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06-3369 (AR)P.O. BOX 1504 78-495 CALLE'TAMPICO f LA QUINTA; CALIFORNIA 92253 BUILDING & SAFI OUILDIN( Application Number: '--06-00003369 Property Address: 79030 VICTORIA DR APN: 604-371-018-110 -27899 - Application description: ADDITION - RESIDENTIAL r Property Zoning: LOW, DENSITY RESIDENTIAL Application valuation: .16984 Applicant: Architect or Engineer: ' LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: - - - - - - - - - - License No.:. E FOOTAGE Date: - Contractor: n. OWNER -BUILDER DECLARATION - I hereby affirm under penalty of perjury that -I ani exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the . _ permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9.(commencing with Section 7000) of Division 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.ISec. 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 intendedor 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.). ' I )' 1, 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 If _ %Date: ".iOcaner:. • S� rl 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 •� .. _ I VOICE (760)777-7012 FAX (760) 777-7011 DEPARTMENT INSPECTIONS (760) 777-7153 ERMIT Date: 12/06/06 Owner: ARELLANO CELIA " ti 79-030 VICTORIA DR. LA QUINTA,,CA 92253 - Other struct info a ' D Contractor: y Owner �Ec. 18 2006. CITY LA QUINTA DITION 2001/ MA CE DEPT WORKER'S COMPENSATION DECLARATION +hereby affirm under penalty of perjury one of the following declarations:. have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section, 3700 of the Labor Code, for the, performance of the work for which this permit is ' issued. _ - I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: - - Carrier " 1.00 Policy Number' NO _ I certify that, in the performance of the work for which this permit is issued, 1 shall not employ any person many manner so as to become subject to the workers' compensation laws of California, - and agree that, if I should become subject to the workers' compensation -provisions of Section 3700 of the Labor Code, I shall forthwith com/Zith provisions. ant1 �Date� / -:Applic: .J�PJ//a / , 2) ��Q X WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL _ SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND - DOLLARS ($1.00,000). 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 980 days will subject ' permit to cancellation. - - I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, andhereby authorize'representatives ^ of this cou ,y to enter upon the above mentioned proper r inspection rpose ure Da / Signature (Applicant or Agent)' -'Application Nu ,er 06-00003369, Permit :BUILDING. PERMIT ,.. Additional'desc Permit.Fee 180.00 Plan Check-Fee 117:00 Issue-Date" Valuation.". 16984 Expiration Date,,. 6/04/07 Qty Unit:Charge: Per .. Extension • _. BASE FEE 45.00. 15.00 9.0000 THOU BLDG 2',001-25,000, 135.00= --- - -- - -- - - - -- - -- - - - - - -- -- - ---- Permit ELECT.-.ADD/ALT/REM Fi Peditional. desc' Permit Fee 28.,16. Plan Check Fee' 7.04 .,. 'Issue Date . . . Valuation'. 0 Expiration Date 6/04/07 Qty Unit Charge Per Extension. BASE FEE 15.00 376.00 .0350 ELEC NEW,RES.- 1 OR 2-FAMILY'' 13.16 - Permit . . MECHANICAL Additional desc . Permit. Fee 30._50.Plan Check Fee 7.63 Issue Date Valuation 0' Expiration Date 6/04/07 Qty Unit Charge Per Extension BASE FEE. 15.00 1•.00 9.0000 EA'. MECH.APPL REP/ALT/ADD 9.00 " i 1.00 6.5000 'EA MECH VENT.FAN - 6.50 Permit . . . . . ... PLUMBING Add itional:desc •.:, ; - Permit Fee 36:00 Plan Check Fee 9.00 I.ssue,Date Valuation 0 Expiration Date 6/04/07. Qty ,.Unit Charge Per Extension' BASE FEE ` 15..00 3.00 6.0000-EA" PLB FIXTURE: 18.00 1.00 3.0000 EA PLB WATER•INST/ALT/REP = 3._00 Special"Notes and Comments CONVERT.GARAGE TO LI,VING SPACE 228. SQ. LQPERMIT Application Number 06-00.003369 Special Notes and -Comments' FT. AND ADD 147 SQ. FT. TO GARAGE CONVERSION.December 6„ 2006 10:21,:13 AM jjohnson,TOTAL SQ.. FT. 376 . Other Fees .., . , ' , ENERGY REVIEW FEE `11.70 .. STRONG.MOTION (SMI) - RES. _ Fee summary Charged Paid Credited Due �• Permit Fee Total" 274.66.:.. ,-0.0 :00- :274.66` Plan Check.Total ^ 140,.67 00 00 140.67 Other Fee Total- 13.39 .00 00 13.39 Grand Total428.7.2 00 00 428.72 1 , ,_LQPERDIIT A Bllt 4Ci �.. �. of La City Qui nta Building & Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Permit Application and Tracking Sheet Permit # �/ . /� (CC��/ / MBuilding Project Address:9—coo WIZ Owner's Name: A. P. Number: Address: D1/1,diKWA Legal Description: City, ST, Zip: AYfA CA ?Q3 Contractor: t L) &S Telephone 0 1 Address: Project Description: City, ST, Zip: ... AJvp Telephone: State Lic. # : City Lic. #: O • Arch., Engr., Designer: Address: City, ST, Zip:z 22$ Ghiaw cwu_, _J /1,47 PE Telephone: _ ? ' State Lic. #: Name of Contact Person: ' C L Construction Type: Occupancy: Prdject type (circle one): New Add'n Alter Repair Demo Sq. Ft.: #Stories: #Units: Telephone # of Contact Perso 5"7& Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Z'l,Pv Reviewed, ready for rrections 1 Plan Check Deposit Truss Calcs. Called Contact Erson Plan Check Balance IL Energy Cities.Plans picked up t©� Construction Flood plain plan Plans resubmitted 11/7/06 Mechanical Grading plan 2°° Review, ready for correctio sfissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue 1 t7 School Fees t Total Permit Fees. . X1 1 (9 _-� PIc)2 /0 ('0. 