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10-1171 (SFD)
P:O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: d0=000.0117.7 Property Address: 52903 ROSS AVE APN: 767-670-018- -3307617 Application description: DWELLING - SINGLE FAMILY Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 997816 Applicant: Tihf- 4-Q" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: LOTHENBACH ROBERT J 1000 VALLEY PARK DR DETACHED SHAKOPEE, MN 55379 Architect or Engineer: Contractor: PIERCE'CORPORATION, ANDRE P.O. BOX 3420 PALM DESERT, CA 92261-342 (760)346-3228 Lic. No.: 671203 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760).777-7153 R, Date: 2/17/11 r�Ce l �? ®,1 ------------------------------------------------------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business a d P ofessionals Code my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License ass: L' 671203 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is �� oll at ntractor: issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor " Code, for the performance of the work for which this permit is issued. My workers' compensation WNER-BUILDER DECLARATION insurance carrier and policy number are: I hereby affirm under penalty of perjury that m exempt from the Contractor's State License Law for the Carrier DELOS INS CO Policy Number 03DKRM12003819 following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should be subject to the worke compensation provisions of Section License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by 3/00 of the Labor Code I co —ose provisions. w any'applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars (5500)•: ate. , 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and �TURE the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The/ol WARNING: FAIL WORKERS' OMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PE ALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). - (_ ) I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all. . city an0,county ordinances and state laws relating to building co ion, and hereby au a representatives of cou y to ter upon above-mentioned property n p os Date: 7 ignature (Applicant or Agent): / _ s, Application Number . . . . . 10-00001171 Structure Information. 10,776SF DWELLING/VB/RES-3/CL A -FR [ENG] ----- Other struct.info . . . . . CODE EDITION 2007/2008 # BEDROOMS 7.00 FIRE SPRINKLERS NO GARAGE SQ FTG 2146.00 PATIO SQ FTG 6395.00 NUMBER OF UNITS 1.00 1ST FLOOR SQUARE FOOTAGE 8844.00 --------------------------=------------------------------------------------- 2ND FLOOR SQUARE FOOTAGE 1932..00 Permit BUILDING PERMIT Additional desc . Permit Fee 3533.50 Plan Check Fee 2296.78 Issue Date . . . . Valuation . . . . 997816 Expiration Date 8/16/11. Qty Unit Charge Per Extension BASE FEE 2039.50 498.00. -----------------------------------------------=---------------------------- 3.0000 THOU BLDG 500,001-1,000,000 1494.00 Permit . . . MECHANICAL Additional desc . Permit Fee 355.50 Plan Check Fee 88.88 Issue Date . . . . Valuation . . . . 0 Expiration Date 8/16/11 Qty Unit Charge Per Extension BASE FEE 15.00 9.00 9.0000 EA MECH FURNACE <=100K 81.00 1..00 4.5000 EA MECH VENT INST/ DUCT ALT 4.50 4.00 9.0000 EA MECH B/C <=3HP/100K BTU 36.00 5.00 16.5000 EA MECH B/C >3715HP/>100K-500KBTU 82.50 20.00 6.5000 EA MECH VENT FAN 130.00 1.00 ---------------------------------------------------------------------------- 6.5000 EA MECH EXHAUST HOOD 6.50 Permi t ELEC-NEW RESIDENTIAL Additional desc . Permit Fee' 750.58 Plan Check Fee .187.65 Issue Date . . . . Valuation . . . . 0 Expiration Date 8/16/11 Qty Unit Charge Per Extension BASE FEE 15.00 10776.00 .0350 ELEC NEW RES'- 1 OR 2 FAMILY 377.16 LQPERMIT LQPERMIT Application Number . . . . . 10-00001171 Permit ... . . . . ELEC-NEW RESIDENTIAL Qty Unit Charge Per Extension 17171.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 343:42 1.00 15.0000 EA ELEC TEMPORARY POWER POLE 15.00 Permit . . . PLUMBING Additional desc . Permit.Fee 38.5.50 Plan Check Fee 96.38 Issue Date Valuation . . . 0 Expiration Date 8/16/11 Qty Unit Charge Per Extension BASE FEE 15.00 50.00 6.0000 EA PLB FIXTURE 300.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 2.00 7.5000 EA PLB WATER HEATER/VENT 15.00 1.00 3:0000. EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 18.00 .7500•EA PLB GAS PIPE >=5 13.50 1.00 15.0000 EA PLB GAS METER 15.00 Permit . . . GRADING PERMIT Additional desc . Permit Fee . . . 15.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 8/16/11 Qty Unit Charge Per Extension BASE FEE 15.00 ------------------------- Special Notes and Comments 10,776SF DWELLING/VB/RES-3/CLASS A -FR [ENGINEERED) THIS PERMIT DOES NOT INCLUDE -POOL, SPA, WATER FEATURES, FIRE PITS OR BLOCKWALLS. 2007/2008 CALIFORNIA BUILDING CODES. February 11., 2011 9:33:41 AM AORTEGA Other Fees . . . . . . . ART IN PUBLIC PLACES -RES 1994.54 BLDG STDS ADMIN (SB1473) 40.00 DIF COMMUNITY.CENTERS-RES 74.00 DIF CIVIC CENTER -.RES 995.00 ENERGY REVIEW FEE 229.68 DIF FIRE PROTECTION -RES 140.00 GRADING PLAN CHECK FEE 15.00 LQPERMIT LQPERMIT .Application Number . . . . . 10-00001171 ----------------------.------ Other Fees . . . ---------- . . . . . . -------------------------------------- DIF LIBRARIES - RES 355.00 MULTI -SPECIES (MSHCP) FEE 1284.00 DIF PARK MAINT FAC --RES 22.00 DIF PARKS/REC - RES 892.00 STRONG MOTION (SMI) - RES 99.78 DIF STREET MAINT FAC -RES 67.00 DIF TRANSPORTATION - RES 1930.00 Fee summary Charged Paid Credited ---------- Due ----------------- Permit Fee Total ---------- 5040.08 -------------------- .00 .00 5040.08 Plan Check Total 2669.69 1000.00 .00 1669.69 . Other Fee Total 8138.00.00 .00 8138.00 Grand Total 15847.77 1000.00 .00 14847.77 LQPERMIT PO. BOX 1504 APPLICATION ONLY Building78-495 CALLE TAMPICO Address 5�- 90,3 5S v6 . LA QUINTA, CALIFORNIA 92253 0 r c -q `� c —tR�-�/! BUILDING: TYPE CONST "� OCC. GRP. Mailing / l—(.10—CAT-2- _1 Address' � j�j A.P. ri Number (D �p O 1.0 _O `T— Z 1 Ci lZip Tel. Legal Description See— Contractor Pr ject Description Address o City Zip Tel. State Lic. City Sq. Ft. No. No. Dw. & Classif. Lic. # Size I Stories Units Arch., Eng ., j '' Ne Add ❑ Alter ❑ Repair ❑ Demolition ❑ City Zip State etvK'C Gt2,7, k 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 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). 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, Business and Profes- sions 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 im- provement 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 construct 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 WORKER'S 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. 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 (5100) 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 Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT If, after making this Certificate of Exemption you should become subject to the Workers' Compensation Provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration 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 of this city to enter the above-mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip PERMIT AMOUNT Plan Chk. Dep. OG�.OD Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. 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 Permit Validated by: Validation: WHITE = BUILDING DEPARTMENT YELLOW = APPLICANT PINK =FINANCE FIDELrrY NATIONAL Tau COMPANY SUBDIVISION DEPARTMENT WHEN RECORDED MAIL TO: Robert J. Lothenbach 1000 Valley park Dr. .DOC # 2010-0043665 01/29/2010 08:00A Fee:27.00 Page I of S Doc T Tax Paid Recorded in Official Records County of Riverside Larry W. Ward Assessor, County Clerk & Recorder 1111111111111111111111111111111111111111111111111111111 Shakopee, MN 55379 M.R U PAGE SIZE DA MISC LONGWICOMAIL TAX STATEMENT TO: ass a2s Pco NCOR SMFSAME AS ABOVET: CTY APN: 767-670-018-2'/ TRA: 020-016 (This space for Recorder's use only) DOCUMENT TRANSFER TAX $ 2,200.00 . - J� . XX Computed on the consideration or value of property conveyed; OR T 061. Computed, on the consideration or valueless liens or encumbrances remaining at the time of sale. 101ty Signature of Declarant bcAgent determining tax - Firm Name GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, EAST OF MADISON, LLC, a Delaware limited liability company ("Grantor"), hereby GRANT(S) to Robert J. Lothenbach, an unmarried man ("Grantee'),the real property located in the City of La'Quinta, County of Riverside, State of California, described as: See Legal. Description attached hereto and incorporated herein as Exhibit "A". SUBJECT TO all matters of record including, without limitation, the covenants and agreements described in Exhibit "A" attached hereto. Dated: 01/14/2010 EAST OF MADISON, LLC, a Delaware limited liability company By: 120 Acre Partners, LLC, a Delaware limited liability company Its: Managing Member By: Discovery La Quinta Investors, LLC, A Delaware :Umiitede ' company Its authorizeR a ' B os enson Its: Authorized Representative CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT STATE OF CALIFORNIA AS COUNTY OF RIVERSIDE ) On 01/14/2010 before me, DAWN M. SANDORF, a notary public in and for said state, personally appeared JOSEPH L . ARENSON,who proved to me on the basis of satisfactory evidence to be the person whose name 6 subscribed to the within Instrument and acknowledged to me that he executed the same In his authorized capacity and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. DAWN NI SANDORF 'COMM. #1638307 z g - i Noiary Public, California Z Si nature Riverside County o Comm. E res Jan. 15, 2010 This area for official notarial seal s EXHIBIT "A" Leeal Description Parcel No. 1: Lot 22 (the "Lot") of Tract No. 33076-1 as shown on Subdivision Map (the "Map")recorded on November 29, 2005, in Book 388, Pages 57 to 79, inclusive, of Maps, in the Office of the Riverside County Recorder. EXCEPTING AND RESERVING THEREFROM TO GRANTOR, and its successors, assigns, invitees, licensees and employees, together with the right to grant and transfer all or a portion of the same, all easements and rights of access, ingress, egress, encroachment,, maintenance, drainage, support, and for other purposes over the Association Maintenance Areas and other portions of the Lot, but only to the extent of such rights are reserved to the Grantor. in the following instruments: 1. The Declaration of Covenants, Conditions and Restrictions and Reservation of Easements for The Madison Club Owners Association (the "Declaration"), recorded on September 13, 2005, as Instrument No. 2005-754387, of Official Records of Riverside County, California (the "Official records"); Parcel No. 2: Nonexclusive easements for access, ingress, egress, drainage, maintenance, repairs and for other purposes, all as described in the Declaration. SUBJECT TO: 1. Non delinquent general, special and supplemental real property taxes and assessments. 2. All other covenants, conditions, restrictions, reservations, easements, rights and rights-of- way of record including, without limitation, the Declaration of Map for Tract No. 33076-2. Grantee, by acceptance and recordation of this Grant Deed, hereby (a) accepts and approves all of the foregoing in this Grant Deed, (b) grants to Grantor and The Madison Club Owners Association such powers and rights as are set forth in the Declaration, and (c) accepts, covenants and agrees to be bound by and assume performance of all the application provisions and requirements set forth in the Declaration, including Section 13.15 establishing the procedure for resolving disputes with Grantor, and the notice, which provisions and requirements are acknowledged to be reasonable and incorporated herein by this reference thereto. This grant is conditioned upon the performance of such provisions and requirements as are to be performed by Grantee under the Declaration. The restrictions on use and occupancy of the Lot are set forth in the Declaration to which this Grant Deed is specifically and expressly made subject. GRANTEE HEREBY ACCEPTS AND APPROVES THE FOREGOING, granting unto Grantor and The Madison Club Owners Association such powers and tights which 'are set forth in the Declaration defined above, on �J�itlll/i��/ Z`L , 2009. l� Ro crt J. Ltthenbach CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT, State of-G,84ie+flia County of __b%A1NA Al On D/ _�L� before me, / a:o ,Q Mere InsenNagIm atm Tele ,mpe O,tIH=f personally appeared t+ i T XF/_,0T Names) u: Sigr,ertst who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that ,by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. nnnrmnnn I certify under PENALTY OF PERJURY under the JAMES A. BAYLISS laws of the State of California that the foregoing Notary Public -Minnesota paragraph is true and correct. MY commission 6tplrea Jan 31, 2015 WITNESS my hand d official se I. Signature Naw Notary Seal ardor Stamp Abma v jr OPTIONA Though the information below is not required by law, it may prove valuable to persons relying on the ent and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: Corporate Officer — Title(s): _ .,Corporate Officer — Title(s): Individual Individual Partner—!', Limited :.!General Top of fhumb.I)ew Attorney in Fact Trustee Guardian or Conservator Other: . Signer Is Representing: . Partner — ` Limited . 1 : Attorney in Fact Trustee Guardian or Conservato ' ).Other: Signer Is Representing: General Top of fh,rrb here r v cwe�.,.w..e„ww.7 wawu....•wai aro aaa,vu..r.u.tw.ZaW.,larwami.