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S 0287 Soilste ,M1Fl R •tf!♦r[I4{fA•aY�i ........... flr1Ylf .fif+'ir*aR•••f•fafri.f}AT� EXECUTIVE. INTRoovc"C1C�?N iN •i lR:l�hV ltll.aefNiRu♦ lN••f sAf.�•4f lf!lflai\e •files:R R.............12 f� ® CONSTRuCTIONf.lfN••••••N1 ........ /f f•.R.Iff .f aR!l s��♦f l.. TiN +►('R•fi}!!.!lYNYlYf♦\NRafi1•\1}f1 {f[l }i!l.YfflAY. Yi ifIfN 1M ? o F 1 yO •aiYR\iN iiN3} IIrAN�•a YaNlf •.i Y�{fafY ir tE ,I ND �X�4�Q SI° STUD o* �r! ����� l�fY41!}f#t.Yf►fi.ti RYl.Y4 iiff llsi N}{ !•fYiAN ••YAistNY1Y�RR4!}YA}i .i f1N� $t iflY�iYii F}•► }�i..RIP'.,-T1O{A-�(:Ai!\►QlYR3ifiA14RiNliY!{TiiMAlf!•Yii/f4R.INrY tf Tstii•!lsl.ifrA lY+�t ...�Ti1, t������YA!'f!•OI Y{1NfAf rf! iTA illY.iIANRRRf}rYRTfY�Y YI[Rlf iiY TA1•R•rf AYf}f.A1.'`. SubSUA�� ` }iS���jr�Rf!•ltf TYY }lii}A.A►tf iRA!llie tM! ♦IAARNiAAflINAYNNtIiT _ •���� y .at YAVRIYiififTlfi RTAA l.i l.YlT Y\f Y![Y YIS�Vi•••i.YRMc R1i}f � ��'^"i ����� yT� y, V�,'I, cull-SON��All1•ii AfY !`iYf.A}•fifiltilrrr•t Rf••IT fITJ ARN III tAI.S!•!1R`Mf �•"'T f ff lT►! •!k iArlti�� 'VIONLUI�t!!,- %�� ����r�M�N�IiAR! (�R i�[��{��j�Y��1�!1�..�'±�f*f►AA•llaN►N!li ai►T•fa iil�!! iiYR .YIY.!•.N••!ft/.•L!T •i •MA♦ *,' . y/�![ /i( tf���•Y{' +��iM1�4��i�!}lNMt.fi JlAi !!*N!N{rifhf. •ff•f AIIA►!♦ • f oli IN► YY � N \y�iAlT i 'NICAL ENGI it ER YTT•a 11 NNlAi •Mfia i A yYY y Ml ii�T��''`fifliA!}1f. FtANafilAl!!li YlfilAlA►i! ��.[ RA*noN AND ��,�Q��MIMTf 1lYY•N•-Yfli.R}. airf •lf.M•f!•Lf lfRY i•l.fN} faf•N •b*liT� DRAINAGESrMEP 1Fto ')UNDATIPMf Rli}AfA! !YR}R{fir�l!!1f{!Y}!•i •i/f►A I!!!A �, r F'�.•• .i RIEA _ Mi}-fi11•ii RN NlN f••lf Y.I I..YNlN NiN p im 1All•t*RMNIii Yt�A3niAlAlA if Ylii �UN• elqfo r;_oN:-GFtA.RE NTf�NA\.i}iiflf,!•}IN NfR*f \Alfa! Ya{i.•ffyi YaR ff(!Y•R IlV ff •.ItNY!!A•T� � A•T+� �A .1N lAf 1.rYlif if l}f.f N[A}•*fA►!r•r r•.•1Rf i••Rf � sK:Ri},IN Rf!'!►RT!lfARff 11 _ {Ni'kfIErA ,'i} 1p'1 1 l lA..... N*►AFIT ..•R N�YNATRT•f1 Yf llAii} •.fA4A 1! ffT N.Aiillif i p'4.j AR**a A�4lT_liiit�}YANR\!N)flRM!!i lASAI if►AAT{lYf all/!fA•} 1 fa►A!.*iAiN ETt*R' Y/f t y! � vw on a property approximately 600 feet notihweet ofthe site. Thl� fa trace was located rn the mapped IOCSOOn cf Sorg and McLaughlin (1875) and remains unpublished.' The western Nbrrte Vista Fault; Rage Project No. JCE'-347 . Faults as well as many potentially active .secondary faults ;are all located wttl'n the Bay area. ,,,rg„ ea,,ake. of these faults would affft the subject progeM_ vere-s l€in 'On the basis of the historical regard, the geology of the subject property and current tedt. nology, it is reasonable to assume that the ' subject sits+ will be subt'ec:ed to one sequakeg during the life of the su„ rub cturt. I�ISt::1]SSI©r Summary The following discussion on site seismicity is somewhat technical In nature and this summary is presented for no;r-technical persons, The magnitude of an earthquake is a relative measure of the sita t art earthquake using the energy generated during the earthquake a he ruler of measurement, The maximum credible - magnitude l: the largest possible earthquake on a iauit. The maxirnu °= probable earthquake Is the largest earthquake expected over a 1 Qd-year tiros period. The acceleration is the speed.:or Intensity c theetrtt�gslura shaking as related to the aarth's gravity. The table eftched. Table 1, entitl?p+ "bite Seismicity" relates the subject property to nearby fault traces and the above magnitudes# - shaking duration, acceieraidcn and distance to faults. The purpose c .