1IZ5 NGs R,Fc— /0/2/C� 9-M /?FC 1613for. ASS 2 FC tl 7106C312.0K)z Due- zf�d�O 1 1+ 1 O(o 5t CL. AFPIZ�OVA BL,E y �'..4•L� , ., � ya. ,� .fie - s, r .. - � • Y a _ � CERTIFICATE OF COMPLIANCE ��F1,FZ _ ' Desert Sands Unified School District y } - • - 47950 Dune Palms Road j.'-¢ BERMUDA DUNES.r. V) RANCHO MIRAGE Q Date -.12/13/06 La Quinta, CA 92253 INDIAN WELLS . r G/✓ PALM DESERT ..No.., 29089 , - (760) 771-8515 ,,, LAQUINTA INDIO tt Owner Celia Arellano _ APN # y 604-371-018 - Address 79030 Victoria Dr' Jurisdiction 'La Quinta ` City La Quinta Zip 92253' Permit # , a ` .,.Tract # Y Study Area Type. Res identiaLAddition . ' .y No. of Units r A Lot # No. Street S.F. Lot # , ',No., Street S.F. Unit -1 110 -79030 Victoria Dr ' 376 _ .Unit 6' ` Unit 2Unit 7 y Unit 3 1 Unit 8 - Unit 4 Unit 9 Unit 5. - Unit 10 Comments r *, At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 5 a 00 square feet, detached accessory structures (spaces that do not contain facilities for living, *sleeping, cooking, eating or sanitation) or replacement mobile ho ` mes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: F Residential Addition 500 Sq Feet or Less ` r •. ' ,EXEMPT _ � _'` ` '+v.i Y , , .. ` 4' *, = • •'.This certifies that'school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. t in the amount of $0.00 X 376 S.F. or $0.00. have been paid for the property listed above and that - r, .building permits and/or.Certificates of Occupancy for this square footage in this proposed project may now. be issued.,. Fees. Paid By 'Exempt - Celia Arellano -Check No. - Name on the check , Telephone 345.8592 ` - Funding Exempt By Dr. Doris Wilson A . ,, ; Superintendent Fee collected /exempte d by S ro ' i r F Payment,Recd .6.00 d4,4 Over/Under 'r BFy r~i ' •v� Fla .. �'» Signature- s 4: c _ .Z� NOTICE: Pursuant to Government Code Section 66020(d)(1), is wi serve to notify you that the 90 -Jay approval pe nod in; nrhich you may protest the fees o . f r other payment identified above will begin to run from the date o ich the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them`on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated k Embossed Original Building Department/Applicant „'Copy - Applicant/Receipt Copy -Accounting .;max � -., . �� •e �+ T� • � � . ,; . � , FA. CALIFORNIA w y ok vJ —! FI�.V ILDING & ST, h f APPYl:; .. LFQEE FOR CONS DAT 1 6 r - (7 B 4 � tiff `T �• t -; �* � � �� �� � � �� moi- �, - � mar •�! �� ! • CALCULATIONS 2 OF 14 ' ` 4 A CUSTOM ADDITION FOR MRS. ARELLANO '11/6/06 ".. LOAD . .............. ........ ....... ....... Page 3 a ! BEAM....................................................Page 4 set �t � COLUMN 1 Page � �` • •ti • • T � ... ',. -. � ... ... !• <,, � ' ,r-' � � ss h a LATERAL ANALYSIS ::.. . ... +... Page 7- ,.. �. SEISMIC ZONE.... Page 9 ... ... .. ;• SHEAR WALL REQUIREMENTS..: Page ',.. s `FOUNDATION Page 16 !.. .........: .......... ... e v � .? .. 4 � .t a . n e l h.y ,i*• ! , • �. - � I ..w� Sr. . i T.i .w t Y i•. - �,,P . �, P .4,. 11 • � p• ,. <. a .. .. • •� Al 14 CALCULATIONS i,:--3_. OFI-14 A. CUSTOM ADDITION FOR , M, f?. MRS. ARELLANO 11/6/0.6 R LOADS - ROOF EXTERIOR,WALLS PSF r: PSF - WOOD STUDS = 2 w TILE 9 1/2",GYP BD.f- SHEATHING,= ti 7/8" STUCCO RAFTERS =, 1.11 14, '2 INSULATION=. 1•' '+ 'tiINSULATION GYP.' BD. = r 6 D.L.= 15: PSF , ,, • .' �'' D.L= 19 Ll = ti ,16 TOTALIOAD = 35 PSF = } INTERIOR WALLS • ... r t r PSF WOOD STUDS= 2 1/2 GYP.BD.2SIDES = -3 INSULATION - 2 , _r D. L = .7 PSF i:� el oh - CALCULATIONS 4 OF 14 A CUSTOM ADDITION FOR,' r MRS. ARELLANO 11/6/06, 1. BEAM DESIGN y. n BEAM 1 .DOUGLAS , 5: " FIR -LARCH No 1= Fb = 1000 psi z SPAN = 13.0 ft ` .. P Fv = y 95 psi TRIB. AREA = 10.0 , ft E _. 1700000 psi Load Factor Co = 1.25 ,; •. y Wet. Service Factor CSP = 1.00 , r D.L = 19.0 Ib/ft Temperature Factor Ct = 1:00 Ll = 16.0 Ib/ft Size Factor_ CF = 1.00 • �. . iT. TOTAL 35.0 Ib/ft y Repetitive m. Fact. Cr = 1.00 ` . " Incising Factor Ci = 1.00 y $ Shear stress Factor CP, = 1.00 W =. 350.0 Ib/ftR ,. M=WxL'/8 , z a i 350 lb/fl x ..: M= _ 7393.8 ft -Ib „ M= • 88725 In -Ib :. t WxL/2 .-'. 73;OO.fl• BENDING V= 2275 -lb F -b = Fbx(CD)(CM)(Ct)(CF)(Cr)(Ci) - F'b = 1250` psi USE Req'd S = M,/ F'b . S= 70.98 in^3' - ` 6 X,12 Area = 63.3 in^2 . , • , Section= ,121 inA3 ` $ ALLOW F'b = ACT. f b = w Moment of Inertia= 697 in^4 `1250 , t c _ « psi > 732.1 psi OK .. , y• j ,•`.' SHEAR ' ,. , F'v = Fv(CD)(CM)(Ct)(CH) f v = 1.5 V /A :•� i r, } ' F'v - 119. psi > f v = 53.95 psi OK r � DEFLECTION �•, h �y .