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06-2745 (SFD)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description Property Zoning: Application valuation: Applicant: VV111'1C�JL_ T-iht °f 4 Q" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT 06-00002745 53569 VIA PISA 772-530-046- - - DWELLING - SINGLE FAMILY DETACHED LOW DENSITY RESIDENTIAL 379883 Architect or Engineer: LIC SED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that m licensed er provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Busines rofessi s Code, and my License is in full force and effect. License Class: B icense No.: 799449 Date: - 21 contractor: OWN -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exe pt 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).: 1 _ 1 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 _ 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 _ 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: LQPERA11T Owner: PETER JACOBS P.O. BOX 356 LA QUINTA, CA 92253 Contractor: JACOBS HON P.O. BOX 6 LA QUINTA, (760)777-9 Lic. No.: VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 7/20/07 I hereby affirm under penalty of perjury one of the follo _ I have and will maintain a certificate of con7nto ur fJd compensation, as provided for by Section 3700 of the Labor Code,e per ancrk for which this permit is issued. I have and will maintain workers' compensnsurance, as rSection 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 STATE FUND Policy Number 756000031107 I certify that, in the performan a of the w k for which this permit is issued, I shall not employ any person in any manner so t becom ubject to the workers' compensation laws of California, and agree that, if I shout a ome s ct to the workers' compensation provisions of Section 3700 of the Labor Cod all ith comply with those provisions. Date: �%� Applicant: OF WARNING: FAILURE TO SECURE WORKERS'PENSATION 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, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above mf ation is Corr I agree to comply with all city and county ordinances and state laws relating to building con r cti , and h authorize representatives of this county to enter upon the above-mentioned property for in cti purp Date: 7V ;& 4,01 Signature (Applicant or Agent): Application Number . . . 06-00002745 -----=Structure Information 4.375SF DWELLING/V/-NR/RES-3/CLASS.A-FR ----- Other struct info . . . . . CODE EDITION 2001 CBC # BEDROOMS 4.00 FIRE SPRINKLERS NO GARAGE SQ FTG 1023.00 PATIO SQ FTG 476.00 NUMBER OF UNITS 1.00 1ST FLOOR SQUARE FOOTAGE 3917.00 2ND FLOOR SQUARE FOOTAGE 458.00 Permit . . . BUILDING PERMIT Additional desc . Permit Fee . . . . 1619.50 Plan Check Fee 1052.68 Issue Date Valuation . . . . 379883 Expiration Date 1/16/08 Qty Unit Charge Per Extension BASE FEE 639.50 280.00 3.5000 -----------------=---------------------------------------------------------- THOU *BLDG 100,001-500,000 980.00 Permit . . . ELEC-NEW RESIDENTIAL Additional desc . Permit Fee . . . . 203.59 Plan Check Fee 50.90 Issue Date . . . . Valuation . . . . 0 Expiration Date 1/16/08 Qty Unit Charge Per Extension BASE FEE 15.00 4375.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 153.13 1023.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 20.46 1.00 15.0000 ---------------------------------------------------------------------------- EA ELEC TEMPORARY POWER POLE 15.00 Permit . . . GRADING PERMIT Additional desc-. . Permit Fee . . . . 15.00 P1an.Check Fee .00 Issue Date Valuation . . . . 0 Expiration Date 1/16/08 Qty Unit Charge Per Extension -------------------------------------7-------------------------------------- BASE FEE 15.00 Permit . ... MECHANICAL Additional desc . LQPERMIT Application Number Permit . . . . . . Permit Fee . . . . Issue Date . . . . Expiration Date . . MECHANICAL 188.00 1/16/08 06-00002745 Plan Check Fee . . 47.00 Valuation . . . . 0 Qty Unit Charge Per 15.00 24.00 6.0000 EA PLB FIXTURE Extension 1.0015.0000 EA PLB BUILDING SEWER 15.00 2.00 7.5000 EA PLB WATER HEATER/VENT BASE FEE 15.00 3.00 9.0000 EA MECH FURNACE <=100K 27.00 2.00 11.0000 EA MECH FURNACE >100K 22.00 1.00 4.5000 EA MECH VENT INST/ DUCT ALT 4.50 2.00 9 . UUUU EA MECH B/ C <=3IIP/100IC BTU 19.0n 3.00 16.5000 EA MECH B/C >3-15HP/>100K-500KBTU 49.50 7.00 6.5000 EA MECH VENT FAN 45.50 1.00 ---------------------------------------------------------------------------- 6.5000 EA MECH EXHAUST HOOD 6.50 Permit . . . PLUMBING Additional desc . . Permit Fee . . . . 225.75 Issue Date Expiration Date 1/16/08 Plan Check Fee 56.44 Valuation 0 Qty Unit Charge Per Extension BASE FEE 15.00 24.00 6.0000 EA PLB FIXTURE 144.00- 44.001.00 1.0015.0000 EA PLB BUILDING SEWER 15.00 2.00 7.5000 EA PLB WATER HEATER/VENT 15.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 13.00 .7500 EA PLB GAS PIPE >=5 9.75 1.00 15.0000 EA PLB GAS METER 15.00 --------------------------------------------------------------------------- Special Notes and Comments 4,375SF DWELLING/V-NR/RES-3/CLASS A -FR. 2001 CBC, CMC, CPC, 2004 CEC, 2005 ENER. THIS PERMIT DOES NOT INCLUDE BLOCKWALLS, POOL AND SPA OR DRIVEWAY APPROACH. **NOTE TO INSPECTOR - NO LOCKING HARDWARE ALLOWED ON INTERIOR . COURTYARD ENTRY DOORS - REQUIRED INSPECTION BEFORE FINAL FOR THE.EGRESS REQUIREMENTS FOR EXITING 2ND FLOOR CASITA** July 18, 2007 3:24:57 PM AORTEGA. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ART IN PUBLIC PLACES -RES 449.70 DIF COMMUNITY CENTERS -RES 74.00 DIF CIVIC CENTER - RES 995.00 LQPERMIT Application Number . . . . . 06-00002745 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ENERGY REVIEW FEE 105.27 DIF FIRE PROTECTION -RES 140.00 GRADING PLAN CHECK FEE 15.00 DIF.LIBRARIES - RES 355.00 DIF PARK MAINT FAC - RES 22.00 DIF PARKS/REC - RES 892.00 STRONG MOTION (SMI) - RES 37.98 DIF STREET MAINT FAC -RES 67.00. DIF TRANSPORTATION - RES 1930.00 Fee summary Charged Paid Credited Due ----------------- Permit Fee Total ------ - --- 2251.84 ---------- ---------- .00 ---------- .00 2251.84 Plan Check Total 1207:02 750.00 .00 457.02 Other Fee Total 5082.95 .00 .00 5082.95 Grand Total 8541.81 750.00 .00 7791.81 LQPFRMIT 91 i C (+O(F CONSTRUCTION NOTES I. REFER TO FINISH 6RADIN6 PLANS FOR CATCH BA61N LOCATIONS o. • : ' ' : ' . " : : ' • _ • • "% �- �' : - _ry ' : - : p " , ' 2. ALL CONCRETE TO BE 5.5 SACK MIX TO OBTAIN A MINIMUM COMPRESSIVE 5TREN&TH OF 2500 P51 AT 28 DAYS . :. - - • _ . .. - . .. C' Z:- \ _ . _ • ' . • 3. ALL CONSTRUCTION TO BE PLUMB AND TRUE UNIX-% OTHERWISE . _ • _ . _ ' . ' �Cl4�l �I- _ 4 Z INDICATED \. . 4. VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR . _ _ : - _ : :� p, rlrroaU . •.(:... ' : ,' •s ® w REINFORCING,. BASE MATERIAL, PRE-5ATURATION, ETC FOR WALK5� STAIRS, WALL FOOTING{, ETC _ . • . ' - - . ' . ' . ' - ' .. .. . _ . _ •1ipDs1 . ' ' . O S. ALL MATERIALS AND CONSTRUCTION TO CONFORM TO APPLICABLE 1 _ _ E70S47NC LAWN - ..'� ' . - . E%ISTUN $'• • . , . • .. - .. _ _ . • ` t. _ Lu 6OVERNIN6 CODE5 AND ORDINANCES _ CAL. PNP.... " • .�. " . ijooi �-- �' 6. ALL CONCRETE PAVING TO BE A MINIMUM OF 51/2' THICK, COLORED '�- - M. PnHn - .. _ - RioDe)-ze - • E)OSTIN _ h ' ��. --'�- ? • v _ . _ N d,J > CONORETE-IWE6RAL COLOR EXPANSION JOINT5, AT 5'-0' y ' CAL a . . . . (Toogj - . ' : _ . ' L J O.G.. UNLE55 OTHERWISE INDICATED •R,b Y _-�jN��- • d' • - . • . - . • - 1. ALLOW FOR ADJOINING CONSTRUCTION iuCc. PA A . ' _ _ 8. PANNE AND CONCRETE SUBGONTAGTORS ARE TO COORDINATE AND [1(1SrUN ` +o- n Ps P4 a�b• SPA - . O - COOPERATE WITH THE ELECTRICIAN, DRAIN LINE SUBCONTRACTOR SPA tl(IL",.7cR.. ® ®• M••1 AND IRRIGATION SUBCONTRACTOR FOR 5LEEVIN6, PIPING, AND PSL SYN- WN SPA - E " • r01`_ . ' • • _ . : ' . _ . _ . ' . ' ' ' -^ti LLI Z CONDUIT UNDER ALL PAVING 7 S PA P-4 FINISH 6RADUl6 NOTES SYN, -LAWN . . . . . _ • . . • . _ _ . ' . ' LTJ u c_ I. SLOPE ALL DRAIN LINES AT A MINIMUM OF EXISTING °� (101 N -D' I ti . _ ... - . G .. - _ - . - K % PDOL DEC,O / § � � OI -y _ - 5 "JIB-�;`ti.�:•�.:..:. ^ c_ O 2. ALL DRAIN LINE JUNCTIONS AW CHANGES OF DIRECTIONS TO BE MADE WITH PA C TTREE • Gm PA + O PA 1✓ � + JpY Genas '0 LAWN EXISTENT ING { ^© T VftKKVAY StreUixl `�O adize Cp I PAeIIOoSTVerd° ��_- _ + jLLY LAWN s EXISTING \ _ LAWN I -i DDnD a NIM h Pl/.JW miermme6 T w�Ndo ow�m •wNlad i 6�9bp �e IkAi AmNrr ¢D DlAn-I S2 Tru Mf H810 -ea- Lao mliW daW 60. TNI viiiiioj C. t-tim mom m N.f F ta:cw4mce aifh Rmmdy att. W o ",tm R= km an `H G. MU ar A ba r i" m amaae Wtl eW ".0'N •e"u ty Im Jobdt. om6Uv "N. e.1 wn6uclbn m Ne prepol ^9 defy of d p.nm. ZP tx Nal this r me rid 4 Dae. m ipply amU-dy °b .1 W RdIM 10 nmmd wekinq n°.y aIM ea:q., aduaimd IpnYm lithmitraetm NMm agnea le alma i, f)r m 1 I,tlO q and d idrfx red m dng Ha _Wk. . Na PVNem°ce .I "mA m N'v RL ncglh9 NODtIy arivg hvn Da fob aM9eK4 d EdT 1�n■�i5GSlgm MR! ■E943JIMJr:rmw Tg� �■ Ipl I. POOL , awtz5up°a Cobr to W WMAWi BUN' i�►__ viiiiioj FROM !FT nJ■■i�.�u� �`r� FLOATINS PADS, DESERT TAN COLORED CONC(ETE MTH A LH6HT ACID FH514 2 SPA, OvtiSctyan Cclm to to 'BARBADOS SUE' B IRFETL BAOC ,tTr. 0 LONER BACK XTS AND 0 CALF .ET AND I L16W I Z' ' DATE: 2-2$-13 EC B. POOL DK AW K4XKLAr SU¢ACE, HOED TRAVERTINE OVER A 5' CONCRETE SLAB 4. CQRRR YAW y TER FEATIN PER DETAIL W ON SIFT L-5 cam�c•• BD IN 1111; 7W, 5VIALL . COURT YARD FOUNTAIN PER DETAIL L- ON SWEET L-5 C 6. MOTOR COURT AND ORIVEFLAY, VILLA PAVES CHATEAU BLED MM A I= BAND ■ 1. -Myrtus 9°xxn°tl LEGEND III minim'■_n■.■...�I%=■■■■r■11 • 6. FOXED IN RACE COL'. PADS, 2006 ALMOND COOK FROM VENNOSTOE YM A PCID WASH flNSN 4 fROtY,RETE SERVICE ATEA' 2006 ALNIAD COLOR FROM VBRAN05TOE MM A EXISTING LAVN WICATES SECTION ACID KA_H FINISH. - A D. SERVICE GATE, 50'A' DETAIL ON SHEET L-5 L-5 - IWICATM SHEET NNMOM 11. ME-PAO COW. PAD`x 247X14' 2006 ALMOND COLOR VEtAN05TDNE CONCRETE PADS 06TH A SANDE.AST FINISH. WIN A 5' GAP 49 DDICAlES ETEVATIOiI 12.16'K X16'H 56 a Bj tm= , = 2BOO, d No r gIOIO 1626..4 ECO 2000 hnttgt°n bNe dwrto w 91010 fol 670.449bBM ba 600.449la090 8 0.4 L-5 INDICATES SHEET NAffiR _ 133 P.A. - PLANA AIzEA LAWN- LAm e Ib. ^2. NORTH 5GALE: 1/0" = 1'-0" li •1• a ., • PIN enTII.LI�L Lo - G' 1 BEDROOM SEE SHEET L-5 FOR CONSTRUCTION DETAILS (1011.40 (EXISTING LOT EXISTING NOT(IR COURT 0 0 O 0 .c U 45' OR SHEEP TYPE ELLS 3. PROVISIONS FOR POSITIVE DRAINAGE OF ALL LANDSCAPED AREAS TO TAKE PRECEDENCE OVER MOINDIN6 AS DIASRANED ON GRADING PLAN 4. HOLD FINISH 6RAM I MA' BELOW FINISH SURFACE KENISTING 5. SLOPE ALL EARTHEN AREAS AT A MINIMUM OF 1% TO DRAIN - 2% PREFERRED b. SLOPE ALL FINISH SURFACES AT A MINIMUM OF 1% TO DRAIN 7. ALL MATERIALS AND WORKMAtL4DP S TO CONFORM TO GOVERNING, CODES AND ORDINANCES B. SLOPE IN LAYN AREAS IS NOT TO EXCEED 5:1 9. HOLD FINISH 6RADE A MINIMUM OF 4' BELOW TOP OF WALLS, b' BELOW FIN15H FLOORS OF SLABS AND 12' BELOW FINISH FLOORS ON CONVENTIONAL WOOD FLOGRING ♦ • •�' 10. PROVIDE 17RAIMINE CLEANOUTr AND/OR CATCH BASINS AT A MINIMUM OF 50' /pL� �` O.C. OR AT EVERY CHANGE OF DIRECTION. CITY ® L A Q U I i Y TA 'L `O1D 1"VBZ'9 ON °R,4'" LINES A MINIMUM OF B' E8O" FINISH GRADE SURFACE 12. RAMPS INTO BUILDINGS NOT TO EXCEED A SLOPE OF 1:12 OR 83%6RADI&M BUILDING& SAFETY DEPT. B' FRO FLT WALKS NOT TO EXCEED A SLOPE OF 1:20 OR 5% GRADIENT MASO Zr VIAL. NOTES APPROVED I. 6ROR ALL CELS NN" STEEL SOLID - IF RETAINING, bRO T ALL CELLS SOLD FOR CONSTRUCTION 2 PARTS SIWl 2) FWD COMA 6RA CY MTHARATIO aFNPART G@ffNT, (3) PMTS SMALL (B PARIS PFA GRAVEL 9. MORTAR SI ALL � TRiiLY PREPARED AND UDFOWLY MIXED IN THE RATIO OF N PART CB•BU, N2) PART LME PUTTY, (4-M PARTS SAW AND '.ANLL CONFORM TO ASTM. 6710 GATE Z gY 4. REINFORCINS STEEL SHALL � DEFORKW BARS COFOWAINS TO A5.TM. A615 dADL 40 E 5. CO STWKT Y N 15 RI MB AW TRUE. STEP FOOTINGS IN EVEN BLOCK !14010.8115 ME / M, W IKvw �r - . 6. ALV FOR AD. P A CONT IALS T.1/ �w�■�� 7. ALL WORKMIU6wP AW MATEWNS TO !/RFOFhI TO 60VHUdN5 GODE5AW ORDINANCES b. ALL STLGGO OR SWIFBLOOC WALLS TO HAVE OPEN HEAD ,LOINS AT 92' OL. AT FIRST COURSE ABOVE GRADE FOR ORA!MA6E 9. ALL FOOTIM55 SHALL BE PO IED ON tADISTUREED NATURAL SOIL OR GOWAGTED FILL (99b RELATIVE) 10. ALL PREESTAWINS W4LL5 TO HAVE A MIWMUN OF 40 BAR DIAHETBL OVERLAP AT SFLICES ALL RETAINING WALL SPLICE TO BE A MIWMFI OF 46 BM DIAMETERS 11. DONELS $HALL BE AT LEAST EGfUAL IN SIZE AND $PACING TO VERTICAL BNS, 12. MASONRY UNIT5 SHALL. BE GRADE W COHFORMIN6 TO ASTM C-90, AND MANUFACTURED IN ACCORDANCE NTH CONCRETE W1.5ONRY A.5500IATION STANDARDS 13. PORTLAND CEM III SHALL CONFORM TO ASTM. C110 14. CONCRETE SHAM HAVE A MNIMM COMPRESSIVE STR046TH OF 2000 P91. AT 21) DAYS 15. PROVIDE EXPANSION JOINS IN MALLS AT 25'-0' OL. MAY, 16. KALL EOOIN&S TO BE CONTINUOUS, ULDER GATE OPBDNSS ow�'e IrNRae II7sln EXISTING p DRIVEVAv P. W U w Q W FINISH MATERIAL 5GHEDULE mREVIROM I. POOL , awtz5up°a Cobr to W WMAWi BUN' meau�s_ m r�+.le� 2 V45 FILA SLEEVES. 9 POOL LKHM, W4li3RRE TDP TO BE ROYAL BLUE DWO 2X2 MAIM, FROM !FT POOL COFFINS, DEER TAN CO.OR® CONCRETE MIN A LGM ACID FNSH w FLOATINS PADS, DESERT TAN COLORED CONC(ETE MTH A LH6HT ACID FH514 2 SPA, OvtiSctyan Cclm to to 'BARBADOS SUE' B IRFETL BAOC ,tTr. 0 LONER BACK XTS AND 0 CALF .ET AND I L16W POOL GAP, DESERT TAN COLORED CONCRETE PM A LGM ACID FINISH DATE: 2-2$-13 EC B. POOL DK AW K4XKLAr SU¢ACE, HOED TRAVERTINE OVER A 5' CONCRETE SLAB 4. CQRRR YAW y TER FEATIN PER DETAIL W ON SIFT L-5 cam�c•• BD PER RAN OWVB�7U6NT5 5VIALL . COURT YARD FOUNTAIN PER DETAIL L- ON SWEET L-5 6. MOTOR COURT AND ORIVEFLAY, VILLA PAVES CHATEAU BLED MM A I= BAND T. P(E{AB COY.. PADS, 24X24. 2006 ALMO!O COLOR VERAWSTONE CONCRETE PADS MMA -Myrtus 9°xxn°tl LEGEND SANDBLAST FlwSN MM A 5' GAP WRIT BROWN THATCH SYNMERG LAM IN BETMEEN. °ed$e�xmea 6. FOXED IN RACE COL'. PADS, 2006 ALMOND COOK FROM VENNOSTOE YM A PCID WASH flNSN 4 fROtY,RETE SERVICE ATEA' 2006 ALNIAD COLOR FROM VBRAN05TOE MM A EXISTING LAVN WICATES SECTION ACID KA_H FINISH. - A D. SERVICE GATE, 50'A' DETAIL ON SHEET L-5 L-5 - IWICATM SHEET NNMOM 11. ME-PAO COW. PAD`x 247X14' 2006 ALMOND COLOR VEtAN05TDNE CONCRETE PADS 06TH A SANDE.AST FINISH. WIN A 5' GAP 49 DDICAlES ETEVATIOiI 12.16'K X16'H 56 a Bj tm= , = 2BOO, d No r gIOIO 1626..4 ECO 2000 hnttgt°n bNe dwrto w 91010 fol 670.449bBM ba 600.449la090 8 0.4 L-5 INDICATES SHEET NAffiR _ P.A. - PLANA AIzEA LAWN- LAm e Ib. ^2. NORTH 5GALE: 1/0" = 1'-0" W U w Q W mREVIROM meau�s_ m r�+.le� a w SHEET • L-1 DATE: 2-2$-13 I � 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: LEVEL TWO AMOUNT: MRIGATION AMOUNT: COMMAND. AMOUNT: DATE: RECEIPT: CH --CK #: INITIALS: CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: Residence is at the Hideaway, Owne'r's Name: Peter Jacobs Project Address: 53-569 Via Pisa La Quinta, CA Project Description: 1 SFD APN: 772-530-046 Date: July 19, 2007 Phone No. Tract #: Lot #'s: Type of Development: Residential XX Commercial Total Square Feet of Building Area: 4,375 sq. ft. 