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07537 (SFD)Building Address Owner 4 P.O. BOX 1504 78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 Mailing Address 4-200 La nista City Zip Tel. catwrai city 1 92234 326-2117 Contractor Address City 7 p State Lic. & Classif. Arch., Eagr., 14, Designer Address Lic. # Tel. City Zip (State Lic. # LICENSED CONTRACTOR'S DECLARATION I herebyy 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 or 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 (8500). O 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. & 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 O Copy is filed with the city. O 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 (8100) 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 or 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 if 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 sof this city to enter the above-. mentioned property for inspection purposes. ' Signature of applicant Date Mailing Address City, State, Zip No. 07537 BUILDING: TYPE CONST. OCC: GRP. A.P. Number 774-251-036 Legal Description Let 19 Project Description Simle Family Dmllina Sq. Ft. 1636 No. No. Dw. Size Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition O Estimated Valuation $909353 PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. 259.87 Const. 599'*00 Mech. 53.50 Electrical 5 Plumbing 157.0 S.M.I. 6.37 Grading 20.00 Driveway Enc. 20.0 Infrastructure 1,994.70 TOTAL 47 313 13 226 3Q, REMARKS ,�}� } S, 1r lt:Ct.Jti{t. r4y h'ES F�?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 Issued by: Validated by: Validation: INSPECTOR 4/13/90 Date Permit CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SO. FT. ® $ UNITS LOLL. AREA SLAB GRADE �� ROUGH PLUMB. YARD SPKLR SYSTEM 2ND FL. S0. FT. HEATING (ROUGH) STORAGE TANK FORMS MOBILEHOME SVC. BAR SINK FOR. SO. FT. ® DUCTWORK ROCKSTORAGE GAR. SQ. FT. ® POWER OUTLET ROOF DRAINS HEATING (FINAL) DRAINAGE PIPING CAR P. SQ. FT. @ GAS (FINAL) TEMP. POLE WALL SO. FT. DRINKING FOUNTAIN. SO. FT. ® WATER HEATER URINAL ESTIMATED CONSTRUCTION VALUATION $ FINAL INSP. WATER PIPING NOTE: Not to be used as property tax valuation WATER SYSTEM FLOOR DRAIN MECHANICAL FEES GRADING cu. yd. $ plus x$ WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER ROOFING/fj F' GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRYTRAY. '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. SQ. FT. ®c BATH TUB _ SQ. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 11/e c SEWAGE DISPOSAL LATHINGfom/ SO.FT.GAR ® 3/ac 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 & AIR COND. SOLAR SETBACK QO MRQUAPPLUMA& UNDERGROUND A.C. UNIT LOLL. AREA SLAB GRADE �� ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS EWER ROUGH WIRING DUCTWORK ROCKSTORAGE FOUND. REINF. n O �y f , I y' GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEQUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM FINAL INSP. �� GRADING cu. yd. $ plus x$ _$ LUMBER GR. FRAMING 4 O�n FINAL INSP. ROOFING/fj F' r REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHINGfom/ MESH INSULATION/SOUND Qd7 FINISH GRADING FINAL INSPECTION 1 CERT. OCC. v FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL DESERT SANDS UNIFIED SCHOOL DISTRICT 82-879 Highway 111 NOTICE: Indio, CA 92201 Document Cannot Be Duplicated (619) 347-8631 Date 8/20/90 No. 110104 Owner Name Type of Permit Lido Investment Properties No. 54370 Street Herrera city La Quinta zip 92253 La Quinta Permit # Log # Study Area 111 APN # I I Tract # Lot # Square Footage 116W Type of Development Single Family Residence I No. of units Q 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 in the amount of1.58 X 11.636 1 or $ 2,584.88 have been paid to D.S.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 Devcon Investment Properties, Inc. Telephone Name on the check _ '-- yR �` OT John D. Brooks Associate Superintendent, Business Services Fee collected . se pted by Joan Larson" - Payment Rece'M.d` - 8--20-99''. Signature GheGlr 4iD.,011 Collector: Attach a copy of County or City plan check application form to District copy. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting RECORMNG &QUESTED BY MY NA ITLE INSURANCE C.O 'JAPAN`! MAIL TAX STATEMENT TO WHEN RECORDED MAIL TO Name Street LIDO INVESTME14T PROPERTIES Address 441 S. Calle Encillia #5 City Palm Springs, Calif. 