- - this section and discussion Is to provide the review geologist and th, design eng€user with the anticipated magnitudes and ' accelerations for the subject property for purposes of +design and eValuatlon. it should be understood that the accelerations shown in Table 1 are dytnamic ground accelerations. These accelerations are not used d1M$ZN to obtain seismic design parameters for wood -frame single- famiiy+ residences. Such values are determined using static or quay tatio models. The relatlonship between dynamic and static lateral forges Is not a simple one. In our o nio, n, the UBC seism desi_. factors should be adc�uaie fs�F mast wont re Consiruotion. Esrthquaks► IlilagWtuda The magnitude of an earthquai-ae Is defined as the measure of the stren th of anearthquakes or the energy released by it as determine, by sewnograph rea►dingai in theory, there is only one magnitude assoclwed with any one earthquake and its value is not aff*ted by distance, or local geologic conditions. Currently, earth aks, . mag"Itudol Is measured, using the sud, -vvaye Magnituds scalEV �} w Praject No. jCP-3476 r.� JCP-3467 INDEX To LOCAL AREA MAP Eexior, er,' Long & As acisttes (1977), Giotechnical Investigation Proposed Alcade Knolls Development. Mara, 1977 EXPLonATORY TRENCH LOCATION - 2 FAULT TRACES ENCOUNTERED 2. JCP.Engineers & Geologists, Inc. Geologic and Soil & Foundation Study at 22744 Alcade Road, March, 198E TRENCH LOCATION . NO FAULT TRACES EXPLORATORY ENCOUNTERED 3. JCP•Enginsers & Geoicg'sts, Inc., Engineering Geologic and Sol] &'Foundations Study, San Felipe Road, September,1979 EXPLORATORY TRENCH LOCATION - NO FAULT TRACES ENCOUNTERED 4. Louis A. Richardson, Geologic Hazards Investigation, Santa Lucia Road, Jane, 1933 SEISMIC REFRACTION SURVEY - NO EVIDENCE OF FAULT TRACES FOUND 5. Associated Geotechnlcal,Engineers, Supplements! Geotechnical Investigation, Merriman Rood, July 1989 EXPLG. ATORY TRENCH LOCATION - NO FAULT TRACES ENCOUNTERED f. Applied Soil Mechanics, inc. Preliminary Geologic Investigation, Foothill Blvd. rs Road, November 1986 `nd Mamma _ _ , a 7. John T. O'Rourke & Associates, Geologic Setting, Merriman Road, May, 1987 8. JCP-Engineers & Geologists, Inc., Letter Engineering Geologic and Soil & Addition at 10620 Merriman Road, Cupertino, Foundation Study for Proposed California, February, 1990 9. Hallenbeck & Associates (1992), Ceotechnical Engineehrg and Geologic Hazard Investigation proposed Residential Construction - One -Acre Property, 10545 Cordova Road, Cupertino, California Figure 3-A The San Andreas Fault is one of the longest and most active faults in 1:11E3 world ;and extends from the Gulf of California (Mexico) to north of Cape Mendocino (north of San Francisco). It has ruptured and produced at least five large damaging earthquakes during recorded history (1806, 1838, 1857, 1865 and 1906). Geo4ogic evidence suggests that such movements and the resulting earthquakes have been occurring for at least 30 million years, averaging 5 10 feet of offset every t oo y 4ars. The 1906 San Andreas Fault rupture extended 270 mfts along the fault and offsets of up to 21 feet were measurer?, The 1906 earthquake was felt in California, Nevada and Crcgon and caused damage to buildings more than 70 miles from the fault. The 1857 great earthquake of Southern California caused severe damage; over hundreds of square miles. Many other fault traces, subsidiary to the