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 sign 7alf of the owner/develcper. Dated: July 19, 2007. Signature: / ********************************************************************** SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR AILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code Gov. Code Project 17620 65995 Approval Note' Number of Sq.Ft. 4,375 Amount per Sq.Ft. $3.48 Amount Collected $15,225.00 Building Permit Application Completed: Yes/No By: Carey M. Carlson, Asst. Supt., Support Services Agreement Existing Not Subject to Fee Prior to 1/1/87 Requirement Certificate issued by: Elvira Mattson, Office Technician Signature: 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 Diitrict provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90 -day ?eriod 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 zpplicable 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 nerein 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. At such time as this Certificate expires, if a building permit has not been issued for the project that is the subject of this Certificate, the owner will be reimbursed all fees that were paid to obtain this Certificate of Compliance. MV:c/mydocs devfees/certificate ofcompliance form Updated ;-2007 3/9/07 IVOEE ;R'''i" NA`I'IONAt TITLE CON-- ANX ,UBwvISION DEPAIRTMENT _ WHEN RECORDED MAIL TO: C" MAIL TAX STATEMENT TO: SAME AS ABOVE 0ox; �-�� 2003_101818 02/13/2003 08:00A Fee:36.00 Page 1 of 4 Doc T Tax Paid Recorded in Official Records County of Riverside Gary L. Orso Assessor, County Clerk 8 Recorder M StPAGE SIZE DA PCOR NOCOR SMF M7SC. 4 A R COPY LONG REFUND NCHG EXAM DOCUMENT TRANSFER TAX $ gr7q . S6' XX Computed on the consideration or value of property conveyed; OR Computed on the consideration or value less liens or encumbrances remaining at the time of sale. Signature of Declarant or Agent determining tax - Firm Name "79 -9 -53o -00(e -j1o3,-4, 'll�A 01110-05(p GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, ND LA QUINTA PARTNERS, LLC, a Delaware limited liability company ("Grantor"), hereby GRANT(S) to ppra,- T—Tarnha R 4ineA I- m0 ri ("Grantee"), the real property located in the City of La Quinta, County of Riverside, State of California, described as: See Legal Description attached hereto and incorporated herein as Exhibit "A". SUBJECT TO all matters of record including, without limitation, the covenants and agreements described in Exhibit "A" attached hereto. Dated: January 20, 2003 1-LA/627969.1 ND LA QUINTA PARTNERS, LLC, a Delaware limited liability company By: Nationwide Realty Investors, Ltd., an Ohio limited liability company its managing m. er Josep L. Arenson Authorized Representative M STATE OF California. ) ) ss. COUNTY OF Riverside ) On Felnqusj L{ , 2003, before me, the undersigned, a nctary public in and for said State, personally appeared Joseph L. Arenson (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity(ies), and that by his signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS MY HAND AND OFFICIAL SEAL. 0'dL ALJ' KATHRYN L. HUNTER Signature Uk-f� [SEAL] Comm ssion # 1382692 z , -es Notary Pjblic - California Riveeside County My Comm. Expires Nov 1, 2006 1-LA/627969.1 2 111111111 llll 02 12/E3 @ cf 4 8: EXHIBIT "A" Legal Description Parcel No. 1: Lot �z ?i (the "Lot") of Amended Tract No. 29894-2 as shown on a Sutdivision Map (the "Map") recorded on December 12, 2002, in Book 327, Pages 56 to j� inclusive, of Maps, in the Office of the Riverside County Recorder. EXCEPTING AND RESERVING THEREFROM TO GRANTOR, and its successors, assigns, invitees, licensees and employees, together with the right to grant and transfer all or a portion of the same, all easements and rights for access, ingress, egress, encroachment, maintenance, drainage, support, and for other purposes over the Association Maintenance Areas and other portion of the Lot, reserved to Grantor in the following instruments: 1. The Amended and Restated Declaration of Covenants, Conditions and Restrictions and Reservation of Easements for The Hideaway Owners Association (as amended or supplemented, the "Declaration"), recorded on December 13, 2002, as Instrlment No. 2002- 745)(938, of Official Records of Riverside County, California (the "Official Records"); FURTHER RESERVING THEREFROM, the right to enter the --ot for a term of twelve (12) months following the recordation of this Grant Deed, to complete and repair any improvements or landscaping located thereon as determined necessary by Grantor, in its sole discretion, in order to comply with requirements for the recordation of the Fina._ Tract Map, the grading of said Tract and/or in compliance with the requirements of applicable governmental agencies. Such entry by Grantor shall be preceded by reasonable notice to Grantee before such entry. If this reservation of right of entry is not complied with by Grantee, Gra-ltor may enforce this right of entry in a court of law. Grantee shall be responsible for all damages arising out of said breach including attorneys' fees and court costs. This reservation of right :)f entry shall automatically expire twelve (12) months from the recordation of this Grant Deed. Parcel No. 2: Nonexclusive easements for access, ingress, egress, drainage, maintenance, repairs and for other purposes, all as described in the Declaration. SUBJECT TO: Nondelinquent general, special and supplemental real property taxes and assessments. 2. All other covenants, conditions, restrictions, reservations, easements, rights and rights-of-way of record including, without limitation, the Declaration and the Map for Tract No. 29894-2. _ IN � �e� °.. 1-LA/627969.1 Grantee, by acceptance and recordation of this Grant Deed, hereby (a) Eccepts and approves all of the foregoing in this Grant Deed, (b) grants to Grantor and The.Hideaway Owners Association such powers and rights as are set forth in the Declaration ,and (c) accepts, covenants and agrees to be bound by and assume performance of all of the applicable provisions and requirements set forth in the Declaration, including Section 13.15 establisHng the procedure for resolving disputes with Grantor, and the notice, which provisions and requirements are acknowledged to be reasonable and incorporated herein by this reference there o. This grant is conditioned upon the performance of such provisions and requirements as are to be performed by Grantee under the Declaration. The restrictions on use and occupancy of the Lot are set forth in the Declaration to which this Grant Deed is specifically and expressly made subject. GRANTEE HEREBY ACCEPTS AND APPROVES THE FOREGOI JG, granting unto Grantor and The Hideaway Owners Association such powers and rights which are set forth in the Declaration defined above, on % -- '-j (.>) , 2003. STATE OF l_.G l t �brn i,'a✓ ) ss. COUNTY OF Z 1 V-trs i C-. ) On P (Lk - H 2003, before me, the undersigned, a notary public in and for said State, personally appeared e, L. --rgb5 . (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/ace subscribed to the within instrument and acknowledged to me that he/ske/tl't&y executed the same in his/hsr/th'sir authorized capacity(ies), and that by his/hbr/thNr signature(s) cn the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS MY HAND AND OFFICIAL SEAL. Signature I (,�,� �� [SEAL] 0 :-r;, KA HRYN L. HUNTER Commission # 1382692 Z Z .� Notary Public - California >z • Rverside County My Co -nm. Expires Nov 1, 2006 I IIIIII IOIIII IIII IIIIIII IIII VIII IIIIII III VIII IIII IIII 142/ 1'1/ 03 08 _ '•@@A £ 4 I-LA/627969.1 4 R F STRUCTURAL CONSULTANTS, INC. .75-153 MERLE DRIVE, STE. B, PALM DESERT, CA 92211 PHONE (760) 836-1000 FAX (760) 836-0856 E- MAIL RAYMOND@RFSTRUCTURAL.COM JUNE 27, 2008 PETER JACOBS HOMES P. 0.356 LA QUINTA, CA. 92253 Attn.: Mr. PETER JACOBS Re.: THE JACOBS RESIDENCE 53-569 VIA PISA LA QUINTA, CA, 92253 FOLLOW-UP TO WALK THROUGH JOB NO.: 4523 DEAR PETER THIS LETTER ADVISES THAT WE HAVE OBSERVED THE STRUCTURAL REQUIREMENTS THAT ARE VISIBLE DURING CONSTRUCTION AT THE TIME OF OUR SITE VISIT. WE BELIEVE THAT THE AS -BUILT CONSTRUCTION AT THE TIME OF OUR VISIT IS IN GENERAL CONFORMANCE WITH OUR STRUCTURAL PLANS AND RELEVANT CORRESPONDENCE ISSUED BY OUR OFFICE. WE OBSERVED THE STRUCTURE IN ITS FRAMED CONDITION PRIOR TO INSTALLATION OF DRYWALL AND STUCCO. WE OBSERVED THE VISUAL AND ACCESSIBLE STRUCTURAL REQUIREMENTS.. RESPECTFULL / Vg0FESSIO& M. Fq ql F2 tip` pati 2 m No -57958 ,k Exp. 06-30-08 '97' F CAL\F� ZEYAD FAQ ,, Certificate of Occupancyo o `,C I�aroinhn� G OFBuildin & Safet Department 9► Y p This Certificate is issued pursuant to the requirements of Section 109 of the California Building Code, certifying that, at the time of issuance, this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. I BUILDING ADDRESS: 53-569 VIA PISA I Use classification: SINGLE FAMILY DWELLING Building Permit No.: 06-2745 a Occupancy Group: R-3 Type of Construction: VN Land Use Zone: RL Owner of Building: PETER JACOBS Address: P.O. BOX 356 City, ST, ZIP: LA QUINTA, CA 92253 By: STEVE TRAXEL I Date: MARCH 03, 2009 t Building Official POST IN A CONSPICUOUS PLACE Mar 01 09 09:31p ROMAN DIAZ 760-398-2116 p.3 �)14 1'4 #- 1' CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING (Page 5 of 8) CF -4R Project Address� 15 2)"� c � � Builder 1��C�� S Tq Builder C tact RE4.1.1 Telephone Plan Number HERS Ratera Vt^ C, j �► •L Telephone Sample Group Number Plenum Pressure Matching Certifying Signature ❑ ate C� Sample House Number Firm HERS Provid Street Address- ` Total CFM City/Stat ip: C w Copies to: BUILDER, HERS PROVIDER AND BUILDING DEPARTMEIVU HERS RATER COWIJIANCE STATEMENT The house was: ✓ ET Tested ✓ ❑ Approved as part of sample testing, but was not tested As the H ERS rater providing diagnostic testing and field verification, l certify that the house identified on this form complies with the diagnostic tested compliance requirements as checked on this form. ✓ ❑ The installer has provided a copy of CF -6R (Installation Certificate). ✓ ❑ ADEQUATE AIRFLOW VERIFICATION Procedures or veld verification and diagnostic testing o ade nate airflow are available in RACA'f, Appendix RE4. L 1 Method For Airflow Measurement ✓ ❑ MAXIMUM COOLING CAPACITY Procedures or determi iniz maximum cooling load capacity are available in RACebf, Appendix R143. 1 ❑ Yes ❑ No Duct design exists on plans 2 ✓FwKes ❑ No ❑ RE4.1.1 Diagnostic Fan Flow Using Flow Capture Hood 4 ❑ RE4.1.2 Diagnostic Fan Flow Using Plenum Pressure Matching ✓ ❑ RE4.1.3 Diagnostic Fan Flow Using Flow Grid Measurement Measured Airflow: Total CFM Rated Tons: cfm/ton ✓ ❑ Yes ❑ No Measured airflow is greater than the criteria in Table RE -2 ❑ ❑ Yes is a pass Pass Fail ✓ ❑ MAXIMUM COOLING CAPACITY Procedures or determi iniz maximum cooling load capacity are available in RACebf, Appendix R143. 1 ✓ ❑Yes No Adequate airflow verified (see adequate airflow credit) 2 ✓FwKes ❑ No Refrigerant charge or TXV 3 ✓ ❑ Yes ❑ No Duct leakage reduction credit verified 4 ✓ ❑ Yes ❑ No Cooling capacities of installed systems are 5 to maximum cooling capacity indicated on the Performance's CF -1 R and RF -3. 5 ✓ ❑ Yes ❑ No If the cooling capacities of installed systems are > than maximum cooling capacity in the CF -I R, then the electrical input for the installed systems must beS to electrical input in the CF -IR. i Yes to 1, 2, and 3; and Yes to either 4 or 5 is a pass i Pass Fail ✓ ❑ HTGH EER AIR CONDITIONER Procedures- or ve rc ion are available in RACM, Appendix Rl. l ✓ s, ❑ No EER values of installed systems match the CF -1 R 2 ✓ ❑ No For split system, indoor coil is matched to outdoor coil ✓ ✓ 3 ✓ Yes ❑ No Time Delay Relay Verified (if Required) INr ❑ Yes to 1 and 2; and 3 (If Required) is a pass Pass Fail Residential Compliance Forms April 2005 Mar 01 09 09:32p ROMAN DIAZ 760-398-2116 t1l z- pA CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING (Page:5 of 8) CF -4R Project Addressr ❑Yes . a�te BuilderNLA C Builder C ' tact ✓ Telephone Plan Number HERS Rater Telephone Sample Grou Number ❑ Yes Certifying Signature Duct leakage reduction credit verified Uate Sample House Number Firm % Cooling capacities of installed systems are15, to maximum cooling HERS Provid �Street'Address: 6)� �, .X Sq3 ❑ No City/State/Zip: G� Copies to: BUILDER, HE" rHV V IDLE l(A " YU11.1le1Nlr u>VIrfUm I iri " A HERS RATER CIANCE STATEMENT The house was: ✓ Nested ✓ ❑ Approved as part of sample testing, but was not tested As the HERS rater providing diagnostic testing and field verification, I certify that the house identified on this form complies with the diagnostic tested compliance requirements as checked on this form. ✓ ❑ The installer has provided a copy of CF -6R (installation Certificate). ✓ ❑ ADEQUATE AIRFLOW VERIFICATION Procedures for field verification and diagnostic testing o ade uate airflow are available in RA CM, Appendix RE4.1. Method For Airflow Measurement Pr V 1 ❑ Yes J ❑ No J Duct design exists on plans 01 RE4.1.1 ❑ RE4.1.2 ❑ RE4.1.3 Fan Flow Using Flow Capture Hood Fan Flow Using Plenum Pressure Matching Fan Flow Using Flow Grid Measurement Measured Airflow: Rated Tons: ✓ ❑Yes 13No Measured airflow is greater than the criteria in Table RE -2 I El�— Yes is a pass Pas ✓ ❑ MAXIMUM COOLING CAPACITY 1 ✓ i ❑Yes No Adequate airflow verified (see adequate airflow credit) 2 ✓ es ❑ No Refrigerant charge or TXV 3 ✓ ❑ Yes ❑ No Duct leakage reduction credit verified Cooling capacities of installed systems are15, to maximum cooling 4 ✓ ❑Yes ❑ No ca aci indicated on the Performance's