+ 5WLL^4 = 0.19 in ct, 384 E' I OK s` s , E'= E (CM)(C{)(C) 1700000psl ' , . i .. BEAM 6 X 12 •�, ', , �, . , t dmax= L/240 = 0.65 in f it , . f . ... Yy � •' '. ` ` -�' 'Stir ,. '� -CALCULATIONS s OF 14 CUSTOM ADDITION FOR MRS. ARELLANO 11/6/06 BEAM DESIGN BEAM: 2 - c SPAN = 10.00 It dist. (a)= 4.00- ft DOUGLAS FIR -LARCH No 1= Fb = 1000 psi dist (b)= 6.00 ft Fv = 95 psi E= 1700000 psi , , ' P= 2275 'Lb LOAD FACTOR Co.= 1.25 F r Wet. Service factor CM = 1.00 Dl 19.0 Ib/ft Temperature factor Ct = 1.00 0 L. L. 16.0 Ib/ft ' Size factor CF = 1.00 TOTAL 35.00 Ib/ft Repetitive m: Fact. Cr,= 1.00 TRIB.AREA =. 4 ft Incising Factor Ci = 1.00 • ;' "- .;,. r Shear stress Factor CH'='1.00 P= 2275 ib n W = 140.000 Ib/ft a b M=WxLI/8+Pab/I _ a .; •`; 4 e 0. M= 7210.0 ft -Ib < ,ao mia M = - - 86520 in -Ib " R1= +� R2=t _V= R1= W L /2 + Pb/L ' j' VI--, E 10.00 a R 1= 2065 Ib r , BENDING V= R2= W L /2 + Pa/L F'b= Fbz(CD)(CM)(Ct)(CF)(Cr)(Ci), R2= ' ` 1610 ` IF'b = 1250 psi o USE t Req'd S = M / F'b' S= 69.22 in^3 4 X 12' Area = 39.38 in^2~ `„" ;moi ?- * , Section= .73.83 in^3 : r. t f li = M/S ' Inertia= 415.3 in^4' r . ' •��A , ' �' F'b = 1250 psi > f b = 1171.9 psi OK:.,'. • i J. r t SHEAR s . F'v = Fv(CD)(CM)(Ct)(CH)• - f v = 1.5,V / A R= 2065' s ' • . • F'v'= 119,0si > f = ,78.66 psi OK DEFLECTION 5W� L^4 +t Pa ^2 b^2 = 0.1515 E'= E (CM)(Ct)(C 1700000 -.psi,' 1: r 384E'I 3 E I L r d max = L / 2410.50 in OK >'' I q:y BEAM 4 X 12 ,I, ,, •`. ..fes .. •• ` „ ~Y•t ',�.. ,� l I i �_ 1+• _ , I E CALCULATIONS 6 OF 14. y r CUSTOM ADDITION FOR •A, MRS. ARELLANO 11i6i06 BEAM DESIGN HDR DOUGLAS FIR -LARCH No 1=� Fb= 1000 psi A SPAN 4.0 ft Fv = 95 psi , TRIB. AREA = 6.0 'ft E ='-1 700000 psi Load . Factor Co = 1.25 r Wet. Service Factor .CM = 1;00 D.L = 19.0 Ib/ft Temperature Factor' Ct = 1.00 `+ ' Ll = 16.0 Ib/ft Size Factor CF = 1.00 M •� TOTAL 35.0 Ib/ft Repetitive m. Fact* Cr = 1.00 Ft . Incising Factor Ci = 1.00 T R¢• F. fV Shear stress Factor CH = 1.00 W = 210.0 Ib/ft w zoo ime M= 420 .0 ft -Ib "�' '° • : K G M= 5040 in -Ib t - t 4.00 ft V- VU X L•/'2 *} BENDING V= 420 Ib t F'b = Fbx(CD)(CM)(Ct)(CF)(Cr)(Ci) i ; . -.• ::. , ' F'b = 1250 psi, , 'USE Req'd S_= M / F'b S= " 4.03 in13 4 X 6 Area = 19.3 in^2 f b = M/S Section= 17.7; in^3 , ALLOW F'b _ ACT. f b = - Moment of Inertia= 48.5A in t ,4 X1250 psi > 285.6 psi OK .' X- •yY .}. .. ..� + '1 a �1 SHEAR' F'v = Fv(CD)(CM)(Ct)(CH) fv = 1.5V/A,, :• .` . �:. F'v = 119 psi > f v = 32.73 psi OK • 'f x #,Y�,, DEFLECTION *' tir * t ^'� r 5WL L^4 '0.01. in _ 384 E' I OK ` E'= E (CM)(Cf)(Ci) 1700000 psi" 4 BEAM 4 X 6 Y ` d max = L / 240= ,0.20 in .• 'y, .fir. �. ;i' , :, - •. r ,� y�•.C�`'�._4. �,. M1 - .. .F �. - - ,. 1• .. 'f. - r. �;� - '-mak:.-'y: t f' • 4 ,` � , , • . s•_ 5 • CALCULATIONS 1 7 OF 14 � s.. • �•, I . , A CUSTOM ADDITION FOR MRS. ARELLANO - , 11/6/06 LATERAL ,FORCE ANALYSIS ., -W I'N D 80 mph Exposure C ,P = Ce Cq qs Iw 'Cq = 1.30 �; � '.qg: =µ' } 16.4 . ,. .�. � • ^, - ,, Iw: _ } 1.00 R ,•, P= 22.60 PSF- ` WIND LOAD= 225.992#'ftr SEISMIC ZONE:4 ' _- SOIL PROFILE TYPE ASSUMED: SD 'f SEISMIC SOURSE TYPE': A:' +^ DISTANCE TO SEISMIC SOURSE 10 KM Fir 'Na = 1;0 • 1 = 1.0 • Nv= 1.2 'r Ca 0.44 ✓• , y Z _ .. 0.4 R= 5.5 ' r •CV- V 2J5Ca IW/R = 0.20 W (30 -'5) 'V =�CvIW/RT= 0.18'W x V= 0:11 Ca I W= � 0.05 W (30-6) Y } V = 0.8 Z Nv I W/R,= 0.07 W • (30-7) r +A..�• ,' • � .'•/ *; �G -m, r� «. .t�• - y, t{,V.; ryF Y h } .' _ - ti _ a 8_0F 14: r .. CALCULATIONS`' A CUSTOM ADDITION, FOR '• MRS. ARELLANO '.r z, 11606, , : • ' +- BUILDING CODE 1997 . «'UNIFORM MAPS OF KNOWN -ACTIVE FAULT ' NEAR SOURCE ZONE,IN CALIFORNIA wlr t K... h - - � t°� ^ �-r-',�i.. •�' a tc �.2 t .' "'?a4 vr`ry l5« Contours horizontal distance to known seismic sources of.closest a l ' 4 . 1r 4 t _ • ' !' { ' '.I. _ 1, a.. i „i11 .ii � •. is , \ to .. v.� 'r. .�d •. .� �•• {` '� •S f .. _ ..� P - ,. • Lt .i t •F. .� 3 •!M U . l i� M. tom, -r r gw'i3a':. i ., -._A • •' i a- ! •y ei t5^�'i V `♦ , • f ..., X'f 4k / a• Slit `•� l x , .,., a\ ' 1 iT , t.- +1 - ����.'', r�♦ !w r ` gbb 4 ��{, � � •$ � �, ; '.;r �. # � r v-•� ., S • 7 a ♦ A L . -�:� f, ,. rl r'.; ` + 1 ` ,�• f _ G� . 1'7+� • f•• f' ! .." Vit} ,./. , f;. r; 1. 'y i� a • a ):,;� .. i { , ti � + t ! .. �+ t• `n a E d �� �t a - ,.+ . �,°^ "� z t, « ��+; s .y5r f �" a, . « '' +'"i I. •,ter �'� 7{: t�r• ' •L+t ' Y.,11 .f � yy�.r {�F - , � L•. fv` „� f c 1 .-°J,.•�'7F �' .j' � {,�ir�fr 4 '�,4 :� �;' -_• --f'} 1+h r'' ��': `i1" •:1' `.[ L f r'' a a� _ .L'A'S. !, •%t �Y -�1. `4 i��.S'.c •"j' .. A • 1c4 . ` ,�., ,.�Lpt, `if u �' f.:'r' r-`1 ;�' •.` _ f,' 1a- ` u,t 4 ft r'rtfi• �.f `. .14.'' `:} j _ .. :'y' .'�. Inyi 1 !," '4 1l r M* i '�, a a,•i A t �., .;! ... ti- '' +.�, �.F. � c. t �,'� 4a�t 'a� i l � � � 7 r '�. ! ` � r r.4 ¢ `•�F t" a r.t� f , i � �:. �.. = c . rr. r�+:rf �' d,. . •� {wt Jr kw , •J CALCULATIONS 9 OF 14 of •4.. ^y ,t .9 :.. .. _ 1 ° ' A CUSTOM ADDITION FOR' :�. 