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12-0223 (SFD)P.O. BOX 1504 78-495 CALLE.TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: 12-00000223 Owner: Property Address: 53408 VIA PALACIO DEWEY, PAUL & HOLLY APN: 777-220-022-236 -29894 - P.O. BOX 12793 Application description: DWELLING - SINGLE FAMILY DETACHED LA QUINTA, CA 92247 Property Zoning: LOW DENSITY RESIDENTIAL ( Application valuation: 533670 Contractor: Applicant: Architect or Engineer: SUNLITE DEVELOPMENT, P.O. BOX 10668 PALM DESERT, CA 92255 (760)34 Lic. NO..::655 655874 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Busines Professionals Code, and my License is in full force and effect. /License Class: 13 e se No.: 655874 �/ Date VContractor• / OWNER -BUILDER DECLARATION I hereby affirm under penalty of pe ' that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State 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 any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he 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.). (_ 1 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 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 5/30/12 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is 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 insurance carrier and policy number are: Carrier EXEMPT Policy Number EXEMPT I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, / and agree that, if I s ufd•b come subject to the workers' compensation rovisions of Section 7/�370�0 o�f, the Labor ode, 1 all forthwit ply with those provi Datem�// �rApplicant: WARNING: /FAILURE TO SECURE ORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 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, indemnity and hold harmless the City of La Quinti, 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 and county ordinances and state laws relating to buildin o struction, and he authorize representatives oft is county to enter upon the above-mentioned propert ori pection rpos ate_�gnature (Applicant or Agent): Application Number . . . . . 12-00000223 Structure Information Construction Type . . . . . TYPE V, UNPROTECTED Occupancy Type . . . . . DWELLG/LODGING/CONG <=10 Other struct info . . . . . CODE EDITION 2010 # BEDROOMS 5.00 FIRE SPRINKLERS YES GARAGE SQ FTG 1162.00 PATIO SQ FTG 2132.00 NUMBER OF UNITS 1.00 1ST FLOOR SQUARE FOOTAGE 4992.00 2ND FLOOR SQUARE FOOTAGE 833.00 - --------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . 2141.50 Issue Date . . . . Expiration Date . . 11/26/12 Plan Check Fee . .. 1391.98 Valuation . . . . 533670 Qty Unit Charge Per Extension BASE FEE 2039.50 34.00 3.0000 THOU BLDG 500,001-1,000,000 102.00 ---------------------------------------------------------------------------- Permit ELEC-NEW RESIDENTIAL Additional desc . . Permit Fee . . . . 299.76 Plan Check Fee . Issue Date . . . . Valuation Expiration Date . . 11/26/12 74.-94 0 Qty Unit Charge .Per Extension BASE FEE 15.00 5825.00 :0350 ELEC NEW RES - 1 OR 2 FAMILY 203.88 3294.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 65.88 1.00 ---------------------------------------------------------------------------- 15.0000 EA ELEC TEMPORARY POWER POLE 15.00 Permit. . . Additional desc . . Permit Fee . . . . Issue Date . . . . Expiration Date . . GRADING PERMIT 33.00 Plan Check Fee . . .00 Valuation . . . . 0 11/26/12 Qty Unit Charge Per Extension BASE FEE 33.00. -------------------------------------------------- ------------------------- Permit . . . . . . MECHANICAL LQPERMIT Application Number . . . . . 12-00000223 Per Permit MECHANICAL Additional desc . . BASE FEE 15.00 28.00 Permit Fee . . 233.50 Plan Check Fee 58.38 Issue Date . . . . 15.0000 Valuation . . 0 Expiration Date 11/26/12 6.0000 EA Qty Unit Charge Per 1.00 Extension EA BASE FEE 15.00 5.00 9.0000 EA MECH FURNACE <=100K 45.00 5.00 16.5000 EA MECH B/C >3-15HP/>100K-500KBTU 82.50 13.00 6.5000 EA MECH VENT FAN 84.50 1.00 6.5000 ---------------------------------------------------------------------------- EA MECH EXHAUST HOOD 6.50 Permit Additional desc . Permit Fee . . . . Issue Date . . . . Expiration Date . . PLUMBING 277.50 11/26/12 Plan Check Fee 69.38 Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 28.00 6.0000 EA PLB FIXTURE 168.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 6.00 6.0000 EA PLB ROOF DRAIN 36.00 1.00 7.5000 EA PLB WATER HEATER/VENT 7.50 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 12.00 .7500 EA PLB GAS PIPE >=5 9.00. 1.00 15.0000 EA PLB GAS METER 15.00 ---------------------------------------------------------------------_------- Special Notes and Comments 5825 SF 2 STORY SFD. TYPE V -B CONSTRUCTION W/ FIRE SPRINKLERS. R-3 OCCUPANCY.2010 CODES. 2008 DIF. **PERMIT DOES NOT INCLUDE BLOCK WALLS, FENCES, SWIMMING POOLS, SPA, BBQ'S and DRIVEWAY APPROACH**ENGINEER:dANNY MATSUMOTO C33307 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ART IN PUBLIC PLACES -RES 834.18 BLDG STDS ADMIN (SB1473) 24.00 DIF COMMUNITY CENTERS -RES 74.00 DIF CIVIC CENTER - RES 995.00 ENERGY REVIEW FEE 139.20 DIF FIRE PROTECTION -RES 140.00 DIF LIBRARIES - RES 355.00 MULTI -SPECIES (MSHCP) FEE 1254.00 LQPERMIT Application Number . . . . . 12-00000223 -----------------7---------------------------------------------------------- Other Fees . . . . . . . . . DIF .PARK MAINT FAC - RES 22.00 DIF PARKS/REC - RES 892.00 STRONG MOTION (SMI) - RES 53.37 DIF STREET MAINT FAC -RES 67.00 DIF TRANSPORTATION - RES 1930.00 _ Fee summary Charged Paid Credited ---------- Due ----------------- Permit Fee Total ---------- 2985.26 -------------------- .00 .00 2985.26 Plan Check Total 1594.68 1000.00 .00 594.68 Other Fee Total 6779.75 .00 .00 6779.75 Grand Total 11359.69 1000.00 .00 10359.69 LQPERMIT T_dT 4 4 a" P.O. BOX 1504 Building �� , /U Gt 78-495 CALLE TAMPICO Add,.. �-f 46 iA'ALA (10 LA QUINTA, CALIFORNIA 92253 Address+ M X la , APPLICATION ONLY BUILDING: TYPE CONST. OCC. GRP. A.P. Number �17�L" a -2-n— nz-Z. Legal Description Contractor Project Description S(W L+f 7 f YfLoPm 6,7� J: -vu(— 25S I W0 34n - 4 Zo 0 State Lic. ' (City I & Classif. /_ CCd-� �f Lic. # Arch., Engr., Designer 51 - t c10B 19f)V'(L. V\IrtA 1 Zzs3 JLic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm licensed under ovisions of Chapter 9 (comm g with Section 7000) of Divis' n 3 of t Busin and ro ssions Code, and my li a is in full force and effect. SIGNATUREDATE OWNER -BUILDER DECLARATION If I herebya irm 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) licen!,!:?1uant to the ntractor's License Law.) ❑ 1 am exempt under Sec. se 8, P.C. for Co. reason Date Owner WORKER COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less). I certify that in the performance of 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 thisCertificate 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 WHITE = BUILDING DEPARTMENT Sq. Ft. / No.No. Dw. Size 56 2S Stories 2. Units New X Add ❑ Alter ❑ Repair ❑ Demolition ❑ 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: YELLOW = APPLICANT PINK = FINANCE Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. 40M,1011! Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure F,. t,l14 TOTAL SSI !i II 'l REMARKS L— •-- __ A r 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: YELLOW = APPLICANT PINK = FINANCE Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT: LEVUL TWO AMOUNT: MITIGATION AMOUNT: COMMAND. AMOUNT: DATE: RECEIPT: CHECK #: INITIALS CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: The Hide Date: May 30, 2012 Owner's Name: Paul & Holly Dewey Phone No. Project Address: 53-408 Via Palacio, LaQuinta, CA Project Description: 2 Story Single Family Dwelling APN: 777-220-022 Tract #: Type of Development: Residential xX Commercial Total Square Feet of Building Area: 5,825 Lot #'s: Industrial 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: May 30, 2012 Signature: 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 5825 $3.20 $18640.00 Project Agreement Existing Not Subject to Fee Approval Prior to 1/1/87 Requirement Building Permit Application Completed: Yes/No By: Elsa F. Esqueda, Director of Facilities and Maintenance Note: Pursuant to AB 181 any room additions or enclosures of 500 sq. ft. or less are exempt from developer fees. Any mobile homes being relocated within the same school district's jurisdiction are exempt from developer fees. Certificate issued by: Laurie Howard, Secretary Signature:CI,(C(��, NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ('Tees?'), of the 90 -day period to protest the 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. htV:c/nlydocs/devfecs/certificate of compliance form updated 3-2007 11/2010 Sunlite From: Brook Marshall <brook@dc.rr.com> Sent: Thursday, May 17, 2012 1:37 PM To: Pau! Dewey Subject: FW: I copied everyone else and I probably totally forgot to copy you. My apologies. From: Brook Marshall fmailto:bmarshall(a)drminternet.com] Sent: Thursday, May 17, 2012 1:29 PM - To: brook(a)dc.rr.com Subject: May 15, 2012 Mr. Paul Dewey PO Box 10668 Palm Desert, CA 92255 RE: Dewey/Lot 236 at 53408 Via Palacio Final Design Review Dear Mr. Dewey: The Hideaway Design Review Committee (DRC) reviewed and approved your Final. -Working Drawing Submittal for Lot 236 subject to the following stipulations being addressed prior to your request for Setback Observation: 1. Previously the DRC stated that a "48" box Sweet Acacia had been added to rear/north side. The Acacia tree in this location may conflict with the neighbor's existing trees and grow into them. The committee recommends moving the tree further south or changing the tree species to be more compatible with the neighboring trees. 2. The irrigation plan should be revised to meet the guidelines for "drip irrigation". The current plan shows all "spray" irrigation. 3. Samples of hardscape materials and cut sheets for the landscape pots need to be reviewed and approved. 4. Specifications and details are required for all wall mounted light fixtures. The committee is aware of the City's requirement with regard to illuminated addresses; however, details and specifications for this design feature are required. 5. The request for a 5' pool variance was approved and has been forwarded to the Board of Directors for consideration. 6. The Golf Club's comments are as follows: a. A site meeting is required with the Golf Course Superintendent prior to any off -property work starting. b. . No off -property grading will be allowed. c. The existing golf course area that is to be disturbed will be cleaned and remodeled at the Homeowner's expense. d. Any and all irrigation for this area will be on the Homeowner's domestic water service. e. New turf irrigation sprinklers will not be allowed to spray water into the existing golf course landscape. f. Homeowner will be responsible to reimburse the Golf Club for any and all work necessary to accommodate the new turf area. g. The new turf area is to be maintained by the Homeowner based on the standards set by the Golf Club. h. The landscape contractor will be responsible to protect the existing golf course landscape outside of the new turf area. Any damage sustained will be reimbursed to the Golf Club by the Homeowner. i. The golf course Superintendent will determine the final turf line location, in conjunction with the DRC approved landscape plans. This determination will be made based on the existing landscape and irrigation conditions. Please contact Brook Marshall at BrookQdc.rr.com or by phone at (760) 219-8057 with any questions or to schedule your Pre Construction Meeting at the lot prior to any work commencing and/or any signage or temporary construction facilities being brought on site. Your Building Permit, Insurance Requirements and Construction Deposit are due at the time of the Pre Construction Meeting. Sincerely, Hideaway Design Review Committee cc: Anton Marinkovich, John Krieg, Gerry Tarsitano, DRC File PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: BANNING BEAUMONT CALIMESA CANYON LAKE C OAC H E LLA DESERT HOT SPRINGS EASTVALE INDIAN WELLS INDIO LAKE ELSINORE LA QUINTA MENIFEE MORENO VALLEY PALM DESERT PERRIS RANCHO MIRAGE RUBIDOUX CSD SAN JACINTO TEMECULA WILDOMAR BOARD OF SUPERVISORS: BOB BUSTER DISTRICT 1 JOHN TAVAGLIONE DISTRICT 2 JEFF STONE DISTRICT 3 JOHN BENOIT DISTRICT 4 MARION ASHLEY DISTRICT 5 RIVERSIDE COUNTY FIRE DEPARTMENT IN COOPERATION WITH THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION 77-933 Las Montanas Rd., Ste. #201, Palm Desert; CA 92211-4131 • Phone (760) 863-8886 • Fax (760) 863-7072 www.rvcfire:org May 15, 2012 CFB Fire Sprinkler 21386 Lilium Ct. Moreno Valley, CA Re: Residential Fire Sprinkler Plan Review LQ -12 -'RS -017 Dewey Residence Via Palacio Lot 236 The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department Planning & Engineering personnel and are approved with the following conditions: A minimum of three spare fire sprinklers of each type and temperature rating along with a sprinkler wrench should be located in a spare head cabinet at the system riser or other approved location. Permanently marked identification signs shall be attached to all control valves. A warning sign, with minimum '/ inch letters, shall be affixed adjacent to the main shutoff valve and shall state the following: WARNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire. Devices that restrict the flow or decrease the pressure or automatically shut off the water to the fire sprinkler system, such as water softeners, filtration systems, and automatic shut-off valves, shall not be added to this system without a review of the fire sprinkler system by a fire protections specialist. DO NOT remove this sign. The following inspections/tests are required to be witnessed by the Fire Department Planning Division staff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure. (b) Final inspection The Fire Department job card, approved plans and conditions letter must be at the job site or NO inspection will be performed. Applicant/installer shall be responsible to contact the Fire Department to schedule inspection(s) a minimum of 72 hours prior to the requested inspection date. All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering staff at (760) 863-8886. Applicant/installer shall be responsible to contact the Fire Department to schedule inspection. Sincerely, . a Ja Stubble Fire Safety Specialist JOB ADDRESS 53- �U8 (% ?a&&O CITY OF LA QUINTA SUB-CONTR GTOR LIST This form shall be posted on this ob. An changes J Y on the job with the Building to g this list must be approved PERMIT NUMBER /.? �' Inspection Card at all times in by the Building �.