The URL can be used to link to this page

BLCK (05706) + SFD (04571)51701 Avenida Martinez 05706 04571 T4bf 4 4 a" P.O. BOX 1504 Building 5I-701 KAitmm 78-105 CALLE ESTADO Address LA QUINTA, CALIFORNIA 92253 "...... ST' 4MSII PROPERTIES TUC.. Mailing Address 92--85€3 SOMMA City Zip Tel. .PALM DESERT 92261) 619/346-2882 Contractor 011MA INTER Address State Lic.I City & Classif. Lic. If Arch., Engr., Designer Address I Tel. City IZip I State Lic. # LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business arid Professions Code, and my license,is in full force and effect SJGNATURE.' .t .. +r "- 4'...+r. . DATE ' OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,Busireas and Professions Code: Any city or county which requires a permit to construct, atter, irprove, demolish. or repair any structure, prior to its issuance also requires the applicant for such perms to lie a signed statement that he is licensed pursuant to the provsions of the Contractors 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 crw7 penally of not more than five hundred dollars ($500)- 0 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 irproves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. ff, however, the building or improvement is sok/ wftlein one year of completion, the owner -budder wig have the burden of proving that he did not build or irprove for the purpose of sale.) ❑ 1, 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 bull& or improves thereon, and who contracts for such projects with a contractors) licensed pursuant to the Contractor's License Law.) ❑ 1 am exempt under Sec a, & P.C. for this reason Date owner WORKERS' COMPENSATION DECLARATION I hereby affirm that 1 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 .s, ❑ Copy is filed with the city. ❑ Certified,copy ishereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed ff the permit is for one hundred dollars ($100) valuation or less.) I certify that in the perfomance of the work for which this permit is issued, I shall not =any ppeerson in any manner so as to become subject to the Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT: fl, after mal tg 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 shag 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 No. BUILDING: TYPE CONST. OCC: GRP. A.P. Number 773-141-010 05706 `Legal Description • Project Description eAzxzNG WALL' 2t x 110' Lenders Address This is abuilding permit when property filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. 1 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 Addre"s City, State, zip Sq. Ft. No. No. Dw. Size Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation .cr, PERMIT AMOUNT M Plan Chk. Dep. Plan Chk. Bal. Const. 45 • J Mech. Electrical Plumbing S.M.I. .14 Grading Driveway Enc. Infrastructure TOTAL 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 5/4182 Permit Validated by: Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SO. FT. ® $ UNITS SLAB GRADE 2ND FL. SO. FT. BONDING YARD SPKLR SYSTEM STORAGE TANK MOBILEHOME SVC. BAR SINK POR. gp, FT. ® DUCT WORK ROCK STORAGE GAR. SO. FT. ® POWER OUTLET ROOF DRAINS HEATING (FINAL) OTHER APPJEOUIP. DRAINAGE PIPING CAR P. I SO. FT. TEMP. POLE WALL SO. FT. GROUT DRINKING FOUNTAIN. SO FT ® FINAL INSP. URINAL ESTIMATED CONSTRUCTION VALUATION $ WATER SYSTEM WATER PIPING NOTE: Not to be used as property tax valuation _$ FLOOR DRAIN MECHANICAL FEES FINAL INSP. 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 VENTILATION KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE,TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER. B.T.U. SO. FT. ® c BATH TUB GAR. FIREWALL SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 1% c SEWAGE DISPOSAL SO.FT.GAR ® 3/ac HOUSE SEWER s•.,, GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL s TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBING UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING DUCT WORK ROCK STORAGE KFOUND. REINF.