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MING YANG YEH �. ASSOCIATES, INC. STRUCTI..IRAL ENGINEERS 1 'I Q1 West Valley Blvd.,SuiCa 203 � Alhambra,Califarnia 91 803 21 3-261 -7538 B'I B-2AJ-661 B � �''�s T�,"��:h-c.,,.� /a ✓ �� .� �� G a�_ ��)��_._�-) �,,�_���-� �1�.� y �71��1 . Q I v� ���y�� � I �� ,�� � ��1 �� '7� -._ ( `� � 'a � �--'I �- I� ( , � � I ' �������� . .� , � Y �� �� U � � �-� r� ll3 �, w�� � � ' �Ix�ti 6 3� � � � � � � �it;�0' � � 6 . i ( �A �� j'� r� � l. s.� 4��1'r�"1 ��� ,, _f._� r_ �,` � .__ __ - _ 1 n Z '��' I j� 6 : --_-___. --- - - - d= �,� ��� s, b � � �� _ � � n ✓ �6_.�.�y � � �) �.I�' ) r � �r, "'� •� � � ..�� f�1" �7 �"t.l-�' ,� �+ ��� a �, � • G,-� � � • r t '� ' � ���'� �� �� �•�� � ��� ��� �� � �1��� s V� � ; __ ��� -_ f8o-�'?--1�� ��:�7 h1ING YANG YEH � 1��4�� � P.1 M11�1� YA[VC3 YChi �` A��OGIAT��, 11'til�. 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ST'RUCTUFIAL EIV�",INEEF�S • 1 1 O.1 Wert V�IIQY 61vd..��,�ta�a� Alh�mb��.Celifqrnia 99 E7Q� 21 3-26'i -7�3A B 1 8-28�-�61 � . � �. � i � � � �' � .....� �., _ �� �^ ♦� � � � � j � �-- . �� __._.. � 4 , � , ,�. � e5,`. � ,� ,,�+ �K � _ ' � I � �,p t� (p ( / �r./' Y �T'x 1� �, �v ,I + ����--�t j r*� • �:: :. �. . � J'� �"� i"� � - i - i - �'R � �R ��J. ' Y-� �.� � � � �� i i_�a -- '� *J � � ���' � �,J I , '" x v � �, I � . �,+ , �, �_ ��,.,�,. .�►.. � y�. ,�..�..��_.. . � �d� t�a • r rr�.: � s� ��..1 � � �1 t`P �.'� �� �p �� � � . , ---,�--�. , .�.��. -�._.�� � a.�. , ��, ' 1,� .' �� �� ;��' �/ � � 1�" + - _ / ,� �� �� c pa�►.� u� � G K/ � � �� r s� . � f x , f �! ��� � �� ..._ .� .. _ .. t.�,.... ....... � � '�3�—�'�—�7 1[��58 MING YANG_ Y'EH �s HSCr� � � j �, l MING Y�fVG Y�H �, A�SpCI,ATE�, IfVC, � -_—. _ ' STR�ICT�IRA�. ENGIN�EFt� � '�O'9 WseG Vel�ey Blvd.,Suite �p� A1►1!ln�fbre,Califarni$ �9�,ip� " . � �,�-� �� �, �-��;� -���e e� �-���-��� � ��'Q°.� .� �w � ���� �° � v�ll�� C'_ Z+x � �� lb��a � ; . _ � tJivr� w���r�-f ��'���e�' � F�E�M l��v�T ����� . ��A ��r��' . . �- _ (���a ' ��°��� = � ��� �Z�'��f* �I���� � , �������,�� ��I�t����Z«/i � .�.1..�...._ a � I�iM� .-�;��I i #'�'��'� � ��i � , ��1� �_p � x � � r II �� � I� ��� � � � x �,,� � � �l� 3� , ��� -- . ,_. .. . , _ ._._ ... ��� � ��`���� �� ��� �x� � � 6�1 p��, -�� � 7� � ,/.� �.��, � 5�: _ � �� � � r��'t� � �I�� X i� 14�c� ---= 9�� � !3 x ��� � ,r � --- 7 -� �y5 �� r 7��x ��� � , � ��,.. �1 oa �01� 7r0 � �� � l � � • �7 ' � ��� °�� /��E�'� � �//1C/,�' �,�",�/��" =� 6�q �`� �'� � �«�� �'�� �f� z x� � �� '�� �, � �V��(�.�C�'7 `'r�,f_1,(�'�.��_-, 'T" F-_N'�I ��:� ���..)i-.1�)i�E�.U+�1 E��. ����;. " ._;-I�F�7 l..!l":'-�L..:f-d A I._ C-.(J f=�I C�1 F��F�i:� 1 1 C::1 INr�::.r, \��-,lial Givel. c�.nz:ra�''O�l /�II�zqrr�[�i'r�, f�nhft-�rr;i�.q ..J9 �,�C�;7 _ F,..� ;�i•,:_-�i_�"1 ':'r::,:3�1 t=l'1 i;�l-�:�F 3��-�i{�`I f�:l - •, �,_.. t ,1�.'j r�., r � �. �f �, � �.� . - ,' f f- �1E il ,ir'(�,'✓ `. . c r.� �. .����.._.__,d.... . ..,,,...,....:�-_.._._.._..—.....___.__._..,.�„ ......._........._._.....,._.._._�._, -.._-------...�_...,..,..�......�.�.�.,-.....Y--•....._��...M..,..�.,w.,_...._„...._._.�`�_..._,.......__.__....._.a._...._..-- I j� ��; (�.� f�,. �,.. �� � �� �_:�. Uf �'� ( �`���'� _ f� - � -...._:.__ 1 --� ` __._. ........_.._.., � r T I � ``\ � � � � � �' � �� �� �-; , �.'' �� I � �'', ,, ' \ i' ' �\ I - ' \ yi���'f� ' � _'_—_ '�+ k,-i(,Ai��, - ' "�-' \ � I�i � .....,__� � � \ r:� --.....--- -- . ... __ _ .t _ . -_ry__� -- -�--- -�--_ _._... _.__. .. .. - • � I _. .... .. . _ ��� � G� 4�, �!_ �. 4- �� ry�r r � � � � r� f� I �"'-"I _-� .� �� , .r` �, . / �m � �. . ` ;� �j /�L � �y `. /z .7 V-.(� � ' �,.-� �.� .= i .� k' �>��� �... � � .� a, a � �:.' .-' ���- �� - �{~ f� _ �'y�;r �w— J �r 4 \ �� _ ��('Y'� �� / ^�-- , .. �.. � �' r`.� ��. ( t�� l/ . ��� Wy- 1,f �, � .. I , � �1� " ,�i ` `r-l� Grf �l- � - p ��- - � 1 SS • f,� 1 41 „J �� S'� /C-. .��� ' 'I • / j / �. �,. �.-•, {'�.' �_ �,f r�L t-- ` �� —�—�~ �-7 Y" f ,. � `�` .z'"' � i :� / �,_ � � `� C.- � r �'�.r` r % �`� �— :�._ °� � � z _ � �N� -�� ' SAN DIEGO AC�USTICS, nc. �. -"" geport No. 88-OD3 1/6/$8 ACOUSTICAL ANALYSIS Comfort Inn Win heaterCRoad rnia I�15 & gor plan File No. - N/A ��p INTRODIICTION sis is submitted in accardance ��t�rior This acoustical the y�ounty of Riverside regardinq .. requirements of ro ect. and interior noise at � p � including detached single The County requlres that dwellings� or gr�ater, residences, located witsound Lev�� (L � �no�se con our family A Day-Night Average ��(A) - of 60 dB( ) of no more than 45 must have an interior Ldn ��i�i�g �ssemblies the partY walls and floor� of no less than Additianally, have an Impact must have a Sound Transmis51°s �must also 50. The party floor/ceiling Insulation C1ass (IZC) of no less than 50. Z.0 $ZTE LOCATION The project i5 lacated at I-�� & Winchester Raad. 3.0 NOISE ENVIRONMENT on �_15, The FHWA noise results �rom traffic based on CALTRANS The primary was used (Table 1) The maximum Tra��i�/n°�Se Model this area. �n is reduced in the analysis of inter�nd furnished traffic of 40,000 ADT ln 1eve1 of 71 CNEL/ the buildin4 noiSe�� as�� the winda�we S�e�p of the Ziighway. only see a 90 deq 4.p CONSTRUCTION DETAILS 1/2 inch gYP�u�°' RQog - Shaketile over p�Y� R~��� 4Ala CARMELO STRE@T • SAN DIEGO, CALIFORNIA 92��� • (6�9) 225-1b91 Report No. 88-003 Page 2 � Exterior Walls - Exterior stucco, 2x4 studs,R-1�., 1/2 `" inch gypsum. " Glazing - Minimum per Code. Exteriar poors - 1 3/4 inch solid core. Party Walls - Not specified. Party Flvor/Ceilings - Nat specified. S.0 NOISE REDIICTION CALCIILATIONS The interior noise levels are a function af the sound transmission loss values and the surface area af each element. The saund transmission loss values were obtained from measurements made by San Diego Acoustics, Inc. , or from current literature. The surface areas were read from the architectural drawings. The calculations were made using the � formulae and data shown in Appendix A to this report. Using in turn the six conditions shown in Table ],, a computer program calculates the interior noise levels and stops whEn a condition will result in a value of 45 dS(A) , or less. When windows and doors must remain closed in order to achieve the desired interior noise level, some sort of inechanical ventilation must be provided. This ventilation system must meet the appropriate applicable codes for the number of air changes and the percentages of fresh air provided. 6.0 RESULTS AND CONCLIISIONB Table 1 shows the results of the acoustical analysis. The party walls will have an STC of not known. The party floor/ceilings will have an STC �f not known and an IIC �f not known. 7.0 RECOMM$NDED CHANC3E8 Mechanical ventilation will be required in all rooms. The party walls and party floor/ceilings must pravide STC and I�C values of at least 50. No ather changes are required. 4414 CARMELO 5T. * SAN DIEGO, CA. 42107 * (619) 225-1691 Report No. 88-003 Page 3 .� _� - '� C - � C�..y7�-��� Edwin C�Kamp� Acaustician For San Diego Acoustics, Inc. 4414 CARMELO ST. * SAN DIEGO, CA. 92707 * (619) 225-1691 San Diego Acoustics, Inc. Report No. 88-003 TABLE 1 - Noise Levels Resultinc� From Autvmative Traffic Per FHWA Traffic Model RD-77-108. INPUT DATA Road:I-15 at Winchester Road ADT: 40000 � AUT�S: 94 � Medium Trucks: 4 � Heavy Trucks: 2 Distance (Feet) observer to geometric center of traffic: 300 MPH: 65 Viewing angle (Degrees) Left and Right:-90 90 OUTPUT OF MODEL - HARD GROUND (ALPHA = 0) Observer to source distance (Feet) : 300 CNEL/Ldn: 71 Center of road Noise level - CNEL/Ldn to observer - Ft Auto Med Trk Hvy Trk Total 300 68 6� 65 71 0 77 74 74 80 119 72 69 69 75 3'7'7 67 64 64 70 1194 62 59 59 65 3775 57 54 54 60 11943 52 49 49 55 DUTPUT OF MODEL - SOFT GROUND (ALPHA = .5) Observer ta source distance (Feet) : 300 CNEL/Ldn: 66 Center of road Noise level -- CNEL/Ldn to observer - Ft Auto Med Trk Hvy Trk Total 300 53 60 60 66 p 77 74 74 80 75 72 59 69 75 162 67 64 64 70 349 62 59 59 65 753 57 54 54 60 1623 52 49 49 55 A distance of 0 feet means less than 4o feet from center a� road. � � � ?t 5�n Diego Acoustics, Inc. Report No. �R-�0� _ (619) 225-1691 Appendix AA1 � SOUND TRANSMISSION LOSS CALCULATIQNS Symbols T.L. - Sound Transmission Loss (dB) �r = Transmission Coefficient L� - Exterior Noise Level (d6 re 2Qu Pa) LI = Interior Noise Level (dB re 20u Pa) S = Area af 7ransmitting 5urfaces such as Walls, Doors, Windows, etc. (ftZ) a = Absorption Coefficient of 5urface5 - A - 7ota1 Absorption in the Receiving Room (Sabins) t = Reverberation Decay Time (sec.) fi0 V = 1lolume of Receiving Room (ft3) Formulae 0.049V A - t 5abins -- 1 60 T.L. = Lp - LI + 10 10910 �B 2 T.L. - 10 loglo T d6 -- 3 The composite,sound transmission loss of a structure is 10 times the logarithm to the base 10 of the reciprocal of the average sound trans- mission cvefficient which in turn is the sum of the products of the area and transmission coefficient of each element divided by the sum of the areas. This calculation is made in oc�ave band intervals from 125 to 4000 Hz. NOTE: Some authorities, including most agencie5 in San Diego Caunty, consider A to be numerically equal to the flaor area in ft�. t '-�� . ,..