major fault vanes exist, and may be the source of damaging earthquakes in the future. I'his historic record clearly shows that damaging earthquakes have oc- curred a number of times in the past. A simple understanding of the nature of fault mechanisms indicates that large earthquakes and as. soc'rated phenomenon will continue to occur. In summary, surface rupture, strong ground shaking, and other sec- ondary effects from earthquakes can damage structures. As dis- cussed above, there are many active and potentially active faults in California and earthquakes have occurred in the past and will continue to occur again in the future. Their effects constitute a significant geologic hazard. The degree of the geologic hazard de ponds on a number of factors. Primary The presence of an a iv, rig�on g[cedicates that Earthquake , there has been offset {surface rupture) in the past. Offset occurs Effects �l when the ground on one side of a fault moves relative to the other side. Active faults are expected to move again at some time In the future. The movement can be vertical or horizontal or a combination of tooth. The offset can occur either in fractions of an inch over many years (tectonic creep) and/or In relative movement of several feet in just a few seconds (rupture). "rho degree of offset hazard Imposed by a fault to a given site is determined by 1) the proximity of the fault to the site, 2) the amount of fault offset anticipated, and 3) the frequency of fault related movement, When a fault ruptures, large amounts of energy are released which cause the ground in the surrounding areas to shake. The intensity of shaking is dependent upon: 1. The amount of energy released (Richter Magnitude scale is corm manly used). TYPIC-Al.H C1tosa SECTIORi . ti TI1llt llit �'!'k t Shoeing, Loca tions of gypical Des1go Features ' O 7 � ' r tl ti it R .. r• kt rlyoic al detaining Mill C 21 l4 . 'twical Surface Dram D; � l5 inp ei.rfma�id or Sk. l6 nplceal New Hales l7 '#' picaYl wastwigo Ted + y lcai i3t#lldl x� l i� r 3 irf'�%6�i filrc�lil fi . ids tell$ t�rigik�al ro tnci Surface 7 Drain t'igya '+`.Astral A)Mi+" l'mblut,irtk� 2 Typical CUt S2c e $ praixk $?Q+=t xllet ok�Lo ski ter l flt'r1Ll 21 Est kl Pier . b%" 3 't1��sirxel N'=l! s � ! EfiglLie@ Fill � Feet a i��'. }rrtas ai Skit scat tolls - iiitl telln� i�kC�T 1-n j'�eetnl- 1YrwntsirK irkc�sicn3 Kei►i a11[l liete.te[i tirl�x y�1 ,tcal ;Adilral Eisru Groiatnl► t i Tni' Cal llk F11E1 l � afral 'rtiC'�it7r�� :�arale 'l' pICA]. CROSS SECTION 'Mte features dem-:471lx, �tl%�►e a. acre for i* Iustra, xg�es oolys data .led desitpzreenu -- ytlations f" a �aet:ll.ic: 4mi Idim shmild lie m-Ae by a Iicalmi C YII ftj 1mr File hto. �t4,1t1 vest - �� introduction Site Location "pm d Description. 2 } Field Investigation 3: . Laboratory Testing Subsurface Conditions 4 Uque#a:�tior�' ' Gor►CiusiOr Site Grading Wtater, We'iie Foundaftn' . Siab-p-grade ' _ g Petaiting Walls General Construction r?equirements i d Limitations Appendix "A" 1 � Figure i - Location Mali12 Figure 2 - Site Plan Appendix "B" Figure 3 - Soil Classification 13 14 Figure 4 - Exploratory Boring Log 1 � Figure 5 Plasticity Index Chart b. i a `'Ii ._ r.,. — _..._ _. a.--... ...�_� .�. �.. mow.::,.. ...�w.r wr •r.rv. r.seg vvii. sit a7 MtVa7t .: vibratory conditions such as those induced by an earthquake. The soil tendency to compact Is accompanied by an increase In water pressure within the soil, which results In movement of water from the voids.The resulting inward #Iow of water, will often learn -- �+w.