� OWNER a cons icuous lace. Only GUILDER- �J p P y persons appearing on this list or their employees are authorized to work Division prior to commencement of work. Failure to.comply will result in a stoppage of work. and/gr the voidance of building permit. For each applicable trade, all information requested below must be completed by applicant. "On File" Tralde. is not an acceptable response. MOO #on;it►S�rrte.:::.; ..: .:. :`G :;&is+res .041se:.::, 'EARTHW9,13K (C Company Name Classification (e.g. A, 8, C-8) License Number (xxxxxx) Exp. Date Carrie;ndalComp) (xx/xx/xx) (e.g. State F Polcy Number (F®rimat Varies) Exp. Date (xx/xx/xx) License Number (xxxx) Exp. Date (xx/xx/xx) -'i2) C d� om (�D I D Co � �1 �i1SU,IlUI�.Q �D AI ��' l 60 �i/I�' S�•� I � a� I z qh UOL,P.L�-�I ��I Fh 1.0I STRl1CT TEL ;- .: n B,' 10, lU �L MASONRY (C-29) PLUMBWG.iC.3:6# InAcl0 � MEC O KK) ICA C 2 $0 I6?1 2lZg S gyrus co W S too gp,� 1 gIIZ g �i I �q gS ooQ 1. 3 lc� 1 � ! 211Si l3 1131113 LATH; PASTER (.G351 :DRYWALL: (C-9) �p X3131 ►3 ,��_ .:� Wry ,cW� ?6v,000 � 78'ill �0 0� 2 —1162 �� f A�- -Z c- c-3Slgz!I31 h3. is - 00000 77 ?T//l tot Oils 103 �? 1 iz HVac .. - s-2o)' i ... . CI ��IN n �: ! t1�^ Yl Ch QST DD Ili (1 I ELECTi31GAL (C -1b) l� I • l .. �1� D �I 1131113 IN FW SH,W M#*A L (l 43) . - V I I iJ Q 67 :313118 3131J3 :PtJQFiINGRMY { _ :GLAZHV71 I� SNJ my b,I d I S ts\� lNSUI:ATION o�lu IL cel DI . � m � L� �I• � (� �� A _ � ION IEWAc,E DISP. (C a2j: :" . las CERAMt:C.TILE (C=54i C, �,�• �I� 1, 5� i r� Wn u 3 l Di I I LPTE :.LANDSCA.27. PNG 1C OL POOL C=53) EJ < < (( t [;Electronically Filed by Tim Scott and Authenticated at Ca10ERTS.com - 4/20/2012 Electronically Signed at Ca10ERTS.com by Anton Marinkovich (Stracts Inc.) 4/20/2012 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Dewey Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 4/20/2012 Project Address Hideaway Lot #236 La Quinta California Energy Climate Zone CA Climate Zone 15 I Total Cond. Floor Area 5,825 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. ❑ 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 Roof Wood Framed Attic R-38 5,023 Radiant Barrier New Wall Wood Framed R-21 5,859 New Slab Unheated Slab -on -Grade None 4,892 Perim = 446' New Door Opaque Door None 60 New Floor Wood Framed w/Crawl Space R-19 131 New FENESTRATION U- Exterior Orientation Area Factor SHGC Overhang Sidefins Shades Status Left (N) 188.0 0.390 0.26 none none Bug Screen New Rear(E) y,,� 177.5 0:3900:26--.none-•rnone..--.Bug- Screen.y New Right(S)1r 218.0 0.390 0.26 none , `none Jr� Bug Screen New Front (lM:1-96.0, j 0.390 0.26 no one' Bug Screen New Left (N) :, .l 300.0 0.390 0126 1(�O, N non . ,' . ; 211 1� www.. I O�-....a. C•_- BUILDING & SAFETY DE APPRONIRD r t2' !w3 DA Zol HVAC SYSTEMS -Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New 2 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R -Value Status HVAC 1 Ducted Ducted Attic, Ceiling Ins, vented 4.2 New HVAC 2 Ducted Ducted Attic, Ceiling Ins, vented 4.2 New HVAC 3 & 4 Ducted Ducted Attic, Ceiling Ins, vented 4.2 New WATER HEATING�i Ot . Type Gallons Min. Eff Distributio U Lr, atus L5 1 Small Gas 48 0.63 All Pipes Ins A ew By EnergyPro 5.1 by Ene Soft User Number: 6712 RunCode: 2012-0420710:33:51 ID: Page 1 of 8 Reg: 212-NO01138OB-000000000-0000 Registration Date/Time: 2012/03/05 18:11:08 HERS Provider: Ca10ERTS, Inc 4 1 L J Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 4/20/2012 ,F Electronically Signed at CalCERTS.com by Anton Marinkovich (Stracts-Inc.) 4/20/2012 t f k x f a- fi 3 t 0 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Dewey Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration 1412012012 Date Project Address Hideaway Lot #236 La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 5,825 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. ❑ 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 Factor SHGC Overhang Sidefins Shades Status ] ''i ! I r F T HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status. 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R -Value Status HVAC 5 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 RunCode: 2012-0420710:33:51 ID: Page 2 of 8 Reg: 212-NO01138OB-000000000-0000 Registration Date/Time: 2012/03/05 18:11:08 HERS Provider: CalCERTS, Inc Electronically Filed by Tim Scott and Authenticated at Ca10ERTS.com - 4/20/2012 'Electronically Signed at CalCERTS.com by Anton Marinkovich (Stracts Inc.) 4/20/2012 PERFORMANCE CERTIFICATE: Residential Part 2 of 5 CF -1 R Project Name Building Type ® Single Family ❑ Addition Alone Date Dewey Residence 1 ❑ Multi Family ❑ Existing+ Addition/Alteration 1412012012 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 HVAC System HVAC 1 must serve only Sleeping Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA3.3 must be met. HIGH MASS Design = Verify Thermal Mass: 709.0 ft' Covered Slab Floor, 3.500" thick at Master Bedroom HIGH MASS Design - Verify Thermal Mass: 406.0 ft' Exposed Slab Floor, 3.500" thick at Master Bedroom The HVAC System HVAC 2 must serve only Sleeping Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA3.3 must be met. HIGH MASS Design - Verify Thermal Mass: 874.0 ft2 Covered Slab Floor, 3.500" thick at Bedroom 2, 3 & Casita HIGH MASS Design - Verify Thermal Mass: 156.0 ft= Exposed Slab Floor, 3.500" thick at Bedroom 2, 3 & Casita The HVAC System HVAC 3 & 4 must serve only Living Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA3.3 must be met. HIGH MASS Design - Verify Thermal Mass: 240.0 ft' Covered Slab Floor, 3.500" thick at Living Zone HIGH MASS Design - Verify Thermal Mass: 2,507.0 ft2 Exposed Slab Floor, 3.500" thick at Living Zone The HVAC System HVAC 5 must serve only Sleeping Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a se crate thermostat In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA3.3 must be met. The Roof R-38 Roof Attic includes credit for a Radiant Barrier that is Continuous meeting eligibility and installation criteria as specified in Residential Appendix RA4.2.2. ' ! r 77�7 j \. �r HERS�REQUIR , EDjYERIFICATIOW, �` RS t gust receive -E ified'HE Rater The n's e r a Items in this section require field testing and/or verification bya cert p com Ieted CF -4R -form for each ofahe measures listed below for final to be given. The Cooling. System Carrier 24HCB660 / 58CVX110 includes credit for a 12.0 EER Condenser. A certified HERS rater must field verity 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 24HCB648 / 58CVX090 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 24HCB660 / 58CVX110 includes credit for a 12.0 EER Condenser. A certified HERS rater must field verity the installation of the correct Condenser. The HVAC System HVAC 3 & 4 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 3 & 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 24HCB648 / 58CVX090 includes credit fora 12.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC 5 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 5 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. Ener.gyPro 5.1 by EnemySoft User Number: 6712 RunCode: 2012-0420710:33:51 ID: Page 3 of 8 Reg: 212-NO01138OB-000000000-0000 Registration Date/Time: 2012/03/05 18:11:08 HERS Provider: CalCERTS, inc t • Electronically Filed by Tim Scott and Authenticated at Ca10ERTS.com - 4/20/2012 • Electronically Signed at CalCERTS.com by Anton Marinkovich (Stracts Inc.) 4/20/2012 PERFORMANCE CERTIFICATE: Residential Part 3 of 5 CF -1 R Project Name Building Type m Single Family ❑ Addition Alone Date Dewey Residence 1 ❑ Multi Family ❑ Existing+ Addition/Alteration 1412012012 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/fe- r Space Heating 5.49 6.07 -0.59 Space Cooling 53.40 41.21 12.19 Fans 10.78 12.18 -1.40 Domestic Hot Water 5.90 5.29 0.61 Pumps 0.00 0.00 0.00 Totals 75.56 64.74 10.82 Percent Better Than Standard: 14.3 BUILDING COMPLIES - HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: (NIM 300 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (NIM 1,718 196 Fuel Available at Site: Natural Gas (NE) 1,587 488 Raised Floor Area: 131 (SE) 1,912 178 Slab on Grade Area: 4,892 (SIM 1,782 218 Average Ceiling Height: 10.6 Roof 5,023 0 Fenestration Average U -Factor: 0.39 TOTAL: 1,080 Avera a SHGG 0.26 Fenestration/CFA Ratio: 16.5 REMARKS, . a r STATEMENT'OF COMPLIANCE This certificate of complianc01isM'the building features and specifications needed to comply with Title 24 -Parts' 1 the Administrative Regulations and Part 6 the Efficiency Standards ofthelCalifornia Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company Scott Design and Title 24, Inc, 4/20/2012 Address 77-085 Michigan Drive Name Tim Scott 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 Stracts Architects Address 51-555 Desert Club Drive, Suite 300 Name Anton Marinkovich City/State/Zip La Quinta, CA 92253 Phone (760) 771-1800 Signed License # Date EnerovPro 5.1 by EnerqySoft user Number: 6712 RunCode: 2012-0420710:33:51 ID: Page 4 of 8 Reg: 212-NO01138OB-000000000-0000 Registration Date/Time: 2012/03/05 18:11:08 HERS Provider: CalCERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 4/20/2012 Electronically Signed at CalCERTS.com by Anton Marinkovich (Stracts Inc.) 4/20/2012 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Dewey Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1412012012 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Joint Appendix Factor Cavity Exterior Frame Interior Frame Azm Tilt I Status 4 Location/Comments Roof 1,115 0.025 R-38 0 0 New 4.2.1-A21 Master Bedroom Wall 213 0.069 R-21 0 90 New 4.3.1-A6 Master Bedroom Wall 243 0.069 R-21 90 90 New 4.3.1-A6 Master Bedroom Wall 313 0.069 R-21 180 90 New 4.3.1-A6 Master Bedroom Wall 313 0.069 R-21 270 90 New 4.3.1-A6 Master Bedroom Slab 709 0.730 None 0 180 New 4.4.7-A1 Master Bedroom Slab 406 0.730 None 0 180 New 4.4.7-A1 Master Bedroom Roof 1,030 6.025 R-38 0 0 New 4.2.1-A21 Bedroom 2, 3 & Casita Wall 60 0.069 R-21 0 90 New 4.3.1-A6 Bedroom 2, 3 & Casita Wall 453 0.069 R-21 90 90 New 4.3.1-A6 Bedroom 2, 3 & Casita Wall 250 0.069 R-21 180 90 New 4.3.1-A6 Bedroom 2, 3 & Casita Wall 390 0.069 R-21 270 90 New 4.3.1-A6 Bedroom 2, 3 & Casita Slab 874 0.730 None 0 180 New 4.4.7-A1 Bedroom 2, 3 & Casita Slab 156 0.730 None 0 180 New 4.4.7-A1 Bedroom 2, 3 & Casita Roof 1,945 0.025 R-38 0 0 New 14.2.1-A21 ILIving Zone Wall 550 0.069 R-21 0 90 New 14.3.1-A6 ILiving Zone FENESTRATION SURFACE DETAILS ID Type Area U -Factor SH C;4 Azm Status Glazing Type Location/Comments 1 Window 80.0 '0.390 NFRC 0.26 NFRC 0 New Architectural Traditions Window Master Bedroom 2- Window 20.0 0.390 NFRC 0.26 NFRC 0 New Architectural Traditions Window Master Bedroom '3 Window''' 12.5 0.390 NFRC 0.26 NFRC 90 New Architectural Traditions Window Master Bedroom 4:. Window 12.5 0.390 NFRC 0.26 NFRC 90 New Architectural Traditions Window Master Bedroom 5 4 Window_ , 10.0 0.390 NFRC_ _ 0.26 .NFRC-._..:.e,-.