job Measurements: Take such field measurements as may be required. Report any major discrepancy between drawings and field dimensions to the Architect before fabrication of work. E. MATERIALS Galvanized Steel shall be zinc -coated sheet steel conforming to ASTM Designation A93 --55T, commercial coating class (1.25 oz. per square foot). Gauges of sheet metal shall be as indicated and specified, except the minimum gauge for any galvanized sheet metal shall be No. 24 U.S.S. gauge. General.:. All workmanship shall be equal to best of standard practices in sheet metal shops. Form and fabricate all sheet stock accurately dimensions. Detail and assemble shapes to provide for expansion and contraction. Finish molded and brake -formed members with true. straight, sharp lines and angles. Cope intersections to an accurate fit. Provide factory -assem- bled mitered and welded external and internal corners. Roofing Sheet Metal Work is an integral part of the roofing, Iq. and it shall be installed simultaneously with the roofing. Sheet metal contractor and roofing contractor shall coordinate their • respective operations so that work will progress smoothly and without delay. All sheet metal must be primed for asphalt. H. GUARANTEE • • Issue a written guarantee to maintain the sheet metal work in a watertight condition.for a period of two (2).years after i recording of the Notice of Completion. 19 CAULKING • SECTION 7C The requirements of Division 1 apply to all work of this section. A . SCOPE Furnish and install all caulking and sealing as shown on the drawings and specified herein. B. RELATED WORK SPECIFIED IN OTHER SECTIONS a. Refer to Section Sheet Metal b. Refer to Section Windows C. Refer to Section Mechanical C. WORK NOT INCLUDED IN THIS SECTION Westhestripping of items, having weatherstripping as an integral.. part their construction. D. MATERIALS a. All sealants shall be applied to clean dry surfaces, free from grease, oil, curing compounds, paint, waterproofing compounds or other foreign matter which would tend to destroy or impair adhesion or proper wetting action. 0 b. All sealants shall be applied in strict accordance with the manufacturer's recommendations. E. GUARANTEE Contractor or subcontractor shall furnish a five-year (5) guarantee as to a watertight and weathertight job, against defect or failure from date of recording of Notice of Completion. • INSULATION SECTION 7D *e requirements of Division 1 apply to work of this Section. A. SCOPE Furnish and install Thermal Insulation indicated on the Drawings and as specified. B. WORK INCLUDED UNDER THIS SECTION Principal items of work 'include: a. Thermal insulation within all roof joists and within all exterior walls and interior wall as required in the drawings. C. WORK NOT INCLUDED UNDER THIS SECTION a. Insulation required under Mechanical Sections. b. Dry wall construction, including rigid soundboard insulation. D. MATERIAL Thermal Insulation: Fed. Spec. HH -1-521c, Minteral Batts, Type 1. Class B, with flanged foil or kraft membrane.on principal face. Building insulation batts installed in roof area shall be nominal 12" thick and have an installed Resistance ("R" factor), of not. less than 38, while batts installed in walls shall be nominal 6" thick and have and installed "R" factor of not less than 19, and the batts installed in the floor Joist area shall be nomial 12" thick and have an installed "R" factor of not less than 38. E. APPLICATION All work shall be performed by licensed applicators, shall comply with the recommendations of the manufacturer and the National Association of Insulation Manufacturers. All installation details including methods of fastening, shall be approved by the Architect before commencement of the work. • I V, BUILT-UP ROOFING 0 SECTION 7E The requirements of Division i apply to the work of this section. �L, . s(,npE Furnish and install built-up roofing work as indicated and specified complete. B. WORK INCLUDED IN THIS SECTION The principal items of work include: a. Built-up roofing b. Fiber cants C. Base flashing C. WORK NOT INCLUDED UNDER THIS SECTION a. Sheet metal work, including flashing. b. Roof vent - flashing provided and installed under Mechanical and Electrical Work.. MATERIALS a. Built -Up Roofing: Shall be "Flintkote" AAA -1-A gravel surfaced roof or approved equal. Materials shall be de- livered to the job site in original wrappers bearing the manufacturer's labels and shall be supplied by one manufacturer. b. Asphalt: Regardless of private label, asphalt shall be supplied by one of the following original sources: Doughlas. Union, American, Bitumals, Golden'Bear. C. Base Flashina not shown on drawings shall be supplied as required by roofing manufacturer to quality for a 20 -year flaring endorsement. d. Fiber Cants as shown on the drawings shall be 3' X 3' "Kaiser Fir -Tex" or approved equal. E. PREPARATION A pre -roofing conference shall be attended by representatives of the general contractor, roofing contractor, and built-up roof manufacturer i not less than 72 hours prior to commencement of built-up roofing wo:-k. During the conference, all work covered by this section shall be • thoroughly discussed and agreed upon by parties involved. It shall be the roofer's responsibility to assure himself that all decks are complete, metal fittings. vents, roof drains, water, drops and other projections are in place, and