�s..�.�vr •ra t�4tNIM a,eVttaatatvxtt �ti7�ii:V A total of one boring were drilled z of '1 2-feet below ground surface. tential at the site i r� t ' of Bit Appendix . igur®. � - Sail Classificratian Fl urea _15Nploratory Bering Lads F, gure - Plasticity Index �i - METHoo GF SOIL C,GASSIFmT1024 MAJO1 t} .VI SYMBaL 'FICA' NAS TYME Pm GW d * a•tl •a frovrts Or gnval srJ�d era. littleer no tlfta# GRAVELS +„ Gp *#,a y +1�t#asd gSravMlo. er gravrlw►o"d mixtures. lLttto or rw �l�oR N ()for* t.haft 1/2 W GM D d ality gra�t.ls, q"v.i-SVW-*L" w1�rCa"s ooa-6 traction •, no-o 4 sieve atze} oG�` > caoy+y gs>lvots, yray.l-sondftadty raLXV%sas Sid ,' �;: 4+•ii glsdad acndo orqtc vol'ly •ands, 11Ctlo or (14f ;tines 4 n • �� ` poorly grsdad swda or gravelly it ands. little ae na tii+aa Sp . .'.'� rrr•eWs•ss .... (Roza► ;than if 2 of '` t SM ' flley larwtry sarr4wiLe t ' ctaarve 44crtion no. 4 ays si%&) . SC ...,: Clayey cards, •aad.-Clay tstutuM4 Cl 14.L Tnorq.nto .sits aMA very tlno .ands. Y+aaic Clear, silty or clayey p Liao Hands or aisy.y aLlta with 0119bt pla6ts0J-W N SILTS &' CLAYS CL �..,�.«. �..,.w... 2norvar►t4ti elayo oC lw iA eti.dLts piaaRtCltYeaYelly c1#yi, O.at+t �wt Clay.: I ♦�wEaemssic�r satsdy C,iayti, silty ..,...r tl2 t; y,r <,- fix+; f{{�` Organic riliGs ead Orga*ia a-Ll y days at l pla.tiiaitiy ,. H Inorganic silt.a. ►ieaeoo" as diata"Coow ji1Le a►s+ty Or, ailry allts sails, alaocte ° SILTS & CLJx YS LZosgahir clays of high pl"t.icity, tat Clays LL So �' O� _ or,antc Cloy• at sa+3lttr to Algb Plasticity, arranis .13Cy airy•. `. ��/ i O: Q&nlc Milts HIGHLY ORGANIC SOIL � ?� Past atut otrsor AiCaY aaWlc soilr _.__..r CLASSIFICATION CHART +M (Unified soil classi:icati.cn Systez) 60 - WAM4 SIZES F7 7 RAGE OF 1 CL�SSIFI- �, U.S. Standard Grain Si -a 50 --- CA.iON Sieve Sizr, " :� ?ti111aoters ).; 1 f, O'S BOULDERS Ahove 13 1lbdY� 34S' w X- `}� w COBBXXS 12" to 3" 305 to 76.2 3 r i c� 76.2 to 4.76► w U �H. GRAVELS 3" to No. 4 � =` .. Coarse � -I is CQ 3/410 9/410 to No. 4 76.3 Co 19.1 19.3 to 4.76 � �� � Fine ML O'L SD 10 3t) 30 40 iQ{} 90 10 .R Coarse Na 4 t4t Ni9, 3e4 M±A L to go. to 1.7e t0 0.4l4 4.7e to 2.00 LIQUIDL�"33zT Medium stair 10 as Ma. 40 No, 40 to No. 200 t.0a to COO 0.�20 to 0.014 Fine PLhSTICITY CHART ILT i CLAY bel" NQ. 200 !lelov 0.074 xQlQr9tcrty poring Lag �iob too. �,. bit@ct #, ..-.* . Test 2 c .�. 1�" c. Ow a r�rk Brown silY, CIOY Wet some, grauel 47 Lar,4f Sandy Gra le�3. Mari ka drlif :- _� 8rrlaeV -%piOrtltflt'yrit{C� 97"1 140' - PLAST.1C1TY CHART 60 :.. �� CE Sa I;T f41. �V M�IAb�c� 4MVY.. NIWr AA MV «► 30 Z Q T X j`...�. . AL 1.c �aaa a L,igt ld In $ - PLAST1C17Y DATA' 9S St1 IJntfI d Kay 4�ate U�pCh tlquid cIty .Solt Ci s Symbol .• fC;. ,emit 11,dox > f I f I C tlot Sa10npIa iii i d ff' 'k Y�t1_1!:', Iwt.''� -i' .-_ .-. . _--L11/-.r3 v. La..3 fir'. .x- a.,-�..+..rs .ma's£ .-I - a �a.� tt ! b �"+ ,f Lj&" r Lam.^ i MAHMOUQ SANATKANi P.C. „�. Conwlt Civil n"r w - P.�9. Sox 2585r,tTmr„r,. SMATOAA.:CA 9W70'058S CATMt 1► I(_ i� t1 Y DO d wr•e 00 Va 10-4 fp fro . G11.oy1*�� •- h a� AfA Of ,��. 4. '"�w, •� .;. .""►->�� •��'� `'' �`?� - �. ` +gyp ow L! - ).. f �....4 6.� MAHMOUD SAMAXKANI, P.. Consulting Clv!! Enginim P.O, fax 2586 cascxUer SARATOGA, CA 9SOIC0585 DATE ... 14 '��. ''� to'�" � 1 � ��'' � ;�„ gyp. �" � 'T c�SQ p '�° �1�b� �'}� � �� �► �'�`�'�-.� �0100 4, A 01 1 `4 I e_ ? � * cd tie K l =` ^ 't'.. �1 y ► Y 1'6,...'