-_90 New_.,.:, Architectural_Traditions Window Master Bedroom 6 Window" `25.0 0.390 `NFRC 0.26 NFRC -190 New -: Architectural Traditions Window Master Bedroom 7 Window 110.0 0,3901 NFRC <- 0.26 'NFRC 90 N®w, Architectural Traditions Window Master Bedroom 8 Window 12.5' :;0.390 NFRC, 0.26 NFRC .41 90 New 0�, Architectural TraditionsWindow Bedroom 2, 3 &Casita 9 Window 12.'5 10.390 NFRC f 0.26 NFRC 4' 90 New_„ Architectural Traditions Window Bedroom 2, 3 & Casita, 10 Window jr,1.7.5, i 0.390 NFRC 0.26 NFRC, ,#'90 New*' -1. Architectural oTraditions Window Bedroom 2 !3 & Casita 11 . Windowo ► t,25.0 -0.390 NF.RCs ' -oO.25 NFRC e:_h 90 New ',, Architectural,Traditions:Window Bedroom'2F3 &Casita 12' Window 4.0 0.390 NFRC'"` 0.26 NFRC _ 180 New Architectural Traditions Window Bedroom 2, 3 &Casita 13 Window _ 25.0 0.390 NFRC 0.26 NFRC 180 New Architectural Traditions Window Bedroom 2, 3 & Casita 14- Window '24.0 0.390 NFRC 0.26 NFRC 270 New Architectural Traditions Window Bedroom 2, 3 & Casita 15 Window 6.0 0.390 NFRC 0.26 NFRC 270 New Architectural Traditions Window Bedroom 2, 3 & Casita 16 Window 40.0 i 0.390 NFRC 0.26 NFRC 270 New Architectural Traditions Window Bedroom 2, 3 & Casita (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 Window Exterior Shade Type SHGC H t Wd Ove hanq Left Fin Ri ht Fin Len H t LExt RExt Dist Len Hat 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 Bu Screen 0.76 10 Bug Screen 0.76 11 Bug Screen 0.76 12 Bug Screen 0.76 13 Bug Screen 0.76 14 Buq Screen 0.76 EE 15 Bug Screen 0.76 16 JBug Screen 0.76 EnergyPro 5.1 by EnemySoft User Number.' 6712 RunCode: 2012-04-20710:33:51 ID: Page 5 of 8 Reg: 212-NO01138OB-000000000-0000 Registration Date/Time: 2012/03/05 18:11:08 HERS Provider: CalCERTS, Inc ,�Iectronically Filed by Tim Scott and Authenticated at CalCERTS.com - 4/20/2012 Electronically Signed at Ca10ERTS.com by Anton Marinkovich (Stracts inc.) 4/20/2012 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Dewey Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1412012012 OPAOUE SURFACE DETAILS Surface U- Insulation Type Area Factor Cavity Exterior Frame Interior Frame Azm Joint Appendix Tilt Status 4 Location/Comments Wall 696 0.069 R-21 90 90 New 4.3.1-A6 Living Zone Wall 666 0.069 R-21 180 90 New 4.3.1-A6 Living Zone Door 20 1.450 None 180 90 New 4.5.1-A1 Living Zone Door 20 1.450 None 180 90 New 4.5.1-A1 Living Zone Door 20 1.450 None 180 90 New 4.5.1-A1 Living Zone Wall 476 0.069 R-21 270 90 New 4.3.1-A6 Living Zone Slab 240 0.730 None 0 180 New 4.4.7-A1 Livin Zone Slab 2,507 0.730 None 0 180 New 4.4.7-A1 Living Zone Roof 933 0.025 R-38 0 0 New 4.2.1-A21 2nd Floor Wall 276 0.069 R-21 0 90 New 4.3.1-A6 2nd Floor Wall 343 0.069 R-21 90 90 New 4.3.1-A6 2nd Floor Wall 275 0.069 R-21 180 90 New 4.3.1-A6 2nd Floor Wall 343 0.069 R-21 270 90 New 4.3.1-A6 2nd Floor Floor 131 0.037 R-19 0 180 New 4.4.1-A4 2nd Floor FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC2 Azm Status Glazing Type Location/Comments 17 Window 40.0 0. 3901 NFRC 0.26 NFRC 0 New Architectural Traditions Window Living Zone 18 Window 300.0 0.390 NFRC 0.26 NFRC 0 New Architectural Traditions Window Living Zone 19 Window 6.0 0.390 NFRC 0.26 NFRC 90 New Architectural Traditions Window Living Zone 20 Window 25.0 0.390 NFRC 0.26 NFRC 180 New Architectural Traditions Window Living Zone 21 Window- ,, ._ 90.0 0.390 NFRC ,,0.26 NFRC- _180 Newm_,,,,,, Architectural Traditions Window Living Zone 22 Window- 25.0 0.390 'NFRC , 0.26 NFRC 180 New Architectural Traditions'Window Living Zone 23 Window `20.0 0.390 NFRC 0.26 "NFRC 270 New , Architectural Traditions Window Living Zone 24 Window 16.9 `0.390 NFRC 0.26 NFRC -.-1270 New Architectural Traditions Window Living Zone 25 Window ;60 10.390 NFRC 0.26 NFRC 270 New Architectural Traditions Window Living Zone,. r . • . 26 Window X ,40.0;, 0.390 NFRC 0.26 NFRC ,x270 New ?, Architectural Traditions Window Living. Zone 27 Windows / L48.0' _, 0.390 NFRC - -0.26 NFRC 0 New Architectural -Traditions Window 2nd Floor 28 Window 10.0 0.390 NFRC 0.26 NFRC 90 New Architectural Traditions Window 2nd Floor 29 Window 10.0 0.390 NFRC 0.26 NFRC 90 New Architectural Traditions Window 2nd Floor 30 Window 24.0 0.390 NFRC 0.26 NFRC 90 New Architectural Traditions Window 2nd Floor 31 Window 24.0 0.390 NFRC 0.26 NFRC 180 New Architectural Traditions Window 2nd Floor 32 Window 25.0 0.390 NFRC 0.26 NFRC 180 New Architectural Traditions Windowl 2nd Floor (1) Ll -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 RExt Dist Len H t Dist Len H t 17 Bug Screen 0.76 18 Bug Screen 0.76 10.0 30.0 10.0 0.1 10.0 10.0 19 Bug Screen 0.76 20 IBug Screen 0.76 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 Bug Screen 0.76 32 JBug Screen 0.76 Ene Pro 5.1 by Ene fySoft User Number. 6712 RunCode: 2012-04-20710:33:51 ID: Page 6 of 8 Reg: 212-NO01138OB-000000000-0000 Registration Date/Time: 2012/03/05 18:11:08 HERS Provider: CalCERTS, inc ,Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 4/20/2012 Electronically Signed at CalCERTS.com by Anton Marinkovich (Stracts Inc.) 4/20/2012 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Dewey Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1412012012 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments —Type. FENESTRATION SURFACE;DETAILS ID Type Area U-Ractor' SHGC Azm Status Glazing Type Location/Comments 33 Window 8.0:.+,'0.390 NFRC 0.26 NFRC 270 New Architectural Traditions Window 2nd Floor 34.. Window ;.:8.0 0.390 `NERC 0.26 NFRC 270 New Architectural Traditions Window 2nd Floor 35 Window Y 6.0 0.390 NFRC 0.26 NFRC 270 New Architectural Traditions Window 2nd Floor 36. Window 6.0 0.390 NFR,C, 0.26 NFRC 270 New Architectural Traditions Window 2nd Floor 37.:; window „, -_ „8.0 0.390 NERC :Architectural..Traditions IMndow 2nd Floor 38;.,!,: Wt pdow . "_?j`0.9 ; 0.390 'NERC. 0 26 ;NERC ; , 270, 'New Archite%tural Traddions;Wndow '2nd Floor <w r. ,I , '.L �':i 11J�:: :fR�':n ,•.'.1 I1td.S .: .F: .N. � K+3.4Sd `d,.:. i .� ..tR�, }tP: .d�dt s..'Y :.4wT: .M1� 7 i 4. t p '+�Z:i : (1) U -Factor Type <;`1 j6 A = Defauft Table from Standards, NFRC = Labeled Value 2 SHGC Type: 1` -i'.6 -B._: Defauft Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS Window Ove hanq Left Fin Ri ht Fin 1D Exterior Shade Type SHGC Hat Wd Len H t LEA RExt Dist Len Hat Dist Len H t 33 Bug Screen 0.76 34 Bug Screen 0.76 35 Bug Screen 0.76 36 1Bug Screen 0.76 37 Bug Screen 0.76 38 Bug Screen 0.76 EnergvPro 5.1 by EnergySoft User Number: 6712 Runcode: 2012-0420710:33:51 /D: Pae 7 of 8 Reg: 212-NO01138OB-000000000-0000 Registration Date/Time: 2012/03/05 18:11:08 HERS Provider: CalCERTS, Inc E➢.ectronically Filed by Tim Scott and Authenticated at CalCERTS.com - 4/20/2012 Electronically Signed at Ca10ERTS.com by Anton Marinkovich (Stracts Inc.) 4/20/2012 I CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5) . CF -1 R Project NameBuilding Dewey Residence Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1412012012 BUILDING ZONE INFORMATION System Name Zone Name Floor Area New Existing Altered Removed Volume Year Built HVAC 1 Master Bedroom 1,115 11,708 HVAC 2 Bedroom 2, 3 & Casita 1,030 10,300 HVAC 3 & 4 Living Zone 2,747 30,217 HVAC 5 2nd Floor 933 91330 Totals 5,8251 0 0 0 HVAC SYSTEMS Name,.-+. ame, 4!:Heatino Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status HVAC 1 = 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New HVAC 2 1 'i ,Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New HVAC 3 & 4 , ? 2 ,� „Cent al,Fumace 80%>AFUE S IitsArr=conditioner t:5 0 SEER; Setback;:;.. New HVACb r, :. 1 aCentralFumace' 80%AFUE S htrA�r:Conddrone% 15 0 SEER Setback;' New HVA,;DISTRIBUTION:=fir A V,4 '' 'Ducts: S "sterni;N..arne.. : Heatiri Coohn ..: _ .. .. 'Duct.Locabon ' ' R._ValueTested? Status HVAC 1 r ;a, Ducted Ducted Attic, Ceiling Ins, vented 4.2 m New HVAC 2 ''' Ducted Ducted Attic, Ceiling Ins, vented 4.2 m New HVAC'.:: -3-::;'&,4 '` - Ducted Ducted Attic, Ceiling Ins, vented 4.2 d New ?` HVAC 5 � , Ducted ill Ducted Attic, Ceiling Ins, vented 8.0 D New .:. ❑ WATER HEATING SYSTEMS%!' S stem Name Oty. " Type Distribution Rated Input Btuh Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul: R- Value Status Bradford -White Corp. M-1- 1 Small Gas All Pipes Ins 40,000 48 0.63 n/a n/a New MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING. SYSTEM PIPING Control Hot Water Piping Length ft o N a System Name Pipe Length Pipe Diameter Insul. Thick. Oty. HP Plenum Outside Buried EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2012-0420710:33:51 ID: Page 8 of 8 Reg: 212-NO01138OB-000000000-0000 Registration Date/Time: 2012/03/05 18:11:08 HERS Provider: CalCERTS, Inc 0,: 0 rt. BUILDING ENERGY ANALYSIS REPORT PROJECT: Dewey Residence Hideaway Lot #236 La Quinta, CA 92253 Project Designer: Stracts Architects 51-555 Desert Club Drive, Suite 300 La Quinta, CA 92253 (760) 771-1800 Report Prepared by: Tim Scott Scott Design and Title 24, Inc, 77-085 Michigan Drive Palm Desert, Ca 92211 (760) 200-4780 Job Number: .. 'L &PfA1•LcJF:- CITY OF LA QUINTA BUILDING & SAFEfY DEPT. APPROVED FOR CONSTRUCTION )A G 2d 12 BY � 12-223 PTMTOWT[ Date: 11� MAY 0 g 2012 4/20/2012 f By 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. EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2012-0420710:33:51 ID: • 0 I TABLE OF CONTENTS I Cover Page 1 Table of Contents 2 Form CF -1 R Certificate of Compliance 3 Form MF -1 R Mandatory Measures Summary 11 HVAC System Heating and Cooling Loads Summary 14 Room Load Summary 18 Room Heating Peak Loads 22 Room Cooling Peak Loads 26 EnergyPro 5.1 by EnergySoft Job Number: ID: User Number: 6712 1 • • PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Dewey Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 4/20/2012 Project Address Hideaway Lot #236 La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 5,825 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 5,023 Radiant Barrier New Wall Wood Framed R-21 5,859 New Slab Unheated Slab -on -Grade None 4,892 Perim = 446' New Door Opaque Door None 60 New Floor Wood Framed w/Crawl Space R-19 131 New FENESTRATION U- Exterior Orientation Area Factor SHGC Overhang Sidefins Shades Status Left (N) 188.0 0.390 0.26 none none Bug Screen New Rear (E) 177.5 0.390 0.26 none none Bug Screen New Right (S) 218.0 0.390 0.26 none none Bug Screen New Front (W) 196.0 0.390 0.26 none none Bug Screen New Left (N) 300.0 0.390 0.26 10.0 none Bug Screen New HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New 2 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status HVAC 1 Ducted Ducted Attic, Ceiling Ins, vented 4.2 New HVAC 2 Ducted Ducted Attic, Ceiling Ins, vented 4.2 New HVAC 3 & 4 Ducted Ducted Attic, Ceiling Ins, vented 4.2 New WATER HEATING Ot . Type Gallons Min. Eff Distribution Status 1 Small Gas 48 0.63 All Pipes Ins New EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2012-04-20T10:33:51 ID: Page 3 of 31 9 • • PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Dewey Residence Building Type o Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration 1412012012 Date Project Address Hideaway Lot #236 La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 5,825 Addition n/a # of Stories 2 FIELD INSPECTION ENERGY CHECKLIST IZI 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 Area Special Construction Type Cavity Features see Part 2 of 5 Status FENESTRATION U- Exterior Orientation Area Factor SHGC Overhang Sidefins Shades Status HVAC SYSTEMS City. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R -Value Status HVAC 5 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 RunCode: 2012-04-20710:33:51 ID: Page 4 of 31 • L� • PERFORMANCE CERTIFICATE: Residential Part 2 of 5 CF -1 R Project Name Building Type ® Single Family ❑ Addition Alone Date Dewey Residence 1 ❑ Multi Family ❑ Existing+ Addition/Alteration 4/20/2012 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 HVAC System HVAC 1 must serve only Sleeping Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA3.3 must be met. HIGH MASS Design - Verify Thermal Mass: 709.0 ft2 Covered Slab Floor, 3.500" thick at Master Bedroom HIGH MASS Design - Verify Thermal Mass: 406.0 ft2 Exposed Slab Floor, 3.500" thick at Master Bedroom The HVAC System HVAC 2 must serve only Sleeping Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA3.3 must be met. HIGH MASS Design - Verify Thermal Mass: 874.0 ft2 Covered Slab Floor, 3.500" thick at Bedroom 2, 3 & Casita HIGH MASS Design - Verify Thermal Mass: 156.0 ft2 Exposed Slab Floor, 3.500" thick at Bedroom 2, 3 & Casita The HVAC System HVAC 3 & 4 must serve only Living Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA3.3 must be met. HIGH MASS Design - Verify Thermal Mass: 240.0 ft2 Covered Slab Floor, 3.500" thick at Living Zone HIGH MASS Design - Verify Thermal Mass: 2,507.0 ft2 Exposed Slab Floor, 3.500" thick at Living Zone The HVAC System HVAC 5 must serve only Sleeping Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA3.3 must be met. The Roof R-38 Roof Attic 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 -413 form for each of the measures listed below for final to be given. The Cooling System Carrier 24HCB660 / 58CVX110 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 24HCB648 / 58CVX090 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 24HCB660 / 58CVX110 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 & 4 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 3 & 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 24HCB648 / 58CVX090 includes credit fora 12.