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BRES2016-011055415 Medallist Dr BRES2016-0110 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT. BUILDING PERMIT j Application Number: BRES2016-0110 Owner: Property Address: 55415 MEDALLIST DR KATHLEEN WALLEN APN: 767510006 Application Description: LORI & DUANE CASTLES / REMODEL 92253 Property Zoning: Application Valuation: $250,000.00 Applicant: FRANK CARANCI CONSTRUCTION 67-735 OVANTE RD . CATHEDRAL CITY, CA 92234 LICENSED CONTRACTOR'S DECLARATION . I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7060) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B License No.: 509062 Date:^ Contractor: _- OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption—Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does'not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that . he or did not build or improve for the purpose of sale.). ( I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( ) I am exempt under Sec. . B.&P.C. for this reason Date Owner: .CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued.(Sec. 3097, Civ. C.). Lender's Name: Lender's Add Contractor: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 FRANK CARANCI CONST 67-735 OVANTE RD CATHEDRAL CITY, CA 92 (760)578-4942 Llc. No.: 509062 Date: 6/22/2016 WORKER'S COMPENSATION DECLARATION - I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation; as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code,'for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Ca ri C,f: Policy Number: ' I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: ZZ 1 6 Applicant:Frei C.eSC.a 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 ($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 Building Official 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 Pot commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above-mentioned property for inspection purposes. Date: L Signature (Applicant or Agent): +u u is k 6i E4 DESCRIP-TION IjACCOUNT �Y' Es�xai:'`' TYx" £"'AMO.UNT� kgs" PAID,y ?yPAIDaDATE .. t �t-H''.. e.. ?e'��k�.h YA<,�,•-F_�°S%=fa'4F.Pik'14v.,TH.Y>-'.>S.F.,AYt�r< E.h4.: �� rsi%E.6<,�.`� �<iFII€,s.�.E��-w,�'�?�i��'Y'£�� -�,. ��'k:,:f.l"(S> d<, Yk7�dsX�;.:rbhF 3 "tr.,..<H«SE1�nEF�Ek ' ADDITION; EA ADDITIONAL 500 SF . '"• 101 0000=42400• 0.- " • `$62 36 ': $0.00 Stt''o�s�`yr�f''k�rvx�;3'3/# .�:°$., +K4vTR^h:i 4`Y'.P.v'-"5`,ry i .k- Ni 9 PAID`BY� i ;iz p D g �+-�:.'.... i >S- S'�-�:5,-�.k:..^Pr'<' SiT u"` t+�'Y 'ii' S:?Y' RECEIRT #a t-�. 'S� BY &�� @.r>.� F ,<. " Ax 'i.e.:;'vYF"iw"a'Ffw'rFv"kti'"d .:4:y..�Y: ,_� _ � ��r� �:� � �� . �CHECKr sh ��CLT�D . � C4i .t ) f . =a`�. y�` M 81"' - Nx12i,"m .$is`s?;i`; -EE i +ar..r ^.-s=s :.h: �� s: '.m -:Y'. zi + f`"ynDESCRIPTION �� `_`` '...�`ACCQUNT _ MEREE9 ��,�-s5.'A�: yYv+.7_i_«a" QT�Y',„>AMOUNT;¢.yPAID,.w=�yv'PAIU/.`�DATE€�' � _PR `" a,�.v if, Y::S::f�C�siv_:!'s X✓,.'E.f.:,. ?S.:_ .i::..u. ^lv�"+�'r'�ua„T:h ADDITION; EA ADDITIONAL 500 SF PC101-0.000-42600, 0 a $17.40 „` $0.00 '#1 Z:.<�'x�- � �C`w f°'�"&`gTY'+'".: "`z+ Lr,. Yr..-. "� E '7 q 'li$” "ar.E.E�: r..h ,i HillPAID`BY METHOD �� rj '4"`3 #'..'ssP a: - '°.-,.'."v3 4, °y.- .7�IX<i<�`.7, .` x...0 i '`mr �r .,� CHECK # CLTD BY ..... �Vr:.;.::# cam. ..<>.-.� . , xf� M,RECEIP�T# �.r�xta-. �u,.�i i��a ,mss' .?. :F# ,�?« •, i'i a�' S .X i. E >-+ ..`.e2 DESCRIPTIQN '' r` ; .No � � 'ACCOUNT '�� .E �_� WNWE"":.-r�s„ u��.Pk�=e,a..e9':A i>PF:<. `uR;, E3.&9�h �av"s <i�'`s.$a4s'z-w �r •i `QTY - `?.4.5 i:hi A'{4:. ,Eek `��AIVIUUNT �' ` � �_ � �PAIU �� PA D DATE ya{r,�:'E 1€��s.r� e :Y &, :ii+.i `. "1-t„?"E.' ADDITION; EIRST,100 SF ". - _� 101 0000-42400 - 1A 0 $120 83 '.' $0:00 ' r r n_ P y* , ;��n tea ; f, PAIDBY �t �� fi METHODg s s,.. �• > .. r, Fb RECEIPT #_ `CHECK # CL�TD�BY >,-,...>r,::,a-€_.�;_sa;`..r.d''a ak_a•e--_r_,:.a:rsa::ia°.;.-_a.s.°.�;;,�,„,,':.sa:..-%`.�. ,. �__.<.:w:€�;.:a„!s-�,.;:E •^ar.-moo..v,e.5,, =;DESCRIPTIONS �� " TY ... 0, #rS°'_a.£?{ AMOUNTS * gPi41D� PAIDDATE ,=�ACGOUNTp {>'?.eE:...h.d<,.,...s.�::_�..:Eii: .ask-6"Q':vi; ; ."aes"`�`xrfzx�du?-c�x Edk., .. Li:: s'�di.. :.?.s,.f=tt ADDITION, FIRST'100:5F. PC . -� `� 101' 000-42600 - 0 $171 14',7 ,' $0.00 3 �E Ea¢�'. �Ev `' ' X72 v §axx*"�>s,a.: .<5'x.�'Y..�,.'•:'z+.r}:" r .,, PAID;BY� �i E fi �� te .'u _mak:#' y ..01 3T r .,.ii.. ta.,=. '', "RECEIPT # � � P111 CK�# CLTD B W�K='<b:ie".:L'?azd=tF�Re �METHODr�[�p ,: 0 _liZt"0Je- ri�.v.`Se.i.<IY,33roY^3rhti.,-`-"F>#'�s;,i'.h ''yi.4' , g . . Total Paid,for ADDITIONS ""$371 73: .$0:00 j'S,, KIM _.°'F`�r y£' ;�3 "i`x°Y i8Y > [w i DESCRIPTIONS - ��ACCOUNT ;.ryu..i Fd .��C� 'S, .1j�>"{St b � � § �' •i'�i �NUM �,1 i y TY� Q.,x s-,.'}4 �i:p'SeY §.'�C^ `�.:: W. , �AMOUNT7�PAID� ��: ">tlY � - � Y`�,2f. ' p f f:r;o >F} ask W .,,r,...' . _>>+.,_r ��, :>�s>PAIDDATE HOURLY PLAN CHECK w YES ; , 101,0000-42600 •, � ;1 25 ,:: µ'$87 50 $0:00 t v ,�2 'sH< 3e. x.,< ;,{g �IPAIDnBY�r,,; ��a:. rc"`Em �",>xa � �'. r �2t y. �4 ?s§ �MET,HO� :,,-� �' �:- s fig' :•:'Tr-� 6F<�d e4''F..r? .S`e i RECEIPTK#CHECK E -v' ,4+-ei :.' rt4 r>: # � �`q'1"�:.� �' �CLT:D w:�.€i+.S;:..:';�vva4.;.�fa�aE»'r_.k�zF.irrEE_+'�. `^a.':>3>t, ::_`>se'.4'`k,..::...R.r«^x'2$ r .:,..tun,iZ.:r'�g.;_,� < DESCRIQTION:"a.A000UNT � ��QT�yYi �EAMOUNT_ 7�,E_�, Y; :..�.�-F.x'f�. PAID : PAIDnDATE< .,....e.LS".5�S3F4.RE.as>Ta$&.-:::lY.„T85Ci-'tvF.''h:fRFEI.kK>... E^':. 3�.5.{i'ke"�v�l{.::'.G$��,vvM.'is.SYn..h�:l.,'k4rr�r..%'ni.�-m�.>.i7�: �,'t.`TYi,![�,�:o.,. x`e'�3 HOU RLyY!PLyAN.CHECK'' YES ... 101 0000-426010' r 0 $200 00 § (�``FF8''i, p_ r PAID>BY ':AE.n..si`<:1.-.. Y„"�v.Yb. ""Yk''.a�',-f-.c.'n"3..LnYA..:. METHOD � k RECEIPTS# k> �, ORM CHECK # CLTD BYc ,a.r._,k?:3YxraE,Stc'.;-?i.-..:>=n trl3a.. .. .. .�t?`•R.L.,<,:.i:'k3a: 34�.r:9t•4k.>,< n.`.Y ;3A. a`iia>,..c°..E4E".':fr�a,4'aza.,,_,<, ,-fFY�`a! k.�.'`x.".vm:.Y<a } ;Total'Peid for`,.BLDG CITY STAFF. PER'.HOUR $287 50 $0.00, rz .:.�e,:2<�°,• .h?; n +x g DESCRIPTION u ” � NMI a'`'`>x�r. ��<...c§`.?.•,4�,'.,v_z:3Y'.`EtR`.,v`Tvi.vti!2;'>n4..¢<.f3trr,3,)TiG`--.a�?£ice?:e4.3.3,<,;,ii+WS�c`...`Swirl.:,:w2F-3..°'�.v"`�a`.::n,r:+h„, ., ACCOUNT a .::.; a£) � =. ?'F€➢x.rL'fr<x ,. ..rtY,.....d.E3a_�.&d-Y. P 1� y: QTY ".AMOUNTraM PAID PAID`DAT.E : BSAS SB1473 FEE'_ 101 0000-20306..; y 0 $10 00 ' `` $0:00 I a ...' �rt xPAIU,BYs,� 3 3- .<� �°t*�'S� :#kPla, .:- ``-a'�,-„: METWODiiN , °'RECEIP_T#, ,su - r:> CHECKS#PCLTD�BY` - I AN Er , >-Total Paid f&WILDING STANDARDS'ADMINISTRATION BSA $10 00 $0:00 ! ' rr : - .T•.ir r:. zatii i� �'" yO-...;s:,e +7, :� DESCRIPTION `� ? %z.:: > ciz :-rkFii..Wa k':t yr. ae& ,.a"4 .:.. �f <ACCO.LINT szSIR QTY�AMOUNT�'�PAID s� .s'"i:_ F :PAIDsDATE� �,� >_.. ,' _ _ .: ..n•.b.d :,._ .:�r �a.>=w,,, 'RESIDENTIAL, EA ADDITION 1,000SF 101 0000=42403 0 $12 33 s . $0'00 ��E,, Ufflm-ff WE _z�METHOD,E. �:�_'�RECEIPTs#�r�CHECK#. OR Pf r T2, CLTD BY, .''�ti r ,DESCRIPTION"-`�ACCOUNT ;NMI,_gat .;_" 4 {�`; z Ei.E7ESEka u'' fart` °`EE'r.T.,is QTY_ AMOUNT= PAID 'IDuDATEff Mil, .rY°.$�3:E>va"iC'p,..-s1zE,'5.+.<'_'-Y,S.k.?RsE,r':�.4.,., 'c'�^4s'"a:ski'-`�C. °:i if: 3 i ..w Y. ' RESIDENTIAL, EA ADDITION 1j000SF;:PC " r...x -,:' 101=000.0-42600 ; 0 $5 08 $0 00 - .tt'3^r4: $'Est T,nA`,`}1'.-ssf%�- E • tFgy'st,� <.s t44'i' , ,<?=ji+,'v s.,. METHOD, � s „!>. �SY. '. Atz,So 1 <, ...e RECE P� I �: M Ir T # � �s Y # S g� t �- �k BCHECK - . IMF v. v F�, M ly �'� x�DESCRIPTION�� , .< v'P1:F:R �- ACCOUNT- QTYZ- `M'k W'.m x, E AMOUNTS G RAID P,,AIDDATEw' dq:,E9..si',<,e.r'S'i. ;mi�W,$P`...:$+-ixS�aEYa �x„ ,%P�%33.'W:'vP-§4,f1 e +u u is k 6i RESIDENTIAL; FIRST 1} a 4T F A.: 'Y ik`s':.IEFu MEfTHOD .R ?.„ KllRECEIPT# " gVy CHECK'# > CLTU BY'-< Y.n ?E;+f!n 4• Ss .E::sh:<< F?s,+" 6E .S3 iJ(. x , "k".k'`""ffr n.'iU fS zY". x.. ".k-1 '.' rf. E..%.x. 'fC`'^n .. ,.gl'l T er.'..x'S:Yi`a{. :: e° .'.v z° &aX..v"4S'.'>"'i .. 1.-< 'i'?KS<n "t "f` ae> .j,-s3. rar yC .*4 ., ...-w""v.Yh - ''i..'L"' DESCRIRSTION xf.- «sk. ..: 'EA°F isg i `.: + < x ACCOUNT.. `Z dX < i'. TY€: _'b:.y [ :n, AMOUNT .... X.`a4:>i R ,X 'R PAID h, PAID DATEY RESIDENTIAL, FIRST 1,666SF, PC . ;101 0000-42600 0 47.816'.'$0:00 WON, {=., x3F'd .'''S -ey ;}s `°'. : "k $xf :'YX yS nim ..vc 'aR. :..y F METIi D ...s `s "c> Sdr,X. <RECEIPT# .s 4x"4'3.X +Sa'$. P -'T ix'f irf.t3 "x`iP ". .n, a'x.,.X` l v"#3 A ` : 'Y$fe. ;., .,. .:>f. . •-."sE6Y a MUM f: Tota[Paid for.: ELECTRICAL - :NEW CONSTRUCTION $210 30 $0 00 • S kA A'j' '. k" :-.a41s i"x< w .s ks .. '- F p:k S£J:{.j,R W. `-= DESCRIPTIONS 1. 8 x..' J: 4f{% I'$><'G xs 4 ra4>'Se sr'ACCOUNT r CI TY Q ttf AMOUNT ` M '' EE PAtD , x:,;?iresl.xcvY9 PAIDtDATE w_q, n .-.f:n34..: .3$ lt&.+sy34•a 44`S..§' 4>.n'u'. 3iti .`frn .e ; Yc e.i.'.:'a.`S:dwE'•`FAru'Y axY' e:.{fty';f?rn'':-.:T»P'"k:'c :t`rF:Yr:.i`<:`,9K.e*..]S.,n gi z f<;3W..eCn'iPe'L'< xiis.. `u.3 APPLIANCE REPAIR/ALTERATION:. 101-0000-02402:' ' ' 0 ' :$12 '' ' $000 , ° IN aYY; "., w E, { rPAIO'BY fNgw* .: .x>:e: .-.'&pM1: `.a s :.METFtOD s x.. F.. ' x -s €:,..n:,.' _- af'•",. ME MIP "=;:a,*..r,';' r, v ,:a. GFIECK#,!.:"" a#,b^sF ',.:`.'. aCLTDBYz , .':. b :;P: , f ' S' !n .5i ibl:... `? Yui : Sw :'sn;5a : ` 1-1 ' n"`/ z.A."-q"3G 10-11, .,5 2042 f' `fe 'i?'tr, i v.. '' `54F '. 'R<''. ' '4fl . ` €} ' DESCRIPTION a E .: a.. , v-T- " 3 iy'i E iu. 8-' '>x"'S A000UNTgMOUNT h`FSx ' ', 4 ` 5 .. ='y se" _5f >' L Yd-' ' 4 wx Rr ``y ha' '»' PgID° , DATE a x3a u_Ha_ x (PAID . APPLIANCE REPAIR/ALTERATION PC 101-0000 42600 ,'° 0 x >$4 83 $0:00 , , ,{ ^ Li'35E{;:.FE*' pn R ^L ` { 3 +s ' IS PAID=BYMETHOD 4 `a'`,,.r'. 'gniS Gf "i1 : .; S 4`"E'i f RECEIPT #WN i '4 IiE s .x z f ._."..r _, '.. L i::v:f:. :u_ K # . - - - _ .,. Et Y y p;i c e?Y,"vAit , ".Y' 6 " `k` . .: rlle:''.:<YE *4 P Yx3i'dhwn. . ?,1' k: DESCRIPTION 4 e. k . XF,4Erlii 'i"'',a.`w6i 'i" , aE 4 *:`[i a e ACCOUNT , „Y u n!%;1 iaia%a" '(• Y "4 Q TY AMOUNT ` 'i'" PAIU$PAIDDATE y . n z: 3F:..➢&.::>.'sa`s'«s .xa., EE _.N§aX kXf .? AP`nt.a ,. .*x`s <.te# :'.i".3 3r?. fi. fr'.a-R CONDENSER/COMPRESSOR _': .'101 0000-42402 0 $Z2 52 $0.00 '. . ` iy, rk 'E ?`ak,;z WHE ' :cYT, k'.g .ORN".:x t `3'A L...F- - t`.1as.W , ' P' ;'; - METHOD. , F e sat ' i . . Y rr s,::;$' st" y ' RECEIPET#f,'tEg'?`"&CHECK a d #z, -: :, - CLT ,°' '':i . L:' ' :I .s:.. . .< `t .;Ch:<:i E;f*E<•.: 'y- Ik , a •- ,'„ < :"fin.: -.<`,a `iSne!,=Y. :3,....3: kl'!? an`'. . .:tflEtD"•,{ -,=1 ., i`'.' +. Ldt hafr es-liS:Yw'C cyG E YY " ' 'DESCRIPTION .'.< '."`$Y' E,E alA b..af'?'. a"iw" i Tf E .3f• . at.,vE.ro = a '' 'FIT'.- TFY: ,5 , kP».'fxjWY- s=F'13 31-R .X .v"'i iii Eh:$ .P y>', •» yPAID2 :wr° rt. mRs'4#v:,ea a- E f,P%AID`DATE s R,aAC000NT `-s< AMOUNT> ;vc `, zFYr Yr .vr, `wisF'?.y. b^i. p': Y ,.:>n:'PT ....!L ` ES'.. ,' 4 C k AMi2i2.(,' CONDENSER/COMPRESSOR PC;' 101-0000 42600 :' 0 $48 34 $0.00 .as y €✓ .,,f { 'SY; . ;E a'4 PAIDyBY '-d"OS `Yy•^PYQ `'`Y<u. aRf -'z< , F .3'. Yy '$ .a: : ,}^(EHf.'1 RECEIPT,# CHECK X (ET .: a ri':C # x CLTDBY DESCRIPTION:..sA000UNT. """':r W Y F e QTY s AMOUNT :nglD sM PAID DATE ,.: FURNACE '.;. 101-0000-42402 0'_ $72 52 $0.00 ME..E , #J - ,, ..a NZ PAID BY f Ju s'P» ,:; -, - - a X METHOD _ 0' ,: s ( r t'i" . :f:. ga ,> r w ;,. RECEIPT # » 'a ' ` <^kliF+,. , .,. ic'& K CHECK 'go— .,' :" T FJi. - ,' DESCRIP..TION "WACCO.UNT ,. . s.xc': , Pif=.' `,Ye .:.f e ,_"2.. a 3.: i .; " . r.,:rs ;>!. Qsc.ai .'% TY .:s ' y fes:'- = E'> ,: =AMOUNT -. sra.: e %a $48 34 'E x,L R; PAID=P kc,D!DATE $0;00 =u ,a.. ,FURNACE PC :.- 101-0000-42600= 0 °Lfy%.. .:s,, rte`. 5 c"` .a,.. 4' `.. PAID`:BY F :METHOD •i'%6+ii.a ` ' ` v<i<?k : .!u.`1'.:S°...:°f.:?:i .. 3Li.n 1Q'OPn F.":.i i:Y `xS=': 5,,7 :. {"s=v'z^ `', -<, 'm'," »,fs,a-Sit?:E'4F?.{Y{.i..RS.,.:L"Sa..3`,".a "'c.:; .:v..'± Tr, tP.xx'Td nRECEIRT # l m .l..:uP,.,>; :.RF.N."7: ,:,?!',;3Sns'Xei:: n,w.:E.i 1°'` k`,,a',y` c"S:" 'x. . xCIECK # e nW Z .i&§P,3,YL,':'Y:>\'s,'nF:t"'A' CLTDBY ''--Total Paidfor`MECHANICAL ,;$258 64 .' R nC ' y+P Fibs";;Y.r;.€ -.... G..y" 5 s i'<, k: y H DESCRIPTIQN tale ECR i, , R. . 5 '3` t; , ` E f'v i`E.E<°1"J.. #xfb f 01 D -w PAI ,,. :.=rfi' n,,fl.P. aaE .•..a.::.§'.h'X41-mx4xd'5::"`+AT:.' ^EfPx.. %?- , .n:..-o-."1`3YL::..5.x:.£nki:kXs .{.:fi'IKa ,Y..F .a., :?: nF.hX.•.,x:a"^`:1 i'¢' .e , , .v a P' :::"'.'xxR$t`Y}"'F YL''. . Sys.: yD : k«'Y tL"E`e:kti;(`+ :•FIXTURE/TRAP : 101-0000 42401: 0 $48 36 $0:00. - C' s,3 s` ,".;.,x.x RS Xx. 't's. ^. ;§. ttt. ay dX r F PAIU.BY z,?=.i, •.] ;r:u d .. "f- 's5:. i:r. R`aMETFIOD 7... ': is7 ; (e .Sn. :Ei37`,.. % .._. RECEIPT# ar" 'e<_ `"R' ssrx.- f+ CLTDBY. atm e.: ..R.«`i.'`R44.x. `` v. 4a._...;. "fiY4R:kftFi$.Yr.TTaa,s.."? -CHECK# f 5y `z ; a n3DESQRI.PTION A000UNT* , ' TY _j M FIXTURE/TRAP PC 101-0000-42600, 0 $48 36 $0:00 gn Pit PAIQ BY f-'' -., :kR{ y. Q` VgMET y t k,: .. :;Sk`ea-rz, .* .°.i'`a&'w -T :ai=-x'x"+tl " #i " Q'jir CLTDBY: Y ." f V •. .,. •i,' , i: 'nE{ f Y(F, ' ' A'$,' i :>y'%. q . iz.. £'< "y ',3 .4,.C'•2e af, wap, ts- N!,C "+'. `S?.Ac§"id°'. OOOSF . ' 101 0000=42403 0 $145 03 > `; $0:00 _ ':x.,:?i 3 k, su;: t .,.e s f r_ :• ' ,l _ E >> ? WATERrSYSTEM INS T/ALT/REP 101-0000-42401 0 .$12 09 .• - $0'00 1p�r '^'dcC'� tF. 5''� X.yfV rt, Y' ��' PAID BY s rt{� �4 f x 4.....e�"A'.``+�tu,._ 2.ai ...G'iR,.'�r±�"'; S?-cF -:x ME+THOD�-�` s•'F.i'W.kY'r`.c circ` 'Y�,4,.....dY`„w�Kv�:$.euk?Y�.Y<..?.,,�t%S_�s `m',*i°§�.r'y'._G^E. .q ?,` �:w ye RECEIPTz#� �'�ry-• s,'• :,,CHECK,#g,- p, CLTD BY ' - V_ - y Ak"'IRROR a49.y" 8i,jriZ'gn.xssa'Yp-evr+s`9E"a' A:.' C =tm,. k§'Y<" �� n3DESCRIPTION € � � .�,<ol< a hsw 3'"&..H,, r.4£)59,. {:MA,' `4i-7. W,� ACCOUN." * TY' Qf Fi4MOUNT Ysf dk,,PA r .rL` <. t1.:.t .re`i:£ ` PAID fPAID'DATE .'¢r:-'b�a�.c2,.. .�r',8x'.�t tt,.2K .:zti' .` I -$0,.00 'N6a a. 2tw�vSl`.Ct� � E.v .. - ._ W WATER SYSTEM INST/ALT/REP. PC' .. • 101-0060-4260'0', 0' ` $1 2 09 � - f 2- - ; , ' 45444-{ 'K. 3�' fi. l(l. 'FYE %®S9P.(a: Yy `9<w ��s PAID BY��, "�{ f<wo-., .5y 'p' METHODa d ... j '.g :wi$ `.iw'°-•o pieYw$' `fX'.!.!i'.'. �CHECK�#CCT , r, Y- �..�....-.<_><£:,� �.a.....�.,,..a��..M•€�.xa�..:,a�.��:,.-�.,�N,..�,,�-£- ..- _ t l " :RECEIPT# �, ��.�r.� �, w }St § s C� <� �.e:�r,,. -•:Total 'aid for PLUMBING�FEES -'� , :$120 90. � .:� , $000 , .•5•YS: :?L'-� :'ax._<q. ;, 1S. 'L {rix• ^'4. I .„ �f)ESCRIPTION € � `t'"rv'x .X2'4 S', ACCOUNT *vf �oTY� 3' tm '•'S.i.<,:'r: 0-ml��AMOUNT ' .LN�,t # s E PAID DATE i, ,v Wa.. •t<nsc:.s<,.sa,nA.1*<xsaa .-»: of s'a .. ..�4 .s. n"' ...ay_.nas':',alw,,.:E .:t..?a:•s,,.sw xaKMr' !H ... 't};„, zfk`v wsH.._ ,,.._,tin..,., y .�.,<ca .,DRi Mr: -2310 i:..�,''�.. :F€51°., -w* �mm'�,'€�.rY,,. u«+K ' REMODEL '.EA ADDITIONAL 500 SF 101=0000-42400 �' 0 : $43 50 . �; - ' $0.00 -7 ",'�� 071,'� IVIETNOD ` , . -, .,,: ECEIPT #.� , ] Vim, < £�,,.�._; �3� rp 111 �CIT,DBY ,_.' k ,zs.—�c t, 4 -a"F 1 va;by'7+ ✓, �, .. �;DESCRIQ�TION: , ��rAMOIJNT: .., .�'.L�. '�•..., ,5n .: ACCOUNT ...'?'.,,."{t,.