�"' `G . Cam .► M h� C Wit ► 0� Ca4l. G +S. t km it, IA iF 3 +y / �4 V0e j ��i) { atxvcv +#sauuaKM►as9rsamaossFalam:sscma msommomaFw+sr+ItresKat�ea��s+gfnserata sest �4;uaam+�asatx aa�1��P MEL FRAMS AT GJJWG2 yranztasm�amt+9azasaascasaaa�a¢aesal#iraasSRsaatre�aosrsv+etc:psatsa4art4rommmusessesaEsrmstmgEreamsswfm�asraeaesaae SUPPORT REACTIONS, JOINT BENDING MOMENT X I�iRSG'TIC?N ' kips r + rght 1 Y I�IiiECTIt)N NUMBER k f t + + lkwse fl-2.61904' -1.44502 0 - .181005. .295a2 4` M$MSER END MSMSL R J C?INT BBNDZN Mry MF AXIAL U ADy /!"r ".�'�' �ahNC�11 .- AJw% SI�$AR kips t+ �. ♦ + -{I{.4•+ Q r��- �18..33r A.4Qrr'i�4, 2,61:9� 4 -2,6 004- ..t .. �:8.3�3328 _�..445�� 3 tRl 22.267t3'�.. 3 " 3 tL) -22.2&'?QF 3.1950 -3.19502 3 . S81�i0S 4 (R) -.-- wi - rt JOITIT DISPLAC$1l NT3 _ JOINT: AC TATION X 'DIRECT lot; t+ G'.k�is} inches'-t+.,. �i Y T��mS,2i6�I0U -NUMB$iiC,.PI .. 2 19048-'30 I.445028-30 1.8233553-03 `: .28++ 6203 . 4.578��8j6yE-04 'I .S34201 O E ', .2527i 0:14 3 1 O.D9S-2U —�, " .7 -3.195{►19,1a-30 ' .__.,!&Jam`€siA- ice . ma_. � I �0 1 � wowaifflriis we$not a mow"=="a= a am a a a=at0lO *Ammanmuw*n it#E#Mh W*#w*(1R*v.Y*4iil wum wm a ao wfA+ ma STEEL IFRME AT $_M, X 1 - '- W,=i M—MRfffii16=Wlft M= M CSG=761= W W== ai7m aal lEi VA*rftli**WWfaa7RA>CfIR47Wti>RAaEI.Jal.xlil i�l�PS�a[wl rtlslias**: SUPPORT RLAMlows JOINT SFMING MOMENT XC DIRECTION Y DIRECTION NtFP'iBi3R k-ft + clkwSS) kips (+ i`glht) kips (+ up) 3' Q -3.103703 •4.133461 6 Q -1..098382 _458 M AR : >xOINT- . SENDING MOMI � AXIAL LOAD S�II t k..ft (+ c1kwoe) kips (+' rght),. kipo 0 cep) 0,,4r833461 1:301703 2 jR ..9.91533 4.833461: -1 079167 3 (R} -3.95171.1 .079167 .1.056778 3 ' 3 (14) 3.951715 2.143311. -1..079365 S ( f -CIF ! 1433 !..2 i14 .6791Y� 4 (L)' -4.323283 11.679166 1.1.413219 5. *R} -.1,392792 -3.f►79366 -3.343239 .5 5 (L) -9.885441 S . 433458 1.098382 6 (R)' 0 -5.433458 -1.090382 6 ) 11.24752 -4.4860849-0l M3.754293 (R}` 11 27-823 4.486084R 0� 3.754293, JOINT' PISMACBMEN S JOINT ROTATION X OIRSCrIow- Y DIRECTION R . rad, (¢ cl�80 3 n h I (* rghl } inches (+ up); 3 - (} 1..1017049-30 4.8334612-30 . 3 -�0yy4` .3�"y335+9g55 3 . '3<:. �9.11 ��++t'73y'Iy ♦:.?9 ':/i� V't. -� .40564€:9 y3080g724-03 3e t18402S.-O "Una M Xo ===&awn an mapaxlev; 4====ww an -as ===own on STEEL FRAMs 8XI 8 AT rymmhcs fry -nnnx 0 mimnam mono**** Wax - - - - - - - - - - - - - - - - - SUPPORT REACTIONS JOINT NUMBER- AUDIO P MOMENT- ­ f t clj.kwze)_�� X DIR ECTION kips (+ rght I Y DI"'m ON kips UP) -4 _x 04k4185 1. 240989 -1.1575 2.049989 --------------- MRNBHR MW ACTI - --- ------------- -MEMBER JQXN`T,-- BENDING MOMENT AXIAL LOAD SM SHEAR, k-ft- ki p's rght),, lops. _up), -2 (R) -0 -4-254911 -1.249989,- 1 1 2 49909 1, 04 2485 2 2 W 3 6.25491-1 _(R) 3 3- (L) 4,94S001': 2.049989 4 IR) 0, -2.049989' -1,1575 -- 3O INT DXSPLACE14=9 ------------------- Joiw NUMBER ROTATION- woo), X DIRSCTION iuc 4 Y DIRECTION nchee (+ up) 2 D 1.04248511,,-30 1243109- 5.7033729-0* 4 -.: 1236067 -9-35,1563,8-04,, 30' 2 -0499892-30 0 aEtx=t+rmrsywaa=�Olra R.wbt:IbtPR= �a1e�01l�PtriaF MAINMMOUID SANATKANti p.t, , r«a.Y�..,.1...1....�1..-.