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC 5 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 5 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. h—ne—mvPro 5.1 by EnemySoft User Number: 6712 RunCode: 2012-0420710:33:51 ID: Page 5 of 31 • • 0 PERFORMANCE CERTIFICATE: Residential Part 3 of 5 CF -1 R Project Name Building Type m Single Family ❑ Addition Alone Date Dewey Residence 1 ❑ Multi Family ❑ Existing+ Addition/Alteration 4/20/2012 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/ftz r Space Heating 5.49 6.07 -0.59 Space Cooling 53.40 41.21 12.19 Fans 10.78 12.18 -1.40 Domestic Hot Water 5.90 5.29 0.61 Pumps 0.00 0.00 0.00 Totals 75.56 64.74 10.82 Percent Better Than Standard: 14.3% BUILDING COMPLIES - HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: (NW) 300 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (N K9 1,718 196 Fuel Available at Site: Natural Gas (NE) 1,587 488 Raised Floor Area: 131 (SE) 1,912 178 Slab on Grade Area: 4,892 (StM 1,782 218 Average Ceiling Height: 10.6 Roof 5,023 0 Fenestration Average U -Factor: 0.39 TOTAL: 1,080 Average SHGC: 0.26 Fenestration/CFA Ratio: 18.5% 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 compl e. Documentation Author Company Scott Design and Title 24, Inc, 420/2012 Address 77-085 Michigan Drive Name Tim Scott 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 Stracts Architects Address 51-555 Desert Club Drive, Suite 300 Name Anton Marinkovich City/State/Zip La Quinta, CA 92253 Phone (760) 771-1800 Signed License # Date EnemyPro 5.1 by EnemySoft User Number: 6712 RunCode: 2012-04-20710:33:51 ID: Page 6 of 31 • • • CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Dewey Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1412012012 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Joint Appendix Factor Cavity Exterior Frame Interior Frame Azm Tilt I Status 4 Location/Comments Roof 1,115 0.025 R-38 0 0 New 4.2.1-A21 Master Bedroom Wall 213 0.069 R-21 0 90 New 4.3.1-A6 Master Bedroom Wall 243 0.069 R-21 90 90 New 4.3.1-A6 Master Bedroom Wall 313 0.069 R-21 180 90 New 4.3.1-A6 Master Bedroom Wall 313 0.069 R-21 270 90 New 4.3.1-A6 Master Bedroom Slab 709 0.730 None 0 180 New 4.4.7-A1 Master Bedroom Slab 406 0.730 None 0 180 New 4.4.7-A 1 Master Bedroom Roof 1,030 0.025 R-38 0 0 New 4.2.1-A21 Bedroom 2, 3 & Casita Wall 60 0.069 R-21 0 90 New 4.3.1-A6 Bedroom 2, 3 & Casita Wall 1 453 0.069 R-21 90 90 New 4.3.1-A6 Bedroom 2, 3 & Casita Wall 250 0.069 R-21 180 90 New 4.3.1-A6 Bedroom 2, 3 & Casita Wall 390 0.069 R-21 270 90 New 4.3.1-A6 Bedroom 2, 3 & Casita Slab 874 0.730 None 0 180 New 4.4.7-A1 Bedroom 2, 3 & Casita Slab 156 0.730 None 0 180 New 4.4.7-A1 Bedroom 2, 3 & Casita Roof 1,945 0.025 R-38 1 0 0 New 14.2.1-A21 ILiving Zone Wall 550 0.069 R-21 1 0 90 1 New 14.3.1-A6 ILiving Zone FENESTRATION SURFACE DETAILS ID Type Area LI -Factor' SHGC Azm Status Glazing Type Location/Comments- 1 Window 80.0 0.390 NFRC 0.26 NFRC 0 New Architectural Traditions Window Master Bedroom 2 Window 20.0 0.390 NFRC 0.26 NFRC 0 New Architectural Traditions Window Master Bedroom 3 Window 12.5 0.390 NFRC 0.26 NFRC 90 New Architectural Traditions Window Master Bedroom 4 Window 12.5 0.390 NFRC 0.26 NFRC 90 New Architectural Traditions Window Master Bedroom 5 Window 1 10.0 0.390 NFRC 0.26 NFRC 90 New Architectural Traditions Window Master Bedroom 6 Window 25.0 0.390 NFRC 0.26 NFRC 90 New Architectural Traditions Window Master Bedroom 7 Window 10.0 0.390 NFRC 0.26 NFRC 90 New Architectural Traditions Window Master Bedroom 8 Window 12.5 0.390 NFRC 0.26 NFRC 90 New Architectural Traditions Window Bedroom 2, 3 & Casita 9 Window 12.5 0.390 NFRC 0.26 NFRC 90 New Architectural Traditions Window Bedroom 2, 3 & Casita 10 Window 7.5 0.390 NFRC 0.26 NFRC 90 New Architectural Traditions Window Bedroom 2, 3 & Casita 11 Window 25.0 0.390 NFRC 0.26 NFRC 90 New Architectural Traditions Window Bedroom 2, 3 & Casita 12 Window 4.0 0.390 NFRC 0.26 NFRC 180 New Architectural Traditions Window Bedroom 2, 3 & Casita 13 Window 25.0 0.390 NFRC 0.26 NFRC 180 New Architectural Traditions Window Bedroom 2, 3 & Casita 14 Window 24.0 0.390 NFRC 0.26 NFRC 270 New Architectural Traditions Window Bedroom 2, 3 & Casita 15 Window 6.0 0.390 NFRC 0.26 NFRC 270 New Architectural Traditions Window Bedroom 2, 3 & Casita 16 Window 40.0 0.390 NFRC 0.26 NFRC 270 New Architectural Traditions Windowl Bedroom 2, 3 & Casita (1) Ll -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 HqA Wd Ove hang Left Fin Right Fin Len H t 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 lBug 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 Bug Screen 0.76 11 Bu Screen 0.76 12 Bug Screen 0.76 13 Bu Screen 0.76 14 Bu Screen 0.76 15 Bu Screen 0.76 16 Bu Screen 0.76 EnergyPro 5.1 by EnerqySoft User Number: 6712 RunCode: 2012-04-20710:33:51 ID: Page 7 of 31 • • C7 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Dewey Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1412012012 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Joint Appendix Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Wall 696 0.069 R-21 90 90 New 4.3.1-A6 Living Zone Wall 666 0.069 R-21 180 90 New 4.3.1-A6 Living Zone Door 20 1.450 None 180 90 New 4.5.1-A1 Living Zone Door 20 1.450 None 180 90 New 4.5.1-A1 Living Zone Door 20 1.450 None 180 90 New 4.5.1-A1 Living Zone Wall 476 0.069 R-21 270 90 New 4.3.1-A6 Livin Zone Slab 240 0.730 None 0 180 New 4.4.7-A1 Living Zone Slab 2,507 0.730 None 0 180 New 4.4.7-A1 Living Zone Roof 933 0.025 R-38 0 0 New 4.2.1-A21 2nd Floor Wall 276 0.069 R-21 0 90 New 4.3.1-A6 2nd Floor Wall 343 0.069 R-21 90 90 New 4.3.1-A6 2nd Floor Wall 275 0.069 R-21 180 90 New 4.3.1-A6 2nd Floor Wall 343 0.069 R-21 270 90 New 4.3.1-A6 2nd Floor Floor 131 0.037 R-19 0 180 New 4.4.1-A4 2nd Floor FENESTRATION SURFACE DETAILS ID Type I Area U -Factor SHGC Azm Status Glazing Type Location/Comments 17 Window 40.0 0.390 NFRC 0.26 NFRC 0 New Architectural Traditions Window Living Zone 18 Window 300.0 0.390 NFRC 0.26 NFRC 0 New Architectural Traditions Window Living Zone 19 Window 6.0 0.390 NFRC 0.26 NFRC 90 New Architectural Traditions Window Living Zone 20 Window 25.0 0.390 NFRC 0.26 NFRC 180 New Architectural Traditions Window Living Zone 21 Window 90.0 0.390 NFRC 0.26 NFRC 180 New Architectural Traditions Window Living Zone 22 Window 25.0 0.390 NFRC 0.26 NFRC 180 New Architectural Traditions Window Living Zone 23 Window 20.0 0.390 NFRC 0.26 NFRC 270 New Architectural Traditions Window Living Zone 24 Window 16.0 0.390 NFRC 0.26 NFRC 270 New Architectural Traditions Window Living Zone Window 6.0 0.390 NFRC 0.26 NFRC 270 New Architectural Traditions Window Living Zone Window 40.0 0.390 NFRC 0.26 NFRC 270 New Architectural Traditions Window Living Zone Window 48.0 0.390 NFRC 0.26 NFRC 0 New Architectural Traditions Window 2nd Floor M Window 10.0 0.390 NFRC 0.26 NFRC 90 New Architectural Traditions Window 2nd Floor Window 10.0 0.390 NFRC 0.26 NFRC 90 New Architectural Traditions Window 2nd Floor Window 24.0 0.390 NFRC 0.26 NFRC 90 New Architectural Traditions Window 2nd Floor Window 24.0 0.390 NFRC 0.26 NFRC 180 New Architectural Traditions Windowl 2nd Floor 32 Window 25.0 0.390 1 NFRC 0.26 NFRC 180 New Architectural Traditions Windowl 2nd Floor (1) Ll -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 Hat Wd Ove hang Left Fin Ri ht Fin Len H t LExt RExt Dist Len Hat Dist Len H t 17 Bug Screen 0.76 18 Bug Screen 0.76 10.0 30.0 10.0 0.1 10.0 10.0 19 Bug Screen 0.76 20 IBug Screen 0.76 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 Bug Screen 1 0.761 1 32 JBug Screen 1 0.761 1 EnemyPro 5.1 by EnergySoft User Number.- 6712 RunCode: 2012-04-20710:33:51 ID: Page 8 of 31 • • • CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Dewey Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 4/20/2012 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 LI -Factor' SHGC Azm Status Glazing Type Location/Comments 33 Window 8.0 0.390 NFRC 0.26 NFRC 270 New Architectural Traditions Window 2nd Floor 34 Window 8.0 0.390 NFRC 0.26 NFRC 270 New Architectural Traditions Window 2nd Floor 35 Window 6.0 0.390 NFRC 0.26 NFRC 270 New Architectural Traditions Window 2nd Floor 36 Window 6.0 0.390 NFRC 0.26 NFRC 270 New Architectural Traditions Window 2nd Floor 37 Window 8.0 0.390 NFRC 0.26 NFRC 270 New Architectural Traditions Window 2nd Floor 38 Window 8.0 0.390 NFRC 0.26 NFRC 270 New Architectural Traditions Window 2nd Floor (1) LI -Factor Type: 2 SHGC Type: 116-A = Default Table from Standards, NFRC = Labeled Value 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type Window Ove hanq Left Fin Ri ht in SHGC H t Wd Len H t LExt RExt Dist Len H t Dist Len H t 33 Bug Screen 0.76 34 Bug Screen 0.76 35 Bug Screen 0.76 36 Bug Screen 0.76 37 Bug Screen 0.76 38 Buq Screen 0.76 EneMyPro 5.1 by EnemySoft User Number: 6712 RunCode: 2012-04-20T10:33:51 ID: Page 9 of 31 • • • CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5 CF -1 R Project Name Dewey Residence Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1412012012 BUILDING ZONE INFORMATION System Name Zone Name Floor Area ft New Existina I Altered Removed Volume Year Built HVAC 1 Master Bedroom 1,115 11,708 HVAC 2 Bedroom 2, 3 & Casita 1,030 10,300 HVAC 3 & 4 Living Zone 2,747 30,217 HVAC 5 2nd Floor 933 9,330 Totals 5,825 0T --o1 0 HVAC SYSTEMS System Name Oty. Heating Type Min. Elf. Cooling Type Min. Eff. Thermostat Type Status HVAC 1 1 Central Fumace 80% AFUE Split Air Conditioner 15.0 SEER Setback New HVAC 2 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New HVAC 3 & 4 2 Central Furnace 80% AFUE Split Air Conditioner 15.0 SEER Setback New HVAC 5 1 Central Furnace 80% AFUE Split Air Conditioner 15.0 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 4.2 m New HVAC 2 Ducted Ducted Attic, Ceiling Ins, vented 4.2 m New HVAC 3 & 4 Ducted Ducted Attic, Ceiling Ins, vented 4.2 D New HVAC 5 1 Ducted Ducted JAttic, Ceiling Ins, vented 8.01 New WATER HEATING SYSTEMS S stem Name a T e Distribution Rated Input Btuh Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status Bradford -White Corp. M-1- 1 Small Gas All Pipes Ins 40,000 48 0.63 n/a n/a New MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length (ft)o m n a System Name Pipe Length Pipe Diameter Insul. Thick. Qty. HP Plenum Outside Buried ❑ EnergyPro 5.1 by EnerqySoft User Number: 6712 RunCode: 2012-04-20T10:33:51 ID: Page 10 of 31 • • 1� MANDATORY MEASURES SUMMARY: Residential (Page 1 of 3 MF -1 R Project Name Dewey Residence Date 4/20/2012 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 10-1111(a). 117: Exterior doors and windows are weather-stripped; all joints and penetrations 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(1) when the installation of a Cool Roof is specified on the CF -1 R Form. *§1 50 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 LI -factor. *§1 50 d : Minimum R-13 insulation in raised wood -frame floor orequivalent LI -factor. 150(f): Air retarding wrap is tested labeled and installed according to ASTM E1677-95 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 1 A: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)1 B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped 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 ACCA. §150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §1500)1 A: 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 recirculatina 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. §150(j)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. 