(;n 9r7r3Z�1•www.NatwnafNOtarydp I:em-5907 Pat. r.C9To11-Frae1$(Ipe76die27 MADISON ' December 16; 2010 Mr. Robert Lothenbach 1000 Valley Park Drive ` Shakopee, MN 55379 Re: Lothenbach Plrojeet Lott 22A st 52903 Ross Avenue Dear Mr. Lothenbach; The Madison Cub Design Review Committee is approving the Lothenbach project ' for the purpose of Pian Review through the City of La 'Quinta. The DRC. will continue to work with the design team related to Madison Club specific details that are still outstanding. please contact Brook at ( or by email at or Scott Birdwell at ( with any questions. Sincerely, Madison Club Design Review .Conwdltee cc: Cordon IL6n DRC 01c. SZ120 MGR7w7'fHV.p WAY, LA Q11INTA4 QA 92253 TM 760 391-4500 FAx 760 391-4599 kin5 City of La Quinta PABuilding 81' Safety Division t # �`� P.O. Box 1504, 78-49S Calle Tampico 1O., La Quinta, CA 92253 - (760) 777-7012 UMMMUMMU� Building Permit Application and Tracking Sheet Je Project Address: ZDIS da, %vner's Name: I APPLICANT: DO NOT WRIT # A. P. Number: 7�7j Req'd Rec'd TRACK] Plan Sets Legal Description: C2 Plan Check submitted imated Value of Project: Structural Calcs. NG PERMIT FEES Contractor: Reviewed, ready for correcti( 40 Address: Construction Mechanical Called Contact Person p Title 24 Calcs. City, ST, Zip: Plans picked up Telephone: on e. Flood plain plan Developer Impact Fee State Lic. # : City Lic. # \ A.I.P. P. Arch., Engr., Designer: 2nd Review, ready for correcti Address: . City, ST, Zip: Grant Deed Plans picked up Telephone: H.O.A. Approval Total Permit Fees Plans resubmitted C1 State i Lc. " Review, ready for correctio Planning Approval Pr Name of Contact Person:Sq Date of permit issue School Fees Telephone # of Contact Person:*%�0 4;§5b0 02*1.:Pf APPLICANT: DO NOT WRIT # Submittal Req'd Rec'd TRACK] Plan Sets instruction Type: Occupancy: C2 Plan Check submitted imated Value of Project: Structural Calcs. NG PERMIT FEES 7 9 Item Reviewed, ready for correcti( ns Plan Check Deposit Truss Calcs. Construction Mechanical Called Contact Person Plumbing Title 24 Calcs. Plans picked up Flood plain plan Developer Impact Fee Plans resubmitted Grading plan A.I.P. P. 2nd Review, ready for correcti Subcontactor List . Called Contact Person 1wi Grant Deed Plans picked up H.O.A. Approval Total Permit Fees Plans resubmitted CV HOUSE:- " Review, ready for correctio Planning Approval Called Contact Person Pub. Wks. Appr Date of permit issue School Fees , ST, Zip: elephone: ............. roject Description: 30-31 instruction Type: Occupancy: )ject type (circle one): New Add'n Alter Repair Demo Pt.: # Sto ies: #Units: imated Value of Project: E BELOW THIS LINE NG PERMIT FEES 7 9 Item 1 Amount ns Plan Check Deposit Plan Check Balance Construction Mechanical ms issue Electrical Plumbing S. M.1. Grading is/issue Developer Impact Fee A.I.P. P. 4VI . Total Permit Fees 7% , Like 414 Send French Quarter Governor Williamsburg Loncon Street Six E idled London Street Coach House Cotton Exchange p)�M TOdTr AUG 032012 IU RATINGS GAS TIPS BTU USAGE APPROXIMATE MONTHLY COST 800-$7 Natural Gas 800-1200 1000-$9 1200-$11 1200-$29 Liquid Propane 1200-1500 1350-$32 1500-$36 HOME I CONTACTUS I ASSOCIATIONS I COMMUNITY I FAQ I PRESS I SITEMAP COPYRIGHT 02012 BEVOLO GAS AND ELECTRIC LIGHTS I SITE BY MAGNOLIA DEVELOPMENT GROUP ANNUAL ENERGY COST BASE INCANDESCENT (BASED ON 12 BULB DESCRI-TION TYPE WATTS TYPE EQUIVALENT HRS DAILY) Bulb - White E-B-WSM-60 Spun -60 Watt Incandescent 60 Med c0 $33.90 E -B- Bulb - Compact Fluorescent - CFL13GU24 15W(60W) - Warm White - MB CFL 15 Med. 60 58.48 Bulb - LED - E-B-LED2.0 2Watts -Maxt-ite LED 2 Med. 15 5113 HOME I CONTACTUS I ASSOCIATIONS I COMMUNITY I FAQ I PRESS I SITEMAP COPYRIGHT 02012 BEVOLO GAS AND ELECTRIC LIGHTS I SITE BY MAGNOLIA DEVELOPMENT GROUP Like -14 Send • French Quarter • Cocernor • Williamsburg • Loncon Street • Six Sided London 5trect • Coach House • Cbtlan Exchange • Six SEdcd Lights • Pendants • tieu r Carre Series • SiLmture Series • Fren-h Series • Cusum • Accessories • Pots • New Products SIGNATURE SERIES TUSCAN The Tuscan Light is a handsome fixture suitable for a variety of architectural designs. The Tuscan features dramatically curved roof and is secured by a custom rolled bracket. BRACKET OPTIONS I. ITALIANATE TUSCAN CONTEMPORARY ENGLISH REGENCY ENGLISH REGENCY GOTHIC GOTHIC BRACKET MOUNT FLUSH MOUNT GOOSENECK COMMANDI PALACE HOME I CONTACTUS I ASSOCIATIONS I COMMUNITY I FAQ I PRESS COPYRIGHT ® 2011 BEVOLO GAS AND ELECTRIC LIGHTS I SITE BY MAGNOLIA DEVELOPMENT GROUP Featured d It t WATT H THE EI GAS L BHT iBWAC.,Yk' .tYc[9fittT" t(xr Canal Street CS -100 CS -101 C5-102 Mount past wall banging X Ctose Window Previous Next 010, The Canal Street Available with natural gas, LP gas, or electric. Electronic gas safety starters available on all gas lanterns. Can be configured for wall, post, or hanging mount. Shown in Antique Finish (optional). Also available in: • Natural Copper Finish (standard) • Clear Coated Copper • Verdigris Finish • Black Call Toll -Free: 1 -877 -GAS -LITE 1-877-427-5483 Height 2 i� Width 11' SIGNATURE SERIES Eff ENGLISH REGENCY FLUSH MOUNT The English Regency is a very formal lantern that showcases beautiful hand -cut copper work as well as ell brass filigree. This light should be used on buildings that need something spectacular The English Regent flush mount is available in natural gas, liquid propane. and electric. BRACKET OPTIONS t A I A 1 ITALIANATE TUSCAN CONTEMPORARY ENGLISH REGENCY ENGLISH REGENCY GOTHIC GOTHIC BRACKET MOUNT FLUSH MOUNT GOOSENECK COMMANDI PALACE Like 414' Send HOME I CONTACTUS I ASSOCIATIONS I COMMUNITY I FAQ I PRESS COPYRIGHT 0 2011 BEVOLO GAS AND ELECTRIC LIGHTS I SITE BY MAGNOLIA DEVELOPMENT GROUP • French Quarter • Covernor • Williiarrsburg • London Street • Six Sided London Street • Goch House • Cotton Exchange • Six Sided Lights • Pendants • Vieux Carte Series • Signature Series • French Series • Custom • Accessories • Posts • New Products WHY BEVOLO? Customization - We care about putting the correct size and style on your home Quality -Bevolo Lanterns are lifetime fixtures and will be the last you will ever have to buy Beauty - Bevolo Lanterns only increase in beauty as the copper ages Continuity - We never discontinue a style of light Riveted - Aviation technology is the root of our hand riveted lights' strength Sustainable - The purest copper has a projected life of 300 years Efficiency - Our lights feature the most energy efficient burner in the world Longevity - Lifetime burners and secondary baffling systems ensure operability in any climate/environment Locally Made - We are proud to be not only American made, but Louisiana made in Orleans, Jefferson and St Tammany Parishes! WILL YOU SEND ME A CATALOG? To request a catalogue, please email gaslights@bevolo.com or call 504-522-9485 CAN BEVOLO ASSIST ME IN SELECTING MY FIXTURES? Yes, we offer a free design service. Send us your plans, elevations or photo of the area you are looking to address and we will put together a free lighting analysis telling you the proper size and style light that best complements the area. You will also receive photos, schematics, installation ins'ructions and even utility locations if needed WHICH LOCATION SHOULD I VISIT? Located in the heart of the French Quarter at 521 Conti Street or 318 Royal Street, our sales staff is ready to help At the Conti location, you are able to see our production facility where the lanterns are made. The Royal Street facility showcases the Bevolo Collection, which includes our lanterns, interior collection and patio/courtyard items. We aso have a third location at 68467 Hwy. 59, Mandevil'e, La. 70471. DO YOU SHIP? Yes, we ship all over the world. A shipping quote will be provided when ordering_ WHAT ARE THE FIXTURES MADE OF? ARE THERE ANY OTHER FINISHES? All of our fixtures are hand-crafted of the highest quality of copper and brass parts. There is no finish on our fixtures. When you place a f nish on a fixture and expose it to the elements of the environment, that finish is going to peel off- All fixtures start out as raw copper. Once the lantern is hand riveted together, we oxidize it, which ages ft about 10-15 years to an antique copper. It is a bronze color We do offer a dark oxidation, which will additionally age the copper to an almost black. We recommend the standard oxidation because it allows the fixture to age gracefully and naturally with your home. Contact our sales team at 504.522.9485 or gaslights@bevolo.com for a photo of the differences in the two oxidations. WHAT IS THE CURRENT LEAD TIME? CAN I GET MY LIGHTS EXPEDITED? Please call 504.522.9485 or email gaslights@bevolo.com for the current lead time. We do offer rush orders for a 25% rush fee (pre shipping/tax). which will place your order ahead of others to have them ready for you in one to two weeks. WHAT IF 1 LIVE IN A HIGH WIND AREA? Bevolo fixtures are designed to hold up to normal wind conditions, but in areas with excessive winds, such as the Bahamas, Texas, Oklahoma and coastal areas etc, further measures can De taken. Bevolo offers a wind baffle which is a discrete secondary wind blocker that easily attaches to the gas jet assembly. This can be added when placing your order; it is also somethirg that can be installed relatively easily in the field The piece itself is made out of Borosilicate glass that holds up very well to heat For images or installation instruction please call 504.522.9485 or email gaslights@bevolo.com. FLAME BLOWING OUT: Bevolo Gas & Electric Lights takes tremendous pride in crafting copper fixtures that last a lifetime. Great care is taken to ensure the gas flame does not blow out. Occasionally, under rare or extreme circumstances the problem may be caused by several things: Ensure the glass panes are snug and tight against the light frame, by pressing the small copper tabs firmly (like the back of a picture frame). The glass can shift during installation and/or shipping, and this can cause air drafts within the light. Please check for discreet cracks in the glass (these can be hard to notice) while you are tightening the glass. —NOTE: Majority of the time glass is the cause. For smaller lanterns, tie flame height should be approximately 1.5 inch to 2 inches tall. 2 to 2.5 inches for larger lights. Flames that are too big or small can lead to blow out issues. Try placing pennies over every other ventilation hole in the bottom of the lantern to reduce air flow within the lantern If the problems persist, please snap a picture cf the installation and forward to us via email (gaslights@bevolo.com) for further evaluation. Bevolo also offers a wnd baffle that can be installed easily on the burner tip to protect the flame from blowing out in high or unique wind situations The cost of a wind baffle is $75. SHOULD I USE AN ELECTRONIC IGNITER TO TURN MY GAS LIGHT ON AND OFF? An electronic igniter is a device installed on a gas jet assembly that allows the user to turn the gas light on and off with a switch inside the home. However, we strongly discourage customers from using them for the following reasons: When electronic component parts are used in an exterior application, there is a tendency for them to corrode and eventually fail. Putting those same components near a flame accelerates the deterioration of metal (heat is an accelerant.) This effect is fl.rther magnified by salt air and humidity. The average life expectancy of electronic igniters is approximately three years and the manufacturer (not Bevolo) only warranties the product for one year. Bevolo lights are equipped with the most efficient burner tips in the world. Electronic igniters do not use the tip effectively, and require different tips that bum approximately twice as much gas per hour. Keeping your gas lights on a dusk to dawn timer with an electronic igniter would burn the same amount of gas as our traditional bumers do when left on continuously. Gas lights are made to be elegant and simple. Adding multiple wires and hardware into a fixture takes away from the simplicity of our gas burner assembly and the flame itself. Electronic igniters are NOT aesthetically pleasing. In summary, Bevolo makes lifetime products, and we want you to enjoy your lights without the complications inevitably added by electronic igniters. CAN YOU CREATE A CUSTOM LANTERN? Bevolo has over 500 lighting and bracket combinations and many of these are custom fixtures. For any custom request; we require elevations or photos as well as a drawing of the custom fixture including dimensions. This can be submitted to Bevolo through a sales representative. You can call 504.522.9485 for a sales representative. ENERGY STAR COMPLIANT & TITLE 24: The California Energy Code, or Title 24, Part 6 of the California Code of Regulations, also tilled The Energy Efficiency Standards for Residential and Nonresidential Buildings, was established in 1978 to reduce California's energy consumption. it is an energy initiative that the state passed which has banned incandescent bulbs. In order to keep people from using incandescent bulbs, the code requires a special socket that does not accept standard bulbs. Bevolo offers Energy Star compliant base and light bulbs. Please contact 504.522.9485 or gasiights@bevolo.com for further information. ARE BEVOLO FIXTURES APPROVED FOR CANADA? Yes, Bevolo fixtures are approved for Canada. As of 2010, Canada requires that all exterior fixtures meet their CSA code and requirements. French ETL and warning stickers along with instructions accompany the fixture as well as the Canadian ETL sticker. ARE BEVOLO LIGHTS APPROVED FOR USE IN MASSACHUSETTS? Yes, Bevolo lights are specifically approved for Massachusetts. CERTIFICATION ETL OC ERTEI„ cm CANADA C 1ISTE� , I i/ ENERGYSTAR ENERGY STAR WILDLIFE LIGHTING k'' I �T��a c D ill AUG 0 3 2012 1-M Manufacturer Information - Designer's Lighting: Designer's Lighting is dedicated to provide its customers with a variety of unique, innovative and truly beautiful works of art. Designer's Lighting's craftsmen manufacture exterior and interior decorative lighting in their Dallas, Texas factory using such materials as aluminum, copper, brass and forged iron. Designer's Lighting gas and electric lanterns are manufactured in accordance to the standards of Underwriter Laboratories, Inc. (UL) and feature the U.L. listing on all of their cataloged products. Not only are the gas and electrical components tested and certified, but also all of designer's Lighting painted finishes use the finest durable coatings and feature a 2 year limited warranty. Designer's lighting offers not only fine gas and electric lanterns for both outdoor and indoor use, but they also offer full custom fabrication services. For a custom design of your own, please CONTACT U5. Designer's Lighting Styles I Designer's Lighting Options I Designer's Lighting FAQ Home I About Us I Lanterns In Action I Contact Us I Store Policies I Privacy Statement French Quarter Lanterns - Coovright 2002-2011 - i -866 -90 -LIGHT You are currently not logged in. Login I Register LANTERN SEARCH SEARCH BY MAN:: Copper Lantern Co. Copper Sculptures Coppersmith Lanterns Designers Lighting Flambeaux Lanterns Solara Lanterns US Lanterns Winterhouse Lanterns SEARCH BY TYPE Gas Lanterns Electric Lanterns Wall Mount Lanterns Hanging Lanterns Post Mount Lanterns Lantern Posts Specialty Lightbulbs Parts CUSTOMER FAVORITES Best Sellers This Weeks Specials Clearance Items ADVANCED SEARCH Keywords / Sku: For interior lighting, ceiling fans, lamps and much more, please check out our sister site French Quarter Lighting Click Here RIENCH QUARr[R F LIGHTING HOME ABOUTUS Shopping Cart You have 0 items in your shopping cart with a sub- total of $0.00. View Cart I Checkout LANTERNS IN ACTION CONTACT US F.A.Q. VENICE WALL MOUNT (DLA1-6631) Starting At: $990.00 Availability: Please allow 5-6 weeks for delivery. Available Finishes: Click here to see finish samples Lantern / Bracket Material: Steel / Steel Fixture Type: WALL MOUNT Available Fuel Types: NATURAL GAS, PROPANE, ELECTRIC Gas BTU Usage: Natural Gas - 2200 BTU/hr, Propane - 3600 BTU/hr. Available Dimensions (H x W x Ext.): 36" x 9.5" x 14", 45" x 13" x 18" Shipping Cost Each: $45 See All Coordinating Products In This Family: VENICE See below to seiect options and view