CF-] Rand RF -3. If the cooling capacities of installed systems am> than maximum 5 ✓ ❑ Yes ❑ No cooling capacity in the CF -I R, then the electrical input for the installed systems must be:5 to electrical input in the CF -1 R. Yes to 1, 2, and 3; and Yes to either 4 or 5 is a s Total CFM cfm/ton ✓ ✓ ❑ HIGH EER AIR CONDITIONER Procedures for ve 1c tion are available in RACAd, Appen fix RI. 1 ✓ ❑ No EER values of installed systems match the CF -1R 2 ✓ s ❑ No Fors lit system, indoor coil is matched to outdoor coil ✓ 3 ✓ Yes 0 No Time Delay Relay Verified (if Required) Yes to l and 2; and 3 (If Required) is a pass Passft Residential Compliance Forms April 20U.S Mar 01 09 09:32p ROMAN DIAZ 760-398-2116 p.5 CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING (Page 5 of 8) CF -4R Project Address lY No r . BuilderNaTe Builder C ' tact es❑ No Telephone Plan Number HERS Rater ❑ Yes ❑ No Telephone Sample Group Number ✓ Certifying Signature. ❑ No . Cooling capacities of installed systems �are 5 to maximum cooling capacity indicated on the Performances CF -1R and RF -3. ate Sample House Number ❑ Yes ❑ No If the cooling capacities of installed systems are > than maximum cooling capacity in the CF -I R, then the electrical input for the installed systems must be _< to electrical input in the CF-IR- F-1RYes Yesto 1, 2, and 3- and Yes to either 4 or S is a pass HERS Provid Street Address: ! City/ tatelZtP• C/ r I Z Copies to: BUILDER, HLm rKVY1DEKANO ISUILulrvls ur,rAlCllvinlrl KERS RATER gO)WCIANCE STATEMENT The house was: ✓ Er Tested ✓ ❑ Approved as part of sample testing, but was not tested As the HERS rater providing diagnostic testing and field verification, I certify that the house identified on this form complies with the diagnostic tested compliance requirements as checked on this form. ✓ ❑ The installer has provided a copy of CF -6R (installation Certificate). _ ✓ ❑ ADEQUATE AIRFLOW VERIIFICATION Procedures for Held verification and dia ostic testin o ad nate ai ow are available in RACM, Appendix RE4. I. Method For Airflow Measuremeut PIG ',, ❑ Yes ❑ No ❑ RE4.1.1 ❑ RE4.12 ❑ RE4.1.3 ✓ 1 ❑ Yes 1 ❑ No Duct design exists on plans Diagnostic Fan Flow Using Flow Capture Hood Diagnostic Fan Flow Using Plenum Pressure Matching Diagnostic Fan Flow Using Flow Grid Measurement Measured Airflow: Total CFM Rated Tons: cfm/ton r ✓ Measured airflow is greater than the criteria in Table RE -2 ❑ ❑ Yes is a pass Pass Fail ,/0 MAXIMUM COOLING CAPACITY in RA('Af AnnBndix RF3. 1 ✓ ❑ Yes No Adequate airflow verified (see adequate airflow credit) 2 ✓ es❑ No Refrigerant charge or TXV 3 ✓ ❑ Yes ❑ No Duct leakage reduction credit verified 4 ✓ ❑ Yes ❑ No . Cooling capacities of installed systems �are 5 to maximum cooling capacity indicated on the Performances CF -1R and RF -3. 5 ✓ ❑ Yes ❑ No If the cooling capacities of installed systems are > than maximum cooling capacity in the CF -I R, then the electrical input for the installed systems must be _< to electrical input in the CF-IR- F-1RYes Yesto 1, 2, and 3- and Yes to either 4 or S is a pass ✓ ./ ❑ ❑ Pass Fail ✓ ❑ HIGH EER AIR CONDITIONER Procedures or ve rc tion are available in RACM, A endix Rl. 1 ✓ ❑ No EER values of installed systems match the CF -1 R 2 ✓ ❑ No Fors lit system, indoor coil is matched to outdoor coil 4PassFail 3 ✓ Yes ElNo Time Delay Relay Verified (If Required)Yes to I and 2: and 3 (If Required) is a pass Residential Compliance Forms April 2001 Mar 01 09 09:32p ROMAN DIAZ 760-398-2116 p•6 CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING (Page 5 of 8) CF -4R Project Address u� Ev.:mrrnrrsrrr rww,..a..r...vv.... ❑ Yes No .--.-....-------- Adequate airflow verified (see adequate airflow credit) BuilderN T -c Builder 'tact N-ei Telephone Plan Number HERS Rater Telephone Sample Group Number Certifying Signature Date Sample House Number Firm ❑ Yes ❑ No capacity indicated on the Performance's CF -1 R and RF -3 - HERS Provid Street Address: `) X 3 �y if the cooling capacities of installed systems are> than maximum City/State/Zip: Z 7— Copies Copies to: BUILL)EK, HL" rKUVlUL' K ANL Dull,"111" axr,rt+n■'"u" a HERS RATER O IANCE STATEMENT The house was: ✓ YTested ✓ ❑ Approved as part of sample testing, but was not tested As the HERS rater providing diagnostic testing and field verification., 1. certify that the house identified c this form complies with the diagnostic tested compliance requirements as checked on this form. ✓ ❑ The installer has provided a copy of CF -611 (Installation Certificate). ✓ ❑ ADEQUATE AIRFLOW VERIFICATION Prncedures inr field verification and diagnostic teslina ofadequate airflow are available in R4CM, Appendix RE4.1. Pro Method For Airflow Measurement ❑ Yes ❑ No I Duct design exists on plans 0 RE4.1.1 ❑ RE4.1.2 ❑ 1 RE4.1.3 Fan Flow Using Flow Capture Hood _Fan Flow lasing Plenum Pressure Matching Fan Flow Using Flow Grid Measurement Measured Airflow: Rated Tons: ✓ I ❑ Yes I El No I Measured airflow is than the criteria in Table RE -2 ❑ Yes is a vass Pass ✓ ❑ MAXIMUM COOLING CAPACITY r_ --j _ .,:L.Rh ;- 1PAria AnnvndiY RF3- rCeuur(:J ✓ u� Ev.:mrrnrrsrrr rww,..a..r...vv.... ❑ Yes No .--.-....-------- Adequate airflow verified (see adequate airflow credit) 2 ✓ es ❑ No Refrigerant charge or TXV 3 ✓ ❑ Yes ❑ No Duct leakage reduction credit verified Cooling capacities of installed systems are S to maximum cooling 4 ✓ ❑ Yes ❑ No capacity indicated on the Performance's CF -1 R and RF -3 - if the cooling capacities of installed systems are> than maximum 5 ✓ ❑ Yes ❑ No cooling capacity in the CF -1 R, then the electrical input for the installed systems must be _< to electrical input in the CF -1 R. Yes to 1, 2, and 3; and Yes to either 4 or 5 is a 2ass Total CFM cfm/ton ❑ Fail Pass Fail ✓ ❑ HIGH EER AIR CONDITIONER Procedures or ve is tion are available in RACM, Apyyndix R1. .1 ✓ ❑ No EER values of installed systems match the CF -IR 2 ✓ 0 No For lits stem, indoor coil is matched to outdoor coil ✓ 3 ✓ Yes 0 No Time Delay Relay Verified (if Required) 11Yes to 1 and 2; and 3 (If Required) is a pass Pass Fail Residential Compliance Forms April 2005 Mar 01 09 09:32p ROMAN DIAZ 760-398-2116 p.7 CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING (Page 5 of 8) CF -4R Project Address _ c` c G Builder Nia -e 1 1 2L n� Builder C' tact ✓ Telephone Pian Number H ERS Rater ` 1 Telephone Sample GroupNumber ❑ Yes 1 Certifying Signature Duct leakage reduction credit verified ate Sample House Number Firm. �—' cfinRon HERS Provid c- e, / A - Street Address: c� S` S� 3� ❑ No City/ tatelZip: Cft �ZZ Copies to: BUILDER, HERS PROVIDERAND BUILDING DEPARTMENT HERS RATER CrT P LANCE STATEMENT The house was: -I'ested✓ ❑ Approved as part of sample testing, but was not tested As the HERS rater providing diagnostic testing and field verification, I certify that the house identified on this form complies with the diagnostic tested compliance requirements as checked on this form. ✓ ❑ The installer has provided a copy of CF -6R (Installation Certificate). ✓ ❑ ADEQUATE AIRFLOW VERIFICATION Procedures or veld verification and diagnostic testing of adequate airflow are available in RACM, Appendix RE4.1. Method For Airflow Measurement I'' I ❑ Yes I ❑ No I Duct design exists on plans ❑ RE4.1.3 Diagnostic Fan Flow Using Flow Capture Hood 1 ❑ Yes No ❑ RE4.1.2 Diagnostic Fan Flow Using Plenum Pressure Matching ✓ es ❑ RE4.1.3 Diagnostic Fan Flow Using Flow Grid Measurement 3 ✓ ❑ Yes Measured Airflow: Duct leakage reduction credit verified Total CFM ✓ Rated Tons: ❑ No cfinRon 5 ✓ ❑ Yes ❑ No ✓ ❑ Yes ❑ No Measured airflow is greater than the criteria in Table RE -2 ❑ ❑ Yes is a oass I Pass I Fail ✓ ❑ MAXIMUM COOLING CAPACITY Procedures for determining maximum cooliniz load capacity are available in RACM, Appendix RF3. 1 ✓ 1 ❑ Yes No Adequate airflow verified (see adequate airflow credit) 2 ✓ es ❑ No Refrigerant charge or TXV 3 ✓ ❑ Yes ❑ No Duct leakage reduction credit verified 4 ✓ ❑ Yes ❑ No Cooling capacities of installed systems are <_ to maximum cooling capacity indicated on the Performance's CF -IR and RF -3. 5 ✓ ❑ Yes ❑ No If the cooling capacities of installed systems are> than maximum cooling capacity in the CF -1R, then the electrical input for the installed systems must be:5 to electrical input in the CF -1R. Yes to 1, 2 and 3• and Yes to either 4 or 5 is a pass . ✓ ❑ HIGH EER AIR CONDITIONER Procedures for ve rc'q ion are available in RA CM, Appendix PJ I ✓ ❑ No EER values of installed systems match the CF -1 R 2 ✓ ❑ No For split system, indoor coil is matched to outdoor coil 3 ✓ Ei Yes ❑ No Time Delay Relay Verified (If Required) Yes to 1 and 2; and 3 (If Required) is a pass Pass Fail Residential Compliance Forms April 2005 LATERAL ANALYSIS SECTION Ll LONGITUDINAL AVERAGE ROOF HEIGHT UPPER LEVEL = 22.00 FT. WALL HEIGHT = 9.00 FT./ WIND FORCE AT UP TO 25 FT = 19.49 PSF ✓ / WIND LOAD = 19.49 x (26.00 - 9.00/2 - 11.00) = 204.65 PLFJ SEISMIC LOAD = 0.175 x (24.00x26.00) + (15.00x2x4.50) + (10.00xlx4.50)) = 140.70 PLF AVERAGE FLOOR HEIGHT LOWER LEVEL = 11.00 PSF WALL HEIGHT = 10.00 FTe" WIND FORCE AT UP TO 15 FT = 17.36 PSF/ . WIND LOAD = 17.36 x (20.00 - 10.00/2 - 4.50) = 182.28 PLF/ SEISMIC LOAD = 0.175 x (15.00x22.00) + (15.00x2x10.00) + (10.00xlx10.00)) = 127.75PLF� TOTAL WIND = 386.93 PLF / TOTAL SEISMIC = 268.45 PLF' REDISTRIBUTE SHEAR 140.70x20 + 127.75x10 = 4091.50 LBS SHEAR AT ROOF = 140.70x20x268.93/ 4091.50 = 184.96 PLF SHEAR AT FLOOR = 127.75x10x268.93/ 4091.50 = 83.97 PLF SECOND FLOOR WIND GOVERNS = 204.65 PLF' FIRST FLOOR WIND GOVERNS = 386.93 PLF J MAX. SHEAR = 204.65x16.00 / 2x22 = 74.42 PLF CHORD FORCE (204.65 x 16.00 x 16.00) / (8 x 22.00) = 297.67 LBS USE (6) 16D' S PER TOP PLATE SPLICE MAX. SHEAR = 386.93x21 / 2x22 = 184.67 PLF I/ CHORD FORCE _ (386.93x21.00x21.00) / (8 x 22.00) = 969.53 LBS USE (8) 16D' S PER TOP PLATE SPLICE iLATERAL ANALYSIS ' SECTION L2 LONGITUDINAL AVERAGE ROOF HEIGHT = 20.00 FT. WALL HEIGHT = 10.00 FT. ' WIND FORCE AT UP TO 20 FT = 18.51 PSF WIND LOAD = 18.51 x (20.00 - 10.00/2) = 277.65 PLF SEISMIC LOAD = 0.175 x ((24.00x50.00) + (15.00xW.00) + (10.00x3x5)) = 288.75 PLF ' SEISMIC GOVERNS = 288.75 PLF MAX SHEAR = (288.75 x 35.00) / (2 x 50.00) = 101.06 PLF CHORD FORCE = (288.75 x 24.00 x 24.00) / (8 x 55.00) = 606.38 LBS USE (6) 16D' S PER TOP PLATE SPLICE ' SECTION L3 LONGITUDINAL AVERAGE ROOF HEIGHT = 17.00 FT. WALL HEIGHT = 10.00 FT. WIND FORCE AT UP TO 20 FT = 18.51 PSF WIND LOAD = 18.51 x (18.00- 10.00/2) = 240.63 PLF SEISMIC LOAD = 0.175 x ((24.00x36.00) + (15.00x2x10.00) + (10.00x2xl0.00)) = 229.95 PLF WIND GOVERNS = 240.63 PLF MAX SHEAR = (240.63 x 20.00) / (2 x 36.00) = 66.84 PLF ' CHORD FORCE = (240.63 x 20.00 x 20.00) / (8 x 36.00) = 334.29 LBS USE (8) 16D' S PER TOP PLATE SPLICE ' SECTION L4 LONGITUDINAL AVERAGE ROOF HEIGHT = 23.00 FT. WALL HEIGHT = 19.00 FT. WIND FORCE AT UP TO 25 FT = 19.49 PSF WIND LOAD = 19.49 x (23.00- 19.00/2) = 263.12 PLF SEISMIC LOAD = 0.175 x ((24.0006.00) + (15.00x2x10.00) + (10.00x2x10.00)) = 238.70 PLF SEISMIC GOVERNS = 238.70 PLF MAX SHEAR = (238.70 x 24.00) / (2 x 36.00) = 79.57 PLF CHORD FORCE = (238.70 x 24.00 x 24.00) / (8 x 36.00) = 477.40 LBS USE (6) 16D'S PER TOP PLATE SPLICE LATERAL ANALYSIS SECTION TI TRANSVERSE AVERAGE ROOF HEIGHT UPPER LEVEL2.00 FT. WALL HEIGHT = 9.00 FT.� WIND FORCE AT UP TO 25 FT = 19.49 PSF WIND LOAD = 19.49 x (26.00 - 9.00/2 - 11.00) = 204.65 PLF SEISMIC LOAD = 0.175 x (24.0002.00) + (15.00x2x4.50) + (10.00xlx4.50)) = 165.90 PLF AVERAGE FLOOR HEIGHT LOWER LEVEL = 11.00 PSF WALL HEIGHT = 10.00 FT.J WIND FORCE AT UP TO 15 FT = 17.36 PSP / WIND LOAD = 17.36 x (20.00 - 10.00/2 - 4.50) = 182.28 PLFJ SEISMIC LOAD = 0.175 x (15.00x26.00) + (15.00x2x10.00) + (10.00xlx10.00)) = 138.25PLF TOTAL WIND = 386.93 PLFJ TOTAL SEISMIC = 304.15 PLFJ REDISTRIBUTE SHEAR 165.90x20 + 138.25x10 = 4700.50 LBS J SHEAR AT ROOF = 165.90x20x304.15/ 4700.50 = 214.69 PLF SHEAR AT FLOOR = 138.25x10x304.15/ 4700.50 = 89.46 PLF4 SECOND FLOOR SEISMIC GOVERNS = 214.69 PLF FIRST FLOOR WIND GOVERNS = 386.93 PLF MAX. SHEAR = 214.69x22.00 / 2x26 = 90.83 PLF CHORD FORCE _ (214.69 x 22.00 x 22.00) / (8 x 26.00) = 499.68 LBS USE (6) 16D' S PER TOP PLATE SPLICE MAX. SHEAR = 386.93x22 / 2x26 = 163.70 PLF CHORD FORCE _ (386.93x22.00x22.00) / (8 x 26.00) = 900.36 LBS USE (8) 16D' S PER TOP PLATE SPLICE LATERAL ANALYSIS 1 SECTION T2 TRANSVERSE AVERAGE ROOF HEIGHT = 20.00 FT. WALL HEIGHT = 10.00 FT. WIND FORCE AT UP TO 20 FT = 18.51 PSF WIND LOAD = 18.51 x (20.00 - 10.00/2) = 277.65 PLF SEISMIC LOAD = 0.175 x ((24.00x42.00) + (15.00x2x5.00) + (10.00x3x5)) = 228.90 PLF WINDGOVERNS = 277.65 PLF MAX SHEAR = (277.65x 21.00) / (2 x 42.00) = 69.41 PLF CHORD FORCE _ (277.65 x 21.00 x 21.00) / (8 x 42.00) = 364.43 LBS USE (6) 16D'S PER TOP PLATE SPLICE SECTION T3 TRANSVERSE AVERAGE ROOF HEIGHT = 17.00 FT. WALL HEIGHT = 10.00 FT. WIND FORCE AT UP TO 20 FT = 18.51 PSF WIND LOAD = 18.51 x (18.00- 10.00/2) = 240.63 PLF ' SEISMIC LOAD = 0.175 x ((24.0008.00) + (15.00x2x10.00) + (10.00x2x10.00)) = 247.10 PLF SEISMIC GOVERNS = 247.10 PLF MAX SHEAR = (247.10 x 19.00) / (2 x 38.00) = 61.78 PLF ' CHORD FORCE _ (247.10 x 19.00 x 19.00) / (8'x 38.00) = 293.43 LBS USE (6) 16D'S PER TOP PLATE SPLICE SECTION T4 TRANSVERSE ' AVERAGE ROOF HEIGHT = 23.00 FT. WALL HEIGHT = 19.00 FT. WIND FORCE AT UP TO 25 FT = 19.49 PSF ' WIND LOAD = 19.49 x (23.00- 19.00/2) = 263.12 PLF SEISMIC LOAD = 0.175 x ((24.00x26.00) + (15.00x2x10.00) + (10.00x2x10.00)) = 196.70 PLF SEISMIC GOVERNS = 196.70 PLF ' MAX SHEAR = (196.70 x 20.00) / (2 x 26.00) = 75.65 PLF CHORD FORCE _ (196.70 x 20.00 x 20.00) / (8 x 26.00) = 378.27 LBS USE (6) 16D'S PER TOP PLATE SPLICE LATERAL ANALYSIS SHEAR WALL # 1 LEFT OF CASITA TOTAL LOAD = 204.65 x 16.00/2 = 1637.20 LBS. ' SHEAR WALL LENGTH = 17.00 FT. SHEAR WALL = 1637.2 / 17.00 = 96.30 PLF. USE SHEAR WALL TYPE 10 WITH 16D'S AT 4" O/C SILL PLATE NAILING. MAX. DRAG LOAD = 266.52 LBS. USE ( 6 ) 16D'S PER TOP PLATE SPLICE. MAX. UPLIFT LOAD = 62.38 LBS. NO HOLDOWNS REQUIRED SHEAR WALL # 2 RIGHT OF CASITA TOTAL LOAD = 204.65 x 26.00/2 = 2660.45 LBS. SHEAR WALL LENGTH = 7.00 + 7.00 = 14.00 FT. SHEAR WALL = 2660.45 / 14.00 = 190.03 PLF. ' USE SHEAR WALL TYPE 10 WITH 16D'S AT 4" O/C SELL PLATE NAILING MAX. DRAG LOAD = 665.95 LBS. USE.