150(0)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(j)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2012-0420710:33:51 ID: Page 11 of 31 C � 1� MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF -1 R Project Name Date Dewey Residence 1412012012 §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 1 81 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 porousinner 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 li ht. §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 ftx 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 EnergySoft User Number.' 6712 RunCode: 2012-04-20T10:33:51 ID: Page 12 of 31 • • MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF -1 R Project Name I Date Dewey Residence 4/20/2012 §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)11: 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)12: 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 housingand ceiling. §150(k)13: 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 Exceptions 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)15: 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 EnergySoft User Number: 6712 RunCode: 2012-0420710:33:51 ID: Page 13 of 31 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Dewey Residence Date 4/20/2012 System Name HVAC 1 Floor Area 1,115 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 586 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 89,000 10,699 1,050 315 14,250 Total Output Btuh 89,000 0 Output Btuh/s ft 79.8 731 772 Cooling System 0 0 Output per System 55,500 0 0 0 0 Total Output Btuh 55,500 2,978 731 1 15,140 1,050 -2,978 Total Output ons 4.6 772 Total Output Btuh/s ft 49.8 Total Output s ft/Ton 241.1 12,816 Air System CFM per System 2,000 HVAC EQUIPMENT SELECTION Airflow cfm 2,000 Carrier 24HCB660 / 58CVX110 40,979 7,866 89,000 Airflow (cfm/sqfti 1.79 Airflow cfm/Ton 432.4 •Note: Outside Air°/, 0.0% Total Adjusted System Output 1 40,9791 (Adjusted for Peak Design conditions) I TIME OF SYSTEM PEAK 7,866 Aug 3 PM 89,000 Jan 1 AM Outside Air cfm/s ft 0.00 values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF Outside Air 0 cfm Ar 70 of 70 OF 111 OF 113 "F Heating Coil Supply Fan 112 OF 2,000 cfm ROOM 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak • 113/78°F Outside Air Ar 0 cfm 78/65°F 78/65°F 59/58°F 61 /59°F Cooling Coil Supply Fan 61 / 59 OF 2,000 cfm _ __. ...._ 49.0% ROOM 78/65°F EnergyPro 5.1 by EnergySoft User Number.- 6712 RunCode: 2012-0420710:33:51 ID: Page 14 of 31 C� i • C HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Dewey Residence Date 4/20/2012 System Name HVAC 2 Floor Area 1,030 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 606 Return Vented Lighting Return Air Ducts Return Fan Ventilation o Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent I CFM Sensible Output perSystem 89,000 11,785 1,385 259 14,531 Total Output Stuh 89,000 0 Output Btuh/s ft 86.4 805 787 Cooling System o 0 Output perSystem 46,000 0 0 0 0 Total Output Btuh 46,000 2,480 805 1 15,876 1,385 -2,480 Total Output ons 3.8 787 Total Output Btuh/s ft 44.7 Total Output s ft/Ton 268.7 1 13,625 Air System CFM perSystem 1,600 HVAC EQUIPMENT SELECTION Airflow cfm 1,600 Carrier 24HCB648 / 58CVX090 35,195 4,901 89,000 1 89,000 Jan 1 AM Airflow cfm/s ft 1.55 Airflow cfm/Ton 417.4 Outside Air % 0.0% Total Adjusted System Output 1 35,1951 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 4,901 Aug 3 PM Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF Outside Air 0 cfm 70 of 70 OF 122 OF 123 OF S 0 1 1 1 Heating Coil Supply Fan 123 OF 1,600 cfm ROOM 4 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 113/78°F Outside Air 0 cfm 78/64°F 78/64°F 58/57°F 59/57°F f Cooling Coil Supply Fan 60 / 57 OF 1,600 cfm .... ............ _. _.... __ 46.9% Roots 78/64°F EnergyPro 5.1 by EnergySoR User Number: 6712 RunCode: 2012-04-20710:33:51 ID: Page 15 of 31 • • HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Dewey Residence Date 4/20/2012 System Name HVAC 3 & 4 Floor Area 2,747 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 2 COIL CFM Total Room Loads 1,654 Return Vented Lighting Return Air Ducts Return Fan Ventilation r 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output perSystem 89,000 29,720 2,494 880 39,533 Total Output Btuh 178,000 0 Output Btuh/s ft 64.8 2,031 2,141 Cooling System 0 0 Output perSystem 55,500 0 0 0 0 Total Output Btuh 111,000 5,956 2,031 39,738 2,494 -5,956 Total Output ons 9.3 2,141 Total Output Btuh/s ft 40.4 Total Output s ft/Ton 297.0 37,859 Air System CFM perSystem 2,000 HVAC EQUIPMENT SELECTION Airflow cfm 4,000 Carrier 24HCB660 / 58CVX110 81,872 Total Adjusted System Output 1 81,672 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 16,069 178,000 16,069 1 178,000 Aug 3 PM I Jan 1 AM Airflow cfm/s ft 1.46 Airflow cfm/Ton 432.4 Outside Air°/, 0.0% Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF Outside Air 0 cfm 69 OF 69 OF 111 OF 112 OF Heating Coil Supply Fan 112 OF 4,000 cfm ROOM 70 OF 4 J COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 113/78°F Outside Air Ar 0 cfm 78 / 65 OF 78/65°F 59/58°F 61/59°F Cooling Coil Supply Fan 61 / 59 OF 4,000 cfm 49.4% ROOM 78/ 65 OF EnergyPro5.1 by EnergySoft User Number. 6712 RunCode: 2012-0420710:33:51 /D: Page 16 of 31 C • C HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Dewey Residence Date 4/20/2012 System Name HVAC 5 Floor Area 933 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 550 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output perSystem 89,000 10,969 911 199 11,271 Total Output Btuh 89,000 0 Output Btuh/s ft 95.4 517 430 Cooling System 01 0 Output perSystem 46,000 0 0 0 0 Total Output Btuh 46,000 2,480 1 517 14,483 911 -2,480 Total Output ons 3.8 430 Total Output Btuh/s ft 49.3 Total Output s ft/Ton 243.4 1 9,651 Air System CFM perSystem 1,600 HVAC EQUIPMENT SELECTION Airflow cfm 1,600 Carrier 24HCB648 / 58CVX090 35,451 4,434 89,000 Airflow cfm/s ft 1.71 1 89,000 Jan 1 AM Airflow cfm/Ton 417.4 Outside Air % 0.0% Total Adjusted System Output 1 35,4511 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 4,434 Aug 3 PM Outside Air cfm/s ft 0.00 Note: values above iven at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF Outside Air 0 cfm 70 OF 70 OF 122 OF 123 OF Heating Coil Supply Fan 123 OF 1,600 cfm ROOM - 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 113/78°F Outside Air A r 0 cfm 78 / 64 OF 78/64°F 58!56°F 59/57°F ®R • 2 Cooling Coil Supply Fan 59 ! 57 OF 1,600 cfm _.._._..._............... . 46.0% ROOM 78 ! 64 OF EnergyPro 5.1 by EnergySoR User Number: 6712 Runcode: 2012-0420710:33:51 ID: Page 17 of 31 •. ROOM LOAD SUMMARY Project Name Date Dewey Residence 4/20/2012 System Name Floor Area HVAC 1 1,115 UMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name I Room Name I M+,It-C1 M Sensible Latent CFM Sensible Latent CFM Sensible Master Bedroom Master Bedroom 586 10,699 1,050 586 10,699 1,050 3151 14,250 PAGE TOTAL TOTAL* 586 10,699 1,050 315 14,250 5861 10,699 1,050 315 14,250 * Total includes ventilation load for zonal systems. EnergyPro 5.1 by EnemySoft User Number.- 6712 RunCode: 2012-0420710:33:51 ID: Pae 18 of 31 • Cl ROOM LOAD SUMMARY Project Name Date Dewey Residence 4/20/2012 System Name Floor Area HVAC 2 1,030 ROOM LOAD SUMMARY Zone Name I Room Name I Mult. I CFM I Sensible I Latent I CFM I Sensible I Latent I CFM I Sensible Bedroom 2, 3 & Casita Bedroom 2, 3 & Casita 1 606 11,785 1,385 606 11,785 1,385 259 14,531 PAGE TOTAL 606 11,7851 1,3851 2591 14,531 • TOTAL" 606 11,785 1,385 259 14,531 ' Total includes ventilation load for zonal systems. • • • ROOM LOAD SUMMARY Project Name Date Dewev Residence 4/20/2012 HVAC 3 & 4 1 2,747 ROOM LOAD SUMMARY ROOM COOLINN2Z4 COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. CFM SensibleCFM Sensible Latent CFM Sensible Living Zone Living Zone 1 1,6541 29, 720 1,6541 29,7201 2, 494 8801 39,533 ;s ventilation load for zonal 1 by EnergySoR User Ni PAGE TOTAL TOTAL* 1,6541 29,7201 2,4941 880 39,533 1,6541 29,7201 2,4941 8801 39, 533 r� ROOM LOAD SUMMARY Project Name Date Dewev Residence 4/20/2012 HVAC 5 1 933 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name I Room Name I Mult. I CFM I Sensible I Latent CFM I Sensible Latent CFM I Sensible 2nd Floor 12nd Floor 1 1 1 5501 10,9691 911 5501 10,9691 911 1991 11,271 PAGE TOTAL 550 10,969 911 199 11,271 TOTAL ` 550 10,969 911 199 11,271 'Total includes ventilation load for zonal systems. • .J • ROOM HEATING PEAK LOADS Project Name Dewey Residence Date 4/20/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Master Bedroom Floor Area 1,115.0 ft2 Indoor Dry Bulb Temperature 70 OF Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 26 OF Conduction Area 1,115.0 X 1,082.0 X 170.0 X perm = 97.0 X X U -Value 0.0250 X 0.0690 X 0.3900 X 0.7300 X X X X X X X X X X X X X X X X X X X X X X X X X X X X another room 10.50 X 0.403 Height ACH AT *F Btu/hr 44 = 1,227 44 = 3,285 44 = 2,917 44 = 3,116 = = = = = = = = = = = = = = = = = = = = = = = = = = Page Total 10,544 /60] X 44 = E77i706 AT R-38 Roof Attic R-21 Wall Architectural Traditions Windows Slab -On -Grade X X X X X X X X X X X X X X X X X X X X X X X X X X through an interior surface to X 1,115 X Area Ceiling Items shown with an asterisk (') denote conduction Infiltration:[ 1.00 X 1.070 Schedule Air Sensible Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 14,250 Energ Pro 5.1 by Energ Soft User Number: 6712 RunCode: 2012-04-20T10:33:51 ID: Page 22 of 31 • • • ROOM HEATING PEAK LOADS Project Name Dewey Residence Date 4/20/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Bedroom 2, 3 & Casita Floor Area 1,030.0 ft2 Indoor Dry Bulb Temperature 70 OF Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 26 OF Conduction Area R-38 Roof Attic 1,030.0 R-21 Wall 1,152.5 Architectural Traditions Windows 156.5 Slab -On -Grade perim = 118.0 Items shown with an asterisk (') denote conduction through an interior surface Infiltration:[ 1.00 x 1.070 X 1,030 X Schedule Air Sensible Area Fraction X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X to Ceiling U -Value X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X AT OF Btu/hr 44 = 1,133 44 = 3,499 44 = 2,686 44 = 3,790 = = = = = = = = = = = = = = = = = = = = = = = = = = = Page Total 11,108 /60] X 44 = 3,424 AT 0.0250 0.0690 0.3900 0.7300 another room 10.00 X 0.424 Height ACH TOTAL HOURLY HEAT LOSS FOR ROOM 14,531 EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2012-04-20T10:33:51 ID: Page 23 of31 • • • ROOM HEATING PEAK LOADS Project Name Dewey Residence Date 4/20/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Living Zone Floor Area 2,747.0 ft' Indoor Dry Bulb Temperature 70 OF Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 26 OF Conduction Area R-38 Roof Attic 1,945.0 X R-21 Wall Z387.7 X Architectural Traditions Windows 568.0 X Wood Door 60.3 X Slab -On -Grade perim = 231.0 X X X X X X X X X X X X X X X X X X X X X X X X X X X Items shown with an asterisk (') denote conduction through an interior surface to Infiltration:[ 1.00 X 1.070 X 2,747 X Schedule Air Sensible Area Ceiling Fraction U -Value AT OF X 44 X 44 X 44 X 44 X 44 X X X X X X X X X X X X X X X X X X X X X X X X X X Page Total /60] X AT Btu/hr = 2,140 = 7,249 = 9,747 = 3,847 = 7,420 = = = = = = = = = = = = = = = = = = = = = = = = = = 30,402 44 = 9,131 0.0250 0.0690 0.3900 1.4500 0.7300 another room 11.00 X 0.385 Height ACH TOTAL HOURLY HEAT LOSS FOR ROOM 39,533 EnergyPro 5.1 by Energ Soft User Number: 6712 RunCode: 2012-04-20710:33:51 ID: Page 24 of 31 • 0 • ROOM HEATING PEAK LOADS Project Name Dewey Residence Date 4/20/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name 2nd Floor Floor Area 933.0 ft2 Indoor D Bulb Temperature 70 OF Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 26 OF Conduction Area U -Value 933.0 X 0.0250 1,237.0 X 0.0690 185.0 X 0.3900 131.0 X 0.0370 X X X X X X X X X X X X X X X X X X X X X X X X X X X through an interior surface to another room X 933 X 10.00 X 0.424 Area Ceiling Height ACH AT OF X 44 X 44 X 44 X 44 Btu/hr = 1,026 = 3,756 = 3,175 = 213 = = = = = = = = = = = = = = = = = = = = = = = = = = = 8.170 44 = 3,101 R-38 Roof Attic R-21 Wall Architectural Traditions Windows R-19 Floor No Craw/space X X X X X X X X X X X X X X X X X X X X X X X X X X X Page Total /60] X AT Items shown with an asterisk (') denote conduction Infiltration:[ 1.00 X 1.070 Schedule Air Sensible Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 11,271 Energ Pro 5.1 by Energ Soft User Number: 6712 RunCode: 2012-04-20T10:33:51 ID: Page 25 of 31 f , r LJ • RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Dewey Residence 1 4/20/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Master Bedroom Outdoor Dry Bulb Temperature 113 OF Floor Area 1,115.0 ft' Outdoor Wet Bulb Temperature 78 OF Indoor D Bulb Temperature 78 OF I Outdoor Daily Range: 33 OF Opaque Surfaces Orientation Area U -Factor CLTD' Btu/hr R-38 Roof Attic (N) 1,115.0 X 0.0250 X 56.0 = 1,561 R-21 Wall (N) 213.0 