all surfaces free from tough spots and sharp projections. and in a condition to receive his work. He shall check carefully to see that all nails in roof sheathing are driven flush, knot holes and cracks over 1/4" wide covered with tin, and roof deck broomed clean. All roofing materials shall be protected from the elements at all times and shall be free from moisture suring installation. Contractor shall report any unsatisfactory, condition in writing to the architect. Commencing work constitutes the applicator's acceptance of the roofing deck. F. APPLICATION a. Built-up Roofing: shall be applied by a roofing contractor approved aby the roofing materials manufacturer in strict accordance with the manufacturer's published spcifications-for a 20 -year bondable roof, using Flintkote AAA -2-A specifica- tions. contractor shall furnish a notarized certificate.. from the built-up roofing manufacturer stating that the roofing applicator is franchised and approved. (1) All exposed asphalt shall be covered with roofing granules embedded inas phalt, to match the surface of the cap sheet, per requirement for Class A fire retardant • roofing. b. Flashings: (1) Flashings shall be installed in strict accordance with manufacturer's specification and as detailed on drawings, or using manufacturer's recommended details, as guide. Careful attention shall be given requirement for embedding all metal flanges 4" o.c. All sheet metal must be prime coated for asphalt. (2) Sheet metal is an integral part of roofing and installed simultaneously with roofing application.. Responsibility of coordinating work of both traes is an obligation under, this section. (3) Metal flanges. including all gravel stops, etc., shall be counter flashed in strict accordance with manufacturer's published installation specification, and as shown on the drawings. C�. SUMMARY OF ROOFING MATERIALS FOR 100 SQUARE FEET a. Nail -able Wood Decks (Specs AA -2-A) Asphalt Sprinkle Mopping 15 lbs. n 4 layers of multiple ply 15#(min) with the base sheet nailed • Level deck bitumen 25# per mopping between layers and 60# poured flood coat Roofing gravel - 1/4" 5/8" size TOTAL H. FLOOD TEST OF ROOF each 120 q 110. 400 645 lbs. Flood test of roof surfaces after ocmpletion to demonstrate waterproofness. Maintain roof coverd with water for at least 24 hours.. and obtain architect's approval before water is removed Repair any defects in roof and any damage to other work caused by leaks at no extra cost to Owner. this teat should occur before installation of drywall and insulation and again after construction completion. I. CLEAN-UP a. During progress of work covered by this section, roofing.. applicator shall keep his work and other areas affected free of debris caused by the work in this section.. b. At completion of word: herein specified, remove from the site all debris caused by the roofing application, clean all adjacent surfaces of asphalt and plastic cement, and leave the work area in an acceptable condition. J. INSPECTION, AFFIDAVIT AND GUARANTEE a. The architect shall reserve the right to order that not more than one (1) 12" X 12" cut-out per 100 squares of roofing betaken for weight check prior to application of the finish roof coating. b. Upon acceptance of the completed job by the architect, the roofing contractor shall deliver to the architect a written guarantee that all built-up roofing and flashing will remain watertight for a minimum period of two (2) years, or be repaired at the roofing contractors expense.. 40 GLASS AND GLAZING . • SECTION 8A The requirements of Division 1 apply to all work of this section. WHEME 12M Furnish and install all glass and glazing as indicated and specified, complete. B. WORK INCLUDED UNDER THIS SECTION The principal items of work included in this section are: a. Glazing of all required exterior openings . b. Mirrors C. Skylights C. WORK NOT INCLUDED UNDER THIS SECTION a. Finish hardware 17W. " .�;�_11E� a. All glass shall be graded in accordance with the provisions for • Fed. Spec. DD -G -451a. Each light of glass as delivered for installation shall have affixed thereto the manufacturer's grade label. b. Tempered Glass: 1/4" thick, tempered Libby -Owens -Ford Plate Pittsburgh Plate Glass Co., or approved equal. C. Glass doors and windows shall be Arcadia. Series 700 and 770. or approved equal. d. Skylights: Lane -Aire SDD 2852 (2) e. All exterior opening shall be dual glaze. f. All window frames shall have a white finish color. g. Windows in the living room, family room and master bedroom shall be Low -E. E. WOPKMANSHIP All glass shall be installed by experienced glaziers in accordance with "Specifications for Installation of Flat Glass" by Flat Glass Jobber's Association. Chicago, Illinois. Set all sheet Glass sc) that any waves, etc. are horizontal and convex side of glass is set to the outside. • PROTECTION AND CLEANING Protect finish frame surfaces durina construction with temporary coatina easily removable without damaging finish. Remove protective coating on exposed surfaces upon completion of work. v. GUARANTEE Provide a written guarantee for a period of two (2) years covering prompt repair or replacement of defective materials or workmanship at not cost to Owner. H. MIRRORS SHALL BE 1/4" POLISHED PLATE GLASS I. SHOWER, ENCLOSURE a. Frame: all frames shall be Polished Brass except her bath which will receive sating