-�-�- cr cto "I 50 �..r. P.O. al ._.. _ - GEA SCHEDULE 20 ;; tat► ��. t a UP _ A wo. W° No. ' WAM loin t� a. 5 { - yw yandatory Measures Checklist. Residential MF-1 R NOTE: r owrise'residential buildings sutsiect to the Standards must contain these measures regardless of the cc,::pllanhce approach used. Items marked with an asterisk {•) may be superseded by more stringent t0 n1luarce racerr*ments fisted on the Certificate of Compliance, When this checmlist is incorporated into the permit dec.,:pants, the. features noted shall be considered by all panics as binding minimum: component performance specifi=icns for Ire mandatory measures virnecher they are s:Jown elsewhere in the documents or on this c:redclist only. QCStrAIPTiQN OESIGNc A I 'r"pNFOFCc}rtENT Building Envelope Measures :' .—,�»• M. T.. f §150(a): Minimum R•19coding tnsulation. §1;50(b): Loose fill insulation manulac vrer's laGeled R.Uue. * §I50(c): Minimum R•13 wail insulation in lamed wails (6c4s not apply to exterior mass walls). ` 1150(6), Minimum R 13 raised floor insulation in framed locn. minimum R-8 in rxncrete raised floors. §150(0: Slab edge insulation • water;itswpdcn rate ro greater tbel10.3%. water vapor transmission rate no gtea!er than; 2.0 pernundi. < § 118: Insulation specified or installed meets California -porgy Commission quality standards. --- Indicate type and form. J Products, Controls §116.17: Fenestration Prots, Exterior Docrs and lrii a:crvExidtration a. Doors and windows between conditioned and unccrc; ooned spaces designed to limit air leakage- b. Manufactured fenestra, at product have label with carnfled U-value, and infilvaticn cerdficattcn. c. Exterior doors and windows weathersaipped, si1 jcir. and penetrations caulked and sealed. § i 50(g): Vapar bdiriers mandatory in Cliitlate Zones 14'and 16 only, j §150(0: Special infiltradon barrier installed to comply with §151 meat$ Commission quality standards.' } "' §1 SO(*),: Installation of prepuces. Doccrativo- Gas Applivos and Gan; Logs 1:. Masonry and factory built fireplaces !lave: 0. Closeable meta! or glass door b. Outside air intake with dumper and antrol c. Flue damper and control . No continuous twrrdng gas plat allowod. Space Conditioning, Water Healinganti Plumbing System Measurers §1 ! 0 13: F{YnC equipment, water heaters, srowetheacs a A faucets penned by the Commission. § 150(): SetDac* thorriastat on ail applicab6 heat:rj s/s,ers. §1500): Pipe and Tank €nsulatiott 1. Indirect hot water tanks (e.g., unflred storage tanks G( : ackup solar hot water tanks) have insulation blanket (R.1 c or greater) ar combined intericriexteriru insulation (fi-16 of greater). Z First 5 feet of pipes c!omt to water heater tarot, rc;�•redmilabng systems, insulated (8.4 or greater). 1/0.'� € l 3. All buried or exposed piping insulated in redrM:".a:r sidons of hot water System. 4, Cooling system 'piping below 55OF insulated. 5 Piping insulated between heating source a 4 intake: ;.ct water iartk §150(m): Ducts and Fans 1. Ducts constructed, installed and sated to ccrply mz VMC Sections 1002 and 1054, ducts insulated to a minimum installed vale of R•4,2 cn oittts anclo : enetely.wrthin oondi oned space, 2, Exhaust fan systems have bzcltdta,'t or automatic .44=e1s � 3. Gravity ventilating systems serving conditioned specs► ,.avo either sut, mak to readily acoessibte,' manually operated dampers.. §114, Pool and Spa Heating Systems and Eyi.7.n:ent 1, System is cwtified with 78;4 thermal ef;,cenq, cn•c;f switch, wa rproof.cMating instructions, no olecttic resistance heating and no pitol tiht r j 2 System is installed with: a, At least 36" pipe between filter and heater for h:tao solar healing. b. Cover lot outdoor pocis or outdoor sue. 3 Pool system has d4ocsisuhai inlets and a Gnculattcri pump time