X 0.0690 X 23.0 = 338 R-21 Wall (E) 243.0 X 0.0690 X 33.0 = 553 R-21 Wall (S) 313.0 X 0.0690 X 26.0 = 562 R-21 Wall (W) 313.0 X 0.0690 X 33.0 = 713 X X = X X = X X = X X = Page Total 3, 727 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr 1 (N) 0.0 X 17.5 + 80.0 X 17.5 = 1,400 2 (N) 0.0 X 17.5 + 20.0 X 17.5 = 350 3 (E) 0.0 X 17.5 + 12.5 X 32.9 = 412 4 (E) 0.0 X 17.5 + 12.5 X 32.9 = 412 5 (E) 0.0 X 17.5 + 10.0 X 32.9 = 329 6 (E) 0.0 X 17.5 + 25.0 X 32.9 = 823 7 (E) 0.0 X 17.5 + 10.0 X 32.9 = 329 X + X = X +1 X = Page Total 4,056 Internal Gain Btu/hr Occupants 1.0 Occupants X 230 Btuh/occ. = 230 Equipment 0.0 Dwelling Unit X 1,600 Btu = 0 Infiltration: 1.070 X 1.18 X 61.01 X 35 = 2,687 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 10,699 Latent Gain Btu/hr Occupants 1.0 Occupants X 200 Btuh/occ. = 200 Infiltration: 4.798 X 1.18 X 61.01 X 0.00247 = 850 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,050 EnemvPro 5.1 by EnemySoft User Number: 6712 RunCode: 2012-04-20710:33:51 ID: Page 26 of 31 • • I RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Dewey Residence 1 4/20/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Bedroom 2, 3 & Casita Outdoor Dry Bulb Temperature 113 OF Floor Area 1,030.0 ft' Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Dailv Ranae: 33 OF ODaoue Surfaces R-38 Roof Attic R-21 Wall R-21 Wall R-21 Wall R-21 Wall Orientation (E) Area X X X X X X X X X U -Factor X X X X X X X X X CI -TD' = = = = = = = = = 1,030.0 0.0250 56.0 60.0 0.0690 23.0 452.5 0.0690 33.0 250.0 0.0690 26.0 390.0 0.0690 33.0 17.5 25.0 32.9 0.0 17.5 4.0 17.6 0.0 17.5 25.0 17.6 0.0 17.5 24.0 Page Total Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded I 1:PnP4tratinn 8 9 10 11 12 13 14 15 16 (S) (tM Area X X X X X X X X X GLF + + + + + + + + + Area X X X X X X X X X GLF = = = = = = = = -- 0.0 17.5 12.5 32.9 0.0 17.5 12.5 32.9 0.0 17.5 7.5 32.9 0.0 17.5 25.0 32.9 0.0 17.5 4.0 17.6 0.0 17.5 25.0 17.6 0.0 17.5 24.0 32.9 0.0 17.5 6.0 32.9 0.0 17.5 40.0 32.9 Page Page Total Btu/hr 1,442 95 1,030 449 1 4121 70 439 791 198 1,318 4,7091 Internal Gain Btu/hr 690 Occupants 3.0 Occupants X 230 Btuh/occ. = Equipment 0.0 Dwelling Unit X 1, 6001 Btu = 0 Infiltration: 1.070 X 1.18 X 56.36 X 35 = 2,482 Air Sensible CFM ELA AT I TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 11,7851 Latent Gain Btu/hr 600 Occupants 3.0 Occupants X 200 Btuh/occ. = Infiltration: 4,798 X 1.18 X 56.36 X 0.00247 = 785 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,3851 . ,r , • • RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Dewey Residence 1 4/20/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Living Zone Outdoor Dry Bulb Temperature 113 OF Floor Area 2,74 7. 0 ft' Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF Outdoor Dailv Ranqe: 33 OF Opaque Surfaces R-38 Roof Attic R-21 Wall R-21 Wall R-21 Wall Wood Door R-21 Wall Area X X X X X X X X X U -Factor X X X X X X X X X CLTD' = = = = = = = = = 1,945.0 0.0250 56.0 550.0 0.0690 23.0 696.0 0.0690 33.0 665.7 0.0690 26.0 60.3 1.4500 26.0 476.0 0.0690 33.0 0.0 17.5 90.0 17.6 0.0 17.5 25.0 17.6 0.0 17.5 20.0 Page Total Items shown with an asterisk (•) denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded I Fanactratinn 17 18 19 20 21 22 23 24 25 Orientation Btu/hr 2,723 873 1,585 1,194 2,2731 1,084 1 9,7321 Area X X X X X X X X X GLF + + + + + + + + + Area X X X X X X X X X GLF = = = = = = = = = 0.0 17.5 40.0 17.5 0.0 17.5 300.0 17.5 0.0 17.5 6.0 32.9 0.0 17.5 25.0 17.6 0.0 17.5 90.0 17.6 0.0 17.5 25.0 17.6 0.0 17.5 20.0 32.9 0.0 17.5 16.0 32.9 0.0 17.5 6.0 32.91 Page Total Btu/hr 700 198 439 1,581 439 659 527 198 1 9,9911 Internal Gain Btu/hr Occupants 2.0 Occupants X 230 Btuh/occ. = 460 Equipment 1.0 Dwelling Unit X 1,600 Btu Infiltration: 1.070 X 1.18 X 150.32 X 35 = 6,620 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 29,720 Latent Gain Btu/hr 20o Btuh/occ. 400 Occupants 2.0 Occupants X = Infiltration 4,798 X 1.18 X 150.32 X 0.00247 = 2,094 Air Sensible CFM ELA OW GAIN FOR ROOM V � i • • RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Dewey Residence 1 4/20/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name Living Zone Outdoor Dry Bulb Temperature 113 °F Floor Area 2,747.0 ft' Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OFI Outdoor Daily Range: 33 OF Opaque Surfaces Orientation Area U -Factor CLTD' Btu/hr X X = X X = X X = X X = X X = X X = X X = X X = X X = Page Total 0 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr 26 W 0.0 X 17.5 + 40.0 X 32.9 = 1,318 X + X = X + X = X + X = X + X = X + X = X + X = X + X = X +1 X = Page Total 1,318 Internal Gain Btu/hr Occupants 2.0 Occupants X 230 Btuh/occ. = 460 Equipment 1.0 Dwelling Unit X 1,600 Btu = 1,600 Infiltration: 1.070 X 1.18 X 150.32 X 35 = 6,620 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 29,720 Latent Gain Btu/hr Occupants 2.0 Occupants X 200 Btuh/occ. = 400 Infiltration: 4,798 X 1.18 X 150.32 X 0.00247 = 2,094 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2,494 EnerqyPm 5.1 by Ene Soft User Number: 6712 RunCode: 2012-04-20710:33:51 /D: Page 29 of 31 v a J 1 0 • RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Dewey Residence 1 4/20/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name 2nd Floor Outdoor Dry Bulb Temperature 113 OF Floor Area 933.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temaerature 78 OF Outdoor Dailv Ranae: 33 OF Opaque Surfaces R-38 Roof Attic R-21 Wall R-21 Wall R-21 Wall R-21 Wall R-19 Floor No CrawlsDace Orientation (N) I (S) I Area X X X X X X X X X U -Factor X X X X X X X X X CLTD' = = = = = = = = 933.0 0.0250 56.0 276.0 0.0690 23.0 343.0 0.0690 33.0 275.0 0.0690 26.0 343.0 0.0690 33.0 131.0 0.0370 19.0 0.0 17.5 24.0 17.6 0.0 17.5 25.0 17.6 L= 17.5 8.0 Page Total Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fanactratinn 27 28 29 30 31 32 33 34 35 I Internal Gain Orientatinn Area X X X X X X X X X GLF + + + + + + + + + Area X X X X X X X X X GLF = = = = = = = = = 0.0 17.5 48.0 17.5 0.0 17.5 10.0 32.9 0.0 17.5 10.0 32.9 0.0 17.5 24.0 32.9 0.0 17.5 24.0 17.6 0.0 17.5 25.0 17.6 0.0 17.5 8.0 32.9 0.0 17.5 8.0 32.9 0.0 17.5 6.0 32.91 Page Total Btu/hr 1,306 438 781 493 781 840 329 329 791 422 439 264 1.0 Occupants X 230 Btuh/occ. = 230 0.0 Dwelling Unit X 1,600 Btu = 0 Infiltration: 1.070 X 1.18 X 51.05 X 35 = Air Sensible CFM ELA AT I TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 10,9691 Latent Gain Btu/hr 200 Occupants 1.0 Occupants X 200 Btuh/occ. = Infiltration: 4,798 X 1.18 X 51.05 X 0.00247 = 711 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 911 1:1 • 0 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date Dewey Residence 1 4/20/2012 ROOM INFORMATION DESIGN CONDITIONS Room Name 2nd Floor Outdoor Dry Bulb Temperature 113 OF Floor Area 933.0 ft' Outdoor Wet Bulb Temperature 78 OF Indoor D Bulb Temperature 78 OF I Outdoor Daily Range: 33 OF Opaque Surfaces Orientation Area U -Factor CLTD' Btu/hr X X = X X = X X = X X = X X = X X = X X = X X = X X I= Page Total 0 Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr 36 0.0 X 17.5 + 6.0 X 32.9 = 198 37 (W) 0.0 X 17.5 + 8.0 X 32.9 = 264 38 (W) 0.0 X 17.5 + 8.0 X 32.9 = 264 X + X - X + X = X + X = X + X = X +X = X + X = Page Total 725 Internal Gain Btu/hr Occupants 1.0 Occupants X 230 Btuh/occ. = 230 Equipment 0.0 Dwelling Unit X 1,600 Btu = 0 Infiltration: 1.070 X 1.18 X 51.05 X 35 = 2,248 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 10,969 Latent Gain Btu/hr Occupants 1.0 Occupants X 200 Btuh/occ. = 200 Infiltration: 4,798 X 1.18 X 51.05 X 0.00247 = 711 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 911 EnercivPro 5.1 by EnerovSoft User Number: 6712 RunCode: 2012-04-20710:33:51 ID: Pacie 31 of 31 I® ,J ............. ........_............-.-......--..- .. :. �. ._...� 7' _ _. __.... -�_ ........_.... NFPA 13D EIRE SPRINKLER SYSTEMS GENE.RAL' NOTES 1. SCOPE OF WORK: DESIGN AND INSTALLATION OF AN AUTOMATIC FIRE SPRINKLER SYSTEM FOR SINGLE OR TWO FAMILY DWELLING 2. BUILDING INFORMATION: OCCUPANCY CLASSIFICATION RESIDENTIAL CONSTRUCTION TYPE R-1 BUILDING AREA 1585 CEILING: 1) SMOOTH, FLAT, HORIZONTAL, UNOBSTRUCTED 3. FIRE SPRINKLER DESIGN CRITERIA HEAD SPACING: SPECIFY: 20 FT. x 20 FT. WITH A FLOW OF 20 G.P.M. AT A PRESSURE OF 16.7 P.S.I. ATTACHED GARAGES SHALL BE PROTECTED WITH LISTED QUICK RESPONSE SPRINKLERS SPACED BASED ON SPECIFICATION. HEADS ARE NOT REQUIRED TO BE CALCULATED IF THE LINES ARE SUPPLIED BY THE LARGEST PIPING AVAILABLE IN THE SYSTEM. FIRE SPRINKLERS: - MANUFACTURER: RELIABLE MODEL: GLOBE GL4910 ORFICE SIZE 1/2" K -FACTOR 4.9 TEMP. 155 QTY. 33 SIN. GL4910 PIPING: (SPECIFY TYPE) UNDERGROUND SUPPLY PVC; RISER PIPING: 1" CPVC OVERHEAD CONCEALED PIPING: 1 "CPVC OR, AS NOTED OVERHEAD EXPOSED PIPING: NA 4. THE SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH N.F.P.A. #13D, CURRENT EDITION AND AMENDMENTS AS ADOPTED BY THE LOCAL JURIDICTION. 5. DESIGNER HAS PROVIDED ALL ARCHITECTURAL DETAILS SUCH AS SOFFITS, BEAMS, LINTELS AND POSSIBLE OBSTRUTIONS SUCH AS CEILING FANS OR FIXTURES AND ALL HEAT SOURCES WHICH MAY IMPACT THE SYSTEM DESIGN. SPRINKLERS: 6. ONLY NEW, LISTED FIRE SPRINKLERS SHALL BE INSTALLED IN THIS SYSTEM. 7. A MINIMUM OF THREE SPARE SPRINKLERS OF EACH TYPE AND TEMPERATURE RATING ALONG WITH A SPRINKLER WRENCH SHOULD BE LOCATED IN -A SPARE HEAD CABINET AT THE SYSTEM RISER OR OTHER APPROVED LOCATION. 8. THE ATTIC SHALL BE PROTECTED WITH A MINIMUM OF AT LEAST ONE INTERMEDIATE TEMPERATURE QUICK RESPONSE SPRINKLER. THE HEAD(S) SHALL BE LOCATED TO PROTECT PENETRATIONS INTO THE ATTIC SUCH AS ATTIC SCUTTLES, MECHANICAL EQUIPMENT LOCATED IN THE ATTIC, PENETRATING INTO THE ATTIC OR SHARING A COMMON ATMOSPHERE WITH THE ATTIC. THIS MAY ALSO APPLY TO LARGER CRAWL SPACES. PIPING AND EQUIPMENT: 9. ALL PIPING SHALL BE PROVIDED WITH HANGERS AND SHALL BE SUPPORTED PER CODE AND MANUFACTURER'S SPECIFICATIONS. 10. ALL CPVC PIPING SHALL BE INSTALLED BY PERSONS WHO HAVE BEEN CERTIFIED BY THE MANUFACURER FOR THE INSTALLATION OF CPVC PIPING. 11. ALL PRIMERS AND GLUES SHALL BE LISTED AND APPROVED FOR USE WITH CPVC PIPING IN SYSTEMS USING CPVC PIPE. 12. AT LEAST ONE WATER PRESSURE GAUGE SHALL BE INSTALLED ON THE RISER ASSEMBLY. 13. ONLY LISTED AND/ OR APPROVED DEVICES SHALL BE INSTALLED IN THIS SYSTEM. SHOULD SPRINKLERS OR DEVICES BE REQUESTED TO BE INSTALLED IN A MANNER WHICH IS NOT IN COMPLIANCE WITH THE MANUFACTURER'S SPECIFICATIONS, THE WET STAMP OF A REGISTERED PROFESSIONAL ENGINEER CERTIFYING COMPLIANCE WITH THE DESIGN CRITERIA AS SET FORTH BY N.F.P.A. 13D SHALL BE PLACED ON THE PLANS. iI T O 14. ALL VALVES SHALL HAVE PERMANENTLY AFFIXED SIGNS WHICH DESIGNATE THIER FUNCTION. Jl' � ;�` 15. NOTCHING, DRILLING OR OTHERWISE PENETRATING STRUCTURAL MEMBERS IS A METHOD OF COCEALING FIRE SPRINKLER PIPING. J f ��'` OF ---- �,,--�-�J FIRE AUTHORITY DOES NOT RECOMMEND THIS PRACTICE IN FIRE SPRINKLER INSTALLATION SHOULD THE DESIGNER WISH TO SPECIFY THE PENETRATION r. ANY STRUCTURAL MEMBERS, A STAMP FROM THE APPROPRIATE STRUCTURAL ENGINEER, CERTIFYING COMPLIANCE SHALL BE PLACED ON THE PLANS. ,,. �-----�'�-- J- I f - - 16. ELECTRICAL WIRING FOR ALARM BELL TO BE INSTALLED BY A LICENSED ELECTRICAL CONTRACTOR. !I � ::::'::.;::::' 17. THE WATER FLOW SWITCH SHALL BE CONNECTED TO THE SERVICE PANEL ON AN UNINTERRUPTABLE HOUSE CIRCUIT. J/ �..._.._ D AND LOCATED TO BE CLEARLY AUDIBLE IN ALL ROOMS OVER BACKROUND NOISE WITH ALL INTERVENING DOORS CLOSED. AT _ SIZE 18. BELLS/ALARMS SHALL BE . i - 4i I I LEAST ONE BELL ALARM SHALL BE LOCATED NEAR THE ADDRESS SIDE OR FRONT SIDE OF THE STRUCTURE, AND SHALL BE LISTED FOR EXTERIOR USE. AT LEAST �...::................... _.....................:...-----..-..< ...f... LOCATED INSIDE THE STRUCTURE AND MAY BE PLACED IN THE ATTIC. ;•.w,f f ._� ONE BELL/ALARM SHALL BE L H • 1 ° - - -- - N BE REMOTE FROM SYSTEM RISER. WHEN TEST VALVE IS NOT REMOTE, IT SHALL BE PLACED ON THE RISER, IT MAY .: r4• r� 19. THE INSPECTORS TEST VALVE SHOULD -5,_3, 0 .41 . 12 4" } :. .................................... i .:............. ......4 -: r j 1 m ; ,...._.....- _.---• € E - - { =1 BE COMBINED WITH THE MAIN DRAIN VALVE, PROVIDED IT IS DOWN STREAM OF THE FLOW SWITCH r ' 1 3 I .::.. 7Z - CALCULATIONS: ''J/j{ ! 20. A MINIMUM OF 5 GPM DOMESTIC DEMAND SHALL BE ADDED TO THE CALCULATIONS AT THE POINT OF CONNECTION TO THE COMMON SUPPLY PIPING. 10% a°,-. is ;_.. ., ... :...c y... 21 A SAFETY FACTOR FROM STATIC PRESSURE SHALL BE INCLUDE IN ALL CALCULATION 1°'-0• , -y r- 22. CALCULATIONS SHALL BE BASED ON CURRENT WATER SUPPLY TEST INFORMATION. - INSTALLATION DRAWINGS FOR REVIEW. FOUR HEAD ` `° 23. TWO HEAD HYDRALIC CALCULATIONS ARE REQUIRED TO BE SUBMITTED WITH INS L to . t .. :., m _ :�.en ..c7-. CALCULATIONS MAY BE REQUIRED ON LARGE OR COMPLEX SYSTEMS. ST FLOOR P LAN x: Fi R TESTING: 24. ONE SET OF SPRINKLER PLANS APPROVED BY THE FIRE AUTHORITY SHALL BE AT THE .JOB SITE AT ALL TIMES. ' (4 - -. 