'MRS. ARELLANO11/6/06 .SEISMIC (CONTINUED) ` D. L. # r _ ROOF. 19 psi \ EXT. WALLS 15 psi . a SEISMIC, V,= -'bJ4 '? WALL HT = loft DIAPH=20X18 i TRANSVERSEL .. . L`ONGITUDINAL... .. } ; f , I WORST 18 FTWORST 20 FT; .= y +, F -ROOF342 ROOF = 380 tiY k g ` 2 Walls = 150 2 Walls_ = 150 492 530 y X. 0.24 1. X-0.24 t r '. + •I 'l 18 °# ft (MAX) 127•'• # ft (MAX) '# { SEISMIC =127PLF < 225.99 'WIND .. r ,. W=- 226 ^2 / 8b, " L--1"2'9- _ 627.7778 r A f NAIL = TABLE 23=III-C-2: TOTAL NAIL =' LOAD /NAIL= 3.35 PROVIDE (8:PAIR) 16 d.COMMON ! '@ E:A 4'-0" SPACE @TOP CHORDS YF l y _ CALCULATIONS i= 10 OF 14 s - A CUSTOM ADDITION FOR MRS. ARELLANO 11r6io6 SHEAR WALL REQUIREMENTS - 5 FT I ROOF D. L. = "1'9 WALL HT,1 = 9 WALLS D.0 = 15 UPLIFT FORMULA: 4, t + (Vh-(2/3. (wb L^2/2)+(WwU2)))/ L FIRST FLOOR WALL LAT.FORCE TRIB. AREA TOTAL CE FOR TOTAL RESIBT,WAL SHEAR FORCE LOAD (V) UPLIFT. FORC SHEAR WALL HOLDOWN A35- -• 5/8" BOLT TRUC - SPACING NO. PLF Ft. LB WALL (Ft) - FT (L) # / ft WALL- SEG # TYPE TYPE 1 E.A. BLOCK S(in) •• NOTES_ - A 226 9 2034 10 10 203 2034 1213 1 HTT22 1 48 W 1 B 226 10 2260 7.2 3.8 314 ' 1193 2683- 2 HTT22 1 32 B- 226'" .-10 2260 7.2. 3.8,. 314 1193 2683' 2 HTT22,. .�, .1 32 A r C 226 9' 2034 10 + 10 203 .2034 1213 1 HTT22„ 1 48 ' D - • 226 ' 10 : `. 2260 • , 14.5 7.5 156 1169 1167 1 HTT22 1 "48 I.- D `' '.226 10 . 2260 14.5 7 156- 1091 1179'i . 1 i HTT22 f.' 1 48 w ti y UPLIFT FORMULA: (Vh-(2/3 (wb L^2/2)+(WwU2)))/ L. "WALL Vh Wb 2/3(WbL^2l2) ° ' WwU2 (b) f�PLIFT�Cj s.'• A 18306 171 , 5729' 675 9ft ,-1213 B 10735. 76 ' 368. ' 257 4 B , ` 10735' , 76 368 ''257 4 .2683 2683 C 18306: 171 5729 675. _ < 9 1213. ' D ` 10521 76 1432 506' , 4 1167 ' D 9819 76 1248 473, 4" •`1179 Ki r" -E t r. 17 i �-. .. '` .r '+•P " _ y .. .. ... � � � �) a } ` r 11 OF 14. CALCULATIONS 7-, A CUSTOM ADDITION FOR MRS. ARELLANO , 11/6/06 t. SHEAR WALL CONSTRUCTION - i ' D1/2" GYPSUM,WALL`' BOARD APPLIED DIRECTLY*TO 2x STUDS WITH STANDARD WALLBOARD NAILS (1'5/8" x.086" DIAMETER w/ 9/32" HEADS)'OR 5d COOLER NAILS (1? " x•.086" DIAMETER w/ ;• -15/64" HEADS) AT 7" O/C MAX. TO ALL STUDS, SILLS, PLATES AND•BLOCKING. ANCHOR w/ 5/8",' r '' •' DIAMETER x 10" LONG ANCHOR BOLTS (w/ 2" x 2" x 3/16" THICK PLAT&WASHERS BETWEEN NUT:V t .AND WOODSILL) @ 6'-0" O/C MAX. (ALLOWABLE LOAD: 50PER UBC TABLE 25-1— 1997 UBC) -kit— t 7/8" PORTLAND CEMENT PLASTER ON WOVEN; WIRE OR EXPANDED METAL LATH NAILED AT EACH STUD,' SILL AND PLATE @ 6" O/C MAX. w/ No., 11'' x 1'/Z' GALVANIZED NAILS WITH 7/16' ` _ -' DIAMETER HEADS OR ATTACHED w/: No. 16 GAUGE STAPLES HAVING 7/8" LONG LEGS. ANCHOR' w/ 5/8" DIAMETER x 10".LONG ANCHOR BOLTS 7". EMBED MIN (w/ 2" x 2" x3416`THICK PLATE` - WASHERS —SEISMIC ZONE 4 ,BETWEEN NUT AND WOOD SILL) 48" O/C MAX: .@ (ALLOWABLE LOAD: .180 Of —PER UBC TABLE 25-1-1997 UBC) N y r e , THE 'NEXT THREE (3) SHEAR WALL. TYPES SHALL ALL HAVE THE FOL'LOWING,- IDENTICAL STRUCTURAL WOOD PANEL DIAPHRAGM: •(WALL1 , 2 & 3 ONLY) , ' D3/8" CDX APA PLYWOOD OR 3/8" ORIENTED STRAND BOARD APPLIED THE DIRECTLY,TO STUDS, .WITH THE-LONG DIMENSION OF FULL PANELS LAID,PARALLEL OR PERPENDICULAR TO ., THE . LENGTH OF: THE, STUDS, ALL EDGES ',OF 'EACH PANEL SUPPORTED. ON STUDS, SILLS,,' : PLATES OR BLOCKING AND NAILED AND ANCHORED AS FOLLOWS: 1 t>8dCOMMON NAILS @ 6". O/C AT ALL PANEL EDGES, AND 8d COMMON NAILS @ 12" O/C AT. .ALL FIELDS. ANCHOR WITH ,5/8" DIAMETER BY 10` LONG ANCHOR BOLTS AT 48" O/C. y (ALLOWABLE LOAD: 260 plf - PER UBC TABLE 23-II-171;,FOOT NOTE No. 4-1997 UBC) ' CONSTRUCTION NOTE(S) 1 &; 2 APPLY (NOTES 3, 4 AND 6 APPLY 'ONLY WHEN_' :' � +�'•f • x, DIAPHRAGM AT BOTH SIDES OF) ` F a 2 D8d COMMON NAILS @ 4",O/C AT ALL PANEL EDGES AND, 8d COMMON NAILS 12" O/C AT @ ' ALL FIELDS. ANCHOR WITH,5%8" DIAMETER ANCHOR BOLTS AT 32" O/C. >'; •. (ALLOWABLE LOAD: 349 Of — PER•UBC TABLE 23-11-14; FOOT NOTE No. 4— 1997'UBC) v ' . '� 'CONSTRUCTION NOTE(S) 1 & 2 APPLY (NOTES 3; 4, 'S AND 6. APPLY WHEN DIAPHRAGM. AT BOTH SIDES) ' „ •, �• D8d 3 COMMON NAILS @ 3" O/C.AT ALL PANEL EDGES AND 8d COMMON NAILS,@` 12" O/C ATS: ``,.,ALL.FIEL'DS. ; ANCHOR WITH /4 DIAMETER BY 12" LONG ANCHOR BOLTS; AT 32" O/C: .<� (ALLOWABLE LOAD: •490 alf— PER UBC TABLE 23-II-1-1;,'N FOOT No. 4-1997 UBC) ., CONSTRUCTION NOTES 1; 2, 3 & 6 APPLY NOTES 4.& 5 APPLY WHEN' DIAPHRAGM AT' O ( . k BOTH SIDES)' t , x y.. ` '_ • - * ' , Ir � _ Y 1 � t. v S vim' • ,' 55 t - '• a .. .' ♦ ' i •f. • �. v�t, v .. Y� .- , 12 of r4 CALCULATIONS A CUSTOM ADDITION FOR ' "MRS. MRS. A"LLANO 11/6/06 ,4 D15/32" STRUCT. I APA PLYWOOD OR'15/32 ORIENTED STRAND BOARD '(OSB) APPLIED' ' ' DIRECTLY TO THE, STUDS, WITH THE LONG DIMENSION, OF FULL PANELS PARALLEL OR " ' PERPENDICULAR TO THE LENGTH OF THE STUDS, ALCED.GES SUPPORTED ON STUDS, SILLS, ` PLATES OR BLOCKING AND NAILED AND ANCHORED AS FOLLOWS: 8d COMMON NAILS @'2'/z" _ z' O/C AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12" O/C AT ALL FIELDS. AN_ CHOR WITH'/e" DIAMETER ANCHOR BOLTS AT 16" O/C. —STATE EMBED DISTANCE.7" MIN 1 (ALLOWABLE LOAD: 730 pIf — PER UBC TABLE 23-11-1-1 —1997 UBC) CONSTRUCTION NOTE(S) 1, 2, 3, & 6.. APPLY (4'A ND 5 APPLY WHEN DIAPHRAGM AT BOTH SIDES) CONSTRUCTION NOTES: Vit: 'SEISMIC ZONE 4: °2" x 2" x 3/16" PLATE WASHERS SHALL BE PROVIDED BETWEEN ALL ANCHOR BOLT NUTS AND THE WOOD SILL. "' a 2 SEE ANCHOR BOLT CALCULATIONS FOLLOWING'THESE NOTES IN THE CALCULATIONS. 