� , 4 � � � r��nni-rEo soi�� INVESTIf3ATIC]N � tactio�n Pat�t�a1 zr►�ex's�cti,om r-�5 & Win�k�este.r Job ].793 At�gttist 21., 1986 R�v�se�o � zs, �q8� �p�ESS/0N W��O�������� � �� 9=�� � � m a"'c Na 2.5l1d � * CIViC �! �9jE O C�OF'� � � � � � � � � � � � � � � � � � � � � � � � Stru�tural �d Civil Engineering ; 4441 Voltaire Strect — San Die�o --- (619) 223-1�01 i . � � �. , , Jab #1793 �, :f , . , � . { _� * - � EVALUATTON OF LIQU�FACTTON POTENTIAL FOR PARCELS AT INTERSECTION OF I-15 .AND W�NCHES'rER CONTENTS 1. 0 FACTORS TNFLUENCING LIQUEFACTIQN POTENTIAL 2,0 CONDITIODIS AT SZTE 3. 0 RESULTS AND CONCLUSTONS ATTACTiI�'IErtT 1 - FZG. 9 ( SEED & IDRISS) REFERENCES ATTACHMENT 2 - GEOLQGIC REI'�RT BY DENNI5 MTDDLETON, DATED AUGUST 18 , 1986 ATTACHMENT 3 - PARCEL MAP ATTACHMENT 4 - BQRING LOG ATTACHMENT 5 - A�DEPIDUM SEISMK REPQRT, DATED MARCH 1.0 , 1987 e 1 f � � i r , a � 1. 0 FACT�RS TNFLUENCING LIQUEFA'CTION POTENTIAL 1. 1 SOIL TYPE . Cohesa.onl�ss soils (sands) are most easily characterized by grain size distribu�ion. _ Uniformly graded soils are mor� susceptible �o liquefaction than well graded ones. Within this classification, fine sancls �end ta liguefy mar� easily than do coarse sands, sil�s, ar clay. 1. 2 RELATIVE DENSITY OR VOID RATIO Susceptibility af a given soil �.o liquefaction will be de�.erminc�d to a high degree by its void zatia ar relative d�nsity. Looser soils of lower r�lative d�nsity are more xikely to � liquify than denser soils. ].. 3 INZT�AL CONFINTNG PRESSURE Th� s�x�ss required �.o ini�iate lique�actian under cycl.ic load conditions increases with increasing initiial canfining pressur�s. _� 1, 4 INTENSTTY OF EARTHQUAKE The magnitude of stresses in th� soil, and . hence �he vulnerability to liquefaction are dir�ctly xelated to the intensi.ty of ground shaking. I�. has been recarded that many earthquakes belaw a certain magni�ude praduced . � ; � , . no li.qu�factian in the same area where ' lax-ger magnitude �nes caus�d signxficant liquefaction. 1. 5 DURATTON OF EARTHQUAKE � Studies and fie].d data have indica�ed that the duration of the shaking, and hence the number of str�ss cycles, is an impor�.ant �actor in the potentxal for liquetacti�n. .r 2 . 0 CONUIT�ONS AT SITE The cond�ti.ons at the site axe best described as clayey sands and silty sands varying in densi�.y �rom l�ose �o medium dense. The pr�sence af clay/si1t, with its � inherent cohesion, �nhances the sail' s abil�.ty to resis� liquefaction. The location o� the water table at the site was found to be about 25 fee� below the suzface, a factor which also contzibutes significantl.y �o the reduction of the probability af liquefaction. As noted by Seed and Idri.ss (1971) , the d�eper the water table is located, the deeper the critical depth for liquefaction and the greater �he canfining pressure, which increases the resistance ta liquefac�ion. � , � � ' _.r Tha relative densities of the sail bas�d on values af N = 1.2 and 15 Blaws/Foo� (140 lb. hamm�r, 3p" drop, ° driving 2" O.D. spoon) are expected to be appraximate�y 4q$ ana 5Q� as sugges.ted by Lambe and Whitman (1969) . The maximum credible anticipated ground acc�leration � at the site produced by a 6. 7 Rich��r Magnitude event al.anq the Elsinore Fault is Q.12 g. Bas�d on Seed & �driss (197�) , this magni�ude ev�nt is associated with less than 10 significant stress cycles (Nc) . 3. 0 RESULTS AND CONCLUSIONS 3. 1 METHOD The method developed by Seed & Idri.ss (1971) was used ta �valuate the noten�ial far sail liqu�faction at tha.s site. This meth�d is generally accep�ed as being int�icative at a svil likelihood of ].iquefying under certain conditions. 3. 2 RESULTS ' Based Qn Fig. 9 of Seed & Idx'iss (1971) (see Attachment I) , by pl,otting �he maximum ground acceleratian of .12 g and �he relative densi��ies o� 40� and 5p� , it can be seen that th�se pnin�s fall wel], belaw �he curve marked to indicate depth . � �' , � , of watex �able equal to 15 fee�. There�ore, liquefaction is nat 1ikeXy to occu� at this sit�. 3. 3 CONCLUSIONS Havinq evaluated the potential for sail liquefaction at thi5 si�e based on accep�ed methads and tinding this to be unlik�ly, it is conclud�d that the proposed development is feasible and �hat no extraordinary mitigation measur�s be under�aken with respect to lique�action. r I �' ;� , • JOB NO. COHISTRUCT101d EPiGINEER1aG l . �., /1M Mw�I�. ��0.�� W ����_ �'r �.'�� r a. �,•s• �� ae � O./2g � --- M.,,.r.�� � a� I � � I e o eo +o w •o ioo • �,.. ow+y-r..e«u TI4, !,—EVALUATLDN Of 1..1ZUiFAC'T�C1N POTt2tTLU,�'p!�FII�iY Ml«l� 6TR��9 CYC�.R9 ` ATTACHMENT I �` • �' � a REF�ItENCES S��d� H.S. � Srid I.M. Idriss, (1971) � "Simpl:Lfied P�ocedure �or Evaluating Sai.1s Ligu�faation Potential", Journal . , o� the 5oi1 Mechanicg and Foundations Division, Am. Soc. Givil Eng. , Vol. 97, ' No. SM5 Proc. Paper 8371, pp 1247w1273. ; , _-� �_ __ � c:/i �c;���`�j �4a ( d . �' . , . � �c����� ����Ilc��a� geotechnlc�l consulth�g � englneering geolagy RG 3387 CEG 980 Construction �ngineering 4441 Voltaixe Street Aug. �6 � x�86 San Diega , CA. Attention: Mr. Roli Sannmann Subject : Seismic Information � _ Wildomar Faul�, - Temecula, CA. Gentlemen : Encl.ased please find pertxnant seismic data relating �o the vicinity of your study site . 7 understand that the data is needed for predict�ons af liquefaction potential on the px'apex-ty . As you know, such predictions are also based upan: other informatian w�th which I am unaware , such as building type , soil canditions and grnundwater depths . Hawever, I have enclased a pertinant �15GU5510T1 o� geologic-seismic conditions in the area as well as regional and ].ocal maps which shou�.d aid your presentation. Tt should be noted that a detailed study of site seismicity would extend beyond the scope af this effort, and hape�ully will na� be required. A_���etailed study such as those con- ducted ror "critical facilities" would xeauire the gen- eration a£ additional data including the natural period of the proposed lauilding , the amplitude and shear wave velaci.ty of the an�icipated graund motion, and details of the undexlyi.ng bedrock surface . Hopefully the �nclased data and information are use�ul. P1�ease call i� you have any questions . Re ectfully submitted, Encl: Plate ]., Vicinity Map Dennis Middleton Plate Z , Fault Map . P1ate 3, Regional Seismic Map 213•823'7883 b19•7�49•3987 . ��7-�-c.,��t�Nr Z . � i � y � � .: � � . ti � Y DQ���� ��dd Il ° �o� � geofechnical consul�ing 0 engineering geology RG 3387 CEG 980 _.� FAULTTNG Regional As shown on the enclased Vicinity Map, Plate 1, the sub- i ject property is situated wi.thin the Exsinore �ault zone . This is a majox geologic feature xn southern Cali£ornia which consists of a series af para11e1 , di.sconti.nuous , faults within an 8 miJ.e wide belt extending southward fxom Carona to beyond the Mexican border. Physiagraphic features along the £aul� have resulted from previaus episodes of activa.ty alang ind�vxdual segments . Prominant features include elevated mountainous terrain such as Palomar Mountain as well as down�aulted basins marked by "sag pondS" including 1..akes Elsinore and Henshaw. Local _ As shown on the Fault Map , enclos�d as Plate 2 , the suh- ject praperty is situated within a broad canyon axea at the con�luence of Murrieta and Santa Gertrudis Creeks . Loca1 alluva.al deposits lack physiographic expression associated with active faulting, However, a pxominan� �13• 823•7883 619•749•3967 ` � . '' page 2 Wildomax Fault groundwater barxier� is coinciden� with �xtended mapped ex- � posures o� the Wildomar fault segment ot the E1sin�re fault. plder rock uni�s are displaced a�ong surface exposures to the north and sou�h of the study property. The lo- cation of the �nferxed �au1t relative to the site is shown af P1ate 2 . Age of Faulting The �lsinore fault zane is thought to be curren�ly active. Regionally, the