92262 state Zip L ORDER NO. 101220 ESCROW NO. 2047—SB NO COR FILED lTf � Wj W T_ 11 a b CQra i RECORDERS USE ONLY CORPORATION GRANT DEED The undersigned grantor(s) declare(s): Documentary transfer tax is $ 82.50 (XX ) Computed on full value of property conveyed, or ( ) Computed on full value less value of liens and encumbrances remaining at time of sale. ( ) Unincorporated area ( ) City of Tax Parcel No. FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, UNLIMITED HOLDINGS, INC., a Nevada Corporation and DAVID SASS, a single man a corporation organized under the laws of the State of hereby GRANT(S) to R. JAMES GOSS AND KENNETH D. SHEPPARD DBA LIDO INVESTMENT PROPERTIES the following described real property in the County of RIVERSIDE PARCEL 1: Parcel No. 774-251-006-8 , State of California: Lot 19 in Block 291 of Santa Carmelita at Vale La Quinta, Unit No. 26 as per map recorded in Book 20, Page 50 of Maps, in the Office of the County Recorder of Riverside County. PARCEL 11: Parcel No: 774-122-006-9 Lot 19 in Block 231 of Santa Carmelita at Vale La Quinta, Unit No. 22 as per map recorded in Book 20, Page 24 of Maps, in the Ogfice of .the County Recorder of Riverside County. PARCEL 111: Parcel No. 774-074-020-3 Lot 8 in Block 186 of Santa Carmelita at Vale La Quinta, Unit No. 18 as per map recorded in Book 19, Pages 30 and 31 of Maps, in the Office of the County Recorder of Riverside County. Dat,r� June 14, 1990 PEN4N�Ja STATE OF NEVADA County of CLARK UNLPHIED H L , INC. By ONDA T OR President By On'this 15.th day of June , 19 90 , before me, the undersigned, a Notary Public in and for said County and State, personally. appeared RHONDA TADMOR and personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) who executed the within instrument as the XX President and as the Secretary on behalf of the corporation therein named, and acknowledged to me that such corporation executed the within instrument pursuant to its by-laws or a resolution of its board of directors. __ WITNESS my hand and official seal. !1 IV otaryPublic-State OI NevadaCOUNTY OF Cil•'=K SANDRMyCommission Expires Nov. 8, 1993 J otary Public in an for said County and State. (Notary Seal) MAIL TAX STATEMENT AS DIRECTED ABOVE Secretary FD -13A 1 fi Point System Summary: Climate Zone 15 P -2R Project Titre < 1 �^ S�{� 1 S Date BUILDING DATA WK'S \ Conditioned Floor Area 1 �2 -3 �Q Number of Stories Slab/Raised Floor SL.I� Check all applicable Unit Type condidon(s): --N Single Family Detached (SFD) [) Addition Alone [ ] Single Family Attached (SFA) [ J Existing Building [ ] Multi-Farr.ily (MF) [ ] Existing -Plus -Addition SCORE CARD Glass Area % Glass North '? , 1.7 East Measures `5 South Point Scores � I West Is Z • L Skylight _31 Q3 4 Total es U -value [0.0301 SCORE CARD Measures Point Scores 1. Ceiling Insulationor — Z- R -v ue (38] U -value [0.0301 2. Wall Insulation or R -value [19] U -value 10.0661 3. Raised Floor Insulation f,fA or o R -value [19] 11 -value [0.0371 4. Slab Edge Insulation O or 0 R -value [0] F2 factor [0.-M 5. ]infiltration Standard 0 5. Glass Heat Loss Type [double] U -value 10.651 % Total Glass 1161 7. Shading (Shade Open) % Glass SC Eff. % Glass a. North t2=, x , 3®7 = o b. East sq; x c. South LA�-[ ES, x p S = 1 5 C� d. West Z . 2 ko x Yoto = Z. e. Skylight CJ x 8. Ssading (Shade Closed) a. Nord'i b., Eaot C. SGu111 d. "gest e. Skylight - 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? (Y / N ) 12. Coofl ig System Zxial Control? ( Y / N ) 13. Water Heating Form Zevised March 1988 % Glass SC Eff. Glass \ J x—ITI 1 x c5 _ \ L ® x I = d b Interior Mass/CFA D o Exterior Wall Mass �1 Z H) x . M SE or HSPF Duct Efficiency [0.78] Effective SE or 10.72/6.6] HSPF [0.56/5.151 x 1 Igo • 83 = . �.1�. SEER [9.51 Duct Efficiency [0.741 Effective SEER 17.031 Type [SG 0 Point Total: Sum 1.6 \1 Sum 7-10 =F 3 O n Point System Summary: Climate Zone 15 P -2R Zts M ), ) Project Title Date BUMDING DATA 1 ST �iAG� Conditioned Floor Area Number of Stories 1 Slab/Raised Floor Check all applicable Unit Type condition(s): ] Single Family Detached (SFD) ( ] Addition Alone [ ] Single Family Attached (SFA) [ ] Existing Building [ ] Multi-Farr:ily (MF) [ ] Existing -Plus -Addition SCORECARD Glass Area % Glass North East — . South ©• 1. West t or Skylight Total , a. North Measures East ©• 1. Ceiling Insulation or West e. Skylight R -value (381 U -value [0.0301 J 2. Wall Insulation , or c. SOU 11 d. R -value (191 11 -value (0.0661 3. Raised Floor Insulation NA or Interior Mass/CFA R-value[19] U -value [0.0371 4. Slab Edge Insulation `� or —uck 41S R -value 101 F2 factor [0.77] 5. In filtration Standard (0.72/6.6] 1 %,os 6. Glass heat Loss X ,S-? _ SEER 19.51 Type [double] U -value [0.