finish brass. b. Glass: Tempered verify pattern type with owner. • • a LATHING AND PLASTERING SECTION 9A The requirements of Division 1 apply to all work of this section. A. SCOPE Furnish and install lathing and plastering work as indicated and specified complete. B. WORK INCLUDED UNDER THIS'SECTION Principal item of work include: a. Lath and lathing accessories. b. Exterior plastering as detailed on drawings. C. WORK NOT INCLUDED IN THIS SECTION a. Framing to receive work of this section, including wood grounds. b. Metal flashing and special screeds are a part of the sheet metal work. Tile C. work. d. Drywall construction. D. SAMPLES Provide Job applied 24" X 2.4" samples of each type of plaster finish until approved. Submit duplicate samples of each plaster accessory and fastening for approval. E. OTANDARDS Materials and workmanship, except as modified hereinafter. in accordance with "Reference Specifications, lathing furring and Plaster.i.ng in California" of California Lathing and Plastering Contractors Association, Inc., latest edition, with current amendments. F. SrAFFOLDING AND PPOTECTION Provide. install and maintain required scaffolding, staging, trestls and planking, including protection of work of other trades. G. MATERIALS a. Lath: As may be required or permitted by Code to suit various conditions provide either flat, rib, or self furring. Use • expanded metal lath for soffits and wire mesh fabric for walls. (1) Expanded Metal Lath: Standard brand, copper -bearing steel. weight not less than 34 lbs per sq yd tagged, showing weight and manufacturer's name. At exterior, use expanded metal lath only on soffits and fascias. (2) Exterior Plaster Reinforcement: Shall be Number 17 gauge. galvanized 1 1/2" mesh wire fabric or 1" number 18 gauge electric welded wire fabric galvanized after fabrication. (3) Sheathing Papers: (for exterior plastering) All sheating paper for backing plastering shall be standard brand.• complying with: Federal Specifications for Paper;sheathing. waterproof, UU-P-546 Grade A, and shall weigh not less than four (4) lbs per 108 sq ft. b. Fetal Trim Accessories: "U.S. Gypsum "Superior", "PennMeta.l" "Wheeling", "MIlcor" or approved equal.Corner aid used shal"I" be the rounded type. C. Plastering Materials (1) Plastic Cement: Riverside, Colton or Calaveras "Plastic Cement", Monolith "Waterproof Cement", or Victor "Hydro Plastic Waterproofing cement." Use only one brand throughout. (2) Hydrated Lime: ASTM C206, Type S. (3) Sand: From approved sorces, non-reactive, ASTM C33, uniformly graded from coarse to fine, all passing a No. 20 sieve for finish coats. (4) Waterproofing Additive: "Red Label Suconem: by Super Concrete Emulsion Ltd., "Anti -Hydro", or approved equal. (5) Water: Potable, from domestic source. H. EXTERIOR LATHING a. Exterior Wall Lathing: (1) Wire shall be strung taut 6" o.c. over studs (2) Apply sheathing paper over wire with upper sheet lapping each successive layer of flet not less that 3#. The bottom sheet shall lap foundation 2". Paper shall be placed over window head and ,jamb flashing and under sill flashing. 0 (3) Metal reinforcing mesh as specified shall be applied over 24? felt with furring nails 6'" o.c. along each stud.Nails shall • penetrate 3/4" into racking and shall hold reinforcing mesh 1/4" from face backing. (4) Set all exterior trim pieces in non-drying mastic. (5) Do not extend lath through expansion Joints. b. Exterior Ceiling and Fascias• (Soffits or Overhangs) (1) Backing applied same as for walls. (2) Metal lath, except ribbed type, shall be attached to supports with 'not less than 1 1/2" No. 11 gauge, 7/16" head blued roofing nails driven home, spaced 6" o.c. Ribbed lath shall be attached to wood supports with nails or staples 3/8" longer that the aforementioned method. (3) Expansion screeds applied as directed. I. METAL ACCESSORIES Secure to lath at 6" o.c. Set true to line, plumb and level. Securely fasten with wire ties. galvanized staples, or concrete nails, as applicable. Secure corner beads, casing beads,.base screeds, and expansion Joints true, plumb and not exceeding 6" o.c.- MIXING PLASTER Mix plaster by machine for a minimum of 2 minutes. Mix no more plaster than can properly be placed within 1/2 hour after mixing. Allow no material to remain overnight in mixers or mixing boxes Thoroughly clean tools and Implements after use. K. PLASTER FINSHES Provide plaster finish as follows: a. Soffits and Walls:Smooth finish spanish texture, color is La Habra X-48 Meadbrook L. PLASTER. PROPORTIONS a. Scratch Coat: 1 -part plastic cement and 4 -parts sand, plastic cement for scratch coat. b. Brown Coat: 1 -part plastic cement and 3 1/2 to 4 parts. sand. C. Finish Coat: Inteoral!v colored finish coat as approved by City of La Ouinta. APPLICATION by • a. Protection: Provide waterproof protection under mixing -boxes or mixers, barrels and wherever mortar is piled on floor. Cover and protect ad,joingin work not to be plastered. b. Scratch Coat: Apply not less that. 3/8" thick, completely em- bedding lath, thoroughly scratched in one direction only, and keep at optimum moisture content with fog spray for 24 hours minimum before second coat is applied. C. Brown Coat: Apply not less than 3/8" thick for exterior and keep moist for 3 days and allow to cure for 10 to 14 days. N. PLASTER PATCHING AND CLEANING When all work under this contract, except