fault x`epresen�s a yau�hful structural baun- dry which separates the Perxis Block a].ang the eastern side from the Santa Ana Mountains along the west. The resulting E].sinore txough , whicli is occupied by Murietta Creek and the study site , inc].udes faulted alluvial sedimen�s of late Pleistocene and Halocene age , To �he northwest, near the tawn of Wildomar, sag ponds , faceted spurs and latexally de- flected stream channels clearly mark recent breaks of the Wildamar fault. Along this segment, an unnamed Pleistocene sandstone-conglomerate is off-set more than 5 Km right later- ally.2 5eismicity _-� 5ei.smically , the Elsa.noxe faul.t is relatively inactive , especially when compared with other faults of the San �, � �, page 3 Wildomar Fault r Andreas system3 . Additionally, significan� events along the ` fault are characterized by smaller Richter magnitude earth- . quakes than �hose generated along faults to� the east. A Regional Seismic Map whrch depicts recoi-ded activity along sauthern Cali�arnia faults is enclosed as P].ate 3. As 5hown, only one significant earthquake has occurred alang the fault in the last seven decadeS . This was an �stima�ed M G event which occurred in 1910 over 20 miles northwest of the study site. The indicated seismic history oi the Elsinare fault is best characterized by continuous episades of 1ow 1eve1 sho�ks . Appxoximately 60 earthquakes (MZ-M4) have been recarded along the Elsinare fault zane between Lake � Elsinore and the southexn Riverside County ].ine within a 40 year pexa.ad from 1932 to 1972 .4 0£ these events , ten were M3 . 5 or grea�er and only 5 were M4 or sl�ightly gxeater. The seismic environment at the subject property is expec�ed to Ue consistent with this recorded seism�.c history. Liquefaction Soil liquefaction is the sudden transfnrmation of a sediment from a normal solid state to a li.quid condition. This may occur in saturated sails during strong shak�ng induced by an earthquake . Ground failure by liauefaction and associa�ed stru�tural damages to buildings has resulted in sensitive areas during earthquakes thraughout the waxld. , � page q Wildomar Fau�t ; « � � Th� potential �or liquefaction is normally estimated based - � upan the maximum horizontal gr�und accelleration, th� dur- . ation of shaking, trxe depth to grou�idwater, and the under- lying saxl conditions .5 The most likely soils tn liQue�y during an ear�hquake include we11 sorted (�lay free) granular soils which axe poorly consolidated and saturated. Hawever, pxecise estimates of liquefaction potential are difficult. The ground x�spanse to earthquake activity is complicated by the �act that unconsolidated alluvial 50115 behave non linearly. The shear modulus and damping chax- acreristics of soils are strain dependent.e Sandy saxls mare o�ten attenuate rather than ampli�y surface graund motions relative ta rock mations below. Response spectra test data have shown that high frequency, shorter period componen�s are damped out rapidly by thick 501�5. This tends to reduce the ��vel of peak ground acceleration when the peak ra�k acceleration exceeds O . x g.T At t)�e study site , a thick section of alluvial soils axe ex- pected to signifigantly dampen seismic energy transmitted in the undexlying b�drock. Based upon seismic regianalizatian rnaps proposed �or the Unifaxm Building CodeBi an effective peak ground acceleration of 0 . �4g is assigned to bedrock units alang Californias ' San Andreas fault system. Hawever, seismic recoxds suggest that earthquakes genexated along the Elsinox� �ault are l�ss frequent and tend to be less intense than events which occux alang more distant faults to the east . Sased page 5 Wildomar Fault � �, � , � � Based upon the indic�ted geotechnical conditians and the : location of the study site , the following parameters are c�r�sider�d representative of the seismic environment an the ~ property: . Peak bedrock acceleration beneath site-0 . 35g - (Elsinare fau�t) Repeatable high bedrock acc�leratione -0 . 22g Attenuated ground suxface accelerat�on-0 . 12g (Damped by alluvial soil lec�ion at site) �uratian af shaking is an important �actax in the l�que�ac- tion proc�ss . Soi1 liquefaction during xhe 1964 Alaska earthquake developed about 90 secands after the initial shock began. Subsequent studies have pastulated that liquefac- �ion wauld nat have occured in the s.ame areas if the earth- quake had lasted �5 seconds�o. 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C \ ♦ � -r. \; • ,' �`` � ;1 ``` �` `` ``` �`` �� i � . � _.�� ; l �I` � `� � 1 _ ,` ````` . Q ��`` \`\ �`\ 1 �`•`'�1� ,r ; �� ♦♦ 1 �`, �`` t` �'1` .. ,r� . �, ',,a� �, ��.. -. o �. Sa� �D i e�o, , � � • ; ,` -,,.Q, �. ` .-, `.`�,, �.. � ',�`� � ��� � � o . �� , ,� , � � ,� i� � - . � � � - � ��` ��� ` �� � ��� ...,-•;•-••= ~�_ `�� �`, � '� �. `�. >•� .�, �' � � , �� : ' ,�__ � ��� -.�� `�� � �` �` �, �_, - -�\ �.1 . � �\ �� � ` � � ``. . �` . . . � �` �� '�` . � _`�. `` Q . . � ` �`\ .' � � ; ���� \ � 117' ` �� � 118� � ' t' ' REFERENCES, � ], � Morel.and, J.A. , 1972, Maps of the watersheds of tl�e Santa _ Margarita and San Luis Rivers, Ri.v�erside and San Diego Counties, Califarnia: U.U. Geological Survey Open File Maps. 2. Kennedy, M.P. , ].977� Rec�ncy and �haract�r of fau].�.ing alorig the EJ.sinare faul.� zane i.n sauthern Riverside Caunty. Califarnia: Calitoznia Division of Mines Special R�part ],31 , 12 p. 3. A].1�n, .C.R. , St Amand. 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Wet, tan, coars� sand En o Hor ' ng 30 - Standing water at 25 ' with no hydraulics 35 4� . � . � DGT� 4�'.��YED 7/18/86 IV�GTNOD CF OR-Il.1.r I yL� GeQdrill C3� 45 � LO b1 G1�s D bY G'��H D �t-�VQTI�1� l.�l.�T I 41-� see parcel zn�p � � ��� � . �� � �������0 � ���� � ���� �� �P� 1793 � �-1�II .����It:iirr titn•��1 - �;i�� I)ic•�;�r, -- (';i�i(uri►i:► �)21O7 - (71�� �23•��?1 , G�'-� y�8/86 � �- Temecula Seismi� page 2 � , . . ` a. Enclosecl hercin is a x'e-drafted capy of the Fau].t Map _ (�'late 2) whicl� was attaChed tio the prel.iminary report . The si�e location is sliown as requested. - b . A maxi�mum c�edible eax-thc{uake along the Elsinore fault has Ueen es�.a.mated by previous workexs . A].bee and Smith (196G) have given a Ri.chter magni.tude o� 7. 8 along the Elsinore system. Tliis value was dimi.nished by McEuen and Pincicney (1972) who esti.mated a 7. 5 event along the £aul.t . 5uUsec�uent work by GreensfElder (1973) agxees with a 7 . 5 maxa.mum credible earthquake along the �lsinare fault . This value appears in a State Div.ision ot Mines and Geology publication (Map Sheet 23 , 1974) and is general].y accepted by pro�essional woxkers . A maxin►um probabl.e eaxthquake event of 7 . 1 a7�ong the �lsa.nare system has b�en tabulated by A].bee and Smith (1J66) . 'These are generally accepted values for the E].sinore fault . Flowever , their value in prac�ical applications � i.s thought ta be limited. Maximum probable and max- i.mum credib7.e earthquake val.ues estimated for Californi.as major faults are uti.lized particularly for those� which lack a we11-devel�ped sexsm�c history. This is not the case far the �lsinore fault. During a £orty year per- _-�� a�ad fron-. 1932- 1972 , approximate7.y 60 earthauakes � - , - -- _ . . _ ��- _ - ,� Q�of�sSlp,y � � : � h , �ert�ficate of Compliance cPan � or z� ��o � �; �tA� _ C� � W Q,� F•y . ,r � o . FF�G•6 ��``' fq P + a� �. r���.����.�u�«o►„ 4" '�I��� � i r � ' 1 .. �✓ a �� � : � " � '�' ND. C � Prq�tArd�ul�ctrEnO� r �{dr+p P��wt umb�r -� D RM�p d- WjN . . �� . � . �N � GA �� a�.r+c+,�.a sr �f GR`,�p� wr . , � G�ry/T n�ar � r a�e � i�1�w�and ,.. , Dactix��ru��an IWriar G�M 1MpiKa�on�P �PO���f' D+4 Prescriptiv ApproactvPerformance Perform�nce Approach . • Appraach �trategy . � � ��'� � owi Orn�rv La�y 1 CEC Or+mup.n�y Trp. . . . . . . . . . �. ��sF 1 CEC Oaca�psn�r T�rpr . . . . . . . . . r`1 � x W�C OveupN�y G/aiup+Di�+ai+ . . . . �,,,�„;?_ Z U!!C Daeup�nry C�v�+PID��bn . . . . . �3— 2 4 Car�d�a+�d�Oar A!M . . . . . . , . . I I oG A2 a rad�.p•s�.+.�+.d. . . . . . . . . . . .c;�li., 4 sud�c 7ae+r . . . . . . . . . . . . . 2—S3� . � Gro�s Wn�daen�d Flear Ma . . . . . . \\[� (.� h= S Alarr�d E�+Or M+�a M�5-��1 . . � . .�Q(Q k8ti+h+ � Raof M�d Hewa CalaulaW Arqiwl�MAr C�n�wnpdan � P�apaa�d FIaeUG�inp p�(CF.2,CF.�) . . ���hr.F-It2lBtr i Appewd C�faulatien lrlr/�od . . . . . . �,.,�+{ � �.i Arp��O ReeVC+��np p�(CF•Z) . . . M•F�1t=iBa 7 CEC DrtipWipn . . . . . . . . . . . .� � 7 P��d Ex�ior Fbar R�(CF•2.CFa) . . hr-F•It�►Ber • IAuMpWr. . . . . . . . . . . . . �.