prices Customize & Order I More Images I More Details I Manufacturer Information Order Please select the quantity and relevant options / add-ons to proceed. Quantity: 1 Options: Size: " 36" x 9.5" X 14" Lamp Type: Electric - Multiple Light Cluster(Standard) Finish:' Textured Black Glass Options: ; Clear Glass Standard Fuel Type: I Electric Price with your options: $990.00 Add To Cart Continue Shopping Images: Description: There is no additional product information available at this time. NATURAL GAS SINGLE OPEN FLAME (STANDARD) ELECTRIC OPTIONS: NONE - Gas Lantern selected FINISH: STANDARD RAW COPPER DECORATIVE SCROLLS: NONE Price with your options: $ 729.00 Add To Cart Continue Shopping Images: Manufacturer Information - Winterhouse, Inc: Winterhouse, Inc. is dedicated to the reproduction of authentic, handcrafted period lighting. Only Winterhouse could bring the richness of copper and brass together to create an era of excellence found in colonial craftsmanship with the most authentic gas and electric lanterns available. Winterhouse lanterns are patterned on authentic fixtures and produced in much the same way they were when pride in one's craftsmanship was second to none. Winterhouse is a family owned and operated business, with over 40 years of experience manufacturing true handcrafted fixtures. All Winterhouse lanterns are designed for electric, propane or natural gas illumination and are UL and CSA certified. Winterhouse Lantern Styles I Winterhouse Lantern FAQ Home I About Us I Lanterns In Action I Contact Us I Store Policies I Privacy Statement For interior lighting, ceiling fans, lamps and much more., please check out our sister site French Quarter Lighting Click Here FRENCH QUARTER LIG_HT I NG DRAKE LANTERN (WINH-DK) Starting At: $659.00 Availability: Please allow 4-6 weeks for delivery. Finish: STANDARD RAW COPPER, ANTIQUE, BLACK, VERDE Base Metal: Copper Fixture Type: WALL MOUNT, HANGING MOUNT, POST MOUNT Available Fuel Types: NATURAL GAS, PROPANE, ELECTRIC Available Dimensions (H, W): 35" x 7" Shipping Cost Each: $25 Gas / Electric Usage: 2600 BTU Per Hour Gas, 60 Watts Max Per Socket Electric Certification: UL Gas and UL Electric See below to select options and view prices Customize & Order I More Images I More Details Manufacturer Information Order Description: Please select the quantity and relevant options / add-ons to proceed. There is no additional Quantity: 1 product Options: information LANTERN TYPE: LARGE WALL GAS (+$70) available at GAS OPTIONS: this time. LX ' I UILT Product £rgirnoered Wood Products Package Lothenbach Residence La Quinta CA RedBtailtTM Project Number: 070335 Reference Documents: 12/13/2010 Drawing Section By Date Revision Type Sheets Architectural Design Mind Studio A1.1 -A7.2 Structural , ESI/FME, Inc: 2/16/2010 1 SGN-SD2 Mechanical Design Mind Studio conformance with If you have questions, please contact: EVIEWED Q ❑ REVISE AND RESUBMIT Technical Re resen ati P REJECTED ❑ FURNISHED AS CORRECTED Dave Newman Corrections or co ments made on the shop drawings (949) 630-9551 during this review pliance with r o not relieve contractor from com- trements of the drawings and specifications. ThI check is only for review of general conformance with the design concept of the project Design Center Cont ct• and general compt nce with the Information given In the contract docume . The contractor Is responsible Koray Yakar, PE for confirming dimensions; sel d correcting all quantities and 'ng fabrication processes and (909) 465-1205 techniques of oo truction; coordinating his work with 'a that of all other des: and performing his work In . safe and satisfac ry manner. The structural Integrity of items shown I these shop drawings are the sole responsibility of the Contractor's Engineer, not ESI/FME Structu Engineers. ESI/ E Structural Engineers. Calculi I 1 _II Our respo ility ' ited�esign of Ev. M 1.0-Iv14 I DEC 14 2010 CN1X-- pp. 1-7, Drawings pp. 1-5 wilt products in accordance with the above specified by the engineer of record. RedBuilt LLC 200 E Mallard Dr • Boise ID 83706 • Mail: PO Box 60 • Boise ID 83707 Ph: (208) 395-2400 • Fx: (208) 395-2443 (_'A1hh'J Q Z o ® Z L5 BUILDING PERMIT SUBMITTAL DRAWINGS M �H � THESE DRAWINGS HAVE BEEN PREPARED BY REDBUILT V 0} U ENGINEERING FOR BUILDING PERMIT SUBMITTALS ONLY. THE REDBUILT PRODUCTS INDICATED WILL BE DESIGNED LLL Q Q ® m FOR THE J to F - LOADS CONTAINED IN THE CALCULATION PACKAGE AND it to DIMENSIONS SHOWN ON THE ENGINEERED SHOP DRAWINGS. LL � O VERIFICATION OF THE LOADING INFORMATION, DIMENSIONS, AND GENERAL COMPLIANCE WITH THE DESIGN OF THE BUILDING MUS Z U BE RECEIVED BY REDBUILT BEFORE ANY PRODUCT FABRICATIO Q O _ Vm ':.�...' LLI Q FOR BUILDING DEPARTMENT ONLY �- RedBuilt LLC 200 E Mallard Dr • Boise ID 83706 • Mail: PO Box 60 • Boise ID 83707 Ph: (208) 395-2400 • Fx: (208) 395-2443 (_'A1hh'J ff" Project: Lothenbach Residence TYPe:Ci IW -S Location: La Quinta, CA Folder: 2nd Floor Framing', Date: 11/19/103:35 PM RedSpec"" by RedBuilt'"' Designer: Christina Galvan, P.E. v7.0.7 Comment: C:\Documents and Setting s\cgaIva n\Desktop\070335 Lothenbach Residence\Designs\070335 RedSpec.red ..... The products noted are intended for interior, untreated, non -corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBUiItTM recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt'" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt`", RedSpec'", Red -I'", Red -145`", Red -I65'", Red-I6ST'", Red -190'"; Red-I90H'", Red-I90HS'", Red -L'", Red -LT'", Red -W'", Red -S'", Red -M'", Red -H'", RedLam'", FloorChoice— are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010 RedBuilt LLC. All rights reserved. k F 11.875" Red-145TM (�.b 12" O/C DESIGN CONTROLS % Allow. Design Allow. DOL - Control Pass/Fail Shear (lb) 58% -830 1420 100% - Adjacent Second Support PASS Positive Moment (ft -Ib) 22% 1033 4685 100% - Even Members PASS Negative Moment (ft -Ib) 35% -1659 4685 100% - Adjacent Second Support PASS DEFLECTIONS (in) % Allow. Design Allow. Design Allow. Pass/Fail Span Live 27% 0.107 0.400 L / 999+ L / 480 PASS Span Total 19% 0.150 0.800 L / 999+ L / 240. PASS FloorChoice— Rating: 7.7 Performance rating is based on: 20 oc (19/32", 5/8") sheathing. RedSpec has not performed a structural analysis of the sheathing. SUPPORTS Support 1 Support 2 Support 3 Support 4 Live Reaction, Critical (lb) (DOL%) 0 (0) 1133 (100) 1133 (100) 0 (100) Live Reaction, Max. (lb) (DOL%) 59 (100) 1133 (100) 1133 (100) 59 (100) Dead Reaction (lb) -213 453 453 -213 Total Reaction (lb) (DOL%) 0 (100) 1586 (100) 1586 (100) 0 (100) Net Uplift Reaction (lb) (DOL%) -804(100) -804(100) Bearing Bottom Bottom Support Wall Wall Wall Wall i SPANS AND LOADS Dimensions represent horizontal design spans. 2'- 0.0" 16'- 0.0" 2'- 0.0.. APPLICATION LOADS Type Units DOL Live Dead Partition Spacing/Trib. Member Type Uniform , psf 100% 60 24 0 12" Floor Joist ADDITIONAL LOADS Type Units DOL Live Dead Location - from left Application Comment NOTES • Building code: IBC. Methodology: Allowable Stress Design • Min end bearing = 1.75 inches, web stiffeners not required. Min continuous bearing = 3.5 inches, web stiffeners not required. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. C:\Documents and Setting s\cgaIva n\Desktop\070335 Lothenbach Residence\Designs\070335 RedSpec.red ..... The products noted are intended for interior, untreated, non -corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBUiItTM recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt'" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt`", RedSpec'", Red -I'", Red -145`", Red -I65'", Red-I6ST'", Red -190'"; Red-I90H'", Red-I90HS'", Red -L'", Red -LT'", Red -W'", Red -S'", Red -M'", Red -H'", RedLam'", FloorChoice— are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010 RedBuilt LLC. All rights reserved. k F ��� Project: Lothenbach Residence Type• C 9- Location: La Quinta, CA Folder: 2nd Floor Framing Date: 11/19/10 3:35 PM RedSpeCTm. by RedBuilt'" Designer: Christina Galvan, P.E. v7.0.7 Comment: 12'- 0.0" APPLICATION LOADS Type Units DOL Live Dead Partition Spacing/Trib. Member Type Uniform psf 100% 60 24 0 16" Floor Joist ADDITIONAL LOADS Type Units DOL Live Dead Location - from left Application Comment NOTES • Building code: IBC. Methodology: Allowable Stress Design • Min end bearing = 1.75 inches, web stiffeners not required. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. C:\Documents and Settings\cgalvan\Desktop\070335 Lothenbach Residence\Designs\070335 RedSpec.red Page 1 of 1 ... The products noted are intended for interior, untreated, non -corrosive applications with normal temperatures and dry conditions of use, and must be installed { in accordance with local building code requirements and RedBuilt'" recommendations. The loads, spans, and spacing have been provided by others and must, be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt'" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. 3'. RedBuilt'", RedSpec'";.Red-I'", Red -145'", Red -165'", Red-I65TTM, Red -I90'", Red -I901-1'", Red-190HSTM, Red -L'", Red -LT'"; Red W'", Red -S'", Red -M'", Red -H'", RedLamTM, FloorChoice'" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010 RedBuilt U.C. All rights reserved. .11.875" Red-I45T"' @ 16" O/C This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS %Allow. Design Allow. DOL - Control Pass/Fail Shear (Ib) 47% 672 1420 100% - All Loads PASS Positive Moment (ft -Ib) 43% 2016 4685 100% - All Loads PASS DEFLECTIONS (in) % Allow. Design Allow. Design Allow. Pass/Fail Span Live 48% 0.143 0.300 L / 999+ L / 480 PASS Span Total 33%° 0.200 0.600 L / 720 L/ 240 PASS FloorChoice'" Rating: 9.1 Performance rating is based on: 20 oc (19/32", 5/8") sheathing. ' RedSpec has not performed a structural analysis of the sheathing. SUPPORTS Support 1 Support 2 Live Reaction, Critical (lb) (DOL%) 480 (100) 480 (100) Dead Reaction (lb) 192 192 Total Reaction (lb) (DOL%) 672 (100) 672 (100) Bearing Bottom Bottom Support Wall Wall SPANS AND LOADS Dimensions represent horizontal design spans. 12'- 0.0" APPLICATION LOADS Type Units DOL Live Dead Partition Spacing/Trib. Member Type Uniform psf 100% 60 24 0 16" Floor Joist ADDITIONAL LOADS Type Units DOL Live Dead Location - from left Application Comment NOTES • Building code: IBC. Methodology: Allowable Stress Design • Min end bearing = 1.75 inches, web stiffeners not required. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. C:\Documents and Settings\cgalvan\Desktop\070335 Lothenbach Residence\Designs\070335 RedSpec.red Page 1 of 1 ... The products noted are intended for interior, untreated, non -corrosive applications with normal temperatures and dry conditions of use, and must be installed { in accordance with local building code requirements and RedBuilt'" recommendations. The loads, spans, and spacing have been provided by others and must, be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt'" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. 3'. RedBuilt'", RedSpec'";.Red-I'", Red -145'", Red -165'", Red-I65TTM, Red -I90'", Red -I901-1'", Red-190HSTM, Red -L'", Red -LT'"; Red W'", Red -S'", Red -M'", Red -H'", RedLamTM, FloorChoice'" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010 RedBuilt U.C. All rights reserved. i �SPEC Project: Lothenbach Residence Type:' C14 Location: La Quinta, CA Folder: 2nd Floor Framing Date: 12/13/10 11:40 AM ReclSpecT" by RedBuiltTl Designer: Christina Galvan, P.E. v7.0.7 Comment: 11.875" Red -145 TM @ 16" O/C This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS % Allow.. Design Shear (lb) 38% 672 Positive Moment (ft -Ib) 60% 3528 DEFLECTIONS (in) % Allow. Design Span Live 37% 0.392 Span Total 67% 0.941 SUPPORTS Support 1 Support 2 Live Reaction, Critical (lb) (DOL%) 280 (125) 280 (125) Dead Reaction (lb) 392 392 Total Reaction (lb) (DOL%) 672 (125) 672 (125) Bearing Flush Flush Support Beam Beam HANGERS Model Left IUS1.81/11.88 Right. }ala 1.815 SPANS AND LOADS Dimensions represent horizontal design spans. APPLICATION LOADS Type . Units DOL Live Uniform psf 125% 20 Allow. 1775 5856 Allow. 1.050 1.401 Top Face 10-10d I2-16cj 21'- 0.0" Dead Partition 28 0 DOL - Control 125% - All Loads 125% - All Loads Design Allow. L / 643 L / 240 L/ 268 L/ 180 Member Header.' 2 -Teardrop Glulam DF/SP LVL Pass/Fail PASS PASS Pass/Fail PASS PASS Size 8.75x34.5 syy" Member Slope: 0/12 Spacing/Trib. Member Type 16" Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location - from left Application Comment NOTES • Building code: IBC. Methodology: Allowable Stress Design • Min end bearing = 1.75 inches, web stiffeners not required. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. S:\CustomEng\Production\070000\070335 Lothenbach Residence\Designs\070335 RedSpec.red Paged of -1 - The products noted are intended for interior, untreated, non -corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt•" recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project..Unless otherwise noted, this output has not been reviewed by a RedBuilt" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. 4 RedBuilt", RedSpec'", Red -IT", Red-I45T", Red -I651", Red -165T'", Red -1907", Red-190H",-Red-I90HST", Red -LT", Red-LTT", Red_WTM, Red -S'", Red -MT", Red -HT", RedLam'", FloorChoiceT" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010 RedBuilt LLC. All rights reserved. tL,9 @ L 9 Project: Lothenbach Residence Type: 83 CT`i P' &— _5-' Location: La Quinta, CA Qty: 1 RedOpenWebT" v5.0.4 Delivery: R1 Project Number: 070335 11/19/2010 3:19:43 PM PAGE 1 Del. Desc.: THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED All dimensions are horizontal. Reference Span = 26 0.000" 20.000" Red -STI OPEN WEB TRUSS. Parallel Profile Product diagram -is conceptual. LOADS: Analysis for Open -web Member Supporting FLOOR - RES. Structural Classification. Loads (pso: 60 Live at 100% duration, 0 Partition, 24 Dead (top chord), 0 Dead (bottom chord), @ 16.000" O.C. SUPPORTS: LEFT SUPPORT 0.25" 1 RIGHT SUPPORT (Angle: 0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 3.50" Bearing Clip: ii 0.75" Product diagram -is conceptual. LOADS: Analysis for Open -web Member Supporting FLOOR - RES. Structural Classification. Loads (pso: 60 Live at 100% duration, 0 Partition, 24 Dead (top chord), 0 Dead (bottom chord), @ 16.000" O.C. SUPPORTS: LEFT SUPPORT (Angle: 0") RIGHT SUPPORT (Angle: 0°) Material: Plate(s) Material: Plate(s) Bearing Clip: S -Clip Bearing Clip: S -Clip Reinforcement: Chord(s) only Reinforcement: Chord(s) only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 91.8% (Design / Allowable) A repetitive member increase was applied to application load group. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (Ibs) 1454 F (1.00) 415 D (0.90) 1454 F (1.00) 415 D (0.90) Live Load (Ibs) 1038 0 1038 0 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 0.526" (U579) Deflection (Live Load) Span: 0.376" (U811) Center Span Camber:' 0.226", Recommended Deflection analysis is based on composite action with single layer of 19/32", 5/8" Panels, span -rating 20' nailed wood decking. A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiItTM materials and code accepted design values. RedBUiltTm Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBUiltTM custom products listed above with chords analyzed using NDS analysis. -Pricing Load = 112.0 plf OPERATOR INFORMATION - Christina Galvan, P.E. cgalvan@redbuilt.com Copyright © 2010 by RedBuilt LLC Red -STM and RedOpenWebT are trademarks of RedBuilt LLC, Boise, Idaho, USA. 5 RedBuilt T" is a trademark of RedBuilt LLC, Boise, Idaho, USA. RedLam- is a trademark of RedBuilt LLC, Boise, Idaho, USA. RedOpenWeb- v5.0.4 11/19/2010 3:25:49 PM PAGE 1 Project: Lothenbach Residence Location: La Quinta, CA Delivery: R1 Del. Desc.: Type: AI (74p-@ A5, A2> Qty: 1 Project Number: 070335 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED All dimensions are horizontal. Reference Span = 17'0.000" 24.000" Red -STM OPEN WEB TRUSS Parallel Profile Product diagram is conceptual. LOADS: Analysis for Open -web Member Supporting FLOOR - RES. Structural Classification. Loads (psf): 40 Live at 100% duration, 0 Partition, 24 Dead (top chord), 0 Dead (bottom chord), @ 16.000" O.C. and: LOAD GROUP #1 @ 16.000" O.C.-Parallel Wall TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Uniform(plf) F(1.00) 0 150 0.250" to 16' 11.750" Adds to TC Parallel Non -Bearing Wall LOAD GROUP #2 @ 16.000" O.C.-Perpendicular Walls TYPE CLASS LIVE DEAD LOCATION (1) ' APPL APPLIED TO COMMENT Point(plf) F(1.00), 0 150 10' 0.000" Adds to TC, on chord(s) Non -Bearing Wall Point(plf) F(1.00) 0 150 14'6.000" Adds to TC, on chord(s) Non -Bearing Wall LOAD GROUP#3 @ 16.000" O.C.-Hall Loading TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Uniform(psf) F(1.00) 60 24 0.250" to 16' 11.750" Replaces TC Hall Loading Point(plf) F(1.00) 0 150 7' 0.000" Adds to TC, on chord(s) Non -Bearing Wall (1) Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT ' (Angle: 0°) RIGHT SUPPORT . (Angle: 0°,) Material: Plate(s) Material: Plate(s) Bearing Clip: S -Clip Bearing Clip: S -Clip Reinforcement: Chord(s) only Reinforcement: Chord(s) only DESIGN CONTROLS: Truss,Member•s Critical Design Component Value: 95.4% (Design / Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2, 3. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (lbs) 1995 F (1.00) 271 D (0.90) 1995 F (1.00) 271 D (0.90) Live Load (lbs) 452 0 452 0 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 0..163" (U1210) Deflection (Live Load) Span: 0.055" (U3559) Center Span Camber: 0.033", Recommended Deflection analysis is based on composite action with single layer of 19/32", 5/8" Panels, span -rating 20", nailed wood decking. A structural analysis of the deck has not been performed by the program. Copyright O 2010 by RedBuilt LLC Red -STM and RedOpenWebT are trademarks of RedBuilt LLC. Boise, Idaho, USA. 6 RedBuilt- is a trademark of RedBuilt LLC, Boise, Idaho, USA. RedLamTM is a trademark of RedBuilt LLC, Boise, Idaho, USA. lr1 a V I LT Project: Lothenbach Residence. Type: N RedOpenWeb" v5.0.4 " 11/19/2010 3:25:49 PM PAGE 2' ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance"with current RedBuiltTM" materials and code accepted design values. RedBuiltT" Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design'Values have been accepted by the following agencies: ICC ES Report No: ESR -1774, LAC RR 22614, and DSA. Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltT'" custom products listed above with chords analyzed using NDS analysis. , -Pricing, Load = 235.3 plf OPERATOR INFORMATION Christina Galvan, P.E. cgalvan@redbuilt.com l Copyright O 2010 by RedBuilt LLC Red -S- and RedOpenWebr" are trademarks of RedBuilt LLC. Boise, Idaho, USA. RedBuilt- is a trademark of RedBuilt LLC, Boise, Idaho, USA.. % RedLamTM is a trademark of RedBuilt LLC; Boise, Idaho, USA. I BUILDING ENERGY ANALYSIS REPORT I PROJECT: Lothenbach Residence. Lot #22, The Madison Club La Quinta, CA 92253 Project Designer: Design Mind Studios 75-175 Merle Drive, Suite 200 Palm Desert, Ca 92211 (760) 773-4488 Report Prepared by: Tim Scott 01 Scott Design and Title 24, Inc, 77-085 Michigan Drive Palm Desert, Ca 92211 (760) 200-4780 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION Job Number: �!l �� JAN 2 0, 201 DATE 6 Date: - 1 /7/2011 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoft.com. EnemvPro 5.1 by EnemvSoR User Number. 6712 RunCode: 2011-01-07714:48:59 ID: Y • • 0 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Lothenbach Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1/7/2011 Project Address Lot #22, The Madison Club La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 10,776 Addition n/a # of Stories 2 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes ❑ No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. ❑ Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity ( Features see Part 2 of 5 Status Roof Wood Framed Attic R-38 8,844 Radiant Barrier New Wall Wood Framed R-21 7,516 New Slab Unheated Slab -on -Grade None 8,844 Perim = 599' New Door Opaque Door None 24 New Floor Wood Framed w/Crawl Space R-19 31 New Door Opaque Door None 24 Int --R-12.0 New FENESTRATION U- Exterior Orientation Area( Factor SHGC Overhang Sidefins Shades Status Right (N) 218.5 0.330 0.38 none none Bug Screen New Front (SE) 54.0 0.330 0.38 none none Bug Screen New Left (S) 299.2 0.390 0.38 none none Bug Screen New Left (S) 241.9 0.330 0.38 none none Bug Screen New Left (S) 13.5 0.330 0.38 10.0 none Bug Screen New Rear (tM 34.4 0.390 0.38 10.0 none Bug Screen New Rear (W) 10.4 0.330 0.38 10.0 none Bug Screen New Right (N) 40.0 0.390 0.38 none none Bug Screen New Left (S) 67.5 0.510 0.38 none none Bug Screen New Rear (tM 150.0 0.510 0.38 none none Bug Screen New Right (N) 60.0 0.510 0.38 none none Bug Screen New HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 80% AFUE Split Air Conditioner 14.0 SEER Setback New 1 Central Furnace 80% AFUE Split Air Conditioner 14.0 SEER Setback New 3 Central Furnace 80% AFUE Split Air Conditioner 14.0 SEER Setback New HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status HVAC 1 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New HVAC 2 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New HVAC 3, 5 & 5A Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING Ot . Type Gallons Min. Eff Distribution Status 2 Large Gas 100 0.99 All Pipes Ins New EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2011-01-07T14:48:59 ID: Page 3 of 53 • • • PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Lothenbach Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1/7/2011 Project Address Lot #22, The Madison Club La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 10,7 Addition n/a # of Stories 2 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes ❑ No HERS Measures -- If Yes, A CF -413 must be provided per Part 2 of 5 of this form. IZI Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity f Features see Part 2 of 5 Status FENESTRATION Orientation . Area(ft) U- Exterior Factor SHGC Overhang Sidefins Shades Status Front (E) 103.5 0.330 0.38 none none Bug Screen New Front (E) 66.0 0.330 0.38 6.0 none Bug Screen New Front (E) 72.5 0.390 0.38 6.0 none Bug Screen New Front (E) 72.0 0.510 0.38 none none Bug Screen New Rear (lAq 60.0 0.330 0.38 none none Bug Screen New Rear (149 25.0 0.330 0.38 8.0 none Bug Screen New Rear (lN) 480.0 0.510 0.38 18.0 none Bug Screen New Right (N) 224.0 0.390 0.38 8.0 none Bug Screen New Right (N) 13.5 0.330 0.38 4.0 none Bug Screen New Left (S) 80.0 0.390 0.38 8.0 none Bug Screen New HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 80% AFUE Split Air Conditioner 14.0 SEER Setback New 1 Central Furnace 80% AFUE Split Air Conditioner 14.0 SEER Setback New 1 Central Furnace 80% AFUE Split Air Conditioner 14.0 SEER Setback New HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R -Value Status HVAC 6 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New HVAC 7 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New HVAC 4 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING Ot . Type Gallons Min. Eff Distribution Status EnergyPro 5. 1 by EnergySoft User Number.- 6712 Run Code: 2011-01-07714:48:59 ID: Page 4 of 53 • • • PERFORMANCE CERTIFICATE: Residential Part 1 -of 5 CF -1 R Project Name Lothenbach Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1/7/2011 Project Address Lot #22, The Madison Club La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 10,776 Addition n/a # of Stories 2 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes ❑ No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. EI Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special Construction Type Cavity ( Features see Part 2 of 5 Status FENESTRATION U- Exterior Orientation Area(ft) Factor SHGC Overhang Sidefins Shades Status HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 80% AFUE Split Air Conditioner 14.0 SEER Setback New HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R -Value Status HVAC 8 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING Ot . Type Gallons Min. Eff Distribution Status EnergyPro 5. 1 by EnergySoft User Number: 6712 Run Code: 2011-01-07T14:48:59 ID: Page 5 of 53 • • • PERFORMANCE CERTIFICATE: -Residential Part 2 of 5 CF -1 R Project Name Lothenbach Residence Building Type ® Single Family ❑ Addition Alone 1 ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1/7/2011 SPECIAL FEATURES INSPECTION'CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency . determines the adequacy of the justification, and may reject a building or design that otherwise complies based on`the adequacy of the special justification and documentation submitted. The DHW System Bradford -White #MN-1-100T6BN is a non-NAECA large storage gas water heater. Verify DHW details. The HVAC System HVAC 1 must serve only Living Areas. The non -closable area between zones cannot exceed 40 sf and each zone must be controlled with a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA -6 must be met. HIGH MASS Design - Verify Thermal Mass: 369.0 ft2 Covered Slab Floor, 3.500" thick at Office/Ha/UStairs HIGH MASS Design - Verify Thermal Mass: 682.0 ft2 Exposed Slab Floor, 3.500" thick at Ofiftice/Ha/UStairs HIGH MASS Design - Verify Thermal Mass: 936.0 ft2 Covered Slab Floor, 3.500" thick at Master Suite HIGH MASS Design - Verify Thermal Mass: 663.0 ft' Exposed Slab Floor, 3.500" thick at Master Suite The HVAC System HVAC 3, 5 & 5A must serve only Living Areas. The non -closable area between zones cannot exceed 40 sf and each zone must be controlled with a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA -6 must be met. HIGH MASS Design - Verify Thermal Mass: 528.0 ft2 Covered Slab Floor, 3.500" thick at Great/Bar/Foyer/DiningXitchen HIGH MASS Design - Verify Thermal Mass: 3,179.0 ft2 Exposed Slab Floor, 3.500" thick at Great/Bar/Foyer/Dining/Kitchen The HVAC System HVAC 6 must serve only Living Areas. The non -closable area between zones cannot exceed 40 sf and each zone must be controlled with a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential A endix RA -6 must be met. HIGH MASS Design - Verify Thermal Mass: 637.0 ft2 Covered Slab Floor, 3.500" thick at Game/Theater/Hall HIGH MASS Design - Verify Thermal Mass: 934.0 ft= Exposed Slab Floor, 3.500" thick at Game/Theater/Hall The HVAC System HVAC 7 must serve only Sleeping Areas. The non -closable area between zones cannot exceed 40 sf and each zone must be controlled with a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA -6 must be met. HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive_ a completed CF -4R form for each of the measures listed below for final to be given. The Cooling System Carrier 24ACA448158CVX090 includes credit for a 12.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC 1 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 1 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System Carrier 24ACB460158CVX090 includes credit for a 12.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC 2 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 2 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System Carrier 14 SEER/80% Systems includes credit for a 12.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC 3, 5 & 5A incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 3, 5 & 5A incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System Carrier 24A CB4601 58C VX090 includes credit for a 12.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC 6 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 6 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2011-01-07714:48:59 ID: Page 6 of 53 • C PERFORMANCE CERTIFICATE: Residential Part 2 of 5 CF -1 R Project Name Lothenbach Residence Building Type m Single Family ❑ Addition Alone 1 ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1 1/7/2011 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. HIGH MASS Design - Verity Thermal Mass: 707.0 ft2 Covered Slab Floor, 3.500" thick at Bedroom 1 & 2 HIGH MASS Design - Verify Thermal Mass: 209.0 ft2 Exposed Slab Floor, 3.500" thick at Bedroom 1 & 2 The HVAC System HVAC 4 must serve only Living Areas. The non -closable area between zones cannot exceed 40 sf and each zone must be controlled with a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA -6 must be met. The HVAC System HVAC 8 must serve only Sleeping Areas. The non -closable area between zones cannot exceed 40 sf and each zone must be controlled with a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA -6 must be met. The Roof R-38 Roof(R. 38.2x 14.16) includes credit for a Radiant Barrier that is Continuous meeting eligibility and installation criteria as specified in Residential Appendix RA4.2.2. HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. The Cooling System Carrier 24ACA436158CVX090 includes credit for a 12.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC 7 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 7 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System Carrier 24ACA430158CVX090 includes credit for a 12.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC 4 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 4 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System Carrier 24ACA436158CVX090 includes credit for a 12.