3 EDGE NAILING AT ABUTTING PANEL EDGES FOR WALLS LOADED IN EXCESS OF 350 plf SHALL n s r . BE APPLIED TO 3x OR WIDER STUDS. 4 APPLYING EQUAL THICKNESS STRUCTURAL WOOD PANELS TO BOTH STUD FACES"OF A ' ti ' SHEAR WALL AND WITH MATCHING NAILING FOR BOTH SIDES SHALL PROVIDE DOUBLE THE LOAD CAPACITY OF WALLS HAVING THE SAME PANELS AND NAILING APPLIED TO ONLY ONE FACE. A`.Y 5 STRUCTURAL WOOD PANEL SHEAR WALLS WITH PANELS APPLIED TO BOTH FACES AND WITWEDGE NAILING LESS THAN 6" O/C SHALL HAVE ABUTTING PANEL EDGES..FOR ONE SIDE OFFSET ONE STUD SPACE FROM THE OTHER SIDE (NOTE No. 3 ALSO APPLIES) 6 ALL SHEAR WALLS HAVING A LOAD•CARRYING CAPACITY IN EXCESS OF 350 plf SHALL BE :• ' ' PROVIDED WITH 3x P.T.D.F. SILL PLATES AND 12" LONGANCHOR BOLTS OF THE DIAMETER PROSCRIBED FOR THAT WALL CONSTRUCTION TYPE (ALL ANCHOR BOLTS SHALL BE SET 7 INTO CONCRETE) 7 WHERE THE CONTRACTOR DESIRES TO CONSTRUCT . THE' SLAB -ON -GRADE AND ,THE FOOTINGS AND FOUNDATION IN A TWO POUR SYSTEM, ALL ANCHOR BOLTS SHALL HAVE A MINIMUM LENGTH OF 14",. SETTING THEM A MINIMUM OF. 4" INTO' THE TOP OF THE .Y _ FOUNDATIONS BEFORE POURING THE SLAB. 8 ALL ANCHOR BOLTING, HOLDOWN BOLTS70R STRAPS AND OTHER FORMS OF CONCRETE ,.. . INSERTS SHALL BE SECURELY HELD IN PLACE WITH JIGS OR OTHER SUCH DEVISES PRIOR TO, .REQUESTING FOUNDATION INSPECTION, DURING INSPECTION AND DURING ACTUAL x ' - POURING OF CONCRETE. G, r 9 ALL ANCHOR BOLTS AND HOLDOWN BOLTS SHALL BE BROUGHT` PLUMB PRIOR TO THE a CONCRETE HARDENING. MECHANICAL STRAIGHTENING OF BOLTS'AFTER THE CONCRETE ` HAS HARDENED THAT RESULTS IN SLAB EDGE BREAKING SHALL RESULT IN REJECTION OFA �F . PORTION OF'THE SLAB AND FOUNDATION BY THE ARCHITECT OR STRUCTURAL DESIGNER OF RECORD AS HE DEEMS NECESSARY,IT'S REMOVAL AND REPOURING OF THAT PORTION s OF THE CONCRETE: 10 HOLDOWN STRAR HOOKS SHALL BE STABLIZED DURING THE CONCRETE POUR IN ORDER TO ENSURE THEY REMAIN AT THE MANUFACTURER'S PROSCRIBED ANGLE OF INSERTION. 11 ATTACHMENT OF A 3x SILLPLATE TO FLOOR FRAMING BELOW SHALL BE MADE WITH THE USE OF SIMPSON SDS'/<x6 WOOD SCREWS AT 3" o/c. ' ' ° n 12 ATTACHMENT OF A 2x SILL PLATE TO FLOOR FRAMING BELOW SHALL BE MADE WITH THE USE OF 16d @ SPACING INDICATED AT THE SHEAR WALL TABULATION. _ +. a..� +: v i . s,..3 '. • ., r ;,Rid. _ , .. ..ww = •Y CALCULATIONS 13 of 14, f: , A CUSTOM ADDITION FOR ,. MRS. ARELLANOrii6i06 ' , COLUMN DESIGN.., • w 1 Column - . , ,r p P t ` , DOUGLAS FIR -LARCH No 2= Fc _ 625 psi 41 r', 4 9.0 - ft ^, E = 1600000 psi LOAD . 2430 Ib; ', Load Factor Co = 1:25 . . a Wet. Sery Factor'CM = '1.00 • k 'TOTAL 2430.0 ,lb Bucking Stiffeners. Ct = 1.00.- �'•� 4 .k P << Size Factor CF = 1.00 'N t �•. Y t �' �• . Incising Factor Ci = ' 1.00 ,� r •.,� ka �" w x ` { � . ` K. = 0.30 Buckling and Crushing Interaction c = 0.80 r . w .. Fc* = Fc(CD)(CM)(Ct)(CF)(Cr)(Ci)' . Fc* _ 781.25 psi f USE 9 ` Euler Critical Buckling Stress for Columns ' f ,` 4 X 6 Area = 19.3 inA2 ' Fce `- ' Kee E . _ '504,1 152'psi F a ' o• 'Column Stability' FactorCp= ' .. Cp 1 + Fce /FC* _ . . 1"+ Fce/Fe' ^ —Fce/ Fe* = 2 . 2c c 41 Cp = 0.52749 ' " - • F'c `Fc (CP)(CD)(CM)(Ct)(CF)( f ` F'c = 412 psi ..."r f P = F'c_ A = 7932.99 " OK P = • 2430.0`.• " .A COLUMN 4 X 6 _ T F ,.. 4.` A fir- :. CALCULATIONS 14 of 14 r A CUSTOM ADDITION FOR ' MRS. ARELLANO 1ii6i06 • .'FOUNDATION 1 ySOIL PRESSURE _. 1000 PSF LOADING ROOF = 35 WALLS ALLS = 15 r F. H-1 = '10 ft' ,t ♦` TYPICAL PERIMETER FOOTING AT 1 STORY' p Y , Trib. Area (ft)= 15 ;.. ,. . LOADING: 4_ r i ROOF = 525 #1 r• F r .. WALL = 150 - #1 r :' W= 675 #1 ... REQ"D WIDTH = 0.675 FT / FT LENDTH ' 12" WIDE z 12" CONTIN PERIM FT s�, t • ' ; , u AND 2 # 4 BARS, CONTIN _ . FOOTING FOR POST: 4x6' LOADING: • �. ' , f j 2560 Ib` ;AREA= 2.56 sf 24" SQ x12" THK FOOTING- ��.. WI..4- # 4 EA.WAY •F P a • . 3 S f. +�... Ca, `-- y 4 r -. -.. :fir ,'w: • _ ; , i �i �� TITLE 24i REPORT t r K ' _ .. r <� . Shy * `.. °J _ N "• 7 r .,+' Ak. All Title 24 Report for ARELLANOZ RESIDENCE.' p 79-0.30jVICTORIA DR: .< ` LA QUINTA;' CA 92253+` E B OF LAMINTA•.: •••KKK :,:CI BUILDINGaSAFETY DE -Y= 3 �. { F ;2t r .. -}; •<t. 4.,w , y APP®VEE) 1{l� FOR CON 5 l�UCTIoi`�j, ` r Project♦Des igner: Y SRA.:.CELIA ARELL'ANO;=' .', 79-0.30 VICTORIA DR :. LA QUI NTA, CA 92253 - ' (-760)'578=4960 �a f:� f ''" ,: - .i • r Report PreparedBy: r T 4 ..,�' i J , �'. c • ♦ r STI 4 , J b ' ��. •. - r , • ADRIANA GILD ,.. Adria'na Gil .74=`854,Velie Way Ste. #8 4 Palm�De`sert, CA 92260 (760) 404-7917 "Job Number <l e .