�ozz . . ' � A�q��ir�d Ea�rior Flaor Fl�(CF-2) . . . . hr•F-R7JBp.i Eatl�a1M E�e�py UM _ �►wv� . � Mr:tb+a . . . . . . . . . . . . . . .1$�_ kscuy� • 9 P�vpos�d Qprqu�Wtl�1�(CF-2.CF•�) . • hr-F•b?J84� 10 Cvoinp . . . . . . . . . . . . . . . . ..�,[,�Q k8a.y+ • 10 Waq NMt Capidb�CFa) . . . . . . � 6tu�F-h2 11 Frna . . . . . . . . . . . . . . . . . J,�;,��, kBwyr 11 R�qulr�d Op�¢M Wa1 F�(CF-7) . . . . hr-F-M71Bna 1� Wpht� . . . . . . . . . . . . . . . . . SQ�3 kBu+yr � a�q rn ww . . . �a Mtw.N.Man IEq�pm.r+�. , . . . . . . �& r�,. ,x �w.���.�.ccF-� . . . . . t�I� nz ,4 r� �./e!. . . . . . . . � �r 13 Tatal Glaanp ArMa(CF-2) . . . . . . . . h7 iS A+�.Torl Errr+Qy Urr.(W+r i:iir+� t4) . . • Icsp�yr 1� rraposadtoh!Pwprru(I„irr 1�/L,in� t2) . % . ,s �►�,o.7oa�sc ccF.=, . . . . . . . . • Compl�ance Statement ,6 Allaw.e reW c,�z�r+0 P.�a.�c . . . . . +c �� W�st Ese.ria►war,�,�.�s(CF-=� . . . . . h7 a.n.r�. Yt�. paoe..e bu�d� �.o�.s.�e.a �� r+� ..� a oomo� dce�n+�ndaon it oarqiwnt r�+ � oa+�r porr�pkar+a� brmc t� W�st f3latinp An�ICF-2) . . . . . . . . h2 rrpksMfef. � ti fl�ns �d rp�dffr�ean and wrtn •ny lo Prppos�d W�st P�reant(CF-�1 . . . . . -Y. ��s er asn�ul�r�ns w6rnif�ld wttl rii���pWKaOon. Mii�nn�ne� M�+ �vP�) TM �rrrqy pK�oer. ZO Av�n�Mhat SC(CF-2� . . . . . . . �ttm�r q+r an l�is la�+n wa� arlwl�Md usinp � aDR 7t A�o�wd Wrst Cilasin P�re�nt . . . . .• X dua�la�an nrM+Od 4�da�Md a6ew aM wia► IM GEC �ctabYiMa QIaxM�in�oe((CF�) 9 �ropowd • A�ow�d � �����0 �W� tor tl� appbcabL� dirnat� ion Z3 Skriqht t . . . . . . . . . K2 �eN ,w AMr��eh. M� �AO�bw) Thi O���d du�lein. br�n d�fqrwd e nM�l M rquinn�rn� ol d�►� Ahrn+�ew Comt 23 SlqrGpht 2 . . . . . . . . . MZ Pa�:lr.�p�' �bgw lor oc�anry HP�and c .�4 S�c�ipht� . . . .. . . . . „2 porr 2s Slryiphe a . . . . . . . . . K2 26 Sk�rRpht S . . . . . . : . . hZ �7 Slryipht 6 . . . . . . . . nz Sqn�d 20 SkYfONt 7 . . . . . . . . n2 T�].OIDB NanwTW ' �'➢ SkyGphl� . . . . . . . . . � hz H 9�'`i.zb e� �e�',L�^�� a r�r i n rr Uphdnp . - �0 Propos�d A�usrO�PQ(CF•S) . . . . . . ,'�- W�pt/A� �� . �1 A�a�wd�PD(�F•Sl . . . . . . . . . . ,,,,,,,r,�,r_ WattsrttZ 2 A�l��i r' hNAC • S . a2 P�rlormu+e�5ft SM�eqd . . . . C�'�Stu1�2�P Sa Propo��d F�n W��Ind�x(CF•a) �.�•�• I S•2 WattSRtZ : 3� Abw�d Fan W�t1�qr Ird�x . . . . . . Wstts/ttZ �S O.rOposrd Goolnp PoNitr Ind�x(GF.4) . . ,^ .4 Btuh�ftz TNiphorw G(il ix+rns�Numb�r �6 A�ow�d GoWmp Pow�r Ind�Y . . . . . . B4+tVh2 , - 37 P�vposad�Natmq Pow��Inde:(CF.4) . . •� BNtvh2 . �A A1ew�d Fla�tu►q Oawr Inw� . . . . . . 8tuh/hz Form R�wsrC Sfp1�m0�/1486 Ps9� o�_ �. _ . _._ _. � .. . ._.. -- --__�.-..-----��,,. -. ._......_.__.._..__ _.��___ __—__ __..__.�..�_. .,..�..._...--- ..- -- _ � ��rtit�ca�e ot Compi�ance �Pan 2 or 2 � . Cr- _� Ca�m�=6�r ��� l�t,�'�� . �w- �q.r.� �a r��+w�o.m.�+�,►q.Kr u�. c I� - ._ ��� s�l��� �'s 3f�jJ�� � Dacaxrrn�ian AuriaNFr+n Da�r 1 �Dd1 P�S� OA��rd Mr0 O/!tit CKb�r OI Cd'R�1C� 1h{�i!b� iflC�UC�d widl ��C11 bIJ�►� P�K���Of1 �f r11�b�A hOl�d btildi in . � 2 On r'Y� p��1i t1�l�fi�idQ ��+L T17� b�idrq �MKA'� �rd AOIi"�T�Rtf �9 aon�plaix7 w�ri rt+�r rK�+O 0++++���4n nwr�audrnlW w+ayr i�r+4a� M7r M�d�rNwrsne�d�T1r�6�,�'���4uat• to �4'f.�d�11t1�Mx anr wOa�¢�nt#Arr7tOCM'�s.f�r76l�olMsrtia ot adC�1Cn� 10 h pyil�p� �rqur�rr �~��• dN�f1K T}IfM �^5� - �D�� E� KR US� Nan+. ��G �'t/ h'1`�'�r�'��'Z � �U61f� � l��SD G�'- �RlNG p � mUS[ � ��SD ri{R-�� " r�.�c.� � !�'�71��" 5��1�7`� !� 5_p. Cl� �c�zra 1 56 S r�I�S Sr- 5%� 2.06 S�D- G4 • � b �� � fo .�ls s� �.�.s �, �- r�;,�..�. o.. � � . Oau E^�ar�arn�rx�q�r+cr:.Dnan,r� � �, � aN bwlpnr Taa p+�slqnrr Four l��S �� • 1��1�� � � ►+�+.ca�+�+a wm.��,q I N�I �V �+�R��F�R S�1�(� � v.nr art+. �2 � �U� �~ � ?IT� 76 S-D•G�. . �..,. - 3,3 8$ I .�►d,d,.sY : �";�. oar '���� Dat• ENa+a�n�rt Aqrr+cy Sp+aan� D�tr ororrr+rnt ner atr �~ F�+fonirn�rnt Ap�n�7 .. �J I�n �I� � N�rr»(Per,y w��P�q . T�'°s�r �� �LP��I I—�-N � s.D- �l� �rzr3�"''�•� _ '�`��''�s . �aar.:s S'q^sa+r� ' Da� • ' MF-1 � � Mandatory Measures Checklist ; � { �1 �A,1rrP��f / Far Enlora�m�nt Aqtr�er Us�Cny . � � ��� 0��� l� � �, ' (.�� E' :� � = p�'an Aur+or/Frn, Or� W'�i`�0 y � ' ��'� pq�ew+nrm . pe�+anMr+s � ( � hp�e�1 Mn�e�f�t ow�r rna Envelope Measures "°�'�"""""�""�"�' ' ' ' ' ' ' ' ' ' ' ' "�"'�' �� � � ;+����r"''r��,..p.�+ „ d��rIMYh�1�w���Y/7�� . . . . . . • . . . . . . . . . . . . r I l ������ ��',',°.na.n�.M.. . � � �M,aria+a i�M���+.�a ka�r+: �.��in�C a�rw M�t�(�r . . . . . . . . . �� l 1 U"'irpt�°""wiq nrb�M�i1�i�r�.�.a. . . . . r„�Mu„da,�nMs P.r 2-�at!(p) . - •� � ( . . . . . . . . . l 1 w�l.or.� " �"�"'• • ' ' ' ' ' pccupancy Sensing Devices (wnen �t t �N.�+� � l 1 ,�'�'0"��a�a�'r�'.a aeo.r • ePpucablo) . - „ri�,0.�+w�K.Mvv■N�r•►_-�,�• . . . . . � r,,,Q n,�n,�,�,.R,v . l 1 �� ����. . . . . . . . . . . . . . . .�� _Lighting Systerr; Measures � � ,� e�,.,�..�„�,.�„o . . . , p�r�1tKb) . . . . . . . pr�11llip . . . . . . . . . • --�— I 1 C�+IM'd wbb or r�•n�lAr+�ia+Y�r++u prr 2-ss,�) . . .r_ I � ���aen�rMl�rC��s OKZ''�'11�(�)- - � � td 2-9t�(�) . . . . .,.� I 1 �.w�+tio e■�r����saltro) . . . 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I _..1_._I__,._..__;__— i " ..... . .... : ..... ; , __;,.. ._ _._. .......:.. ..�.. �_ "; -� i �..�_ � ..L__...' ; � ._�... .._� ...a.._..._. � � � ._,.�.._ _..._..�_. ......f......... . ..... ...._..I.. .. ._�..�_._.._.�_...�....:___.._........_..._.._.�_....__ _.. . . . , . , ...... , .. . _w......._.......__...............�........._l...._..I .... . .... . , . . : .__ i � � , . : , ' � ` .... i ...... _.... ; _ _.._.. .. .... ...._............. .. ... .... � ! � � i , ..__......__..�.......... .... ,. _..._..F..__. .....i-......_T...........*....... .......,........�..........�_.._.1..... , ..,...,........t I f I .�... 1 � . ...�. ..�.. .'.. , ...I.. ...,. � JOB ` HERZBERGER • SALEHI ENGINEERING SHEET NO. OF ^ 1122 4th Ave. Suite 709 CALCULATE�9Y �ATE � SAN DIEGO, CA 92101 � (61�9) 239-4636 CHECKEO BY DA7E �` SGALE �P...� . \oq— 3 fl�� �� .. S . . ... `� . �,TJI FI G.. . .T�TP�... S��..���... ...... ....:. . .... ,�� G�s ' 3�/� ._._ _ o �+ ,���M _.._._., . 7� ....�. B ,�/P— � ... � X�35-�.. : .. ��G x�3sG ' . � , ... . .... .. . . .. ......................... ..... . �. ._... ... .... .. . . . .. , ...... .. , ��/I'� . ..� � . .....: . . :................... . ��lPx.�,�� � �F�' , � �a � .F ,O . .. .... .- ,� �1.� 9 x ... . - .. ... . . ... . . . .. - ..... ,7.�� ; _...5� ;. :. 3. � ...-.. o. . .. .. <�f. . ... - ........ i� � �e �. S�� � 1 . 7 .. � � � --�-� : _ . .. ... - �s ! � ��_a .... ... ... �a rJ E �.z —.3.� .. ....... �T�►c.�,P.:.�.7. ...... � �. a 8T`v ,� B�P . o q ...- .. , ... . . _ J�, • � ,~ .r3 [7. . .. .. - �vyl� . oq .��6 � ss . � , _ JO �- . p-7 . ...... ,.. ................ .......:..... .....a��- �b � . ..... ... PROWCT 2AS1/Ivd�s/Inc�,G�alon.Mass.O�an.Yo O�car PXONE TOLL FREE 1•eao-215�.7Bu � L . . � � �� . � . _�� �_..-__.�.� - �_ _ -_-�:.a' - — i- --�"_ ' -a .�.� _ -_�.. �. � � < ' , , ^ i r � ' . � �. Installatior� Instruc#ions--100 Series �� __ • , .. • r��4y4��I��24" , I , `-I ' ii . • � - ' t . 15�h� _ , ' � � . , - � ' ,� ' � � _ ' , � ' , � ' ._- � � . �Ov1� I . ,� I � � � � , � 1 ���2.r ' ' Amana 10Q Series Compact Roam Air Canditianer was , � � designed tor either through the wall or window installa- . ', • � . �i�s`•, , ' tion. For window installation you will also need an optional ,� ' ����; ;. ' ' �� Mounting Kit (Part No. CB412301)• . , , ;'' .� � .' 15��' All modets are slide-0ut chassis, which will atlow yau to � '� i � �.�, install the outer case first, and then slide the chassis in • : , , later.The auter case has a solid bottom for proper seal- , �� � , ing into the wall_ Runners are provided for ease of chassis ; � � installation and removal. ���� , , . . . � . ' ' 21��- �, � ' ' ' ' �� ' GENERAL INSTRUCTIONS . � � � . 24�h" '�� . � , � � � ' . A finished opening 243/•" wide x 16�" high is required. , � � ' , � � ' ' . . ' The right lower corner of inside opening must be within , � , i �. ,. 5 feet of the electrical outlet to be used. (See page 10 tor � ,� ', � i , � ' details on proper receptacle and grounding.) • . , � , Be sure to caulk comptetely around outside of unit to in- � � � " , � � . �' �,:;' sure it is properly sealed into the wall. Depending on wa11 • , � : , , ' , � . � ;construction.and opening location, a lintel (not included) � � may be required for wall suppart. � � ' � ' •'�� . Where the wall thickness exceeds 1 p�/z inches,provision � '� � �'�"�" � � must be ma�1e to allow air ta enter the condenser side ' � , , , louvers (see special instructions on page 7 for this � � . � , � , � ' situation). � ' � The sleeve must be sloped 3/�" front ta back to allow for '' , ' ' ����/ proper condensate drainage. Units are equipped with a ' � � , . � T � ' rear drain plug,which shauld be removed or piped for con- , � � ' , , densate drainage for heat pump operation in sub-freezing , � ' ; ', p�yyET,r`,p11p EKfEMDS , temperatures. ' � �������_ R�QM � ' � • _..._ � � � � � s . � � , , . . . , , � � � � � , ;� � � t , � . �" � .1 1 . , � _�_ .