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC 8 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 8 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. EnergyPro 5.1 by EnergySoft User Number: 6712 Run Code: 2011-01-07T14:48:59 ID: Pae 7 of 53 • • • PERFORMANCE CERTIFICATE: Residential Part 3 of 5 CF -1 R Project Name Building Type m Single Family ❑ Addition Alone Date Lothenbach Residence 1 ❑ Multi Family ❑ Existing+ Addition/Alteration 1/7/2011 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/ft2- r Space Heating 3.65 3.87 -0.22 Space Cooling 56.66 50.02 6.64 Fans 11.46 14.29 -2.84 Domestic Hot Water 3.19 1.69 1.50 Pumps 0.00 0.00 0.00 Totals 74.96 69.88 5.07 Percent Better Than Standard: 6.8% BUILDING COMPLIES - HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: (E) 90 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (E) 1,784 368 Fuel Available at Site: Natural Gas (S) 2,747 702 Raised Floor Area: 31 M9 2,090 760 Slab on Grade Area: 8,844 (N) 3,329 556 Average Ceiling Height: 11.1 Roof 8,844 0 Fenestration Average U -Factor: 0.41 TOTAL: 2,386 Average SHGC: 0.38 Fenestration/CFA Ratio: 22.1% REMARKS STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company Scott Design and Title 24, Inc, 1/7/2011 77-085 Michigan Drive Tim Scott �\ Address Name City/State/ZipCity/State/Zip Palm Desert, Ca 92211 Phone (760) 200-4780 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company Design Mind Studios Address 75175 Merle Drive, Suite 200 Name Gordon Stein City/State/Zip Palm Desert Ca 92211 Phone (760) 773-4488 Signed License # Date EnemvPro 5.1 by EnemySoft User Number. 6712 Run Code: 2011-01-07T14:48:59 ID: Pa e 8 of 53 Ah • CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Lothenbach Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition Alteration Date 1/7/2011 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Joint Appendix Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Roof 848 0.026 R-38 0 20 New 4.2.1-A9 Zone 1 Wall 523 0.069 R-21 0 90 New 4.3.1-A6 Zone 1 Wall 346 0.069 R-21 135 90 New 4.3.1-A6 Zone 1 Wall 355 0.069 R-21 180 90 New 4.3.1-A6 Zone 1 Wall 15 0.069 R-21 270 90 New 4.3.1-A6 Zone 1 Slab 369 0.730 None 0 180 New 4.4.7-A1 Zone 1 Slab 682 0.730 None 0 180 New 4.4.7-A1 Zone 1 Roof 1,302 0.026 R-38 0 20 New 4.2.1-A9 Zone 2 Wall 569 0.069 R-21 0 90 New 4.3.1-A6 Zone 2 Wall 124 0.069 R-21 90 90 New 4.3.1-A6 Zone 2 Wall 219 0.069 R-21 180 90 New 4.3.1-A6 Zone 2 Wall 87 0.069 R-21 270 90 New 4.3.1-A6 Zone 2 Slab 936 0.730 None 0 180 New 4.4.7-A1 Zone 2 Slab 663 0.730 None 0 180 New 4.4.7-A1 Zone 2 Roof 3,707 0.026 R-38 0 20 New 4.2.1-A9 Zone 3 & 5 Wall 1 1281 0.069 R-21 I 1 01 90 New 14.3.1-A6 JZone 3 & 5 FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC Azm Status Glazing Type Location/Comments 1 Window 8.0 0.330 NFRC 0.38 NFRC 0 New Architectural Madison Club Writ Zone 1 2 Window 25.0 0.330 NFRC 0.38 NFRC 0 New Architectural Madison Club Wni Zone 1 3 Window 8.0 0.330 NFRC 0.38 NFRC 0 New Architectural Madison Club Wnt Zone 1 4 Window 8.0 0.330 NFRC 0.38 NFRC 0 New Architectural Madison Club Wni Zone 1 5 Window 8.0 0.330 NFRC 0.38 NFRC 0 New Architectural Madison Club Win Zone 1 6 Window 13.5 0.330 NFRC 0.38 NFRC 135 New Architectural Madison Club Win Zone 1 7 Window 13.5 0.330 NFRC 0.38 NFRC 135 New Architectural Madison Club Win Zone 1 8 Window 13.5 0.330 NFRC 0.38 NFRC 135 New Architectural Madison Club Win Zone 1 9 Window 13.5 0.330 NFRC 0.38 NFRC 135 New Architectural Madison Club Win Zone 1 10 Window 12.0 0.390 NFRC 0.38 NFRC 180 New Architectural Madison Fr Door Zone 1 11 Window 24.0 0.390 NFRC 0.38 NFRC 180 New Architectural Madison Fr Door Zone 1 12 Window 12.0 0.390 NFRC 0.38 NFRC 180 New Architectural Madison Fr Door Zone 1 13 Window 40.0 0.390 NFRC 0.38 NFRC 180 New Architectural Madison Fr Door Zone 1 14 Window 40.0 0.330 NFRC 0.38 NFRC 180 New Architectural Madison Club Winc Zone 1 15 Window 40.0 0.330 NFRC 0.38 NFRC 180 New Architectural Madison Club Win Zone 1 16 Window 13.5 0.330 NFRC 0.38 1 NFRC 180 New Architectural Madison Club Win4 Zone 1 (1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window H t Wd Ove hang Left Fin Right Fin Len HqA LExt RExt Dist Len H t Dist Len H t 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 5 Bug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Bug Screen 0.76 10 Bua Screen 0.76 11 Bug Screen 0.76 12 Bug Screen 0.76 13 Bug Screen 0.76 14 Bug Screen 0.76 15 Bug Screen 0.76 16 Bug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number.* 6712 Runcode: 2011-01-07T14:48:59 ID: Page 9 of 53 • CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Lothenbach Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1/7/2011 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Factor Cavity Exterior Frame Interior Frame Azm Joint Appendix Tilt Status 4 Location/Comments Wall 547 0.069 R-21 90 90 New 4.3.1-A6 Zone 3 & 5 Wall 59 0.069 R-21 180 90 New 4.3.1-A6 Zone 3 & 5 Wall 838 0.069 R-21 270 90 New 4.3.1-A6 Zone 3 & 5 Slab 528 0.730 None 0 180 New .4.4.7-A 1 Zone 3 & 5 Slab 3,1791 0.730 None 0 180 New 4.4.7-A1 Zone 3 & 5 Roof 1,245 0.026 R-38 0 20 New 4.2.1-A9 Zone 6 Wall 213 0.069.R-21 0 90 New 4.3.1-A6 Zone 6 Wall 123 0.069 R-21 90 90 New 4.3.1-A6 Zone 6 Door 24 0.500 None 90 90 New 4.5.1-A4 Zone 6 Wall 292 0.069 R-21 180 90 New 4.3.1-A6 Zone 6 Wall 120 0.069 R-21 270 90 New 4.3.1-A6 Zone 6 Slab 637 0.730 None 0 180 New 4.4.7-A1 Zone 6 Slab 934 0.730 None 0 180 New 4.4.7-A 1 Zone 6 Wall 430 0.069 R-21 0 90 New 4.3.1-A6 Zone 7 Wall 130 0.069 R-21 90 90 New .4.3. 1-A6 Zone 7 Wall 223 0.069 R-21 1801 90 1 New 14.3.1-A6 Zone 7 FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC Azm Status Glazing Type Location/Comments 17 Window 13.5 0.330 NFRC 0.38 NFRC 180 New Architectural Madison Club Wine Zone 1 18 Window 10.4 0.390 NFRC 0.38 NFRC 270 New Architectural Madison Fr Door Zone 1 19 Window 24.0 0.390 NFRC 0.38 NFRC 270 New Architectural Madison Fr Door Zone 1 20 Window 10.4 0.330 NFRC 0.38 NFRC 270 New Architectural Madison Club Wine Zone 1 21 Window 8.0 0.330 NFRC 0.38 NFRC 0 New Architectural Madison Club WinZone 2 22 Window 8.0 0.330 NFRC 0.38 NFRC 0 New Architectural Madison Club Win Zone 2 23 Window 20.0 0.330 NFRC 0.38 NFRC 0 New Architectural Madison Club Win Zone 2 24 Window 28.5 0.330 NFRC 0.38 NFRC 0 New Architectural Madison Club Win Zone 2 25 Window 20.0 0.330 NFRC 0.38 NFRC 0 New Architectural Madison Club Win Zone 2 26 Window 8.0 0.330 NFRC 0.38 NFRC 0 New Architectural Madison Club Win Zone 2 27 Window 40.0 0.390 NFRC 0.38 NFRC 0 New Architectural Madison Fr Door Zone 2 28 Window 67.5 0.510 NFRC 0.38 NFRC 180 New Architectural Madison Sl door Zone 2 29 Window 150.0 0.510 NFRC 0.38 NFRC 270 New Architectural Madison SI door Zone 2 30 Window 60.0 0.510 NFRC 0.38 NFRC 0 New Architectural Madison SI door Zone 3 & 5 31 Window 19.5 0.330 NFRC 0.38 NFRC 90 New Architectural Madison Club Wine.Zone 3 & 5 32 Window 19.5 0.330 NFRC 0.38 NFRC 901 New Architectural Madison Club Wn4 Zone 3 & 5 (1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-13 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Hat Wd Ove hang Left Fin Right Fin Len H t LExt RExt Dist Len Hat Dist Len Hat 17 Bug Screen 0.76 3.5 4.0 10.0 0.1 10.0 10.0 18 Bug.Screen 0.76 8.0 1.2 10.0 0.1 10.0 10.0 19 Bug Screen 0.76 8.0 3.0 10.0 0.1 10.0 10.0 20 Bug Screen 0.76 8.0 1.2 10.0 0.1 10.0 10.0 21 Bug Screen 0.76 22 Bug Screen 0.76 23 Bug Screen 0.76 24 Bug Screen 0.76 25 Bug Screen 0.76 26 Bug Screen 0.76 27 Bug Screen 0.76 28 Bug Screen 0.76 29 Bug Screen 0.76 30 Bug Screen 0.76 31 IBug Screen 0.76 32 JBug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number., 6712 RunCode: 2011-01-07714:48:59 ID: Pae 10 of 53 MW • • CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Lothenbach Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1/7/2011 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Factor Cavity Exterior Frame Interior Frame Azm Joint Appendix Tilt Status 4 Location/Comments Slab 707 0.730 None 0 180 New 4.4.7-A1 Zone 7 Slab 209 0.730 None 0 180 New 4.4.7-A1 Zone 7 Roof 660 0.026 R-38 0 20 New 4.2.1-A9 Zone 4 Wall 361 0.069 R-21 0 90 New 4.3.1-A6 Zone 4 Wall 350 0.069 R-21 180 90 New 4.3.1-A6 Zone 4 Wall 120 0.069 R-21 270 90 New 4.3.1-A6 Zone 4 Floor 31 0.037 R-19 0 180 New 4.4.1-A4 Zone 4 Roof 1,082 0.026 R-38 0 20 New 4.2.1-A9 Zone 8 Wall 526 0.069 R-21 0 90 New .4.3. 1-A6 Zone 8 Door 24 0.079 None 12.0 None 0 90 New 4.5.1-A1 Zone 8 Wall 123 0.069 R-21 90 90 New 4.3.1-A6 Zone 8 Wall 548 0.069 R-21 180 90 New 4.3.1-A6 Zone 8 Wall 150 0.069 R-21 270 90 New 4.3.1-A6 Zone 8 FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC Azm Status Glazing Type Location/Comments 33 Window 33.0 0.330 NFRC 0.38 NFRC 90 New Architectural Madison Club Wnc Zone 3 & 5 34 Window 72.5 0.390 NFRC 0.38 NFRC 90 New Architectural Madison Fr Door Zone 3 & 5 35 Window 33.0 0.330 NFRC 0.38 NFRC 90 New Architectural Madison Club Wnc Zone 3 & 5 36 Window 72.0 0.510 NFRC 0.38 NFRC 90 New Architectural Madison SI door Zone 3 & 5 37 Window 6.0 0.330 NFRC 0.38 NFRC 90 New Architectural Madison Club WinZone 3 & 5 38 Window 6.0 0.330 NFRC 0.38 NFRC 90 New Architectural Madison Club Win Zone 3 & 5 39 Window 6.0 0.330 NFRC 0.38 NFRC 90 New Architectural Madison Club Win Zone 3 & 5 40 Window 6.0 0.330 NFRC 0.38 NFRC 90 New Architectural Madison Club Win Zone 3 & 5 41 Window 22.4 0.330 NFRC 0.38 NFRC 180 New Architectural Madison Club Win Zone 3 & 5 42 Window 6.0 0.330 NFRC 0.38 NFRC 270 New Architectural Madison Club Win Zone 3 & 5 43 Window 25.0 0.330 NFRC 0.38 NFRC 270 New Architectural Madison Club Win Zone 3 & 5 44 Window 480.0 0.510 NFRC 0.38 NFRC 270 New Architectural Madison SI door Zone 3 & 5 45 Window 6.0 0.330 NFRC 0.38 NFRC 270 New Architectural Madison Club Win Zone 3 & 5 46 Window 6.0 0.330 NFRC 0.38 NFRC 270 New Architectural Madison Club Wnc Zone 3 & 5 47 Window 6.0 0.330 NFRC 0.38 NFRC 270 New Architectural Madison Club Win Zone 3 & 5 48 Window 6.0 0.330 NFRC 0.38 NFRC 270 New Architectural Madison Club Wn4 Zone 3 & 5 (1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window H t Wd Ove hang Left Fin Right Fin Len H t LExt REA Dist Len H t Dist Len H t 33 Bug Screen 0.76 10.0 3.3 6.0 0.1 6.0 6.0 34 Bug Screen 0.76 10.0 7.3 6.0 0.1 6.0 6.0 35 Bug Screen 0.76 10.0 3.3 6.0 0.1 6.0 6.0 36 Bug Screen 0.76 37 Bug Screen 0.76 38 Bug Screen 0.76 39 Bug Screen 0.76 40 Bug Screen 0.76 41 Bug Screen 0.76 42 Bug Screen 0.76 43 Bug Screen 0.76 5.0 5.0 8.0 0.1 8.0 8.0 44 Bug Screen 0.76 10.0 48.0 18.0 0.1 18.0 18.0 45 Bug Screen 0.76 46 Bug Screen 0.76 47 JBug Screen 0.76 48 JBug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number. 6712 Run Code: 2011-01-07714:48:59 ID: Pae 11 of 53 • Ah • CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Lothenbach Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1/7/2011 OPAQUE SURFACE DETAILS Surface U- Type Area Factor Insulation Cavit Exterior Frame Interior Frame Azm Joint Appendix Tilt Status 4 Location/Comments ------------ FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC Azm Status Glazing Type Location/Comments 49 Window 48.0 0.390 NFRC 0.38 NFRC 0 New Architectural Madison Fr Door Zone 6 50 Window 48.0 0.390 NFRC 0.38 NFRC 0 New Architectural Madison Fr Door Zone 6 51 Window 12.0 0.390 NFRC 0.38 NFRC 0 New Architectural Madison Fr Door Zone 6 52 Window 24.0 0.390 NFRC 0.38 NFRC 0 New Architectural Madison Fr Door Zone 6 53 Window 12.0 0.390 NFRC 0.38 NFRC 0 New Architectural Madison Fr Door Zone 6 54 Window 13.5 0.330 NFRC 0.38 NFRC 0 New Architectural Madison Club Wnc Zone 6 55 Window 13.5 0.330 NFRC 0.38 NFRC 90 New Architectural Madison Club Winc Zone 6 56 Window 14.0 0.390 NFRC 0.38 NFRC 180 New Architectural Madison Fr Door Zone 6 57 Window 42.4 0.390 NFRC 0.38 NFRC 180 New Architectural Madison Fr Door Zone 6 58 Window 14.0 0.390 NFRC 0.38 NFRC 180 New. Architectural Madison Fr Door Zone 6 59 JWndow 8.0 0.330 NFRC 0.38 NFRC 180 New Architectural Madison Club Wnc Zone 6 60 Window 8.0 0.330 NFRC 0.38 NFRC 180 New Architectural Madison Club Wnc Zone 6 61 Window 12.0 0.330 NFRC 0.38 NFRC 180 New Architectural Madison Club Wnc Zone 6 62 Window 8.0 0.330 NFRC 0.38 NFRC 180 New Architectural Madison Club Wnc Zone 7 63 Window 8.0 0.330 NFRC 0.38 NFRC 180 New Architectural Madison Club Win Zone 7 64 Window 14.01 0.390 NFRC 0.38 NFRC 180 New Architectural Madison Fr Door I Zone 7 (1) Ll -Factor Type: 2 SHGC Type: 116-A = Default Table from Standards, NFRC = Labeled Value 116-13 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window H t I Wd Ove hang Left Fin Right Fin Len H t LExt RExt Dist Len H t Dist Len H t 49 Bug Screen 0.76 8.01 6.0 8.0 0.1 8.0 8.0 50 Bug Screen 0.76 8.0 6.0 8.0 0.1 8.0 8.0 51 Bug Screen 0.76 8.0 1.5 8.0 0.1 8.0 8.0 52 Bug Screen 0.76 8.0 3.0 8.0 0.1 8.0 8.0 53 Bug Screen 0.76 8.0 1.5 8.0 0.1 8.0 8.0 54 Bug Screen 0.76 4.5 3.0 4.0 0.1 4.0 4.0 55 Bug Screen 0.76 56 Bug Screen 0.76 57 Bug Screen 0.76 58 Buc Screen 0.76 59 Bug Screen 0.76 60 Bug Screen 0.76 61 Bug Screen 0.76 62 Bug Screen 0.76 63 Bug Screen 0.76 64 JBug Screen 0.76 EnergyPro 5.1 by Energysoft User Number: 6712 Run Code: 2011-01-07T14:48:59 ID: Pae 12 of 53 • • C] CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Lothenbach Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition Alteration Date 1/7/2011 OPAQUE SURFACE DETAILS Surface U- Type Area Factor Insulation Joint Appendix Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGCz Azm Status Glazing Type Location/Comments 65 Window 42.4 0.390 NFRC 0.38 NFRC 180 New Architectural Madison Fr Door Zone 7 66 Window 14.0 0.390 NFRC 0.38 NFRC 180 New Architectural Madison Fr Door Zone 7 67 Window 14.0 0.390 NFRC 0.38 NFRC 180 New Architectural Madison Fr Door Zone 7 68 Window 42.4 0.390 NFRC 0.38 NFRC 180 New Architectural Madison Fr Door Zone 7 69 Window 14.0 0.390 NFRC 0.38 NFRC 180 New Architectural Madison Fr Door Zone 7 70 Window 12.0 0.330 NFRC 0.38 NFRC 0 New Architectural Madison Club Wnc Zone 4 71 Window 8.0 0.330 NFRC 0.38 NFRC 0 New Architectural Madison Club Win Zone 4 72 Window 8.0 0.330 NFRC 0.38 NFRC 0 New Architectural Madison Club Wnc Zone 4 73 Window 8.0 0.330 NFRC 0.38 NFRC 0 New Architectural Madison Club Wnc Zone 4 74 Window 8.0 0.330 NFRC 0.38 NFRC 0 New Architectural Madison Club Wnc Zone 4 75 Window 25.0 0.330 NFRC 0.38 NFRC 0 New Architectural Madison Club Wnc Zone 4 76 Window 40.0 0.390 NFRC 0.38 NFRC 180 New Architectural Madison Fr Door Zone 4 77 Window 40.0 0.390 NFRC 0.38 NFRC 180 New Architectural Madison Fr Door Zone 4 78 Window 30.0 0.330 NFRC 0.38 NFRC 270 New Architectural Madison Club Wnt Zone 4 79 JWndow 40.0 0.390 NFRC 0.38 NFRC 0 New Architectural Madison Fr Door 1Zone8 80 JWndow 1 40.0 0.390 NFRC I 0.38 NFRC 0 New Architectural Madison Fr Door I Zone 8 (1) Ll -Factor Type: 2 SHGC Type: 116-A = Default Table from Standards, NFRC = Labeled Value 116-13 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window H t Wd Ove hang Left Fin Right Fin Len H t LExt RExt Dist Len Hot Dist Len H t 65 Bug Screen 0.76 66 Bug Screen 0.76 67 Bug Screen 0.76 68 Bug Screen 0.76 69 Bug Screen 0.76 70 Bug Screen 0.76 71 Bug Screen 0.76 72 Bug Screen 0.76 73 Bug Screen 0.76 74 Bug Screen 0.76 75 Bug Screen 0.76 76 Bug Screen 0.76 8.0 5.0 8.0 0.1 8.0 8.0 77 Bug Screen 0.76 8.0 5.0 8.0 0.1 8.0 8.0 78 Bug Screen 0.76 79 Bug Screen 1 0.76 8.01 5.0 8.0 0.1 8.0 8.0 80 1Bug Screen 1 0.761 8.01 5.0 8.0 0.1 8.0 8.0 EnergyPro 5.1 by EnergySoft User Number.