(� ADY484`0906 n SEP l �y Date: 1 8,2006 t R •jj, Ey ` 9/7/2006 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both,the Residential and Nonresidential 2005 Building,Energy Efficiency Standards. This program developed by,EnergySoft, LLC - www.energysoft.com. < EnergyPro 4.1 by EnergySoft Job Number: ADY484-0906 l °, , . ' ,� User Number. 5553 t:' Certificate Of Compliance : Res'idential 8.0 ft (Part 1 of 4) CF -1 R ARELLAN—O'S-RESJDEDICE 0.08 •.0.28 91712QQ6 Project Title Azm. # of Thermostat Date 29_030_V_L -TORIA_DR..—LA QU_INTA Units. Zone Type Type Hgt. Area 1.,1.7.6 Project Address 2 —nLa 9.6_ Building Permit # . Ad-ri.an.a_Gi.l _1.8.0__9.0 (760) 404-7917 Wall_ Wood_1_4.4_ Documentation Author _0..0.74 Telephone Plan Check/Date _Ener_ yRCO Compli3rice Method Wall_ Wood— 15 Climate Zone 1 Field Check/Date TDV Energy Use • Standard , Proposed Compliance (kBtu/sf-yrj Design Design Margin ❑ Space Heating 12.46 10:57 1.89 ❑ ❑ Space Cooling 101.29 100.88 0.41 ❑ Fans 14.56. 14.53 0.03 Domestic Hot Water 0.00 , 0.00 0.00 ❑. Pumps 0.00 0.00 0.00 Totals 128.32 125.98 2.33 Percent better than Standard: 1.8% Building Type: [XJ Single Family n Addition Total Conditioned Floor Area: 147 ft2 ❑ Multi Family ❑ Existing + Add/Alt Existing Floor Area: n/a ft2 Building Front Orientation: (S) 180 deg Raised Floor Area: 0 ft2- Fuel Type: Natural Gas Slab on Grade Area: 147 ft2 Fenestration: Area: 70 ft2 Avg. U: Ratio: 1 47.4% Avg. SHGC: BUILDING ZONE INFORMATION Zone Name Floor Area .EXISIING_HVAC_SYSIEM 147 OPAQUE SURFACES Average Ceiling Height: 8.0 ft 0.34' Number of Dwelling Units: 0.08 •.0.28 Number of Stories: 1 Azm. # of Thermostat Vent . Volume Units. Zone Type Type Hgt. Area 1.,1.7.6 —0_08_ Conditioned— —Setback— 2 —nLa 9.6_ OPAQUE SURFACES N Status JA IV Reference Location / Comments Insulation Act. _01_A18 Whole New— _09_A3 Whole Type Frame Area U -Fac. Cay. Cont. Azm. 'Tilt -Roof_ Wood— .-1.47 _0.025_ —R=38_ _R=0.0_ 90_ 1.8 Wall_ Wood_ 9.6_ _0.0.74 —R_1.3_ _13_4..5_ _1.8.0__9.0 Wall_ Wood_1_4.4_ ❑ _0..0.74 —R_13_ _R=4..5_ _27.0.9.0 Wall_ Wood— 164_ -0..0.74 _R_1.3_ _R_-4..5. 9.0__9.0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑. ❑ - Gains Condition Y / N Status JA IV Reference Location / Comments IX IX K ❑ ❑New El ❑New ❑❑New ❑, _01_A18 Whole New— _09_A3 Whole _0.9A3 Whole _09=A3 Whole ❑ ❑ _. ❑❑° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ .❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑. ❑ - Run Initiation Time: 09/07/06 09:50:45 Run Code: 1157647845 EnergyPro 4.1 by Energysoft User Number: 5553 Job Number: ADY484-0906 Page:3 of 9 Certificate -Of Compliance: Residential (Part 2 of 4)' CF -1 R ARELLANO'S RESIDENCE Project Title 9/7/2006 Date FENESTRATION SURFACES True Cond. Location"/ . # Type Area. U -Factor/ SHG Azm. Tilt Stat. Glazing Type Comments _1- 1N.indow_Ero.nt_(.S.)_ 1.0..0. _0.3--4.0_NERC__0-28._NF_RC 1.80_,_9.0_ NewBET_LER_B.U.ILTVinyl_IowE -Whole 2 Window Front (S) 30.0 0.340 NFRC 0.28 NFRC 180 90 New BETTER BUILT Vinyl low E Whole 3 Window Front (S_ 10.0 .0.340 NFRC 0_28 "NFRC 180 90 New BETTER BUILT Vinyl low E Whole 4 Window Left _C\6/)_. 2.0 0.340 NFRC 0_28 NFRC 270 90 New BETTER BUILT Vinyl low E Whole 5 Window Left (W_ 17.7 0.340 NFRC 0_28 NFRC 270 90 New BETTER BUILT Vinyl low E Whole i 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. 1 Bug Screen 0.76 5.0 2.0 2 Bug Screen 0.76 5.0 6.0 3 Bug Screen 0.76 5.0 2.0 4 Bug Screen 0.76 1.0 2.0 5 Bug Screen 0.76 6.7 2.7 THERMAL MASS FOR HIGH MASS DESIGN " Area Thick. Heat Inside Type (sf) (in.) Cap. Cond. R -Val. 2.0 . 0.1 2.0 2.0 2.0 0.1 2.0 2.0 2.0 0.1 2.0 2.0 20 0 1 2.0 2.0 2.0 0.1 2.0 2.0 Condition Location/ JA IV_ Reference Status Comments PERIMETER LOSSES Insulation Type Length R -Val. Location 'Condition Location/ JA IV Reference Status Comments Slab Perimeter 55 None No Insulation 26-A1 New Whole Run Initiation Time: 09/07/06 09:50:45 Run Code: 1157647845 EnergyPro 4.1 by EnergySoft . User Number: 5553 Job Number: ADY484-0906 Page:4 of 9 r Certificate Of .,Compliance Residential - (PartI& 4) 'CF -1K ARELLANO'S RESIDENCE -� ` 9/7/2006 Project Title L.. Date HVAC SYSTEMS ; 4_ Heating Minimum' 4Cooling Minimum Condition Thermostat . Location Type - Eff ;Type Eff Status 'Type EXISTING HVAC SYSTEM. 'Split Heat Pump 7.20 HSPF , Split Heat Pump 11.0 SEER Existing . Setback , s HVAC DISTRIBUTION Duct Duct',Condition, Ducts Location Heating Cooling A Location R -Value Status Tested? ' EXISTING HVAC SYSTEM Ducted Ducted `Attic. 8.0 New Yes Hydropic Piping Pipe. Pipe Insula b . System Name Length Diameter Thick. WATER HEATING,$YSTEMS, Rated Tank Energy :Standby! Tank Insul. Water Heater. # in Input Cap. Condition Factor Loss R -Value System Name Type. Distribution '' Syst. (Bt /hr) ' (gal) Status or RE 1. (%) Ext. Multi-Family.Central Water Heating Detailsr4- Hot Water Pump Hot Water Piping Length (ft) Add 1/2" ' Control # HP. Type In Plenum `Outside Buried Insulation 1 For small gas storage (rated input -,MOO Btu/hr), electric resistance and heat pump water heaters,aist energy factor. ;3 For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency.and Standby Loss: 7 For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. - `. ZEMARKS 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) Documentation Author - ' `x »' . 