&9 % Total Glass (161 7. Shading (Shade Open) Type [SG1 a. North b. East c. South d. West e. Skylight 8. Spading (Shade Closed) a. Nolt1: b., East c. SOU 11 d. gest e. Skylight - 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) Gw 12. Cooli:1g System Zwtal Control? (Y / N ) ry 13. Water Heating Form Revised lMarcb 1988 % Glass SC Ef. . %Glass Z. --w X .10 = 547-- 4 L -r,. -r X ,305 = , S x •3O�,' _ D x o = % Glass SC Eff. % G13us z - 7,15—X 5 X_ X C> _ Interior Mass/CFA 0 Exterior all Mass —uck 41S SE or HSPF Duct Efficiency (0.78] Effective SE or (0.72/6.6] 1 %,os HSPF [0-5615.15] `�, 1-T X ,S-? _ SEER 19.51 Duct Efficiency [0.741 Effective SEER [7.03] � b Type [SG1 Credit (none] Point Scores -2 b O 0 Sum 1-6 ta❑ Point Total. Certificate of Compliance: Residential (Page 1 of 2) CF -1R Project T[Ue Date Project Address Z Building Permit of Documentation Author Telephone o t " -IrS� S Cr��—t"1 1 15 Checked By / Date Compliance Method (Package, Point System or Computer) Climate Zoite Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: fc2 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 (circle one or more) Number of Dwelling Units: I Floor Construction Type: Slab / Raised Floor (circle one or both) Infiltration Control: Standird/Iight (circle one) BUILDING SHELL INSULATION Component Insulation Location/Comments Type R -Value (attic, to garage, rMcal, etc.) Wall .............. Wall .............. Roof ............. - P k c^ L S I N Si/\%.-% Roof ............. Floor ............. Floor ............. Slab Edge ..... -- GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (sf) (single, double) (roller blind. etc.) (shadescreem etc.) (yes/no) (metal/wood) Front.... (v1) �5 S `t, y� ►�Pi� SOo s C_- as* � til c7 Front.... ( ) \ %I tT* rt' Left...... (tJ ) Left...... ( ) Rear..... (Z!) Rear..... ( ) Right.... (s ) Right.... ( ) Skylight....... Skylight....... THERMAL MASS " Type/Covering Area Thickness Iz- AX Circ � AM ►; 3 Certificate of Compliance: Residential (Page 2 of 2) CF -1R ProjectTttte Q J , `� g. ` S Date HVAC SYSTEMS Maximum Furnace Heating Output: X511 o tap Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) SPECIAL FEATURESIREMARKS (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: Name: Title/Fum: Address: Telephone: Lic. #: (signature) Docurneptation Author Name: Title/Firm: `��ZstaFlaSS Address: ti -`j O 4 a Telephone: (signature) Form Revised March 1998 Title/Fu w Address: Telephone: (date) (signature) tJ A L— ls4z. t.4 is" - 2' k MAFC-Q4 1 Enforcement Agency Name: Agency: Telephone:, (signature or stamp) (date) (date) Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer/ Model # conditioner, heat pump) (SE, SEER.HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) Q►�CQ Z.O m-rtc �)!� C p j C c7m LN&1 ► f Ok G c ►� oo a �c s 5 11 At _l Maximum Furnace Heating Output: X511 o tap Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) SPECIAL FEATURESIREMARKS (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: Name: Title/Fum: Address: Telephone: Lic. #: (signature) Docurneptation Author Name: Title/Firm: `��ZstaFlaSS Address: ti -`j O 4 a Telephone: (signature) Form Revised March 1998 Title/Fu w Address: Telephone: (date) (signature) tJ A L— ls4z. t.4 is" - 2' k MAFC-Q4 1 Enforcement Agency Name: Agency: Telephone:, (signature or stamp) (date) (date) Mandatory Measures Checklist: Residential MF -1R 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. DESCRIPTION Building Envelope Measures ~' §2-5352(x): Minimum ceiling insulation R-19 weighted average. §2-5352(b): Loose fill insulation manufacturer's labeled R -Value. §2-5352(c): Minimum wall insulation in flamed walls R-11 weighted average (does not apply to exterior mass walls). §2-5352(k): Slab edge insulation - water absorption rate no greater than 03%, water vapor transmission rate no greater than 2.0 perm/inch. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2-5352 ft Vapor barriers mandatory in Climate Zones 14 and 16 only. §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. §2-5352(e): Special infiltration barrier installed to comply with §2-5351 meets CEC quality standards. §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 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. ~§2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. 1§2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2-5352(i): 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). §2-5312(Excepdon I): Pipe insulation on steam and steam condensate return & recirculating piping. §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 §2-53520: Lighting - 25 lumens/watt or 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. Form Revised December 1997 DESIGNER I ENFORCEMENT Insulation Certificate Number and Street County ROOF Material Thickness (inches) EXTERIOR WALL Material Thickness (inches) CEILING City Subdivision Lot Number Description of Installation Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Batt or Blanket Type Brand Name Thickness (inches) Thermal Resistance (R -Value) Loose Fill Type Brand Name Contractor's minimum installed weight/ft lb Minimum thickness inches Manufacturer's installed weight per square foot to acheive Thermal Resistance (R -Value) _ RAISED FLOOR Material Thickness (inches) SLAB FLOOR Material Thickness (inches) Width (inches) _ FOUNDATION WALL Material Thickness (inches) Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the California Administrative Code. General Contractor (Builder) Signature and Title Sub -Contractor (Insulation Installer) Signature and Tide License Number Date License Number Date Shading Coefficient (SC) Worksheet Form S Items 1- 9a and 10a must be completed for glazing/shading combinations not found in Table G-9 of the ECM by using documented manufacturers' data for the specific conditions indicated (#2,#8 and #11). For instructions on filling out the worksheet, see Shading in the ECM Glossary. For overhang SC values (#14 and #15); see Section 4.2 in the ECM. General Information 1. Glazing Type: S 1 0 (1L_& --T ' 14'`ex> 2. SCglazing alone: 3. Framing Type (metal/wood): Nc — n u_ 4. Mullions (yes/no): 1J a 5. Framing/MullionFactor. . 