switd1h. d 1 t 5: Gas -fired central furnace. pool heater, spa heater ct "cunsehold cooking appliance have no continuously boring pert fl9hl (Exception: Non -electrical cocidpg appfiarttrr,with pilot < t to SttNt'ir.) i Lighting Measures VW* 40lumewwatt or greater for garieral tioling in Idt:r,erts anti Morris with water Cose!a, and roomgd ceiling A tunes IC (insulation c,^vw) approved. ' ' CamptiWue Farms:*— pint System summary: Climate Zone ,� P-2R Frojr4� irrw!llwr..wfwae�r.wwe.4.w • e�•rMWr ■rrr ■I Dow 1`�°I BUILDING DATA Fenestmwn Conditioned Floor Area $4 -S ! Number of Stories North Area % Slab/Raised door East -- Check all appticaole Unit Type condition($): SoLah ( Single Family Detached (SFO) (] Addition Alone Went _d.-�.�. } Single Family Attached (SPA) I J Existing Building Skylight .� (} MuftE Farniiy (MF) (j Existing -Pius -Addition Totaf I, SCORECARD measures Paint Scores { tailing Insulation R..2 L or ..041 Xvaluo U.Vw ., Wahl Insulation. • 1'�+ or , .. U-valub u� Rlalsed Floor insulation C�am'� �,.�.. dr a 3 F;Imw o U•value 4. Slab Edge Insutatiort N }fir or -- 50 Infiltration Any flints in Unconditioned Space? N, 6. Fenestratlon Heat Loss c� is , t Z TYOU•valuR Total —elan "" 1-6 7. Fenestration Heat twain % Fenestravon SCshada open EH. % Fenes., Shade Eff. Ratio North East x South �.�,.. x.. .... West ...� x�r Skylight .-- 1c OverhangO (Y / N ) S. Interior Thermal Mass % S. Exterior Wall Mass_ a _xt wag Maas �� 7- ` 10. Hoaling.System. '� ? x --- �-- or HSPF Adjuat"nt 11. cooling system i3usal it ear ct+ >; owiw.SEE : Z*nal sot :tenant 12. Water Beating System 13._. .., t-- d,' Wester xpa acat►rr xt, ins, vacua AuxihtWy lnptit System r Heuer p nit xt, lulus Auxili" input Point Trz M cwsn snc• Paint Goal. swu x —� MALL 1. 0 A F COOLING LOAD HEATING LOAD ldMditlOMA as we 1►R« tfV/Lfl. LM WOLF OF mv PcR= lONOIfitNAa fit+ wprp vC► of OvtiFet M! ttf►pt 04TS �xsrot Wt►t+Ot 25 A t! II xi ! ! ! i!! MIMI slort.t Not ..• tlHf t*tMC{ t[►I elf ', FACTOR OTWINdvll ITtft �►% tAfEfd11 YAIY t�tY A�i T >tiv: N4vn MAR AND C•R GAIN—IM-ASS i « TRAN$1NI$$ION LOS! ►AS$ t..IT. k' • K► .►affttf ./f.! ' t Batt x i►t Kli! fM YC.IT. s � k., • �'..".±.""." •►Att �o. rr. ! a halt . Ktt �tKt ten =--�• 2 at+j.Ir. k . 'Lc t� OPT.tr" � SCLAA AND TRAIV$.D44.WALLS AND RROCi* ; � I + ' �• }�'�rL•'+•�•+ WALL ' ' rwok Oil sit. Gar, rt.it b ; r►,ltmaff kf.:7r-/ tcv'r.i'�j� /TF.xr.. M . . fIr`Itklr.w, '...... ra►y 10. lac► sr.►t.' i F al .... Oath. Ml TORoof of +OTFeER TRANS, ' trr GAINS f " NCT N[ATINS LOSS IN OTUINA. ►teori so. rr..t k � CtKbN 10MIC it Att ti. fT. !` Or I," INTERNAL HCAT ' GAIN � ' eeea/aret , W&TV wOteRt aY ! t00 k 3,4 •�� 2 j SU-115L€ MCAT SUIT-40TAL TOTAL IMTERNAL SlZS 31SLI NEAT GAIN Tfltty ruO, dWiitf►T N e.n WKIfI : fOTA1 Q►M. ,� _ OCCUZwt7 ri. ! fltvrG t►.Lr ► r � LATIrNT YsEAr arue.tmTAL_et TOOL elITERNAL IiATCMT MCAT UAN rk-•-�..Iy....... � � � � �('% � � i � �` GAty>CIT LOYAL NUT GAIN SEN$ftt MAT [ACTOR �/4-L R1_#J Tii - a _ ..r.A... 'ow . OT its AT JAILI�Ii ift . E YOt'ty #rIr •rs�rrt.r " .., A#/#ranee Nama: �,�i2Xa�i 8 . Aeeat�s)y Ty�M: lZiaar ww) Wall ! Pramtnq fnleeerfal „� { fnm�n stir -L x a:,y p(f l oft) ". Yak!o.G ) 5 t2% R4" c a), .... 7%(24`4d) Well Weight / ah - • • t�A 4.G) 9k*M of C orm on AODWYCIty (PaCh oyfM Litt Rf Ectattor fu Aloe w01M valve i 2jZL4-dt6CCf1 3 fiLt1diCII220g tteftf '' $ .1n evt�hurn or daater jam± 1 if.'