'Name: Name: ADRIANAGIL . ' Title/Firm: ` SRA. CELIA ARELLANO Title/Firm: Adriana Gil a Address: 79-030 VICTORIA DR. Address: 74-854 Velie Way Ste. #8 LA QUINTA, CA 92253 Palm Desert, CA 92260: • ' Telephone:. _(760) 5784960 - Teleph ne• .404-7917 ' ' t ` Lic. #: LL -� 1 (signature) (date)" (sigriatu e) u .` . 'k : (date) , t Enforcement Agency Name: Title/Firm: Address: ' Telephone: y J. (signature/stamp) °*date ( ) Run Initiation ._. 06/07/06 09sk46 C • 1157647845 r• ' S EnergyPro'4.1 by Energyoft User Number: 5553 ° } ' Job Number: ADY484-0906 r " • ? �_ Page:S of 9 ' A , Certificate Of Com Iiance ResidenJtial - Part 4 of 4 'CF'1 R ARELLANO'S RESIDENCE 9R/2006 ` Project Title r. �.. Date ' <' Special Features and Modeling Assumptions', -The local enforcement agency should pay special attention to the items specified in this checklist. These items require special ray written justificationnd documentation, and special verification to be used with the performance approach. Th agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the x adequacy of the speaai Justlticatlon and aocumentation submitted. plan Field The Roof "R-38 Roof (13.38:2x14.24)" includes credit for a Radiant Barrier installed -per Section 3.3.3 of the Residential Manual. i j:' - Items, in this section require field testing and/or verification by a certified homeenerqv rater under the supervision of a CEC- approved HERS provider using CEC approved testing and/or verification,'methods and must be reported on the CF -4R Field installation certificate. The HVAC System"EXISTING HVAC SYSTEM " incorporates HERS verified Duct Leakage. Target leakage is calculMed.and documented on the CF -4R: ; This' building has credit for Insulation Quality Installation. A certified. HERS rater. must' visually verify the installation of all Insulation. r . , • "_ + Run Initiation Time: 09/07_/06 09:50:45 Run Code: 1157647845 - EriergyPro 4.1.. by EnergySoft • User Number: 5553' , " Job Number. `ADY484-0906. .` Page:6 of 9 v 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 supersede 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 specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist onlv.- 1W x Instructions: Checkor initial applicable boxes when completed or check N/A if not .DESCRIPTION. applicable.- ' N/A Building Envelope Measures § 150(a): Minimum R-19 in wood ceiling insulation or equivalent U-factorin metal frame ceiling. ❑ § 150(b): Loose fill insulation manufacturer's labeled R -Value: ❑ i § 150(c): Minimum R-13 wall insulation in wood framed walls orequivalent U -factor in metal frame walls (does not El 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: ENFORCE - DESIGNER MENT ❑X b. outside air intake with damper and control, flue damper and control' . ❑ El 2. No continuous burning gas pilot lights allowed.' ❑ ❑ ❑ ❑ ❑X § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑ 1. Masonry and factory -built fireplaces have: a. closable metal or glass door covering the entire opening of the firebox ❑ ❑X b. outside air intake with damper and control, flue damper and control' . ❑ ❑X _ 2. No continuous burning gas pilot lights allowed.' ❑ ❑X . § 150(f): Air retarding wrap installed to comply with§ 151 meets requirements: specified in the ACM Residential Manual. ❑ ❑X § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑ ❑X § 150(1): Slab edge insulation - water absorption rate for the insulation alone without facings no greater than '0.3%,,water vapor ❑ - ❑ } ' permeance rate no greater than 2.0 perm/inch. t § 118: Insulation specified or installed meets•insulation installation quality standards. Indicate type and" ❑ ❑X include CF -6R Form: § 116-17:.Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls. ❑ ❑ 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 F ? Coefficient (SHGC), and infiltration certification. 4 5 ' . , ❑ ❑X 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed:: • r: ❑ ❑X Space Conditioning, Water Heating'and Plumbing System Measures ❑ ❑ EnergyPro 4.1 by EnergySoft User Number: 5553 Job Number: ADY484-0906 Pag F § 110-13: HVAC equipment; water heaters, showerheads'and faucets certified by the Energy Commission. ❑ . ❑X § 150(h): Heating and/orcooling loads calculated in accordance with ASHRAE, SMACNA or RCCA. ❑ ❑X § 150(i): Setback thermostat on all applicable heating and/or cooling systems:, .