painting,"has been completed cut out and fill all broken or damaged portions of plaster, repairing same and leaving work in perfect condition, with angles and lines clean and sharp, and surfaces clean and smooth., Apply plaster bonding agent.to edges to be patched before patching: O. CLEAN -UP --AND DISPOSAL During work and upon completion, remove equipment and materials when no longer required. As pertains to work of this section, leave building and site in clean approved condition. • DRYWALL CONSTRUCTION • SECTION 9B The repulrements of Division 1 apply to work of this section. A. SCOPE Furnish and install Gypsum Drywall Construction as indicated and specified, complete. B. WORK INCLUDED UNDER THIS SECTION Principal items of work include? a. Single and laminated gypsun drywall construcion, complete. a. Joint, edge corner and fastener head finishing. C. Texturing of gypsum wallboard exposed wall and ceiling surfaces, as directed by Owner. d. Coordination and cooperation with work of other trades. C. WORK NOT INCLUDED UNDER THIS SECTIONL a. Wood framing, furring and blocking to receive gypsum drywall construction. b. Thermal insulation c. . Painting and decorating other than texturing. D. GENERAL REQUIREMENTS a. All gypsum drywall construciton, including materials, handling storing, cutting installation, taping and finishing shall be in accordance with current printed recommendations and require- ments of governing Code Authorities and the manufacturer of gypsum drywall material approved for use. E. b. Submit samples of finishes of wall texture and acoustic texture for Owner's approval. a. Gypsum Board: Joint tape. taping and finishing compund to be products of Kaiser Gypsum Co. or approved equal. b. Metal Trim: Manufacturer's .standard products, with all outside corners having round corner nail -on trim. F. INSTALLATION '4n a. Complete Installation of all drywall construction shall be in accordance with the system manufacturer's Code -approved and spcifications, except as modified herein, as approved by the Owner. When one-hour fire -resistive construction Is required, the materials used and erection work shall be in strict accordance with governing Code Authorites and Underwriter's Laboratories, Inc. approvals, which shall govern wherever conflicting with these specifications. Install all wallboard and sound board from floor to bottom of floor Joists or roof joinsts on all interior partitions. b. Cut Gypsum Wallboard by scoring and breaking, or by sawing. Neatly scribe sypsim board to projecting surfaces. C. Attach Wallboard to members with approved screws a required by local ordinance. d. Stagger Gypsum Wallboard Joints: Arrange joints on opposite sides of a partition to occur on different studs. e. Install Single -Ply as Follows: Install with long edge running at tight anles to framing members. Bring boards—In'' contact, but do not force in to place. Fasten at 6" to 8" o.c. in the field of the board and staggered along vertical bbutting edges. Start installation at the floor, with sealed edge resting on floor. • f. All Joints., fasterner heads and other depressions in the surface of exposed wallboard, including surfaces to receive vinyl fabric with the manufacturer's instructions. 9 10 0 1 [ .M All exposed drywall and ceiling surfaces, wall covering finish shall be appropriately textured, using specified texture. Verify texture locations with Owner. Prepare sample textures for approval Ceilings: acoustic except at bath, kitchen and laundry (walls: heavy knock down texture) where they will match walls. H. CLEAN-UP AND REPAIR a. Upon completion and/or as work progresses, all cement, debris. rubbish, excess materials, tools and equipment shall be removed from the site and areas left acceptable broom cleaned and free of cement spots or spatter. b. Work of other trades damaged in performance of work of the section shall be repaired or replaced at no additional cost to the Owner. C. Wherever paper facing is broken or has indentations, or small holes or other face imperfections, the work shall be repaired with finishing cement and brought to true plane and retextured. • leaving surfaces entirely uniform in appearance. q 0 C. Plastering Materials (1) Plastic Cement: Riverside, Colton or Calaveras "Plastic-- Cement",.Monolith "Waterproof Cement", or Victor "Hydro Plastic Waterproofing cement." Use only one brand throughout. (2) Hydrated Lime: ASTM C206, Type S. (3) Sand: From approved sorces, non-reactive, ASTM C33, uniformly graded from coarse to fine, all passing a No. 20 sieve ,for finish coats. (4) Waterproofing Additive: "Red Label Suconem: by Super Concrete Emulsion Ltd., "Anti -Hydro", or approved equal. (5) Water: Potable, from domestic source. • • I 7� q- PAINTING AND STAINING SECTION 9C The requirements of Division 1 apply to all work of this section. SCOPE Furnish and install all painting and finishing B. WORK NOT INCLUDED IN THIS SECTION a. Anodized aluminum b. Factory finished surfaces. C. Concrete flatwork. C. MATERIALS Manufactured by W.P. Fuller Company, Dunn -Edwards, Sinclair Paint Company or approved equal. D. COLOR a. Verify colors both interior and exterior with Owner. Interior color to be in the light range close to D.E. 07-36P, Gull White, Navajo White. or D.E. 06-56P, Snowflake. b. Surfaces to be wallpapered shall be prepared as per manufac- turer's specificaiton. Verify locations with