- 6712 RunCode: 2011-01-07T14:48:59 ID: Pae 13 of 53 :7 • • CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Lothenbach Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1/7/2011 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments FENESTRATION SURFACE DETAILS ID Type Area LI -Factor' SHGC Azm Status Glazing Type Location/Comments 81 Window 13.5 0.330 NFRC 0.38 NFRC 90 New Architectural Madison Club Win Zone 8 82 Window 13.5 0.330 NFRC 0.38 NFRC 90 New Architectural Madison Club Win Zone 8 83 Window 8.0 0.330 NFRC 0.38 NFRC 180 New Architectural Madison Club Win Zone 8 84 Window 25.0 0.330 NFRC 0.38 NFRC 180 New Architectural Madison Club Win Zone 8 85 Window 8.0 0.330 NFRC 0.38 NFRC 180 New Architectural Madison Club Win Zone 8 86 Window 25.0 0.330 NFRC 0.38 NFRC 180 New Architectural Madison Club Win Zone 8 87 Window 8.0 0.330 NFRC 0.38 NFRC 180 New Architectural Madison Club l4rint Zone 8 88 Window 8.0 0.330 NFRC 0.38 NFRC 180 New Architectural Madison Club Wnc Zone 8 (1) U -Factor Type: 2 SHGC Type: 116-A = Default Table from Standards, NFRC = Labeled Value 116-13 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type Window SHGC H t Wd Ove hang Left Fin Right Fin Len Hat LExt RExt Dist Len Hat Dist Len H t 81 Bug Screen 0.76 82 Bug Screen 0.76 83 Bug Screen 0.76 84 1Bug Screen 0.76 85 Bug Screen 0.76 86 Bug Screen 0.76 87 Bug Screen 0.76 88 Bug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number. 6712 Runcode: 2011-01-07714:48:59 ID: Pae 14 of 53 • • • CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5 CF -1 R Project Name Lothenbach Residence Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1 1/7/2011 BUILDING ZONE INFORMATION System Name Zone Name Floor Area New Existinq Altered Removed Volume Year Built HVAC 1 OfFce/HalllStairs 1,241 14,892 HVAC 2 Master Suite 1,599 17,269 HVAC 3, 5 & 5A Great/Bar/FoyeNDining/Kitchen 3,707 45,225 HVAC 6 Gamelrheater/Hag 1,571 15,710 HVAC 7 Bedroom 1 & 2 916 9,160 HVAC 4 2nd Floor North 660 6,600 HVAC 8 2nd Floor South 1,082 10,820 Totals 10,776 0 01 0 HVAC SYSTEMS System Name Qty. Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status HVAC 1 1 Central Furnace 80% AFUE Split Air Conditioner 14.0 SEER Setback New HVAC 2 1 Central Furnace 80% AFUE Split Air Conditioner 14.0 SEER Setback New HVAC 3, 5 & 5A 3 Central Furnace 80% AFUE Split Air Conditioner 14.0 SEER Setback New HVAC 6 1 Central Furnace 80% AFUE Split Air Conditioner 14.0 SEER Setback New HVAC 7 1 Central Furnace 80% AFUE Split Air Conditioner 14.0 SEER Setback New HVAC DISTRIBUTION System Name Heating Duct Cooling Duct Location R -Value Ducts Tested? Status HVAC 1 Ducted Ducted Attic, Ceiling Ins, vented 8.0 m New HVAC 2 Ducted Ducted Attic, Ceiling Ins, vented 8.0 m New HVAC 3, 5 & 5A Ducted Ducted Attic, Ceiling Ins, vented 8.0 d New HVAC 6 1 Ducted Ducted Attic, Ceiling Ins, vented 1 8.01 El INew HVAC 7 1 Ducted Ducted Attic, Ceiling Ins, vented 1 8.01 m INew WATER HEATING SYSTEMS S stem Name Q . T e Distribution Rated Input Btuh ;Tank Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status Bradford-White#MN-1-100 2 LargeGas All Pipes Ins 85,000 0.99 0.00% 0.0 New MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control E 7 E W 2 Hot Water Piping Length ft o Q — System Name Pipe Length Pipe Diameter Insul. Thick. Ot . HP Plenum Outside Buried ❑ ❑ ❑ ❑ EnergyPro 5.1 by EnemySoft User Number: 6712 Run Code: 2011-01-07T14:48:59 ID: Pae 15 of 53 • • • CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5 CF -1 R Project Name Lothenbach Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1/7/2011 BUILDING ZONE INFORMATION System Name Zone Name Floor Area New Existinq Altered Removed Volume Year Built Totals 10,776 0 01 0 HVAC SYSTEMS System Name Qty. Heatin Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status HVAC 4 1 Central Furnace 80%AFUE Split Air Conditioner 14.0 SEER Setback New HVAC 8 1 Central Furnace 80% AFUE Split Air Conditioner 14.0 SEER Setback New HVAC DISTRIBUTION System Name Heating Duct Cooling Duct Location R -Value Ducts Tested? Status HVAC 4 Ducted Ducted Attic, Ceiling Ins, vented 8.0 m New HVAC 8 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING SYSTEMS S stem Name Qty. Type Distribution Rated Input Btuh Tank Cap. al Energy Standby Factor Loss or or RE Pilot Ext. Tank Insul. R- Value Status MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Eft E 2 w a Hot Water Piping Length `o v a — System Name Pipe Length Pipe Diameter Insul. Thick. Qt . HP Plenum Outside Buried ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ EnemyPro 5.1 by EnemySoft User Number: 6712 RunCode: 2011-01-07T14:48:59 ID: Pae 16 of 53 4 4 MANDATORY MEASURES SUMMARY: Residential Pae 1 of 3 MF -1 R Project Name othenbach Residence - Date 1/7/2011 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1 R, CF -1 R -ADD, or CF - 1 R -ALT Form) shall supersede the items marked with an asterisk (`) below. This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF -1 R Form with plans. Building Envelope Measures: 116 (a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC and infiltration that meets the requirements of 10-111 (a). 117: Exterior doors and windows are weather-stripped; all joints and p6netrations are caulked and sealed. 118(a): Insulationspecified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R Form. §118(1): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(i) when the installation of a Cool Roof is specified on the CF -1 R Form. 150(a): Minimum R-19 insulation in wood -frame ceiling orequivalent U -factor. 150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. *§1 50 c : Minimum R-13 insulation in wood -frame wall orequivalent U -factor. *§1 50 d : Minimum R-13 insulation in raised wood -frame floor orequivalent U -factor. 150(f): Air retarding wrap is tested labeled, and installed according to ASTM El677-95 2000 when specified on the CF -1 R Form. 150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: 150 (e)1A: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)l B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is e ui ped with a with a readily accessible operable, and tight -fitting damper and or a combustion -air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when.that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. •§113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve backflow prevention, pump isolation valve and recirculation loop connection requirements of §113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. 150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACOA. §150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §1500)1A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §1500)1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. §1500)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-13. §1500)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §1500)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. 150(j)3A: Insulation is protected from damage, including that due to sunlight, moisture equipment maintenance and wind. §1500)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. 150(i)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. EnergyPro 5.1 by EnergySoff User Number: 6712 RunCode: 2011-01-07T14:48:59 ID: Page 17 of 53 4 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF -1 R Project Name Date othenbach Residence 1/7/2011 §150(m)1: All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch the combination of mastic and either mesh or tape shall be used §150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. 150(m)7: Exhaust fans stems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 150 m 10: Flexible ducts cannot have porous inner cores. §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. §114(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines or built-up connections for future solar heating. 114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. 150 : Residential pool systems orequipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150 . Residential Lighting Measures: §150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire asspecified by §150(k)2. 150(k)3: The wattage of permanently installed luminaires shall be determined asspecified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw -base socket. 150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k). 150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. EnergyPro 5.1 by EnergySoR User Number: 6712 RunCode: 2011-01-07714:48:59 ID: Page 18 of 53 4 4 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF -1 R Project Name Date othenbach Residence 1/7/2011 §150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupancy sensor. §150(k)l 1: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with §150 k 11. §150(k)l2: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)l3: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptionl to §150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130(d). §150(k)l5: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130 131 134 and 146. §150(k)16: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119. EnergyPro 5.1 by EnergySoR User Number: 6712 RunCode: 2011-01-07T14:48:59 ID: Page 19 of 53 F-IWESTLab 11—:110 An NFRC Accredited Simulation Laboratory Manufacturer: Tleetwood Windows & Doors NFRC 100/2001500-2004 Simulation Test Report Contact: Joe Zammit RECERTIFICATION Address: 395 Smitty Way REPORT Corona, CA 92880 Phone: (951) 279-1070 Model/Series: Norwood 3070EX Sliding Door operator Type: Sliding Glass Door -Sliding Glass Door (XX or OX) Frame Type: Aluminum (Non -thermal) (AL) Sash Type: Aluminum (Non -thermal) (AL) Baseline Product for U -Factor Validation Testing: Description: 5mm PPG SB60 (e=0.035, sfc#2), 0.632" 90% Argon -filled gap, 5mm clear with Aluminum dual -seal spacer. Simulated U -factor: 0.52 Test Size (mm): 1829 x 2032 Physical Test Tolerance: 0.47 to 0.57 WESTLab Report No.: - FLE08005-RR WESTLab Report Date: 1211112008 Revision/Addendum Date: 1211112008 NFRC Product Line ID: FLE-A-30 Report Type: Recertification NFRC Standard Sizer_ Note: if the test product is not an NFRC (72in. X80in.) standard size, see the W5mdbWefor l U-factorcelculation. Notes: Manufacturer must have the product described above tested by an accredited physical testing laboratory. Physical test window U -factor results must be within the tolerance range listed above. The baseline product simulated U -factor Is within 20% or 0.10 of the lowest simulated 61 -factor listed in the matrix (as allowed by NFRC 100-2004) unless otherwise noted in the "Other Notes and Comments" section. Signature of Simulator In -Responsible -Charge: Disclaim ers/Notes: Ross DePaola, Certified Simulator The window LI -factor, SHGC, VT & OR values presented in this report were determined using the Therm 5.2 and Window 5.2 computer programs in full compliance with NFRC 100-2004, 200-2004 and 500-2004, and from information supplied by the manufacturer. This report does not constitute certification of this product and only relates to the fenestration products simulated. Authorized use of any U -factor, SHGC Visible Transmittance and Condensation Resistance ratings may only be granted by the Certification Program Administrator. WESTLab does not imply or claim that the product simulated In this report will perform as stated in actual use conditions. This report Is the property of WESTLab and the client, and must not be reproduced, except in full, without written approval from WESTLab and the client. Ratings values included in this report are for submittal to an NFRC-licensed IA are not meant to be used directly for labeling purposes. Only those values Identified on a valid Certification Authorization Report (CAR) by an NFRC accredited Inspection Agency (IA) are to be used for labeling purposes. Rounding of values in this report Is per NFRC unit conversion and rounding policy. Ken Nittler. 1721 Arroyo Drive, Auburn, CA 95603. Phone: (530) 885-9891, Fax: 885-9892 a -mail: }anG�uastlrrh.nat Ross DePaola: 3473 Dell.Drive, Madison, W153718-6629. Phone: (608) 221-9510, Fax 299-3709 e-mail: rcx--[�wastlah net Jeff Baker. 4 Beck Blvd. Unit 4, Penetang, Ontario L9M 2H3. Phone: (705) 812-0710, Fax: (519) 488-1060 e-mail: i,Pff(Mwesdah.nai 2004 Building.Energy Efficiency Standarels Page 65 TABLE116-A DEFAULT FENESTRA TION PRODUCT U -FACTORS FRAME SINGLE PANG PRODUCTTYPE U -FACTOR DOUBLE; PANG' U -.FACTOR GLASS BLOCK: U -FACTOR Metal Operable 1.28 0.79 0.87 Fixed 1,19 0.71 0.72 Greenhouse/garden window 2.26 1.40 N.A, Doors 1.25 0.77 N.A. Skylight 1.98 1,30 N.A. Metal, Thermal Break Operable N.A. 0.66 N.A. Fired N,A, 0.55 Greenhouse/garden window N.A. 1.12 N.A. N.A. Doors N.A. 0.59 N.A. Skylight N.A. 1.11 N.A. Nonmetal Operable 0.99 0.58 0.60 Fixed 1,04 0.55 0.57 Doors, 0.99 0,53 N.A. Greenhouse/garden windows 1.94 1.06 N.A. Skylight 1.47 0.84 N.A. 1. For all dual -glazed fenestration products, adjust the listed ll -factors as follows: a. Add 0.05 for products with dividers between panes if spacer is less than 7/16 inch wide. b. Add 0.05 to any product with true divided lite (dividers through the panes). 2. Translucent ortransparent panels shall use glass block values. Metal,'1'hcrmal Break TABLE ! 16-B DEFAULT SOLAR HEAT GAIN COEFFICIENT (SHGQ TOTAL WINDOW SEIGC FRAME TYPE PRODUCT GLAZING Sir,&pane Double.Pane Glass Block' Operable Clear 0.80 0.70 0.70 Fixed Clear 0.83 0.73 0.73 Metal Operable Tinted 0.67 0.59 N.A. Fixed 'Tinted 0.68 0.60 N.A. Operable Clear N.A. 0.63 N.A. Fixed Clear N.A. 0.69 N.A. Metal,'1'hcrmal Break Operable Tinted N.A. 0.53 N.A. Fixed Tinted N.A. 0.57 N.A. Operable Clear 0.74 0.65 0.70 Fixed Clear 0.76 0.67 0.67 Nonmetal' Operable Tinted 0.60 0.53 N.A. Fixed Tinted 0.63 0.55 N.A. I. Translucent or hhansparent panels shall use glass block values. NOte: if Dntibns in this matrk are orouned (ie. there are qroup ID numbers), the option numbers will not match the NFRC database option numbers I u., nr,ene,c I n..;,4- v I nm io,<y r Opt# #Grp' N F RC Product Line Summary (2004 std) Simulation Report # FLE08005-RR _ Manufacturer Name: Fleetwood Windows & Doors Product Line ID: FLE-A-30 Simulation Orig Report Date: 12/11/2008 Series/Model: Norwood 3070EX Sliding Door Model Size: 2000mm x2000mm Simulation Revision Date: 12/11/2008 Operator Type: Sliding Glass Door -Sliding Glass Door (XX or OX) Frame Abs.: 0.3 Report Type: Recertification Frame/Sash Type: Aluminum (Non -thermal) (AL)/Aluminum (Non -thermal) (AL) Simulation Lab Code- SVOM NOte: if Dntibns in this matrk are orouned (ie. there are qroup ID numbers), the option numbers will not match the NFRC database option numbers I u., nr,ene,c I n..;,4- v I nm io,<y r Opt# #Grp' Description/Code Glass Thicknesses Gap Width(s) I Gas Emissivity(sfc) Spacer/Seal I Divider I U -Factor CR I Tit 1 SHGC I VT I SHGC I VT I SHGC Vr 011 3 Clear/Air 5mm 0.197, 0.197 I 0.632 AIR Al -D N,G 0.6 1 17 1 CL 0.60 1 0.65 0.53 0.57 10.47 1 0.50 3 Clear/Air 6mm 0.236, 0.236 0.562 AIR At -D N,G 0.67 1 17 1 CL 10. 