�'—,,Cr a GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. $ plus x$ _$ LUMBER GR. FINAL INSP. FRAMING FINAL INSP. ROOFING REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS ' GARDEN WALL FINAL 1 Budding 51- - 701 -Martinez Address , Owner Mailing Address ' 72-050 Samara Road City, •Zip T Pal% Desert 92260 Contractor 4 04571 P.O. BOX 1504 78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 Inc. J~ BUILDIN:'TYPE CONST. ' ' OCC. GRP. - • A.P.-Num I ber - 773-141-010 346-S23g Same a IZip I Tel. •-V State Lic. I City & Classif: Lic. # Arch., Engr., Designer Address _ Tel. CityIZip 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 effects .1'. .='^' 7' r v N "`". ° I r r` h r— SIGNATURES -- •may" 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, after, 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 thathe 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). 0 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.) O 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.) O 1 am exempt under Sec: B. t: P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION 1 hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, ora certified copy thereof._ (Sec. -3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed If the permit is for one hundred dollars ($100) valuation or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT: g, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address '-' This is a building permit when properly filled out, signed and validated, and is subject to expiration it work thereunder is suspended for 180 days. I certify that 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 Legal Description Project Description S.F.D. Sq. Ft. No. No. Dw. Size 1570 Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ $82 252 - stimated Valuation PERMIT AMOUNT Plan Chk. Dep. 10254,00 Plan Chk. Bal. 72.40 Const. 302.00 Mech. 36 hili Electrical T8 h 06 Plumbing 103.00 S.M.I.5.78 ' Grading 20.00 Driveway Enc. 20.00 0 Infrastructure TOTAL t; lb REMARKS ! _ A A 2 i 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 Permit Validated by: Validation: WHITE - FINANCE, PINK - APPLICANT, GREEN - BUILDING, GOLDENROD - ASSESSOR'S OFFICE, HARD COPY - FILE CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMEYNG FEES IST FL SO FT (a S UNITS ' UNDERGROUND YARD SPKLR SYSTEM 2ND FL SO FT. C SLAB GRADE iOUGH PLUM 6 MOBILEHOME SVC. BAR SINK POR SO FT a STORAGE TANK FORMS GARSO. FT. to POWER OUTLET ROOF DRAINS DUCT WORK DRAINAGE PIPING CAR P. I SO FT. ra I GAS (ROUGH) WALL SO. FT. (d DRINKING FOUNTAIN SO. FT. (it REINF. STEEL URINAL ESTIMATED CONSTRUCTION VALUATION $ JI&T MP. POLE WATER PIPING NOTE: Not to be used as property tax valuation FLOOR DRAIN MECHANICAL FEES WATER HEATER WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASH ER(AUTONDISH I APPLIANCE DRYER GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED E LAUNDRYTRAY AIR HANDLING UNIT CFM LUMBER GR. 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 LATHING SO. FT. @ c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID 114 c SEWAGE DISPOSAL FENCE FINAL SO.FT.GAR 3:c HOUSE SEWER 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 8 AIR COND. SOLAR SETBACK 66'&OUND PLUMBIN _ UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE iOUGH PLUM 6 BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC OIGH WIRIN / DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP.IEOUIP. REINF. STEEL / GAS (FINAL) L 1 JI&T MP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM E GRADING cu. yd. plus x5 =$ LUMBER GR. FINAL INSP. ,J FRAMING / ` - // TT ( FINAL INSP. ROOFING 0 , / INS Z "llc 2_ --' G:, O . n l b REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH NSULATIONISOUND of FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL Desert Sands Unified School District CERTIFICATION OF PAYMENT OF NOTICE: THIS®r U SCHOOL FACILITY