Owner. E. APPLICATION AND WORKMANSHIP General: Perform the entire work of this seciton with first-class ,journeyman painters and inaccordance with the best standards of practice. Apply materials smoothly, evenly, free from dirt, runs, brush marks, sags, or.laps. Each coat shall be uniform and when completed, presents a first-class and workmanlike appearance. F. CLEANING a. All rubbish, waster, or surplus manterials shall be removed from time to time and all woodwork. hardware, floors, or other adjacent work shall be cleaned up when so directed. b. All glass throughout all buildings shall have all paint or spots and brush marks removed, and upon completion of the painting word: shall be washed or polished on both sides. All glass that is scratched or damaged by the painter's work or while cleaning off the paint. from the glass shall be replaced as specified under the "Glass and Glazing" section of these specifications, at no additonal cost to the Owner. -40 C. Hardware and other unpainted metal surfaces shall be cleaned using • lacquer thinner or paint remover. No edged tools or abrasives will be permitted. d. Protect window frames at all times and clean thoroughly upon completion of the painting work. e. Perform any required patching and repair, or make restitution for any damage to work of tohters caused by painting operations. of this seciton. to Owner's satisfaction. G. GUARNTEE - WARRANTY -a. This contractor shall and hereby does warrant, and the general contractor shall and hereby does guarantee,.all defects of material and workmanship-for.a period on one (1) year from date of recording of the Notice of Completion. b. The above parties further agree that they will, at their own. expense, repair and replace all such defective work and'all other work damaged thereby which becomes defective during -.the terms of the Guarantee - Warranty. s -9 • FINISH HARDWARE SECTION 10A The'requirments of Division 1 apply to all work of this section. A. SCOPE Furnish all labor. materials, equipment, transportation and services necessary to complete the installation of all finish hardward, as shown on the drawings and specification herein. B. WORK INCLUDED IN THIS SECTION The principal items of work include: a. All hardward and installation required to equip building. b. All required templates. C. WORK, NOT INCLUDED IN THIS SECTION Cabinet hardware. D. FINISH HARDWARE ITEMS • All finish hardware shall be polished brass, Schlage, A/Locks, Orbit design. a. Provide and install all locks, locksets, hinges, and weather stripping. All finish hardware shall fully satisfy the intended function. b. All exterior door will receive a dead bolt lock in addition to keyed lock set and polished brass hinges. C. All double doors will receive flush bolts on the inoperable door top and bottom. d. All doors will receive a minimum of 1 1/2 pairs of hinges per door (primed for paint) E. CODES All hardware shall comply with applicable fire and building codes. F. GUARANTEE All hardware shall carry a two (2) year guarantee against defects in materials and workmanship. Defects reported within this period shall be corrected at.no additional cost to the Owner. FLOORING • SECTION 10B The requirements of division 1 apply to work in this section. A. SCOPE Furnish and install all flooring as indicated and specified complete. B. GENERAL REQUIREMENTS a. All floor materials shall be installed as per manufacturer's specifications. b. All floor materials shall be as selected by Owner. C. Include a carpet allowance of $30.00 per square yard. d. Include a tile allowance of $8.00 per square foot C. WORKMANSHIP Perform the entire work of this section in accordance with the best standards of practice.. All lines straignt, true plumb and level and tightly fitting. • CLEANING All rubbish. waste, or surplus materials shall be removed from time to time and all woodwork, hardware, floors, or other adjacent work shall be cleaned up when so directed. • COUNTER TOPS AND CERAMIC TILE • SECTION 10C The requirements of Division 1 apply to work in this section. A. SCOPE Furnish and install all counter tops as indicated and specified complete. B WORK INCLUDED IN THIS SECTION .Principal items of work included. a. All counter tops C. WORK NOT INCLUDED IN THIS SECTION a. Wood framing, furring, or backing b. Rough top on cabinets D. MATERIALS a. Ceramic Tile: color and type as selected by Owner. Installation per manufacturer's recommendations. All lines • straight, true, plumb and level. Provide independent cost of each item for owners review, include labor, and break out material (sq ft) cost. b. Coria.n: color and type as selected by Owner. Installation per manufacturer's recommendations. All lines straight, true, plumb, level, and tightly fitting. Provide independent cost of each item for owner's review, include labor and break out material (sq ft) cost. C•. Avonite. fireplace and bar and powder room. Installation per manufacturer's recommendations. All lines straight, true, plumb, level, and tightly fitting. Provide independent cost of each item for owner's review, include labor, and break out material (sq ft) cost. CI -1700., adobe brown. E. WORKMANSHIP Perform the entire work of this section in accordance with the best standard of practices. All lines shall. be straight, true, plumb level and tightly fitting. Edges on both,corian and avonite top shall be 180 degrees, 1 1/2" bullnose. F. CLEANING • All rubbish, waste, or surplus materials shall be removed from 3`► • • 40 time to time and all woodwork, hardware, floors or other adjacent work, shall be cleaned -up when so directed. • • 40 CABINET WORK. • SECTION 10D The requirements of Division 1 apply to work in the section. A. SCOPE Furnish and install all cabinets and cabinet hardware as indicated and specified complete. 