__� " -'-" - .- .-�_--'.. '-- -.�._.._�-�__�-' - .'-�___' ". �� � PROVIDE F4�SMINI; • , � ANO�OH LINTEL If ,, �REOu�pED _ , �� Brick veneer or frame wall construction , �'�` The opening should be Cut or built into the wali to the � , � , , � • ; � I 1 dimensions 5hown under the heading "GENERAL IN-. � � ' ' 1 � ' STRUCTIONS." It should be framed with 2 x 4's to per- � , WI,�L Oti SCREW PROV�DE iY" . ' INTO FpAME � 3LOPE 70 mit attachment af the Outer Case. � I pUTS�PE . � � � Secure the Outer Case into the wall by positioning it to , � provide a�i�inch slape to the outside for proper conden- • �V�K � A�� sate removal and thBn driving a minimum of two nails ar ' � w-wu+• Foup s�ofs g��Qws through each side into the frame members_ , . � , � ' � . , � � . , � . , . ,- � '�� ,. � , � � . �,�i �R, � �� ��►u,t�o�� � . IEMr rMRU UUTER CwSE � 1� � , ' � ��SE�T�ON V i• ' 1' , ' , .� . .� •i , 1� � � � . • �� , � � i � ' � . ,li ' i . �:i ' � � � � � '� �� ,. ' Masonry construction �• � . , � � � � ' ,� � . �, A finished opening 24� inches wide by 16�/� inches hig . , � � ' ' � � � vna��oF-F��sH�N�, should be cut out or built into the masonry wall.The Outer � � ' AND•Oiil�NTtl �F � . Case may eitheF be sealed into place with mortar, ar �',� � pEQUTAED. secured to the wall by concrete nails driven through the � � � � � � ��� ' sides ot;the case. Clearance holes should be dr�lled into . ' , •� � . � ,' � ' , , ��' '�' . the case if nails are used_ 1 " � ' , ' i ,I ' It ma be desirable to finish off the inside opening with , ' on���►+cx�s � .�owo���• y . � � wnM NA145� ! �u°sEae ; �d molding. In this event, the Outer Case should ex- eo�M s�oes �, � i � tend further into the room to compensate for the malding • � . � � thickness. , . � . • � . . '� . . � .. , , , . � ,,,; , ' .p•MIN.^�' �CwUIK OR SE� �i , i ` � ALL FUUR SIUF.�' � i.' , , � , � • � i , � . i i . . I , . .. �i' , � ' ' � ' � i� 1 i � 1 �!LlVA710M , � � ' $ECTION v1EW TMpV OUTER GASE � , , � i ' • � � ' � � Where wall thickness � '_"� exceeds 10� inches •� � �2�N'��"I , � � F��„ � Where the wall is over 10�h inches thick,prqvision should � � � , . � ������� be made in the wall opening sa as not to obstruct air enter- , � � ' MONTAR � ing the side louvers. 7his can be accomplished by ' ' • � Chamfering the vertical portions of�the outside opening as ( . ' ' ' c�u�K�Na shown. , � s: ' , I �ow' .�� � � ; �1TkJ1 GASE � I 1 S��w•MM6 � � ' I� ! TOr Y1l1M ' . I� �._. ' 1 . . • � ' i ' � ' • + ' , w , _ � � � , , � _ ' , � . � _ �..._._.._.-----.. .---�..- --��--- -------- _ . . .. __-__ . .. -- � � ' ' � QWertase Sleere Must • , , Pr�pad a Minimum o(.'h" , =. � Bepand Wall or Molding , , ' . Fo� Fronf Atto[hment ' � Brick Veneer.or frame wall construction u�t� �a , � ,The opening�hould be cut or built into the wall to the �i���;r�a� �, dimensiona �hown on the previous page under the � � �� � � headinq "GENERAL INSTRUCTIONS." It shauld be � ���'�" " � �ramed with 2 x 4's to permit attachment of the Outer ' ��+ � (�side) ,• �" Z� �K 11/�,I� Front of ' � �:83@. � , Models horide �""� Ouforcase- . � , ' ' , A �i" Slop� to �°�"�"~w er Sleere Outsid� for c...�... , � � Pro �andansat� �'"''' . . � , , � Drwn�ag� ��,-� ►.�• _ • � � , • . . '•�ii�{� ' I ,i i , � � [aulk All � �., � • �� Sides � ,� � �' , ';i•+ . ., ' ' ' ' �� Molding, if Desired , j .I�. � � ' , , � . ,'��� . , � , (No� Included) i • � �w , � � �� ; � , • , BRICK VENfFR CONSTRUCTION � � + �' ' (RUSH IN51DE APPEARAHCEI - ' � � � ' . , , . , , , , � . . � � , Maso�ry Construction � � � ,��� A finished apening of 2B�,t�i�ches wide by 17'h inches �u��►� �_�_ � ' , ' . hlgh,sh�uld be cut�out or buih into the masonry wall. ���- � . , � ' The Quter Case may either be sea�ed'in�o place with � � --� ;',�, � � , ' .��� ��:,.- , mortar.a-secured to the wall by concrete'nails driven �[�_ � . througll tha sidsa ot the case.,Clearance hol'es shauld ,�� ,� , `� � be drilled into the case if nails �re,used�. .��� . �]%2" � . �`r-. � Z63/a�, It may be deslr�bls to finish�off�he,inside opening with J ��� waod mo�ding,ln thia event,the Outer Case should ex- . '���. 1� ter�d further �r�O the roam to compensate �fq�� the V �� . � , � , mol�ling,t��• � , � � � � �' �� �� � , � � ��� �"- � � 1 ,' �, , , � ',� ' ' � � ' , , � , � ' � � ' � ' BRItK VENEER CONSTRUCTION � , � Where wall thlckness � � . VYAII OPENING � exceeds 12�Inches UP ?0 12" THICK . � . , , All models cdntaln side bwers in�the outer� Fase. , yyher,e thq waq i�ovsr 121nches thick,provision shoulci F��r °i x�� ��m ' �Yl�lfef�-SINr� h�ti011 � � I�e rnade�ln ths wall opening so as not to obstrUct air r _� } t ' ente�ing fhe side lower.�• This can be accomplished . • by q�am}ering t�e veRicat portions of the outside open- 11�„ �� � i�g as shaviin. � �'� • , i f . � . � r� . � i � � I � ' � �I � �YIIdM1SH Aif � � � j � . � Mlll�t/ �PV��f3 � , � i ,� ' • (Iolh Sidrsl ' , �, C +•� 1�K"---� +�. � ' i ��.. � � � . TOr VE1N SHOWING p1AMiER � . , , 'FO! [OIIQEIBFR A� WiAl1E , �1._✓ � . ON N009S WITM SThE l0UYE15 ' , ' ��_�_ --__-_.._ ------_____.____..__�_.__�_..____.__.__g � , , � � , , ..,.. s ' . ' ' .. i • . � � � . � rt �. � installation Instructions�-20o _Series__ ._ - - -- -- - _T , , ., , , - � , , � . , . � � - - � . . � . , _� � . , � , , , . � , '.;i,,ti, ' �' ,;�. , �.. • ' '�� � 'I;.�. :,„i �1� '' , __ � - ; , �. � � , i �' , � ,, ' ��'� � : � � , , , i ' � , . i� , , � . �' • � ' i t� - ' � � . ' , � . �, ' , � , � � � , � ', . � , � ' j--�---- 26yte"-�. . _...,.� , - � Amana 200 Serip�Room A�r Conditioher'wa�design- � ��,� ' �. � " ed fo'r eithAr through the wa��or w�ndow��sta��ation.For _ _ �� , window installatbn You wilt also n�ed Standard Moun- , __ A_�=� �, tin�g Klt (Pert No. C�3893�1)• � ' �- �: 17�/s„ ' qU mode�s are s�ide.put Chessls:�,w,hiCh will allow you � to install the outer c�se�tirst.and the�n slide the chassis �� - � ' � . . , -- in later�' . " � � '� � �� � � � , , ,�� , � ' � � I' , " �N �--. ����T ` . , �r ;- . , , . , , ;,. � • � �EIqERAL INSTRUCTiONS � � ''�' � � � __ o �"���0. � � A�nished openin9 2��4"w�de x 1 Th" high is required. � -- � , � ���M.��omer at inside opening must�be within . , 5,feet of'the 81ecMcal outlet to be�sed. (See pa9e 10 CABINET DIMENSIONS . for defail's on pqper r'e�ePtBcle and grounding.� q^�M�NSION FROM FRONT OF CASE TO � The puter C�e of the unit ehould be installed wit� a � cor+s�oe�s�oe�ouveRs - ���iNcwEs , � � ' �N �Ipp�� tp� the �outside for proper candensate . � ` drainage,Be,�ure to ca��k completely around outside . � of tfiR'to Insuti n Is �op�Y a�� into the wall. •�i���I:conaWctlqn and ppening location� , � a lintal (not'induded) may be required. , � I . , yy��p�he wall,thk;kne�excesds 12 Inches.Provision ,��. �mu�t;pe made�tiy�11pM1 alr to enter the condenser side � � louvsrs (see.epscisl in3tructlona on page 9 for this� ' ' . S�tuat10�1)., �' � ` � . . • �s�• � � . . � , � . �7' . , , . , . � � �� ' . . , . ' • , PowER copo�xT�Nas � � � � � � ' S FEET IN ANY � p�qfeCTlpN FROM 7tl�g P01N7 � —.-- —-- "' i , ' —�— ..—�. � � -- . 8 �?� _, .,=:i� � � , ' ' i i . � ' ' • - ' , . 'h: ' . " . vr : • ' � , '' �� 1�'r� ; , `�;• �. . . ,�?. , ' c., ' . . . 1 . . ' �. � • � ' . . � � � � � , � � � S ecifications ' �� '� �� �� , , - ---.---- _ , , , ,. ' + � � ' � Cooling , Neating and Coolinq . � • � ' � '�III 1�� I, ' � • , iCEB� 'C�$;09�2HFi CES���R CES 112•3MEp 'CE52tB-3HEii :��`.:�. C S � . I� I i . 230l20B 2�OI20B . ''�-'.' '� �� '� � �s�r1yM tt,ma�;:5o0 � ,'��aeoo e.eoove,.00 ,,.soai,,eoo ,�.oaor,s.�oo `�'�'>; ;�.�� � , �1��„__ ' � •,.�5.�/6.1 .8.5 4.1/4.5 5.9J8.3 B.SJ9.2 � 'r � ' �' �' �iwwww�111M� ' , � �,, � , ' �•� •� , r � 3.0 �.I �.?A.1 6 39JL.9 8.5/B.5 • � , PIM'M. 5� � „'. , • � � . � � , �, � . . - e,+oo e.�ooie.2oo ,z..oa,xxao ,s.�oa,e,aoo �.'�,;;r , � - 7.5 3.7/4.0 5.8/8.0 �7.aiB.a ' � �b Ml�r WMI� - �b0 dSQ1�.90 7.30W1.200 1,75ay.735 • '�'.�i•, 3,30012'700 3,300I2.700 3.300/2,700 ,{I�,'' � . � '�Mf •�..,'. . � , � . " , �- 'i 1•.� , � . • .Na F�n�MA� � ,Z � � .2 � . 