<«F,S k�£+.w..;dmad"!t..os:a,{E'e,.yz,..iea;,.av�,*Y: i„a �r.. 4. �?syt F :; �`.`'<?a-`: �� ''',°a3) .hR1.:4F.sd.;Cd or a�IN wr r{r 'kg'”. s Mlk R3q PAID ��4 PAID'�E: . REMODEL,, EA ADDITIONAL 500 SF -PC . - -301-0000-42600 0 ; $34 80, $0.00. '"S^y' ,p'e•(y sV. < <]}i Y ,y phi !£.'P"<, kT% § PAID`BY ••'M"'«s +,A,".5c .Y4Zi' i'{ +tC o-u,F ,y `3 r,Vp 's"4.{S£: �jt•£a{...(k_eY.:+ S'Y£, "3"P ..:xE "'' � RECEhP=T i:.e-- ��'eCHECK # s t CCTDTBY � ,,:�� 3dn � < iYT$k'?�:vFaxwzr",.£uY`%iviN .r,,,zDESCRIPTION��A000k1NT�'” E.`3.„*'a.C"£*i:lb<II,`:Ib s<r, ��._, d,..;r . .sM. Tlf"�AMOUNOff Q a: •,i:•;9'a e.:' TE£PAIU*:'.PAI �l...x.4.,,:.. f�� F m: i'�y.r'd"'Arr' s'ssb r asDaDATE 3�^ iSi, , 6fi eaS c:ym r REMODEL, FIRST 100SF, 101 0000-42400:'. 0 .`. ,° _ . ,"$49 31. , $0:00 "s xm�ssp�z£ d °V� s�PAIUBY :..t�'< Mz� e a METHOD €1.' ��, ss, i. w RECEIPT #e . mrml CHECK #CLT,DxBY E �� 11 !11 x e.'? -. Ek' a'ti �:DESCRIP.aTION :. r X�� 3;rk ,, .v.+ Y< :k.,.z`.w4d•.xby>ft'RmF:.4'rtkL�R,tiS+a.'.4.....'r..R,-..._. _..sT` 8.:. ➢ , aKN'i�,..'sa' :<''19.£ ^..'':,'Mf z fr. ACCOUNT �� r -'r�sYh,r ;3Nxac3£Y:;Rsw^o-..?�,Y�.":..:., .. <ti..?.-, "t, TY�e AM Q OUNT ., ...-.,x'r.:. sG <,9`x 9, ..t..„t✓:. �,':4.'+i, s. r'; s ;� Y �f?AID'� ?`Ys ,r«.s fi..: ..4 <':F.viv. .... PAID DATE. ,REMODEL; FIRST-500:SF PC `.: 101-0000-42600 $134.88 $0:00 ; ..5:9gl +F' gpei^'+S' a�.+..a£.3'.,,cg:..FG.: ifr�£.�('4 ,£ �a f . " PAID.BY S vry ,5z.v,C � �`•Cm,<"ii{�°vy',.'.,.".�F.'ht �v.Y,.... s, ` ',Irk .-� METHOD -Y �� <,1;;-$3L �i'i.�....,.... 3",$'^w .,$.<".Ge., s ti RECEIPT # °`` t.. � k rCHECK #� CLTD BY , e,4x. .._ _ti ;{.i{i€�. :;%nFv.. _:�ix,?nt.x,44AY2S?'ds"""'. 'Rx,sS'wE .�f : '<._ .- - £9� ;.*^.i eE ,'C'"ti<`:xNi_ .._n .i"::' ., i� '✓.. ,di4?.,..s ...,w,3, 1. 'E.fs... yka� � ?3. y Total'Paid for'REMODEL. .. $262 '` ; wz� F� x3C3x`'3 �°Fa'� _?xy£`' Ca'g, c [ra �9�DESCRIPTION� n �rst4K. -. h:'ime •EP` a a ��N R 3sr'dk.'u xa �."'&'ta�`£.. `' E A_M0UNT � E Pi41D PAID DATE. SMI ='RESIDENTIAL ' - 101 0000-20308'= 0 $32 50 $0.00 .�{ ',�'<<Re� t ,k �' •fr PAID BY eLP ', <vY' y xC'.f Yve r5,,7"4�-}t*^•;.�..F's vevT�M : u MET 6 T A�RECEIPT _ +`d`.4 '•h'dX ,, w 'p'a', # "rsf #FSC ,'ai'° 4^ l _s CHECK # '&�_tea S'S„"r. .dFFlA �e,.:o-+ �CLTD BYE! "1 i Total Paid -foe. STRONG MOTION INSTRUMENTATION SMI $0:00 t .2 1 �� 3 f 2- - � £ 1 ..- _ t l " �� , w }St § s C� Description: LORI & DUANE CASTLES / REMODEL Type: BUILDING, RESIDENTIAL Subtype: REMODEL, Status: APPROVED' Applied: 4/13/2016 RSE Approved: 6/22/2016 JJO Parcel No: 767510006 Site Address: 55415 MEDALLIST DR LA QUINTAXA 92153 Subdivision: TR 29657 Block: Lot: 6 Issued: Lot Sq Ft: 0 Building Scl Ft: 0 Zoning: Finaled: Valuation: $250,000.00 Occupancy Type: Construction Type: w Expired' No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: ENCLOSE EXISTING COURTYARD AND PATIO TO LIVING SPACE ROOMS'105 &110. ADD OUTDOORS BATHROOM 121 AND KITHCHE REMODEL. PER 2013 CRC CODES. HOME IS NOT FIRE SPRINKLED. 70 i to. pprov,_6 dd. ;& Printed: Wednesday, June 22, 2016 2:27:45 PM 1 of 5 C§?&7.1YSTrMS ADDITIONAL SITES-. CHRONOLOGY ... .......... . . A!R-'6-k6L6GYW7 -STAFF NAME .... . ..... . ...... AL-TION;DATE NOTES 'COMPLETION DATE E-MAIL JIM JOHNSON 6/22/2016 6/22/2016 CONTACTED LEAH AND INFORMED HER THE PLANS ARE READY TO ISS.UE.AND REVISED SCHOOL FEES LETTER IS READY NOTE JIM JOHNSON 4/27/2016 .5/3/2016 NOTE JIM JOHNSON 6/20/2016 6/22/2016 waiting for strut plans to returned from young PLAN CHECK COMMENTS FROM CONSULTANT STEPHANIE KHATAMI 6/21/2016 6/21/2016 STRUCTURAL APPROVABLE. RECEIVED. PLAN CHECK PICKED UP RAMSES SEVILLA 5/3/2016 5/3/2016 PLAN CHECK SENT TO RAMSES SEVILLA 4/13/2016 4/13/2016 OUTSIDE PC PLAN CHECK SUBMITTAL . RAMSES SEVILLA 4/13/20,16 4/13/2016 WE GOT PLANS L IN THE MAIL 4/13/16 RECEIVED Printed: Wednesday, June 22, 2016 2:27:45 PM 1 of 5 C§?&7.1YSTrMS TELEPHONE CALL JIM JOHNSON 5/3/2016 FINANCIAL 5/3/2016 Called LEAH to inform her the plans are ready for corrections TELEPHONE CALL JIM JOHNSON 6/22/2016 INFORMATION DESCRIPTION 6/22/2016 QTY -,AMOUNT CALLED LEAH TO INFORM HER THE PLANS ARE APPROVED PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD READY TO ISSUE AFTER SCHOOLS ARE PAID CONDITIONS BYF NAMETYPE- NAME x'' M . "'' , , : ADDRESSl' CITY STATE ZIP ;' PHONE ;:` FAX ' EMAIL: APPLICANT FRANK CARANCI CONSTRUCTION .67-735 OVANTE RD CATHEDRAL CA 92234 CITY ADDITION, EA 101-0000-42600 0 CONTRACTOR FRANK CARANCI CONSTRUCTION 67-735 OVANTE RD CATHEDRAL CA 92234 ADDITIONAL 500 SF PC CITY ADDITION, FIRST 100 SF OWNER KATHLEEN WALLEN $120.83 $0.00 92253 Printed: Wednesday, June 22, 2016 2:27:45 PM 2 of 5 "ITEMS FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY -,AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BYF ADDITION, EA 101-0000-42400 0 $62.36 $0.00 ADDITIONAL 500 SF ADDITION, EA 101-0000-42600 0 $17.40 ADDITIONAL 500 SF PC ADDITION, FIRST 100 SF 101-0000-42400 0 $120.83 $0.00 ADDITION, FIRST 100 SF 101-0000-42600 0 $171.14 $0.00 PC Total Paid for ADDITION: $371.73 $0.00 HOURLY PLAN CHECK - 101-0000-42600 1.25 $87.50 $0.00 YES HOURLY PLAN CHECK - 101-0000-42600 0 $200.00 $0.00, YES Total Paid for BLDG CITY STAFF - PER HOUR: $287.50 $0.00 Printed: Wednesday, June 22, 2016 2:27:45 PM 2 of 5 "ITEMS DESCRIPTIONI.-v A CCO -AM V 0 -irk - 'PAID'DATE' E10; HECK#; CLTD.; AMETH VP BSAS SB1473 FEE 101-0000-20366 0. $10.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION $10.00 $0.00 BSA: RESIDENTIAL, EA 101-0000-42403 0 $12.33 0.00 ADDITION 1,000SF RESIDENTIAL, EA 'ADDITION 101-0000-42600 0 $5.08 $0.00 1,000SF; PC. RESIDENTIAL, FIRST 161-0000-42403 $145.03 $0.00 1,OOOSF -0 RESIDENTIAL, FIRST 101-0000-42600 0 $47.86 $0.00, 1,000SF, PC. Total Paid for ELECTRICAL - NEW CONSTRUCTION: $210.30 $0.00 APPLIANCE 101-0000-42402 .0 $12.09 $0.00 REPAIR/ALTERATION APPLIANCE 101-0000-42600 0 $4.83 $0.0.0- REPAIR/ALTERATION PC CONDENSER/,COMPRES 101-0000-424-02 0 $72.52 $0.00 SOR CONDE . NSER/COMPRES 101-0000-42600 0, $48.34 o.6o' SOR PC FURNACE 101-0000-42402 0 $12.52 l $0.00 FURNACE PC 101-0000-42600 0 $48.34 $0.00 Total Paid for MECHANICAL: $2S8.64 $0.00 FIXTURE/TRAP 101-0000-42401 0 $48.36 $0.00 FIXTURE/TRAP PC- 101-0000-42600 0 $48.36 $0.00 WATER SYSTEM 101-0000-42401 0, s12.09 $0.00 INST/ALT/REP n u , INSPECTIONS PARENT PROJECTS Printed: Wednesday, June 22, 2016 2:27:45 PM 4 of 5 7.7 WATER SYSTEM, 101-0000-42600 0 $12.09 $0.00 INST/ALT/REP PC Total Paid for PLUMBING FEES: $120.90 $0.00 REMODEL, EA REMODEL, EA 101-0000-42600 0 $34.80 $0.00 ADDITIONAL 500 SF PC REMODEL, FIRST 100 SF 101-0000-42400 0 $49.31 $0.00 REMODEL, FIRST 500 SF 101-0000-42606 0 $134.88 $0.00 Total Paid for REMODEL: .$262.49 $0.00 SMI - RESIDENTIAL 101-0000-20308 01 $32.50 0.00 Total Paid for STRONG MOTION INSTRUMENTATION SMI; $32.50 $0.00 INSPECTIONS PARENT PROJECTS Printed: Wednesday, June 22, 2016 2:27:45 PM 4 of 5 BOND •R • BD1R ETRAKIT `ENABL PATHNAME "'° SU ED ment Type " TOWNER ATTACHMENTS DESCRIPTION -Attach ^°CREATED DOC 4/26/2016 JIM JOHNSON SCHOOL FEES BRES2016- SCHOOL FEES BRES2016- 0 0110.pdf 0110.pdf DOC 4/26/2016 JIM JOHNSON 55-415 MEDALLIST.docx 55-415 MEDALLIST.docx 0 DOC 6/20/2016 JIM JOHNSON 5S-415 MEDALLIST.docx 55-415 0 MEDALLIST l.docx DOC - 6/22/2016. JIM JOHNSON BRES2016-0110 BRES2016-0110 FEES.pdf FEES.pdf •0 DOC 6/22/2016 JIM JOHNSON SCHOOL FEES BRES2016- SCHOOL FEES BRES2016- 0 • - -0110.pdf : 0110_1.pdf 1ST CHECK - 1ST CHECK - , DOC . 4/27/2016 JOHN THOMPSON STRUCTURAL STRUCTURAL 0 TRANSMITTAL.pdf TRANSMITTAL.pdf 1ST CHECK - 1ST CHECK - DOC JOHN THOMPSON STRUCTURAL STRUCTURAL 0 .4/27/2016... COMMENTS.doc COMMENTS.doc 2ND CHECK =` 2ND. CHECK - DOC 6/20/2016 _ JOHN THOMPSON STRUCTURAL STRUCTURAL •0 TRANSMITTAL.pdf TRANSMITTAL.pdf Bin # .0ty of La Q 'urr to 7 . ', Building &r Safety Division' .K78-495 Calle Tampico f. La Quinta, CA 92253 - (760) 777.-7012 .'Building Permit Application and Tracking'Sheet, Permit # Project Address: R ( ST S Owner's-Nam P- Number:e: G - .510 o 0 4 —Address: SS %6 \ ► \S ~ 4e--- . Legal Description: L.O T ws City; ST, Zip: Co racto'r? F ^' Tele h n , _ o e: P 2 d V 8 ir (Ci 4: _ Address: 1 — % C Project Des ci'ption: L L L t T ' le h ePo . ne• 0 E. State Lies# : G City Lic. #.- SAL rc7h (- r: Designer: Adder re 1 E Iii t1• City.,T Zip: ZZk 439 A1C7W s F r Te le hone: P _ ._ _ . n Co structi n T o e: Occupancy: 70VIP ane p p y• 'S. F t a e• # St t Lic. Project type (circle one): New Alter Re air Demo -Name-of Contact Ter on: LF, N44 W % 1S S TS q._F 3 #Stories: #Units: ' Telephone'# -of 'Contact Person: 7oo(,* .660. Z` Estimated Value of Project: Z!50 Ono APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rcc'd TRACKING PERMIT FEES Plan Sets 3 Plan Check submitted Item. Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. r% Called Contact Person Plan Check Balance , Title 24 Calcs. L Plans picked up Construction Flood plain plan A Plans resubmitted Mechanical ' Grading plan N 2nd Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person c Plumbing Grant Dced Plans picked up H.O.A. Approval Plans resubmitted Grading IN IiOUSE:- Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. APPr, , Date of permit issue School Fees, r Total Permit Fees Coachella Valley Unified School District This Box .For District Use Only ` 83-733 Avenue 55, Thermal, CA 92274 DEVELOPER FEES PAID (760) 398-5909 — Fax (760) 398-1224 AREA: AMOUNT- . LEVEL ONE AMOUNT : • LEVEL TWO AMOUNT: MITIGATION AMOUNT: COMM/IND. AMOUNT: DATE: - RECEIPT: - CHECK #: - INITIALS CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name- EEO Owner's Name: Castles Project Address: 55-415 Medallist Dr., La Quinta, CA 92253 Date: June 22, 2016 Phone No. Project Description: Room Addition APN: 767-510-006 Tract #: Lot #'s: Type of Development: Residential XX Commercial Industrial Total Square Feet of Building Area: 392 sq. ft. Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under penalty of perjury and further represents that he/she is authorized to sign on behalf of the owner/developer. Dated: b— _ Signature: SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code Gov. Code Project Agreement Existing Not Subject to Fee 17620 65995 Approval Prior to 1/1/87 Requirement Note: Number of Sq.Ft. 392 Pursuant to AB 181 any room additions or enclosures of 500 Amount per Sq.Ft. EXEMPT s.f. or less are exempt from developer fees.. Amount Collected 0.00 Building Permit Application Completed: Yes/No By: Elsa F. Esqueda, Director of Facilities and Maintenance r Certificate issued by: Leticia Torres, Facilities Analyst Signature: _ – Q%N J NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND ST*EMF T OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires tha%tbWDistrict 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 period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90 -day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. VIV:c/mydoes/devfees/certificate ofcompliance form Updated 3-2007 11/2010 YOUNG It ENGINEERING ° c R v t c e,. N .:aLetter & Transmittal To a „City of La Quinta Today's Date -6-18 16 , t' k 78-495 Calle Tampico City"Due,Date: 6-20-16."! La Quinta, CA 92253 Project Address: 554.15 Medalist Drive Attn:' Ramses Sevilla , Plan Check # BRES2016-0110 Submittal: ❑ St 4th: i ® 2nd ❑ ,3rd ❑ Other. y r We are, forwarding: ®`: By Messenger, ❑ By. Mail (Fed Ex or UPS),- ❑ Your Pickup' Includes',, Descriptions: Includes : # Of Descriptions:,' + r . Copies: , ❑' 'Structural'Plans' , ❑ , " Revised Struct. Plans ❑ Structural Calculations" `❑ Revised Struct. Calcs S Truss Calcs rx Revised Truss Calcs ❑Soils Report Update D + ' `Revised Soils Report ® 1 1st Structural P/C ® 1" Approved Structural Plans Comments ® 1 Redlined Structural Plans ® + 1 -Approved Structural Calcs Redlined Structural Calcs •.':D . ` Approved Truss Calcs, ❑ y Redlined Truss Calcs ❑ Approved Soils Report ❑ Redlined Soils Reports ® 1 Arch Plans +` 'Comments w Structural content is approvable. ' Comments: - s . Transit Per Diem= Y Z CJS S. Admin Time =;-.25 HR F; Structural Engineer/Principal Review Time __ 0 HR Plan Review Engineer Time = 2.0 HR Thi's Material Sent`f'or Y za tiYour Files r ®; Per Your Request ❑ Your Review ❑ Approval t ❑ .'Checking h ? ❑ 'At the request of Other: i - By: Joe'Venuti RECEIVED , Office Y Other p JON, 21 ' CITY OF LA OUINTA ' COMMUNITY-DEVELOPMENT 1 x- CITY OF LA QUINTA r SUB-CONTRACTOR LIST► C IZ-fv),J -( _ JOB ADDRESS -(S PERMIT NUMBER s2OCL, c> tE" OWNER ' C - LAS - „BUILDER C- 1 This form shall be posted on the job with the Building Inspection Card at all times in a conspicuous place. Only persons appearing on this list or their employees are authorized to work on this job. Any changes to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of work and/or the voidance of building permit. For each applicable trade, .all information requested below must be completed by applicant. "On File" is not an acceptable response. ..:......:::: _ ........... Trarla hC'lacsifiratton ................. ..............:::::::.:::.:::.::.:::.M4: Contractor................................. ..............W ................. ... ra for s. icense - SCont c .:.:;.:.:::.:::.:.:.::::.:..::..::....:.:::. P ...::..:. it. ,. usiness. . License:::::»>:::: an Name Classification . -8BC License Number xxxxxx) Exp., lxx/yx xx) Carrier Name e. . StateFund CalCom Policy Exp. License Nutuber (xxxx)' Exp. . Da toEx (xx/xu/xx)Con EAR .- . . ( ) _ CONCRETE (C 8) 'r LilrS 'i OD ! 1 { r1 I ob Jb7 D . L_ UI G7 W,,, woo Vlhcte C. 1=:RAMIN ..:::.. !I j QN' d'0' GLC (l'S . I: c STRUGTS:T;EEL;(G.51j> MASONRY (C . PLUMBING IC:.3b) i%alZ C 'r ( nYAj21 ii/IVI{ WICri CGE C CJ ianl ............:.: - I- I I .0 orvt — DRYWALL (C 9) . e K,4ttev, • 1 G r w D 3 I. I . b i7 . 7 I _ ELECTRICAL (C 10) _ f . Cd(V o(n 4eC f C C r 0 131I 'NCl M lns 07 3 I II oob n 13• Ire ZI ............ . `3 <# SH,EETM.;.:.::. I. 75'>> >< t C SEWAGG DlSP 0C o4-- i2-do- . r! :PAINTING::'(:' < CERAMIC TILE (C 54) o o L-toZ F3rin m Zn,S I 1 05 °1 ' Ir 11 ': OoD iJ FENCING (C'.=13): LANDS`C'ARI f BUILDI14G ENERGYANALYSIS REPORT PROJECT.: .Castil6s R6sidence 5541.5 :Medallist Dl6v.e ' La QdihtaCN -3 ., Project Deslgner.: Syne:ctrc Design Inca 1:1 W. Orl'i'v*er8ify DrIvo. Tempe; .(480)- 948-9766 ex 3.03 .Repo.rt We.p4red by: 'Troy Lindquist Alterneftive;'Eflergy- Systems: -h' ,yst'r & ng;aA' ....ven ' Bu . rb;jnk,. QA 91 .501 .(818) 569-020 , I ni C' it, -V -v Us gtJItDIN FOB CON ST A , job Number. 160-7.23 00t.e: 3/14/2016: The„EnergyPjo computer prbgr*n:h4s,'beon`used to 6616diatiphs sun m6'tized ifflhiis do ipliancd rboort-This 0 &qof.rn the. program hbsapor6vjl drid i's authorized -by the 6alifernia I nerqy Commission or.usip W th. both the Residential and Nonresidential, 2013, Building E * e i n rgy Ific ency Stand6rds. This:progr,am.dev,elbped-*by:Energy 6fti,LLC. S 7., PM CERtIFldATt.,OFQbMlP ILIANCE.w RESIDENTIAL PERFORMANCE COMPLIANCE METHOD 'CFIR-PRF=01 ' Project Narrie.; QAsti* R6siResidence;Residence;Calculationi Dale/Time-15. 