(6)16D'S PER TOP PLATE SPLICE MAX. UPLIFT LOAD = 1392.35 LBS. USE SI PSON CS16 STRAP EACH END. 1 SHEAR WALL # 3 RIGHT OF CASITA BEDROOM ' TOTAL LOAD = 204.65 x 10.00/2 = 1023.25 LBS. SHEAR WALL LENGTH= 15.00 FT. SHEAR WALL = 1023.25 / 15.00 = 68.22 PLF USE SHEAR WALL TYPE 10 WITH 16D'S AT 4" O/C SILL PLATE NAILING MAX. DRAG LOAD = 39.52 LBS. USE (6) 16D'S PER TOP PLATE SPLICE. MAX. UPLIFT LOAD = 121.65 LBS. NO HOLDOWNS REQUIRED SHEAR WALL # 4 REAR OF CASITA ' TOTAL LOAD = 214.69 x 20.00/2 = 2146.90 LBS. SHEAR WALL LENGTH = 9.00 + 6.50 = 15.50 FT. SHEAR WALL = 2146.90 / 15.50 = 138.51 PLF. USE SHEAR WALL TYPE 10 WITH 16D'S AT 4" O/C SILL PLATE NAILING MAX. DRAG LOAD = 695.383 LBS. USE (6) 16D'S PER TOP PLATE SPLICE. MAX. UPLIFT LOAD = 742.35 LBS. NO HOLDOWN REQUIRED. SHEAR WALL # 5 FRONT OF CASITA TOTAL LOAD = 214.69 x 20.00/2 = 2146.90 LBS. SHEAR WALL LENGTH = 16.00 (around window) = 12.00FT. SHEAR WALL = 2146.90 / 14.00 = 153.36 PLF. USE SHEAR WALL TYPE 10 WITH 16D'S AT 4" O/C SELL PLATE NAILING MAX. DRAG LOAD = 83.76 LBS. USE (6) 16D'S PER TOP PLATE SPLICE. MAX. UPLIFT LOAD = 407.40 LBS. NO HOLDOWN REQUIRED LATERAL ANALYSIS ' SHEAR WALL # 16 RIGHT OF OWNER SUITE AND OUTDOOR LAUNGE TOTAL LOAD = 240.63 x 22.00/2 = 2646.93 LBS. USE USE (2) HARDY FRAME PANELS HF8x24 7/8 AND FIF9 x 24 7/8 1 SHEAR WALL CAPACITY = 3410.00 + 3010.00 = 6420.00 LBS. MAX. DRAG LOAD = 1325.88 LBS. USE ( 12) 16D'S PER TOP PLATE SPLICE. USE (2) #5 BARS TOP AND BOTTOM 8'-0" PAST SIMPSON WALL EACH WAY. SHEAR WALL # 17 LEFT OF M. BDRM TOTAL LOAD = 240.63 x 40.00/2 = 4812.60 LBS. SHEAR WALL LENGTH = 8.00 FT. SHEAR WALL = 4812.60 / 8.00 = 601.58 PLF ' USE SHEAR WALL TYPE 13 WITH 5/8 x 12 A.B. AT 8" O/C WITH 2x SILL PLATE MAX. DRAG LOAD = 2092.17 LBS. USE ( 16 ) 16D'S PER TOP PLATE SPLICE. MAX. UPLIFT LOAD = 5715.25 LBS. USE SIMPSON HD8A HOLDOWN EACH END. SHEAR WALL # IS LEFT OF M. BATHROOM ' TOTAL LOAD = 240.63 x 30.00/2 = 3609.45 LBS. SHEAR WALL LENGTH = 8.00 FT. SHEAR WALL = 3609.45 / 8.00 = 451.18 PLF. ' USE SHEAR WALL TYPE1 WITH 5/8 x 12 A.B. AT j5" O/C WITH 2x SELL PLATE MAX. DRAG LOAD = 1546.1 LBS. USE ( 12) 16D'S PER TOP PLATE SPLICE ' MAX. UPLIFT LOAD = 3957.05 LBS. USE SMSON BPA35 HOLDOWN EACH END. SHEAR WALL # 19 REAR OF BAR TOTAL LOAD = 247.10 x 26.00/2 = 3212.30 LBS. SHEAR WALL LENGTH = 5.00 FT. SHEAR WALL = 3212.30 / 5.00 = 642.46 PLF. USE SHEAR WALL TYPE 13 WITH 5/8" x 12" A.B. AT 8" O/C WITH 2x SILL PLATE MAX. DRAG LOAD = 1168.00 LBS. USE ( 10) 16D'S PER TOP PLATE SPLICE. MAX. UPLIFT LOAD = 7613.63 LBS. USE SHvIPSON HD8A HOLDOWN EACH END. SHEAR WALL # 20 REAR OF M. BDRM. TOTAL LOAD = 247.10 x 46.00/2 = 5683.30 LBS. SHEAR WALL LENGTH = 11.00 FT. ' SHEAR WALL = 5683.30 /11.00 = 516.66 PLF. USE SHEAR WALL TYPE 13 WITH 5/8" x 12" A. B. AT 8" O/C. WITH 2x SILL PLATE MAX. DRAG LOAD = 1200.00 LBS. USE ( 10) 16D'S PER TOP PLATE SPLICE. MAX. UPLIFT LOAD = 4408.68 LBS. USE SIlVIPSON BPA35 HOLDOWN EACH END. LATERAL ANALYSIS SHEAR WALL # 21 FRONT OF M. BDRM. TOTAL LOAD = 247.10 x 16.00/2 = 1976.80 LBS. SHEAR WALL LENGTH = 6.50 FT. SHEA WALL = 1976.80 / 6.50 = 304.12 PLF. USE SHEAR WALL TYPE 11 WITH 5/8" x 12" A. B. AT 32" 0/C MAX. DRAG LOAD = 988 LBS. USE ( 8 ) 16D'S PER TOP PLATE SPLICE. MAX. UPLIFT LOAD = 2933.15 LBS. USE SIIVIPSON HTT22 HOLDOWN EACH END. SHEAR WALL # 22 FRONT OF M. BATHROOM TOTAL LOAD = 247.10 x 30.00/2 = 3706.50 LBS. SHEAR WALL LENGTH = 11.00 FT. SHEAR WALL = 3706.50 / 11.00 = 336.95 PLF USE SHEAR WALL TYPE 11 WITH 5/8" x 12" A. B. AT 32" O/C. ■ MAX. DRAG LOAD = 1235.33 LBS. USE ( 12) 16D'S PER TOP PLATE SPLICE. MAX. UPLIFT LOAD = 2818.82 LBS. USE SHViPSON HPA35 HOLDOWN EACH END. SHEAR WALL # 23 REAR OF BDRM #2 AND #3 TOTAL LOAD = 277.65 x 40.00/2 = 5553.00 LBS. SHEAR WALL LENGTH = 11.00 + 9.00 = 20.00 FT. SHEAR WALL = 5333.00 / 20.00 = 266.65 PLF. USE SHEAR WALL TYPE 11 WITH 5/8" x 12" A. B. AT 32"O/C. MAX. DRAG LOAD = 1066.60 LBS. USE ( 8 ) 16D'S PER TOP PLATE SPLICE MAX. UPLIFT LOAD = 2366.65 LBS. USE SIMPSON HPA35 HOLDOWN EACH END. SHEAR WALL # 24 FRONT OF BDRM #3 ' TOTAL LOAD = 277.65 x 21.00/2 = 2915.33 LBS. SHEAR WALL LENGTH = 6.50 PLF. SHEAR WALL = 2915.33 / 6.50 = 448.51 PLF USE SHEAR WALL TYPE 12 WITH 5/8" x 12" A. B. AT 12"O/C. WITH 2x SILL PLATE MAX. DRAG LOAD= 1966.60 LBS. USE( 16) 16D'S PER TOP PLATE SPLICE MAX. UPLIFT LOAD = 3943.43 LBS. USE SIMPSON HTT22 HOLDOWN EACH END. SHEAR WALL # 25 STEEL COLUMN AT REAR OF COVERED LIVING TOTAL LOAD = 196.70 x 14.00/2 = 1376.90 LBS. USE (2) CANTILEVER STEEL COLUMNS ' AT CANTILEVER STEEL COLUMN R = 2.2 SHEAR LOAD = 1377.00 x 4.5 / 2.2 = 2816.59 LBS LOAD EACH COLUMN= 2816.59 / 2 = 1408.29 LBS ISEE STEEL COLUMN AND FLAG POLE FOOTING DESIGN LATERAL ANALYSIS SHEAR WALL # 26 REAR OF MORNING TOTAL LOAD = 247.10 x 26.00/2 = 3212.30 LBS. SHEAR WALL LENGTH = 7.50 FT. SHEAR WALL = 3212.30 / 7.50 = 420.31 PLF USE SHEAR WALL TYPE 12 WITH 5/8" x 12" A. B. AT 12" O/C. WITH 2x SILL PLATE MAX. DRAG LOAD = 1364.98 LBS. USE ( 12 ) 16D'S PER TOP PLATE SPLICE. MAX. UPLIFT LOAD = 5334.43 LBS. USE SIMPSON HTT22 HOLDOWN EACH END. SHEAR WALL # 27 FRONT OF KITCHEN TOTAL LOAD = 247.10 x 32.00/2 = 3953.60 LBS. SHEAR WALL LENGTH = 9.00 FT. SHEAR WALL = 3953.60 / 9.00 = 439.29 PLF USE SHEAR WALL TYPE 12 WITH 5/8" x 12" A. B. AT 12'.'O/C. WITH 2x SILL PLATE MAX. DRAG LOAD = 1606.06 LBS. USE ( 12) 16D'S PER TOP PLATE SPLICE. MAX. UPLIFT LOAD = 3241.85 LBS. USE SIMPSON BPA35 HOLDOWN EACH END. SHEAR WALL # 28 FRONT OF DINING. TOTAL LOAD = 247.10 x 20.00/2 = 2471.00 LBS. SHEAR WALL LENGTH = 5.00 + 5.00 = 10.00 FT. SHEAR WALL = 247 1. 00 / 10.00 = 247.10 PLF USE SHEAR WALL TYPE 11 WITH 5/8" x 12" A. B. AT 32" O/C. MAX. DRAG LOAD = 655.88 LBS. USE ( 6 ) 16D'S PER TOP PLATE SPLICE. MAX. UPLIFT LOAD = 2041.70 LBS. USE SUVIPSON BPA35 HOLDOWN EACH END. SHEAR WALL # 29 REAR OF 1 -CAR GARAGE TOTAL LOAD = 277.65 x 24.00/2 = 3331.80 LBS. SHEAR WALL LENGTH = 6.50 FT. SHEAR WALL =3331.80/6.50=512.58 PLF USE SHEAR WALL TYPE 13 WITH 5/8" x 12" A. B. AT 8" OIC. WITH 2x SILL PLATE MAX. DRAG LOAD = 1249.43 LBS. USE ( 12 ) 16D'S PER TOP PLATE SPLICE. MAX. UPLIFT LOAD = 4041.70 LBS. USE SIMPSON HTT22 HOLDOWN EACH END. SHEAR WALL # 30 RIGHT OF 1 -CAR GARAGE TOTAL LOAD = 277:65 x 21.00/2 = 2915.33 LBS. SHEAR WALL LENGTH = 6.00 FT. SHEAR WALL = 2915.33 / 6.00 = 5485.89 PLF USE SHEAR WALL TYPE 13 WITH 5/8" x 12" A. B. AT 8" O/C. WITH 2x SILL PLATE MAX. DRAG LOAD = 1649.43 LBS. USE ( 12 ) 16D'S PER TOP PLATE SPLICE. MAX. UPLIFT LOAD = 4558.40 LBS. USE SIMPSON HTT22 HOLDOWN EACH END. LATERAL ANALYSIS ' SHEAR WALL # 31 REAR OF 2 -CAR GARAGE TOTAL LOAD = 386.93 x 22.00/2 = 4256.23 LBS. SHEAR WALL LENGTH= 10.00 FT. 1 SHEAR WALL = 4256.23 / 10.00 = 1425.63 PLF USE SHEAR WALL TYPE 12 WITH 5/8" x 12" A. B. AT 12" O/C. WITH 2x SILL PLATE MAX. DRAG LOAD = 1064.34 LBS. USE (8) 16D'S PER TOP PLATE SPLICE ' MAX UPLIFT LOAD = 3755.75 LBS. USE SEMPSON HTT22 HOLDOWN EACH END I SHEAR WALL # 32 FRONT OF 2 -CAR GARAGE TOTAL LOAD = 386.93 x 22.00/2 = 4256.23 LBS. SHEAR WALL LENGTH = 5.00 FT ' SHEAR WALL = 4256.23 / 5.00. = 851.39 PLF USE SHEAR WALL TYPE 14 WITH 5/8" x 12" A. B. AT 12" O/C W/ 3x SILL PLATE MAX. DRAG LOAD = 2493.87 LBS. USE (22) 16D'S PER TOP PLATE SPLICE. MAX. UPLIFT LOAD = 7787.73 LBS. USE S11\4PSON HD8A HOLDOWN EACH END. rSHEAR WALL # 33 RONT OF 2 -CAR GARAGE TOTAL LOAD = 247.10 x 8.00/2 = 988.40 LBS. SHEAR WALL LENGTH = 10.00 FT AROUND WDADOW = 8.00 FI' SHEAR WALL = 988.40 / 8.00 = 123.55 PLF USE SHEAR WALL TYPE 10 WITH 5/8" x 12" A. B. AT 48" O/C. ' MAX. DRAG LOAD = 493.87 LBS. USE (22) 16D'S PER TOP PLATE SPLICE. MAX. UPLIFT LOAD = 387.73 LBS. NO HOLDOWNS REQUIRED. To specify your title block on Title: .lob # these five lines, use the SETTINGS Dsgnr: Date: 6:50AM, 26 JUN 06 main menu selection, choose the Description Printing & Title Block tab, and ent Scope: : vour title block information. Rev: 550100 User: Kw -0604868. Ver 5.5.0. 25 -Sep -2001 Combined Footing Design Page 1 (c)1983-2001 ENERCALC Engineering Software Description S.W. # 15 STEEL COLUMNS AT GREAT ROOM Dimensions summary General Information Footing Size... Calculations are designed to ACI 318-95 and 1997 UBC Requirements Allow Soil Bearing 1,500.0 psf fc 2,500.0 psi Seismic Zone 4 Fy 40,000.0 psi Concrete Wt 145.0 pcf Min As Pct 0.0014 ' Short Term Increase 1.33 Distance to CL of Rebar 3.50 in Overburden 0.00 psf Live & Short Term Load Combined Dimensions summary Footing Size... Footing Design OK Column Support Pedestal Sizes Distance Left 8.00 It #1 : Square Dimension 0.00 In Dist. Betwn Cols 1.00 It ...Height 0.00 in Distance Right 8.00 It #2: Square Dimension 0.00 in Footing Length 17.00 ft 1,995.00 psf ...Height 0.00 in Width 1.75 ft ' Max Shear Stres: Thickness 18.00 in Steel Req'd @ Cente 0.894 in2/ft Loads Allowable Vertical Loads... Steel Req'd @ Righ. 0- Left Column 91) Right Column Dead Load Min. Overturning Stabili 5.000 k 5.000 k Live Load 6.000 k 6.000 k Short Term Load k k Applied Moments... Actual Allowable ACI Factored Dead Load Dead + Live k -ft k -ft Live Load 1 0.000 ft k -ft k -ft Short Term Load Eq. 9-2 77.5 psf 38.000 k -ft 38.000 k -ft summary Footing Design OK Length = 17.00ft. Width = 1.75ft, Thickness = 18.00in, Dist. Left = 8.00ft, Btwn. = 1.00ft, Dist. Right = 8.00ft Maximum Soil Pressure 1,858.63 psf Allowable 1,995.00 psf Steel Req'd @ Lef 0.894 in2/ft ' Max Shear Stres: 70.00 psi Steel Req'd @ Cente 0.894 in2/ft Allowable 85.00 psi Steel Req'd @ Righ. 1.525 in2/ft Min. Overturning Stabili 3.184:1 ' Soil Pressures Soil Pressure @ Left Actual Allowable ACI Factored Eccentricity Dead + Live 957.0 1,500.0 psf Eq. 9-1 1,460.8 psf 0.000 ft Dead+Live+Short Term 55.4 1,995.0 psf Eq. 9-2 77.5 psf 2.669 ft I Soil Pressure @ Right End Eq. 9-3 28.8 psf Dead + Live 957.0 1,500.0 psf Eq. 9-1 1,460.8 psf 0.000 ft Dead+Live+Short Term 1,858.6 1,995.0 psf Eq. 9-2 2,602.1 psf 2.669 It 1 Stability Ratio 3.2 :1 Eq. 93 967.7 psf To specify your title block on Title : Job # these five lines, use the SETTINGS Dsgnr: Date: 6:50AM, 26 JUN 06 main menu selection, choose the Description Printing & Title Block tab, and ent Scope: your title block information. 5.41 k-ft/ft Rev: 550100 User. KW -0604868. Ver 5.5.0.25Sep-2001Combined Footing Design Page 2 (0)1983-2001 ENERCAL C Engineering Software 35.81 k-ft/ft Description S.W. # 15 STEEL COLUMNS AT GREAT ROOM I Moment&Shear Summary (values for moment are given per unit width offool ing) Moments... ACI 9-1 ACI 9-2 ACI 93 Mu @ Col #1 37.00 k-ft/ft 5.41 k-ft/ft -0.63 k-ft/ft Mu Btwn Cols 37.00 k-ft/ft 35.81 k-ft/ft 29.77 k-ft/ft ' Mu @ Col #2 37.00 k-ft/ft 60.85 k-ft/ft 19.99 k-ft/ft One Way Shears... Vn : Allow' 0.85 85.000 psi 85.000 psi 85.000 psi Vu @ Col #1 45.133 psi 10.824 psi 0.805 psi Vu Btwn Cols 0.000 psi 0.000 psi 0.000 psi Vu @ Col #2 45.133 psi 69.996 psi 22.811 psi Two Way Shears... ' Vn : Allow' 0.85 170.000 psi 170.000 psi 170.000 psi Vu @ Col #1 18.444 psi 16.643 psi 5.469 psi Vu @ Col #2 18.444 psi 15.510 psi 4.452 psi Reinforcing ( values given per unit width of footing) @ Left Edge of col #1 Between Columns @ Right Edge of Col #2 Ru/Phi As Req'd Ru/Phi As Req'd Ru/Phi As Req'd ACf 9-1 195.54 psi 0.894 in2/ft 195.54 psi 0.894 (n2/ft 195.54 psi 0.894 in2/ft ' ACI 9-2 28.58 psi 0.244 in2tft 189.24 psi 0.870 in2Jft 321.58psi 1.525 in2/ft AC 19-3 3.32 psi -0.244 in2ift 157.33 psi 0.870 in2/ft 105.64psi 0.627 in2/ft ACI Factors (per ACI, applied intemally to entered loads) ' ACI 9-1 & 9-2 DL 1.400 ACI 9-2 Group Factor 0.750 UBC 1921.2.7 "14' Factor 1.400 ACI 9-1 & 9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7 "0.9" Factor 0.900 ACI 9-1 & 9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 ....seismic = ST • : 1.100 To specify your title block on Title: these five lines, use the SETTINGS Dsgnr: main menu selection, choose the Description ' Printing & Title Block tab, and ent Scope: your title -block information: Y -Y Sidesway : Sway Allowed User kW -0604968. Ver 5.5.0. 25 -Sep -2001 Steel Column (c)1983-2001 ENERCALC Engineering Software Description S.W. # 25 STEEL COLUMN AT REAR COVERED LIVING Job # Date: 10:53AM, 26 JUN 06 Page 1 General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section P6STD Fy 36:00 ksi X -X Sidesway : Sway Allowed fb : xx Actual Duration Factor 1.330 Y -Y Sidesway : Sway Allowed Column Height 10.000 ft Elastic Modulus 29,000.00 ksi End Fixity Fix -Free X -X Unbraced 10.000 It Kxx 2.000 Live & Short Term Loads Combined Y -Y Unbraced 0.000 ft Kyy 2.000 Loads 0.00 ksi Analysis Values Axial Load... Dead Load 3.00 k 13,056 psi Ecc. for X -X Axis Moments 0.000 in Live Load 2.00 k 1.75 Ecc. for Y -Y Axis Moments 0.000 in Short Term Load k 0.85 Cb:y DL+LL 1.75 Point lateral Loads... DL LL ST Height Along Y -Y (strong axis moments) 1.00 1.400 k 10.000 ft Along X -X ( y moments) Cm:y DL+LL+ST 0.85 k ft Column Design OK Section: P6STD, Height = 10.00ft, Axial Loads: DL = 3.00. LL = 2.00, ST = 0.00k. Ecc. = 0.000in Unbraced Lengths: X -X = 10.00ft, Y -Y = 0.00ft Combined Stress Ratios Dead Live DL + LL DL + ST + (LL if Chosen) AISC Formula H1 - 1 AISC Formula H1 - 2 AISC Formula H1 -3 0.0445 0.0297 0.0742 0.6825 XX Axis : Fa caic'd per 1.5-1, WUr < Cc YY Axis : Fa calc'd Der 1.5-1. K`Ur < Cc Stresses Allowable 8. Actual Stresses. Dead. LiveDL + LL i DL +Short Fa: Allowable 12.08 ksi 12.08 ksi 12.08 ksi 16.07 ksi fa: Actual 0.54 ksi 0.36 ksi 0.90 ksi 0.90 ksi Fb:xx : Allow [F3.1 j 23.76 ksi 23.76 ksi 23.76 ksi 31.60 ksi fb : xx Actual 0.00 ksi 0.00 ksi 0.00 ksi 19.80 ksi Fb:yy : Allow [F3.11 23.76 ksi 23.76 ksi 23.76 ksi 31.60 ksi fb : yy Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi Analysis Values DL+LL 13,056 psi Cm:x DL+LL 0.85 Cb. -x DL+LL 1.75 F'ey : DL+LL 99,999,999 psi. Cm:y DL+LL 0.85 Cb:y DL+LL 1.75 F'ex : DL+LL+ST 17,364 psi Cmx DL+LL+ST 0.85 Cb:x DL+LL+ST 1.00 F'ey : DL+LL+ST. 132999,999 psi Cm:y DL+LL+ST 0.85 Cb:y DL+LL+ST 1.75 Max X -X Axis Deflection -0.990 in 'at 10.000 It Max Y -Y Axis Deflection 0.000 in at 0.000 ft To specify your title block on Title: Job # these five lines, use the SETTINGS Dsgnr: Date: 10:53AM. 26 JUN 06 main menu selection, choose the Description Printing & Title Block tab, and ent Scope your title block information. Rev -,550100 User. M-0604868. Ver 5.5.0. 