13. WORK INCLUDED IN THIS SECTION Principal items of work include: a. Kitchen cabinets b. Bathrooms C. Linen and storage cabinets d. Shelving for clothes closets, linenclosets, broom closets, coat closets, pantry and storage. C_:. MATERIAL AND FINISH • a. Kitchen. European, flush panel, laminate, round edges top and bottom door and drawers. Interior to finish with marlite, heavy duty glide, hidden hinges, wire pulls (white). b. Bathrooms,bar and desk wood, stain grade, Burch, solid doors and drawers with quarter round edge, heavy duty glide, hidden hinges, with pulls to be selected by Owner. C. Linen, laundry and storage Paint Grade D. GENERAL REQUIREMENTS Type, construction, color and finish of cabinets shall be as selected by Owner. Cabinet details shall be reviewed with owner and subcontractor prior to finalization. 01 IM • APPLIANCE LIST SECTION 11 KITCHEN APPLIANCES: UMBER ITEM BRAND/MODEL/DESCRIPTION � 0 • GARBAGE DISPOSAL (2) DISHWASHER REFRIGERATOR LAUNDRY BUILT-IN IRON SYSTEM OVEN TRASH COMPACTOR HOT WATER DISPENSER COOKTOP COOKTOP CARTRIDEGES ICEMAKER ISE 77 KITCHEN AID, KUDA-220T, White SUB -ZERO 561 IRON AWAY, A-46 THERMADOR WC -CMT -231, White KITCHEN AID KUCC-151T, White INSINKERATOR, H-770,MAIN SINK,KITCHEN INSTANT HOT DACOR ECC -46 2 DACOR, EM -6 1 DACOR, BBQ -EM -5 1 DACOR, GRIDDLE.A-10 SCOTTSMAN r 1 LJ MISCELLANEOUS BUILDING SPECIALTIES SECTION 13 The requirements of Division 1 apply to work of this section. A. SCOPE Furnish and deliver all miscellaneous building specialties and install as required and specified herein. B. WORK INCLUDED UNDER THIS" SECTION a. Garage Door b. Metal Fireplaces C. Water filter d. Low -E Glass e. Music System f. Roof Ventilation Fan • g. Bar-B-Que h. Mist system i. Drinking Fountain j. Outdoor shower C. GENERAL REQUIREMENTS a. Submit shop drawings for approval in accordance with requirements of Division 1. b. All Dimensions shall be verified on the Jobsite to insure proper placement and fit. D. METAL FIREPLACE (2) Metal Fireplaces shall be "Phoenix" Mod. DF -41 by Marco Mfg:, Inc. x'52:0 I ndustry Way, Lynwood. Ca 1 i for'n i a 90262 E. GARAGE DOOR. Garage doors shall be a metal sectional with openers on each door. Provide an allowance of $2000.00 43 lip BAR-B-QUE Built-in gas bar-b-que, Ducanne 2002N6 G. Install a filter at the kitchen sink to supply the refrigerator ice -maker, the bar ice -maker, and the insta-cold water dispensor at the kitchen sink. H. MUSIC SYSTEM Provide wiring and speakers from locations in the living room master bedroom, family/kitchen/dining area, pool area to a home" base at the family room television cabinet. I. LOW -E -GLASS The dual pane glass that is used in the living room, family room and master bedroom, only shall be Low -E -Glass. J. ROOF VENTILATION FAN The garage area will have a ventilation fan to exhaust this area. The fan will be thermostatically controlled with a manual override switch. • MIST SYSTEM As a bid option the contractor shall co-ordinate with the owner a mist system that will cool the exterior of the master bedroom and livingroom. Provide an allowance of $4000.00 L. DRINKING FOUNTAIN There shall be provided at the pool area, power and water for a future installation of a drinking fountain. M. OUTDOOR SHOWER. On the exterior of the master bathroom a cold water shower shall be provided. • Gil • HEATING, VENTILATION AND AIR CONDITIONING SECTION 15A The requirements of Division 1 apply t -o all work hereunder. A. SCOPE a. Air cooled condensing unit. b. Exhaust fan. C. Refrigerant piping system with all fittings, support and other accessories. d. Ductwork systems for air supply, return and exhaust systems All systems complete with volume dampers, fire dampers, grilles. registers, diffusers, access doors, hangers and all..required accessories. - e. Insulation and covering for piping, equipment and ductwork:" f. Miscellaneous, including instruments, equipment supports, sleeves, flashings, vibration, isolation, bags and markings testing and adjusting, and all accessories and items necessary for a complete installation. • WORK NOT INCLUDED IN THIS SECTION a. Concrete work; including equipment concrete bases and pads. b. Electrical Work; wiring, conduits etc., except as otherwise specified. C. Painting, cutting and patching, except as otherwise specified. D. WORKMANSHIP AND MATERIALS a. Installation: The drawings show the general arrangement of all piping, ductwork and equipment. Any work indicated on the drawings. but not specifically mentioned in the specifications, or vice versa, shall be furnished and installed. It shall be the responsibility of the contractor to install his work' in such a manner that it will conform to the structure, avoid obstructions. preserve headroom and keep openings and passageways clear. b. The complete installation shall be made in accordane with requirements of all legally constituted authorites having :jurisdiction, including all regulations and rules of the State Board of Health, and