FEES + UP1-M ENT CANNOT`Er) TO: City of La Qulnta 6 DATE: Department of Community Development 78-105 Calle Estado La Quinta, CA 92253 1-D 949 - This is to c tify developer of hich is located at — within this District, has paid school facility fees po ed pursuant to the authority ger er(t by G ernment ode Sec ion 5 080 i the amount o / 72 coo e a/a tCoottal of square feet of ( " ) res dential' or / ( ) industrial/commercial-development and that building permits for this footage in this development may now be issued by your jurisdiction. ,tel /5-70x C0%= L It I • for DESERT SA DS -UNIFIED SCHOOL DISTRICT rl White (7-BLIcling Department • Yellow - Facilities Planning • Pink - Accounting • Gold - Developer (10)-37 CD Z O U W Z O W U) W Z 0 W W 4 +Y'^ir f-,}' . P'," ;l.. s. ''::5; . r .Rx:v l;•,r ;R I. ,: fj l.,.r t,'- '1 Sk COUNTY OF RIVERSIDE DEPARTMENT OF HEALTH Assessors Parcel No. - ENVIRONMENTAL HEALTH SERVICES PERMIT APPLICATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM Applicant: Submit this form with four copies of a scaled plot plan (1-20 scale) drawn to County speculations as indicated on the attached checklist. A non-refundable filing fee (see below) is required when the application is submitted. Check must be made payable to the County of Riverside. Approval of this application shall remain valid for a period not to exceed one year from date of approval. VERIFY ITEMS IN SECTION A FROM BUILDING & SAFETY APPLICATION BUILDING DEPARTMENT APPLICATION LOG' # Agent Contractor, Contact Pe o UN C'd E %1' '3' .L iS/C Phone 3'/6'?S Address & Phone .Q- S S .ti L✓°l 3 i C Owner Phone Mailing Address .- City G / UZTi State Gig - Zip Job Property Address - Legal Description Prop. (PM, Tract, Lot) -7oi Al Z_v 9 , Lot Size Water Agency/Well Use of Permit P/P, CU, etc. Other Dwelling, MH Site Prep, etc. Signature of -Applicant Date CATEGORY: REV CODE FEE CATEGORY: REV CODE FEE .9 SUBSURFACE DISPOSAL 1238$45.0 J ❑ SITE EVALUATION UPON REQUEST 7349 $42.00 ❑ MULTIPLE PARCELS WITHIN SAME (NO PLOT PLAN) LAND DIVISION ❑ SEWER/SEPTIC VERIFICATION 7348 $11.00 Ir a. 1st 4 Parcels (Each) 1238 $45.00 (Less than 1 year) 'J, P. Each Parcel after 4 7344 $16.00 ❑ PRELIMINARY ELECTIVE 7352 $45.00 17 Rereview (2nd review same parcel) 7344 $16.00 EVALUATION (Attach DOH SAN 53) ❑ Site Evaluation in Conjunction with ❑ HOLDING TANK 7351 $45.00 Critical Area 7346 1 $86.00 ❑ ALTERNATIVE/EXPERIMENTAL 7345 $132.00 ❑ Site Evaluation Lot Less than SYSTEM 10,000 Sq. Ft. 7347 $86.00 ``INITIAL DAT C. Li,LY l ( Holding Tank Agreements Completed ❑ Yes No - Certification of Existing S.D. System Required ❑ Yes No WQCB Clearance required. (Attach Form ❑ Yes E No DOH SAN 007, Santa Ana Region Only) Soils Percolation Report Required. ❑ Yes E No Special Feasibility Boring Report Required. ❑ Yes E No Detailed Contour Plot Plans Required (1 to 5 ft. interval) ❑ Yes No Other ❑ Yes No Staff Specialist Lot Inspection Required ❑ Yes No Lot Inspection Date Soils boring report by' D A. ` Project # Date Soils Map Page Soil Type Approved by Date No. of Systems Type of System(s) • No. Dwelling Units (1) Septic Tank Soil Rate Grease/Sand . ❑ Holding Tank ❑ Existing Bedrooms, Fixture UnitsGre7GaI 'tcp I JKNew ❑Replacement (2) Leach Line Sq. Ftf Bottom trench area' Sidewall allowan ft rock/ sq. ft Install Lines) Z fL long ft wide with min. inches /low drainlines or Leach B sq. ft of om area per running/ ❑ NA Leachlines/bed special design for slo (3) Pit Diameter No. Pits Pit Below Seepage Pit Total Depth Other. Applicable \/ Inlet (BI) r N/A Overburden factor 115 C3` 6 ' Z V Max. All able Depth No. 2 System REMARKS: G'Kl IUU /. cxPa, Sr4 G1.tiQc, . r This application is APPROVE /DENIED for the category checked in SECTION B above, regarding the design of a subsurface disposal system as indicated on the accompanied plot plan, using the requirements set forth in SECTION C above. A building permit is necessary for the installation