53, Fri Mar 11 ' .I .. ... .. -, . 2oil Page 1 of 7 CilcUlatiOr:DOsrtiOtdi:Titl624Ah41 ln it FileName: 1607236'ZL-Xnl .. , _znz GIENERACINFORMATION W 01 Project Name basfi'leske,sidence 04 > n .02 Calculation I Description t4le-24,Analyiis. 08 < ,00 Projeo"Location-5.5415 Medallist Drive CdrnpIiahcd:Ma:rgin 71 cf) 04' City. .. ty. La'Quinta. 65.. Qrnnce. 0?111 :standard i(kn-, lfl P, 6.49% Zip Code: 92253, 67 Compliance;: 'n:Versions' ance.*. Ma. age Mp, mpmqr:2pijs4,(?44) '08; Climate.2one CZI*5*' 60 53 S-6!twa..r crs.om fyProt.0 I I 0.0 . 0 Building:Type: Single nly 11 Front brientation ar. paQ w 12` Oroject'$Oope Addition. -and/or Alteration 113 -Number .of'.Dwelling D . welling'Units- 1 Photovo . Itaic-054tetl ' Total c.010. Ff0pATp..ra 2 .384 15; Number .of Zondd:. 2 16 Slab Area (ft2)' 3849'o -17:. Nurnbenof Stories, 1-8: Addition Cond. FIoof Area 439 19 Natural -Gas Avaifiible 20 Addition "Slab Area (ft2fl 439 21 Gjazing Percentage; 9.9% `COMPLIANCE RESULTS 01 SuAldind Cohibli6s With Coniput&Rwfohn bihbe, 02 This b4ilding b OtSN &T'requ . ire ., H . E . RS Yprification 'Aiqgisirailon N-Umben- . 9egvqf.ation bate/Tirnes HuLswqvider:', tA,'.rd,u: -lldin Ene gy t#i ency.- tafndard -..'!Cfi3'Resi'dentiail'.Comolighce Report 6 -034115:54:59 .g ersion !CTIR -03022016-744. Report Generated at: 261 ENERGY USE SUMMARY 04 05 O6 07 08 Energy Usp.(k7rb,.V*.2T.yij 4t 906fd Deslg*" Pr posed.D' CdrnpIiahcd:Ma:rgin Percent Improvement tpace,.,, . eating 1.09 1.02 0.07 6.49% space: ccroijqg, .124.39; 12 IAQ Ventilation 0.0 . 0 0.0 . 0 0.0 'Water Heating 3 Photovo . Itaic-054tetl 0I.Q . 0 0.00 bbnWiance .i a.m, 133:19 6.22 'Aiqgisirailon N-Umben- . 9egvqf.ation bate/Tirnes HuLswqvider:', tA,'.rd,u: -lldin Ene gy t#i ency.- tafndard -..'!Cfi3'Resi'dentiail'.Comolighce Report 6 -034115:54:59 .g ersion !CTIR -03022016-744. Report Generated at: 261 CERTIFICATE OFCOMPLIANCE - RESIDENTIAL, PERFORMANCE COMP . LIANCE . METHOD CF1 Ft-.PAF-Ql Project Name : Gastil6s, Residence Calculation bate/Time! 15* -53,, Fri, Mar 11,0 Page e2of7 p Calculation Dekii0tion: Title - 94.Anal sis- Input Fil0i Name: 160723dA_ZL.xm1 y Z z IJJ 0 0 REQUIRED SPECIAL FEATURES j : LU 0 The following.are features that must be' installed•ascondition for meeting the modeled energy performance.for this computer analysis.. A UL 011% rr NO SPECIAL FEATURES REQUIRED I U-5 rn M. HERS FEATURE SUMMARY I n Si I, 1_-L P The,folloWiftg is a summary'of:the1eatu cer -e ohhjq-qompi0 analysis features that- must be.f ield-Veff ed by a. tified.H ERS Raieras:a cpnditiqn- for -meeting the. mo Additional'detail is pr o videid"in ihe:bbildiho,dorTiponeiit ;:.iablias: IJ616W. < Oele,dpnergy,ptrE]' Buildin -level Verificatip'ns: -3 Lij co —Non" < e, Cooling System Verifications:' , 0 N one HVAC: Dist ' ributlonS'yst.emVenficafions: None.,_ Dorriestic. Hot Water Sysferfi Verifications:: ENERGY DESIGN RATING" This*is the sum of -the annual TDV- energy consumption for energy 1 use components included in the performance compliance approach-fdr1fte Standard Design Building (Energy'Budget),and the annual TDV..eher-gy consumption for -lighting and . components not regulated . by Title 24,.:Part 6 (such as domestic , . app liances and,consumer eledfronics),and a6.boohtinq f&"the'-qnnual.TDV energy offset byan ohsite ,'renewable energy system. Reference Energy Use. tnergy.Pesi. . gn Rating Margin n Percent Improvement Tdtal Energy (kTDV/f2-yr)'' 172.41 172.19 0A%, 'includes calculated ApplianceS7and . Miscellanepus"Energy Use. (AWEU) BUILDING --FEATURES INFORMATION 01 02, 03 04 05 06 07 Project Name ,4iiioned Floor Area Conditioned. . (M). Number of Dwelling Units. NUmbirof, BedroomsNumber of Zbries umber of Ventilation Number Cooling System's: Number of Water HeatiRq Systems ,Castiles Residence 3849 Existing HVAC - 1` .9410 ;2 0 t. ZONE INFORMATION 01 02 03- 04 '95, .06. 07 16ne.Name, ZoneType. N HVAC System arne. Zone Fl9pr'Area, Avg. Ceiling Hdigo , , *Water Hei in S tehi 1 ..t 0 Vs Water Heating System 2' ExittinVst Floor -Zone. Conditioned Existing HVAC - 1` .9410 DHW.Sys,l Addition 1 st, Floor Zone; Conditioned Existing HWk 1' 439 :DHW..Syo I -Re I istratidn'NUmber: Regisiration bate 'Time: HERS Provjder. CA, Building Energy Efficiency Standards -,,2013 Re`sidential :C , omolianco RepoqVerslion,- CFIR-,,03d22016-144 llepqft Geherated;,at:.2016-03 1 15-5459 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPIL!ANCE. METHOD CF1 R -PRF -01 < 1_: Pr9ject Name: Castiles Residence Calculation Daterrime: 15:53, Fri, Mat 11; 20.1 a. Page 3 of 7 Calcufation.Diiscriptibn:i Title N Analysis Irliput File:Nannle: 1.60723ea ZL.XrnI 0LLJ I 0 10t__ OPAQUE SURFACES LU b 01 u 03 04 95' 06: 1 :*7 r) PO j 1 0.4 10 Name Zone Construction Azimuth Orientation Gross.Ae6a4ft2) ,* in do,&bbTr Tilt &9a!CU2 (deg} Status *r,0 Verified Existing 'Condition :North Wall'(Existing'° (Existing)° E . xi . ting 1 . st FI I borZone R-19,'Wall 6, Front 657.5 8 QFT 90 Existing No: (Existing)' Existing 1 M.!FIOor',Z - one Fq-1 W411 90 Left :926.6 . L774td. 'Q, U W 11 Lk Existihq No South Wall (Existing): Existing 1 st Floor,Zone R 1 1.9, Wall 1.8 . 0 13 ack E422.5 U1 OY, )3 9e Existing No West Wall (Existing), Existing I st, Floor Zone R-1:9 Wall .21b Right 989 .1 099.1 '6 96 Exi Aihg NO, Roof (Existing) Existing ist Floor -Zone Rm3Q Roof Attic 3410 96.,0 Existing No East, Wall (New} Addition 1st.FloorZone R-10.. Wall 90 Left ;62:5, 90 New N/A `South WaW(New); Addition 1 st..Floor Zone R-19 1 Wall 180. Back :236, 142 :90 New N/A Roof (New) Addition *.l.st'Floor Zone 11-30 RoQf'Attic 0,24 Insect.Screen (default) New: N/A New N/A ATTIC 011 02 03 04 05 06. 01. '08 69 10. Name C6ns#.U&ti6n Type Roof Rise Roof Fleflectance Roof i2mittance Radiant Barrier :Cool Roof Statu s Verified 'Existing, Condition AtticFXistJhg1st R6&'Zon'd' -Attic RoolExisting Ist Floor Zone Ventilated 4 0A 01.85 No NO Exist! ng No Attic Addition 1 st:Floor.;Zone Attic, F(QofAddkion 1 st'Flo.or. Zone- '-\(entilate :4 0.1 0.85 No No New No WINDOWS 01 . 02 03 04 05 06 07 08.. W 10 11 Name SUr-ti66.(Prientation-Aziiiiuth). 'Width(ft) Hei ht"(ft) Multiplie r Area,(W) U;fadtor SHGC 'Extenor Sihading Status Verifidd Ui!Aing, qondition North,Wind pw (Existing) .g North W.411 (E*1ibng).(Front 0 43:0 0.55 0.67 Insect Screen.(default) Existing No FasfW1ndbw:.j(E'x1sting), Ea st'Walli(Existin '),(Ldft-99) 4.1.5 0;55:0.67 Insect Screeh.,(Oefadlt) Existing No South Window (Existing) -South: Wall (Existing) (Ba' 1 1;1:3 --0.55 :0.67 lr%ectScteen* (default), Existing No -Sou'tb'%ndqw.'(Aqere d South Wall (Existing) (Back -180): 1, 96.,0 0.40 2 4 Insect Screen (default) Altered NA W6st'1Nindqw; (Existing) West Vv.all (Existing). (Right -270) 1: 4618 0.55 0.67 Insect.Screen (default) Existing, No.. I uih 'Indow...'(Npw)- Sgiffi'M11 (New.) ) (Bac 8b) QA0 0,24 Insect.Screen (default) New: N/A - Registration Number: Reg.i5tratior) bateMlm.e: HEIRS Prdvid&. CA BUildinglEin0gy. Effi. ci enlcy Staind&ds - 2013 Residetiti al Comp li wice Rep6rt Version.,- CF . 113=03022016-744 RepoM!Gen'erat.ed at: 1016-03-11,15,:54:59. CERTIFICATE DF COMPLIANCE;- RESIDENTIAL PERfORMANCECOMPLIANCE METHOD CFIR-PRF-0.1 F-irbiebt Namei.Ca§tiles Rddidejhce' J Calculation Dateffinie:15,:5.3, Fri', MAr. 11,2016: p 191A of -7 CMtulatibfi De.§660tion'- Title 24 Analysis Input File Name: 1.607-236 t ZLml L D010AS 01 62, 04 P5 0 Name Side ot-Buil.d.ir6; Area,,(ft2) U -factor.. St t ie4, Exi ng Coriclitidi . i 1 North Qopr(Exiistlhg)' Wall .-al (Ebxisting) 0.50 Ld :a 6 2) 'OPAQUE SWIFACE-CONSTRUCTIONS..6 LL LL 01 02 t 03 04. "05 A L 5) Name Vramin Total Cavity: WinterTiDesign C) Construdtidn Name Surface Type Construction Type. g yalue Umvalue: ss .300 None - 0.0 No Nd - 'MMut/2x4TopChrd t,y 'Fram.e Ati&`6 Roof Existing 4J§' b 24,T6p Ch&d of RoofTWss C24. 018 No : Rodf.Deck Wdod.Ty z g, he thingldec' in' g' Zone Attic;Roofs. Wood Framed Geil ng none OJ6" Rdofh4 o4it Ohalt.q4rng/O) .1psidd Finish Gypsum; aid, Fra e: Cavity in.. • io: Extefior-Fnish.* -wood Exterior,Waljs 'Wood. Framed Wall, 2x6 @16 in. :0.C., 919 0:069 Siqiqgyshqathi • • 1riside-Finsih:,Gyp'sum Boaid .aram Ceilings (below. - C Yhy :. R-..11 .gs *tic) Wood Framed Ceiling: 2A;@ 24 R 30 01032' 42, Over Floor Joists.- R=20.9.:insul. Cjvity-1FraMe_noJnsLjL'12 k4 Top Ctfrd AtkRo6fAddiii6n,1 stfloor., 2x4,,T0pChor.d of Roof. Truss W24,1 Rd& Dkk- Wood Siffhglshbathingld6pAing, Affic,Roofsl,.. Wood Framecl'cRilin'g :in. Q;c. none 7 1 04, Roofing - Ro rtg,Ljg h, tp,op1f,(Asphq#,S.hiq41q). SLAB FLOORS: 01 02 M 64,' 017 Name • Zo.fi-e. '2- ;Are,a,(It,,) Perimeter (ft)" 'gdde,lfisbI. 1`14alub: Carpeted Frtion') Ht6d Status Verified Eiisting, ' Cohditidhi ,SIwonGradlq,'.'(Existin L.w6 ing 1:si!F1'oor'Z6ne 34 .300 None - 0.0 No Nd !Sl b-qnmdrade', (New)' drfioln.1 stfloor ne 10 4J§' b N660, 018 No : Newt No:' 0,01U.).114.0 tNVtLO.P-lE--,'HE.R'S.V'tF-iiPid'ATi-O.N' .01 02. 03 04 Quality-Insulation;Installation (QII) Quality Installation, -p _Spray Foam Insulation :Bpldinj,E 6velopwAiiLeakad4 c :Not:'ReqUired N b ot equired. Not Rgqpir,l,. i 'Registration.-Nunribor.". Registration Date/Time; e '2 'Resi'dentiiil Complianc, Re` 4, - ..CA Building 'tWdencV.Stanclairds- 0 .3 1 eport.V6rsion_::t-#iR.- Agport 66n&tited at 2016-03-.11,15-:54-59 • CERTIFICATE OF`CQMPL!ANCE -.RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Peoiedt'Narne- Castiks. ResidOnce Calculatibn'Ddte./Time:. 15:53, Fri' Mar -1 1,'20'16- Calculation: Description; Title 24: Analysis 016- AkdVsis IhPiitfite Narn6: 1'60723ea ZL.krnI CF113-13RF-01. f CL C# -eLLJ C) Z 0 0 ,_ fin, WATER HEATING SYSTEMS, 01 02 .03. 04. 65 %6F -N LV -07' 0.18 .06 07. < vs. 09 rSol co G tarik Volume, nergy Factor or Energy Recirculatomwith. Se hsor Control Number. Number. F44dtib Verified Existing, Of L EHO Nam qm pe Oro 7A pe. Distribution Type Water Hdatdr qt.r. Heaters: Statup, Cdhditidh ri c-590- I DHW . Sys:1 QHW Insulation R.!V.plu,e bHW1-'HeAt&-f 'No, UatUrai.G!s SmailStorage 50 EF-26000 7 Btu/'hr WATER HEATERS Ir *1 rn uj 01 62 63 64 05. .06 07. < vs. 09 Paiall6l. Piping; tarik Volume, nergy Factor or Energy Recirculatomwith. Se hsor Control Tin-k-EXterioill Standby 1_6iks Name k6ater Eleffent"Type. Jank.Type .,(gal) Efficiency .. 'InpuVRatinq Insulation R.!V.plu,e (Fraction) DHW Heater UatUrai.G!s SmailStorage 50 EF-26000 7 Btu/'hr Name DOcted. 6 WATEAMEATING 01 02 w 04, 05< O6 07 Name 09 Paiall6l. Piping; Point -of :Use F106irc6iatibn wiili: Manual Control Recirculatomwith. Se hsor Control PHWSy§j' Na 41/a.. n/A SPACE, C.ONDIT-l"ING'SYSTEMIS 01 02 '03 x07 08 09 Heating System 0 lhq.Sysjqm. Distribution Fan. Fldor'Area Verified Existing Name, 'Syitemlype: 'Name Ducted Name DOcted. sy.!#61;6 System 'Served Status Condition 4:HVAC1 Other Pleating and Heating ye& Coo j Y6s AkDi trb6ion K. -HVAC:Fin. 3,849' Existing .No Cooling System Component Compon nt,1:System- 1: HVAC w'.HEATIN.q _,$YSTEIV18 '0 qZ, 03. Namg Type. Tdcentral. Hea ti I ng.:,Qprnppnent, 1 ,6trlFu rnkiFUbMir...'. .01-1 f.,Urh,aLpe 78 AFUE ke&tratidn-'Number'..' Registration Date/Time: HERS, provider; CA Buildin g Energy EfficientgSta*ar . n, s: Ver i` Report 6enerate& :IMO,0341.i5:s&55 d'''d 2013 ResldentiW C'orhpliance Report'. On UIR.'002201 CERTIFICATE 'OFCOMPLIANCE`-RESIDENTIAL PERFORMANCE- COMPLIANCE METHOD CFJ R-PRF41- peoiect,Wirbe: Ca'stild!§ Residence:Residence:Calofidn l6_Ua-rn te/Tie: 15-53- Fti -Wt 11,201,6'. P.aje &df 7 CAIC I- tion escrjgjio Tip Input NAftdil PQ7- ?3 q"L.xml n7 MEw__Z=A" wj HVAC - DISTRIBUTION SYSTEM'S iy 77, ot 02 03- 64 04- IS -07 07- d8.k—) w 'Efficiency -1 0: Wflt speed.1 Name .System y Ty.pe, EER SEER: Zonalik. Controlled r&rn c/) Mor–, RSNprifj,c.ation —Verified Eji s1Lih.g HERS Name; • Type: Du6t:Uik 61 R-Viflo cooling P.6m0dhdnt1 Cond:-Zolif ak.co ioning 13 nd 11_5 T tAtus No 0 o AirDik6b6tibnExi§ting`(hi f -Ducts. located_in system. 42d :Attic ;AtticNone Ekisting, MEw__Z=A" wj HVAC - DISTRIBUTION SYSTEM'S iy 77, 01` 02 01 04- IS .06 07- d8.k—) w ;.0a -1 0: Insulatidif Supply Duct. ReturnDWA L! —Verified Eji s1Lih.g HERS Name; • Type: Du6t:Uik 61 R-Viflo L60atjb ri loibitioij 13 §,D tAtus :C cifi it Veeiflditi6fi, AirDik6b6tibnExi§ting`(hi f -Ducts. located_in 42d :Attic ;AtticNone Ekisting, No .,N System 1;. speOffO), 149 (Ihdoof.Aii Quality) ..'F.ANrS' :01 W, isla,rne I AQ., , Fan.Tygg iA6i;iecqvery EffectiVe,ness( r O/PVerification*I 8Fam iAWeniRpt. beia6ft, 0. NQt,Re uirod' I 'Registration Number H, E R . S -P I ro ide dA!13'uifd41g?Ehergy EfficiiiehqV-'Stan6rds' -:2018..ResidehtW Compliance. RePcirtVers'ibn 4-115-54-5 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Projeo Name,':Casvtiles`Residen0 Cakwlatibrl Date/Time: 15,;5.3.. M4 111,2016.: .CaIdulatiori Ddsi:tit)tibh-..Titld-24-Ahaly is 1. 1 1 .... . '..." I.. % I . I I .. 1. Input File Name: 160723ea: ZL.xrnl CF1 R -PRF -01 Page. 7 of 7 DOCUMENTATION AUTHOR'S DECLARAT1.ON;STATEMEt.4T' I,rertfy-that-this .Certificate of Compliance documentation s.accurate.and comple e. Do pumentotionAuthor:N.arn.e: Documentation Author Signature: Troy Lindquist. Company:. Signature: Date: r____rP Alternative: Energy Systems. 3%14/2016 CABEC CEA/HERS Peftifi6ation'ld4irtifidatio pplidabl6): Address', 915 E. Tu unga Avenue. j, Troy.Urlrdquist FPP45?=. 'NPKQ845 6.10. City/Statip: Burbank, CA 91501 Phone., 569-0243 RESPONSIBLE PERSON'S -DECLARATION STATEMENT 1 certify the following under penalty 1.qfperjury, under the laws of.the stafe,qf ,California-.. ance. 1; 1 arneligible under Division a'oUthe Business and. 'Prqfes ti ons Code to 'aci :ept responti bility. for the; building design identil'i ed'on J his. Certificate of Compliance.. 2. 1 c6rtify that'thd eneirgy'lea-tUres and n- identified on this Certificdfe2of Cbrbpfiantb dohf6rrn-td thdJeq*Uirdrbent§ ofTitl6:24j. Pdrt 1 and Parf,6 of the CWif0rbiaCcFde-'df docuent& -3, Thebuilding design features:or -identified on this Qertificateof-C.Ornpliance are:cQnsistent with tho.,information provided.on other a plicable:cornpliance rn worksheets. dalculatidfis, plan s . and sp specifications tath6,enf6rdehlent'agency oA rapprova. I'withthis.buildinqp'efmit' t plication:. Responsible Q6 arne: ,.signer . N Responsiblee Designer Signature - Lance Baker Company; ornpan Date; 8igned- :.$ynectic Design Inc. 3, t, `;ZC- Address: License'. 1111 W University -brive. AT -44 City/State/Zip: Phone:; Tempe, AZ 85281 (480.) 948=9766 ex, 303 Registration Number;; Registration Nt.e/T_1rne.-. I'HERS P, Ck1 1 Ve 1'o 'FlRepprt.-Generated at: -2'616-'0341' 5 'A y.zEfficiency. Standards.