State Safety Laws, County of Riverside. • C. Materials and Equipment shall be new and in perfect condition. Materials for similar use shall be of same type and manufacturer. • unless otherwise approved. No items of materials shall be installed for any purpose or in a manner not recommended by the manufacturer. Workmanship shall be best standard practice of the trade. d. Equipment Schedule. Unit to be Day and Night high efficiency. Zone Furnace Model Coil Condenser 1 394GAW048125 519B060 568DB048 2 394GAW048100 519B048 568DJ048 e. Duct Work: All ducts to conform to the requirements of "SMACNA" Low Pressure Duct Manuel. f. Grille: Floor Return: Metal Aire 2000 series Side Wall Supply: Metal Aire V4004D series Side Wall Return: Metal Aire RH series g. Mastic and web at all slab penetrations by return air ducts and and at connections with plenums to insure waterproof connections. h. Use curve blades with opposed blade dampers in all ceiling re- gisters. i. Use double reflection registers with O.B. dampers. J. Rough -in for electronic filters. NOTE: All registers (supply and return) to be oversized to insure silent flow of air. Specific sizing of registers and branch ducts shall be designed by A/C contractor and communicated to Architect PRIOR TO INSTALLATION. NOTE: All F.A.U. to have electronic ignition (pilotless). 1. The owner shall be provided with an alternate equipment bid using Lennox or equal. E. RULES AND REGULATIONS The complete installation shall be made in compliance with the requirements of all legally constituted authorities having .jurisdiction, including all rules and regulations of the State Health Department.. all applicable portions of the State Safety order. and all applicable rule=s and regulations of the local Fire 4 (� Department, the State Energy Code and the U.B.C., latest edition. . FLASHING Ducts: Wherever ducts penetrate roof, outer walls or waterproofing -- of any kinds, all base flashing and necessary counter -flashing shall be furnished and installed under the work of this section. Fl. EQUIPMENT INDENTIFICATION All equipment shall be identified by stencilled -on numbers corresponding too that scheduled on the drawings for the specific piece of equipment. Number. shall be sufficient size and location for convenient identification. i. REGULATING AND ADJUSTMENT This Contractor shall be solely responsible for all regulating and adjusting of the entire system. he shall adjust all..thermostats dampers, volume controls, turning vanes,etc. as may be required"t.o insure proper delivery and proportioning of air in compliance with required quantities. Where necessary to change fan speeds' to acquire air quantitie=s, this contractor shall make changes at no additional cost to the Owner. J. CLEANING • a. Removal of rubbish, excess materials, tools and equipment related to this portion of the work shall be the responsibility of this Contractor, or subcontractor, who shall remove them frequently during construction and upon completion of this work. • b. All parts of the apparatus and equipment shall be thoroughly cleaned. Exposed parts which are to be painted, shall be thoroughly cleaned of cement, plaster, and other material and all oil and grease spots removed with gasoline. Such surfaces shall be carefully wiped dry and all cracks and corners scraped out. 4 PLUMBING 0 SECTION '15B The requirements of D1v1_-lon 1 apply to a.11 work hereunder. A. SCOPE Furnish all labor, materials equipment and services required to complete the installation of the work of this section as shown on the drawings and described herein. Ell. WtjpK INCLUDED 1iNpER THIS SECITni-I The work shall include, but not be limited to, the following principal items: a. Sanitary sewer, waste and vent systems. b. Storm drainage system. C. Condensate draing systmem from air conditioning unit. d. Domestic hot and cold c•.=,iter system. e. Installation of plumbing fixtures, including trim. f. Insulation for equipment and piping. • g. Capped domestic water lines for connection to irrigation contractor. h. Excavation and backfill. i. Equipment connections as specified. j. Miscellaneous including hangers and supports, trap primers, vibration isolation, sleeves, flashing, tags and markings, testing and adjusting, and all accessores and items necessary for a complete installation. C. WORK NOT INCLUDED UNDER THIS SECTION a. Concrete work.. except as otherwise specified. b. Starters, disconnect, switches and all wiring, except as otherwise specified. c Painting. except as otherwise specified. d. Landscape Irrigation System, including valves and backflow prevention devices. .D . DRAWINGS OF RECORD 40 The Contractor shall provide and keep up-to-date a complete record set of blueline prints which shall be corrected daily and shall show every change from the original contract drawings. Prints for this purpose may be obtained from the Architect at contractors - costs. This set of prints shall be kept on the ,jobsite and shall be used only as a record set. This shall bot be construed as authorization for the contractor to make changes in the layout without definite instructions in each case. This set of drawings shall be delivered to the Architect at the completion of the project. E. WORKMANSHIP AND MATERIALS a.. In=,t.a.l l at Inn: The 'drawings show the general arrangement all piping, ductwork,, an equipment. Any work indicated on...the