of the above -designed system. No construction is permitted in the required reserved 100% expansion area. 007 Septic tank and sewer lines must be 50' minimum from any wells Leach lines must be 100' minimum from any wells, including expansion area 62,C,. Seepage pits must be 150' inimum from any wells, On,luding expansion area S^ a \V M . Wu -U, x i( ( J ,'42-S Signature of Health Official Date RECEIPT NO. ri Issued By 1 Date G I (C? DISTRICT: ❑ Riverside, I Indio ❑ Hemet ❑ Perris ❑ Rancho Calif. ❑ Blythe DOH SAN 122 (Rev. 5/88) DISTRIBUTION: WHITE - Office file YELLOW - Applicant . PINK - Bldg. Dept. GOLDENROD - Plans/Records iq -SvrA-A"i -E"z o',.FABRICAOR SERVING SOUTHERN'CALIFORNIA COMMERICAL RESIDENTIAL .85435-8 'MIDDLETON ST. THERMALiCA. 0 , I t t i 1 I , I c` m •10 -MY SEE Dll.(iW1NU A113 ILK i.Lvu" ` 6X8 53. 8" M6X853' 8" 5X6 52' 8" 52' 8" 4X6 36' 8" 38' 8" 5YM ABOUT T2(Ass, A I 7X8 53' 8" 7X6 52' .10"11 7X8 153*6X6 45X4 3 Special Detail req'd for spans over 50'5" < 8X14) 50' 5" 7X8 42' 0" 6X8 38' 8" 7x10+(2)3x4 8x14 8x12 6x6 4X4 53' 8" 3X4 43' 6" 2.5X4 35' 7" 41f 4X4 53' 8" 3X4 42' 0" 2.5X4 34' 7" -- .. 1 WEBS 2X4 #3 HF, FL, OR SO.P--UNLESS ;JAN 9V 1984 9,el OTHERWISE SHOWN. ALSO SEE CLB CHART •T. WEB FL ATTACH X LB CONT.LATERAL BRACETO TOr, '' TO EACH WEB WITH (2)- 8D NAILS. WEB NO CLB ONS CLB TWO CLB \ °"._ .,i 2 TO TO SPAN 3) TD 39'I TO 5 TO SPAN i ++ - bLUC K REQUIKDL ""0" r"nao PROJECTS MORE THAN ONE INCH. SEE DRWG# A130 FOR PLATE LOCATION 7X6 53' 8" AND ORIENTATION ON TYPICAL JOINTS. [181 " PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT LOCATE TOP CHORD INTER -PANEL SPLICE WITHIN 6" OF PANEL 1/4 -POINT. 4X4 53' 8" 3X4 44' 5" ++Block same grade as B.C. 2.5X1 36 • 4' 0 u 3 a : • WIUY11 FL E = r - f .. 4.00 Arav 2.00 rig] 6 EO. TC PANELS 1.5X4 53' 8" 6 EO. BC PANELS 1.5X3 42' 8" MEASURED FROM 1X3 34' 8" 4X16 53' 8" INSIDE SCARFS < 8X14) 38' 3" 53'8" 7X8 1321 0" 41'6 7x10 (2)3x7 53'8" 40'2" 8X14 33' 5" <XX> " MAX SPAN 30'5" 8X18 31' 2" FOR PLATE 53' 8" -MAX PLHTE TYPE --ALPINE lRIlESS THESE SPECIFICR71ONS FOR LUMOER AND TRUSSES REQUIRE EXTREME CARE IN HANDLING, *IMPORTANT** LIN&INE CONNECTORS ARE FOLLOWED AND TIIE WARNING ERECTION IU40 GRACING. SEE 'UYT-76' Till) -,ES BUILT IN CGNFOI:MAiN10E WITH -nURLITY CONTROL MANUAL- BY *IPI, IBRHCING WDOD TRUSSES: CU191ENTARY R40 RECB,'YIENIORTIONS- THERE SHALL DE NO WHRIIIN7IES OF THIS DESIGN, EXPRESS DR IMPLIED. •TP11. SEE THIS DESIGN FOR ADDITIONAL SPECIRL BRACING ALPINE L0HhECTORS ARE MANUFACTURED FROM 20 GAUGE GALVINIZEO STEEL REUUIREMENfS. UNLESS OTHERWISE REU•0, TOP CHORD SHALL .UNLESS OTHERWISE '3IOWN, MEETING REQUIREMENTS OF RSIH 8446 GRADE R. BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWO131 WPLY CONNECTORS TO BOTH FACES AT EACH JDINT AND LOCATE RS SHOWN. SHEATHING, BDITOM CHORD VIJH RIGID CEILING OR BRACING 'ING 910TIIS ARE 11' NIA1TNRL UNLESS OTHERWISE SHOWN. OE616N RT MRXIMUR OF 10 FEET 0. C. DD NOT USE THIS DESIGN IOS CONFORM VITH RPPLICFIBLE PROVISIONS OF &NDS -77 AND m1PI-78 I VITIL FIRE RETIVIOANT TREHTEO LUMBER. r --TPI - TRUSS PLATE INSTITUTE, NOS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION MIN BRG 4X14 49' 6" V I 3X12 42' 5" - 3X9 31'18" 32' •11" 3X8 28' 4" < 8X14) 38' 3" 53'8" 7X8 1321 0" 41'6 7x10 (2)3x7 53'8" 40'2" 8X14 33' 5" <XX> " MAX SPAN 30'5" 8X18 31' 2" FOR PLATE 53' 8" -MAX PLHTE TYPE --ALPINE lRIlESS THESE SPECIFICR71ONS FOR LUMOER AND TRUSSES REQUIRE EXTREME CARE IN HANDLING, *IMPORTANT** LIN&INE CONNECTORS ARE FOLLOWED AND TIIE WARNING ERECTION IU40 GRACING. SEE 'UYT-76' Till) -,ES BUILT IN CGNFOI:MAiN10E WITH -nURLITY CONTROL MANUAL- BY *IPI, IBRHCING WDOD TRUSSES: CU191ENTARY R40 RECB,'YIENIORTIONS- THERE SHALL DE NO WHRIIIN7IES OF THIS DESIGN, EXPRESS DR IMPLIED. •TP11. SEE THIS DESIGN FOR ADDITIONAL SPECIRL BRACING ALPINE L0HhECTORS ARE MANUFACTURED FROM 20 GAUGE GALVINIZEO STEEL REUUIREMENfS. UNLESS OTHERWISE REU•0, TOP CHORD SHALL .UNLESS OTHERWISE '3IOWN, MEETING REQUIREMENTS OF RSIH 8446 GRADE R. BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWO131 WPLY CONNECTORS TO BOTH FACES AT EACH JDINT AND LOCATE RS SHOWN. SHEATHING, BDITOM CHORD VIJH RIGID CEILING OR BRACING 'ING 910TIIS ARE 11' NIA1TNRL UNLESS OTHERWISE SHOWN. OE616N RT MRXIMUR OF 10 FEET 0. C. DD NOT USE THIS DESIGN IOS CONFORM VITH RPPLICFIBLE PROVISIONS OF &NDS -77 AND m1PI-78 I VITIL FIRE RETIVIOANT TREHTEO LUMBER. r --TPI - TRUSS PLATE INSTITUTE, NOS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION MIN BRG SPAN 7" V I *+ " BOTTOM CHORD CHECKED FOR 18 PSP LIVE LOAD ALPINE ENGINEERED PRODUCTSlINC. P.D. BOX 2225 POMPANO BERCH,FLORIOR 33061 A 305-761-3333 DESIGN CRITERIA UBC TC LIVE LOAD a 16.0 PSF TC DEAD LOAD - 14.0 PSP *+ BC DEAD LOAD o 5.8 PSP TOTAL - 35.8 PSP DUR. FACTOR 1.25 SPACING 24.0" OC F IR OVERALL SPANS LARCH 2X6 TC 2X4 BC 2488F -2.8E 53' 8" 53' 8" 2258P -1.9E 52' 3" 53' 5" M 2100F -1:8E 58' 10" 49' 11" 1950F -1.7E 49' 1" 45' 11" R 1800P -1.6E 47' 5" 41' 7" 1650F -1.5E 45' 5" 37' 18" 1458P -1.3E 42' 2" 31' 4" #1 MC -15 45' 2"41' 7" V I #1 02 MC -15 43' 3" 42' 2" 38' 11" 35' 3" $ 82 39' 8" 32' •11" LORDING SPACING 35.0/1.25 24.0" 2X6/2X4 PITCH 66KBS KK q.01)02.00/12 SPANS TO. 53' B" COPYRIGHT 1981 4828648 3/87/81 "PATJ 4A_GSn_. 48 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR A -M6 -SCIS- 19/l.Z -lb+lf+ cs SM JOB: SPA MJC This design nas been prepared trom_computer i TOP CHORD 2X4 FIR -LARCH #1 BOT CHORD 2X4 FIR -LARCH #2 WEBS- 2X4 HEM -FIR STAND., EXCEPT AS SHOWN :W1 -2X4 HEM -FIR STUD Rt. Block - 2X4 #1 F.L. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 13.01 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." Truss designed with equal panels between inside ends of scarf cuts unless otherwise noted. + Bottom chord checked for 10 PSF live load. Run vertical thru to brg. i s 3 3X8 1T7 2. X4 R-1D3B# 41- 3.50" 5X4 2'. 5X1+ — 13-3-0 17-0-0 PROVIDE FOR HORIZONTAL.MOVEMENT AT ONE SUPPORT. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA. INCLUDING DIMENSIONS AND LOADS. CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. %2usr— 12 D 7X10 3X9 R-10384 N- 3.5D-- 4-0-8 1 39-0-0 Stubbed To 1 30-3-0 OVER 2 SUPPORTS PLATE TYPE --ALPINE SEON--B758G2 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR SPA REV 10.4.2 S"ERLE - D.2500 R -PINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT U REF 0 0 o Q o o *1E I M P ORT RN T i* SHHLL NOT BE RESPONSIBLE FOR ANY W RRN I N G IN HANDLING, ERECTION AND O QROFESSIDy - N - - 7 O O O O = DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM ORRCING.SEE -BYT-76-,(BRACING 9000 TRUSSES= 1Q4' ,M R- 'y p/fy TC LL 16.0 PSF DATE 10/11/85 O O(TRUSS O O THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMIaE CON7ENTRRY AND RECI)MMENOATIONS-•TPI). SEE y . ?• Z O OC= O WITH TFE -QUALITY CONTROL MANUAL- BY TPI. ALPINE. CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMR- 3 TC DL 114.0 PSF DRVG . 3 010 503 0 00 o ARE MANUFACTURED FROM 2D GAUGE GALVANIZED STEEL UNLESS NEAT BRACING REOUIREMENIS. U14LESS OTHERWISE No. 13673 " 8C DL + 5 . 0 PSF CR -ENG LW N OTHERWISE SHOWN, MEETING REQUIREMENTS OF ASTM R446 GRADE A. SHOWN, TOP CHORD SHALL BE LRTERALLT BRACED O U APPLY CONNECTORS TO BOTH FACES RT EACH JOINT RFD LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING, // TOT. 35 0 PSF OtR LEN. 30-3-0 SHOWN. BEARING WIDTHS ARE 4- NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRACING o U DESIGN STRNDFROS CONFORM WITH APPLICRBLE PROVISIONS OF AS SPECIFIED ON DESIGN. 00 NOT USE THIS OF CAllFO DUR . FAC. 1.25 24.0. 2 5 PITCH 4.0/12 1 -NDS -82 AND •TPI -78 OR PCT -80. DESIGN PITH FIRE RETARDANT TREATED LUMBER. SPACING TYPE COMN O O U= O l l •-TPI - TRUSS PLATE INSTITUTE, NOS - NRTI01Y31 DESIGN SPECIFICATION FOR YD00 CONSTRUCTION /&//1/ i Detail for fabrication of Bottom Chord Filler to be used to produce a flat Bottom Chord of variable length. Refer to appropriate design for lumber, plates, and other data not shown here. *lx4 Continuous Lateral'Bracing @ 10'0" O.C. (max). Attach w/2 -8d nails. Furnish copy of this drawing to erection contractor so he will know of this requirement. See Special Cant Design for lumber, plates and other data not shown here 3x4's with Cant _0_ Cantilever length as required. 