- 2013 Residential Compliance. Report Version 7-C 1k -0 - 44 Bu i ing-Energ RESIDENTIAL MEASURES SUMMARY RMS -1 Project Name. Castiles Residence Building Type [21 Single Family ❑ Addition Alone O Multi Family m Existing+ Addition/Alteration Date 3/14/2016 Project Address 55415 MedallistDrive La Quinta California Energy Climate Zone CA. Climate Zone -15 Total Cond. Floor Area 3,849 Addition 439 # of Units 1 INSULATION Construction. Tye Cavity Area (ft2) Special Features Status Wali Wood Framed R 19 2,719 Existing Door Opaque Door - no insulation 38 Existing Roof Wood Framed Attic R30 •3,410 Existing Slab Unheated Sleb-on-Grade - no insulation 3,410 Perim = 300' Existing Demising Wood Framed - no ',insulation 206 Existing Wall Wood Framed R 19 156 New Roof Wood Framed Attic R30 -439 New Slab Unheated Slab-on,Grade - no Insulation 439 Perim = 30' New FENESTRATION Total Area: 381Glazin Percentage 9.9 NewlAltered Average U -Factor: Orientation Area ft2 U -Fac SHGC Overhang Sidefins Exterior Shades 0.46 Status Froni(N) 43.0 0.550 0.67 none none Bug Screen Existing Left (E) 41.5 0.550 0.67 none none Bug Screen Existing Rear (S) 11.3 0.1550 0.67 none none Bug Screen Existing Rear (S) 96.0 0:400 0.24. none none Bug Screen Altered Right (1" 46.8 0.550 0.67 none hone Bug Screen Existing Rear (S) 142.0 0.400 O;24 none none Bug Screen New HVAC SYSTEMS Qty. 'Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central.Fumace 78%AFUE Split Air Conditioner 13.0SEER Setback Existing HVAC DISTRIBUTION Location Heating Cooling Duct Duct Locationj----R--Valtte Status Existing HVAC Ducted Ducted Attic r Y OF -2 1 i 13UILDING &t APP -- WATER. HEATING FOR CONSTRUCTI city. Type Gallons Min..Eff Distribution tus BY Eher.qVPr6 6.7 by EnerjqySoft User Number: 2266 RunCode:-2016-03-14T13:07:04 ID: 166723 Pae 10 of 16 RESIDENTIAL M EAS'IIRES SI:lMMARY MSIm1 ProlectMName - - CasfileS Residence Building:Type- .10 Single: Family ,❑ Addition'Alone 0 Multi Family (0 Existing+:..Addifion/Alteration Date 311412016 Projec. t-Address. 5541:5.Medallist:Drive, la Quirifa California Energy :GlimatecZone. CA Climate Zone 1:5. `Total Conti. Floor Area, 3; 849 Addition 4.39 # of Units 1 INSULATION Area Coxiistruction Type . :Cavity ft2 Special Features . $tatus Dtiising Wood Franie"d - no lnsulatlon k 206 er New: I'EiVESTRi4TION: TotalAeea:; Glazin Percent e:, °_ New/Alte edAvera eU-Factor: to 381 ... 9;9:'/ O'rientatidn Area fe. U-Fiic SHG:C ;Overhang Sidefins• ,-Exterior $hades 0 40 , . Status • rj HVAC SYSTEMS t . Heating Min..Eff Cooling' . Mih.. Eff y Thermostat tt'Atus HVAC DISTRIBUTI:ON' Lo.catton Heating Duct Co.olirn Duct Ldcatidn " . ` Status Y OF LA ni 11 BULDING & Ii X ER HEATING° FOR COt NSTRUC f r .Qty.! T, :e _ Gallons Min. Eff, D stributlo o s Ener " Pro 6.7 by Eher Soft Uses Ndfriber. 2266 Run Codes 2016-03-14TM07iO4 - 1D: 760723 F6467; 6f'1:6 1 2013;L6w-Rise 13es dentflal'Mandat'®ry Measures Summary NOTES Zoro rase res:idcirtrpl builduigc,culiject to the S1liridcrrds nuisf cauplj.iviih'611 ajiplicnhle nietndatbiy<ineasures listed .regal Bless 6f., the "'Olh 'liarrce. d r bacI used ,Exee Barrs nra. ,a l :.Rcir ew tlie. res ective code section for• more irr or•rga%ioil. -lidding Cnvelope Aosures;: Doors and;iwind`ows between-conditioncd.aild unconditioned spaces arc manufactured to limit air: leakage. 110.Ci(a)5 Fenestration products(except,ficld-fabricated windows) have a label listing the certified U-Factor•,°certified Solar Heat Gain Coefficient SHGC , andInfrltrationthat meets the requirements -of § 10-111 (a.). §11'O:Z: Exterior doorsand,windows are weatliergt ippcd;;all joiiits'and penetrations arc caulked and`"sealM §110,8(x): I'nsulation;specifred or installed meets Standards for lnsulating Material. Indicate type and include on the CF.2R. The'theimal einittance'and°agedsolar i`eflectance values of the cool roofing material meets the requirements of § 110.8(1) when the, installation of a cool. roof is s ecifred' on.thc CF1R. § l0'46): A radiant barrier shal.0iave an cririttance of 0.05.:or fess.—w—whcn the installation of'a.raaiani barrier is specifie& on the :CF1:R... . Ivlihimum R-30 insulation in wood frame ceiling; or.tlie w6ighted. average U'factor shall not:exceed`0 031. Minimum R-19 in a § 1,50.0(x):° rafter roof altcration. Attic asses_ "s doors shallliave pernianently:attaclrcd insulation using adhesive or mechanical fasteners.. The., attic access sliall.be asketed"to prevent air leakage; § l50.0(b),:: Loose fill insulation shall conform with inanufacturer's'installed`design labeled -R -value. Minimum R-13 insulation in; 2x.4 inch wood,framing wall.orliave a U-factor.of 0:102 or -less (R-19 in:R6 oi• 0.074niazimuinU- factor), § 150:0(d)i. -'Minimum R- 19 insulation in raised:.-,voodrfi•ame;tloor. or. 0.037.mazmium`U=factor;. In.Climate Zones 14 and 16 a Class II'vapor retarder shall be installed ori the conditioned. space side of -a-11 insulation all.extcrioi•. •150`.0(g)l;a! walls, vented at tres.and`unvented.attics with au- crntcalile:rnsulation. InClimafc Zones,.!,- 16 with unventcd crawl spaces; the earth floor of the crawl space shall'be covered with a'Class I or Class.11 0 §150. _.,.. (g)2_:: Val56r.ietarder: • 1n "a building having a conu'ollcd veiuilation.crawl space, a Class I or'Class If. vapor retarder. shall be placed over. the earth floor of § 150,0(g)3't the crawl space to reduce moisture entry and protect iAiilation fi•on condensation, asspecified in the exception to Section _ 150.:0 d • 150.0 l Slab: edge insulation shall. have a water•:absorption rate; for 4he.insulation material alone without facings, no greater,than 0 3,, have watervapor pemicatrce rate is,uo;greater than 2.0 p6m/irich,;lie protected from physical damage an'd UV light dctenorat ori;. aiid.wlien installed as: ' art of a heated stab floor meets there uirenicnts:of 1.10.8 ). 150.0 § i9)' ReiieshaUon, iiicludingskyhghis, separating conditioned space fi-on unconditioned space;or.outdoors. Shall have :a maximum U= factor of 0.58; or• tlie,wer red aycrage U-factor:of all fenestration shall not exceed 0.58: Fireplaces, Decoraf ye Gas Appliances, and:Gas Log.:Mcasares:. § f50.0(c) l A: Masonry or -factory -built fireplaces'havc a closable metal or glass door.covering the; entire opening of the firebox. IB.:. Masonry or -factory built fireplaces have a conibushon outside air intake, which rs:at least sire square.inches in area and i"s .§ c iii red with a rtadil'y accessible, 'opdrable, and h ht -f ttin g damper or a.;combustion-air control device: § 150:0(6) IC: Masonryor-factory-bitilt fiieplaceshays a flue damper wrtli a readily accessible control.: Continuous burning pilot lights and the use of indoor air for cooling a firebox., jacket; when. -that indoor air••is vented to tlie.ouls de, of•tliabuildin ; are, rohibiied. Space Cgdditioning, Water. Heating and Pluiitbing Sysfem Measures:' §.110.0=§110:3: HVAC.equipinent; water hcateri,showerheads, faucets and.all other regulated appliances are certified to ilie'Encrgy Commission. 1 10.3(6)5: Waterheating recirculation loops serving multiple dwelling units testthe au releas. e valve;'backflow prevention, pump isolation valve,'and rccirt,rrlation loop,conncction requirements of.§ 110.3(c)5, Continuously 6wtiing piI- tliglits oarc pedhibited: for natural gas: fan -type central. furnaces, household cookingL,applances-(apptil- 41.1O.'s arises without an electrical supply voltage connection with pilot lights that consume Iess411m,l50 BtuAir i6e exempt), and 11061 and s a treaters. 150;0(h)1:: Heating and/orcoolIn Loads are calculated in accordance with ASHRAE, SMAC A— of NC rsiHgdest n conditions specified ui 150.0 i 2: 1 TV n fi150.0(lr)3A: Installed air conditioner.and bear pump,outdoor°condensing units droll "have a Clea •ance • . t cast i e -fest t L 1 4 z y a ING & A dryer vent. S Z715.0.0(i): lidating systems areequipped with theinro§tats that ince(the setback requirements<of § l 1Q:•2(c), I50.0(J) LA: Storage gas watci Beaters with an energy factor equal to or less than the federal n iiiimiuiz sjtlaLdslii a,lile,e i naM = appefl tSS with insulation`havni'pan,installedtliei7iialresistance ofR-l2-oi, eatce: - §.150`13s Unriit hot *Atdr tanks, such:as'storagc tanks and backup storage tanks for solar i afteti eating systems ,have It -a2 external nrsulatwn or 1t;1Giiiternal insulation.where the inietiml insulationit-value.is.itidreatec n=the ' teriiir o sank:. .For domestic hot,waters stem: i in wi6ther"buiied'oi• unburied: the first -5. feefof hot and-tbf& mW es t Y pp g r14 _... lank, ,ill piping with a noriiinaldianieter of 3/4 inch or larger; all piping ass c rateil:with.a:domestic.hot wafer reciecu a r : 06'0(j)2A:. regardless of the pipe diameter,,piping from the_hcating source to storage tank of betwcenjanks, piping buried bclow'giade, and .01iot waler.,pipes froin the heating s6uricc to kitchen`6ztui•es musl.be insulated according to the -requirements ofTA13LE 120:3: A. § 150.60)2 B: All domestic trot water pipes that are buried below grade must be installed in' a. water proof and non -crushable casing or sleeve _ -. that.allows for installation; removal, andi- lacenient of the enclosed pipeond insulation.. 4 20.13. ILow-Rise;Residential, Mandato rv,M'easures. Suminary } { 150.0(j)2Gr Pipe-fo► eoolingsysteni lines strait .be insulated as specified in`§ C50.0o)2A:. Piping insulation for` steani'and,hydronic heating.— systems or. hot waters stems with ressure;> 15: si •shall meet the -re uirements.inTABLF..`120, -A.. .§1 50.00)3: Insulation is protected':froni dariiage,.includuig flint due -to sunlight; nioistuie, equipihe*nt main'tenarice;, and wind. Insulationexposed to weather shall.ei(her be rated for,outdoor.use ,or installed with -a cover;suitable for outdoor. service For- § 1500(j)3i4 example, protected by alummuru; sheet;rnetal, painted canvas or plastic cove► Cellul r► foam msulation protected asapec►fied of ainted with coating that is. water retardant and rovides 'shielding-toni solar radiation tliatde rades:the material. Insulation.covering chilled water,piping,and refiigerantsuction piping located outside,the cond►fioned space shall have a Class I §150 0(j)3B:' or Class II vapor e6tarding:facing o► thcinsulation shall be installed at the thickness thtiuqualifics AS -i: Class I or Class 11 vapor Systems using• gas: or propane; water licateis to se.rveindMdual, dwelling,units shall include:°a 120V`electrical i.eceptacle within'3 det'of the water treater; a Category III or IV .vent,; or a Type B vent with straight.pipe between the outside termination and. the space; where the. water Iieateris installed °a condensate drain that.,is no,morc,than;.2 incl es 'higher ,thanethc,basc,ofthe instal IIed " wateraeater,-and allows natural dra►ningw►thoutpurnp assistance; and a gas supply line with a capacity ofiit Icast 200,000 ' Btu/lu•• §150.0(iij2: Recnfculating loops serving ttiultiple dwell►rig units shall meet the requirements of,§I I_O (c)5. ' 'Solar,watcr hGatmg systems and collectors shalCbe certified and rated ;by the. Solar Rating.and Certification: Corporation BRCC). ` ' or,by a testiiig a enc appfdVed by the;Executive Director. Ducts Mid Fads.Measures: All air -distribution systenr:ducts and plenums installed arc scalcd:and insulated to meef the requirements of CMC,§607 0',. §602.0,. §60.3:0, §G04,6, §605.0.and•ANSI/SMACNA-006-2006: HVAC Dict Coinstruction Standards Metal aiid Flexible-Jrd Edition. Supply -au and ictufn-air ducts and pleimils are hisiilated to aiiiininiuni installed level ofR-6 0 (orhighet ifrequried by CMC § 6,0.).or enelosed entirely.in,direcily conditioned.space as:confu i ea through_'fiOd verification' and diagnostic testing: (RA3?14 3:8); 'Comiections ofrnetal ducts and..i►iiier core offlexiblc ducts are incclinnically'fastened:'Openii gs sMILbc scaled. with mastic,=tape; or other duct -closure system that meets the apU , ,8Bor aerosol sealant that;niccts the rcquueiiients of.UL>723. If mastic or`tape is used to seal openings:greatei•Af n r(, ►rich,. tire: combination'of mystic and eitherinesh.or'tape shall be used. Building cavities; support'platfornis for air handlers, and'pleuun s _. . defined or constnrcted;witivivaterials other than sealed sheet metal, duct board:or flexiblc ductshall. not be uscd for, conveying coudiiioned air: Builduig cavities and support platfoiiiis.inay contau► ducts: Ducts iiistallcd in cavities aiid suppor,t.pla'66hlls" . s iallriot.be com ressed to cause reductions in the cross-sectional area of the ducts. :Factory=Fabricated:Duct. Systems shall comply-w.itlispccifed-equirenients for,duct construction,, connections,and closurestjoints §'150.0(ni)2: and seams of duct systcnis and thea components shall n6t.be sealed with cloth back rubber adhesive duct tapes unless: such tape is Used .in combination with mastic and.,'draw bands: 51.50;0 in 3 G: ( ) Field=Fabricatcd:Duct Systems. shall complywith requirements for; pressure sensitive tapes, mastics, sealants, and.other ` rc u►rcmentss ecified for duct coiistriiction;,duct;uisulation R=value intra s; duct.insulation thickness; and duct labelin ": §150:0(rn)7: :All fail systems thatoexchange. air behvicen-thc'conditioned spaceand the oiitside.of the building must have backdraft of.automatiC dampers. 1;50.0 ni 8: Gravity ventilating systcnis serving condit►o►iedspace have either automatic or readily accessible; iiianually'o'perated dampers except combustion iileraiid outtet. arr o 1ienings and elevator shaft vents: hisulation shall be protcctedfrom;damage,'including that due to sunliglit, moisture; equipment maintenance; and wind,bitt,not § 150;0(1f1)9: limited to the followinb: msulation exposed to weather• shall be suitable for outdoor sci vice. For-examplc, protected b .ah►riiinuni; _ sheet metal,.paintedcanvas,:or plastic cover. Cellular foam insulation shall be,proteac as above.or:painted with .a coating liat is water-, retardant and provides shielding fibm solar radiation. § 150.0(rn}l0: Flexible ductscanaofhave porous inner cores: Whepspace con itioni ig systems use forced aii`!duct systems to supply coridrtroned'auI to <rn occupiable x,the ductsshallbe §150.0(ni)11: sealed'andduct leakage tested;.as confirmed tlirougli field verification -and dragriosfic testing; in'accordance:with.Refereiice: ResidentialA endiz'RA3: Mcclian►cal systcnis that supplyau to air occupiable space through;ductwgr•k exceeding'i0 feet in length and through x thei•hull § I50.0(in)12: conditioning: contpotient, exeept-evaporative coolers, shall be provided with air filtcr dcvicesi that meet the r equirernents of 1'50.0 ni f2. Space cond►tionmg--systems that utilize forced air. ducts to supply cooling to an occupiable sizace shall havea hole for the plaeeiiient ofa.staticpressure-probe (HSPP), or;a permanently installed static pressure probe (PSPP);in the supply l lenuni:;The 1,50.0(ii))13: al congcaaci§ space conditiomng.syemnllist asodemonstrateaiifow'> 350CFMper'lonofiionutydwough the ►return gnlle ;,and air an handling wiihfan efficac y < 0:58 W/CFM as`cori[irnri d b'y he verr rcahon-disrgi►ostic Eesting—' i " accordance with Reference Residential Appendix RA3. 