25. SYSTEM SHOULD BE HYDROSTATICALLY TESTED AT A MINIMUM OF STREET PRESSURE, IN ACCORDANCE WITH NEPA #13D. { 1 �.,:Ysa W s 1 -,N : �f! . � -� : - " 26. APPROVING FIRE AUTHORITY INSPECTION REQUIRED AT BOTH ROUGH AND FINAL .PRIOR TO OCCUPANCY BEING GRANTED <.^,:. ?-`....,.._....m...,,.,....., 3 ,fig` N PLEASE SCHEDULE ALL INSPECTIONS TWO DAYS. IN ADVANCE WITH THE FIRE PREVENTION OFFICE."D - _ i--- ----- - --- ----- --- ---- -- - --- - - --- -- •'` } 61w WALL Ak 5i r�N E zq$ JAuA:4TT < iTT7TTTTT7Tl71'iTITTTT'f7'f'1°� # . • ;s`, I V A l l V 1 I V \. "s is £ 1 .................. .......... // xt SEs, NO Vis., : z<: �s',. fix. (`c - a ti O SECOND FLOOR FLAN APPROVALS AND CONDITIONS bj z wxQ� Ld cn w w w I- Ld-J =�H 12 YCr H 0Cr- I- Z LLI 0 3: RE DEPARTMENT Z w w W APP VAL RIVE IDE C V) O Z 0 I 0 (n Q z l - BY: ! I- Q Ld Lj = �- JASO STUBBLE. FSS ? U =O DATE: CASE # .S=�1 ozW�O= THE FIRE E . APPROVAL FOR PLANS IS Z D Z - VALID FOR ONE YEAR -SUBJECT TO - O O G_ w COMPLIANCE WITH APPLICADLE CODES m V j m i Z J - ---- --- I ----� i HARDENED HEX HEAD SELF THREADING SCREW HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE 15 FURNISHED WITH THE HANGER AND 16 THE i HARDENED HEX HEAD SELF THREADING SCREW MINIMUM FASTENER SIZE ACCEPTABL MINIMUM FASTENER SIZE ACCEPTABLE IS FURNISHED WITH THE HANGER AND IS THE p MINIMUM FASTENER SIZE ACCEPTABL I , i %I I i CPVC DOUBLE FASTENER STRAP TYPE HANGER I NGLE FASTENER STRAP TYPE HANGER - - - - - - - -- - --- ------- - ---- --- - - - --- ��OQ� Z O II 1• MGM LOCATIM w = Z ZLL Z-j�� Q a • 7'10 <0 W i FLOW i Q~OW=�Uj COUNTY FIRE ON PLANNING 06u) 963r888 ��p~F-Ww DATE OF TEST: 2-1-12 ��GTRIC STATIC PSI: 84.0 PSI �; o � w ZLLILd <0� RESIDUAL PSI: APPIRMW WOOD OR MW L i NSF-F��= FIM IM DOOR I • ------- ------- _ 1200 GPM TOP VIEW I I �I !I j Q z o D o PITOT READING: NA I _ _1 CQ Z=OG_>Z �"V) LLI FLOW @ 20 PSI: NA 0 >-Qm�z z • f - -.. ...--,.-.3 {.....`.- .....3.,:. f. :, .... RN - ---------- - --- - �h►�/ �� WO<•EGTA!'O TAT - Ak 5i r�N E zq$ JAuA:4TT < iTT7TTTTT7Tl71'iTITTTT'f7'f'1°� # . • ;s`, I V A l l V 1 I V \. "s is £ 1 .................. .......... // xt SEs, NO Vis., : z<: �s',. fix. (`c - a ti O SECOND FLOOR FLAN APPROVALS AND CONDITIONS bj z wxQ� Ld cn w w w I- Ld-J =�H 12 YCr H 0Cr- I- Z LLI 0 3: RE DEPARTMENT Z w w W APP VAL RIVE IDE C V) O Z 0 I 0 (n Q z l - BY: ! I- Q Ld Lj = �- JASO STUBBLE. FSS ? U =O DATE: CASE # .S=�1 ozW�O= THE FIRE E . APPROVAL FOR PLANS IS Z D Z - VALID FOR ONE YEAR -SUBJECT TO - O O G_ w COMPLIANCE WITH APPLICADLE CODES m V j m i Z J - ---- --- I ----� i HARDENED HEX HEAD SELF THREADING SCREW HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE 15 FURNISHED WITH THE HANGER AND 16 THE i HARDENED HEX HEAD SELF THREADING SCREW MINIMUM FASTENER SIZE ACCEPTABL MINIMUM FASTENER SIZE ACCEPTABLE IS FURNISHED WITH THE HANGER AND IS THE p MINIMUM FASTENER SIZE ACCEPTABL I , i %I I i CPVC DOUBLE FASTENER STRAP TYPE HANGER I NGLE FASTENER STRAP TYPE HANGER - - - - - - - -- - --- ------- - ---- --- - - - --- ��OQ� Z O FLOW TE&T INFO RT f 01� w = Z ZLL Z-j�� Q a 7'10 <0 W FAMI Q~OW=�Uj COUNTY FIRE ON PLANNING 06u) 963r888 ��p~F-Ww DATE OF TEST: 2-1-12 zow= =z STATIC PSI: 84.0 PSI �; o � w ZLLILd <0� RESIDUAL PSI: 80.0 PSI NSF-F��= ILI0 LLw LLi O Q z cn F- FLOWI N GPM: 1200 GPM j Q z o D o PITOT READING: NA JOU~ w Q O Q H _ _1 CQ Z=OG_>Z �"V) LLI FLOW @ 20 PSI: NA 0 >-Qm�z z -- -------- - - - - - ------ ---- - --1 Z G_ Z O O G' O QOQLL_000 - ---------- - --- CPVC HANCsER CPVC SI ---- ------ i CPVC DOUBLE FASTENER STRAP TYPE HANGER C) -- I �F C-16 499210 7'10 , FAMI EMDE u i L,'T MDES COUNTY FIRE ON PLANNING 06u) 963r888 CN ra 1 Q i� ILI0 k I ui I _ _1 CQ u'B ti J C) ••11 �re. uj t - ' > Z -�®- z � t j 00 cr r 0 u1 : s _....I i ¢... r'7 N � � E- I -.1 0 > Q f� Co ;.. IL I I-oo an i 6) 1 E ,0I ..n 1 E C) �F C-16 499210 7'10 , FAMI EMDE u i L,'T MDES COUNTY FIRE ON PLANNING 06u) 963r888 CN ra 1 Q i� k I ui _ _1 CQ ti J C) ••11 �re. uj t ' > Z -�®- z � t j 00 cr r 0 Lu Y '1 s _....I i PROJECT NO.: GATE: 03/05/12 DRAWN BY: B, BAILLIE CHECKED BY: C. BROWN hTV R T .L/,VT?-h SLEET: I OF i iVED ".Y 2012 FAMI EMDE u i L,'T MDES COUNTY FIRE ON PLANNING 06u) 963r888 CN ra CD Q i� k ui _ _1 CQ C) uj Lu Q Lu Cg n. LLJ CL r'7 N � � E- -.1 0 Q f� Co PROJECT NO.: GATE: 03/05/12 DRAWN BY: B, BAILLIE CHECKED BY: C. BROWN hTV R T .L/,VT?-h SLEET: I OF i `* Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA. 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223°(951) 845-7743 Fax (951) 845-8863 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 February 24, 2012 Sunlite Development, Inc. P. O. Box 10668 Palm Desert, California 92255 Project: Custom Home 53-408 Via Palacio The Hideaway - Lot 236 La Quinta, California Subject: Soluble Sulfate Content Project No. 522-12029 12-02-051 As requested, we have sampled the surface soil on the subject lot to determine the soluble sulfate content as it relates to selecting appropriate concrete mix designs. Testing indicates that the site soil is generally considered non -corrosive with respect to concrete. The testing indicated a soluble sulfate content of 330 ppm (0.033 percent) that corresponds with the "negligible" exposure category in accordance with Table 3 of ACI 318-08 Chapter 9. In accordance with ACI 318-08, special sulfate related concrete mix designs are not required. If you have questions regarding this letter, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING Brett L. Anderson C-1, JL. ' J No. C 45389 m Principal Engineer °" Exp, 9.30 2012 Letter/gl LPT9JFOF C `Wo��Q R1ECE;IV]ED Copies: 4/Sunlite'Development, Inc. MAY 0 8 2012 BY: Sladden Engineering 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 45090 Golf Center Pkwy, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Date: February 27, 2012 Account No.: 544-12029 Customer: Sunlite Development Location:. The Hideaway, Lot 236, 53-408 Via Palacio, La Quinta Sulfate Series Analytical Report Soluble Sulfates Soluble Chloride per.CA 417 per CA 422 PPM ppm 330 80 Sulfate 544-12029 022712. Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 February 24, 2012 Sunlite Development, Inc. P. O. Box 10668 Palm Desert, California 92255 Project: Proposed Custom Residence 53-408 Via Palacio The Hideaway — Lot 236 La Quinta, California Subject: Geotechnical Update Project No. 544-12029 12-02-050 RECEIVED BY: MAR 13 2012 Ret: Geotechnical Engineering Report prepared by Earth Systems Southwest (ESS) dated April 11, 2001; File No. 08199-01, Report No. 04-04-718. Report of Testing and Observation During Rough Grading prepared by ESS dated August 28, 2002; File No. 07117-11, Report No. 01-07-718 Report of Testing and Observations During Rough Grading prepared by Sladden Engineering dated October 12, 2003; Project No. 544-2199 Report No. 03-10-647 As requested, we have reviewed the above referenced'geotechnical reports as they relate to the design and construction of the proposed custom residence. The project site is located at 53-408 Via Palacio (Lot 236) within the Hideaway Golf Club development in the City of La Quinta, California. It is our understanding that the proposed residence will be a relatively lightweight wood -frame structure supported by conventional shallow spread footings and concrete slabs on grade. The subject lot was previously graded during the rough grading of the Hideaway project site and was subsequently regraded. The rough grading included over -excavation of the native surface soil along with the placement of engineered fill soil to construct the building pads. The regrading included processing the surface soil along with minor cuts and fills to construct the individual building pads to the current configurations. Some additional over -excavation was performed in areas where the building envelopes were reconfigured. The most recent site grading is summarized in the referenced Report of Testing and Observations During Rough Grading prepared by Sladden Engineering along with the compaction test results. The referenced reports include recommendations pertaining to the construction of residential structure foundations. Based upon our review of the referenced reports, it is our opinion that the structural values included in the referenced grading report prepared by Sladden Engineering remain applicable for the design and construction of the proposed residential structure foundations. ��x February 24, 2012 -2- Project No. 544-12029 12-02-050 Because the lot has been previously rough graded, the remedial grading required at this time should be minimal provided that the building falls within the previously assumed building envelope. The building area should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed surface should be compacted to a minimum of 90 percent relative compaction is attained prior to fill placement. Any fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. The allowable bearing pressures recommended in the referenced grading report prepared by Sladden Engineering remain applicable for use in the design of the proposed residence. Conventional shallow spread footings should be bottomed into properly compacted engineered fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings should be designed utilizing allowable bearing pressures of 1500 psf and 2000 psf, respectively. Allowable increases of 300 psf for each additional 1 foot of width and 300 psf for each additional 6 inches of depth may be utilized if desired. The maximum allowable bearing pressure should be 3000 psf. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading. Lateral forces may be resisted by friction along the base of the foundations and passive resistance along the sides of the footings. A friction coefficient of 0.50 times the normal dead load forces is recommended for use in design. Passive resistance may be estimated using an equivalent fluid weight of 300 pcf. If used in combination with the passive resistance, the frictional resistance should be reduced by one third to 0.33 times the normal dead load forces. The bearing soil is non -expansive and falls within the "very low" expansion category in accordance with 2010 California Building Code (CBC) classification criteria. Slab thickness and reinforcement should be determined by the structural engineer, we recommend a minimum floor slab thickness of 4.0 inches. All slab reinforcement should be supported on concrete chairs to ensure that reinforcement is placed at slab mid -height. Slabs with moisture sensitive surfaces should be underlain with a moisture vapor retarder consisting of 10 -mil Visqueen, or equivalent. All laps within the membrane should be sealed and at least 2 inches of clean sand should be placed over the membrane to promote uniform curing of the concrete. To reduce the potential for punctures, the membrane should be placed on a pad surface that has been graded smooth without any sharp protrusions. If a smooth surface can not be achieved by grading, consideration should be given to placing a 1 -inch thick leveling course of sand across the pad surface prior to placement of the membrane. Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is So, generally described as stiff soil. The following presents additional coefficients and factors relevant to seismic mitigation for new construction based upon the 2010 California Building Code (CBC). Sladden Engineering February 24, 2012 -3- Project No. 544-12029 12-02-050 The seismic design category for a structure may be determined in accordance with Section 1613 of the 2010 CBC or ASCE7. According to the 2010 CBC, Site Class D may be used to estimate design seismic loading for the proposed structures. The period of the structures should be less than 1/2 second. This assumption should be verified by the project structural engineer. The 2010 CBC Seismic Design Parameters are summarized below. Occupancy Category (Table 1604.5): II Site Class (Table 1613.5.2): D Ss (Figure 1613.5.1): 1.508 S1(Figure 1613.5.1): 0.60g Fa (Table 1613.5.3(1)): 1.0 Fv (Table 1613.5.3(2)):1.5 Sms (Equation 16-36 (Fa X Ssl):1.50g Sm1 (Equation 16-37 (Fv X S11): 0.908 SDs (Equation 16-38 12/3 X Sms)): 1.00g SD1(Equation 16-39 (2/3 X Smil): 0.60g Seismic Design Category D If you have questions regarding this letter or the referenced reports, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING Brett L. Anderson Principal Engineer {xP• g 3p 20i2} SER/gl Copies: 4/ Sunlite Development, Inc. Sladden Engineering Page: 1 ofs., y^ E S I / F M E Inc. Dater 4/16/2012 STRUCTURAL ENGINEERS Job #: C.3 7 2 Client: Sunlite Development Project Name: " Dewey Residence @ The Hideaway - Lot 236 " Plan #: La Quinta, California PROJECT: Dewey Residence @ The Hideaway - Lot 236 " DATE April 16, 2012. Sunlite Development PROJECT NO. C 3 7 2 La Quinta, California. File No. PlanCk01.xls Architect : STRACTS, INC. PLAN CHECK BY: John W. Thompson, P.E. Plan Check No.: 12-223 Tel: (760) 834-8860 Plan Check Dated: 04/04/2012 Fax (760) 834-8861 h of 1st. PLAN CHECK STRUCTURAL CORRECTIONS. ITEM REPLY [ne ITY OF LA QUINTA 1 Report to be provided by Architect or Developer.. UILDING & SAFETY DEPT. ' 2 See revised calcs on BM#7. See revised framing plan for ch APr— ROVED FOR CONSTRUCTION 3 Refer to the following sheets for BM#18 with Omega factorSW#2.5 ! 