1:3a (from Table G -10) - Glazing, Interior Shade '& Framing 6. Interior Shade Type: N J Q L 7: SCshade open: 1.00 8. SCshade closed "'o (SC of shade w/ clear single glass) 9a. [( 1.d x 0.25) + 0.751 x , 6 1 x . 0,�Jg = - Where: SCmax • SCmin FMF (#5) SC Shade Open SCmax = larger of #2 and #7 or 9b. (from Table G-9) (with Overhang) SCmin = smaller of #2 and #7 SC Shade Open 10a. [( [ �o x 0.25) + 0.751 x;� x c_� g = y l Where: SCM= SC„dn FMF (#5) SC Shade Closed SCmax = larger of #2 and #8 or 10b. (from Table G-9) SCmin = smaller of #2 and #8 SC Shade Closed Exterior Shade Exterior Shade Type: 11. SCexterior shade: '14 (from Table G-11 or manufacturer's data w/ clear single glass) 12. [( �x 0.25) 0.751 e3 S Where: + x _ SCmax = larger of #9a or #9b and #11 SCmax SCmin SC Shade Open SCmin = smaller of #9a or #9b and #11 Where: 13. [( �C x 0.25) + 0.75] x ,� _ 30 SCmax = larger of #10a or #lOb and #11 SC,ax SC„dn SC Shade Closed SCmin = smaller of #10a or #lOb and #11 Overhang (point System Only) Projection Ratio' 14. 15. Overhang Factor (Shade Open) Overhang Factor (Shade Closed) Form Revised Mamb 1988 X X SC Shade Open SC Shade Open (#12) (with Overhang) SC Shade Closed SC Shade Closed (#13) (with Overhang) 11 Proposed Construction Assembly: Residential Form 311 'P.�s���c�' Jaz • 4v+1a� ��v�wP�M��T" Zgti��.cN I � �� Project Title Date Z4.?a4� A� -S4 1 Z 3 J �� Building Permit M Documentation Author Telephone Checked edted By /Date ` A%--,,-- , E>� Assembly Name G Enforcement Agency Use Only Z 3 Sketch of Construction Assembly List of Construction Components Outside Surface Air Film Z „ �. . 8S S oc C %C) Assembly Type: (check one) Framing Material: Framing Size: Framing Spacing: Framing Percentage: (check one) Wall Weight / sf: (Packages only) Floor Wall Ceiling/Roof w0�p0 2 x C, " o.c. Wall: 15% (16" o.c.) 12% (24" o.c.) Floor/Ceiling: 10% (16" o.c.) 7% (24" o.c.) 2. 1x.15 �J �-A 3. 4. 5. 6. 7. Inside Surface Air Film Total Unadjusted R -Values: R -Value Cavity(Rc) Frame(Rr) , Ug v—s . 1 U Framing Adjustment Calculation (if applicable): ( x ) + ( x ) 1/Re – 1-(FrToI100) 1/Rf Fr%1100 Re Rf ,©QST Total U -Value Total R -Value 8 Proposed Construction Assembly: Residential Form 3R vk Pro jest Title Date V Budding Permit N DocumentationAuthor > Telephone 'yS° By /Date Assembly Name Enforcement Agency Use Only Sketch of Construction Assembly List of Construction Components Outside Surface Air Film I. IF-,cx=> C 1 � �-e Assembly Type: (check one) Framing Material: Framing Size: Framing Spacing: Framing Percentage: (check one) Wall Weight / sf: (Packages only) Floor Wall Ceiling/Roof W11�13c-7 Z x g Z� " O.C. Walk- 1590 (16" o.c.) 12% (24" o.c.) Floor/Ceiling: 10% (16" o.c.) T 7% (24" o.c.) 2. 3. Sy 4. WA 5. 6. 7. R -Value Cavity(Rc) Frame(Rr) Inside Surface Air Film (,OZ - Total Unadjusted R -Values: Zy, y �p Rc Framing Adjustment Calculation (if applicable): ( x ) + ( x ) _ 1/Re — 1-(Fr9b/100) 1/Rf FrToI100 1/fotal U -Value Rr Total U -Value Total R -Value . '''f PROJECT DATA SUMMARY pr0)!Ct r tsystem type -r ZQ 'hn2C�-� 1��0 documentation Autnor date Form 1 checked oy date PROPOSED SPACE HEATING SYSTEM (Chapter 7) Gas Furnace SITE INFORMATION Qn�AqaZp:e�ndix 7? V( Building Design Hourly Heat Loss (frt orm 2) ...................... ...._....... qn OF. els- Btu/hr Heating Degree Day IC).__....._._.__..._..........._...._ ...._. HOO 1 t . 11i Btu/hr day Outside Design Temperature (from Appendix C at Acoendix Toy,,, 2 I OF PROPOSED BUILDING ENVELOPE INFORMATION �� ( — Rated Bonnet Capacity aloe Gross Floor Area if Low -Rise (from Calculationsl..____........................ _........ Gross Wall Area if High -Rise (from Calculations) ...._ ........................._._........ At Aw 3 4 t ft2 ft2 Designed Glazing Area (from Calculations) ............................................. _........ Ag 5 Z- h2 sLCClow's 21 Basic Glazing Area 116%of Line 3 if low-rise or 40%of Line 4 if high{iseL....... A.g 6 h2 Percentage of Annual Heat Loss Met by Non-Oeoletable Energy f• Oescriotion of Assem°ly SI4�,� ?ps..,l— 1 1)Jr��T7 I 22 % Glazing Ugl 7 Btu/ (hr •ft2•°FI Ug2 8 Btu/ Ihr•ft2 •OF) % ^ N_ Ug3 9 p Btu/ (hr •ft2 •OF) Wall Gi ` i \ e. Ali Uwt t0 •O -1 Btu/ (hr •ft2•OF) $ Lowest Life Cycle Cost of the Other Systems (from Form 61._.._._....... U.2 11 PROPOSED SWIMMING POOL HEATING SYSTEM INFORMATION (Chapter 9) Btu/ (hr. ft2 • °F) Solar Life Cycle frost (from Form 7) ......................... _................ ...... __......... U,3 12 $ Btu/ (hr •ft2 •°F) oLCCng 27 UW4 13 Btu/ (hr• tt2 •°F) -\�^ CeilinglRnnf �� L-� V`6.7 \ �O Ucl 14 Btu/ (hr •ft2 •OF) Uc2 15 Btu/ (hr •ft2 •OF) Floor Uft 16 Btu/ (hr•ft2 •OF) Ut2 17 Btu/ (hr •ft2 •°F) PROPOSED SPACE HEATING SYSTEM (Chapter 7) Gas Furnace 7? V( Building Design Hourly Heat Loss (frt orm 2) ...................... ...._....... qn 18 els- Btu/hr Maximum Allowed Bonnet Capacitv, . Line 18 .................... _._.......... ...... 19 t . 11i Btu/hr Proposed Furnace ) , 1 O� Q,%-, 1��� LA Make Description 4 I X —, S Rated Bonnet Capacity aloe Electric Resistance Alone Electric Resistance Life Cycle Cost (from Form 5)_ ..................__........... .LCCe 20 $ Lowest Life Cycle Cost of the Other Systems (from Form 5) ...... _._........ sLCClow's 21 $ Non-Oeplatable Energy w/Electric Resistance Bach -Up Percentage of Annual Heat Loss Met by Non-Oeoletable Energy Source (from Calculations) ............................... _............. _... ............. _............. 22 % Heat Pump with Electric Resistance Supplementary Haat Percentage of Annual Heat Loss Met by Electric Resistance (from Calculations) ........................................ .... _.......... ...... ....... .................. 23 % PROPOSED WATER HEATING SYSTEM INFORMATION (Chapter 8) Electric Resistance Alone Electric Resistance Life Cycle Cost (from Form 6) ...................... _......... NLCCe 24 $ Lowest Life Cycle Cost of the Other Systems (from Form 61._.._._....... wLCCbiie4 25 5 PROPOSED SWIMMING POOL HEATING SYSTEM INFORMATION (Chapter 9) Solar Life Cycle frost (from Form 7) ......................... _................ ...... __......... pLCCs 26 $ Natural Gas Life Cycle Cost (from Form 7) ................... .............. oLCCng 27 $ HOURLY AND ANNUAL Form 2 R BUILDING HEAT LOSS RATEta/at) Check One: Proposed Design --"IN Standard Design Enforcement A4encY Use Only �� I���—�. owner oral*= ouI aing perrmt numoer LA 0j \faT,l�' , c+-* 4;ZQSZZC> -0.10, Orale= �Otitltin sYa *m rype cneciceo py aocumantatlon author Gate data SITE INFORMATION �L l Heating Oegm Oar (from Appendix) . . . . . .......... .. . HOO ` Z3 L °F -day Outside Oaign Temperature (from Appendix) .................. Tow a Outside January Mean Temperance ( tram Atpenoix) ............. Tyn .- °F PROPOSED BUILDING ENVELOPE INFORMATION l ` Gross Floor Ansa (from plana) ........................... Af of Anl atet1Y. or ' GL from ft2 Gras WaU Area Ifrom plans) ........................... Aw S tt2 *signed Glazing Aro (from plans) ....................... A9 2 �' % rte Basic Glazing Ara 116% of Af if low-rise or 40% of Ax if high-rise) .. . Aye ft2 HOURLY HEAT LOSS DESIGN TEMPERATURE DIFFERENCE For All Anemblies Other Than The Three Below ...7e;: - \ °F •ITh 1 °F Tow from &Dove For Insulated Floor Over Vented Unheated Space .......... Line 1 =2 -&T •ht 2 aF j�. For Uninsulated Floor Over Vented Unheated Span........ Line 2 — eF •&Thu3 "' °F lQ o For Sleben Ground Floor0'F }Gs ........... 7 — F OTht 4 F Tian from aoove CONOUCTIVE HEAT LOSS Avenge U Ales. tt2 or of Anl atet1Y. or ' GL from LT hourly heat Oeecrlptfon.of Assamoly C,\JG,V� CA,� Z �•J r Length, ft Graph 44 i 1 from active Itt: q �� Glazing X : to/hr Wall _�CA " 'Z \ \ -, nQ,� Floor Other X X - s 770757x� xS-­4s x X_1111 X x s X --C x -K x x _ x x as—"R — x7cm X 7.' s O • volume Subtotal $ tu/hr um o t e active q INFILTRATION ....... ` x �'�� h x �,a x �F Q, 1!> Af from *love WMgntea rr°m Th from B Avenge Taal* 3-7 Line 1 ' 3 Ceiling Haight Subtotal 7 � tta/hr Ina • tine o DUCT HEAT LOSS (Enter 0 it there are no ductal .................. 0.76 x Line 7 g 3 1 TOTAL HOURLY HEAT LOSS. CIL 9 ndhr Ina Inc ANNUAL -HEAT LOSS, OL o " `Z7 o 0 3 °F • 10 Z� y�S �i�Stu/vr F day/vr x Btu/hr x x 24 hriny + HOa Hourly Heat Lost C from a Th train tram Stove from Line 9 Table 3.4 Lina 1 ' ` N r l S t ;� �� . fi t QP �•.1F� t --i � i �� tJ n � � LA Lk 2�? . -v-zat IE _S T61A� pQL� t �� • SUMMARY Form 2 page 2of2 Drolect title climate:Ane oroiect adorets HEATING, VENTILATING, AIR CCNGITIONING SYSTEM 10. Heating (fill in information on proposed system) Cantrai Gas Furnace L-F-a��X Drano and rno4es numoer se -ctC:)CC) Btu/hr nesting capacity Heat Pump Grana and maces nurnoer ACOP Stu/hr neating capacity at 4"';r Active Solar type (liquid or air) collector Drano oto "104151 numoer sour fraction ft, a collector area collector orientation Collector tilt rated rated 71000 y - Ittterceat Other 430=100 11. CooUng (f 111 in information on proposed system) Electric Air Conditioner OC, «S, R L&( ( \/ I 1 orals and model nunioer seasonal ESA tsc� C) bb Stu/hr cooling capacity at 951 F Electric Heat Pump 