1 Zonally controlled central forced an cooling systcnis sliall be capable of simutt neo ly de 'v rr ng, in ever , 101#1 414trop i e d (m) 15: an:arrIlow__&oin the dwelhng, th ough:the',airharrdlcr'fan and delivered to the elliu► of 50 FISI Pe,rotoYorD) cm u oli* ` capacity, and'operating at an air=handling unit. fan efficacy of _< 0.58 W/CFM as confl►n, e l+byi di Teri cat a ctjagnostic testing; in riccor'dance'witlr Refefence Resideiitial Appendix RA3: !LJ 12 tWO(o); All dwellingainns.shall.meet the. requirements of ASHRAE Standard 62 2. Ncr licr"wina io I'm Tc tiuoi eration' f - central forced au m systeau handlers. used in.,cential fan. i ' egated ventilation s+stcros are Permissible methods of providing th Wh6le.Burldin Ventilation: I'DATFo _ _ §15.0:0(0) 4A:, Whole.Building Veiliilation:airflow shall be confirmed through field vei,ificatioiLaiid_dia mos ic: es ' Reference Residential A endix:RA3:. Pool and Spa Hekhig'Systems and .E.quipi» ent'11leasures. Any'pool or spa heating systeni sliall be cer tified toliavc a thernial'cMei'ency that complies with the Alipliaiiee Efficiency §110:4(x): Regrrlatrons; ae on-offswitch:mounted:outside of the heater that,allows•shuthng off theheater.witI -.Adjusting the stat a oi-manerit weather' roof. plate or caed tvrth'o gratin-in§iructions; and sfiall not`use electric resistance heating. 20131 w -Rise Residential. Mandatory Measures Summary I 10.4(b)1: "AOylidbl bi-spa heating equipment shall be installed With at IdmuX.inthes of tripe between filter And licateror deditawdsuction land return lines, or built-up connections for. future solar'heating. ;§I.19 -4(W' .0iltd.odr pools'Or spas that haves heatpurnp.org#s heater shall have'a coven "Pools . shall have directional inlets .thaVade quat,e)y mix.thepool water; and a tinie.sw4ch thatwill.allow all pump5'tii be set oiliyo §1100(b)3: ..grammed tomncinly during offrp6ak e1ectricA6niind peki'ods. 110;5: Natural gas. poO.I.andspa beaters. sha 11 not have a confi nuou& btiJ ning pi lPt.light. 1510.0(p);. 1 tenis or;equipinent shall'triect specified,puirip sizing, flow rate, piping, filters, -and valve requirements. Residential pool systems 41 i0.9: A1.11ighting c.ontr,ol..c[eyieesand: systems, ballasts, and luminaires shall. meet the applicable rcqu.iKqnepts of § 110.9. 150.0(k)I'A- Installed luminaires shall be classified As high -efficacy of low-'efficacy.,for compliance with §150.0(k) inaccordancewithTABLE. - 150.0 A or TABLE 150.0-D, as applicable. When a high efficacy and 'low ,efficaq lighting system are combined in -a single luminaire, each. systeni.slizill,separateily comply150.0(k),113! 4itlithea p lidqbii 'orov'isibiiscif§150.0(k): -The wattage and classification of permanently installed luminaires in residential kitOicns shall 4c. -determined in accordance with § , 130.0.(6). 1!1 residential kitchens-the'wattake 6felectrical bokes' fihislicd,mAth a blank cover or where n -'electrical equipment has 'ite :'been iwtallo_d ,-;%nd-wheri! the electrical box.can be used for a lumina r f c mounted ei g f h o a sur a e 6 ceiling an s all be calculated as 180 watts of low efficacy lighting per electrical box. 1150 O.M.1-1): Ballhsts;iolt fluorescent lamps rated 13 watts oi greater:. shall be elcetronic: and shall llaVc.An butput fi-equency-no Jess than 10 kHz. Perniane6d' night t. - lights And night lights integral to installed lutninaires or.ekha'ust fans,slizill berated to, donsuhic no §150.Winstillhidni P(k)kE. more than 5;watt§of'power "luninaire or exhaust fall Asdeterrifined,in accordance with §130:0(6). Night.lights do not i1ccd to c,controlled y vacancy.sejisors: ,§150.0(k)IF. 'Lighting .Iiilt6k,ra,l',to..ex,lihui;t fails (d.xcept when installed'by the m0nufactuier in kitchen 6khaust hoods) shall,meet the applicabk !r6quirdnicilt§ Of § 150;0(k). §150.0(k)21A:, High efficacy. lurnin.aires.-niustbc switched separately fr6iii low efficacy luiriiha.ii6g,.. §'1'0 .0(k)2B;. T . 0aust, fansihill be switched separatelyfrom I . ighting.systenis. 'Lunj*naires shall -be switched with roadily-a-ccessible controls.'that permit . t the 11.1ininaires-to be manual ly.switched 014,and OFF. . § . I50.0(k)2D: -Controls-aftd equi . pinimt-zare ins61141in accordance with manufacturer's instructions: ,§l . 50.0(k)2E: No control shall bypass adlinimubf vacancy scrtsorAinction ifthe control is instAlledto.-coiriply with §150.0(k) § 1_501;0(k)2F: Lighting :controls eomply witivdpr*plicable requirements of § l 10..9. - Ali Energy Managernepttont,rol Systepl (FMCS) rnay.be used top9m®rlywid.I dininict requirements if. it functions as a dimmer ,§150.0(kgo;: 'according to §1 10 9; meets installation Ceftificat6mquixenients 6f-§T30A;,the EMCS requirements of §,130.5; and all other requirements in, 150.016.2. An: .F-ner.gyManaizenieiit.Con-ti)61'system(L-.MCS) iiiaybeuscdtoconiplywitliylqp!lcysen.k6t-i-eqLiii-eiiients6f§l.50.0(k)if.it §15 functidA a vacancy '*d ..py pprac or ifig to 10;,9; meets Installation I laticiii: C6:ti fir,06 requi i-cmefits.of §130.4; tile requirements - ; - .- - r. .1 I . - 1 - .. . - ..... , - - Or' .6f,§-1'3 5 all; other re;quirenient in§150.0(k),2. 150.0 §15.0 -MAY- A multise to -poll eqe prpgranimablp controller may be used t -poll plywith dirrij-her requirements of this section if it.iJi7ovides the 'coni fLindtionatity of a-8 inini dr. ac'doili'dl lig' to i 16.9, and p`lies with All othet appli cable requir m6j jts;ih §156.0(k)2. §ISO.O(k)M- A minimum 6f50 percent of the total rated.wattage:pfpermanently installed, I ighting in kitelic"ns shall:b6liigh efficacy, Kiteliefi'lightind includes all,pernianently installed* lighting in the kitchen ckcept internal liglitiiig,'iii.c*gbitiets-tilat ilklillifiAte only §150.0(k)3B: tlie• ins ide• o f t h e cab i n cts. U gh t i ng, in areas adjacent r to th e kitchen, en, i1iC ILiding butnot limited to dining ail d nook ai-e as, are considered kitchen lighting1f tlie)(ar6 ncifse4iaratOy switched from -kitchen lighting. permanently installed lighting that is intettiAl'to cabiiiets shall use no more than .20 watts of power per linear foot of illuminated cabinet. § 1'50.0 (k)S A 6f&iq high effi6p luji.iinaine shall he'instAlled in each bathroom; and -all othici- lighting installed in each bifthro6in shall be. high-efficaify or controlled by Vacancy sensors.. § f.50.0,(k)6: Liglitingr installed in attached and detached garages, laundry voonis,:and Lit ility roorris shall be high ,efficacy 111rilinaires and. controlled by.,vacan y sensors. §150:0(k)7-, Lighting itistalled in robins'or areas other than in.kitchcjls,.bAthrooiiis, garages, laundry rooms, and utilityrooms shall be high efficacy,.,or shall be controlled by either dimmers or vacancy sensors. Luminaires recessed into ceilings MAI: be liked f6i* zero &arake insulation c6ntacFI1p, . ..... .... . .. y erwn ers a or thel- C yTin, T nationallyitiiz. glalSoj itdry;hivve label redo czl tcstinglratin a bel that -certifies that (he hi 'n i na a IV g QPo i a a el Ta S Vie"S 25 Not 04,u a ,CFM:at:75 Pascals when : tested ih'accordance -:with . ASTM F291;.bc scaled -wit i a ga iL It i kcCo nhi i 1 0. '§ 13 0( )9: Md'ceilin9,-add:§h41lhAvea ao,ficalcp paths between conditidned'and unconditioned cp,,LJletee Ztge Ang at s 0 al,dkr , F p T allow ballasUrnaintenance and replacement without requiting cutting holes in the c" q; i mg. APP pact . fluorescent Tor recessed '66tri fl 16 effica6y m jet with bAllitits to qualify _61mnission-torCornply 01' coil C I Up, acts si, tn' shall lie certified the Ener With thea able require'lli rits in , §11 94 For ,singie.-Ifailli . ly resideAti . at buildings, -ouitdoor lighting permanently mounted to a. rsideniial building or otherlillildings on the. 'sinie1ot shall behigh dffic'acy,:1 or . may . be loW Uflicovey if it ineets, all of the followiii . -a' BY rol i ti i i. Controlled by a manual ONand OFFswitcl thatdoes not override to ON file auto uatic adi-orl 61 11UR is or Hitttow.z-anti- 0 ,§,l , O(k).9* ii 'Controlled by A.plotion-sci sor not havii g -an 6ver ide.6r byppss switch that disables th 1. -R r C 6 rho t i o- ji sen-'s-or,.or controller motion sensor -lidviiig,, -a'teiiip6i-aiy override switch which tenipomtily.bypgssesthe inotion'-sensing function iindautbinatically reactivates, the.motion sensor within 6 hours; and iii. C6iitro116d.by,-6ne`6f th6"f6jil6wiilg 261.3 Low -Rise: Residential Mandatory Measures Sul<nmAry A. Pl otocoirtrol not having, an:override, or bypass switch that disables the photocontrol; or b: Asironomicaftime clock not having an,override or bypass switch that disables the. astronomical ;time clock, and which is prograrnme'd to automatically turn the outdoor lighting OFF during daylight hours;. -or. c. Energy management control system which meets all of the following requirements; At a minimum provides.atie fimclionalityof an astronomical time clock.in accordance with §I 10.9; meets the Installation Certification requirements in §130.4; meets the requirements for an EMCS in §130.5; does not have an override or bypass switch that.allows the luminaire to.be always ON; and,, isro ammed, to automaticallyturn the outdoor lighting OFF duringdaylight ht hours. For low-rise multifamily.residential buildings, outdoor lighting:foi• private patios, entrances; balconies, and porches; and outdoor lighting;forresidential parking lots and residential carports with less: than eight vehicles persite shall comply witli one of the §150,0(k)9B: following requirements; i. Shall comply, with § 150.0(k)9A; or ii. Shall com 1.. with the.applicabic requirements 130.0',.'§ 110.2,§j 3,0.A,, § 140.7 and §141.0. §150:0(k)9Cc For- low rise residential buildings with four'or more dwelling units, outdoor lighting notiegulated by §,150.0(k)9B or 150.0(k)9D "141.0. shall comply with the applicable requirements in §110.9; §130.0,.§130.2,.§130.4; §.140.7 and §f50.O(k)9D: Outdoor lighting for residential parking lots and residential carports with a•total of'eiglitor more,vehicles per site shall comply with the applicable requirements in 110.9, 130.0; §130.2, §130.4, §140.7 and 141.0. §1;50.0(1010: Internally illuminated address'signs shall comply with §140.8; or'sliall consunrcno more than 5 watts of poweras.determined according to. §;130.0 a .; §150.0(k)1.1: Lighting for residential parking garages for eight or more vehicles shall comply with the applicablercgrircnrents for nonrasideAtial gattg6s,ih §110.0, §:130.0, $130:1., § 130.4,,§:l 40:6,, and. § 141.0. Ina low-rise multifamily residential building where the"total interior common area in a single building equals 20`percent or less of § 1301.0(k)1,2A: the floor area, permanently installed lighting; for the interior common areas in that building shall be high efficacy luminaires or . . . coirtfolled b an occupant sensor. in a low-rise multifamily residential building where thetotal interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting:in that Building shall: § 150.0(k)12B: r Comply with the applicabld`requircnrciits in §110.9, §1..30.0, § 130.1; §'"14.0.6. and §141.0; and ii, lighting installed in corridors and stairwells shall be controlled byoccupant sensors that reduce the lighting power in each. spaceby:at least!50 percent. The:occupaiit sensors shall be capable of turning the light fully Dir and Off fi'om all designed paths of ingress and a ess. Solar Ready Buildings:, Single family residences;locatcd in subdivisions with ten or.in&6 single family residences and where the application foi• a ,§.110.10(a) l tentativeaubdivision'nrap. for the residences has been deemed complete; by the enforcement agency; on or after January 1; 2014; shall"com 'l .with the -requirements of § 110.100) through §110.10(e); §Y 10.10a)2: Low-rise multi-fanuly buildings shall comply with the. requirements of §110.10(b) through §110.10(d). Thesolar:zone shall have; a minimum total area:as described below. The solar zone shall comply with access, pathway; smoke ventilation, and spacing,rcquii•eirients'asspecifrediri Title 24, Part or other Parts of Title 24 or in any tequirements adopted by local jurisdiction. The solar zone total area shall be comprised of areas that have: -no dimension less than. 5 feet and are no less. than. 80 square feet each foe buildingswith roof areas less than o. r equal to 10,000 sgiiare'feet or no less than 160 square feet each. foi.. . §11.0.40(b)l: buildings with edofareas greater than .10,000`squarcIeet. For smgle family residences the -solar zone shall be located on the roof or overhang of the building and have a total arca io less than 2SO squiec feet. For low-:rise-multi-faibily buildingstlre solar zolic: shall be located on the roof or overliang of the building 6r on.the roof or overhang of another structure located witliin 250 feetof the building: or oncovered `parking -installed, with the; building project and have a total area .no: less than 15 percent of the total roof area bf the building excluding an •sk li lit area: § 14.0,10(b)2: All sections of the solar.zone located on.steep-sloped roofs shall .be oriented between 1 10.degrees and 270'degrees of true north: §;l 1.0.10(b)3A: No obstructions„ including but not limited to, vents; chimneys, architectural features, and roof mouiited:equipnient,shall be located in the solar zone. Any *,obsti action, located on the roof or,any'other part of the building that projects above a: solar zone shall be located at least. twice §j 1,0.J0(b)3B: the distance,, measured in, the horizontal plane; ofthe•,lreightdifference between the highest;point ofthe obstruction ;and the . 11brizoirtal i'o'ection of the nearest oint:of the,solar zone, measured in the vertical plarfe. for areas:of.the roof designated as,solarzone, the structural design loads for roof -dead load and roof live load shall be clearly indicated.on the construction documents. The construction docurbdrits shall indicate: a location fo6hvertets and metering equipment and it pathway for routing'ofconcluit. § l 10,10(c)`., from the solar zone to the pourt of interconnection with the electrical service (for single_famity-►esidences the poi mtercomreition will be the main scrvibe.panel); a pathway for routing ofplujubing fiolh-the% otar' zorac p h wit, h agti p r i i system. I l 1.. 