2 Z . � ,:;' • ' IC�M 11op11'AY1'rt ���� '�q , 340 ' 340 ' a75 �' . L ,� Exh�wt Exhaus� Exhausi _ ', i F}�I FIIM Aaew ' , 1/p � Y�s Y�a Yes Yes ' r • 1 � • Fk��ny ' Ya , No NO Yes Yes `��' � 1 ����r '� trr�m• P�al , Pa YM Ye� p�r dicWar • �i" � rps�d�adu P�rpandiCWu _ . Elrepin Rul�f��FM�ar I ', - �• Yp Yes Yes OMI��IIrIC1�(�IM) . � , � • ' � .:��:;>•.,. � � '�j• .11��: � 18�q' 15ai• i5�r- ���/." ;'•�,�: 241h' 21tih" 24Sh" ���- c " • ' � �� ���� � ��'� . :�31h' . � R31h" 23va- 2ev,- �r;��• �� ' .7�2 , , 112 , 112 , 205 i. •.4. �.. � ' , � . . �� . 1 • ' q T RN eef1d11p�/Mr!0'tl6.tl)•w6 ' .. M��ww L�1�a �. "q �.T:;;:. �Wowr w iu�0 9S`tlb.75'rW.ou�aoor i ' �� I hN��A!�Iw'�pl � R�I�CIf � � �, .I jy:_v f � ' , • ����11���d111�. . �� TM�d/(11 ' . Pa�ppWqul�►I � IMUYIO pN1p�T��Ky M qh�pll0w lar � , :�r� �.�� , � 1 • � , � ��PMiIUfM. r. , � r � ' - T1T W�1 CW rqh Im on Hiph Spudtl r,'. � • i . � , . . . a Erlr�h�pl� � . � 1 . ••Pr�M11M1uy�,IhC�1�4�M I. . • � � ' � . � 16 Mnpa , '1S N� 20 M � .��!%y • � 1�VClla 260 VOM� 250 VC�4/ i . � , + y i , :.t•' . 4 . . � . ' . ' � ' b . , � 1 � '' � . � . • � y��1y.�i�.: . � �� ' � � , � � � . � � . , �;e;::. � � Room Heat Pum�a Perforn��ce .:'m+: � � ., � �, ... ..,ur:, r�o+r ,... . , ,� soev "r��� , ' , ��dM� '� � CEDI� CES112-�MER CE821l�7HEp CES10�]IiER CE8114�111Efi CE321e-3MER �„r?�.r-;. q��MI � � � . _.��;;,��... �1U1 . /.',� �� . ' 17,�pD � 11.�00 9.ICp 1].pOG 17.700 ".,-' � � �i r � � , 1.?IS 1.E80 EeS t�'1 ' 1.8�0 . . , ' �� � � ' .f �A A.0 0.2 �.7 �� ' a.9 ' � ' '. i �IM', � .� � , ' d ',� �•:f . ` � �� �Am • t:.�oo taiao e.zoo ,2.zoo ,e.aoo , ' , MMM . � 110 �a00 �,7yo e�o �,2�0 ,.»y ' , , ' �MM�� � ' fi 17 6.! 7.tl �.G �.0 6.+ `?!" . � � � • !� !� !.� t.7 29 ' 2.� 2 7 .:y�: , • q�OrY�� • �.?p��,: •TUI. . �!m tt,�pp 15.100 l,000 11.� 15.000 'r,�'•' . ��.`�,. � • �10 1�l0 1,630 ' EOD t,xp 1.&7b . . � , , � 7.1 �.4 S.� � 7� �.7 5_7 B.p , ' � ' � �� i . � , �r . - . . ' . , �T1I1 ��� 11.1� 11.100 11,tOD 9,tOG 9.t� ' 9.i00 ' '',`''` ' � � � ��� !.� ' �.lOD ' 7.0'r0 Y.iOD 2.Y00 7.000 ;Lv�,^�;; � � A��. ��� 1�� 16.� 18A 1�.? 1�.p i7 Y '�",�i'} , �1I�w�����1��N�1�1MM��N Mpw1 10r 6etl��0��1/. , ,+�, . , AN w�Nr�rlMly NMA 1��U IMr y,IMb r 7f b�0'F. � ' .-d , � �`d.�rfYq�Mrr�w MI�k I�wl�. � ' �� �' .. � ' . !. .��,. � �C.O.R ���A M IM�w ■L'IM, , � . ���� . , � �. I �����'w' I . • ' .. ...._ '� ' � ' � � � � , , .T� �O 4, . ;c ' ', � ; � , � � ' <a•," .�r . �- PROJECT DATA SUMMARY �O�"m 1 - W owner . _C��/u//E ���j � IVIc�`7"'E L _ _ � . prdjeet CheGlcep dy . �� � M . system type dace i . , , dOCYrtlAflt7tlpll i11th01 � da« 51TE INFORMATION 1 q Heeting Degree Day(from APP�ndix C) ............................•..••....--... HDD 1 °F-dav ................ ow Outside�lsi9n Temperature(from Appendix C or Appendix GI.................._.. T 2 °F PROPOSED 9UILDING ENVELOP� INFORMATION q Grosa Fbor Ara��f Low-Ris�(from Calculationsl • At 3 �Z � Groa Wsll Arq ii Hiqh-Ris�r (from Cal[ulations) •-•••••................................... A,,,� 4 ftz � ........... Ay 5 {T2 Dasiqned Gl�zinq Arq(from CelCula[ions)............................................ 9 � Basie Glazing Ar�a(�o(Line 3 if low-rise or 40%of Line4 it high{isel....._.. Ab 6 n2 � c Z� ' ' DeSCrlptlon Of Assembly � Glazing Ug1 7 "1 Btu/ (hr•ft2•°F) R Ug2 g Btu/ (hr•ftz•°F) U93 g ecu/ Ihr•hz-°F) UWl �p etu/ (hr-ftZ•°F1 Wall �wz �� Btu/ lhr-ftz•°F) Uw3 �� 8su! lhr•ftZ-°F) UWQ 13 BLu/ (hr•ftX•°F) Ceiling/Roof Ucl 14 Btu/(hr•ftz•°FI V�Z 75 Biu/ lhr•ft�•°F) . FIoOr Uil 16 Btu/ (hr•ftZ•°F) Vi2 �� Btu/ (hr•ft2•°F) � PROP�SED SPACE HEATING SYSTEM 4Chapter 7) Gas Fur�p �S Btulhr 8uilding pasign Hourly Mesc Loss(from Form 2) ..................................... an 18 Maximum Allowed 8onnet CapacitV.1.5 x Line 18.........................................•-.... 19 8tu/hr Proposed FurneCe Make Model Oeseriptian - Rated 8onnet Cap�cicy Eleetrie Rnistana Alon� • Electric Resis[anee�ife Cyele Cort Ifrom Form 51...............•-..........---._._.. SLCCa 20 g Lowasc lifa CVcle COst ot the Other SYS�ems(hom FOrm 51................... SLCCb„„��21 � Non-D�pl�tshl�En�rqY w/El�ecrie R�sistane�Badc•Up . Percentaga of Annusl Hesc Lou Met by Nqn-Deplecable Energy Sourer(from Gleulasiqnsl ...............................�.��.�....-----. 22 °6 Heat Pumq wi[h Elw[rie Rasis�snc�Suppltm�ncary hl�at Pereentaqe et Annwl Heat Lass Met bV Electric Resistsnce ItromCaleulationsl ............................................................................................ 23 % • PROPOSED WA7ER HEATING SYSTEM INFORMATION (Chapter 8) " e�.�;�a.���.Ab�. Electric Resist�nee Life Cycle Casc (from Form fi) ................................. ...��CCa 24 ' � Lowest Life CV�Ie Cort of che Osher SYstems(hom Fwm 61.......................LCCb,,,,�25 � PROPQSED SWIMMING POOL HEATING 5YS7EM INFORMATION (Chapter 91 � Sol�r lif�CY�I�Coss(from Form 7) .:..................M..................................... pLCCs 2B $ Natural Gas Lif�Cy�l�Cest I��om Form 71. . pLCC�q 27 $ _ • HOURLY AND ANNUAL C�r� � BUILDING HEAT L055 RATE r ! � t�c�a G � _ � �, .. �_.,,� .._. .._�. .____._ OMn�/ F _._ �1 a��L � plOI�CL � ' •"� G�lCk�O,y ��A?��uM� �ZA�a..�a c��,.�,,.,. �Y,�.m�yo. ,� d��. ' GOCYT�11tat�Ol1 Ju[Ilqr dit• - � NQURLY NEAT L�SS QEStGiV 7EMPERATURE DIFFERENCE / ForAll Conditians O��er Than cn�,Fo�lowinq 70°F — �Fd °F • 4T�„�1 1 Q °� : Tpr,� �rorn Fwm 1 For Inurl�clC.FIbOr Ov�►V�nc�d U�h�st�d SPae�. . . . . . . . .�inr 1 = 2 . . � pT,,,,2 2 1�,� ,_pF Fvr Uninwl�c�d Floor Qver V�need Unnerted SWe�. . . . . Line 2—5�F . . ` �Tw] � 1 d_:.._._°F � C01110UCTIVE.HEAT LOSS � � IJ from Fprm Framinq QT�,,, ' Are�.ft;pf 1.or 1'yfrom faeS4r fram lrom � OtiC►{Otlpn Of Alf�rF�bly � ��nqtA,h Ta6��4.1 TaDlt]-i aCaw - ���:; 1 3 0 1 ^� 4�_ z--1•� x x _1�2 ��Btu/hr x x x Wall �77� x_ •Q q x��L x— -3� � � Y x x x x Y � x x x Cc.;iG.yAee� �7 5 x •_,_,�,�� : \•13 „� x�� -?� I�Z . x x x Fbw Y x x . 7[ 7[ X � O[h�r x a x a x x : x X , Subt0�1 a "'� 8Lu/hr �INFLITRATION (�ex�r 0 on Lin�6 il cnNe h vedslwv�ntil�sionl _ ��`�Z� .��._—+�= x ri x •o � x _� o �R_ 5 3 Gross R�eer,v� w«�ne�v I hwn T�e��-7 p7,�►ro�n wwra�w Lin� 1 CNIIII�M�Mflt VENTI�ATION fEnt�r 0 on Lin�6 if cnrr�n ne vo�itMwnri�atbnl . hs/enin x °F : t.CB � . . . . . . . . . . . . . . . B , VM1[ly[Id11 i1it�f�Ofq , pTM f�OT 1.IM 1 C'JlCylatlqfl� � . . , - Suetotal 7 2� 9�D-�9tuil+r DUCT NEAT �OSS IEnt�r 0 on ��ns g �f cn�r�ar�rq dueeil � 0.15 x L7ne 7 � 8 ' 7�TA� lLin�7+81 qn g ��� ecvinr ANNUAL NEAT LOSS � °F•aar/vr x � `"T eru/hr a 1 •D x 2a hr/oar � ►y p rrom 400�n4�r G FWYfIY MY( f! C f�am �7Zo 9 3 : IrO�n LIn11 Ta01�]-� '� � tY/rr °F � Q M flOfq ' • uM� 1 _ i . , _ WOURLY AND ANNUAL �� r� � • ` BIJI�DING HEAT LOSS RATE � -� _ ��/a�1 G G�� .. ow�., ..,.._.�.,—. ,_,....., �1 a�'E��,,. .._._., s o.o,.�t �-- [, � ,{� Q C:1CCktla py � � .LC'e !�[/A/I[.�... �4 �Z.O P�S G•O � tySt�m Cy9• '� "� Qit• dOGYT�n1i[IOn i4i�10r O�t• ' HOURLY H�AT LOSS DES�GN T6MP�RATURE dtFFERENCE Fq►-All Cqf�i�iDh7 Q[AeI ThiH Lh! FOIlpwifYg 7��F — ���F � 4Tw1 1 _ � � pF T�„� trom Fprrn 1 - Fpr Insu�ated Fioor Qv�►V�nced Unnpno Sost�. . . . . . . . .L�ne 1 r Z . _ pT,,,z 7 , � ��.ap For Uninwlac�d Flpar Over Vented Unherted 5pace. . . . . Line 2-5°F . . QT 3 — �. oF w 3 .. CONDUC7(VE NEAT LOSS � U trom Fqrm Framinq QT�,,, - Araa, KZ or 1,or Fl/rom Facspr rrcm Irem D�scriptlon o�Ass�mply � L�nqtn,K TaDle a-1 TaDI�]•fi aCav� R Glazing 1.9 3z_ x �"1 x x��� � � $tu/hr x x x Wall � x— `�1�� x \.�3 �D � x x x x X X Y • X C C�ilinq/qoaf �� x�_ x •� x �.iri.� �_,! � � �oZ x x ; Flevr x ; x ' . � X X X �th�* x x x x x x x x x + SuCsaa� a �cu/nr •INFLITRATION fErte�r 0 on �inr 5 if tn�n i�voaitiv�v�n�ilacionl h2 x h x 1 x ��°F+ 5 Gras�P�OOr Ary w�pne�q (Trpn Tao1�3�T 47�fro►n Awrs�� Lin� 1 C�fllnq h��p11f VENTILATION IEnr�r,0 on �in�g if en�ia no po�itiwwnt�la�ienl h3/min x °F x T.CB � . . . . . . . . . . . . . . 6 V�ne�unon Aaq trom p7w hem 4n�1 � Gieuutlon� 5uototal 7 9cwhr ' r . OUCT HEA7 �OSS IEn�rr 0 cn �inr 8 if thv�an no duess) 0.15 x lin�7 � 8 7dTAL 1�;�.�.s� q,� 9 2tuinr ANNUAL HEAT LOSS � � 1 � �LC"�"".,�..°F•daY/Y� x ..�•L� '`�-' ` 9t4/hr ■�x 14 hr/daY � �10C I►0/�1 AOP�AO�a C rlow�y MMt LOff G frenl � � � fron� Lin�9 Yao��]-A �� �p � o� � � �„� trom L�n� 1 ' � . � , .. -.� .�� .., . ...y.,� � P'!�'�DPOSE�•CONSTRUCTI�N �4SSEMBLY . � ���� A�/ERAGE U-VALLtE [D�sl�n� Farm 3A . . � . . � , puw� �� c . '�!� !� - � i�w.r� . u.. -����. .� �r�ec ds� , diw�r arr , �i�irr�N���w�1rr . /�.�.�•..�.�. l�gg , .."rl.