8tu/lu cooling capacity at qjQ F Other describe 12 Mechanical Ventilation AC -4 assmoo DOMESTIC WATER SYSTEM 13. Heating (fill in information on proposed system) ),P&A � Gal - Gas Only ons orww and model numder tank tlae Heat Pump w/Electric Backup Gallons Drano and modes nulnoer tank s440 Active Solar coilector Drano and modes numoer rated slope solar fraction y - terceot ' fts Dackua neater type. Drano and model nurnmer C011ecttlr area collector orientation Other describe Point Total from Page 1 Total Point Score I/e3 - 420 - GEC Points 13 RUBICON GEOTECHNICAL 65-861 PIERSON BLVD., STE. D DESERT HOT SPRINGS, CALIFORNIA 92240 (619) 329-3588 (619) 329-3041 SOIL TESTING / SITE INVESTIGATION / FOUNDATION ENGINEERING ISeptember 14, 1990 Project No: 90-R224-158-1 To: DEVCON INVESTMENT PROPERTIES, INC- ' 441 S. Calle Encilia, Suite 4 Palm Springs, California 92240 ' Attention: Mr. Roger Moore Subject: REPORT OY COMPACTION TEST RESULTS Building Pad at 54370 Avenida Herrera A.P.N. 774-251-006 tLa Quinta, California In accordance with your authorization, we have performed 7 compaction tests on ' the near surface soils at the subject site. The test results and approximate test locations are shown on the attached sheets, -Figures 1 and 2. Laboratory maximum density and optimum moisture tests were performed as per ASTM Test Method D1557 to provide a criteria to evaluate the relative compaction of the soils. ' The field density tests were performed in accordance with ASTM Test Method D2922 (the nuclear densometer method) using a Troxler Model 3440 nuclear gauge. ' The scope of our present work was to perform compaction tests for information purposes only. More detailed soil engineering information or any evaluation of foundation performance are not included in our present work. Our services did ' not include review of foundation plans or observation of the grading operation during the placement of fills to check for uniformity of materials used, construction methods, etc. Testing of the surface soils was performed after the completion of grading at the site. Therefore, we cannot make any statement about conditions below or beyond our test locations. ' The cast concrete retaining wall below the pad had been freshly poured at the time the site was graded. As a result, the zone immediately behind the retaining wall was loosely backfilled so as to reduce the possibility for damage to the wall. If the soil within a zone extending out from the wall 5 feet is intended to support of structures, pavements, sidewalks, etc., the soil within this zone should first be thoroughly compacted. � I � I To our knowledge, a geotechnical investigation of the site was not prepared for the site. In order to determine the amount of settlements that might occur and related concerns, a geotechnical investigation and analysis of foundation size, the structural loads, and other factors would be required. DEVCON - AVENIDA HERRERA, L.Q. 90-R224-158-1 As a minimum, all requirements of the Uniform Building Code should be followed for design and construction of the building. Surface.water should not be allowed to pond and should be directed away from the slopes at the site. Slopes should be planted or otherwise protected from erosion, and properly maintained. General information on site maintenance is supplied in the Soil and Foundation Bulletin for Builders and Homeowners enclosed with this report. The builder and homeowner should be aware of the considerations described in this report. The builder and future homeowner should be aware of the considerations described in this bulletin so that they can properly maintain the site and buildings. Should you have any questions regarding this report, please contact us. Respectfully submitted, RUBICON GEOTECHNICAL Brent J. Inghram, RCE 40264 BJI/cp BR NT J. INGHRAM CD No. 40264 '* EP. sj, CIVIL �Q OF CAO Distribution: (4) Addressee Enclosures: Figure 1, Compaction Test Summary Figure 2, Location of Field Density Tests Soil and Foundation Bulletin for Builders and Homeowners Page 2 RUBICON GEOTECHNICAL 1 ' DEVCON - AVENIDA HERRERA, L.Q. SUMMARY OF FIELD DENSITY TESTS 90-R224-158-1 1 Soil Test Dry Density Moisture Relative 'Test No. Date Test Location Type Elevation Field Maximum Field Opt. Compact i ! ' 1990 1 9/•13 (See Sketch) A 1040+ 122.4 131.0 9.7 7.0 94% 2 9/13 (See Sketch) A 1041+ 120.0 131.0 4.0 7.0 92% 3 9/13 (See Sketch) A 1041+ 120.4 131.0 6.2 7.0 92% 4 9/13 (See Sketch) A 1041+ 122.6 131.0 6.6 7.0 94% ' 5 9/13 (See Sketch) A 1041+ 117.4 131..0 12.2 7.0 90% ' 6 9/13 (See Sketch) A 1041+ 120.7 131:0 8.4 7.0 92% 7 9/13 (See Sketch) A 1041+ 124.3 131.0 7.2 7.0 95% 1 Field density tests were performed using the nuclear densometer, in accordance with ASTM Test Method D2922. Test elevations estimated based on site plan supplied by ' Devcon Investment Properties (undated). 