3x4 1 ocmCM d cm -STRNDHRD- o . 2 nLP I NP-- C=3 D 4cza -- O 0 TRUSS M 2x4 " 2x4 1x4 5x4/sp1. 2x4 / 2 So.Pine (TYP•) or Fir -Larch Filler Length As Required Truss Span RLPINE ENGINEERED PRODUCTS,INC. P.O. BOX 2225 POMPRNO BERCHIFLORIOR 33061 FILLER DETAIL. • 305-7B 1-3333 A115 r a i . I ,t "i RBOUT 5X4 1241. 7" 1X3 24' 7" 5X4 24' 7" WEBS 2X4 #3 HF, FL, OR SO.P--UNLESS OTHERWISE SHOWN. SEE DRWG# A130 FOR PLATS LOCATION AND ORIENTATION ON TYPICAL JOINTS. _ 3X4 24' 7" m 2 EO. TC PANELS 2 EO. BC PANELS MEASURED FROM INSIDE SCARFS MIN BRG SPAN 24' 7" 24' 7" 24' '7" 24' 7" 24' 7" 23' 3" *+ - BOTTOM CHORD CHECKED FOR 10 PSF 24' 7" MRX LIVE LOAD PLATE TYPE --ALPINE oress. UNLESS THESE SPECIFICATIONS FOR LUMBER ANO WARNING TRUSSES REQUIRE EXTREME CAREE Ii-BWTING, rtIMPORTRNT* ALPINE CONNECTORS ARE FOLLOWED AND THE ERECTION AND BRACING. SEE "BYT 76' IL TRUSSES BUILT IN CONFORMANCE WITH "DUALITY CONTROL MANUAL' BY ■TPI, iBHRCING WOOD TRUSSES CDMMENI'ARY AND RECDMMENOILTIONN o► THERE SHALL BE NO WARRANTIES OF THIS DESIGN, EXPRESS OR IMPLIED. .TPI). SEE THIS OESICN FOR ADOITIONAL SPECIAL BRACING No Tf36J8 ALPINE CONNECTORS ARE MRNUFACTURED FROM 2D GAUGE CALVANIZEO STEEL REOUIREMENTS. UNLESS OTHEHYISE REO'D, TOP CHORD SHA110 LL UNLESS OTHERWISE SHOWN, MEETING REQUIREMENTS YWD ASTM R446 GRADE R. BE LATERRLLBDTTOMCHDHDIYITHTH RRIGIDYCEILINGRiiRcHOR BED LRRCING APPLY CONNECTORS TO BOTH FHCE6 HT EACH JOINT AND LOCATE AS SHOWN. SHERTIIING, I v 1 BEARING WIDTHS ARE 4' ' NGIIINAL UNLESS OTHERWISE SHOWN. DESIGN HT MH)LILTUM OF 1D FEET 0. C. DO NOT USE THIS DESIGNOi CAUT STHNORRUS CONFDRI WITH HPPL.ICABL.E PROVISIONS OF ■NDS -77 AND ■1PI 78 WITH FIRE RETARDANT TREATED LUMBER. .--TPI - TRUSS PLATE INSTITUTE, NDS - NRT•IONRL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION vn•nrl TllA FURNISH A COPY Ur Tnln UDDAt20 iv un -"• "--•------ .u— IL _o _t ALPINE ENGINEERED PRODUCTS,INC. P.O. BOX 2225 POMPANO BERCH,FLORIOR 33DGI L 305-781-3333 DESIGN CRITERIA UBC TC LIVE LOAD - 16.8 PSP TC DEAD LOAD - 14.8 PSF *+ BC DEAD LOAD - 5.8 PSF TOTAL - 35.$ PSF DUR. FACTOR 1.25 SPACING 24.8" OC II FIR OVERALL SPANS LARCH 2X6 TC 2X4 BC 2488F-2.BE 24' 7" 24' 7" 2258F -1.9E 24' 7" 24' 7" n 2188P-1.BE 24' 7" 24' 7" g 1950F -1.7E 24' 7" 24' 7" R 180OF-1.6E 24' 7" 24' 7" 1658F -1.5E 24' 7" 24' 1" 1458P -1.3E 24' 7" 22' 4" j%j 18 1986 24' 7" 24' 7" 24' '7" 24' 7" 24' 7" 23' 3" V I S #2 i 22' 5.. • On4.11. S . yP; o Nis/ LORDING ALPINE ENGINEERED PRODUCTS,INC. P.O. BOX 2225 POMPANO BERCH,FLORIOR 33DGI L 305-781-3333 DESIGN CRITERIA UBC TC LIVE LOAD - 16.8 PSP TC DEAD LOAD - 14.8 PSF *+ BC DEAD LOAD - 5.8 PSF TOTAL - 35.$ PSF DUR. FACTOR 1.25 SPACING 24.8" OC II FIR OVERALL SPANS LARCH 2X6 TC 2X4 BC 2488F-2.BE 24' 7" 24' 7" 2258F -1.9E 24' 7" 24' 7" n 2188P-1.BE 24' 7" 24' 7" g 1950F -1.7E 24' 7" 24' 7" R 180OF-1.6E 24' 7" 24' 7" 1658F -1.5E 24' 7" 24' 1" 1458P -1.3E 24' 7" 22' 4" 1/13/81 A450,1,31,_ A-M6-COMN- 35/1.25_16+14+.5- 24 #1 MC -15 #1 #2 14C-15 24' 7" 24' 7" 24' '7" 24' 7" 24' 7" 23' 3" V I S #2 24' 3" 22' 5.. LORDING SPACING 35.0/1.25 24.0" 2X6/2X4 PITCH 22KBS KI "4.0/12 SPANS TO 24' 7" COPYRIGHT 1981 48#8641 1/13/81 A450,1,31,_ A-M6-COMN- 35/1.25_16+14+.5- 24 GABLE Eli \ D - TRUSSF 0 TR' I SPATES - F ABRICATI`)R'S- 2x4l- 3;;-" 9 6 b Mlkx P'51'-":jz5 IMIDDLETON,A= E ROOF SHEATIUC- N 4t TIERYAL,' CALIF. 92271- 4-5 IZ it It PIATI G ANCHORc- I-X-LL STRON'.rGBAt-K- C ONSTRUC TT C)l F ,'TR -k -)SS PLATE TO M-14 T C H ; ± ! coiGH10IN T Uss FRATMIIINCANIT Pt S @ Y- STAIP-Li- -A- S T @ 41.50 x4 STRr-*--.\TC-BAC K F -R A Yl I _N'G ANCI-1.01V SECTIG 2 101 fi' 1:U" -S PLATE TO 11-1ATC.