'i 11 1 10.10(4); A,copy of he construction documents or a conrlrarahle document indicatingthe infonriatigyfi'gnr[§t(I : ' QWili - VISI (DEM. shall be rovided'to the occu rant. A § 11.6.10(c)1: The main electrical service,panel shall .have a mm inimubusba. rrating of 200 amps. R o The main electrical service panel shall have,a•reserved space. to allow for the installati o n,of a dor le p dir i %J0rTI1,N § 110.:10(e)2: !fiituresolar•elccrip installation. The reserved space shall bc: positioned at the oppositd (load) end from the inputfeeder location or main circuit location, and p6rmanently marked as "For Future Solar Electric. HVA' SYSTEM HE�ATING.AND COOLING.`L'OAD9 SU6�M RY �. 'P.Mgct Name Date Castile's Residence MV2,016 System Name: _ _ .__ _. - Floor Area ' `Existing HVAC.. 4440 ENGINEERING CHECKS 'SYSTEM LOAD Number of.S stems. 1 Total Room Loads ketun`Vented Lighting Return Air.Ducts Return•Fan Ventilation Supply,Fan Supply Air Ducts _ 'TO.TAL SYSTEM LOAD COIL CFM 2;1.91 _ 173 COOLING PEAK: COIL HTG ;PE-Ai< Heating Syster6 Sensible Latent. CIFM Sensible: _ Output:per:8 stem •80,000, 42;534 4,967 1,068 40,443 Total Qut ut Btuhi 80;0.00 0 Qut ut t3tuhls `ft 20.8 3;607 2873 Cooling System 0 Out ut er.'S -stem 1 6;496 3;2'}5 173 7,483 T6W, uf`ut(Btuh 0 - 3;607 - ;56;243' 8;1;82 0 Total Out ut Tons 2;873 Total Out ut. OfAls ft q' ' Total Out ut s ftlTon . •4618$,000.0 ..53;673 CFM: er'S stem HVAC EQUIPMENT;SELECTION Airflow cfm : 0 :Standard Fau/AC , 1. 0 .80,000 Airflow cfmis ft '0.00 Alrilow cmlTon Q:0 i Outside,Air "/0 0 0 % Total'_Adjusted System-Output (Adjusted,fohPeak Desi n conditlons ). TIME OF SYSTEM PEAK ' 1 Q - Aug 3 PM 280,0,66, Jan. 1 AM Outside,Ar' cfmis f, 0:05 NOW :values:above iven;at-ARI conditions HEATING'SY.STEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak). 26 °F 63. OF -105 OF a Outside,Air 173 cfm' Heating Coil 104'9F, 67 OF - 68 OF COOLING SYSTEM PSYCHROMETRICS Airstream Ternoeratures-atTime of Cooling Peak 112178 F' 801641-F 55 / 54 OF', Ar LM `1173 cfm. Coolie Coil 9'' CITY ® ?"A PW! t-D- I N PT. x A� 'F 63'F: i -- - -N - FOR CONSTRU DATE BY EnergyPro`6:TbyEnergySoft' User ;Nunib& 2266. Run'Coder:2016=03-14T13:07:04` 7D: 166723Page 16.of16' Rr l JTZ' A ` IrNE E 17ii , dr C . 77570 Springfield lahe, Suite "D" Telephone: (760) 360-9998 Palm Desert, CA 92211 Fax: (760) 360-9903 h Structural. Calculation For Castles Residence At 5:5415 Medalist Drive La Qu-inta, CA Tvue. Of Proiect: Residential - Remodel Designer: Johnston Architects, PL.LG FEssi Q SCH4'? N0. 067613 m La M 'Date: February 2G, 20.16 Design:by: R.A. CA1 E CITY OF LA QUI - ;1N: iCQ21,60218 NTA BUILDING & SAFETY DEPT. 'ECEIVED APPROVE® FOR CONS i U&ION . BATE4 APP . 3 2016 jJZTBY CITY OF LA QUINTA C®MMUNITY. DEVELOPMENT Page 1 of 25 SHEET: CLIENT: Castles ResidenceRA-Struetural SUBJECT: Remodeling & Add. .E12 ineen,n J0.13 N0:1602 1 S DESIGN BY R.A DESIGN LOADS Roof Loads = Sloped Clay Tile 12 psf Interior Wall Framing 2.5 psf Insulation 1 psf Sheathing (1/2" CDX) 1.5 psf Drywall 5 psf Ceiling 2.5 psf Studs 1 psf Insulation 1.5 psf Misc. 3 psf Misc. 4 psf Tota'I Wall Weight 10 psf. Total' Dead Loud 24 psf Total Live Load 20 psf Total Roof Load 44 psf Exterior Wall r . 7/8" Stucco 10 psf Insulation 1,' psf " Drywall 2.5 psf Studs 1 psf Misc. 2.5 psf Total Wall Weight 17 f psf t . Page 1 of 25 CLIENT: ops{ 1eS 1A Sti-uctccral Engineering SHEET: JOB NO: DESIGN BY: q , DI ATE_ 2/2G l 16 2y rs'I✓° 36 .C Psi )- x.85. L a 2 (;2 4 p 5 z C L,- u 65 . x i q 6 ,fib .D 2 Page 2 of 25 PROJECT': BIN#1 T' PAGE PROJECT': BIN#1 PAGE °,<. . CLIENT: A=FN6,INV,F.1"* Castles Residence DESIGN BY: R.A. 1 •'''I" JOB NO.: 160218 DATE: 2/26/2016 REVIEW BY: R.A. Wb, d' B'eatn D"dsi n Based on NDS 2012 3 1.15 Snow Load INPUT DATA & DESIGN SUMMARY "1,8 4 IJ5 Construction Load MEMBER SIZE GLB MEMBER SPAN 5 1/2'x L = 19- Glulam 24F -1.8E ft ✓ --, - -__ _ UNIFORMLY DISTRIBUTED DEAD LOAD WD = 585"Ibs / ft UNIFORMLY'DISTRIBUTED LIVE LOADwL = 360 lbs / ft. ° .! 5^ ,J i-; S CONCENTRATED DEAD LOADS PD, = .. 0' lbs .(0 for no concentrated load) _ L, = 0 " ft PDz = 0 lbs DETERMINE REACTIONS, MOMENT, SHEAR L2 = 0 ft DEFLECTION LIMIT OF LIVE LOAD dL = L 1. 360 RR;9h; = Camber => 0.56 inch " DEFLECTION LIMIT OF LONG-TERM J1111 L = L/'180 Mprax = 43.71 ft -kips, at 9.50 ft from left end THE BEAM DESIGN IS ADEQUATE. Does member have continuous lateral support by top.diaphragm ? ' (1= yes 0= no) 0 No ..b =. 5.50 in E'mi, _ 930 ksi E = E, _ 1800 Code Duration Factor, CCondition 1 0:90 Dead Load 2 1.00 Occupancy Live Load 3 1.15 Snow Load 4 IJ5 Construction Load 5 1.60 Wind/Earthquake Load :6 2:00 Impact Load Choice _> 4 Construction Load 3 ANALYSIS DETERMINE REACTIONS, MOMENT, SHEAR wseumn = 24. lbs / ft RLBn = 9.20 kips RR;9h; = 9.20 kips VMax = 7-.75 *kips, at 18 inch from left end Mprax = 43.71 ft -kips, at 9.50 ft from left end DETERMINE SECTION PROPERTIES& ALLOWABLE STRESSES ..b =. 5.50 in E'mi, _ 930 ksi E = E, _ 1800 ksi Fb = 3000 psi d = 18.00 in FbE _ 4406 psi Fe = 2.400 psi F = FbE-1 Fb•'= 1,47 A = 99':0. int 1 = 2,673 in' F = 265 psi Fe = 2,767 psi S„ = 297,0 ins R8 = 15:915 < 50 E' _ 1.800 ksi F„ = .331 • psi IE _ . 35.5 (ft. Tab 3.3:3 footnote 1) CD CM C, Ci 01. CF Cv Cc C, 1.25' 1.00 1.00 1.00 0.92 1.00 0.96 1.00 1.00 CHECK BENDING AND:SHEAR CAPACITIES. fb = MMax 1 Sx = 1766 psi < • Fo = 2767 psi (Satisfactory) f„ = 1.5'VMax! A = 117. psi < F„ (Satisfactory) CHECK DEFLECTIONS dt Maxi = 0.22 in, at 9.500 ft from left.end, <. Jt = L / 360 '[Satisfactory] A(Kc,D. L.Maxt =-0.78 in, at 9.500 ft from left end < AKa,D..L = L / 180 (Satisfa,ctory) Where K, = 1.50 (NOS 3.5:2) DETERMINE CAMBER AT 1.5 (DEAD +SELF WEIGHT) J 0.5D. Max) = 0.56 in,. at 9.500 ft from left end 9 Page 3 of 25 ' CHECK THE BEAM CAPACITY WITH AXIAL LOAD. AXIAL LOAD F = 0 kips l THE ALLOWABLE COMPRESSIVE STRESS -18 F,' = .F, Co Cp CF = 390 psi Where. F, _ 1600 psi _ —I i Co- = 1.60 _ - CF = 1.00 (Lumber only) pp.= (1+F) ! 2c [((1.+F) / 2c)2 - F / c]us 0.152 I ,? Fc' = F,'C6 CF = 2560 psi La = Ke L = 1.0 L' = 228 in b = 5:5 in SF = slenderness ratio _ 41.5 < 50 [Satisfies NDS 2012 Sec."3.7.1.4] F,E =. 0.822 E'mi /'SF'- = 397 psi E'min = 830 ksi F = F,E / F j = 0.1.55 C = 0.9 THE ACTUAL COMPRESSIVE STRESS IS " fj:• ='F!A 0 -psi < F [Satisfactory] THE'ALLOWABLE FLEXURAL STRESS IS Fe: = 354.1 psi, ( forte) _ 1.6 J THE ACTUAL FLEXURAL STRESS IS fb = '(M +.Fej ! S = 1766 psi < F; [Satisfactory] CHECK COMBINED STRESS [ND5.2012 Sec; 19.2' (ft / F )Z + fb ! [Fti ( 7 -`f, / FAI 0.499 < 1 [Satisfactory] PROJECT:,BM#2 PAGE: CLIENT : Castles Residence DESIGN, BY : R.A. -'''" Ir.r••a.rl. ' JOB NO.: 16021;8° DATE: 2/26/201.6 REVIEW BY: RA. INPUT DATA & DESIGN SUMMARY MEMBER SIZE 6:z 12 No. 1° Douglas Fir -Larch _`- , 7y MEMBER.SPAN ' L= 11 ft UNIFORMLY DISTRIBUTED DEAD LOAD W = 465 lbs./ It UNIFORMLY DISTRIBUTED LIVE LOAD WL = 260 Ibs! ft CONCENTRATED DEAD LOADS PD,.= 0 lbs (0 for no concentrated load) L, = 0 ft x ,t- PD2 = 0 . lbs L2 = 0 ft o i DEFLECTION LIMIT OF LIVE LOAD dl = L1 360 Camber => 0.21 Inch DEFLECTION LIMIT OF LONG-TERM J K6r D : L = L / 180 THE BEAM DESIGN IS ADEQUATE. Does member have continuous lateral supportby top.diaphragm ? (1= yes, 0= no) 0 No -ode Duration Factor:'C Condition Code. Designation 1 0.90 Dead•Load 1 Select Structural, Douglas Fir -Larch 2 1.00 Occupancy Live Load " 2 No. 1, Douglas Fir -Larch 3 11.15 Snow Load - 3 No. 2. Douglas Fir -Larch 4 1.25 Construction Load 4 Select Structural, Southern Pine 5 1.60 Wind/Earthquake Load 5 No. 1. Southern Pine 6 2.00 Impact Load 6 No. 2; Southern Pine Choice => 4 Construction: Load Choice => 2 ANALYSIS DETERMINE REACTIONS. MOMENT. SHEAR wseil%%I = 14 lbs / It kart = 4.06 kips RR;y„, = 4.06 kips.. . Vma = 3.35 kips. at 11.5 inch from lek end M,,,ax = 11.17 ft -kips. at 5:50 ft from lett end DETERMINE SECTION PROPERTIES& ALLOWABLE STRESSES b = 5:50 in I E'min = . 580 ksi E ='EY =_ 1600 ksi. FG = 1687.5 psi d = 11.50 in FbE = 7393 psi. Fb = 1.350. psi F = FbE / Fb' = 4.35 . A = 63.3 in' I _ 697- in" F„ = 170 psi Fb. , _. 1,663 psi SX = 121'.2 in3 RD = 9.742 < 50 E' _ 1.600 ksi F.; _ 213 psi, 1E = 20.8 (ft, Tab 3.3.3 footnote 1) CD CM Ct Ci CL C` Cv Cc C, 1.25 11.00 1.00 1:00 0.99 •1.00 1.00 1.00 ' 1.00 CHECK BENDING AND SHEAR CAPACITIES fb = MMax / S„ = 1106 psi < Fb = 1663 psi [Satisfactory.] f = 1.5 VMa„ / A = 80 psi .< F, [Satisfactory] CHECK DEFLECTIONS A(L Ma.)'= 0.08 'in, at 5:500 1114rom left end. < /1 L = L 1360 '(Satisfactory) d(K«D-L.Ma.) = 0.29 in° at 5.500 ft from left end < /IKirD, L = L 1 180' . [Satisfactory] Where Ker ._ 1,50 , (NDS 3.5.2) DETERMINE CAMBER AT 1.5 (DEAD + SELF WEIGHT) V(1,5D, Maz) = 0.21 in, at 5.500 ft from left -end _ j I CHECK THE BEAM CAPACITY WITH AXIAL LOAD AXIAL LOAD F = 0 kips THE ALLOWABLE COMPRESSIVE STRESS IS F, = F Co Cr, CF = 701 psi — .T • T , ', . . . Where Fc = ' 925' ' psi co = Iso F -- CF 1.00 (Lumber only) -- CP = (1+F) / 2C - I((1+F)7 2C)2 F / c]o.5 . = 0.474 Fr' = Fc CD CF = 1480 psi Le = KB'L = 1.0 L =, 132 in . b = 5.5 in ' SF = slenderness ratio = ,,24.0 < 50 [Satisfies NDS 2012 Sec. 3.7.1.4] F,c = 0.822 E'mj, / SF = 828 psi E'min = 580 ksi F = FcE / Fc' = 0.559 c = -0.8 THE ACTUAL COMPRESSIVE STRESS IS ` fc .= F'/ A 0 psi < Fe' [Satisfactory] THE ALLOWABLE FLEXURAL STRESS IS Fb' = 2129psi, [ for Co = . 1.6 ] THE ACTUAL FLEXURAL STRESS IS fb = (M + Fe) / S = 1106 psi < Fb [Satisfactory] CHECK COMBINED STRESS INDS 2012 Sec..3.9.21 0.520 <. 1 [Satisfactory] PROJECT: Wood Post Design Table PAGE: STR(•t.•-r1.K.\1• CLIENT: Castles ResidenceDESIGN BY: R.A.. JOB NO.: 160218 DATE: 2/26/2016 REVIEW BY': R.A. rilWes for Wood Post Design Based on NDS 2012 DURATION FACTOR (1.0, 1.15, 1.25, 1.6) CD = . 1.00 , (NDS 2.3.2) COMMERCIAL GRADE (# 1 or # 2) # 2 Pnef Avid Cnnnrity fnr nnnnlac Pir.l arch $ 2 fkin¢1 Height Section Size ft 4 x 4 4 x 6 4 x 8 4x10 4x12 6 x 6 6x8 6x10 6x12 8x8 8x'10 6 10.89 16.85 21.84 27.34 33.25 19.59 26.72 33.85 40.97 37.92 48.03 7 8.68 13.51 17.62 22.21 27.0.1 18.89 25.76 32.63 39.49 37.33 47,28 8 6.96 10.87 14.22 18.00 21.89 17.99 24.54 31.08 37.63 36.59 46.34 9 5.66 8.85 11.60 14.72 17.90 16.91 23.06 29.21 35.35 35.69 45.21 10 4.67 7.31 9.59 12.19 14.82 15.66 21.35 27.05 32.74 34.61 43.84 11 3.90 6.12 8.04 10.23 12.44 14.32 19.52 24.73 29.93 33.34 42.23 12 3.31 5.19 6.83 8.69 10.57 12.96 17.67 22.39 27.10 31.87 40.37 13 2.84 4.46 5.86 7.46 9.08 11.67 15.91 20.15' 24.39 30.23 38.30 14 2.46 3.86 5.08 6.47 7.87 10.47 14.28 18.09 21.90 28.46 36.05 15 2.15 3.38 4.45 5.67 6.89 9.41 12.83 16.25 19.67 26.62 33.72 16 1.90 2:.98 3.92 5.00 6.08. 1 8.46 11.54 14.62 17.70 24.76 1 31.37 17 1.69 2.65 3.49 4.44 5.40 7.63 10.41 13.19 15.96 22.96 1 29.08 18 1.51 2.37 3.12 3.97 4.83 6.91 9.42 11.93 14.44 21.23 1 26.89 19 1.36 2.13 2.80 3.57 4.35 6.27 8.55 10.83 13.12 19.62 1 24.85 20 1.23 1.92 2.53 3.23 3.93 5.72 7.79 9.87 11.95 18.13 1 22.96 21 1.11 1.75 2.30 2.94 3.57 5.22 7.12 9.02 10.92 16.76 21.23 22 1.02 1.59 2.10 2.68 3.26 4.79 6.53 8.28 10.02 15.52 19.66 23 0.93 1.46 1.92 2.45 2.98 1 4.41 6.01 7.62 9.22 14.39 18.23 24 0.85 1.34 1.77 2.26 2.74 1 4.07 5.55 7.03 8.51 13.36 16.93 25 0.79 1.24 1.63 2.08 2.53 3.77 5.13 6.50 7.87 12.43 15.75 26 0.73 1.15 1.51 1.92 2.34 3.49 4.76 6.03 7.30 11.59 14.68 27 0.68 1.06 1:40 1.79 2.17 3.25 4.43 5.61 6.80 1 10.82 13 71 28 0.63 0.99 1.30 1.66 2.02 3.03 4.13 5.23 6.34 1 10.13 1 12.83 29 0.59 0.92 1.22 1.55 1.89 2.83 1 3.86 4.89 5.92 1 9.49 1 12.02 30 0.55 1 0.86 1.14 1.45 1.76 2.65 1 3.62 4.58 5.54 1 8.91 1 11.29 Pest Axial Canaeity fnr SAllthern Pine # 2. !kind Height Section Size ft 4 x 4 4 x 6 4 x 8 4x10 4x12 6x 6 x 8 6x10 6x12 8x8 8x10 6 11.10 17.27 22.54 28.44 34.17 14,96 20.41 25.85 31.29 28.68 36.32 7 8.79 13.73 17.98 22.77 27.49 14.57 19.87 25.16 30.46 28.33 35.89 8 7.02 10.98 14.41 18.30 22.15 14.07 19.18 24.30. 29.42 27.91 35.36 9 5.69. 8.91 •11.7.1 14.89 18.05 13:45 18.35 23.24 28.13 27.41 34.72 10 1 4.69 7.35 9.66 12.30 14.91 12.72 17.35 21.98 26.61 26.80 33.95 11 3.92 6.15 1 8.09 10.30 12.50 11.90 16.22 1 20.55 24.87 26.09 1 33,05 12 3.32 5.21 6.86 8.74 10.61 11.00 15.00 19.00 23.00 25.26 32.00 13 2.85 4.47 5.88 7.50 9.10 10.09 13.76 17.42 21.09 24.32 30.81 14. 2.47 3.87 5.10 6.50 7.89 9.20 12.54 15.88 19.23 23.27 29.47 15 2.16 3.39 4.46 5.69 6.91 8.36 11.40 14.44 17.48 22.12 28.02 16 1.90 2.99 3.93 5.01 6.09 7.59 10.35 13.11 15.87 20.91 26.48 17 1.69 2.65 3.49 4.45 5.41 1 6.89 9.40 11.91 14.42 19.66 24.91 18 1.51 2.37 3.12 3.98 4.84 1 6.27 8.56 10.84 13.12 18.42 23.33 19 .1.36 2.13 2.81 3.58 4.35 5.72 7.80 9.88 11.96 17.21 21.80 20 1.23 1.93 2.54 3.24 3.93 5.23 7.13 9.04 10.94 16.05 20.33 21 1.11 1.75 2.30 2.94 3.57 4.80 6.54 8.28 10.03 14.95 18.94 22 1.02 1.60 2.10 2.68 3.26 4.41 6.01 7.62 9.22 13.93 17.65 23 0.93 1.46 1.93 2.46 2.99 4.06 5.54 7.02 8.50 12.98 16.45 24 0.86 1.34 1.77 2.26 2.74 3.76 5.12 6.49 7.86 12.11 1 15.34 25 0.79 1.24 1.63 2.08 2.53 1 3.48 4.75 6.01 7.28 11.31 14.33 26 0.73 1.15 1.51 1.93 2.34 3.23 4.41 5.59 6.76 10.58 13.40 27 0.68 1.06 1.40 1.79 2.17 3.01 4.11 5.20 6.30 9.90 12.54 28 0.63 0.99 1.30 1.66 2.02 2.81 3.83 4.85 15.88 9.28 11.76 29 0.59 0.92 1.22 1.55 1.89 2.63 3.58 4.54 5.50 8.72 11.04 30 0.55 0.86 1.14 1.45 -1.76 2.46 3.36 4.25 5.15 8.20 10.39 Note: 1. The bold values require steel bearing plate based on, FSI, 625 psi. .2. ' The table values are from Wood Column software at www.Engineering-Interriational.com . Page 7 of 25 PROJECT: MaxaCapadity for 3 sq. ft. Pad Footing $ PAGE rl.L:c7 rcv. CLIENT: An[a`i DESIGN BY: R1 .A Iimli1it61;,Y' JOB NO.: DATE: REVIEW .BY: R.A Pad. -Footing Design Based on ACI 318-11 _ INPUT DATA DESIGN SUMMARY COLUMN WIDTH6, = 6 in FOOTING WIDTH B = 3.00 It COLUMN DEPTH C2 - 6 in FOOTING LENGTH L = 3.00 h BASE PLATE WIDTH b, 16 in FOOTING THICKNESS T 12 in BASE PLATE DEPTH b 6 in LONGITUDINAL REINF. 3 # 4 @ 15. in ox. FOOTING.CONCRETE STRENGTH fc. _ .2.5 ksi TRANSVERSE REINF. 3 # 4 @ 15 in o.c. REBAR YIELD STRESS fy = 40 kSi (u AXIAL DEAD LOAD PcL = 6.5 k ' AXIAL LIVE LOAD P,.r _ 6.5 k .; LATERAL LOAD (0=WIND. 1=SEISMIC) _ 0 Wind,SD WIND AXIAL LOAD PLAT - 0 k, SD I 1 , SURCHARGE qs = 0 ksl SOIL WEIGHT WS = 0.11 kcf — \ n FOOTING EMBEDMENT DEPTH DI = 2' It _ FOOTING. THICKNESS T _ 12 in ALLOW SOIL PRESSURE Od n 1.5 'ksf -- 7 -/ FOOTING WIDTH B 3 it I Y i1 j FOOTING LENGTH L - 3 H BOTTOM REINFORCING' # 4 THE PAD DESIGN IS ADEQUATE. j I_ _ ANALYSIS DESIGN LOADS (IBC 1605.3.2 8 ACI 318 9.2. 1) CASE 1: DL + LL P 13 kips 1.2 DL 1, 1.6 LL Pu 18 kips, . CASE 2: OL ..LL .0:6( 1.3) W P - 13 kips 1.2 DL , Ll. -, •1.0 W Pu = i4 'kips CASE 3: OL,. LL .0.6(0.65) W P 13 kips 0.9 DL+ 1.0 W Pu 6 kips ' CHECK SOIL BEARING CAPACITY (ACI 318 15.2.2) pCASE 1 CASE 2, CASE.3 "7MAx = RL + q . + (0.15 - ,,,,. )%' = 1.48 kst, ` 1.48 ksf, 1.48 ksf q MAX < k Q a , [Satisfactory] where k = 1 for gravity loads, 4/3 for lateral loads.. DESIGN FOR FLEXURE (ACI 318 15:4,2, 10.2. 