1 ' LABORATORY MAXIMUM DENSITY TEST RESULTS ISoil Type Soil Description Maximum Optimum -Moisture Dry Density Content ' A SAND, fine to coarse grained; 131.0 7.0 gray -brown, with gravel ' Laboratory Maximum Density/Optimum Moisture Content Tests were performed in accordance with ASTM Test Method D1557. 1 Q HOM 92012 M11 Figure 1 E• ... 510 E CO��°��. 1 !rT-L/wE/a� !D" — — — — — — J 5 �, _ Z qckj �► w ---- — --' -- 1�' L.0011,-Zqj P/AA/T SCHEDtfLE; /..EUC/a� ;'PTUS 156---c G,�.455 coy E_ LIDO -!5,e57TE7/E 5 : C4 C)VIIO-A 13�.. _4-5_-.6— �! /� T/-}q_S�N_Td CSU S &AL 1� 1 1 Site plan supplied by Devcon Investment Properties 7 � etc. KEY:. indicates number and approximate location 1 of field density tests 1 t-- -- r� 0 0 `J . b U E C� b - o0 w 1� �H z -H w �4 0 A x 4 A b u w > 41 H � •ri w o w L a 0 z 0 CIO H W_ F+ C N U a O CIN0 a 0 z U 0 �4 a Figure 2 RUBICON GEOTECHNICAL 65861 PIERSON BLVD., STE. D DESERT HOT SPRINGS, CALIFORNIA 92240 (619) 329-3588 (619) 329-3041 SOIL TESTING / SITE INVESTIGATION /FOUNDATION ENGINEERING ' SOIL AND FOUNDATION INFORMATION BULLETIN FOR BUILDERS AND HOMEOWNERS presented by Rubicon Geotechnical There is no substitute for retaining a qualified, competent geotechnical engineer ' to provide a full scope of services including subsurface investigation, design recommendations, review of plans, and monitoring construction for compliance with the recommendations, Building Codes, and normal standards of practice. The information supplied here is intended to be a general guideline only, and of course cannot address specific situations which will vary from the general cases discussed here. Areas of particular geologic hazards and soil types exist. We encourage you to seek further, competent professional advice if you have questions or concerns about your property or project, etc. and we will be glad to be of assistance. FOUNDATIONS, SLABS AND PAVEMENTS Most homes in southern California and the southwest today are built with concrete slab -on -grade construction, so the underlying soils are a key factor in successful building. If a building settles or experiences differential movements in its foundation, cracks may open up, doors and windows not operate properly, and the problems may continually worsen through time. Some small cracks in concrete, mortar, and stucco, etc. caused by shrinkage due to curing and temperature change are normal and should be expected. Some minor amounts of building settlement should also be expected because of the addition of the building loads to the foundations and soils. Determining the amount of settlement a building will undergo requires subsurface investigation, testing, and analysis by a geotechnical engineer. Settlements depend on the soil type density and moisture conditions, size and type of foundations, the structural loads on the foundation, and other factors. Differential settlements up to about 1/2 inch are generally considered -normal, however, this will vary with the type of construction. Trees should not be planted near buildings since they can cause problems as they grow and their roots expand and exert and crack foundations and floor slabs and cause even more extensive problems. J Erosion by wind or water can also create severe problems. In the desert, ' unprotected sandy soils can be blown away in a short time by strong winds, and if no corrective action is taken, the amount and depth of soil removal can be extensive. Water is of particular concern for many reasons. Sources of the water include rain, landscape irrigation, broken sewer, water, or sprinkler ' lines. J MAINTENANCE CONSIDERATIONS Maintenance of buildings and homes is normal and most owners expect to periodically paint, repair roofs, unclog drains, etc. Maintenance of building ' sites and residential lots should be considered of prime importance, because neglect can result in serious problems. The entire structure depends on the foundation, and if foundation problems develop, the structure can develop pervasive problems. The sooner problems can be identified and corrected, the better. Maintenance costs are cheaper than repairing major problems which develop through periods of neglect. ' Compaction of the soil underlying and surrounding structures is very important - do not remove soil from around foundations, slabs, etc. Structures derive support from the soil surrounding their foundations as well as that immediately ' below. The nature of the soil, organic content, texture, moisture content and many other factors govern the strength and stability of the foundation soils. Do not alter these without competent professional advice. After construction is completed, water is the enemy of building slabs and foundations. Directing water away from structures and foundations is an important consideration, and maintaining this drainage is an important maintenance function. In many of the coastal areas of California, as