�/r' . aAr � i�r �r - � ' R-Yaiw _ � . q�ir���i+�rrry irr�■r�. ' of Go�ppOnMfs . q . . j , � �ip,o�F (. IS .. L .-- . ,. s+�►+�/�1•� - .3 O.D�o � µ 2 BV�CD+�b P1�,R V : a y(" �„y►� o_�z � a . 4. Q-19 1��'�i�►r 19-�f� . . . s. �i�'`c�� e� o.� . . . . ... . . � . � s�.�, � r�.�a+� � ' � - �_ . ,4,,,,,,i„r s�,. � - � � • . 7. . �+o sv�y:_�� 8. Inald• Surfao� Atr Flle �.61 . Q�Ta�M 2. DMiOa �a�a 9. Outsid• Sqrtao• A� FIlar �•17 . .—. p,J� Tabl� �. O�ida Va1�� tAre�«.�r ' • .. ' Ta�M Tb�enal R��ar (R T 1 ZZ•D�a -. C7 Aovr ' .w�at t�r a�.r. 0 Wan � . - � ��� � AvERA�E u vawE oF ass�B�Y� � . . . . ,��.�.a�. - . � � � •�.�..r�.r.�:s� -- _ � � (.��o �- zZ.C(o = O�.C.1� �� . k= . *� �..vr.�zZ�vki -�'-'-� '...'..�` r++� Fia�iN R T �r . C� 3s is s0�/t� ` . �'�1°r aww . l.Jl�1'� fGr hil�t iQAd� � � �n�.r�+w�D�t' � _ . " , . � PR.�IPOSED-CONSTRUCTI�N �4SSEMBLY � ��S�o��T��- /�'VERAGE U-VALUE �D�sIQn1 Form 3A _ ' �aw. !%93► � . ' Enfora�nNnt �n 11s�Onl c_.c.a+�{I"rJ�� �� , .._ . �� �titl� diman son� buildinp p�rmh numb�r . IoCation. yQ Ch�ek�d b1� �y�ha dat� d� - � � List of Conatruction Componsnts q-Valus (far awtion bnwiin iriminq m�mbrrs) ' Of C�mpOner�ts 9 ' t. 7��3��SY�CLD � O. IR _ 2 � • • 3 � �UILDINC� PA��Z - �h ' > a 3.1�I 1 Iti1S�l.��fa.l � I -vo � , - .. � . 4.��2�(�y�VJ4l ��. 5. f� Skstch of Construction Assembly g • Fnmin9 Siz�•.S�'ic�_� • 7. . k■m��sva�o�•o.� 8. I��Ide Surfaes Alr Film (Us� 7ab1� 2. Osslqn Vatuss) 9. Outaid• 8urfacs Air Fllm .,,,,�- �7 ._ , �' pJsr TeDls 2. D�sipn Valws) CJ►�et onR: - Totsi Th�rm�l Re�istanc� (R T 1 � .5 0 Flaor ' � .un+or tr�..eo�w � Wsll . . � I p Cei�ing/Roof AVERAC3E U VALI,iE OF ASSEMBLY M WiM eMe�r rM . �ppraprl�t�wvip/r� � I�s ihan x�1b/Rs �� � T �"� � �� Btu/(hr. .R= • °Fl kan+� n r hom [] 26 to 401b/R� . F�cta i� l��V'r1/8kB�lY�B9t IqECI(,'�IC�Sti01'1 0 �trr than IO Ib/fe= , � . _ �7T�ct-��r��vr�s , ` , .. � DC��l��l� ��G���CS�Q s� � geoteclinical consulting • engineering geology RG 3387 CEG 98p ,F ConsLruc�ion Engine�ring Mar. 1D , 1987 . 4441 Voltaire 5�reet San Diega , CA. Subject : Addendum Seismic R�poxt. Proposed Commexcial Deve].opment ,�e�ferson Ave. and Winchester Road, 'I'emecula , CA. �p�rcex Map No . 21G70) Gentlemen: . Foxmal plans �ar the develapment of tl:e suUject proper�. y have recent�.y been completed. The pxapexty is depicted on the Parcel Map enc�.osed'`'+��h this transmittal as Plate 1 . As shown, the site entails a near7.y 7.eve1 , 9� acre propexty wh�ch is planned for subdivi.sion into 7 commercial 1?arce7-s . ur ose o� this transmittal is to provi.de additiona7. The p p . in,format�on regarding the prevailing seismic env'ixonment and to xespond- to questians by the County of Riverside Planning Department resulting from their xev�ew af a seismi.c in�axmation re art for Che pxoj�G� P preliminary The pxepaxed by the ur►dersigned (dated Aug. 7.8 , 1986) . fol.lowing comments are sPe�a.£lc to questions xaised in the County review let�er of Jan. 30 , 1987 : 6�q•�,�9•�vbr 213• 823•7883 ' ... � _ . . 'l�emecu].a Seismic page 3 � � ,� � ' � (Richter magnxtude 2- 4) wex-e recox'ded along the Elsi.nore r fault between Lake Elsinore and the sautl�exn Riverdxde County lxne . 'I'he data _in�l�-cate that �he faul� is best characY.eri.zed by cantinuous episodes af low 1eve1 shacks . Only ox�.e signi�icant eaxt}iquake has oc:cuxred along the Elsinare fault during tlae pxevi.vus 70 yeaxs . This was an estimated Richter magna.tude 6 event in 1910 whxch occurred over 20 miles northeast of �he subject pxopexty. c . S�condaxy sea.smic haz.ards such. as gx�und lurching , latexal spreading � 5�15111'lc sett].ement and dif�erential compaction are forms of ground movement which occur in response to ground shaking as during a.n eartliquake event . Laose 50115 with apen soi1. structure are suUject to these move- ments whzch can adversly i.mpact stxuctures . The subject pxoperty i.s und�rlain by a thick section af a17.uvial SOI�S . COI15eC{Uellt�y , these phenomenon are dependent upan sail types and condition as well as the anticipated level ot ground motion. Based upon the results of a pxevious soil study o� the site conducted by �he project $oi1 e�gin.eer , it is un- derstood that the property i.s underJ.ain by sandy soils �n a modexately dense candi�ion. UensifiCa�ion vf uppex on-site soa.ls priox to deve7.opment is xecommended ta preclude 7.atexal spxEading and seismic settlement. , � 'TemeGula Seismi.c pag� a Adverse af�ects o� ground luxching can be minimized by bui].dxng designs whicli are compatab].e witl� the a�lticipated ground motion. I7if�crenti�l compac�ion is not expected on the devel.oped propexty because o£ the xecommended grading prior to buxldirig and tl�e uniform cliarac�er �f the undexlying soi].s . Recommendation.s which are i.ntended �Co preclude secanclary sexsmic hazards on the subjAct property axe given in thxs transmitital . d. �'late 3, ETIG105L'CI herEin , depicts the subject property on a reproduced por�ion of tlie Seismic-Geologic Map (Sheet 147) included with the Riverside County Se�smic Sa�ety Element. As shown, a sma].1 poxtian of �he site is included �aa.thin t}�e Alc�uisi.-Pxiolo Speczal 5�.udies Zone establis}�ed by tl�e State geologist. Additiona�.].y , the �roperty is J.ocated within gxnundsl�aking zone IZ or B establi.shed Uy the County. Based upon the antic5.pated site developmen� , the pxoperty is desi.gnated for "Narmal- Low Itisk Land Us�" on the Land Use Suitabi].it� chaxt (fig . V1. . 3) given in the Cvunty Seismic Sa�ety Element . __� TemecuJ.a 5eismic page 6 . , _� . ' , Specific gradxng dep�hs should be recommended by the soil engineer. F�Iowever, i� i.s anticipa�ed that removal and re- compaction should e:ctend ta a .minimum depth of 5 feet be:low finislaed buildix►g level.s . I hope this addi.tional i�lformation will sui.taU].y cleara.ty the sei5mic environment at the subjec� proper�y. Please call if you }iave additional questions regarding these or related matters . 4,C'�S�S MID E��� Respectfully, � �� [,��.1, �� . o�, oy .� � CEG 980 * CERTIFIEp �k Dennis Middleton ENGINEER(NG C.�.G . 980 sTq�£ o��\P . o�' cAi�F Enclosures : plate 7. Parcel A1ap �'].ate 2 Fault riap (re-dxa�ted) F'late 3 Seismic-Geo]ogic Map cc : Compaction Labs . M-� , ' Temecula Se�smic �, , - R�T�ERENCES Albee , Arden L. , and .�ay L- Smith , 7.9bG , Earthquake charac- teristics and �ault acta.vii.y � in soutl�ern Ca].ifora�ia, in Engin- eering Geo].o�y �.n 5outl�ern California , Ri�lzard Lung and Richard Practor , edxtnrs , special pub].ication o� th� Los Angeles sect- i.on ot Lhe Assoca.ation of Engineerir�� Geologists , p . 9- 33. Greensfelder, Rogex W. , ].�74 , ATaxa.mum Credible Rock Acceleration from �arthquakes in Cali�ox'nia, Division of Mines and Geo].ogy Bulletin, Map Slaect 23 - h1cEuen , Robext B. , and Char].es J . Pi.ncicneY, �.972 , 5e�sma.c I'15'K iri 5ai�. Diego , Tra�isacti.ans o� the San Dxega 5ociety a:� Natuxal I�istoxy , vol . 17 , no . 4, p . 40 . pakes�lott , Goxdon B. (editor) , 1975 , San Fernando , Califoxnia , Earthquake oF 9 February ].971, Division o£ Nlines and Geology Bu1l�tin 19u . _.�- •D . � e. 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'�501L T�STING & INSP�CTION S�RVICES ` PR�LIMINI�RY S��LS NINVESTIGATION for Proposed Cammercial Develapment Nvz�h Corner of Jeffersan Avenue & Winchester. Road County of Riversi.de �.p,N, g10-200--006-6 Prepared for T�RRATON GORI�ORATION p. O. Box 2159 Escandido , Ca. 92025 4� * September 5 , 1986 �s' � praject No. CL-1-551 Post �ffice Box 271338, Esconc�ido, CA 92Q27 • (619) 741-5�69 ���'�nP,�cT�o�v ��� j ir��. ~SOIL TESTING & INSP�CTI�N SEFlVICES � September 5 , 1986 4 prajec� Na. CL-�55� Terra�on Corp�za�.iox� p. O. BQx 2159 Escondido , CA. 92025 5ub '�ct: Proposed Commercial. Develapment � J North Corner of �efferson Avenue & Winches�er Raad County of Riverside , Cal.i�ornia A.P.N. 910-200-006-6 Gen�.l.emen : Per Xour xequest , we have pezformed a preli.mi.nary soils investi.- gati.an �or �.he sub�ect project- The purpose of our inves�igation was ta �valuatE the sui�.ability o� �l�e site tor the propo�ed developm�nt and make recommendations with regard �o site grading and foundation desig�n . Brie�ly, �he investiga�ion reveals favarabl.e �Q�Qs�dndevelopment► i.n our opinion �he si�e is sui�.able �or the P P provided recd�enda�.ions se� forth in the at�ach�d zePOz� a�� adheared to- zf you have any que5ti.ari ► Pxeas� do no� hesi�a�e to cantac�. us . This oppori�un�.ty to be of service is sincerely appreciai�ed. _-�� Respectful�y 5ubmi�ted, _- COMPACTIDN LF1B5 , xNC. � ����� � � � Dale R. Reg]-i , RCE 19393 RISA/P j z �� ; ( 3 ) submx�ted Past Office Box 271338, Escondida, CA 92Q27 ' (�19) 741-5289 '� CC��V'�P/�1�TIO�V L�►,��, II�IG. . ` SOIL TESTING � INSPECTION SERVICES � TIIBLE OF CONTENTS '1'AI3LE OF CONTENTS page 1 1 . Purpose and Scape 1 � 2 . Loca�ion and DesCriP�.ion of 5ite � _-�` 3 . Field �nves�.iqatian -- 2 4. Sai1 Conditions 2 5 . LabQra�ory 'T.'esting . 