10.3.5,,10.5:4, 7.12.2, 1.2.2, & 12.5) 0:85fc•, t- 1- 'trr P,,,Ax=O.LiS/J,.f'r; Cp I. (lP, -P 0:3931ld f'. / f err + e f / 3: P= r1 LONGITUDINAL TRANSVERSE , d 8.75 8.50 b 36 36 . q 2.02 2:02 M, 4.74 4.74. • p 0.001 _ 01.001 prro„ 0,001 O.00 t AS 0.24 0.25 RegD 2 # , 4 2 # 4 Max. Spacing 18 in o:c. 18 in o.c. USE 3 # 4 @ 15 in o.c. 3 # 4 @ 15 in o.c. Pmax 0.019 0.019 Chock p od < Pmax [Satisfactory] [Satisfactory] (cont'd) CHECK FLEXURE, SHEAR (ACI 318 9.3.2.3. 15;5.2,11:1.3.1. $ 11.2) CHECK PUNCHING SHEAR (ACI 318-15.5.2. 11.11.1.2. 11.11.6, 8 13.5.3.2) OV, = (2 + y) {bf 1 A.h 75.68 kips . where ¢ 0.75 (ACI 318 9.3.2.3 ) PC _ ratio of long side to short.side of concentrated load 1.00 by = C1 + c2 + 131 + bz + 4d 58.5 in Ar = bo.d = 504.6 in` y MIN(2 . 4 I ac . 40 d / bp) . 2:0 r t bi{ c b7 C2 l I/ It = /?n, nu i I_ g/. ( .Z +d B z +el IJ = 15.197 kip$ < o V „ [Satisfactory] LONGITUDINAL TRANSVERSE Vu3.1.6 3.29 p . 0.75 0.75 On 23:6 23.0 Check V. < OV,,,,, [Satisfactory] [Satisfactory] CHECK PUNCHING SHEAR (ACI 318-15.5.2. 11.11.1.2. 11.11.6, 8 13.5.3.2) OV, = (2 + y) {bf 1 A.h 75.68 kips . where ¢ 0.75 (ACI 318 9.3.2.3 ) PC _ ratio of long side to short.side of concentrated load 1.00 by = C1 + c2 + 131 + bz + 4d 58.5 in Ar = bo.d = 504.6 in` y MIN(2 . 4 I ac . 40 d / bp) . 2:0 r t bi{ c b7 C2 l I/ It = /?n, nu i I_ g/. ( .Z +d B z +el IJ = 15.197 kip$ < o V „ [Satisfactory] 2/26/2016.; Converting Addresses to/from Latitude/Longitude/Altitude in One Step (Geocoding) Converting Addresses to/from Latitude/.Longitude/Altitude in One Step Stephen P. Morse, Sail Francisco LBatch Mode (Reverse) ; Batch Mode (AltitudeDeg/Mfn/Sec to Decimal Distances Frequently Asked Questions ; ` My Other Webpages w. _ s__-.___._.__ s -------.-----_-._ ..-.-._ address 55415 Meddallist Drive city La Quinta state California zip 92253 country [United States Determine Lat/Lon Get Altitudes (-reset) latitude longitude above values must be in decimal ta:ith minus signsfili- outh and ivest . Determine. Address 1 i reset U Access geocoder.us / geocoder.ca (takes a relatively long.tifne) fromog ogle latitude J longitude — ±altitude ---I — -- decimal 33.6633573 ,-116.3100094999999$ E- deg-mi.n-sec 33° :39:: -1 160 18' 36.0342" - E- fromay boo latitude longitude altitude decimal 33.64648 deg -min -sec 33° 38' 47.328." F-116' I S9.136 55415 Medallist Dr, La Quirita, California 92253. open street map failed to return a result frofn census latitude I longitude Jaltitude decimal 33.64659 1-1 16.249855 F_ - deg -min 33° 3K' 47.724" -116° 14' 59 478"! g ]c _J 55415 MEDALLIST -DR, LA QU1NTA, CA, 92253, from tame. latitude longitude altitude decimal 133.646247864422,11 -1 1 C.2500004578E> deg-min-sec46,4923" _[l 15' 0.0016" I1 CA. Page 11 of 25 http://stevem or.se.orgrj cal/I atl on. php HE 2t26/2016,', Design Maps Summary Report USGS Design Maps Summary Report User-Specified Input Report Title Castles Residence Fri February 26, 2016 19:13:42 UTC ' Building Code Reference Document ASCE 7-10 Standard (which utilizes 11SGS hazard data available in 200'._1) Site Coordinates 33.66336°N,'-116.31001°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category- I/II/III oil t, i 41 .y 'aF 5J1 'if ♦,; -t }.'a <i ' a r i'-s r_ AI pot 'F • , . .. a• , 3 v, ?.',' ^t tr . t tls,4Y r 2Y' o ,.• s.. F lk; •+!;- k. y y1 Ri ,,, ..'...f . r xw F4if'a9A 3'` . {' # •r. 'u 'h , jkl - Hf ,_yap. . t` s y • --; ; ndfbjti. . 5 t t, li'alrn t7e,ert • =h'. ... . . 4' 4r " ,,J li '•s{2?{I t .`'•,I ' Vt ,.E a-et 4}S " y •'a.-`+Y t d a ,y r fi lCr. -1 y 1y . ...^•It 'i `1 - 1. , f'l 'i4 ' r} v`, -'.;...tea •ski . & i '1 t - ! } y ~ sDI`: -•c.. a, l iM'Ih.i 1 1.,o- •;rte f t '. N .c,k•. R •. CF 'y'tY'i ;'N i• :, w ; +i•.v C ` _- L • x'wkt: dy . s k ..:1: r . . ` t 3 i'•< d ' `o`" ,d' i ,:' n { i' f" U6106 ini 1 25 11 i ;? "1 dt i ♦ t I i; I 1 } pr ' Lr -Pa. ++ k1 , • } +'..,A ! ; .. 1 C li fll Jrl 4 ' \ { L +t { - A x sir ,•rL,d •,,t ate" a {Y t` - x111 .fJliF.P IV fX111 ' ., F xa' 7 +.,3,n x -•-moi--... ,,,T^"t ' ''.--„'w e'e7 :I . , c ^Y '' A .ice • L Y Y' 1'p+ f j iI't f ISS I,I:rl h•N CG-i11• .t a •' s'e:' , `5 set r d + :}u a l df «` . ` . ,. h I , i 4 , . X/1 `t. y2'i's yf b-wYr i +f?ij - ..a 1 v 44 - b 5b 'I ✓4M•.•n ca. yRpj a o -' 1. °i r .w 4 7 I t -:tJ • 1 S n <1 Y _ ' .i W r$iv t 9 Y H .r l: L r zR• 1gg.u i.c ?`• , f''"' , I o-tk ,4.." Y:c' r• , ,, v ' .A+1 ,t j4 dii• 3 [ .t . T y F , 7 t j f . l ' .1 .1t iY7F 4C:l ':C 1! x:i3s 1,w .:• ;t'... .ia7„ i i•> e::$'.': ✓•. 4.1.. d L,•r a't ... .i6:,.' aa4r± s . t ' a ' wJ ..,,_ y , ... rov - , ... . USGS-Provided Output } Ss = 1.500 g SMS = 1.500 g SDs = 1.000 g S1 = 0.600 g SM1 = 0.900 g SDI = 0.600 g - • ' 'For information. on how the-SS and S1 values above have been calculated from'probabilistic (risk-targeted)-an.d deterministic ground motions in the direction of maximum horizontal response, p.lease return to the application and select the "2009 NEHRV building code reference document. MCER Response Spectrum 1 - J -Design Response Spectrum ' L 65 1'.50 1:10 1.35 0.99 1.20 0.88 • 1.05 r 0.77 w 1T 0.90 OI 0. r.6 LA 0.75 0.55 . 0.60 0.44 0.45 0.33 0.30 0.15 0.11 0.00 0.00 0.00 AN 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 0.00 0.20 0.40 n-GO •0.80 1.00 1.20 1.50 1. A 1.20 2.00 Period, T (sec) Period, T.(sec) For PGA,„ TO CRs, and Ck, values, please view .the detailed report. J Page 12 of 25 http://ehp2-earthquake.wr.usgs.gov/d6signm aps/us/sum m ary.php?tem plate=minimal &latitude=33.6633573&longi tude=-116.31000949999998&si teclass= 3&risk... 1/2 + - 1 i i? 1I� { i•-' i.l .i �., ___ way_,_ r"1 ___:can__ ,.___ Ur . LI 1 LL i - i L f � it rn ; l • ' ( f i � ii 1 �, ti •, IJ _ a0„I:j I I � '�E-J 1 �`-..�J.t t. I'-�-�"��- �aHln .n„lat an�.ti�('••. __J— � .. � I. t�— —� I r ALJ iii-'- I Ko { �I :tom_ - _I I • i i IF ji Iu clu { I I =1I all Ila "W -u 'Jill _._.J I it _MU ,I L C_ can IT), O W7 . 1 Pa9e 13 of 25 MMIIIIIIIIIIIIIII CLIENT: RA Structural .Engineerings SHEET: SUBJECT'. lzer—ddll ,gf {-dd - JOB NO: (.6o 19 DESIGN BY: DATE: ? 6 / 16 44 pill r►v ,Q . 2 fi 3 -- 3'= 30686 I rs S 2 Z hoc J<<;PS 2 Z ova Yv. G red ' o 0. V✓ l t _ Page 14 of 25 PROJECT • Diaphragm,"N' - PAGE: \\ S rul r t CiitAl. CLIENT: Castles Residence DESIGN BY: R.A. a , li 1 dr I=61\f; JOB NO.: 160218. DATE : 2126/2016 REVIEW BY: R.A. One,rSto Seismic Anal; sis B'ase:d.on 20`12 IBC /1613 CBC Determine Base Shear'(Derived from ASCE 7 Sec. 12.8-& Supplement 2) V = MAX{.MIN [ SDI / (RT.) r, SDS I / R ] MAX(0.044SD,S11 . 0,01) 0.5S1 I / R } W = MAX{ MIN[.0.55W 0.'11 5W ] 0.04W 0.05W } A. 0.15 W, (SD) (for S1 >_ 0.6 g only) . 0.11 W, (ASD) = 3.23 kips Where SDS = 1 (ASCE 7 Sec 11.4.4) SD1 = 0.6 (ASCE 7 Sec 11.4.4) S1 0:6 (ASCE 7 :Sec 11.4. 1)' R = 6:5. (ASCE.7 Tab 12.2-1) ; 11 = 1 (2012 IBC Tab 1604.5 &.ASCE 7 Tab 11.5-1) Ct = 0.0.2 (ASCE 7 Tab 12.8-2) hn 17.0 ft X = 0.75 (ASCE 7 Tab 12:8-2) T = Ct (hn)x = 0.167 sec, (ASCE 7 Sec 12.8.2:1) Calculate Vertical Distribution of Forces & Allowable Elastic Drift (ASCE 7, Sec 12.8.3 & 12.8.6) , Level Wx hx . hxk WxhXk FX , ASD (12.8-11) Sxe,allowable, ASD Roof 29;:42. 17 17.0 500 3.2 t r:; ; 4,;* ., 0.7 29.4 500 3.2 Where k = 1 for T <= 0.5 isxe,auowable, ASD'='va 1/`(1.4 Ca), (ASCE 7 -Sec 1.2.8.6) k = 0.5 T + 0.75 for T @ (0..5 ; 2:5) Cd = 4 (ASCE 7 Tab.12.2-1) k = 2 for T >= 2.5 Aa = 0:02 hsx, (ASCE 7 Tab 12.12-1) Calculate Diaphragm Forces (ASCE 7, Sec 12.10.1.1) Level Wx EWx Fz EFx FpX , ASD, (12.10-1.) Roof 29.4 29.4 3.2 3.2 3.9 c 0.13 VI.ix 29.4 3.2 Where Fmin = 0.2 SDS IWx /.1..5 , ASD , Finax = 0.4 SDS I 'Wx /.1.5', ASD C Page 15 of 25 PROJECT: Diaphragm "B". PAGE CLIENT: Castles.Resi&nce DESIGN BY: R.A. JOB NO.: 16021.8 DATE: 212612016 REVIEW BY: R.A. One Story Se'isrnic. Analysis Based on 2012 IBC l 201.3 CB.C. Determine Base Shear (Derived from'ASCE 7 Sec. 12.8 & Supplement 2) V = MAX{ MIN [ SD11 / (RT) , SDS I / R ] MAX(0•.044SLsl , 0.01) 0.5S1 I / R } W = MAX{ MIN[ 0.97W , 0.15W ] , 0.04W 0.05W } ^ 0.15 W, (SD) (for S, ? 0.6'g only) 0.11 W, (ASD) = 2.44 kips Where SDS = 1 (ASCE 7 Sec 11.4.4) SD1. = 0.6 -(ASCE 7 Sec 11.4:4) S1= 0i.6 (ASCE.7 Sec 114.1) R = 6:5: (ASCE 7 Tab 12.2-1) . = 1 (2012 IBC Tab 1604.5 & ASCE 7 Tab 11.5-1) Ct.= .0.02 (ASCE 7 Tab 12.8-2) hn = 8.0 ft I X = 0.75 (ASCE 7 Tab 12.8-2) T = Ct (hn)' _. 0.095 sec, (ASCE 7 Sec 1.2.8.2.1) Calculate Vertical Distribution of Forces & Allowable Elastic Drift (ASCE 7, Sec 12.8.3 & 12.8:6) Level Wx hx hxk Wxhxk Fx , ASD (12.8-11) Sxe,allowable, ASD Roof .8 8.0 177 .2-.4 :, ; •'Jx . 0.3 22.2 177 .'2.4 Where k = 1 for'T <= 0.5 :5xe,allowable, ASD = L\a 1/ (1.4 Cd), (ASCE 7 Sec 12:8.6) k = 0.5 T + 0.75 , for T @ (0.5 , 2.5) Cd = 4 (ASCE 7 Tab 12.2-1) k = 2 for T >= 2.5 Aa = . 0.02 hsx; (ASCE 7 Tab 12.12-1) Calculate Diaphragm Forces (ASCE 7, Sec 12.10.1.1) Level Wk EWX Fx EFx Fpx , ASD, (12.10-1) Roof 22.2 22.2 2.4 2.4 3.0 22.2 2.4 Where, Fmid = 0.2 SDS I Wx /-1.5, ASD Finax = 0.4 SDS I Wx'/ 1.5 , ASD D TA PROJECT: Renrippeling PAGE S'11N UCTUkA L CLIENT: dasti&s-kesiden6iiiDESIGN BY: R.A. IN I- 1n(; JOBNO. : 160218 DATE : .02/261*16 REVIEW BY: R.A. INPUT DATA Roof an gle 0, = 17.74 Roof an die 0 = 0.00 GCp, Exposure category (S, C or 0. ASCE 7-10*26.7:3) G C,, Net Pressure with Surface Importance factor (ASCE 7-10 Table 1.5-2) ) . 1 1, = .1.00 for all Category Basic wind speed (ASCE 7-10 26.5.1 or 2012 IBC). V = .1'10 mph Topographic factor (ASCE 7-10 26.8 & Table 26.8-1) Ki, = .1 Flat E Building height to eave he = 17 ft Building height to ridge' hr = 24 it Building length L = 40 it Building width B = 25 it Effective area of Components (or Solar Panel area) A = 20 ft2 DESIGN SUMMARY' Max horizontal force normal to building length, L, face 14.80 kips, SD level (LRFD level), Typ. Max ho6riz . 1 6tal force, normal to building length, B, face = 8.54 kips x 0 - Max -total horizontal'torsional load = 76.01 ft -kips Max total uowaird force = 18.76 kips ANALYSIS Velocity pressure qh Z 0.00256 kh )<,&Kd V2 = 23.43 psf where: qh = veloCity pressure at mean roof height., h. (Eq. 28,3-1 page 298 &- Eq. 30.3-1 page 316) Kh = velocity pressure exposure: coefficient evaluated at height, h, (Tab. 28.3-1. pg 299) = 0.89 Ke = Wind directionality factor. (Tab. 26.6-1, for building, page 250) = 0.85 h = mean roof height 19.00 it :c ISO it '[Satisfactory] (ASCE. 7-.10 26.2. 1) < Min (Lj B), [Satisfactory] (ASCE 7-10 26.2.2) Desian pressures for MWFRS p =. qh U6 Cpf HG Cpl A where: p = pressure in approoriate-zone..(Eq. 28.4-1., page 298). Prnln = 16. psf (ASCE. 7-10 28.4.4) G Cp I = product of gust effect faclbr and external pressure coefficient, -see table below. (Fig. 28.4-1. page 300 & 301) G Cpj =product of gust affect factor and internal pressure coefficient. (Tab. 26.1 1A, Enclosed Building, page 258) 0.18 or -0.18 a _: .width of.edge,strips. Fig 28:4-1, note 9. page*301, MAX[ MIN(0.113, 0.1L. 0.4h). fAIN(0.04S. 0.04L). 31 = 3.00. it Net Pressures. (osil). . Basic Load Cases Net Pressuiesjosf), Torsional Load Cases E J 2\2E 3 7 --E X A 3 Jr 61 E 6E- Gz- AN IN < --SE n'CF ERENCE CO ER WIND OIRECT163 ;EFTERENCE CORN M. R 7 , M:* 01RS-:KN 4D DIRMFON a O!T,.EC;v; Load Case A (Transverse) Load Case B (Loingifudinol) Load Case A (Tronsverse) Load Case B (Longilbdinal) Basic Load Cases Torsional Load Cases Page 17 of 25 Roof an gle 0, = 17.74 Roof an die 0 = 0.00 GCp, Net Pressure with, G C,, Net Pressure with Surface (4GC,i) (.GCp& (+GC,i) (-GC.i) 1 0.51 7.74 16.18 -0.45 -1476 -6.33 2 -0.59 -20.39 11.95 -0.69 -20.39 -11.95 .3 -0:46 A5.08 -6.64 -0.3*7 -I2.89 -.4.4$ 4 -0.41 -13.80 . -5.37 0.45 -14.76 -603 5 0.40 5.16 13.59 6 -0.29 -41.04 -2:58 1E 0.77 13:86 22.30 -0.48 -15.47 -7.03 2E -1.07 -29.29 -20.86 -1.07 -29.29 -20.86 3E -0.67 -19.82 -11.39 0,53 -16.64 -8.20 E -0J61 -.18.48 -10.04 -0.48 15.47 .-7.03 5E 0.61 10.,08 18.51 1 6E 1 1 -0.43 1 -14.29 1 -5.86 E J 2\2E 3 7 --E X A 3 Jr 61 E 6E- Gz- AN IN < --SE n'CF ERENCE CO ER WIND OIRECT163 ;EFTERENCE CORN M. R 7 , M:* 01RS-:KN 4D DIRMFON a O!T,.EC;v; Load Case A (Transverse) Load Case B (Loingifudinol) Load Case A (Tronsverse) Load Case B (Longilbdinal) Basic Load Cases Torsional Load Cases Page 17 of 25 Roof an le 0 = 17.74 G . Net Pressure with Surface (+GC,j) (-GC,,;) IT 0.51 1.94. 4.04 2T -0.69 -5.10 -2.99 3T -0.46 -3.77 -1.136 4T -0.41 -3.45 -1.34 Roof an -le 0 =: 0.00 GCpj - Not Pressure with Surface- (+Qcp;,) (-GC,i) ST 0.40 .3.40-7 6T -0.29 _1.29 2.75 -0.64 E J 2\2E 3 7 --E X A 3 Jr 61 E 6E- Gz- AN IN < --SE n'CF ERENCE CO ER WIND OIRECT163 ;EFTERENCE CORN M. R 7 , M:* 01RS-:KN 4D DIRMFON a O!T,.EC;v; Load Case A (Transverse) Load Case B (Loingifudinol) Load Case A (Tronsverse) Load Case B (Longilbdinal) Basic Load Cases Torsional Load Cases Page 17 of 25 Basic Load Case A(Transverse Direction Area Basic Load Case B Lon itudinal Direction) i rw r> c Basic Load Case A(Transverse Direction Area Basic Load Case B Lon itudinal Direction) i ik v:itb. Surface (tP) Area Pressure k with 2 446 -9.10 -5.33 . 3 446 -5:75 -1.99 Surface (fl') (+GCP I) 5.03 6 370 , -4.08 -0.95 2E 79 -2.31 -1.64 1 578 4.48 9':35 SE 105 1.06 1.94 6E 105 -1:50 -0,61 2 446 -9.10 -5:33 L` -a, SE 105 1.06 Vertu -1Q.56 -5.71 3 448 -6.73 '-2.96 26.x.4 Vert; ' -16.00 -16.00 0.31 0.81 -2 -5 4 578 -7.98 -3.10 •4 •1 - Total Horiz. Torsional Load, MT 36.3 36.3. tE 102 1.41 2.27 Torsional load, MT 76 76 2E 79 -2.31 -1.64 3E 79 -1.56 -0.90 4E 102 -1.88 -1.02 Horiz. '14.80- 14.80 . Vert. -18.76. -10.32 Min' Horiz. Horiz. 13.44 13.44 26.4.4 Vert. -16.00 -16.00 Torsional Load Case A Transverse Direction Torsional Load Case 8 (Longitudinal Direction Area prossuro k with Torsion It -k Surtace ' (a=) (-GC,i) (-:GCP i) (+GCn i) (-GCP i ) 1 238 1.84 3.85 16 33 2 - 184- -3.75 -2.20 -10 -6. 3 184 -2.77 -1:22 7 3 1 4 238 -3.28 -1'.28 28 11 1E • 102 1.41 2.27 r 24. 39 2E 79 • -2.31 -1.64 -12 •9 3E 79: -1.56 -0.90 8 5 4E 102 -1.88 .-1.02 32 17 1T 340 0.66 1.38 -7 -14 ZT 262 -1.34 -0.78 4 2 3T 262 -0.99 -0.44 -3. -1 4T .340 -1.17 -0.46 -12 -5 Total Horiz. , t - Design pressures for.comaonents and. cladding 'a p = qh[ (G CP) - (G CPi) ( , T/ f where: pressure on component. (Eq. 30.4-1, 318 Pmin = 16.00 Dsf (ASCE 7-10 30:2:2) G CP = external pressure coefficient. Walls G = --- see table below. (ASCE 7-10 0. 30.4.2) Roof` Root. Note: If the effective area is roof Solar Panel area, the only zone 1, 2, or 3 apply. Area Pressure ik v:itb. Surface (tP) (+GCPi) (-GCP;) 2 446 -9.10 -5.33 . 3 446 -5:75 -1.99 5 370 1.91 , 5.03 6 370 , -4.08 -0.95 2E 79 -2.31 -1.64 3E 79. -1.31 -0.65 SE 105 1.06 1.94 6E 105 -1:50 -0,61 3E Hoiiz. 8.54 8.54 L` -a, SE 105 1.06 Vertu -1Q.56 -5.71 Min. wind Horiz. 