25 -Sep -2001 Steel Column Page 2 (0)1983-2001 ENERC.ALC-Engineering sof wore Description S.W. # 25 STEEL COLUMN AT REAR COVERED LIVING s Section Properties P6STD Diameter 6.63 in Weight 18.95 #/ft 1 -rot 28.10 in4 Area 5.58 in2 I -YY 28.10 in4 S -roc 8.483 in3 Thickness 0.280 in S -YY 8.483 in3 r -roc 2.244 in r-yy 2.244 in To specify your title block on Title: these five lines, use the SETTINGS Dsgnr: main menu selection, choose the Description: Printing & Title Block tab, and ent 1,500.00 Psf your title block information. Scope 1.330 Rev: 550100 ' User. Kw -0604888. Ver 5.5.0. 25-Sep-2001Pole Embedment in Soil 554.15 psf {c),983-2001 ENERCA.LC Engineering Software Width Description SHEAR WALL # 25 AT REAR COVERED OUTDOOR LIVING General Information 14,000.00 ft-# Total Moment 14,000.00 ft-# Distributed load Allow Passive 250.00 pcf Applied Loads... Max Passive 1,500.00 Psf Point Load _Load duration factor 1.330 distance from base Pole is Rectangular 554.15 psf Width 32.000 in Distributed Load No Surface Restraint distance to top distance to bottom Moments @ Surface... Job # Date: 10:54AM. 26 JUN 06 1,400.00 lbs 10.000 ft 0.00 #/ft 3.000 ft n nnn e Point load 14,000.00 ft-# Total Moment 14,000.00 ft-# Distributed load 0.00 Total Lateral 1.400.00 lbs Without Surface Restraint... Required Depth 5.000 ft Press @ 1/3 Embed... Actual 554.17 psf Allowable 554.15 psf Page 1 To specify your title block on Title: Job # these five lines, use the SETTINGS Dsgnr: Date: 6:46AM, 26 JUN 06 main menu selection, choose the Description Printing & Title Block tab, and ent your title block information. Scope Rev: 550100 User. KW -0604868, ver 5.5.0, 25Sep_2001 Steel Column Page 1 (C)1983-2001 ENERCALC Engineering Software Description S.W. # 15 STEEL COLUMNS AT GREAT ROOM General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section P8XS Fy 36.00 ksi X -X Sidesway : Sway Allowed 0.47 ksi Duration Factor 1.330 Y -Y Sidesway : Sway Allowed Column Height 12.000 It Elastic Modulus 29,000.00 ksi 0.85 Cb:x DL+LL+ST End Fixity Fix -Free X -X Unbraced 12.000 ft Kxx 2.000 Live & Short Term Loads Combined Y -Y Unbraced 12.000 ft Kyy 2.000 Axial Load... Dead Load 6.00 k Ecc. for X -X Axis Moments 0.000 in Live Load 5.00 k Ecc. for Y -Y Axis Moments 0.000 in Short Term Load k Point lateral Loads... DL LL ST Height Along Y -Y (strong axis moments) 3.200 k 12.000 ft Along X -X ( y moments) k ft " Column Design OK Section: P8XS, Height = 12.00ft, Axial Loads: DL = 6.00. LL = 5.00, ST = 0.00k, Ecc. = 0.000in Unbraced Lengths: X -X = 12.001t, Y -Y = 12.00ft Combined Stress Ratios Dead Live DL + LL DL + ST + (LL if Chosen) AISC Formula H1 - 1 AISC Formula H1 - 2 AISC Formula H1 -3 0.0361 0.0301 0.0663 0.6431 AA Hx)s : i'a caic•a per 1.5-1, KxUr < Cc YY Axis : Fa calc'd per 1.5-1. Kt L/r < Cc Allowable & Actual Stresses Dead Liver_ Fa: Allowable 12.97 ksi 12.97 ksi fa : Actual 0.47 ksi 0.39 ksi Fb:xx : Allow [F3.1 ] 23.76 ksi 23.76 ksi fb : xx Actual 0.00 ksi 0.00 ksi Fb:yy : Allow [F3.1] fb : yy Actual 23.76 ksi 23.76 ksi 0.00 ksi 0.00 ksi DL + LL DL + Short 12.97 ksi 17.25 ksi 0.86 ksi 0.86 ksi 23.76 ksi 31.60 ksi 0.00 ksi 18.75 ksi 23.76 ksi 31.60 ksi 0.00 ksi 0.00 ksi F'ex : DL+LL 14,909 psi Cm:x DL+LL 0.85 Cb. -x DL+LL 1.75 F'ey : DL+LL 14,909 psi Cm:y DL+LL 0.85 Cb:y DL•+LL 1.75 F'ex : DL+LL+ST 19,830 psi Cm:x DL+LL+ST 0.85 Cb:x DL+LL+ST 1.00 F'ey : DL+LL+ST 19,830 psi Cm:y DL+LL+ST 0.85 Cb:y DL+LL+ST 1.75 Max X -X Axis Deflection -1.036 in at 12.000 It Max Y -Y Axis Deflection 0.000 in at, 0.000 ft ' To specify your title block on these five lines, use the SETTINGS main menu selection, choose the ' Printing & Title Block tab, and ent yourtitle block information. ev550100 Title: Dsgnr: Description Scope Job Date: 6:46AM, 26 JUN 06 L'�ser. K=604868. Ver 5.5.0. 25-Sep-22001Steel )1983-2001 ENERCALC Engineering Software Column Page 2 Description S.W. # 15 STEEL COLUMNS AT GREAT ROOM ' Section Properties P8XS Diameter 8.63 in Weight 43.48 #/ft I -roc 106.00 in4 Area 12.80 in2 I -YY 106.00 in4 Thickness 0.500 in S -1a 24.580 in3 S -YY 24.580 1n3 r -m( 2.878 in r -YY 2.878 in ' FOUNDATION DESIGN ' SOILS BEARING PRESSURE= 1500 PSF ASSUMED MAX. LOAD = (44.00 x 36.00/2) + (15.00 x 14.00) + (150.00 x 12 x 12) / (144) =1155.00 PLF FOUNDATION WIDTH NEEDED = (1155.00 / 1500) x 12 = 9.25" USE 12" WIDE x 12" DEEP FOOTING WITH #4 BAR TOP AND BOTTOMAT 1 -STORY FOOTING CAPACITY = (1500 x 40 X 12)./ (12 x 12) = 5000.00 LBS USE 15" WIDE x 18" DEEP FOOTING WITH #4 BAR TOP AND BOTTOM AT 2 -STORY FOOTING CAPACITY = (1500 x 52 X 15) / (12 x 12) = 8125.00 LBS PADS DESIGN BM. # 10 = 8,000.00 LBS USE 2'-6" -SQ. x 12" DEEP PAD W/ (3) # 4 BARS EACH WAY ' BM. # 11 = 12,500.00 LBS. USE T-0" SQ. x 12" DEEP PAD W/ (3) # 4 BARS EACH WAY ' BM ## 13, = 3,400.00 LBS. USE 2'-0" SQ. x 12" DEEP PAD W/ (2) # 4 BARS EACH WAY ' BM. # 15 + BM. # 16 = 6,000.00 LBS. USE 2'-6" SQ. x 12" DEEP PAD W/ (3) # 4 BARS EACH WAY ' BM. ## 17 + BM ## 18 = 8,750.00 LBS. USE T-6" SQ. x 12" DEEP PAD W/ (5) # 4 BARS EACH WAY IBM. # 31 + BM # 32 = 20,625.00 LBS. USE 4'-0" SQ. x 12" DEEP PAD W/ (4) # 4 BARS EACH WAY ' BM. # 31 + BM # 33 = 20,500.00 LBS. USE 4'-0" SQ. x 12" DEEP PAD W/ (4) # 4 BARS EACH WAY ' BM. # 34 = 7550.00 LBS. USE 2'-6" SQ. x 12" DEEP PAD W/ (3) # 4 BARS EACH WAY LATERAL ANALYSIS SHEAR WALL # 11 RIGHT OF 1 -CAR GARAGE. TOTAL LOAD = 288.75 x 16.00/2 = 2310.00 LBS. ' SHEAR WALL LENGTH = 6.00 FT. SHEAR WALL = 2310.00 / 6.00 = 385.00 PLF USE SHEAR WALL TYPE 12 WITH 5/8" x 12" A. B. AT 12" O/C WITH 2x SILL PLATE MAX. DRAG LOAD = 1540.03 LBS. USE (12) 16D'S PER TOP PLATE SPLICE MAX UPLIFT LOAD = 3341.80 LBS. USE SIMPSON HPAM22 HOLDOWN EACH END. SHEAR WALL # 12 LEFT OF MORNING ROOM TOTAL LOAD = 240.63 x 12.00/2 = 1443.78 LBS. ' USE HARDY FRAME PANELS HARDY FRAME CAPACITY HF8x18 7/8 = 2410.00 LBS TOTAL CAPACITY = 2410.00 LBS. MAX DRAG LOAD = 1246.77 LBS. USE ( 12) 16D'S PER TOP PLATE SPLICE USE (3) # 5 BARS TOP AND BOTTOM 8 FT. EACH HARDY FRAME EACH WAY SHEAR WALL # 13 LEFT OF KITCHEN ' TOTAL LOAD = 240.63 x 32.00/2 = 3850.08 LBS. SHEAR WALL LENGTH = 12.00 FT. SHEAR WALL = 3850.01 / 12.00 = 350.00 PLF. ' USE SHEAR WALL TYPE 11 WITH 5/8" x 12" A. B. AT -32" O/C. MAX. DRAG LOAD = 427.82 LBS. USE ( 6 ) 16D'S PER TOP PLATE SPLICE MAX. UPLIFT LOAD = 2588.41 LBS. USE SIMPSON BPA35 HOLDOWN EACH END. SHEAR WALL # 14 FRONT OF DINING ROOM ' TOTAL LOAD = 240.63 x 20.00/2 = 2406.30 LBS. SHEAR WALL LENGTH = 5.50 FT. SHEAR WALL = 2406.30 / 5.50 = 437.51 PLF. ' USE SHEAR WALL TYPE 12 WITH 5/8" x 12" A. B. AT 12" O/C WITH 2x SILL PLATE MAX. DRAG LOAD = 1333.02 LBS. USE ( 12 ) 16D'S PER TOP PLATE SPLICE. MAX. UPLIFT LOAD = 4036.20 LBS. USE SRAPSON HTT22 HOLDOWN EACH END. 1 SHEAR WALL # 15 AT GREAT ROOM TOTAL LOAD = 238.70 x 26.00/2 = 3103.60 LBS. USE (2) STEEL COLUMN AT CANTILEVER STEEL COLUMNS R = 2.2. ' SHEA LOAD = 3103.60 x 4.5 / 2.2 = 6347.25 LBS LOAD EACH COLUMN = 6347.25 / 2 = 3173.63 LBS SEE STEEL COLUMN AND FLAG POLE FOOTING DESIGN I TITLE 24 REPORT I Title 24 Report for: The Jacobs Residence Lot #281 - The Hideaway La Quinta, CA 92253 Project Designer: South Coast Architects 13 Corporate Plaza, Suite #210 Newport Beach, CA 92660 (949) 720-7022 Report Prepared By: CJ McFadden BREEZE AIR CONDITIONING 75-145 ST. CHARLES PLACE PALM DESERT, CA 92211 (760) 346-0855 Q Job Number: 1 % Date: 7/2/2007 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATF,�aLmom. I 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 Califomia Energy Commission for use with both the Residential and Nonresidential 2005 Building Ene gy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysaft.com. EnergyPro 4.3 by EnergySoft Job Number: User Number: 3665 1 TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF -1 R Certificate of Compliance 3 Form MF -1 R Mandatory Measures Summary 11 Form WS -5R Residential Kitchen Lighting 13 HVAC System Heating and Cooling Loads Summary 14 Room Load Summary 18 Room Heating Peak Loads 22 Room Cooling Peak Loads 26 Manufacturer's Specifications 32 ' EnergyPro 4.3 by EnergySoft Job Number: User Number: 3665 Certificate Of Compliance: Residential (Part 1 of 4) CF -1 R _T_h.e_daco.b.s_Residen.ce 7ON= #2 # of Thermostat 7/2/2907 Project Title _Lo_t#_2.81-The_Hideaway La-Quiata ClparinaSt�t Living tat_ 0.15 Sleeping_ Date Project Address SleeaingStat New 09.A6 New 09-A6 New .096 700E #3 7nAF #3 70NE #3 Building Permit # ZS11� t{3 New 09-A6 (760) 346-0855 New .2L -A2 _BREEZE._A)R_CO_NDM0_N1NG' Documentation Author New .0_1zA18 ZQLE fA Telephone plan Chedc/Date _EfleT_g_yPso ZO.LE#4 CA-CliMate Zone -15 Field Check/Date Compliance Method Climate Zone TDV Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating . 3.47 5.66 -2.20 Space Cooling 68.78 59.57 9.21 Fans 9.82 10.15 -0.33 Domestic Hot Water 5.52 4.29 1.24 Pumps 0.00 0.00 0.00 Totals 87.59 79.67 7.92 Percent better than Standard: Building Type: [)� Single Family ❑ Addition ❑ Multi Family ❑ Existing - Add/Alt Building Front Orientation: (E) 90 deg Fuel Type: Natural Gas Fenestration: Area: 1,018 ft2 Avg. U: 0.47 Ratio: 23.3% Avg. SHGC: 0.42 BUILDING ZONE INFORMATION Zone Name Floor Area Volume .HVAC1 1,011 .HY.AGA2 2250 HVAC #3 656 HVAC -#4 458 OPAQUE SURFACES I I t' A t 1199 28.125 6.560 x.122 nsu a Ion c . Type Frame Area U -Fac. Cay. Cont. Azm. Tilt Roof- Wnnd 1,011 o 025 R-38 R_00 0 345 Wall_ Wood__ 68 0 069 R_21 _R_-0.0 -9 90 Wall_ Woad_ 221 _0-9.69_-R-21 R-0.0 _90 go Wall_ Wood_ 135 0 069 021 0 0 135 _90 Wall_ Wood_ 76 0.06 R_21 _ R-0.0 315 99 .Roof- Woad_ -2.250 0.925_ -3.8 -0_0 345_ Wall_ Wood_ 466 _0 969 021 R-0 o _OAIl Wall_ Wood_ 128. 0 969 0210`0 9 65_x.0 Wall_ Wood- 464 0_069 021 R-0.0 69_ 9. Wall_ Wbod_ 115 X1069 R_21 _R-0-0 135 go Wall_ Wood_ $5 0 069 R21 R-0.0 180 90 Wall_ Woad_ 115 0 069 _R21 _R_0 0_ _225 90 -Wall- Woad_ .157 0.069 R_91 8=0.0270 go Door None_ 24 0 500 done R-0-0 270 90 Wall_ Wood_ _262 0 069 1321 _B-0.0_ _315_x.0 Roof_ WOod- 65.6. 0-025_ -R_18_ _R-0.0 ____a4.5__o. -Wall- Wood_ 48 _0_.pE9_ -R-21 R-0.0_ 0 An Wall_ Wand- 16 0 969 021 _R-00 go q() -Wall- Wood_ 323. 0 069 R21 _R-0 0_ X35 _90 Wall_ Wood_ 344. 0.09 _R210`0 -0_-225_--9D .Wall Wood_ 59 0.069 021 _R=O.D_ _315__99 Floor Woad_ _4.58_ 0-971 R-11 R-0 Q _0_____18_0 .Roof Wood_ ---A5B_ -0-025- -8_38_ R-0 0 -34.5__0 Wall_ Woad_ 247 n o69 _R-21 R -n n 45g_o Wall_ Wood_ X91 0_ffi9 021 _B-0 0 -90 9D a Total Conditioned Floor Area: Existing Floor Area: Raised Floor Area: Slab on Grade Area: Average Ceiling Height: Number of Dwelling Units: Number of Stories: 7ON= #2 # of Thermostat Units Zone Type Tepe n 23 Slapping _0.51 Living ClparinaSt�t Living tat_ 0.15 Sleeping_ Sleecingstat- 0.10 Sleeping SleeaingStat Gains Condition Y / N Status 4,375 ft2 n/a ft2 458 ft2 3,917 ft2 11.5 ft 1.00 2 Vent Hgt. Area 8 n/a 8 -ota 8 _nLa 8 n/a JA IV Reference Location / Comments 01-A18 70NF #1 New 0.9-A6 70N,= #1 New 09--A6 70N = # _ New 0,9-A6 70N: #1 New 09-A6 ZON= #1 New _09=A6 7ON= #2 New 09-A6 ZONE #2 New 09-A6 70NE #2 New _0_0-_A6_ New 09-A6 New 09-A6 70NE #2 70, #2 70 . #2 New 09-A6 ZONE #2 New 28-A4 New 09 6 New 01-A18 ZONE #2 MNE #2 ZONE #3 New 09.A6 New 09-A6 New .096 700E #3 7nAF #3 70NE #3 New-Q9_A6 ZS11� t{3 New 09-A6 7O.l�1E #3 New .2L -A2 ZOITE #4 New .0_1zA18 ZQLE fA New 09 6 ZONE #4 New 09-A6 ZO.LE#4 Run Initiation Time: 07/02/0712:13:03 Run Code: 1183396383 1 EnergyPro 4.3 by EnergySoft User Number: 3665 Job Number: Page:3 of 32 1 Certificate Of Compliance: Residential (Part 1 of 4) CF -1 R -The_J.acobsResideim 458 ft2 Slab on Grade Area: 7J_2/2QQ7 Project Title 11.5 ft Number of Dwelling Units: Date _Lot-#28d—Th-e-Hideaway—La Quinta 2 # of Thermostat Vent Project Address Hgt. Area Building Permit # AIR CO_NDJT1(')Nll.N_G (760) 346-0855 _BREEZE Documentation Author Telephone Plan Check/Date _Enee g CA_MmateZone-1-5Field Chec'-/Date Compliance Method Climate Zone TDV Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating 3.47 5.66 -2.20 Space Cooling 68.78 59.57 9.21 Fans 9.82 10.15 -0.33 Domestic Hot Water 5.52 4.29 1.24 Pumps 0.00 0.00 0.00 Totals 87.59 79.67 7.92 Percent better than Standard: 9.0% BUILDING COMPLIES - HERS VERIFICATION REQUIRED Building Type: Y Single Family ❑ Addition Total Conditioned Floor Area: 4,375 ft2 ❑ Multi Family ❑ Existing + Add/Alt Existing Floor Area: n/a ft2 Building Front Orientation: (E) 90 deg Fuel Type: Natural Gas Fenestration: Area: 1,018 ft2 Avg. U: 0.47 Ratio: 23.3% Avg. SHGC: 0.42 BUILDING ZONE INFORMATION Zone Name Floor Area Volume OPAQUE SURFACES Insulation Act. Type Frame Area U -Fac. Cay. Cont. Azm. Tilt Wall_ Wood_ 198 0 069 R_91 R-00 135 go Wall_ W_ond_ 185_ 0"069 R_21 RQQ 180 —90 Wall_ ood— 239_ —0 069 R21 WWII_ Wood_ 274 0 069_ R-21 -Nall_ Wood_ 215 __1DB2 R_21 Raised Floor Area: 458 ft2 Slab on Grade Area: 3,917 ft2 Average Ceiling Height: 11.5 ft Number of Dwelling Units: 1.00 Number of Stories: 2 # of Thermostat Vent Units Zone Type Type Hgt. Area Gains Condition Y / N Status JA IV Reference Location / Comments New 09-A6 7nNE #4 New 09-A6 ZQNE M New 09-A6 ZONE #4 New Il&6 New -0,9-Al Run Initiation Time: 07/02/0712:13:03 Run Code: 1183396383 EnergyPro 4.3 by EnergySoft User Number. 3665 Job Number: Page:4 of 32 Certificate Of Compliance: Residential (Part 2 of 4) CF -1 R The Jacobs Residence Project Title Date 7/2/2007 FENESTRATION SURFACES # Type Area U -Factors SHGC2 True Azm. Tilt Cond. Stat. Glazing Type Location/ Comments _L Window Bigbt____(N.)_ 4.0 -0_58.011.6 A -D53 116-13. 