well as other areas throughout the U.S., expansive soils composed of silts and clays are a major concern. These soils, when wetted, expand and exert tremendous pressures. In most of our sandy desert areas, expansion is not a problem, but water caused settlements can be. If your soils are not sandy and granular, you may have potentially expansive soils. Remember too, it is the soils below your foundations and floor slabs that count, not necessarily what is seen at the surface. Oversaturation of the ground can cause major structural and subsurface damage. Ground cover and other vegetation will require moisture during the hot summer months but excess irrigation can cause the soil cover to pull loose and start erosion problems and possible soil settlement. Landscape watering should be limited to that necessary for plant vigor. Use of drought tolerant plants in landscaping is also worth considering to reduce water related hazards and general landscape maintenance. Water should not be permitted to collect or pond anywhere on the site, and site grading should not be altered without competent professional advice. Planting areas near foundations should be sloped to drain away from the buildings, and enclosed planter boxes with open bottoms next to buildings should be avoided. We recommend the installation of roof gutters with downspouts which direct water away from foundation areas. Splashbiocks can be used for this purpose. Without gutters or other adequate drainage provisions, water falling from the eaves may collect against the foundation or basement walls, which is undesirable. These walls are built to withstand the ordinary moisture in the ground. However, excess surface water must be directed away from these structures. Water should not be directed over slopes even where this may seem a good way to prevent ponding because this tends to cause erosion and slope instability. Rain gutters, drainage swales, brow ditches on slopes, and other conveyances for water should be checked and cleared periodically so that overflowing does not occur. Page 2 RUBICON GEOTECHNICAL 1 MAINTENANCE CONSIDERATIONS - continued ' Weep holes for retaining walls should also be kept clear of debris or blockages, which could otherwise allow the buildup of hydrostatic pressures behind the ' walls. Wet spots on or around the site should be noted. These may be natural seeps or an indication of broken sewer or water lines. In either case, obtain competent ' advice regarding the problem and its correction. Dry wells or percolation pits are sometimes used to dispose of excess water when ' other means are not available., however they should be designed and located by professionals with sensitivity for surrounding facilities. ' Slopes are susceptible to erosion and must be protected by diverting water away from them and providing proper protection of the slope face with vegetation or by other means, and maintaining them as appropriate. Usually the maximum stable slopes are on the order of 2 horizontal units to 1 vertical unit, but may be flatter than this depending on the soil type. Sandy granular soils are particularly susceptible to surficial erosion and ravelling. Structures must be ' set back an appropriate distance from slope crests and toes. I The practices, on neighboring properties .can also affect your property, if for instance, water is directed or concentrated onto your property, or drains from ' your property onto adjacent areas. We recommend developing a good neighbor policy and a cooperative attitude regarding lot and site maintenance. tCLOSING NOTES In 1984, the House Subcommittee on Science and Technology found that a lack of adequate construction monitoring has been a significant contributing factor in many structural failures. By observing the work of the contractors, geotechnical engineers can check for adherence to applicable portions of the ' plans and specifications, and can react quickly to any unanticipated conditions. Retaining a qualified geotechnical engineer to observe construction operations therefore, will increase the chances of the buildings being constructed and sites ' graded in such a manner to provide a long service and few foundation related problems. 11 11 Again, we emphasize that these are generalities and specific instances vary from the general cases described above. If any questions, consult your soil/geotechnical engineer, civil engineer, structural engineer, or local grading department, whatever is appropriate. We at Rubicon would be pleased to be of service. ' Page 3 RUBICON GEOTECHNICAL �I ADDRESS: SY��.% Ne!z�e 2� BIN #: I PLAN CHECK DATE LISTD ENTRY: INITIAL REVIEW COMPLETED: CALLED FOR OWNER/BUILDER TO PICK-UP PLANS FOR .... CORRECTIONS: PLANS PICKED -UP:, J' -a 0 46 PLANS RE -SUBMITTED: CALLED FOR OWNER/BUILDER TO PICK-UP PLANS FOR 2ND CORRECTIONS: PLANS PICKED -UP: PLANS RE -SUBMITTED: ISSUED:'