7.60 7..60 26.x.4 Vert; ' -16.00 -16.00 Area Pressure k with Torsion (ft -k) ' Surface ill') (+GCP i } (-GCP'i) '(+GCP i) (-GCo i ) 2 446 -9.70 -5.33 -4 -2 3 446 -5.75 -1.99 3 1 5 133 0.68 1.80 3 8 6. 133 -1.46. -0.34 7 2 ' 2E 79 -2.3.1 -1.64 13 9 3E 79 -1:31 -0.65 -7 -a, SE 105 1.06 1:94 12 21 6E 105 -1.50 -0.61 16 7 5T 238 0.31 0.81 -2 -5 6T 238 -0.65 -0.15 •4 •1 - Total Horiz. Torsional Load, MT 36.3 36.3. Torsional load, MT 76 76 Area Pressure k with Torsion (ft -k) ' Surface ill') (+GCP i } (-GCP'i) '(+GCP i) (-GCo i ) 2 446 -9.70 -5.33 -4 -2 3 446 -5.75 -1.99 3 1 5 133 0.68 1.80 3 8 6. 133 -1.46. -0.34 7 2 ' 2E 79 -2.3.1 -1.64 13 9 3E 79 -1:31 -0.65 -7 -a, SE 105 1.06 1:94 12 21 6E 105 -1.50 -0.61 16 7 5T 238 0.31 0.81 -2 -5 6T 238 -0.65 -0.15 •4 •1 - Total Horiz. Torsional Load, MT 36.3 36.3. Effoctivo Area (ft°) Zone t ' GC -GC, GC, Zone 2 •GCP Zone 3 GC, • GC Zone 4 GCP -GCP Zone 5 GCP -GC, -F-'Comp. 20 0:44 -0.87 OA4 -.1.55 OA4 -2.42 0.95 -1.05 0.95 -1.29 Comp. 8 CIaUUln9 1 Zone t -Lone 2 Zone 3 'Lone a Zone 5 Pfe58UlO Positive N nllve: Porilivn N alien Poeillvo Neyallvo Pofitive Nu vtiva Pwillvn ?Ja olive ( pst) 16.00 -24.60 16.00 -40.53 16.00 -60.91 26.41 -28.75 26.41 •-34.53 PROJECT: Diaphragm,"B" PAGE: S.TRUCTURAL CLIENT: Castles kesidence DESIGN BY: R.A. JOB NO.: -1.602118. DATE: 02/26/16 REVIEW BY: R.A. INPUT DATA Roofs gle 0.' = 16.70 Roof an gle 0 = 0:00 Exposure category (B. C of 0. ASCE 7.10 26.7.3) 'Surface C Importance factor (ASCE 7-10 Table 1.5-2.) IW, = 1,00 for all Category Basic wind speed (ASCE 7-10 26.5:1 o ' r 2012 IBC) V = 1-10 mph Topographic factor (ASCE 7-10 26.8 & Table 26.11-1) 0.50 7.19 Flat Building height,to eave he -6.04 ft Building height to ridge hr = 11A ft Building length L = 20 ft Building width B = 40' ft Effective area of components (or Solar Panel area) A = 20 It2 DESIGN SUMMARY 4'48 X.0 Max:horizontal force normal to building lehgth, L. face = 4.48 kips, 5D level'(LRFO level). Typ. Max horizontal force normal to building length. B, face = 7.19 kips Max total horizontal torsionaf load.. 3745 ft -kips Max total upward force = 15.03 kips ANALYSIS Velocity Pressure clh = 0.00256 Kh K" Kd VZ = 22.38 psf where: qh = velocity pressure at mean root height, h. (Eq. 28.3-1 page 298 & Eq. 30.3-1 page 316) Kn = velocity pressure', exposure coefficient evaluated at height, h. (Tab. 28.3-1. pq 299) 0..85 Kd = wind directionality factor. (Tab. 26.6-1 • for building,. page 250) = 0.85 h = mean roof height = 11.00 ft 4 60 ft, (Satisfactory] (ASCE 7-10 26.2.1) < Min (L, 6), [Satisfactory] (ASCE 7-10 26.2.2) Design pressures for MWIFRS p = qh'[(G Cpf)-(o CO3 where: p = pressure in appropriate zone. (Eq. 28.4-1, page 298). Pmin = 16 psf (ASCE 7-10 28.4.4) 'G CP I = product of gust effect factor and external pressure coefficient, see table below. (Fig. 28.4-1, page 300 & 301) G Cp, = product of gust effect factor and internal pressure coefficient. (Tab. 26.11-1, Enclosed Building, page 258) 0.18 or -0.18 a = width of edge strips, Fig 28.4-1, note 9, page 301, MAX( MIN(O. 1 B. 0.1 L, 0.4h), MIN(0.04B.. 0.04L), 31 3.00 ft Net Pressures (osf). Basic Load Cases NOR Pressures (psf), Torsional Load Cases 2 3 2 2 I . E 4E < EC RUERE I j RECER - Ai NCE UANER F WIND DIREC11ON ;; . SWO G1PCCT11):,4 Load Case A (Transverse) Load Case B (Longitudinal) Load Case A (Trcnsverse) ' Load Case B (Longitudinal) Page 19 of 25 Roofs gle 0.' = 16.70 Roof an gle 0 = 0:00 SurfacoNot 'Surface Prossure.with Not Prossuie wiih 0.50 G CP I G C,1 (+GCpi) (-GCpi) (+GCp 1) (-QCv0 1 0.50 7.19 15.25 -0.45 -14.10 -6.04 2 -0.69 -19.47 -11.41 -0.69 -19.47 -11.41 3 -0:46, -14.23 -6.17 -0.37 -12.31 -4.25 4 -0.40 --12.96 -4.91 -6.45 -1410 -6.04 5 0,40 4.92 12.98 6 -0.29 -10:52 -2.46 1E 0.76 12.94 21.00 -0.48 -14.77 -6.71 2E -1.07 -27.98 --19.92 -1.07 -27.98 -19.92 3E -0:65 -18.68 -10.63 -0.53 -15.89 -7.83 4E -0:59 -17.212 -9.26 -0.48 -14.77 =6.71 5E 0.61 9.62. 17.68 1 6E I 1 1 -0.43 1 -13.65 1 -5.60 2 3 2 2 I . E 4E < EC RUERE I j RECER - Ai NCE UANER F WIND DIREC11ON ;; . SWO G1PCCT11):,4 Load Case A (Transverse) Load Case B (Longitudinal) Load Case A (Trcnsverse) ' Load Case B (Longitudinal) Page 19 of 25 Roof an le () = 16.70 G Cpr Net Pressure wiih - 'Surface (.+GC.) j) 1T 0.50 1.80 3.81 2T -0.69 -4.87 -2.85 3T -0.46. -3.56 -1.54 4T -0.40 -3.24 -1i23 R6o(*angleO = 0.00 Net Pressure vnth Surface 5T 0.40 1.23 3.25 6T -0.29 -2.63 .-0.62 2 3 2 2 I . E 4E < EC RUERE I j RECER - Ai NCE UANER F WIND DIREC11ON ;; . SWO G1PCCT11):,4 Load Case A (Transverse) Load Case B (Longitudinal) Load Case A (Trcnsverse) ' Load Case B (Longitudinal) Page 19 of 25 PROJECT: 7Re s'r!et't' Shear Panel ('a) PAGE: Min. Thickness (in) I !.'I<, i• CLIENT: Castles. Residence DESIGN' BY : R.A. JOB NO.: 16.0218 DATE.: 2726(2016 REVIEW BY: " R.A.- $J "ear'Wall Design B'ase.d.o.n 2012 IRC / 2011CB13°NDS 2012 380 450. 640 INPUT DATA-.—,_... 35700 L J}. d LATERAL FORCE -ON DIAPHRAGM: - vdia. v jp4o = 300 plf,for wind r G = 9.0E+04 psi vdia. SEISPfIC = 290 plf,for seismic, ASD •'-I-_T—t -- _. 1. • --• -(- --i " ~) _., ,(ASCE 7-10 Tab 12.2.1 3 Tab 11.5-1.) GRAVITY LOADS ON THE ROOF: WpL = 360 plf.for dead toad C', =. 1.0 J, = 0.02 hs„ — WLL = 300 plf, for live load (ASCE 7.10 Tab 12.12.1) - DIMENSION& Lw = 7 ft. h = 17 ft -' L = 7 ft , hp = 0 ft PANEL GRADE (O,or 1) = 1 <= Sheathing and Single -Floor MINIMUM NOMINAL PANEL THICKNESS = 15/32 in I COMMON NAIL SIZE (0=6d, 1=8d, 2=10d) 1 8d SPECIFIC GRAVITY OF FRAMING MEMBERS 0,5 i EDGE STUD SECTION 1 pcs, b = 4 in, h = 6 in SPECIES (1 = DFL. 2 = SP) 1 DOUGLAS FIR -LARCH T, i '• GRADE ( 1, 2, 3, 4, 5, or 6) 4 No. 2 STORY OPTION ( 1=grourid, levet, 2=upper level) i ground level shear wall i -i__...._.._ ...---------- ----- Thiz J11L'Mr YYMLL VCJIVIY ,J -- ----/ MVL'V VMIL. SIGN SUMMARY BLOCKED. 15/32 SHEATHING WITH 8d COMMON NAILS @ 4 in O.C. BOUNDARY 8 ALL EDGES / 12 in O.C. FIELD. , 5/8 in DIA. x 10 in LONG ANCHOR BOLTS @ 36 in O.C. (or 1/2 in DIA, x 10 in LONG ANCHOR BOLTS @ 24in O.C.) HOLD-DOWN FORCES: Ti = 3.94 k T., = 3.94. k (USE HDU -'-114x2.5 SIMPSON HOLO -DOWN) DRAG STRUT FORCES: F = 0.00 k EDGE STUD: 1 - 4" x 6" DOUGLAS FIR -LARCH No. 2, CONTINUOUS FULL HEIGHT. SHEAR WALL DEFLECTION: d = 0.66 in YSIS MAX SHEAR WALL DIMENSION RATIO L / B = 2.4 < 3.5.. [Satisfactory) (allowable reduced 2w/h, 2305.3.8'2.2.3) MINE REQUIRED CAPACITY vp 300 plf.. ( 1 Side Diaphragm Required, the Max. Nail Spacing = 4 in) TNF CHFAR CAPACITIES PFR IRC Tahlr 91nR 11 SnPWS-BA Tahlp d 1A' with ASD rprinrtinn Urtnr 9.n1 Panel Grude Common Nail Min. Penetration (in) Min. Thickness (in) Blocked Nail Spacing Boundary & All Edges •6 4 3 Sheathing and Single -Floor 8d 1 1/2 1 15/32 260 1 380 450. 640 Note: 1. The indicated shear nURlbers have reduced by specific gravity factor per IBC note a. 2. Since the wall is blocked, SDPW-08 Table 4.3.3.2 does not apply. 4E DRAG STRUT FORCE: F = (L -Lw) MAX( vela. wom. ii vnlo, se,sewc) = 0.00 k (f2a = 1 ) (Sec. 1633.2.6) 4E MAX SPACING OF 5/8" DIA (or 1/2" DIA) ANCHOR BOLT (NDS 2012, Tab.11E) 518: in DIA, x'10 in LONG ANCHOR BOLTS @ 36 in O.C. (or 112 in DIA. x 10 in -LONG ANCHOR BOLTS @.24 in O.C.) THE HOLD-DOWN FORCES, _ vd;, (plf) Wall Seismic at mid -story (lbs) .Overturning Moments (ft -lbs) Resisting Safety Net Uplift ' Moments (ft -lbs) Factors, (lbs) Hoitltlovm SIMPSON SEISMIC 290 190 36128 Letl 12152 0.9 T. = 3599 h Rieht 12152 0.9 T,, = 3599 WIND 300 xe.allowable. ASO - 0.729 in 35700 Lett 12152 213 T = 3943 J}. d .Right 12152 213 Tp .= 3943 (TL 8 T values should include upper pper level UPLIFT forces if applicable) CK MAXIMUM'SHEAR WALL DEFLECTION: ( IBC Section 2305.3 / SDPWS-08 4.3.2) ECK EDGE STUD CAPACITY P,raic = 4.60 kips, (this value should include upper level DOWNWARD loads it applicable) F, = 1350 psi Co = 1.60 Cp = 0.14 A= 19.25 int E= 1600 ksi Cr = 1.10 F" = 336 psi > f, = 239 psi (Satisfactory) Page 21 of 25 3 i' Vh1J Vt,ll ll ln 0 = L ji—l;,,t, + list.•,,, + A m,:a .,a4, + Ac: i,..tvw,. ,. = F — F 0.75he„ + = 0.663 in. ASD < xe.allowable. ASO - 0.729 in Where: vb = 300 plf , ASD Lw= 7 ft E = 1.7E+06 psi (Satisfactory) (ASCE 7-10 12.8.6) A = 16.50 in` h _, 17 ft G = 9.0E+04 psi C;, = 4' 1 = 1 I = 0.298 .in e„ = 0.017 in, SO. da = 0.15 in, SO ,(ASCE 7-10 Tab 12.2.1 3 Tab 11.5-1.) C', =. 1.0 J, = 0.02 hs„ (NOS 4.1.4) (ASCE 7.10 Tab 12.12.1) ECK EDGE STUD CAPACITY P,raic = 4.60 kips, (this value should include upper level DOWNWARD loads it applicable) F, = 1350 psi Co = 1.60 Cp = 0.14 A= 19.25 int E= 1600 ksi Cr = 1.10 F" = 336 psi > f, = 239 psi (Satisfactory) Page 21 of 25 Anchor Designer. ` Software Version 2.05154 15; Company .- RA StructuralDate: 66r26/2014 Engineer ., -' Reza•Asgharpour P.E page:. 114 Project ti Address 77570 springfield Lane:Spite D ,, Phone 760-360=9998 E malt reza@rastructural com 1,Proiect`inforrnation"4 • T Y x Y z ttr_: Customer company: ` a4 ; Projectdescnptlon:•' Customercontact-name: ` Location: Customer a -mail: Fastening description 'Comment:` 2. InputData.Ancho'r Parameters a a B•c General r Base Material ' z . Design rnethod ACF 318-14 .. , r `" Concrete: Normal v✓eight Units Imperial units : Concrete thtckness;`h (Inch): 18 00 .,. Stat e:'Cracked Anchor Information ^ + Com ressive strep th f . r p g (psi) 2500} A'nchortype Bonded anchor I . r , I!c.v 1,0 Material :F1554 Grade 36''.'. , a' " r f Reinforcement cbndlGon . B tension, B shear, r • i }` ' Diameter (inch} 0 625 Supplemental relriforcement: Not applicable - Effective ;Embedment depth; hit (inch) 12000 Do not evaluate concrete:br'eakout in tension: No ' Code report ICGfS ESR=2508 ,` -. ', ^'" Do not evaluate..concrete.breakout,in shear. No " Anchorcategory:;- ;` Hole condition: Dry'concrete` " Anchor ductility: Yesa ' Inspection: Continuous ti mn (IncFij:'15,:13 ^ `' t t Terimperature range; 1 ' cx (rnch):.31 04 = gnore.6do`requirement' Not,applicableM y Build up;grout pad.`NO t Smi3Oidh):300, r s ` Base Plate ' - • "t.' v -.d .'3 a - T ae•.-: ,yr Load'and Geometry :-oad.factor source: ACI,318 Section 9 2 Load combination: not set Seismic design: Yes t . oris lb Anchors'subjected.to sustained tension: Yes Ductility section foraension: D' 3:3.4:2 not applicable„ 1 a ' Ductility section for Shea .3-3.5.2 not applicable Qo factor not set _ , S a .a r ri ' , r- 'r;• APPIY entire sgea I' WA at flcptYro No 1 u r An chors oteslsting>wlndand/ res(rtlloNo E r . . <F gU . i • _• ; # "1c ,u q , .t ; r ti . -.'t`$.7 . r - . } t . r , K 4 1 +)moi_` .. ` 4 1 S - . " is • x • Y . r ti .,r ;:r sS _ '. r j3 .: N YA. X !; r. '. L +' ^L h .r • SP.k...T' 0'Ib gt s .=t ' MOF -g •:x'A'' S w .t.' ' y z tt :'ti:• } R ti'L Y ri fi ,f- ' - .'4 - , 0 Ib OF I ME r n s I S a ra44 = R• i i S= r Input data and results must be checked for'agreement withthe.exlsting circumstances, the standards `and ui 'elines musCbe checked forplauslbiGly. Simpson Sty onq Tia Sampan, Int ..5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phune. 925.560.-9000 Fax:-925.847,38711n-wwe, slroglie.com , page 22_ of 25 • " •' . ; •'' air "- _ r,{ . y ' SIIIJII;S,fl'VI.Anchor.D.esignetTI4 w„t Software Version 2.0.5154.15 Company: RA Structural Date: 6/26/2014 Engineer: Reza Asgharpour, P.E. I Page: 3/4 Project: Vuay (ib) Address: 77570 Springfield. Lane Suite D Phone: 760-360-9998 E-mail: reza@tastructural.com '. 3. Resulting Anchor Forces ' Anchor Tension load, Shear load x. Shear load y, Shear load combined, Nu. (lb) Vuax (lb) Vuay (ib) (lb) 1 4575.0 0.0 r '. 0.0 0.0 Sum 457:5.0 0.0 O.Q 0.0 Maximum concrete compression strain (%a): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (lb): 4575 Resultant compression force (lb): 0 Eccentricity of resultant.tension forces,in x-axis, e'.< (inch): 0.00 Eccentricity of resultant tenslon forces in y-axis, e'Ny (inch): 0.00 • t 4. Steel Strength of Anchor In Tension(Sec, D5,11 Nsa.(Ib) 4 ON.. (lb) 1:3110 0.75 9833 5. Concrete Breakout Strength of Anchor in. Tension (Sec, D.5,2) Nb = krito4f chert•s (Eq. D-6). kc. to ' re (psi) ho (in) ,Nb (lb) 17.0 1.00 2500 12.000 35334 0.750Ncb = 0.75.0 (ANc/ANce)` .d,N.'Ic,Nycp.NNb (Sec. DA.1 & Eq. D-3) Akc (int) ANcb (inz YarN Y'cN. %'6y:N Nb (lb) .4 0.7510Nch (lb) 432.00 1296:00' ' 0.800 1.00 1.000 35334 0.65 4593" 5. Adhesive Strength of Anchor in Tension (Sec, 5.5) ik,a = rk.afshortdbmKsadrNseis n, (psi) fshodgene Ksaf ' an.seis rµa (psi) 855 1.00 1.00 1:00 855 ND*,= d•era/rdohcr(Eq. D-22)- -22)Za Z,.Tc, (psi) da (in) ' ha, (in) Nb. (lb) 1.00 855 0.63 12.000. 20145 0:750Na = 0.750 (ANaI Arlao)'Ped,Na'fcp,NeNba (Sec. D.4.1 & Eq. D-18) ANa.(in?) ANao (int) yea Na yG.JJa Nao (lb) 0 0.75ONa 0b) 206:02 294.74 0.910 1.000 20145 0.65 6245 Nsust = 0.550Nbi (Eq. D-1) 0 Nba(lb) ONsusi (lb) 0.65 20145 7202 ' Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tito Company hv.% 5956 W. Las Positas Boulevard Pleasanton. CA 94588. Phone: 925.560.9000 Fax: 925.847"3871 w%-Av.strongtie.com Page 24 of 25 • Anchor DesignerT"' Software Version 2,0.51.54:15 Company: RA Structural Date: 6126/2014 Engineer: Reza Asgharpour, P.E. I Page: 4/4 Project: Address: 77570. springrield Lane Suite D Phone: 760-360-9998 E-mail: reza@rastructural.corri 11. Interaction of Tensile and Shear Forces (Sec. D.7) Tension Factored Load, N_ (lb) Design Strength, eN„ (lb) Ratio Status Steel 4575 '.9833 0.47 Pass Concrete breakout4575 4593 1.00 Pass (Governs) Adhesive 4575. 6245 0.73 Pass Adhesive (sustained) 4575 7202 0.64 Pass SET -XP wl 5/8^0.F1554 Gr. 36 with hef = 12.000'Inch meets the selected design criteria. 12. Warnings - Concrete,compressive strength used in concrete breakout strength in.tension; adhesive strength in tension and concrete pryou.t'strength in shear tor'SET-XP adhesive anchor is limit to 2,500 psi per ICC -ES ESR -2508 Section 5.3. Minimum spacing and edge distance requirement of 6da per ACI 318 Sections 0.8.1 and D.8.2 for torqued cast -in-place anchor is waived per designer -option. Perdesigner the tensile component of the strength -level earthquake. force applied to anchors does not 20 percent of (he total factored anchor.tensile force associated with. the same Toad combination. Therefore the ductility requirements of D.3.3.4.3 for -tension need not be satisfied — designer to verify.' Per designer -input, the shear component of the strength -level earthquake force applied to anchors does not exceed 20 percent of the total ,factored anchor shear force associated with the same load combination. Therefore the ductility requirements of D.3.3.5.3 for shear need not be satisfied —designer to verify.. Designer must exercise own judgement to determine if this design is suitable. Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Sironn-Tie ComminV Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 ,rw•rN;strongtie.com Page 25 of 25