0 --99 New DefaulZONE-# 2 Window Front (SE) 4.0 0.370 NFRC 0.30 NFRC 135 90 New Pella Fixed (BB) ZONE #1 3 Window Front (SE) 4.0 0.370 NFRC 0_30 NFRC 135 90 New Pella Fixed (BC) ZONE #1 4 Window Rear (NW) 4.0 0.370 NFRC 0.30 NFRC 315 90 New Pella Fixed (AZ) ZONE #1 5 Window Rear (NW) 4.0 0.370 NFRC 0_30 NFRC 315 90 New Pella Fixed (BA) ZONE #1 6 Window Rear (NW) 12.5 0.390 NFRC 0_27 NFRC 315 90 New Pella Casement Vented (R) ZONE #1 7 Window Rear (NW) 12.5 0.390 NFRC 0.27 NFRC 315 90 New Pella Casement Vented ($) ZONE #1 8 Window Rear (NW) 12.5 0.390 NFRC 0.27 NFRC 315 90 New Pella Casement Vented (T) ZONE #1 9 Window Rear (NW) 10.0 0.390 NFRC 0;27 NFRC 315 90 New Pella Casement Vented (U) ZONE #1 10 Window Riaht NE) 72.0 0.530 116-A 0_53 116-B 45 90 New Default (Sldg Dr) (111) ZONE #2 11 Window Front (E)_ 36.0 0.530 116-A 0_53 116-B 90 90 New Default (Swng Dr) (100) ZONE #2 12 Window Front (SE) 11.3 0.390 NFRC 0_27 NFRC 135 90 New Pella Casement Vented (F) ZONE #2 1Q 14 Window Window Front Left (SE) (S) 72.0 0.539 116-A -0 53 116-B X35 90 New_Default ISldg Dr1�110) ZONE #2 18.8 0.370 NFRC 0_30 NFRC 180 90 New' Pella Fixed (AC) ZONE #2 15 Window Left (S) 18.8 0.370 NFRC 0.30 NFRC 180 90 New Pella Fixed (AB) ZONE #2 16 Window Left (S) 18.8 0.370 NFRC 0.30 NFRC 180 90 New Pella Fixed (AA) ZONE #2 17 Window Left (S) 18.8 0.370 NFRC 0_30 _NFgC 180 90 New Pella Fixed (Z) ZONE #2 18 Window Left (SW) 6.0 0.390 NFRC 0.27 NFRC 225 90 New Pella Casement Vented (AP) ZONE #2 19 Window Left (SW) 6.0 0.390 NFRC 0.27 NFRC 225 90 New Pella Casement Vented (AN) ZONE #2 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 1168. INTERIOR AND EXTERIOR SHADING Window Overhanq Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. REA Dist. Len. Hgt. Dist. Len. Hgt. 1 Bug Screen 0.76 2 Bug Screen 0.76 _ 3 Bug Screen 0.76 4 Bug Screen 0.76 5 Bug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Bug Screen 0.76 10 Bug Screen 0.76 11 Bug Screen 0.76 9.0 4.0 2.0 0.1 2.0 2.0 12 Bug Screen 0.76 13 Bug Screen _ 0.76 14 Bug Screen 0.76 15 Bug Screen 0.76 16 Bug Screen _ 0.76 17 Bug Screen 0.76 18 Bug Screen _ 0.76 19 Bug Screen 0.76 THERMAL MASS FOR HIGH MASS DESIGN Area Thick.Heat Inside Condition Location/ Type (sf) (in.) Cap. Cond. R -Val. JA IV Reference Status Comments PERIMETER LOSSES Insulation Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments Slab Perimeter 49 None No Insulation 26-A1 New ZONE #1 Slab Perimeter 10 None No Insulation 26-A1 New ZONE #1 Slab Perimeter 156 None No Insulation 26-A1 New ZONE #2 Slab Perimeter 65 None No Insulation 26-A1 New ZONE #2 Slab Perimeter 67 None No Insulation 26-A1 New ZONE #3 Run Initiation Time: 07/02/0712:13:03 Run Code: 1183396383 EnergyPro 4.3 by EnergySoft User Number: 3665 Job Number: Page:5 of 32 Certificate Of Compliance: Residential (Part 2 of 4) CF -1 R The Jacobs Residence 7/2/2007 Project Title Date FENESTRATION SURFACES # Type Area U -Factor' SHGC2 True Azm. Tilt Cond. Stat. Glazing Type Location/ Comments .2Q WindowLeft_(.SY_V) SHGC _L3.fl 0_3-99-1FBC 0_27 NFRC. -225_ _91Z Ne---P_ella-C.aseme at -Vented (G(G.) ZONE #2 21 Window Left (SW) 13.8 0.390 NFRC 0_27 NFRC 225 90 New Pella Casement Vented(H) ZONE #2 22 Window Left (SW) 13.8 0.390 NFRC 0_27 NFRC 225 90 New Pella Casement Vented (J) ZONE #2 23 Window Left (SW) 72.0 0.530 116-A 0_53 116-B 225 90 New Default (Sldg Dr) (106) ZONE #2 24 Window Rear( W) 5.0 0.390 NFRC 0_27 NFRC 270 90 New Pella Casement Vented (AT) ZONE #2 25 Window Rear (W) 5.0 0.390 NFRC 0_27 NFRC 270 90 New Pella Casement Vented (AS) ZONE #2 26 Window Rear (WL 40.0 0.370 NFRC 0.30 JCC 270 90 New Pella Fixed (N) ZONE #2 27 Window Rear (W) 40.0 0.370 NFRC 0.30 NFRC 270 90 New Pella Fixed (P) ZONE #2 28 Window Rear (W) 40.0 0.370 NFRC 0_30 NFRC 270 90 New Pella Fixed (Q) ZONE #2 _29 Window Rear (NW) 6.0 0.390 NERC 0.27 NFRC 315 90 New Pella Casement Vented (AR) ZONE #2 30 Window Rear (NW) 6.0 0.390 NFRC 0_27 NFRC 315 90 New Pella Casement Vented (AQ) ZONE #2 31 Window Rear (NW) 108.0 0.530 116-A 0_53 116-B 315 90 New Default (Sldg Dr) (107) ZONE #2 32 Window Rear (jyW) 72.0 0,,53 116-A 0.53 X16 -B 315 00_ New Default (SIdgDr) (105) ZONE #2 33 Window Rear (NW) 13.8 0.390 NFRC 0_27 NFRC 315 90 New Pella Casement Vented (M) ZONE #2 34 Window Rear (NW) 13.8 0.390 NFRC 0_27 NFRC 315 90 New Pella Casement Vented (L) ZONE #2 35 Window Rear (NW) 13.8 0.390 NFRC 0_27 NFRC 315 90 New Pella Casement Vented (K) ZONE #2 36 Window Right (N) 10.0 0.390 NFRC 0_27 _NFRC 0 90 New Pella Casement Vented (Y) ZONE #3 37 Window Right (N) 10.0 0.390 NFRC 0_27 NFRC 0 90 New Pella Casement Vented (X) ZONE #3 38 Window Right (N) 4.0 0.580 116-A 0_53 116-B 0 90 New Default Operable) (W) ZONE #3 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 11613. INTERIOR AND EXTERIOR SHADING Window Condition Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LEA REA Dist. Len. Hgt. Dist. Len. Hgt. 20 Bug 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 10.0 4.0 10.0 0.1 10.0 10.0 27 Bug Screen 0.76 10.0 4.0 10.0 0.1 10.0 _ 10.0 28 Bug Screen 0.76 10.0 4.0 10.0 0.1 10.0 10.0 29 Bug Screen 0.76 30 Bug Screen 0.76 31 Bug Screen 0.76 9.0 12.0 10.0 0.1 10.0 10.0 32 Bug Screen 0.76 9.0 8.0 10.0 0.1 10.0 10.0 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 Bug Screen 0.76 THERMAL MASS FOR HIGH MASS DESIGN Area Thick.Heat Inside Condition Location/ Type (sf) (in.) Cap. Cond. R -Val. JA IV Reference Status Comments PERIMETER LOSSES Insulation Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments Slab Perimeter 8 None No Insulation 26-A1 New ZONE #3 Run Initiation Time: 07/02/0712:13:03 Run Code: 1183396383 EnergyPro 4.3 by EnergySoft User Number: 3665 Job Number: Page:6 of 32 J v Certificate Of Compliance: Residential (Part 2 of 4) CF -1 R The Jacobs Residence 7/2/2007 Project Title Date FENESTRATION SURFACES # Type Area LI -Factor' SHGCZ True Azm. Tilt Cond. Stat. Glazing Type Location/ Comments 3.9. Window___Eroat_(E)_ 45 0_320 BERG_ 0.34 -NERC ---9.- q2 New Pella F xe_d�D) 40 Window Front (E) 40.0 0.530 116-A 0.53 116-B 90 90 New Default (Swng Dr) (109) ZONE #3 ZONE #3 41 Window Front (E) 40.0 0.530 116-A 0_53 116-B 90 90 New Default (Swng Dr) (108) ZONE #3 11S/ Window Front (E) 7.0 0.390 NFRC 0_27 NFRC 90 90 New Pella Casement Vented (AJ) ZONE #4 yt Window Front (E) 7.0 0.390 NFRC 0_27 NFRC 90 90 New Pella Casement Vented (AH) ZONE #4 Yto Window Front (E) 5.3 0.370 NFRC 0_30 NFRC 90 90 New Pella Fixed (AG) ZONE #4 yiWindow Front (E)_ 5.3 0.370NFRC 0.30 NFRC 90 90 New Pella Fixed (AF) ZONE #4 yYWiWindow Front (E) 5.3 0.370 NFRC 0.30 NFRC 90 90 New Pella Fixed (AE) ZONE #4 Window Left (S)_ 20.0 0.530 116-A 0_53 116-B 180 90 New Default (Swng Dr) (133) ZONE #4 s 2 Window Rear (W)_ 7.0 0.580 116-A 0_53 116-B 270 90 New Default (Operable) (AM) ZONE #4 �1 Window Rear (WL 10.0 0.390 NFRC 0_27 NFRC 270 90 New Pella Casement Vented (AL) ZONE #4 ,VY Window Rear (W) 20.0 0.580 116-A 0_53 116-B 270 90 New Default (Operable) (AK) ZONE #4 PERIMETER LOSSES Insulation Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 1168. INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. REA Dist. Len. Hgt. Dist. Len. Hgt. 39 Bug Screen 0.76 3.0 1.6 0.0 0.0 0.0 0.0 _ 40 Bug Screen 0.76 _ 41 Bug Screen 0.76 _ 42 Bug Screen 0.76 43 Bug Screen 0.76 44 Bug Screen 0.76 _ 45 Bug Screen 0.76 46 Bug Screen 0.76 47 Bug Screen 0.76 _ 48 Bug Screen 0.76 49 Bug Screen 0.76 50 Bug Screen 0.76 _ THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Condition Location/ Type (so (in.) Cap. Cond. R -Val. JA IV Reference Status Comments PERIMETER LOSSES Insulation Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments Run Initiation Time: 07/02/0712:13:03 Run Code: 1183396383 EnergyPro 4.3 by EnergySoft User Number: 3665 Job Number: Page:7 of 32 Certificate Of Compliance: Residential (Part 3 of 4) CF -1 R The Jacobs Residence 7/2/2007 Project Title Date HVAC SYSTEMS Tank Energy Duct Duct Condition Ducts Location Heating Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type HVAC -#1 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER New Setback HVAC -#2 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER New Setback HVAC -#3 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER New Setback HVAC DISTRIBUTION Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. WATER HEATING SYSTEMS Rated Tank Energy Duct Duct Condition Ducts Location Heating Cooling Location R -Value Status Tested? HVAC -#1 Ducted Ducted Attic 6.0 New No HVAC -#2 Ducted Ducted Attic 6.0 New No HVAC -#3 Ducted Ducted Attic 6.0 New No Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. WATER HEATING SYSTEMS Rated Tank Energy Tank Insul. Water Heater # in Input Cap. Condition Factor Standby R -Value System Name Type Distribution Syst. (Btu/hr) (gal) Status or RE Loss (%) Ext. A.O.Smith FGR -75 Large Gas No Pipe Insulation 2 76,000 75 New 0.72 0.00% 0.0 Multi -Family Central Water Heating Details Hot Water Pump Hot Water Piping Length (ft) Add 1/2" Control # HP Type In Plenum Outside Buried Insulation COMPLIANCE STATEMENT This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, 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) Name: Title/Firm: Address: Telephone: South Coast Architects 13 Corporate Plaza, Suite #210 Newport Beach, CA 92660 (949) 720-7022 Lic. #: (signature) (date) Enforcement Agency Name: Title/Firm: Address: Telephone: (signature) (date) Documentation Author Name: CJ McFadden Title/Firm: BREEZE AIR CONDITIONING Address: 75-145 ST. CHARLES PLACE PALM DESERT, CA 92211 Telephone: 760 346-0855 a (signature) (date) EnergyPro 4.3 by EnergySoft User Number. 3665 Job Number: Paae:8 of 32 Certificate Of Compliance : Residential (Part 3 of 4) CF -1 R The Jacobs Residence 7/2/2007 Project Title Date HVAC SYSTEMS Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff S-atus Type HVAC -#4 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER New Setback HVAC DISTRIBUTION Duct Duct Condition Ducts Location Heating Cooling Location R -Value Status Tested? HVAC -#4 Ducted Ducted Attic 6.0 New No Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. WATER HEATING SYSTEMS Rated Tank Erergy Tank Insul. Water Heater # in Input Cap. Condition F2ctor Standby R -Value System Name Type Distribution Syst. (Btu/hr) (gal) Status or RE Loss (%) Ext. Multi -Family Central Water Heating Details Hot Water Pump Hot Water Piping Length (ft) Add 1/2" Control # HP Type In Plenum Outside Buried Insulation COMPLIANCE STATEMENT This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with ov--rall design responsibility. The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, 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) Name: Title/Firm: South Coast Architects Address: 13 Corporate Plaza, Suite #210 Newport Beach, CA 92660 Telephone: (949) 720-7022 Lic. #: (signature) (date) Enforcement Agency Name: Title/Firm: Address: Telephone: Documentation Author Name: CJ McFadden Title/Firm: BREEZE AIR CONDITIONING Address: 75-145 ST. CHARLES PLACE PALM DESERT, CA 92211 Telephone: 760 346-0855 (signature) (date) (signature) (date) I Run Initeabon Timee 07102107 IZ1103 Run Code: 1183396383 EnergyPro 4.3 by EnergySoft User Number: 3665 Job Number: Page:9 of 32 Certificate Of Compliance: Residential (Part 4 of 4) CF -1 R The Jacobs Residence 7/2/2007 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items squire special written justification and documentation, and special verification to be used with the performance approach. The .ocal enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies )asea on the aaequacy oT the speciar justiTication ano aocumentation suomrttea. Plan i Field The Roof "R-38 Roof' includes credit for a Radiant Barrier installed per Section 3.3.3 of the Residential Manual. The HVAC System "HVAC41" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. The HVAC System "HVAC -#2" must meet all CEC Criteria for a Zonally Controlled system serving only living Areas. The HVAC System "HVAC -#3" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. The HVAC System "HVAC -#4" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. HERS Required Verification Items in this section require field testing and/or verification by a certified home energy rater under the supervision of a HERS provider using approved testing and/or verification methods. Plan Field The HVAC System "HVAC -#1" incorporates a HERS verified Refrigerant Charge test ora HERS verged Thermostatic Expansion Valve. The Cooling System "PSA28D / PGC1 RA (4 Ton) 13 SEER" includes credit for a 11.6 EER Condenser. A certified HEFS rater must field verify the installation of the correct Condenser. The HVAC System "HVAC -#2" incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve. The Cooling System "PSA2BD / PGC1 RA (5 Ton) 13 SEER" includes credit for a 11.6 EER Condenser. A certified HEFTS rater must field verify the installation of the correct Condenser. The HVAC System "HVAC -#3" incorporates a HERS verified Refrigerant Charge test ora HERS verified Thermostatic Expansion Valve. The Cooling System "PSA2BD / PGC1 RA (3 Ton) 13 SEER" includes credit for a 12.0 EER Condenser. A certified HEP.S rater must field verify the installation of the correct Condenser. The HVAC System "HVAC44" incorporates a HERS verified Refrigerant Charge test ora HERS verified Thermostatic Expansion Valve. The Cooling System "PSA2131D / PGC1 RA (2 Ton) 13 SEER" includes credit for a 11.9 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. Run Initiation Time: 07/02107 12:13:03 Run Code: 1183396 =83 1 EnergyPro 4.3 by EnergySoft User Number: 3665 Job Number: Page: 10 of 32 Mandatory Measures Summary: Residential (Page 1 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used, More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (') below. When this checklist is it rorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the man,latory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Check or initial applicable boxes or check NA if not applicable and included with the ENFORCE - permit application documentation. IN/A DESIGNER MENT Building Envelope Measures § 150(a): Minimum R-19 in wood ceiling insulation or equivalent U -factor in metal frame ceiling. ❑ Q ❑ § 150(b): Loose fill insulation manufacturer's labeled R -Value: ❑ ❑ ❑ �§ 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not ❑ ❑x ❑ apply to exterior mass walls). *§ 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor. ❑ ❑ ❑ § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: ❑ ❑X ❑ a. closable metal or glass door covering the entire opening of the firebox ❑ Q ❑ b. outside air intake with damper and control, flue damper and control ❑ 9 ❑ 2. No continuous burning gas pilot lights allowed. ❑ IR ❑ § 150(f): Air retarding wrap installed to comply with §151 meets requirements specified in the ACM Residential Manual. ❑ ❑ ❑ § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑ ❑ ❑ § 150(1): Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, water vapor ❑ ❑ ❑ perrneance rate no greater than 2.0 pennfinch. ❑ ❑ I ❑ § 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include ❑ ❑ ❑ CF -6R Form: § 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltradon Controls. J ❑ ❑ 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ ❑X ❑ 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain ❑ 0 ❑ Coefficient (SHGC), and infiltration certification. Page: 11 of 32 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ ❑X ❑ Space Conditioning, Water Heating and Plumbing System Measures § 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission. ❑ 0 ❑ § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. ❑ ❑ ❑ § 150(i): Setback thermostat on all applicable heating and/or cooling systems. ❑ Q ❑ § 1500): Water system pipe and tank insulation and cooling systems line insulation. 