9 1 0.64 0.52 0.57 0.46 1 0.49 012 3 SB60/Air 5mm 0.197, 0.197 0.632 AIR 0.035(2) A1-0 N,G 0.54 1 17 1 LE 0.32 1 0.56 0.29 0.51 0.26 0.44 3 I S660/Air 6mm I 0.236, 0.236 I 0.562 I AIR I 0.035(2) I AI -D I N,G 10.54 117 I LE 10.32 10.57 10.29 10.50 10.26 10.44 , 013 1 3 I SB60/Arg 5mm 0.197, 0.197 0.632 ARG 0.035(2) AI -D N,G 0.51 17 LE 0.32 1 0.58 0.29 1 0.51 0.26 1 0.44 3 1 SB601Arg 6mm 0.236, 0.236 0.562 ARG 0.035(2) Al -D N,G 0.51 17 LE 0.32 0.57 0.29 0.50 0.25 0.44 014 3 SB70/Air 6m. 0.236, 0.236 0.562 AIR 0.018(2) AI -D KG 0. 54 17 LE 0.24 1 0.52 0.21 0.46 0.19 1 0.40 015 1 3 1 SB701Arg 6mm 0.236, 0.236 0.562 ARG 0.018(2) A1 -D N,G 0.50 1 17 LE 0.23 1 0.52 0.21 0.46 0.19 0.40 016 1 3 SB80/Air 6mm 0.236, 0.236 0.562 AIR 0.024(2) Al -D N,G 1 0.54 L17 LE 0.21 1 0.39 0.19 0.34 0.17 0.30 017 1 3 1 S1380/Afg 6. 0.236, 0.236 0.562 ARG 0.024(2) AI -D N,G 1 0.50 1 17 LE 0.20 1 0.39 0.18 0.34 0.16 0.30 018 1 3 1 SB750/Alr5mm 0.197, 0.197 0.632 AIR 0.035(2) Al -D N,G 1 0.54 1 17J LE 0.28 1 0.44 0.25 0.39 0.22 0.34 3 1 SB60/Air6mm 0.236, 0.236 1 0.562 AIR 1 0.035(2) 1 A1-0 N,G 0.54 1 17 LE 0.27 1 0.41 0-24 0.36 0.21 0.32 019 3 S137501Ar9 5mm 0.197, 0.197 0.632 ARG 0.035(2) AI -D N,G 0.51 17 LE 0.27 1 0.44 0.25 0.39 0.22 0.34 3 SBz50/Arg 6mm 0.236, 0.236 0.562 ARG 0.035(2) A1 -D N,G 0.51 17 LE 0.26 0.41 0.24 0.36 0.21 0.32 020 3 CIG2721Air6mm 0.236, 0.236 0.581 AIR 0.042(2) SS -D N,G 0.54 1 17 1 LE 0.34 0.57 0.30 0.50 0.27 0.43 021 3 CIG272/Arg 6mm 0.236, 0.236 0.581 ARG 0.042(2) SS -D N,G 0.51 17 1 LE 0.34 1 0.57 0.30 1 0.50 0.27 0.43 022 3 CIG366/Arg 5mm 0.197, 0.197 0.640 ARG 0.022(2) SS -D N,G 0.51 17 1 LE 0.23 0.52 0.21 1 0.45 0.19 0.39 3 CIG366/Arg 6mm 0.236, 0.236 0.581 ARG 0.022(2) SS -D KG 0.51 17 1 LE 0.23 1 0.51 0.21 1 0.45 0.19 0.39 023 3 SB601Arg 5mm ZF 0.197, 0.197 0.625 ARG I 0.035(2) ZF-S N,G 0.51 17 1 LE 0.32 0.58 0.29 1 0.51 0.26 1 0.44 3 SB60/Arg 6mm ZF 0.236, 0.236 0.562 ARG 0.035(2) ZF-S N,G 0.51 1 17 1 LE 0.32 0.57 0.29 1 0.50 0.25 1 0.44 024 3 SB70/Arg 6mm ZF 0.236, 0.236 0.562 ARG 0.018(2) ZF-S KG 0.50 17 LE 0.23 0.52 0.21J 0.46 0.19 0.40 025 3 SB801Arg 6mm ZF 0.236, 0.236 0.562 ARG 0.024(2) ZF-S N,G 0.50 17 LE 0.20 0.39 0.18 1 0.34 0.16 0.30 026 3 SB60/Arg 6mm ZF 0.236, 0.236 0.562 ARG 0.035(2) ZF-S N,G 0.51. 0.26 0.41 0.24 0.36 0.21 0.32 1 027 1 3 1 SB60x21Argl6mm ZF 0.236, 0.236 0.562 ARG 0.035(2) 0.035(3) ZF-S N,G 0.50 17 LE 0.30 1 0.51 0.27 0.45 0.24 0.39 This simulation method does not ihdude pnocedures to detemine the Condensation Resistance due to efther air mmem nt thmtrgh the specimen or sola mdetion efts. As a consequence, the condensation Resemuce nsts obtaihed do not reflect perfot once which rTay be eopected Bom field installation because theydo nxt account for solar radon, ai fe k effects. and the themhal bridge effects that may o= due to the specific design and constriction of the fenestrzGiah system opening iherefae, t shall be recognhed that ft Condehsatah Resistance resuts obtained b mfrs simulation method are for cmtmffad hboraDmy conditions and sholdd ordy be used for feestration pmdhct comparisons and as input to Condensation Mdstanm performance analyses, which also hdude sola, ab lealaa and theme) bMQ9 effects. Matrix Page 1 Total Expanded Options: 73 WESTLab Initials: T•1/23/2010 14:26 9095937789 1 1/4„ RUNNING CLEARANCE N z ODQ Y!I BMW !'S W RFERECTION HYDRAULIC LINE CONTROL' ER NEC 36' MIN, LLL���III CEC IM (39') MIN. \L _m --CONTROL VALV LIFT PLATFORM JACK UNIT Er ' J M/R PLAN AT LOWER LEVEL DRAWING APPRCIVAI< CHIS DRAWING REFLECTS OUR INTERPRETATION OF THE INFORMATION PROVIDED By THE DEALER ON THE ORDER FORM. THIS INFORMATION IS THC DtAL[RIS RESPONSIBILITY. AND 1S T.IE BASIS FROM VH1CR THIS LIFT 13 DESIGNED AND MANUFACTURED. PLEASE INDIEATC THE RtOUtSTED ACTION By CMCGKING ONE Or THE FOLLOVING SOMCS AND SIGNING BELOV TO AUTHORIZE CONPI,�TISIN OF THIS ORDER. APPROVED WITH NO EXCEPTIONS MANUFACTURE PRODUCT AS PLR DRAWING APPROVED WITH EXCEPTIONS. NO REAPPROVAL REOUIRED MAKE CHAHGCS AS NOTED, NO REAPPROVAL DRAWING REGUIRED ❑ CHANGE AS NOTED, REAPPROVAL REQUIRED •MAKE SHANDES AS NOTED. SEND CORRECTED DRAVINO T'OR RCAPPROVAL BErORC MANUFACTURE PAGE 02 SIGNATURE- DATE: (AUIIDd 7tCE IME pRAVIN4 13 APPROVCO• :DA CANEttkATIQM T(E2 VILL APPI,, W(IDRAIIDr VI4S10l1 SElyp, 0.0. IamEI nRBav aTHr: p•$^4.4 DME • UT � T 1 W r=. r=F-� i L L, L_o 1r #��. M0�oflsi;oN-1 r- L, L.c�,GL—A K-Ttc:x, CA r� EE! E?�15 __3 rt No. C sava ria. P-000000Iu`EOF. 4 V = �Oq NJy.- lJ3 JQ CU m 731. FINISHED RUNWAY LENGTH 62 3/4" OVERALL CAD LENGTH 54• CLEAR CAB DEPTH 30" DBG — �_smlx Boma 1/4" .! ;W,? V ,o4%e HYM IC LINE • � Y N w N m —5 I/2 LIFT PLATFORM m aur�nair.r; JACK UNIT. tIEARANtE m 7 ; Lo Ln LDLD ew ����rftiG� iv a I � v O +i Lo 2 3 z z CD c 2 a i� pa REQ f'l�,udi��J F Tt R ;a b ; a m jra n L O C� E S D in m CD r 11/23/2010 14:26 9095937789 RFERE.CTION PAGE 04 1HO13H 1ltlHS 1H10i i l[tla Ilaa3Ao ,94a ltva „95 1IV8 "96 1HOI3H N7bf 03SdHl'103 ,.b/E 86- �.--� �r�_ QNV1Sdf1 N7tlf„91/6 09 (� • 310N 33S) ONI113S QNtliSdn 3l&tl •Sf1f Qy "91/E 01 93.1NZ' � k p o W L J WU�U n� Y d W 1 ll T � 6OAo d R� J I ISI C!_ __J �a�lltl�°.r•: . —�^— 144" 123 l/2" OVERHEAD 2SPD FRAME 1 1 n 88" _ 1 i t417 INTEL UPSTAND SETTING (SEE NOT -C 1) 11" ROPING POSITION 98 $/4" COLLAPSED JACK HEIGHT t� 75" EFFECTIVE, JACK STROKE —� � 9'• 96" RAIL ��-� 84' RAIL 276" OVERALL RAIL LENGTH 285 1/2" ; TOTAL SHAFT HEIGHT 90 39d8 NOIIDM13-9N GBLL669606 9Z:b1 0106/EZ/11 11/23/2010 14:26 9095937789 RFERECTION PAGE 06 �hnwu■ter--_ .. l:''f:_�w3 `11111 Building ti17.i-2000 Sp .5.2 I kle Phos9 240 volt 3P 07 A 1.6 (10340 S'/', ABOVE I LOAD OF! )ES IMPACT) !EE aa, MAIC "A VE 2 . 720 • 1940 16 OF PIT UTAO. Sxc7cK SPECIFICATIONS f�A_R_._F'INISH DETA CAB PANEL SELECTION, 61k Steel/Pton Panels CEILING SELECTION,- stoncta-d (white) PLACTIC LAMINATE FINISHES _,Stone GrOohlx 503 BRASS CAB PKG REO'0?i,,,,,, no POT LIGHT FINISHI,. ... Stainless Stppl TRIM COLOUR Not Applicable CAR STATION PLAY 11tolnless steel HAND RAIL TYPE- Stainless Steal Cylindrical CAB FLEIORING, Plywood Floor FINISHED FLOOR THICKNCSSI_5/0' finish TELEPHONE BOX, Telephone Box Requir•ad CAf2 d1iM�`NSIONC/pLAtFj��2M GATE=S CAB TYPE, __ Type I Right Hand CAB OPERA710NL_ automatic operation GATES REQUIRED_ Autono-tic Operoted Gotpg GATE TYPE 2 Spd Doors (Wittur) laotch CAB GATE FINISH Stainless Steel WORKING PRESSURE INSIDE PLATFORM AREA 18 5f• H(JISTWAY D❑❑R TYPE DOOR TYPE1 " PAIL BRACKGT BPd Sliding Doorg (Witter) JACK UNIT 'E' RAIL I A3i I q APPLICATION T S1MUL,tANeaus) � CD I ❑ —11I. �^ h— 2abo• BUFFER ASSEMBt Y C li WIDT DIST (0) <' 6,7' <8, 3o.7y DI• 33,75'. 3 . SPLIT CYLINDER?—mo EFFECTIVE STROKE:,,,' 75" SOLID PLUNGER O/D,_2 3/4 CYLINDER 0/a._.3 1/2 " CYLINDER I/D, 3 . SPLIT CYLINDER?—mo COLLAPSED LENGTH, _ 96 3/4 " CYLINDER WALL THICKNESS, -1/4 " ;iLJSPFNSION TYPE,_ AIRCRAFT CABLE 8 X 3/8" DIA, CQNSTROCTION: IWRC 7 X 19, GAL,VANIZED STEEL RHRL NOMINAL STRENGTH: _ 14,400 Ibs Per Cable QY_ER_PLEDyALVE MODEL,_-____.. AS PER SECTION 31947 ENTRANCE SIDE LEGEND JAtX 1 Q 4 SIDE A SC I`--�/\ vleiCdtM . l SIDE B caft"Prtlol Atsm STNR N xtt VEPogi $ING BLAIN RIO AA (1500psl (10340 kPa) MAX WORKING PRESSURE) II! vu•�on� No.�., � � � r� DeTEI `` ,, '\ PRUJECT. OCVIt1Q1 WIG sava rl� 5 r I e t � � � l --ti I� � I-, �- � � �. » jai o ►� cmillp )" L_ � --Ir 4* �� 2:2M to p1 i s o P--)7-1 r I ' u 6 :D APPLIC T]ON L c. C;�) �_A i I~, -t, � J c� en� �_3 =,"p-000no 3 OF .4 11/23/2010 14;26 9095937789 RFERECTION PAGE 07 PRNISIONS BY ETHERS H I Y- THE HOISTWAY MUST BE IN ACCORDANCE WITH 'SAFETY CODE FOR ELEVATORS AND ESCALATORS' (ASME A17.1) AND ALL STATE AND LOCAL CODES. PLUMB HOISTVAY- DVC TO CLOSE RUNNING CLEARANCES OWNER/AGENT MUST ENS RE THAT HOISTVAY'AND PIT (WHERE PROVIDED) AREA LEVEL, PMB AND SQUARE AND ARE IN ACCORDANCE WITH THE DIMC NSION ON THESE DRAWINGS. MUML- 'OWN;R/AGENT MUST ENSURE MINIMUM AD RHECLEARANCE IS IN COMPLIANCE WITH CODCS. ONSTRUC ION SITE- OVNER/AGENT TO PROVIDE ALL MASONRY, DARPEN7RI AND DRYWALL WORK AS REQUIRED AND SMALL PATCH AND MAKE GOO(INCLUDING FINISH PAINTING) ALL AREAS WHERE WALLS/FLIJOIZS MAY REQUIRE TO BE CUT, DRILLED OR ALTERED IN ANY WAY TO PERMIT.THf PROPER INSTALLA71ON OF THE LIFT. CONTRACT R/CUSTOMER TO VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPAN IES TO OUR OFFICE IMMEDIATELY, *STRUCTURAL PORT WALL LnApS- STRUCTURAL ENGINEER TO ASSURE THAT BUILDING AND SHAFT WILL SAFELY SUPPORT ALL LOADS IMPOSED BY THE LIFT EQUIPMENT. REFER TO THE TABLES ON THIS DRAWING FOR LOADS IMPOSED BY THE EQUIPMENT. WHERE Dn )RS ARE RrOtAR171)� SUITABLE LINIELS MUST BE PROVIDED BY OWNER AGENT. DOOR FRAMES ARE NOT DESIGNED TO SUPPORT OVERHEAD WALL LOADS. XMACHIN� ROOM LOCATION- MACHINE ROOM LOCATED AT THE LOWEST LEVEL AD AGENT TO HOISTWAY. UNLESS SHOWN OTHERWISE ON THE LAYOUT DRAWINGS. FIELD ADJUSTMENT BY INSTALLER MAY BE NECESSARY TQ MEET JOB SITE CpND3T10NS OR REGULATIONS, ACCESS TO MACHIN7 ROOM TO BE THROUGH A SELF CLOSING LOCKABLE DOOR, T ,FROM MACHINE ROOM TO RUNWAY A REQUIRED. (POSITTON PER INSTALLERS INSTRUCTIONS). MINIMUM S ,HCDULE 80 PIPING REQUIRED FOR OIL LINES. EI YAELECTRICAL (SEE SPECIFICATIONS) LOCKABLE FUSED DISCONNECT WITH AUX L1ARY CONTACT TO BRAKE THE BATTERY FEED, OR CIRCUIT BREAKERS WITH A 3 -POLE BREAKER FOR BATTERY FEED REQUIRED, IN COMPLIANCE WITH ELECTRICAL CODE„ AS FOLLOWS- (LOCAIED ON WALL ON LOCK JAMB SIDE Or MACHINE ROOM DOOR) P - BEFORE INSTALLATION CAN BEGIN, PERMANENT POWER MUST BE SUPPLIED, THE ILLUMINATION SMALL, BE NUT LESS THAN 200 LX (19 FC) AT THE F OOR LEVEL IN ALL MACHINE ROOMS AND MACHINERY SPACES. ENSURE A LEAST 100 LX 00 FC) AMBIENT LIGHTING OVER LIFT AREA, wEN?RA CES FASCIA P- WHERE REQUIRED, FASCIA P NEL MUST BE FASTaNEb TO A SOLID WALL, AND BE PERPENDICULAR TO THE FLOOR AND WALLS. HOISTWAY CASCIA 1S NOT SELF-SUPPORTING FOR LONG, CONTINUOUS RUNS VOl QF ENTRANCES. ADEOUATE SUPPORT FOR THE FASCIA MLST BE PROVIDED . ENTRANCE - ENTRANCE ASSEMBLIES MUST BE ADJUSTED TO ALIGN WITH PLATFORM AND INTERLOCK EQUIPMENT. OTHERS TO ALLOW AN ADEQUATE ROUGH OPENING. RETURN All - RETURN WALLS AT ENTRANCES MAST BE BUILT-IN BY OTHERS AFTER ENTRANCE ASSEMBLIES ARE IN PLACE;. ENTRANCE ASSEMBLY MUST BE SECURELY FASTENED TO WALLS BY ELEVATOR CONTRACT R, C GENERAL CLASSIFICATION! ReAldentlol Building APPLIED CODE, -ASML A17.1-2000 Sec.S.2 MODEL, Orlan CAPACITY, 1AOOlba NOMINAL SPM)i _„ 30 fpm TRAVEL, 144 ' PIT DEPTH, 18 " POWER SUPPLY: 60 HzSingle Phase 240 volt LjY DRAUL IC PUMP -MFR. CONCORD PUMP MODEL, ... VICKERS 3P MOTOR, _ d.0 hp VALVE MODEL NO. `_.. _._ ...EOL/ - 07 VALVE COIL VOLTS, e4 V DC MAX WORKING PRESSURC...,,,,,_,1500 PSI (10340 kPa) RELIEF VALVE SETTINGI....,.,.MAX 257 ABOVE ACTUAL WORKING •P RESERVOIR, 22 Col. n tl nn1 / • 15' ID, 7I I' FAIL BRACK RAILy APPLICATIg0 (NOT SIMULTANE- r� BID CAB V aes. SP... 'P �y PIT fIOOR TU SUPPa4i LOAD OF: Id klp;b let (INCLUDES INPACi) Pr OR YO�AL PULL-0uT FORCE ON RAIL WgKil, Q � 1 ,NST DE DDUALE0 % E w 7E0 - 1440 !Ur 11 LDSAL APPLICOTIUN Or F17 LUAU. (' PIT CHANNEL/BUFFER SKETCH. i � e, b��L ANDING'P 2 S eed stibo Dows NKALV) 2 suepo who ors (Ylti,,r') 7270 IbP 260 I10r RAIL WC1007 V.0 ID• / F{ IR Y N DOUR TYPE ENTRANCE SIDE DOOR SWING LOCK TYPE AUtO DOOR OPENER Side C SIpte C 7-eTT Hon w n LePi Hon Swlr N Y A I b(eNo-t AppilcoloIR-' Data sh,eeLIMITED USE LIMITED APLICATION l PROVIDED PPORT . WEST E ON THE DE iS. ACCESS BL E DOOR. 44 TD :TIONS), 4P PAGE 21 AMPS DISCONNECT DR CIRCUIT 'EQUIRED, 4 DOOR) RMANENT. ?0€3 LX (19 EC) VERY SPACES. R LIFT AREA, c N m - m A APPL 3 C.AT j LO LO m • 47 �Ic�fl7r,r►) / 0.7 i,a,", rte% r CPA4. z t • • s RAIL BRACKET T`4X` RA FORCES R3 NOTE; i IT FLEUR TO SUPPORT LOAD GE; "A� �•, 110 k i p s X (1NCLUDIS IRPACT) f I TOYAL., PULL -GUY' FORCE I ;?AIL DRACKET ?20 0o 4r' 260 1j,� 3 f LQCAL APPLICATMN Of PIT LOAD. RAIL VEI6HT j3.0 Ib; J ft E PIT CMANCL/surrep SKETCH, i. T i Y MANICHART M m Z D G) m 01) 11/23/2010 14:26 9095937789 914 36') CAB CLEIR OPENING 60 [2 3/803 �-- DAY LIGHT LINE 5 13/16'1 J 196 E7 11/16'1 BETWEEN =RS FAST DOOR 50 C2') 914 36'3 DAY LIGHT LINE 4TRANCE C EAR OPENING 2') REMOVABL NOI INTIRFACE B[TWIIX ENTRANCE FRAM[ ASS[NBLY AND WALL S��IMIUR[ AS PER WALL EE$16N, r'- INSULLAI ON NNSTRUC1011S,RING YAlI�LE L I4% A SCALE I : b OTHERS [127 1 4 r--, 5,90 ip =j RFERECTION PAGE 09 FINISHED FLOOR � SUB FLOQR CMIfiil TIM VCR$IQI Slo}P: 0. Q HUM( VERSO 1W O -S-4, u c'-' 2�? M cZ (CA I r-, ID 36 1 X 80 L. C7. QL-aII-ti HEADER g PRp 1ECT R N 8 DETAIL B SCALE 1 :6 Mani PIoYI � —7--- ,.L � saves rte, ..-p-wpow—m — -- )NaP—ooOOoo WEET[IF R Y IJIUM R 00 01 01 palOS 2010 i � 127 C5") NO7E; ENTRANCE FRAME ASSEMBLY IS NOT DCSIGN TO BEAR OVERHEAD LOADS, CONTRACTOR TO PROVIDE ADEOUATE HALL STRUCTURE SUPPORI. In Z to=z r, I :: D)OI FA FR CO EM <:I i 140 254 [ 10 '—' i;i', 4 o r—t. FINISHED FLOOR � SUB FLOQR CMIfiil TIM VCR$IQI Slo}P: 0. Q HUM( VERSO 1W O -S-4, u c'-' 2�? M cZ (CA I r-, ID 36 1 X 80 L. C7. QL-aII-ti HEADER g PRp 1ECT R N 8 DETAIL B SCALE 1 :6 Mani PIoYI � —7--- ,.L � saves rte, ..-p-wpow—m — -- )NaP—ooOOoo WEET[IF 11/23/2010 14:26 9095937789 32 h 1/4') RUNNING• CLEARANCE 1391[5 I/2'] REF ONLY UNTING ANGLE CA BE REVERSE . A, RFERECTION PAGE 1.0 1622 (63 7/811 _ MIN, OVERALL SIZE c CAB 0 fit O I 156 [6 1/817 5 t 0. SLOW DOOR RETWE. 50 [2") - F;NTRANC 121 L52"7 BOTH BRACKET REMO� ENTRANCE LOADS ON BUILDING RH = 5000 N (1125 lbf ) DVD = 5 NOTE: W507 2 HOURS DRYVALL CONSIPUCTION 1 50 N (350 lbf ) RVU = 1000 N (225 lbf ) [I6lb ] PER SECTION 2,11.11,8. 63.63 MD PH cx n 5f Q' n '=J Dtipll A SCALE Ell: 'J' CHANNEL BY OTHERS CAB IN% ? T ET �1� DRYWALL CdNSTRurTTnn) is v W 0 a 0 W W m Co M LD Th o, LD N V m m N m N C C L E C: o" L -L 0 -o A L C I..I��.n {{ ,, • � rr L L� E V E E •c E fD 1/2' clear min. inside dirnensions (wall to wall) ��••�v= •w = uuvr ." mlR. must De sett locking and self closing 36' min. clearance in front of pump with door open 27-14] Ureek RAP Ca. 91767 7i : - 11/23/2010 14:26 9095937789 RFERECTION PAGE 12 R. F. Erection Co. 1.800.700.0575 Elevator equipment room electrical requirements To be provided and Installed by others. *Ordering information* Disconnect Switch Disconnect Switch '1. 220 V.A disconn t 220 Volt - 60 amp 120 volt - 20 amp to be supplied by others single phase single phase SQUARE D Brand *Note* MUZJ be equlpted with electrical Intertook Kit Elevator main power Typical elevator *Note* GG to rough in electric service Inside the machine room on any wall, minimum 60" above the machine room floor. R. F. Erection Co. will install the disconnect devices that the GC is to provide, Elevator light power Ipment room T Elevator pump Telephone with controller ruff in. 2" X 4" mounted above metal box. along with the two Please leave disconnect switches an extra 8' of wire out of the box equipment room light sw, Equipment room light with GaFI plug in rooeptical mounted on ceiling wi below guard over light bulb R2 . EMUCT10N ca. 