• ❑ , ❑X § 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 ❑ _ ❑X insulation 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 ❑ ❑ . insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R -value. t 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-recihculating systems, and entire ❑ ❑ length of recirculating sections of hot water pipes shall be insulated to Table 1506. ,L 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source ❑ ❑, ., and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. , 4. Steam hydronic heating systems or hot water systems > 15 psi, meet requirements of Table 123-A. 1 ❑ ❑ 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment ❑ Q maintenance, and wind. 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or enclosed ❑ \ entirely in conditioned space. 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation. r ❑ ❑ EnergyPro 4.1 by EnergySoft User Number: 5553 Job Number: ADY484-0906 Pag ❑ E 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 specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. . Instructions: Check or initial applicable boxes when completed or check N/A if not DESCRIPTION. ENFORCE - applicable. N/A DESIGNER MENT Space Conditioning, Water Heating and Plumbing System Measures: (con'tinued) § 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 return -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 - Y. that meets the applicable requirements of UL 181, UL 181A, or UL 181 B 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 x or tape shall be used. - 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than ❑ Fx ❑' sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and, support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. « ` 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive ❑ © ❑ duct tapes unless such tape is used in combination with mastic and draw bands. 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 ❑ Q i ❑ dampers. 6. Protection of Insulation: Insulation shall be protected from damage, includingthatdue to sunlight, moisture„ equipment ET - maintenance, 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 ducts cannot have porous inner cores. ' ', ❑ t. ❑ § 114: Pool and Spa Heating Systems and Equipment 1.'X 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. ' i r. ❑ ❑ El'. 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 ❑ ' F ❑ burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr)r �. �~ § 118 (i): Cool material meets specified, criteria + ❑ p.. ❑. ❑.. _Roof Lighting Measures § 150(k)l: 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)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID' contain only high efficacy lamps as outlined in Table 150-C, " ' ❑ El Elluminaire has factory installed HID ballast. .. `: s ': • s § 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: ❑ - X❑ El OR'are controlled by an occupant sensor(s) certfied to comply with Section 119(d). L ' § 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 1`19(d);that does not turn on automatically or have.an always on option. • ,. r §.150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are l ❑ 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 Ga residential building or to other buildings on the, ❑ same lot shall be high efficacy luminaires (not including lighting around swimming pools/water features orother 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 or more vehicles shall have lighting.that complies with Sections 130, 132; and 147. ❑ " ❑ El + 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 ❑ ❑ El.. dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with Section 119(d). EnergyPro 4.1 by EnergySoft ,. User Number: 5553 Job Number: ADY484-0906 ' Page:8 of 9. • ` f 4 . HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE ARELLANO'S RESIDENCE 9/7/2006 SYSTEM NAME FLOOR AREA EXISTING HVAC SYSTEM 147 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 Heating System Output per System 10,500 Total Output (Btuh) 10,500 Output (Btuh/sqft) 71.4 Cooling System Output per System 12,200 Total Output (Btuh) 12,200 Total Output (Tons) 1.0 Total Output(Btuh/sgft) 83.0 Total Output (sgft/Ton) 144.6 Air System CFM per System 0 Airflow (cfm) ' 0 Airflow (cfmisgft) 0.00 Airflow (cfm/Ton) 0.0 Outside Air (%) 0.0 Outside Air (cfm/sgft) 0.00 Note: values above given at ARI conditions 26.0 of 310 0 Outs 0 cfm 70.0 of 11.0 /77.6 of >—;lI Outside Air 0 cfm 76.0/61.7 of RICS —, 0, Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts COIL COOLING PEAK 11COILHTG.PEAK CFM I Sensiblel Latent I I CFM I Sensible 244 5,455 975 1 113 4,812 0 451 295 0 0 0 0 0 0 0 0 0 451 295 TOTAL SYSTEM LOAD 1 6,3561. 975 5 401 HVAC EQUIPMENT SELECTION FUJITSU AOU12C1 10,288 48 6,558 Total Adjusted System Output10,288 48 6,558 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am eam Temperatures at Time of Heating Peak 110.0 of Supply Air Ducts Heating Coil 110.0 of ROOMS 70.0 of Return Air Ducts ►irstream Temperatures at Time of Coolin 76.0 / 61.7 of. 55.0 / 53.8 of Cooling Coil Supply Air Ducts 55.0 / 53.8 of 44.4% R.H. ROOMS 76.0 / 61.7 of Return Air Ducts `S EnergyPro 4.1 by Energysoft User Number: 5553 Job Number: ADY484-0906 Page:9 of 9