-If CC -M - MON TRUSS . ...................... r•ln it 2X4- ?I TRUSS PLATEE "".1-t IIIIArl'ClIfl. 61031MOIN T".11=S EARIINTG 0 O 0 N\K, 4— -3 > O 0 N\K, 4— > (D CD co \tv CD (D t.0 CD co _N; CD cn ,Certificate of Compliance: Residential (Page 1 of 2) CF -1R Project Tlue Date Project Addrw C L o s 10 / 13 L is l l'i JOHN H. HACKER 327-4565 Building Pemtit0 Documentation Author Tekpbww POINT SYSTEM 15 Checked By/ Date Compliance Method (Package, Point System or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: IS -70 ft2 Building Type: >( Single Family Hotel/Motel (check one or more) Multi -Family (less than 4 stories) Addition Multi -Family (4 or more stories) Existing -Plus -Addition Front Entry Orientation: North / East /South / West / All Orientations Number of Dwelling Units: / Floor Construction Type: Q Raised Floor (circle one or bah) Infiltration Control: tarda fight (circle one) BUILDING SHELL INSULATION Component Insulation Location/Comments Type R -Value (attic, to garage, typical, etc.) Wall .............. R- 19 FRAME WALLS Wall ............. Roof ............. R-38 TYPICAL Roof............. Floor ............. Floor ............. Slab Edge ..... 0 TYP I CAL (circle one or more) GLAZING Shading Devices Glazing Area Glass Type . Interior Exterior Overhang Framing Type Orientation (SO (single, double) (roller blind, etc.) (shadescreen, etc.) (yes/no) (metal/wood) Front.... (S) DOUBLE VERTICAL BLINDS NONE YES METAL Front.... ( ) Left...... (w) Left...... ( ) Rear..... (N) Rear..... ( ) Right.... ( ) Right.... ( ) Skylight....... Skylight....... 95 DOUBLE 32 DOUBLE a)— DOUBLE O DOUBLE THERMAL MASS WHITE VERTICAL BLINDS NONE WHITE VERTICAL BLINDS NONE= WHITE VERTICAL BLINDS NONE WHITE NONE YES METAL YES METAL YES META, NO Type/Covering Area Thickness (slab/exposed, tile, etc.) (SO (inches) Location/Description (kitchen, bath etc.) SLAB/EXPOSED 10- - - 3 112" KITCHEN/BATH/ENTRY <i Certificate of Compliance: Residential (Page 2 of 2) CF -112 Project Title Date HVAC SYSTEMS Maximum Furnace Heating Output: 45,0 Btuh HOT WATER SYSTEMS - Tank Manufacturer/Model # System Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) STORAGE TANK GAL WATERKING OR -50 NONE 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 Building Owner Name: Title/Firm: Address: Telephone: Lie. •: (signature) (date) Documentation Author Name: JOHN H. HACKER 6 ASSOCIATES Title/Pirm: Address: 4501 E. SUNNY DUNES, SUITE C PALM SPRINGS, CA 92264 Telephone: ) 327-4565 o -N—v . -ac signatu (date) Farm Revised March 1999 Name: Title/Firm: Address - Telephone: (signature) Enforcement Agency Name: Agency: Telephone: (signature or stamp) (date) (date) Minimum Duct Type (fumace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SE, SEER,HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) FURNACE 72% SE ATTIC R-2.1 DAY & NIGHT — 394 J AIR COND. 9.1 SEER ATTIC R-2.1 DAY & NIGHT — 568 EJ Maximum Furnace Heating Output: 45,0 Btuh HOT WATER SYSTEMS - Tank Manufacturer/Model # System Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) STORAGE TANK GAL WATERKING OR -50 NONE 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 Building Owner Name: Title/Firm: Address: Telephone: Lie. •: (signature) (date) Documentation Author Name: JOHN H. HACKER 6 ASSOCIATES Title/Pirm: Address: 4501 E. SUNNY DUNES, SUITE C PALM SPRINGS, CA 92264 Telephone: ) 327-4565 o -N—v . -ac signatu (date) Farm Revised March 1999 Name: Title/Firm: Address - Telephone: (signature) Enforcement Agency Name: Agency: Telephone: (signature or stamp) (date) (date) •Mandatory Measures Checklist: Residential I"TIQ5U 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. DESCRIPPION Building Envelope Measures • 12-5352(a): Minimum ceiling insulation R-19 weighted average. 12.5352(b): Loose fill insulation manufacturer's labeled R -Value. • 12-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). 