'Cicyl m, CM Indoorusage Disconnect Part #H222N Please provide 2 -80 amp fuses for the Orion and Phoenix W/I..A Elevators Electric interlock kit (required) Part #EIK031 *If ordered through Granger* Disconnect part #1 H330 Electric interlock part #5JV22 2. 120 V.A.C. disconnect to be supplied by others SQUARE D Brand Indoorusage Disconnect Part #H221 N Please provide 2 -20 amp fuses. *If ordered through Granger* Disconnect part #1 H328 (Disconnects with equal specifications may be used) 4WS-pEC� Project: Lothenbach Residence Type: U Location: La Quinta, CA Folder: 2nd Floor Framing Date: 11/19/10 3:35 PM RedSpec'"' by RedBuilt'°' Designer: Christina Galvan, P.E. v7.0.7 Comment: 11.875" Red -145T'" C� 12" O/C DESIGN CONTROLS % Allow. Design Allow. DOL - Control Shear (lb) 58% -830 1420 100% - Adjacent Second Support Positive Moment (ft -Ib) 22% 1033 4685 100% - Even Members Negative Moment (ft -Ib) 35% -1659 4685 100% - Adjacent Second Support DEFLECTIONS (in) % Allow. Span Live 27% Span Total 19% FloorCholce'" Rating: 7.7 7 SUPPORTS Support i Live Reaction, Critical (lb) (DOL%) 0 (0) Live Reaction, Max. (lb) (DOL%) 59 (100) Dead Reaction (lb) -213 Total Reaction (lb) (DOL%) 0 (100) Net Uplift Reaction (lb) (DOL%) -804 (100) Bearing Bottom Support Wall SPANS AND LOADS . Dimensions represent horizontal design spans. 2'- 0.0" APPLICATION LOADS Type Units DOL Live Uniform psf 100% 60 ADDITIONAL LOADS Type Units DOL Live Dead 24 Design Allow. Design Allow. 0.107 0.400 L / 999+ L / 480 0.150 0.800 L / 999+ L / 240 Performance rating Is based on: 20 oc (19/32", 5/8") sheathing. RedSpec has not performed a structural analysis of the sheathing. Support 2 Support 3 Support 4 1133 (100) 1133 (100) 0 (100) 1133(100) 1133(100) 59 (100) 453 453 -213 1586 (100) 1586(100) 0 (100) -804(100) Bottom Wali Wall Wail 16'- 0.0" Partition 0 2'- 0.0" Spacing/Trib. Member Type 12" Floor Joist Dead Location - from left Application Comment NOTES • Building code: IBC. Methodology: Allowable Stress Design • Min end bearing = 1.75 inches, web stiffeners not required. Min continuous bearing = 3.5 Inches, web stiffeners not required. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. C:\Documents and Settings\cgalvan\Desktop\070335 Lothenbach Residence\Designs\070335 Red5pec.red Page 1 of 1 Pass/Fail PASS PASS PASS Pass/ Fail PASS PASS The products noted are Intended for interior, untreated, non -corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt'" recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt", RedSpec", Red -I'", Red -I4511' Red-16511Red7165T1M, Red -I90", Red-I90H'", Red-190HS'", Red -1-1" Red -LT'", Red -W'", Red -S"', Red _MT", Red -H'", RedLam", FloorChoice" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright @ 2010 RedBuilt LLC. All rights reserved. Project: Lothenbach Residence Type: V - Floor ,(?d ,. Location: La Quinta, CA Folder: 2nd Floor Framing Date: 11/19/10 3:35 PM RedSpec"I by RedBUilt'" Designer: Christina Galvan, P.E. v7.0.7 Comment: FloorCholce" Rating: 9.1 Performance rating is based on: 20 oc (19/32", 5/8") sheathing. RedSpec has not performed a structural analysis of the sheathing, SUPPORTS 11.875" Red-I45 T"' @ 16" 0/C 480 (100) This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS % Allow. Design Allow. DOL - Control Pass/Fail Shear (lb) 47% 672 1420 100% - All Loads PASS Positive Moment (ft -Ib) 43% 2016 4685 100%, All Loads PASS DEFLECTIONS (in) % Allow. Design Allow. Design Allow. Pass/Fail Span Live 48% 0.143 0.300 L / 999+ L / 480 PASS Span Total 33% 0.200 0.600 L / 720 L/ 240 PASS FloorCholce" Rating: 9.1 Performance rating is based on: 20 oc (19/32", 5/8") sheathing. RedSpec has not performed a structural analysis of the sheathing, SUPPORTS Support 1 Support 2 Live Reaction, Critical (lb) (DOL%) 480 (100) 480 (100) Dead Reaction (lb) 192 192 Total Reaction (lb) (DOL%) 672 (100) 672 (100) Bearing Bottom Bottom Support Wall Wall SPANS AND LOADS Dimensions represent horizontal design spans. 12'- 0.0" APPLICATION LOADS Type Units DOL Live Dead Partition Spacing/Trib. Member Type Uniform psf 100% 60 24 0 16" Floor Joist ADDITIONAL LOADS Type Units DOL Live Dead Location - from left Application Comment NOTES • Building code: IBC. Methodology: Allowable Stress Design • Min end bearing = 1.75 inches, web stiffeners not required. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. C:\Documents and Setting s\cgalvan\Desktop\070335 Lothenbach Residence\Designs\070335 RedSpec.red Page 1 of 1 The products noted are intended for interior, untreated, non -corrosive applications with normal temperatures and dry conditions of use, and must be Installed in accordance with local building code requirements and RedBulit'" recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBullt'" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt", RedSpec'", Red -I", Red -145'", Red -1651", Red -165T'", Red -190'1, Red -1901-11", Red-I90HS'", Red -L"", Red -LT"', Red -W'", Red -S'", Red -M'", Red -H'", Redl-am'", FloorChoice" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010 RedBuilt LLC. All rights reserved. 470 Project: Lothenbach Residence Type: V - Patio Roof edSPEC" Location: La Quinta, CA Folder: 2nd Floor Framing Date: 11/19/10 3:32 PM Red5pecTm by RedBuilt"° Designer: Christina Galvan, P.E. v7.0.7 Comment: 11.875" Red-I45T'" @ 16" O/C This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS % Allow. Design Allow. DOL - Control Pass/Fail Shear (lb) 38% 672 1775 125% - All Loads PASS Positive Moment (ft-Ib) 60% 3528 5856 125% - All Loads PASS DEFLECTIONS (in) % Allow. Design Allow. Design Allow. Pass/Fail Span Live 37% 0.392 1.050 L / 643 L / 240 PASS Span Total 67% 0.941 1,401 L / 268 L/ 180 PASS SUPPORTS Support 1 Support 2 Live Reaction, Critical (lb) (DOL%) 280 (125) 280 (125) Dead Reaction (lb) 392 392 Total Reaction (lb) (DOL%) 672 (125) 672 (125) Bearing Bottom Flush Support Wall Wall HANGERS Model Top Face Member Header Size Right IUS1.81/11.88 10-10d 2-Teardrop Glulam DF/SP 8.75x34.5 SPANS AND LOADS Dimensions represent horizontal design spans 211-0.011 APPLICATION LOADS Member Slope: 0/12 Type Units DOL Live Dead Partition Spacing/Trib, Member Type Uniform psf 125% 20 28 0 16" Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location - from left Application Comment NOTES • Building code: IBC. Methodology: Allowable Stress Design • Min end bearing = 1.75 Inches, web stiffeners not required. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. C:\Documents and Settings\cgalvan\Desktop\070335 Lothenbach Residence\Designs\070335 RedSpec.red Page 1 of 1 The products noted are intended for interior, untreated, non -corrosive applications with normal temperatures and dry conditions of use, and must be Installed In accordance with local building code requirements and RedBuilt'" recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt" associate, PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBUIlt'" RedSpec'", Red -P", Red -145'" Red -165'", Red -165T'", Red -I90"; Red -19011", Red-190HS'", Red -L'", Red -LT'", Red -W'", Red -S'14, Red -M'", Red -H'", RedLam'", FloorChoice'" are trademarks of ReclBuIlt 11C, Boise ID, USA. Copyright Ccs 2010 RedBuilt LLC. All rights reserved. 1;i�d) BUILTProject: Lothenbach Residence Type: P Location: La Quinta, CA Qty: 1 RedOpenWebTM v5.0.4 Delivery: R1 Project Number: 070335 11/19/2010 3:19:43 PM PAGE 1 Del. Desc.: THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED All dimensions are horizontal. Reference Span = 26'0.000" 20.000" Red=STM OPEN WEB TRUSS Parallel Profile ....... ... . 7 0.25" t ............I ....... :1;n7 t 3.50" ...................................I I 0.76" Product diagram Is conceptual. LOADS: Analysis for Open -web Member Supporting FLOOR - RES. Structural Classification. Loads (psf): 60 Live at 100% duration, 0 Partition, 24 Dead (top chord), 0 Dead (bottom chord), @ 16.000" O.C. SUPPORTS: LEFT SUPPORT (Angle: 0°) RIGHT SUPPORT (Angle: 0°) Material: Plate(s) Material: Plate(s) Bearing Clip: S -Clip Bearing Clip: S -Clip Reinforcement: Chord(s) only Reinforcement: Chord(s) only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 91.8% (Design / Allowable) A repetitive member increase was applied to application load group. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (Ibs) 1454 F (1.00) 415 D (0.90) 1454 F (1.00) 415 D (0.90) Live Load (Ibs) 1038 0 1038 0 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 0.526" (U579) Deflection (Live Load) Span: 0.376" (L/811) Center Span Camber: 0.226", Recommended Deflection analysis is based on composite action with single layer of 19/32", 5/8" Panels, span -rating 20", nailed wood decking. A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the Red BuiltTM custom products listed above with chords analyzed using NDS analysis. -Pricing Load = 112.0 plf OPERATOR INFORMATION Christina Galvan, P.E. cgalvan@redbuilt.com Copyright© 2010 by RedBulll LLC Red -STM and RedOpenWebw are trademarks of RedBufll LLC, Boise. Idaho, USA. RedBuilt'" is a trademark of RedBuilt LLC, Boise, Idaho, USA. Redl_amT is a trademark of RedBuilt LLC, Boise, Idaho, USA. We4e ILS' RedOpenWebl" v5.0.4 11/19/2010 3:25:49 PM PAGE 1 Project: Lothenbach Residence Location: La Quinta, CA Delivery: R1 Del. Desc.: Type: N Qty: 1 Project Number: 070335 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span = 17' 0.000" 24.000" Red -STM OPEN WEB TRUSS Parallel Profile All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open -web Member Supporting FLOOR - RES. Structural Classification. Loads (psf): 40 Live at 100% duration, 0 Partition, 24 Dead (top chord), 0 Dead (bottom chord), @ 16.000" O.C:.and: LOAD GROUP #1 @ 16.000" O.C.-Parallel Wall (Angle: 0°) TYPE CLASS LIVE DEAD LOCATION (1) Uniform(plf) F(1.00) 0 150 0.250" to 16' 11.750" LOAD GROUP #2 @ 16.000" O.C.-Perpendicular Walls TYPE CLASS LIVE DEAD LOCATION (1) Point(plf) F(1.00) 0 150 10' 0.000" Point(plf) F(1.00) 0 150 14'6.000" LOAD GROUP #3 @ 16.000" O.C.-Hall Loading TYPE CLASS LIVE DEAD LOCATION (1) Uniform(psf) F(1.00) 60 24 0.250" to 16' 11.750" Point(plq F(1.00) 0 150 7'0.000" (1) Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: 0°) Material: Plate(s) Bearing Clip:. S -Clip Reinforcement: Chord(s) only DESIGN CONTROLS: APPL APPLIED TO Adds to TC APPL APPLIED TO Adds to TC, on chord(s) Adds to TC, on chord(s) APPL APPLIED TO Replaces TC Adds to TC, on chord(s) COMMENT Parallel Non -Bearing Wall COMMENT Non -Bearing Wall Non -Bearing Wall RIGHT SUPPORT (Angle: 0°) Material: Plate(s) Bearing Clip: S -Clip Reinforcement: Chord(s) only COMMENT Hall Loading Non -Bearing Wall Truss Member's Critical Design Component Value:_95.4% (Design / Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2, 3. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (Ibs) 1995 F (1.00) 271 D (0.90) 1995 F (1.00) 271 D (0.90) Live Load (lbs) 452 0 452 0 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 0.163" (L/1210) Deflection (Live Load) Span: 0.055" (L/3559) Center Span Camber: 0.033", Recommended Deflection analysis is based on composite action with single layer of 19/32", 5/8" Panels, span -rating 20", nailed wood decking. A structural analysis of the deck has not been performed by the program. Copyright ® 2010 by RedBuill LLC Red -ST" and RedOpenWeb`m are trademarks of RedBuill LLC, Boise. Idaho, USA. RedBuiltT" Is a trademark of RedBuiit LLC, Boise, Idaho, USA. RedLam 11 Is a trademark of RedBuilt LLC, Boise, Idaho, USA. �BUILT Project: Lothenbach. Residence Type: N RedOpenWeb'" v5.0.4 11/19/2010 3:25:49 PM PAGE 2 ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuilt?"' materials and code accepted design values. RedBuilt'TM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted. by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuilt7m custom products listed above with chords analyzed using NDS analysis. -Pricing Load = 235.3 plf OPERATOR INFORMATION Christina Galvan, P.E. cgalvan@redbuilt.com Copyright O 2010 by RedBuilt LLC Red -S'" and RedOpenWeVm are trademarks of RedBuitl LLC, Boise, Idaho, USA. RedBulltTM Is a trademark of RedBuilt LLC, Boise, Idaho, USA. RedLam'" is a trademark of RedBuilt LLC, Boise, Idaho, USA. Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 —_Faz (760) 398-1224 Project Name: Owner's Name: Robert Lothenbach This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVELONEAMOUNT: LEVELTWO AMOUNT: MITIGATION AMOUNT: COMWIND. AMOUNT: DATE: RECEIPT: CFECKH: INITIALS: CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Address: 52-903 Ross Avenue, La Quinta, CA 92253 Project Description: Single Family Dwelling Date: February 17, 2011 Phone No. " � APN: 767 670 018 Tract #: Lot #'s: Type of Developme Residential XX Commercial Industrial ToTa`I'S uar ee of Building Area: Certification of Applicant/Owners: The person signing certifies that the.above information is correct and makes this statement under penalty of perjury and further represents that he/she is authorized to sign on behalf of the owner/developer. Dated: 1 ` 1 Signature: / GYlcLl7 SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code 17620 Number of Sq.Ft. Amount per Sq.Ft. Amount Collected Gov. Code 65995 10,776 $2.97 $32,004.72 Building Permit Application Completed: Yes/No Project Approval By: Jamie T. Brown, Asst. Supt., Business Services Agreement Existing Not Subject to Fee Prior to 1/1/87 Requirement Certificate issued by: Marcela Valdez, Construction Analyst Signature: Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1 .acv itten notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90 -day period to prot st t imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90 -day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. 'Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. :5'�%:c tr;>etc;Ls;f1 t cc cr ific,�te of cor p, iajlcc #.cr i. upd,:tted :?-200 11/2010 em ft 0 Building & Safety Department • 78-495 Calle Tam ico of Pd Box 1504 P = La Quinta; CA 92253 " (760)777-7012 voice — (760) 777-7011 fax CERTIFICATION'OF BUILDING AREA STREET ADDRES-S:OF_J0B:�52-9.03 ROSS AVENUE' (AR N%767 -S70,=_01 . DESCRIPTION.OF WORK:-SINGLE-FAMILY_DWEL'L'ING S_QUARExFOOTAGE:.10 ` (OWNER'S NAM E::LOT.HENBACH,.ROBERT J 4_ ' Coachella Valley Unified School. District 83-733 Avenue 55 P O Box 847 ' Thermal, CA 92274 (760) 398 5909 - Desert Sands Unified School District . 47-950 Dune Palms Road La Quinta, CA 92253 (760)771785.15 Please Note: This Letter Verifies Conditioned Square Footage. Please call yo6r;School District to Verify School Fees, Requirement for Cashiers Check or Money Order and Hours of Operation. For questions regarding this letter, please call: Building & Safety Counter Technician (760) 777-7012.