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation ❑ 9 ❑ having an installed thermal resistance of R-12 or greater. 2. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external ❑ ❑X ❑ insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R -value. 3. The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire ❑ Q ❑ length of recirculating sections of hot water pipes shall be insulated to Table 150B. 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and ❑ ❑X ❑ indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. i 4. Steam hydranic heating systems or hot water systems > 15 psi, meet requirements of Table 123-A. ❑ ❑ I ❑ 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, 01 X _ and wind. 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed J ❑ ❑ entirely in conditioned space. I 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation. i0 ,EnergyPro 4.3 by EnergySoft User Number. 3565 Job Number: Page: 11 of 32 Mandatory Measures Summary: Residential (Page 2 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (') below. When, this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance spec.fications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes when completed or check N/A if not ENFORCE - applicable. N/A DESIGNER MENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) § 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604, X❑ 605, and Standard 6-5; supply -air and retum-air ducts and plenums are insulated to a minumum 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 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than ❑ X❑ ❑ 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 duds. 3. Joints and seams of dud systems and their components shall not be sealed with cloth back rubber adhesive ❑ dud tapes unless such tape is used in combination with mastic and draw bands. 4. Exhaust fan systems have back draft or automatic dampers. ❑ 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating ❑ dampers. 6. Protection of Insulation. 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. 7. Flexible duds cannot have porous inner cores. ❑ ❑ ❑ § 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the ❑ ❑ ❑ heater, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: ❑ ❑ ❑ a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. ❑ ❑ ❑ 3. Pool system has directional inlets and a circulation pump time switch. ❑ ❑ ❑ § 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously ❑ ® ❑ burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) § 118 (i): Cool Roof material meets specified criteria ❑ ❑ ❑ Lighting Measures § 150(k)1: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table ❑ X❑ ❑ 150-C, and do not contain a medium screw base socket (E24/E26). Ballasts for lamps 13 Watts or greater are electric and have an output frequency no less than 20 kHz. § 150(k)1: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, ❑ Q ❑ luminaire has factory installed HID ballast. § 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50% of the Wattage, as determined ❑ X❑ ❑ in Section 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires. § 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires. ❑ Q ❑ OR are controlled by an occupant sensor(s) certfied to comply with Section 119(d). § 150(k)4: Permanently installed luminaires located other than in kichens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft) OR are controlled by a dimmer switch OR are ❑ X❑ ❑ controlled by an occupant sensor that complies with Section 119(d) that does not tum on automatically or have an always on option. § 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are ❑ ❑X ❑ certified to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals. § 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the ❑ X❑ ❑ same lot shall be high efficacy luminaires (not including lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d). § 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132, and 147. ❑ ❑ ❑ Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146. § 150(k)8: 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 OR are controlled by occupant sensor(s) certified to comply with Section 119(d). EnergyPro 4.3 by EnergySoft User Number. 3665 Job Number: Page:12 of 32 Residential Kitchen Lighting Worksheet WS -5R The Jacobs Residence 7/2/2007 Project Title Date At least 50% of the total rated wattage of permanently installed luminaires in kitchens must be in luminaires that are hi3h efficacy luminaires as defined in Table 150-C. Luminaires that are not high efficacy must be switched separately. Kitchen Lighting Schedule. Provide the following information for all luminaires to be installed in kitchens. Luminaire Type High Efficacy? Watts Quantity High Efficacy Watts Other Watts (1) 26w Compact Fluorescent Triple 4 Pin Yes X No 37.0 x 6 = 2222 or (2) 2 ft Fluorescent T8 Elec Yes X1 No 1 1 33.0 x 5 = 135 or 40w Recessedlncandescent Yes No X1 40.0 x 8 = or 320 es No x = or Yes No x = or Yes No i x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No I x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yesl No x = or Yes No x = or Yes No El x = or Total A: 387 B: 320 COMPLIES IF A z B YES ® NO ❑ EnergyPro 4.3 by EnergySoft User Number. 3665 Job Number: Page:13 of 32 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME The Jacobs Residence NAME HVAC -#1 ENGINEERING CHECKS i i (Number of Systems 1 (Heating System Output per System 58,000 Total Output (Btuh) I 58,000 Output (Btuh/sgft) 1 57.41 26.0 of Outside Air 76 cfm 79.2 of 111.0 / 77.6 of i Outside Air 76 cfm i 68.9/57.10F Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD DATE 7/2/2007 FLOOR AREA 1.011 COIL COOLING PEAK COIL HTG. PEAK' CFM Sensible Latent CFM I Sensible 18,061 5,819 20,463 PSA261) / PGCIRA (4 Ton) 13 SEER 37,790 0 Total Adjusted System Output 37,79010 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK I Aug 2 pm 76.7 OF E 110.70F Heating Coil 110.7 of Supply Air Ducts Supply Fan 1600 cfm Return Air Ducts res at Time of Ct 70.9158.40F = 48.7/47.80F 48.7 / 47.8 of -) Supply Air Ducts 58,000 s6,000 Jan 12 am 109.9 of ROOMS 80.0 of Cooling Coil Supply Fan 49.6 / 48.2 of 1600 cfm 49.9% R.H. ROOMS 68.0/56.7OF Return Air Ducts I I EnergyPro 4.3 by EnergySoft User Number: 3665 Job Number: Page: 14 of 32 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY (PROJECT NAME The Jacobs Residence DATE 7/2/2007 SYSTEM NAME HVAC -#2 FLOOR AREA 2,250 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 2 COIL COOLING CFM Sensible Total Room Loads 1 2,642 48,242 Return Vented Lighting o Return Air Ducts 6,494 Return Fan o Ventilation 169 7,445 Supply Fan 0 Supply Air Ducts 6,494 TOTAL SYSTEM LOAD 1 68,674 PEA'{ , Late it COIL CFM HTG. PEAK!' Sensible I I iHeating System Output per System 86,000 T 425, 1,410 53,350 Total Output (Btuh) I 172,000 Output (Btuh/sqft) 76.4 5,613 Cooling System 0 Output per System 58,000 4,5121 169 9,461 Total Output (Btuh) 116,000 1-,936 0 Total Output (Tons) 9.7 5,613 Total Output(Btuh/sgft) 51.6 74,036 Total Output (sgft/Ton) 232.8 Air System HVAC EQUIPMENT SELECTION CFM per System 2,000 PSA2BD / PGC IRA (5 Ton) 13 SEER 93,481 0 172,000 Total Adjusted System Output83,481 0 172,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am Airflow (cfm) 4,000 Airflow (cfm/sgft) 1.78 Airflow (cfm/Ton) 413.8 Outside Air (°�°) 4.2 Outside Air (cfm/sgft) 0.08 Note: values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26.0°F Outside Air I 169 cfm 78.7 of i i 76.5 OF 116.90F 116.9 OF O Supply Air Ducts 115.50F Heating Coil Supply Fan 4000 cfm ROOM S 80.0 OF Return Air Ducts I OOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 1111.0 / 77.6 of Outside Air 169 cfm 69.5157.4 of 71.3 58.5 OF 49.3 / 48.3 OF 49.3 / 48.3 of O, Supply Air Ducts Cooling Coil Supply Fan 50.8 / 49.0 of 4000 cfm 50.2% R.H. ROOMS 68.0 / 56.8 OF Return Air Ducts ' I EnergyPro 4.3 by EnergySoft User Number. 3665 Job Number: Page: 15 of 32 i HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY 'PROJECT NAME The Jacobs Residence DATE i 7/2/2007 _ SYSTEM NAME HVAC -#3 i FLOOR AREA 1 656 1 ENGINEERING CHECKS SYSTEM LOAD Number of Systems j 1 i� COILCOOLING PEAK j COIL HTG. PEAK; I CFM Sensiblel Latent CFM I Sensible i Total Room Loads I 757 14,0411 2,7321 I 4611 14,2901 Return Vented Lighting o Return Air Ducts 1,890 1,503 Return Fan o i o! 1 Ventilation 491 21173 9,307 1 491 2,766 Supply Fan 0 1 0 Supply Air Ducts 1,890 1,503 TOTAL SYSTEM LOAD 1 19,9941 4,0391 I 20,063i 1 Heating System Output per System I 43,000 Total Output (Btuh) I 43,0001 ,I Output (Btuh/sqft) 65.5 j Cooling System Output per System 35,000 Total Output (Btuh) 35,000 Total Output (Tons) 2.9 Total Output(Btuh/sqft) 1 53.4 Total Output(sgft/Ton) j 224.9 IAir System CFM per System 1,200 HVAC EQUIPMENT SELECTION PSA2BD / PGCIRA (3 Ton) 13 SEER Total Adjusted System Output (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK 28,210 0 43,0001 28,210 0 43,000 Auc 2 pm Jan 12 am j Airflow (cfm) 1,200 Airflow (cfm/sqft) 1.83 Airflow (cfmrron) 411.4 1 I Outside Air (%) 4.1 I Outside Air (cfm/sgft) 0.08 1 Note: values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak I 26.0°F Outside Air 49 cfm 78.8 °F 49 I 76.7°F 110.30F 110.3°F Q Heating Coil Supply Fan 1200 cfm Return Air Ducts Supoly Air Ducts 109.2 °F ROOMS) 80.0 OF I II I DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 111.0 / 77.6 OF 1 Outside Air I 49 cfm 69.5/ 57.4 °F 71.2 / 58.5 OF 49.1 / 48.1 OF 49.1 / 48.1 OF Supply Air Ducts Cooling Coil Supply Fan 50.6 / 48.8 OF 1200 cfm 5C4% R.H. I ROOMS 1 i 68.0 ! 56.9 OF Return Air Ducts I EnergyPro 4.3 by EnergySoft User Number: 3665 Job Number: Page: 16 of 32 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE The Jacobs Residence 1 7/2/2007 SYSTEM NAME FLOOR AREA HVAC -#4 I 458 ENGINEERING CHECKS SYSTEM LOAD Number of Systems I 1( Heating System Output per System 36,000 Total Output (Btuh) 36,000 Output (Btuh/sgft) 78.6 Cooling System Output per System 24,000 Total Output (Btuh) 24,000 Total Output (Tons) 2.0 Total Output(Btuh/sgft) 52.4 Total Output (sgftfron) 229.0 1,396 0 1,914 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK! CFM ISensiblel Latent CFM I Sensible 713 12,891 2,149 339 13,270 o 341 1,735 0 1,497 905 34 1,396 0 1,914 0 0 1,735 1,396 17,858 3,054 17,977 PSA28D / PGC1 RA (2 Ton) 13 SEER 19,435 0 36,000 Total Adjusted System Output 18,435 0 36,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am 1HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 26.0°F 76.10F 118.4°F 118.4 OF Q Supply Air Ducts Outside Air 34 cfm Heating Coil Supply Fan 116.8 °F 800 cfm ROOMS 80.0 OF i 78.4 OFoat I Return Air Ducts f OOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak I111.0/77.6°F 71.8/58.80F 49.0/48.0°F 49.0/48.0°F JawO Supply Air Ducts Outside Air , 34 cfm Cooling Coil Supply Fan 51.0 / 48.9 OF 800 cfm 50.7% R.H. ROOMS], 70.0 ! 57.7 °F 68.0/56.9 OF I h Return Air Ducts `S EnergyPro 4.3 by EnergySoft User Number: 3665 Job Number: Page:17 of 32 ROOM LOAD SUMMARY PROJECT NAME DATE The Jacobs Residence 7/2/2007 SYSTEM NAME FLOOR AREA HVAC -#1 1,011 EnergyPro By EnergySoft User Number. User Job Number: Page: 18 of 32 ROOM LOAD SUMMARY PROJECT NAME The Jacobs Residence DATE 7/2/2007 SYSTEM NAME HVAC -#2 FLOOR AREA 2,250 LOAD SUMMARY 'ROOM ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK II ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE ZONE #2 Living Area 1 2,6421 48,2421 7,425 2,642 48,2421 7,425 1,410 53,350 1 1 1 1 i PAGE TOTAL 1 2,6421 48,2421 7,425 IF 1,410 53,3501 TOTAL i 2.6421 48,2421 7,4251 1,410 53,350 EnergyPro By EnergySoft User Number: User Job Number: Page: 19 of 32 1 ROOM LOAD SUMMARY PROJECT NAME DATE The Jacobs Residence 7/2/2007 iSYSTEM NAME FLOOR AREA HVAC-#3 656 EnergyPro By EnergySoft User Number: User Job Number: Page: 20 of 32 ROOM LOAD SUMMARY PROJECT NAME I DATE The Jacobs Residence I 7/2/2007 ISYSTEM NAME FLOOR AREA HVAC -#4 1 458 EnergyPro By EnergySoft User Number: User Job Number: Page: 21 of 32 ROOM HEATING PEAK LOADS Project Title Date The Jacobs Residence 7/2/2007 Room Information Design Conditions Room Name Master Suite Time of Peak Jan 12 am Floor Area 1,011 Outdoor Dry Bulb Temperature 260F Indoor Dry Bulb Temperature 8o°F Conduction Area U -Value QT of Btu/hr R-21 Wall 1011.0 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 x X X X X X X X X X x 0.0250 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 X X X X X X X 54 = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 1365 68.0 0.0690 54 253 4.0 0.5800 54 125 221.0 0.0690 54 8231 135.0 0.0690 54 503 4.0 0.3700 541 80 4.0 0.3700 54 80 75.5 0.0690 54 281 4.0 0.3700 54 80 4.0 0.3700 54 80 12.5 0.3900 54 12.5 0.3900 263 12.5 0.3900 54 263 10.0 0.3900 54 211 perimeter = 49k 0.7300 54= perimeter =10.0 0.7300 54 394 Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: 6,9971 Infiltration: 1.00 X 1.064 X 1 011 X 11.50 x 0.571 /601 x 1 54 = 6364. Schedule Air Sensible Area Ceiling Height ACH OT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 13,361 EnergyPro 4.3 by EnergySoft User Number: 3665 Job Number: Page: 22 of 32 ROOM HEATING PEAK LOADS Project Title Date ;The Jacobs Residence .7/2/2007 Room Information Design Conditions Room Name Living Area Time of Peak Jan 12 am Floor Area 2,250 Outdoor Dry Bulb Temperature 26OF Indoor Dry Bulb Temperature 80 OF Conduction R-38 Roof R-21 Wall R_21 W DefaultS( Idg Dr) (111) [R:21 -Wall Default (Swn Dr (100) R-21 Wall Pella Casement Vented F D.efaulL(.Sldg_D.r) (_tin. R-21 Wall P_ellaF_ixed�AQ IPella Fixed (AS) Pella Fixed IAA Pella Fixed Z R29 Wall P_ella_CasemenLVented- (A Pella -Casement Ven Pelta Casement Vented (G) Pella Casement Vented H 12ella Casement Vented Ll LDefaultL.Sldo Dr1 1106) IR -21 Wall Pella Casement Vented AT Pella Casement Vented AS [Pella Fixed -(N) Pella Fixed (P) Pella Fixed Solid-Mlond Door (199) �R -21 -\Nall P_el la.