12-5352(k): Slab edge insulation -water absorption rate no greater than 0.3%. water vapor transmission rate no greater than 2.0 perm/inch. 62-5311: 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. §2-5317: InfltratioNExfiltration Controls L 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. §2-5352(e): Special infiltration barrier installed to comply with 62-5351 meets CEC quality standards. 12-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: L 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. HVAC and Plumbing System Measures §2-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. §2-5352(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. 02-5314(c): Gas-fired space heating equipment has intermittent ignition devices. 12-5314: HVAC equipment, water heaters. 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); first 5 feet of pipes closest to tank insulated (R-3 or greater). 12-5312(Exception 1): Pipe insulation on steam and steam condensate return tit recirculating piping. §2-5318(d): Swimming Pool Heating 1. System has: a. Ori/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 §2-53520: Lighting .25 lumeris/wattor greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. §2-5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. Pam Revind Deoembw 1987 DESIGNER I ENFORCEMENT N/14 I N OF 1 P/A I 1 I,/ ^ L_ EF ':2h Z E=E . 10 QJ A_ ems -I- 1 (3 T44 60 F&Z E=7 00 JOHN H. HACKER, CIVIL ENGINEER, PALM SPRINGS 327-4565 NAME ------- SUNROSE CO. ADDRESS ---- LA QUINTA DATE ------- 8-22-88 REF.CAL.ENERGY CONSERVATION DESIGN MANUAL, FORM 2, HEATIN8.LOSSES MANUAL J FOR COOLING LOSSES AREA BLDG 1570 SQ. FT. PERIMETER 174.4444 SQ. FT. INSULATION R VALUES XLOOR 0 ..CEILING 38 ..WALL 19 AREA NORTH WINDOWS 32 SQ.FT. PERCENT OF AREA 2.038217 AREA EAST WINDOWS 25 SQ.FT. PERCENT OF AREA 1.592357 AREA SOUTH WINDOWS 37 SQ.FT. PERCENT OF AREA 2.356688 AREA WEST WINDOWS 95 SQ.FT. PERCENT OF AREA 6.050956 AREA SKYLIGHTS 0 SQ.FT. PERCENT OF AREA 0 TOTAL WINDOW AREA 189 SQ.FT. PERCENT OF AREA 12.03822 THE U VALUE OF THE WINDOWS IS .65 DUAL PANE . THIS BLDG USES DRAPES & FLAT SHADING DEVICES* ON WINDOWS (*mini -blinds, rollar shades, venetian blinds or vertical blinds) THE TOTAL S.C. OF THE WINDOWS IS 0.30 SOUTH OVERHANG LENGTH 2 INTERIOR THERMAL MASS AREA = 274 SQ FT. INFILTRATION (STD 0.018, MED 0.014, TIGHT 0.012) = .018 HEATING LOSSES FOOTING LOSSES... 6056.711 BTU CEILING LOSSES... 1232.152 BTU WINDOW LOSSES., 3808.35 BTU ' WALL LOSSES.... 1824.547 BTU INFILTRATION LOSSES... 7008.48 BTU TOTAL HEAT LOSSES.BTU/HR.. 19930.24 ` GASFURNANCE SIZE 41609.31 BTU OR 45,000 BTU COOLING LOSSES FOOTINGLOSSES... 2605.037 BTU CEILING LOSSES... 1589.873 BTU WINDOW LOSSES... 7170 BTU WALL LOSSES.... 2354.255 BTU INFILTRATION LOSSES... 3014.4 BTU NO. OF PEOPLE... 5 COOLING LOSSES... 2000 KITCHEN... 1500 BTU DUCT LOSSES INCLUDED IN TOTAL TOTAL COOLING LOSSES 26262.36 BTU . . POINT SYSTEM SUMMARY:CLIMATE ZONE 15 P -2R PROJECT TITLE=SUNROSE CO. DATE=8!22-88 JOB SITE=LA QUINTA BUILDING DATA CONDITIONED FLOOR AREA= 1570' NUMBER OF STORIES= 1 SLAB/RAISED FLOOR SLAB TOTAL GLASS AREA 189 SQ.FT %GLASS 12.03822 CHECK ALL APPLICABLE UNIT TYPE CONDITION(S> (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 ` 0 . A. NORTH 2^WALL INSU. 19 0 3 3.RAISED FLOOR INSU O 0 2.356688 4.SLAB EDGE INSU 0 0 E. SKYLIGHT SC= 0.77 5.INFILTRATION STANDARD ` 0 6.GLASS HEAT LOSS DOUBLE PANE U=.65 5 ' SUM 1-6= ( 5 ) 11.HEATING SYSTEM 72 S.E. 7.SHADING (SHADE OPEN) GLASS AREA SC= .6776 13 WATER HEATING S.G. 0 A. NORTH . TOTAL POINTS ' 0 32 B. EAST 0 25 D. SOUTH 0 37 E. WEST 1 95 H..SKYLIGHT 0 0' B. SHADING (SHADE CLOSED) , % GLASS SC= .2552 . A. NORTH 0 2.038217 B. EAST 3 1.592357 C. SOUTH . 4 2.356688 D. WEST . 0 6.050956 E. SKYLIGHT SC= 0.77 0 0 9. INTERIOR THERMAL MASS ^ 1.745223 - 10.EXTERIOR WALL MASS 0 0 SUM 7-10 =( 7 > 11.HEATING SYSTEM 72 S.E. O 12.COOLING SYSTEM 9.100001 SEER -4 13 WATER HEATING S.G. 0 . TOTAL POINTS ' 8 .