.l�,Q �.FtSt 1ffiMMW arc fens heat VOWA ll Toth) tlnadjuatad R- )uaa 14.jjj �umtoa.f�tut>MMSs'^�u: �c pt X f Lill} )1 • 'f {21�ti�t X i 1S/ !S I i +� . Q.134. tlgd 1•(M,1�+sotiy ilRt Ft10 iG0 TElal U-valif 4 ■ To/s�lff.ystve ftelerehf;tt Name: l'1+ 7 .2X4.2q WHOCk Oft wa . f Ftanvnq tAataetaF � � Promfn9 slic -2— X 3 Fraffxhp 98e1ef): —2A - ` a.- A fWAIng PmpftilWy,' Wart i (many 1 12%(2.91aa) Well Weight th. N A 441(ifj' 4.k` 1 Sk~ of C:orwWwwn Aastr " (PAm"" only} ust et Canxruetlan Cam � Vafut $rtent)r air Dint.wmtrr yaks "„>{aej PraifN{�it) 1 0 8T� in eiucco ry■-� 2 9uddinn pfiar (feet) Q 3 �i� tibttnirsa in�rutafra+ 4 2X4 in tY. }camels tntaffor a» Oft 11110 *OVA" Tatal u adi"tlyd �1-Vai4oa tUi.,11. ) X fL•..t fJi )1 tt114tt>r!) X (1� LSi)i Juw � C 1+tFMN¢iCdj :1� Irswiito TO VxValwo 4Wjas�lyt RaIde 11ial ii anuji$ t A �3Aforsnce Name: UZ a. d MnDr Afa.enWY?}rtr•- Wwo t f.f*Mee4Moo" -.WOW. 5 e 17 From" sue: 3. X -L g Prameq spacing * wat�., t9tif16'Dx} Etelerlregpargfei #' 12% C;4* D.C.) f k ►) ,� ., 1f7%11 r me.) f1DOrM Mtki t _.. aas f+S• a.c! +Mail wriom r at .� + t3futch ot;.Dr�trua.x+ �aaen'af+t t►'a Dn1y} ; R.y.i,He �cay"MC) Frsma[�! t, F�a�nrx fir Alert v.ew �rt,ivaLIMC..s �uatiticam tstrot -Lax 5Q inLP1V• +5+LM •G A ttir�as��nfiu�litEtG ;^.AU fikn Eras[ Aaw 40 ItMetswr met Total tlhadjue►tad R•YaEuefs 2.3 lILt 123.j X {lc.. �i ' �L14I. 51X {Pz14 r� 'Teta lip Yakuee tl + 1 1+1d4t)Gy; t�T eA Total (f-Y;luS Reterertt:t i+iamo:$ ` Afiamwy troa:: ......,_ r waa (DtarCk aft)"T: � a � � r►amleq �r►t+rt.l � .,.�... rtsn*v Site, x t� Fr W&V spacom: -0 FMM"Vol r fga: Kdrit ,s tsit(zs'gCi t% faW 0,0) � t'+agrtc�eeEtnge.....� tale fts ax ` I f48' D.D. Wall v *ioht t at _Nh. Sko" of �raeaai3Rra1 Aa►arnDtt {PadcmgmE sN+117 t_l�t of nrtnrete�Com;ae�nene. • � ••, ,..�..,.--------=�!$1b#^"".....—.. Cavery{i4d frart�a;1�1 nlxr Yf�1f l�e�. a = rnlwz VN nQ 21iidd.�YYJJ11.. 12 S21000 2 Budging ;am D.47Q cis uric 12�'a" td 5 ZI6 ANb= T .mod teeisttor +v temat 1!a a uR W, Total Uhad ws%ltd fl•Yaluaf "too .. s +► awr a To " .: i. +` ��b�.yF��r {,, +jirn.�+erwwne�r��.+3��r - {�. 4 t it�±� {f i. t ti . uluat'y r i 'LJ i v R=lerenc� Na/rte: ,f �i?�,Ze.ta` AeeantMy type: rl� (1a oma wag i Z 3 a %ft" Wg7ectal .. i t t Flail no Su.. ..Z x ..! Fftftm, too", .14. ' a r. F.srrKt+# Per+aattap�l: wtat .... t Or 014) P4WCAing...;,. 10%O a.a.) WegWaighttgh AU Ska cn oC C4ftM'=4 A"W4?h` R`vatue r+Muci.ii► w sbv.+nit�rr 1e+mQOtlan'i� uu , C.avey(R�) FWWPt) Exteaiw as AIM WfAW a a)uo t F„,N��,Yrva R•Y3�Le /fl Yinleci C1at1fISGaCe �g `3..� 2 Eli trMlUa intltt12JUM dr�atttx au fam haal Aaw d"n Total Unaefjuatad R=Ya)ul♦29.249 �'ramie,)p,•,Aeii�Wm`et C�Cul�ron: Hi /Za% 1 (L..10!tS�a3 t`+i»cG i x t 21; ', t/At PY WtCO Total U.Voiu# F . 140161 U .aW Total RwValua Adfarence Names ;19.2 8.56 Aostmay Type: ! Fk:ar danws one) -.r- WC+�Aavt 2 S Framing #44te►►ttl . Y1' 1 Foam" Mae, FramOg spwinq: ' _ A--' ` 04 ` f+afronq'RacaanFa9*: VW! ,,,� i91b (1!4' o.a.} ' .w 9V4 (4w a.c) Ftgv�Geinr� 10% (t6' a.a.) 7%(24' ©.C) 4% (4ir o.a.) we# wolght / at: _bL& e BtvlcAi a! Gotfnruagrt �a�.eeky (Pao�rQM on►t') , A-�lalue List d 'an ttuctico 2=ee010 Eiao,nw as Alm vwnte►v"a Lin " am t lug fibefda" InsuletcnA 2 I.&M he Mmtnc t tT'l5 Q" 0 " 4 L im4i had gowrdo" ; i+ Total Unadjusted A•vatuos JIM Fn,�rtcl,A��s+�,,,�*e,t Cg�sc+n. (W x (I. 121100)j � Will. 1LIAI x (z> )i 11pic s,w� 10tnom vttt wwta0 Tetat AA-vatoo tMtxa . i 1/t'4wu—VALW Total 11400Ae H-32 ,January d, tM Itessdtrntlul jit:llttO! I - 'i'� a°.E..�- I