-CasemenLVented Pella Casement Vented (AQ) IAefauIL(Sldq�Do 1- 1) !Default (Sldg Dr) (105) Pella Casement Vented M Pella Casement Vented (L) Pella Casement Vented K Slab -On -Grade i Slab -On -Grade Area U -Value aT OF Btu/hr Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: 39,1861 Infiltration: i 1.00 x 1 sax 2 250 x 12.50 x 0.526 /60 x = 14,163 `schedule Air Sensible Area Ceiling Height ACH &T Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 53,350 EnergyPro 4.3 by EnergySoft User Number: 366E Job Number: Page: 23 of 32 ROOM HEATING PEAK LOADS Project Title Date The Jacobs Residence 7/2/2007 Room Information Design Conditions Room Name Bedroom 2 & 3 Time of Peak Jan 12 am Floor Area 656 Outdoor Dry Bulb Temperature 26 of Indoor Dry Bulb Temperature 80OF Conduction R-38 Roof 656.0 X 0.0250 X 54 = 886 R-21 Wall 48.0 X 0.0690 X 54 = 179 Pe1la_CaseEleat Ve bed_(Y) 10.0 x 0.3900 x 54 = 211 Pella Casement Vented U 10.0 x 0.3900 X 541 211 Default-(-Operable)-(W) 4.0 x 0.5800 x 54 = 125 R-21 Wall 136.5 X 0.0690 X 54 = 509 Pella Fixed (AD) 4.5 X 0.3700 x 54 = 90 Default Swng Dr) (109) 40.0 x 0.5300 x 54 = 1,145 D.efault4.Swng_Dr)_008) 40.0 x 0.5300 x 54 = 1,145 R-21 Wall 323.0 X 0.0690 X 54 = 1,203 R.2LW_.al 344.0 x 0.0690 x 54- 1 282 R-21 Wall 59.0 x 0.0690 X 54 = 220 Slab -On -Grade perimeter = 67.0 X 0.7300 X 54 = 2,641 S[ab-On-Grade perimeter = 8.0 x 0.7300 X 54 = 315 X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X 1 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 another room. Page Total: 1 10 161 Infiltration: 1.00 X1.064 X 656 X 10.00 X 0.657 16] X ® =F 4.129 Schedule Air Sensible Area Ceiling Height ACH DT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 14,290 EnergyPro 4.3 by EnergySoft User Number. 3665 Job Number: Page: 24 of 32 ROOM HEATING PEAK LOADS Project Title Date The Jacobs Residence 17/2/2007 Room Information Design Conditions Room Name Upstairs Casita Time of Peak Jan 12 am j Floor Area 458 Outdoor Dry Bulb Temperature 26°F Indoor Dry Bulb Temperature 80 OF Conduction Area U -Value OT of Btu/hr Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: 10,387] Infiltration: C 1.001 x 1.064 x 458 x 9.00 x 0.730 / 6 ] x = 2 8831 Schedule Air Sensible Area Ceiling Height ACH 6T Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 13,270 EnergyPro 4.3 by EnergySoft User Number: 3665 Job Number: Page: 25 of 32 458.0 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 X X X X x X X X X X X X 0.0710 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 X X X X X X X X 54 = = = = = = = = = = =RRP = = = c2191 = =626 = = = = = = = = = = = = = 17561 458.0 0.0250 54 618 247.0 0.0690 54 920 191.1 0.0690 54 7121 7.0 0.3900 54 147 7.0 0.3900 54 147 5.3 0.3700 54 106 5.3 0.3700 54 106 5.3 0.3700 54 106 198.0 0.0690 54 738 185.0 0.0690 20.0 0.5300 54 572 239.0 0.0690 54 891 274.0 0.0690 54 1,021 7.0 0.5800 10.0 0.3900 54 211 20.0 99 215.0 0.0690 54 801 I Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: 10,387] Infiltration: C 1.001 x 1.064 x 458 x 9.00 x 0.730 / 6 ] x = 2 8831 Schedule Air Sensible Area Ceiling Height ACH 6T Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 13,270 EnergyPro 4.3 by EnergySoft User Number: 3665 Job Number: Page: 25 of 32 i RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Title Date The Jacobs Residence 7/2/2007 Room Name: Master Suite Outdoor Dry Bulb Temperature: 112" F Floor Area: 1,011 sf Outdoor Web Bulb Temperature: 780F Indoor Dry Bulb Temperature: 68OFOutdoor Daily Range: 340F Orientation Area X X X X X X X X X X X X U -Factor X X X X X X X X X X X X CLTD N 1,011.0 0.0173 56.0 N 68.0 0.0690 23.0 E 221.0 0.0690 33.0 SE 135.0 0.0690 31.0 NW 75.5 0.0690 30.2 4.0X 25.4= 102 N 0.0x 18.5+ 4.0X 28.2= 113 NW 0.0X 18.5+ 4.0X 28.2= 113 N 0.0X 17.8+ 12.5X 26.5= 331 N 0.0x 17.8+ 12.5X 26.5= 3311 N Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total 1. Cooling Load Temperature Difference (CLTD) Fenestration Btu/hr 979 108 503 289 157 = 2 037 Orientation Btu/hr Shaded Area X X GLF + + Unshaced Area X X GLF = = = Btu/hr N 0.0x 31.3+ 4.0x 31.3= 125 SE 0.0x 18.5+ 4.0X 25.4= 102 SE 0.0x 18.5+ 4.0X 25.4= 102 N 0.0x 18.5+ 4.0X 28.2= 113 NW 0.0X 18.5+ 4.0X 28.2= 113 N 0.0X 17.8+ 12.5X 26.5= 331 N 0.0x 17.8+ 12.5X 26.5= 3311 N O.Ox 17.8+ 12.5x 26.5= 331 N O.Ox 17.8+ 10.Ox 26. 265 Page Total 1,813 Internal Gain Btu/hr Occupants 4 X Occupants X 230 Btuh/OCC. = 920 E ui ment X Dwelling Units X 1,6001 Wafts/Sgft = 1,600 Infiltration: 1.064 X 1.55 X 71.34 X = 5186 Air Sensible CFM ELA OT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 11,5551 Latent Gain Btu/hr !Occupants 0 x Occupants x 200 Btuh/occ. = 800 Infiltration: X 1.55 X 71.34 X 0. 500 63 = 2 977 Air Latent CFM ELA pW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 3,777 EnergyPro 4.3 by EnergySoft User Number: 3665 Job Number: Page: 26 of 32 0 4 4 i RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Title Date The Jacobs Residence 17/2/2007 Room Information Design Conditions Room Name: Living Area Outdoor Dry Bulb Temperature: 1120F Floor Area: 2,250 sf Outdoor Web Bulb Temperature: 780F Indoor Dry Bulb Temperature: 680F Outdoor Daily Range: 340F Opaque Surfaces R-21 Wall R-21 Wall R-21 Wall Orientation Area U -Factor CL -D 1 Btu/hr N N 2,250.01 x X X X X X X X X x x X 0.0173 X X X X X X x X X x x X 56.0 = = = = = = = = = = = = 2,180 466.01 0.0690 23.0 740 NE 128.0 0.0690 29.0 256 E 464.0 0.0690 33.0 1,057 SE 114.7 0.0690 31.0 245 S 394.8 0.0690 26.0 708 (SW) 114.6 0.0690 31.0 245 (W) 157.0 0.0690 33.0 357 W 24.0 0.5000 33.0 396 S 0.0 18.5 18.8 18.6 350 S 0.0 18.5 18.8 18.6 350 SW O.Ox 17.8+ 6.0X 24.0 144 Pan B Total s 18a Items shown with an asterisk (') denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Fenestration Orientation Btu/hr Shaded Area X X X X x x x X GLF + + + + + + + + Unshaded Area X X X X X X X X GLF = = = = = = = Btu/hr NE 0.0 30.3 72.0 47.3 3,406 E 6.0 30.3 30.0 61.7 2034 SE 0.0 17.8 11.3 24.0 272 SE 0.0 30.3 72.0 42.5 3,058 S 0.0X 18.5+ 18.8X 18.6= 350 S 0.0X 18.5+ 18.8X 18.6= 350 S 0.0 18.5 18.8 18.6 350 S 0.0 18.5 18.8 18.6 350 SW O.Ox 17.8+ 6.0X 24.0 144 SW 0.0 17.8 6.0 24.0 144 Page Total 1o,as7 Internal Gain Btu/hr Occupants 4 X Occupants X Btuh/OCC. = EJ 230X 920 E ui ment Dwelling Units X 1 soo Watts/sqft = 1,6001 Infiltration: 1.064 X 1.55 X 158.76 X = 11541 Air Sensible CFM ELA DT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 48,242 Latent Gain Btu/hr !Occupants ®X Occupants X 200 BtUh/oCC. = 800 Infiltration: X 1.55 X 158.76 X 0.00563 = 6 625 Air Latent CFM ELA pw TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 7,425 EnergyPro 4.3 by EnergySoft User Number: 3665 Job Number: page: 27 of 32 1 r O >I RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Title Date The Jacobs Residence ,7/2/2007 Room Information Design Conditions Room Name: Living Area Outdoor Dry Bulb Temperature: 1120F Floor Area: 2,250 sf Outdoor Web Bulb Temperature: 780F Indoor Dry Bulb Temperature: 68OFOutdoor Daily Range: 340F Opaque Surfaces Orientation Area U -Factor CLTD 1 Btu/hr NW 261.6 X 0.0690 X 30.2 = 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 another room. Page Total 1. Cooling Load Temperature Difference (CLTD) Fenestration Page Total 7,223 Internal Gain Btu/hr Occupants 4 X Occupants X 230 Btuh/OCC. = 920 IIEauipment 1 X Dwelling Units X 1 1,6001 Watts/sqft = 1 1,6001 Infiltration: 1.064 X 1.55 x 158.76 X = 11541 Air Sensible CFM ELA OT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 48242 Latent Gain Btu/hr Occupants ®x Occupants x 20o Btuh/occ. = 8001 Infiltration: 14,7711. x 1.55 x 158.76 x 0.00563 = 6,625 Air Latent CFM ELA pw TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 7,425 EnergyPro 4.3 by EnergySoft User Number: 3665 Job Number: Page: 28 of 32 Orientation Shaded Area x X X- GLF + + + Unshaded Area X X'r36.3 x GLF = = = = Btu/hr SW 0.0x 17.8+ 13.8x 24.0= 332 SW 0.0x 17.8+ 13.8X 24.0= 332 SW 0.0x 17.8+ 13.8X 24.0= 332 SW 0.0 30.3 72.0 42.5 3,058 W 0.0X 17.8+ 5.0X 33.8= 169 W 0.0X 17.8+ 5.0X 33.8= 169 W 31.6 18.5 8.4 891 W 31.6X 18.5+ 8.4x= 891 W 31.6X 18.5+ 8.4x. 891 N 0.0X 17.8+ 6.OX 26.5= 159 Page Total 7,223 Internal Gain Btu/hr Occupants 4 X Occupants X 230 Btuh/OCC. = 920 IIEauipment 1 X Dwelling Units X 1 1,6001 Watts/sqft = 1 1,6001 Infiltration: 1.064 X 1.55 x 158.76 X = 11541 Air Sensible CFM ELA OT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 48242 Latent Gain Btu/hr Occupants ®x Occupants x 20o Btuh/occ. = 8001 Infiltration: 14,7711. x 1.55 x 158.76 x 0.00563 = 6,625 Air Latent CFM ELA pw TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 7,425 EnergyPro 4.3 by EnergySoft User Number: 3665 Job Number: Page: 28 of 32 RESIDENTIAL ROOM COOLING LOAD SUMMARY Title Room Information Design Conditions Room Name: Living Area Outdoor Dry Bulb Temperature: 112°F Floor Area: 2,250 sf Outdoor Web Bulb Temperature: 78°F Indoor Dry Bulb Temperature: 68 of Outdoor Daily Range: 340F ,-Jul raL.w Orientation Area U -Factor CLTD 1 X x = X X = X X = x X = X x = X X = X X = X X = X X X X = X X = x X Pa a Total Items shown with an asterisk (') denote conduction through an interior surface to another room. g 1. Cooling Load Temperature Difference (CLTD) Fenestration Btu/hr Orientation Shaded Area X X X X X X x x GLF + + + + + + + Unshaded Area X x x X X x x X GLF = = = = = = = = Btu/hr NW 0.0x 17.8+ 6.0x 26.5= 159 NW 0.0 30.3 108.0 47.3 5,110 N 0.0 30.3 72.0 47.3 3,406 NW 0.0 17.8 13.8 26.5 366 N 0.0X 17.8+ 13.8X 26.5= 366 N 0.0X 17.8+ 13.8X 26.5= 366 i Page Total s 772 Internal Gain Btu/hr Occupants 4 X Occupants X 230 BtUh/oCC. = 1 920 E ui ment X Dwelling Units X 1,600 Watts/Sgft = 1,600 Infiltration: X 1.55 X 158.76 X = 11541 Air Sensible CFM ELA OT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 48,242 Latent Gain Btu/hr _Occupants x Occupants X 200 Btuh/oCC. = 800 Infiltration: 4,77 X 1.55 X 158.76 X 0.00563 = 6 625 Air Latent CFM ELA n w TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 7,425 EnergyPro 4.3 by EnergySoft User Number: 3665 Job Number: Page: 29 of 32 I 0 n a • RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Title !Date The Jacobs Residence X7/2/2007 Room Name: Bedroom 2 & 3 Outdoor Dry Bulb Temperature: 112"F Floor Area: 656 sf Outdoor Web Bulb Temperature: 78°F Indoor Dry Bulb Temperature: 68OF(Outdoor Daily Range: 340F ✓r. MMU aur Iacra Wall Wall Orientation Area X X X X X X X X X X X X U -Factor X X X X X X X X X X X x CLTD 1 = = = = = = = = = N 656.0 0.0173 56.0 N 48.0 0.0690 23.0 E 136.5 0.0690 33.0 SE 323.0 0.0690 178 SW 344.0 0.0690 31.0 (NW) 59.0 0.0690 30.2 18.5+ 4.5X 36.3= 164 E 0.0 30.3 40.0 61.7 2,469 E 0.0 30.3 40.0 61.7 2,469 Pa a Total Items shown with an asterisk (') denote conduction through an interior surface to another room. g 1. Cooling Load Temperature Difference (CLTD) Fenestration FxdWdw Btu/hr 635 76 311 691 736 123 2 572 Orientation Btu/hr Shaded Area X X X X X x X x x GLF + + + + + + + + I+ Unshaded Area X X X X x x X x x GLF = = = = = = = = = Btu/hr N 0.0x 17.8+ 10.0x 17.8= 178 N 0.0 17.8 10.0 17.8 178 N 0.0 31.3 4.0 31.3 125 E 0.0x 18.5+ 4.5X 36.3= 164 E 0.0 30.3 40.0 61.7 2,469 E 0.0 30.3 40.0 61.7 2,469 Page Total 5,58a Internal Gain Btu/hr !Occupants 4 X Occupants X 230 Btuh/OCC. = FX 920 E ui ment Dwelling Units X 1 600 Watts/sgft = 1,6001 Infiltration: 1.064 X 1.55 X 46.29 X = 3 365 Air Sensible CFM ELA "T TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 14 041 Latent Gain Btu/hr (Occupants IF 41 x Occupants X 200 Btuh/OCC. = 800 Infiltration: �4,77i X 1.55 X 46.29 X 0.00563 = r 1,932 Air Latent CFM ELA pw TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2,732 EnergyPro 4.3 by EnergySoft User Number: 3665 Job Number: Page:30 of 32 s v ■ 3 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Title Date The Jacobs Residence 7/2/2007 Room Information Design Conditions Room Name: Upstairs Casita Outdoor Dry Bulb Temperature: 1120F Floor Area: 458 sf Outdoor Web Bulb Temperature: 780F Indoor Dry Bulb Temperature: 68 of Outdoor Daily Range: 340F Opaque Surfaces Orientation Area U -Factor CLTD 1 Btu/hr Items shown with an asterisk (') denote conduction through an interior surface to another room. Pace Total 1. Cooling Load Temperature Difference (CLTD) Fenestration Orientation 458.0 X X X X X x X X x x X X 0.0710 X X X X X X X X X X X x 19.0 = = = = = = = = = = N 458.0 0.0173 56.0 NE 247.0 0.0690 29.0 E 191.1 0.0690 33.0 SE 198.0 0.0690 31.0 S 185.0 0.0690 26.0 (SW) 239.0 0.0690 31.0 (W) 274.0 0.0690 33.0 N 215.0 0.0690 30.2 608 W O.Ox 31.3+ 7.0X 439 W O.Ox 17.8+ 10.0x 338 W Items shown with an asterisk (') denote conduction through an interior surface to another room. Pace Total 1. Cooling Load Temperature Difference (CLTD) Fenestration Orientation Shaded Area X x X GLF + + + Unshaded Area GLF r 33.8= 33.8= 36.3= 36.3= 36.3= X 30.4 62.7= 33.8= X1 62. X = _ Btu/hr E 0.0x 17.8+ 7.0x E 0.0x 17.8+ 7.0X E237 237 E 0.0x 18.5+ 5.3X 193 E 0.0x 18.5+ 5.3X 193 E 0.0X 18.5+ 5.3X 193 S 0.0 30.3 20.0 608 W O.Ox 31.3+ 7.0X 439 W O.Ox 17.8+ 10.0x 338 W 0.0 31.3 20.0 1,255 Page Total 1 3,692 Internal Gain Btu/hr Occupants 4 x Occupants X 230 Btuh/occ. = 920 E ui ment 1 X Dwelling Units x 1,6001 Wafts/Sgft = 1 1,6001 Infiltration: 1.064 X 1.55 x 32.32 X = 2349 Air Sensible CFM ELA .OT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 12,8911 Latent Gain Occupants IF 4 x Occupants x 200 Btuh/occ. Btulhr 800 Infiltration: x 1.55 x 32.32 x 0.00563 = Air Latent CFM ELA pw TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2,149 EnergyPro 4.3 by EnergySoft User Number: 3665 Job Number: Page:31 of 32