2� BY 4 Refer to BM#44 and #45 in, revised calcs for deck Joist anal lgt6yLes!�t_ See following sheets for I -Joist analysis over Garage and Nook Area. 4a-Z.2=j 5 4' shear wall has been removed from calcs. See revised calcs for revision to SW#29. 6 SW#45: See revised foundation plan for holdown and anchor bolts for SW#45: 7 3x sill plates are not required on the 2nd floor, therefore 16d nails are adequate. 8 Guardrail at Decks are spanning from wall to wall or from column base to column base. Refer to Detai A1/SD2 for guardrail connection at guardrail'in hallway next to stairs. See following sheet for analysis. 9 See revised framing plan for beam sizes at trellis. Beam to column connection as been called out on framing plan. Trellis members are to be pocketed in the wall. This as been noted on the plans. 10 Detail Z1 and AA on Sheet SD2 are called out at MBR and Great Rm. RFCIvZ 11 Roof trusses are to be submitted with this plan check response. 12 See.Roof truss calcs with our shop drawing stamp on Roof truss calcs. MAY O 8 2012 13 Refer to redline set for ESI/FME response in green. 14 See revised calcs and structural plans for EOR signature. BY: ES I/F R ESS/0y� Strcuct iWr$!/,p� BY oQ� 0o Copies to: m C �� n Anton Marinkovich STRACTS, INC. 51555 Desert Club Drive, Suite 300 La Quinta, CA. 92253 3 q P' (760) 771-1800 F (760) 771-1880 �- _anny Ma MAY 0 3 20112 Anton(d,)stracts.com DEWEY RESIDENCE @ THE HIDEAWAY Title: DEWEY RESIDENCE @ THE HIDEAWAY Job # C372 LOT 236 Engineer: t� r� Project Desc.: I -v4 Project Notes I' Painted: Q APP. 2G12. 2:17PNi i Wood BeamFile: e:IFILES1C3721Excel Filesl072.ec6 ENERCALC, INC. 1983-2011, Build:6.12.01.12, Ver.6.11.11.30 Description : BM#18: Flush Beam @ Rear,of Kdwith Omega factorfrom SW#2 Material Properties Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-05 Analysis Method: Allowable Stress Desig.n Fb - Tension ' 2,900.0 psi E: Modulus of Elasticity Load Combination 2006 IBC & ASCE 7-05 Fb - Compr 2 900.0 psi Ebend- xx 2 000 Ok-i Wood Species : iLevel Truss Joist Wood Grade : Parallam PSL 2.0E Beam Bracing Completely Unbraced D(1.12) Lr(0.8) D(4.'87) Lrg(8q) L(1.628) D(0.56) Lr(0.24) • v v • v Fc - Prll 2,900.0 psi Eminbend - xx 1, 016.54 ksi Fc - Perp 750.0 psi Fv 290.0 psi Ft 2,025.0 psi Density 32.210pcf D(0.35) L(0.47) • v • v e 7x16 = Span = 18.50 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for .Span Number 1 Uniform Load : D = 0.560, Lr = 0.240 k/ft, Extent = 0.0 -> 5.0 ft, Tributary Width =1.0 ft Uniform Load : D = 0.350, L = 0.470 k/ft, Extent =13.50 -» 18.50 ft, Tributary Width = 1.0 ft Point Load : D = 4.870, Lr = 0.8530, L = 1.628 k (c� 5.0 ft Point Load : D = 1.120, Lr = 0.80 k on• 0.0 ft Point Load : E = 5.50 k (a), 5.0 ft, (Omega Load from SW#2) DESIGN SUMMARY M� a„ IML Bending Stress Ratio = 0.630 1 Maximum Shear Stress Ratio = 0.459 : 1 Section used for this span 7x16 Section used for this span 7x16 fb : Actual - = 1,809.12psi fv': Actual = 133.05 psi FB: Allowable = 2,870.48 psi Fv: Allowable = 290.00 psi Load Combination +D-t0.750Lr+0.750L+0.5250E+H Location of maximum on span = 4.995 Load Combination +D+0.750Lr+0.750L+0.5250E+H Span # where maximum occurs = ft Span # 1 Location of maximum ori span Span # where maximum occurs - 0.000 ft = Span # 1 Maximum Deflection 1.000 1.000 1.000 Max Downward L+Lr+S Deflection 0.154 in Ratio= 1444 +D+Lr+H Max Upward L+Lr+S Deflection 0.000 in Ratio= 0 <360 290.00 Max Downward Total Deflection 0.569 in Ratio= 390 1.000 Max Upward Total Deflection 0.000 in Ratio= 0 <360 0.423 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V C d C FIV C r C m C t +D Moment Values C L M fb I Fb Length - 18.50 ft 1 0.348 0.263 1.000 1.000 1.000 1.000 1.000 0.990 +D+L+H 0.00 0.00 0.00 7.19 1.000 1.000 1.000 1.000 0.990 Length = 18.50 ft 1 0.454 0.332 1.000 1.000 1.000 1.000 1.000 0.990 +D+Lr+H 0.00 6.82 91.27 290.00 1.000 1.000 1.000 1.000 0.990 Length = 18.50 ft 1 0.423 0.325 1.000 1.000 1.000 1.000 1.000 0.990 +D+0.750Lr+0.750L+H 1.000 1.000 1.000 1.000 0.990 - Length = 18.50 ft , 1 0.483 0.361 1.000 1.000 1.000 1.000 1.000 0.990 +D+0.750L+0.750S+H 1.000 1.000 1.000 1.000 0.990 Length = 18.50 ft I 0.427 0.315 1.000 1.000 1.000 1.000 1.000 0.990 24.89 32.41 30.19 34.50 30.53 0.00 999.94 2870.48 0.00 1,302.09 2870.48 0.00 1,212.85 2870.48 0.00 1,386.24 2870.48 0.00 1,226.56 2870.48 Shear Values V fv Fv 0.00 0.00 0.00 5.69 76.15 290.00 0.00 0.00 0.00 7.19 96.32 290.00 0.00 . 0.00 0.00 7.04 94.23 290.00 0.00 0.00 0.00 7.83 104.83 290.00 0.00 0.00 0.00 6.82 91.27 290.00 DEWEY RESIDENCE @ THE HIDEAWAY LOT 236 02. Wood Beare Description : 8M#1 8: Flush Beam @ Rear of Kit with Omega factor from SW#2 Title: DEWEY RESIDENCE @ THE HIDEAWAY Job # C372 3 Engineer: Project Desc.: Project Notes : Nnled: 13 APP. 2012, 2:17.1361 File: e: IFILES0721Excel Fileskc372.ec6 ENERCALC, INC. 1983-2011, Build:6.12.01.12, Ver:6.11.11.30 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V C d C F/V C r , Cm C t C L M fb Fb V fv Fv .+D+0.70E+H 1.000 1.000 1.000 1.000 0.990 0.00 0.00: 0.00 0.00 . Length = 18.50 It 1 0.545 0.392 1:000 1.000 1.000 1.000 1.000 0.990 38.92 1,563.78 2870.48 8.50 113.78 290.00 +D+0.750Lr+0.750L+0.750W+H 1.000 1.000 1.000 1.000 0.990 0.00 0.00 0.00 0.00 Length = 18.50 It 1 0.483 0.361 1.000 1.000 1.000 1.000 1.000 0.990- 34.50 1,386.24 2870.48 7.83 104.83 290.00 +D+0.750L+0.750S+0.750W+H 1.000 1.000 1.000 1.000 0.990 0.00 0.00 0.00 0.00 Length = 18.50 It 1 0.427 0.315 1.000 1.000 1.000 1.000 1.000 0.990 30.53 1,226.56 2870.48 6.82 91.27 290.00 +D+0.750Lr+0.750L+0.5250E+H . 1.000 1.000 1.000 1.000 0.990 0.00 .0.00 .0.00 0.00 Length = 18.50 ft 1 0.630 0.459 1.000 1.000 1.000 1.000 1.000 0.990 45.03 1,809.12 2870.48 9.93 133.05 290.00 +D+0.750L+0.750S+0.5250E+H 1.000 1.000 1.000 1.000 0.990 0.00 0.00 0.00 0.00 Length = 18.50 ft 1 .0.575 0.412 1.000 1.000 1.000 1.000 1.000 0.990 41.05 .1,649.43 2870.48 8.92 119.49 290.00 +0.60D+0.70E+H 1.000 1.000 1.000 1.000 0.990 0.00 0.00 0.00 0.00 Length = 18.50 ft 1 0.405 0.287 1.000 1.000 1.000 1.000 1.000 0.990 28.97 1,163.80 2870.48 6.22 83.32 290.00 Overall Maximum Deflections - Unfactored Loads o Load Combination Span Max. "" Deft Location in Span Load Combination Max. "+" Defl Location in Span D+L+E 1 0.5688 8.510 0.0000 0.000 Vertical Reactions - Unfa_ ctored Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 - Overall MAXimum 14.037 7.399 D Only 7.564 .3.440 L Only 1.506 2.472 Lr Only 2.460 _ 0.393 L+Lr 3.966 2.865 E Only 4.014 1.486 D+Lr 10.024 3.833 D+L 9.069 5.912 D+L+I_r 11.529 6.305 D+E 11.577 4.926 D+L+E 13.083 7.399 D+Lr+E 14.037 5.319 r . - - Forte- '� software #ct MEMBER REPORT Level, Floor. Joist 1 piece(s) 16" THO 360 @ 16" ®C T -j-,S7-ova ajqzro jF, Overall Length: 17'10 1/2" 5' 12' _ Q �3 All Dimensions Are Horizontal; Drawing is Conceptual Qesiga Results - Member Reaction (lbs) Actual @ Location 1074 @ 5 5 1/4" Allowed 2460 Result Passed (44%) LDF Load: Combination (Pattern).' 1.00 1.0 D + 1.0 L (All Spans) Shear (lbs) 577 @ 5' 7" 2190 Passed (26%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) -1205 @ 5' 5 1/4" 8405 Passed (14%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.029 @ 12' 7/8" 0.306 Passed (L/999+) 1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in) 0.047 @ 12' 13/16" 0.611 Passed (L/999+) 1.0 D + 1.0 L (Alt Spans) j T3-Pror" Rating 65 40 Passed Blocking Bracing (Lu): All compression edges (top and bottom) must be braced at 8' 9 3/4" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. A structural analysis of the deck has not been performed. Deflection analysis is based on composite action with a single layer of 23/32" iLevelQQ Edge Panel (24" Span Rating) that is glued and nailed down. Additional considerations for the TJ -Pro" Rating include: None' Loads' Location. Bearing Length Loads to Supports (lbs) ,. . Supports . .. Total Available Required Dead Floor. : Total. Accessories- : * Live - .. .....� - 1 - Stud wall - DF 3.50" 3.50" 1.75" 4 140/-134 144/-134 Blocking 2 - Stud wall - DF 3.50" 3.50" 3.50" 403 671 1074 None 3 - Stud wall - DF-- --_ 3.50"— I 3.50" _ 1.75'__ 165 280/-4 445/-4 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads' Location. Dead Spacing (0.90) Floor Live (1.00) Comments 1 - Unifonn(PSF) 0 to 17' 10 1/2" 16" 24.0 40.0 Residential - Living Areas Member Notes ---- Floor Joist over Garage iLEVEL (Votes. iLevel warrants that the sizing of its products will be in accordance with iLevel product design criteria and published design values. iLevel expressly disclaims any other warranties related to the software. Refer to current ilevel literature for installation details. (www.iLevel.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project iLevel products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator - ------ �eQacr�:c: PAS SED C 37.Z System : Floor Member Type: Joist Building Use : Residential Building Code: IBC Design Methodology : ASD (2� SUSTAINABLE FORESTRY INITIATIVE 04/1' 1`20 . 2 1.00.29 PrVi iLeve! Forte v3.0. Design 'Engine: V5.4.3.2 Page 1 d"". FortI6 MEMBER REPORT Level, Floor. Joist software 1 piece(s) 16" TJI® 360 @ 16" ®C Overall Length: 21' 7" 0 21' 0 All Dimensions Are Horizontal; Drawing is -Conceptual a 0 I ues:gn KeSLIMS - Actual @ Location Allowed. Result LDF: 'Load: Combination (Pattern) - Member Reaction (lbs) I Shear (lbs) 989 @ 21' 3 1/2" 989 @ 21'3 1/2" 1080 2190 Passed (92%) Passed (45%) 1.00 1.0 D + 1.0 L (All Spans) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) 5064 @ 11' 1 1/4" 8405 Passed (60%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.284 @ 10'9" 0.527 Passed (L/891) -- 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.488 @ 10' 10" 1.054 Passed (L/519) 1.0 D + 1.0 L (All Spans) `) ProT" Rating 4S 40 Passed Bracing (Lu): All compression edges (top and bottom) must be braced at 4' 3 9/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. A structural analysis of the deck has not been performed. Deflection analysis is based on composite action with a single layer of 23/32" iLevel® Edge Panel (24" Span Rating) that is glued and nailed down. Additional considerations for the TJ -Pro'" Rating include: None PASSED C 37Z System : Floor Member Type : Joist Building Use : Residential Building Code : IBC Design Methodology : ASD - _ Bearing Length . - ... Loads to supports (lbs) Supports. p� Total Available Required Dead FL v'e Total Accessories . 1 - Stud wall - OF 3.50" 1 2.25" 1.75" 374 573 947 2 - Hanger on 16_' OF beam_--- 3.50" Hanger) -- 1_75"-- 437 578 1015 1 1/4" Rim Board See note 1 • Rini Board is assumed to carry all loads applied directly above it, bypassing the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 1 See Connector grid below for additional information and/or requirements. rConnector Simpson Strong -Tie Connectors _ Support Model j 2 - Face Mount Hanger IUS2.37/16 Seat Length 2.00" Top Nails - N/A Face Nails 14-10d x 1-1/2 Member Nails N/A Accessories --.----. --- --Dead � Floor Live . � ... - - 1 Loads location— Spacing (0.90 i (1.00) Comments - ' 1 - Uniform(PSF) 0 tD 21'7" 16"24.0 40.0 Residential - Living Areas ' 2 - Point( PLF) 16' 16" 90.0 - ILEi%EL Notes : l SUSTAINABLE FORESTRY INITIATIVE iLevel warrants that the sizing of its products will be in accordance with iLevel product design criteria and published design values. iLevel expressly disclaims any l other warranties related to the software. Refer to current iLevel literature for installation details. (wwvv.iLevel.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record,. builder or framer is responsible to assure that this calculation is compatible with the overall project. iLevel products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Tne product application, input design loads, dimensions and support information have been provided by Forte Software Operator FoK.^Sc�•: Hale Via,., ,,.cr '-----'-----._._.._:.._....... ---'-'----'----......._.._.....--'--..1--'----__.__.......... .... .... ------ � t I 04/'3/2012 3:07:51 P'M ILe\rz�l Forte v3.0, Design Engine: V5.4.3.2 - Page 1 of 1