drawings, but not specifically mentioned In..the specifications, or vice versa, shall be furnished and installed. The contractor shall install his work insuch a manner that it will conform to the structure, avoid obstructions, preserve headroom and keep openings and passageways clear. The complete installation shall be made in accordance with requirements of all legally.. constituted authorities having ,jurisdiction. b. Materials and fixtures shall be new and in perfect condition. Materials for similar use shall be of same type and manufacturer, unless otherwise approved. No item of material shall be installed for amy purpose or in a manner not recommended by the manufacturer Workmanship shall be best standard practice of the trade. FIXTURE LIST The following is an appropriate list of the owner's typical choices. This list will change. This list will change, so for bid purpose use a material cost of $9000.00. This will be treated as an allowance figure. A. 2 Water Heaters - 50 gallon B. 1 Toilet - American Standard, 2007.01.2, White 1 Lavatory- Reed Watson 1601-16 1 Lav Trim- Owner to select C. KITCHEN 1 Sink- Kohler, K5910, six hole. white 1 Trim- Owner to select D . BAP, 1 Sink- Commercial Enameling, 22", 1 -hole white 1 Trim- Commercial Enameling. 722 • E.. LAUNDRY 4If i •d • H. I • 1 Sink- Commercial Enameling, "Big Foot", #790, white 1 Trim- Owner to select F. MASTER. BATH 2 Lays- Kohler. K2215. white 2 Trims- P.P.,•D49COhP, (handles), D15LGFF. 1 Toilet Kohler, K3397EB, white 1 Tub- Kohler, K.812. white K9696 P.B.-for jet trim K9616 P.B. grip rail K7162 P.B. drain 1 Tub Trim Altmans Roman Tub 3!4" value 1 Shower- Trim Owner to select G. BATHROOM #2 1 Lav- Kohler, K2210, white 1 Trim- Owner to select 1 Toilet- A.S. 2006.014, white 1 Tub- Kohler, K792, white K9696 P.B. for jet trim K9616 P.B. grip rail K7162 P.B. drain 1 Trim- Owner to select. H. OUTDOOR SHOWER Owner to select trim G. RULES AND REGULATIONS The complete installation shall be made in compliance with the requirements of all legally constituted authorities having jurisdiction including Uniform Plumbing Code, all rules and regulations of the State Health Department, all applicable rules and regulations of the local Fire Department. PERMITS AND INSPECTIONS Apply and pay for permits for the installation or construction of the work of this section required by any legally constituted public authorities having jurisdicition. Arrange and pay for any inspections or examinations so required and deliver certificates of all to the Owner. OPERATING TESTS After the entire plumbing installation has been completed, the contractor shall operate all equipment under normal conditions, make all required adjustments to automatic controls and shall test all systems and equipment for proper operation. M CLEANING Removal of rubbish, cartons, excess materials, tools and equipment related to this portion of the work. • Li/ ELECTRICAL 0 SECTION 16 The requirements of Division 1 apply to work of this section. A. SCOPE Furnish all labor, materials, equipment, and services and other items necessary to complete the electrical work in accordance with the arrangements: details. and locations indicated by the drawings and described herewith. The electrical work shall include, but is not limited to furnishing and installing the following items: B. WORK INCLUDED IN THIS SECTION a. Lighting and power distribution facilities, including switchboards, panelboards with feeders, branch circuit wiring, connections to outlets, and wiring devices including: connections to existing main panel. b. Lighting fixtures and lamps. C. Motor and other.power-consuming equipment rough -ins and connections. • d. Electrical grounding system e.- Digging, backfilling and compacting for the electrical..work. f. Music. System See Section 13 C. WORK NOT INCLUDED IN THIS SECTION The following items are not included in the work of this section. a. Painting, except as otherwise indicated or described. b. Motors and motor installation. except as otherwise indicated or described. C. Music, telephone equipment D. WORKMANSHIP AND MATERIALS is a. Material and equipment furnished shall be new and shall bear the inspection label of the Underwriter's Laboratory. b. The applicable standards for <:lual ity of material and workmanship include AIEE, ASA. NEMA, RLM and similar accepted standards in general use. F� r: 5?� C. Recessed lamp type: Halo 410 or approved equal Ae d. Vent fans at Master Bath and Powder Room. Laundry Room : Nutone OT -80 e. Switching system: Leviton switches through -out with slide dimmers ivory plate and rocker switches f. The stereo system will be provided by the Owner. g. Conduit: will.be used in conjunction with the phone system, subpanel feeds, and all major appliances. h. The security system will be provided by the Owner. I. There will be a switch at the master bed wall which will turn on the interior, exterior, and hall lights In the master bedroom area with the flip of one switch. .i. All fixture units and ceiling fans shall be selected by Owner An allowance of $3000.00 will be provided for these items. E. IDENFICATION OF CIRCUITS Panelboards, circuit breakers, disconnect switches, control stations shall be properly identified by means of descriptive name plates. CLEANING All rubbish, debris, cartons, wire ends shall be removed from time to time and at the completion of the work. r: 5?