3 6 . Reconunendai:ions and Concl.usiQns �. Grading S. Founc7a�i.ons C. Slopes D. Retaining Walls .,, 6 7 . Uncer�ain�.y & L�.mita�.ions ' �pP�NDIX AP�e�d�X ��A" - Expl.bration Legend and Uni�ied Soil Classifica�ion Chart Plate No. 1 Test Pit Loca��-an �1�n P1at� No. 2 -- 6 Exploration Log � P1ate No. 7 Tabulation a� Test Results Appendix "B" _ Recommend�d Grading Specifications . p,ppenc�ix ��C�� _ (A) Liquefac�ion Po�en��neering dated 8/21�a6 by CO[151�XUC�1011 Eng (g) Geologic Repor� by Dennis Middletan dated 8/18/86 -��_ '� �.,���/'w� ■ I�� I�.��i�' 1��1�w SOIL T�STING & INSP�CTIOM. SERVIC�S Page 1 s 1 . PURPO5E & SCOPE � The puzpase o� the �-nvsedxgonmercial development� �f �he site i.s suitable for the propa The scape of �he inves�.a�ga�ion was �a: A. Deter-mine the physical properties and engine�ring characte�cis�.ics of �he surtace and subsurfac� soils . B. Prova.de design information wi.�h r�gard �a grad�.ng , si�e prepara�ion , and founda�ion design of the pro- pos�d structures . � 2 . LDC�1'�'��N AN� DL�SCRIPTION OI' SITE Tlie site is located on �h� nor�h corner of Jefferson lavenue and Winchester Road, Rancho Cal.ifornia area, Cvunty of Riverside , � California. Ttie 8 acr� irregulaz shaped si�.e , cansists aF seven adjoining parcels of land and is bordered by znterstate ].5 to the east, ' Santa Gertrudis Crh�ste� Roadntotthessoutheas�son Avenue to the southwest and WinC The topagraphy o� �he site is predominan�ly flat with �he exc�ption o� �.he extzeme nor�hwest portian of the property located along �he Sar►ta Gertrudis Creek right o� way. This area is approxima�.ely 2 to 4 feet lowez in el�vation than the remining property �.a the sau�.heast. �n exis�a.ng 24 a.nch underground waterline ��athe�eas�hpxoper�Ye sii.e from the wes� cozner of the �zaperty roximate line para11e1 to the Santa Gertrudis Creek. The apP loca�ion o� the water main is delineated on attached P1ate Na. ]. entitl.ed Test Pi� Locati�n Plan • The majarity af the sx�e xs pres�n�ly being u�.ilized �a p�ant oat hay �which has been recently harvested . Approxima�e�y 2 dazen , I.arge to medium size trees line the northwest praperty line. It is aur understanding imparted soil wiJ�l be requa.red ta elevat� the northw�s� region af �he ProP�rtY• Furthezmore , the existi.ng 24 incki waterline may hav� �a be relocated in �he evEn� �h��- p�oposed buildi.ng locations con�lict wi�h the present locati.on af the pipe - 3 . FIELD INVESTTGATI�N The field investigatian was per�armed_ on July �6 , 1986 , and a.nclud�d an a.nspection o�h�aeback�haedtohdepthsVof�t-welve�fe��. exploratory �zer►ches � wit ���i�led Location a� test Pits are shown an attached Plate Na. 7- ► � � CCa11�PA�TION LAl��►, �� .�r. � Page 2 SOIL T�STING & INSP�CTI�N SEF�VIC�S � , � "Test Pit Location Plan . " � As excavation proceed�d xepresentative bulk samp�.es were collected. In place na�.ural dens.i�ies and moisture cQnten� were d�termined at c�if�eren� c�epths in the excava�.ions and are a.nc�uded .in Plate No. ' s 2 - 6 . 4 . SO�L CONDI`I'IONS Loose surficial soils ( silty-sands , sandy-silts , and clayey--sil.�.s ) cansis�.ing of pl.owed ground an.d loose alluvium were found �a vary from one to one-hal� to two and �ne--hal.f f�e�. in deptli tYiraughnu�. th� site. Underly.ing alluvial soil.s �.o depths explored were comprised of inedium densE ta dense si.lty-sands , sandy-sa.lts , poorly graded sands ans s�.i.f� clayEy--sil�.s and vEry �ine clayey--sands . 5light�y expa��sive sails (cl.ayey-si7.�.s ) were pres�nt in al�. test pi� excava�.ians . We aze an�icipa�ing �hese soils wi].l exist within ;30 inches of �i.nish grade upon completian of g:rading . `�her��oze , special recommenda�ions with regard to, this characterista.c aare presen�ed under "Recommendations and Canclusians° of this repor�. Groundwater was not encaun�.ered during our inves�igation , noz did cavirlg of explora�ary �rench�s accur . Hawever, duzing �he lique�action study performed by Cons�ructi.on Engineering , groundwat�r was encoun�.ex'ed at 25 feet bel.ow existing grade in tlie vicinity of our Test Pxt No. 3 . _� 5 , LABURATORY SOZL TEST�NG All labora�.ory �ests wexe �e��ormed on typical soils in accordance with �.ccep�ed tes� methods af the American Society fo�' Testi.nq and Material.s (A5TM) . Tests canducted include: (1. ) Maximum Densi�.y & �ptimum Moisture � ( 2) Direct Shear (Remold) ( 3) 5ieve Analysis ( �1 ) Field Density & Moisture . (5 ) Expansion P�tential. (conducted in accordance wi�h requiremen�s af the City of San Diego Test for Expansive Soils . ) 'I'est resul�s are �.abula�ed on the at�ached P1ate Na. ' s 2 �hraugh 7 entitled "Exploration Log & Tabulation of Test Resul.ts . " � �CC�IIl1 P�A�TI 0 N L�1�.�, I I�I G. . '" SOIL TESTING & INSp�CT10N SERVICES Page 3 r , 6. RECOMMENDATIONS & CONCLUSIONS � General It is auz understanding grading w.i11 be performed to elevate �h� nor�t7west region o� �he pxoperty and �a create level building pads to accommod�te slab on grade construction . Furthermore , struc�ures pl.anned, will consist o� light weight wood frame cons�ruction . In our opinian, the---si�e xs sui�able �or �he Proposed commercial development. Recomznendations con�ained in �his repor� should be incorpora�ed in �.he planning , design and constructian phase o� the subject praject. 6A. Grading All grading shoul.d be performed in accordance wi� �h� County ot Riversid� grading ordinance and the grading sp�cifica�.ians and recomrnendations presen�ed in this repor�. Subsequen� to site demoli�ion , .loase suz�icial �op soils (plowed ground and laose alluvium) , as indicated an a�tached Pla�e No. ' s � �hrough 6, shou�d be undercut or removed to �irm alluva.a� soils and recompac�ed in accordance with attached Appendix 'B' • �ntitled "Recomm�nded Grading Specificatians . " Fizm al�.uvium may be d�term.ined as on-site svils havzng insitu denszty af greatez than 85 pezcent of maximum dry densi�y, W� sho�ild be con�acted ta document loase surficaX soils were reanaved �o firm alluvium pra�ar to tilling . Following zemova.l and recompact.ion of loose surficial. soils , a11 add.i�ional fi11 soils both imported and generated fram �he an-sit� excavation shau]�d be placed in con�ormanc� wi�h a�tached �lppendix 'B' enti�led "Recommended Grading Speci�ications . " Imported soils should be nan-expansiv� ( less �han 3� swe11 ) and granul.ar by natuze (decomposed grani�e ) . Compaction Labs , Znc . , should be cantact�d to inspec� th� sourc� a� imparted soils prior to hauling an�-site to insure the material will be suitabl� for the �p�anned constructian . z� encountezed, 1.each lines and/or pipes shauld be remov�d. Concr�te pipes may be crushed in--place. Trench lines should �be recompac�ed in accordance with Appendix 'B' . �� '�i��ViP��TIC)N ��A,E��, If�G. SOII. T�STING & INSPECTION SERVICES � �age 4 F 6B. �'ounda�xons v Gen�ral SurficiaJ� top soils (gray clay�y-si.lts ) aze expansive and have 1ow sail bearing pr�ssure (�000 pvunds per square �va�) . Therefoze , i� is recammended these soils be �xcavated �a a depth o� 30 inches below �inisl� grade and replaced wi�h non-expansive , higkxPr strEngth a.mpar�.�d soils . Th� area to be excavated should be carried und�r and a minimum of five fe�� beyond the propased � buildings . In aur opinion , if the a�orementio.ned recommendation is employed, conven�iona� �oundations may be util.ized. Continuaus �ootings founded in 30 inches o� compacted non-�xpansive impar�ed sail having a minimum wxd�.h of �2 inches �nd founded a minimum depth of l2 inches belaw lowest adjacent grade wi1.1 have an es�imatied soil bearing pxessure o� 2000 pounds per squar� faa� . Ac1�ua]. soil bearing pressures wi1. have ta b� determined subsequent �o inspecting �he source of impar�ed nta�.erial . A1� continuous �ootings a.re to be rein�orced witl� one #�4 bar tQp and bottoxn. Ste�1 shvu�d be pasita.oned 3 inches above bo��om af � foo�irig and 3 inches below top of foating . Iri��rior slabs sh�uld be a minimum of 4 inches in thickness . 6H( 2 ) I'aundati.ans (�'irst Alterna�ive ) General 7n �he even� tt-�at capping the building areas wi�h high si:rength , nan--expansive impor�.ed soil pzoves to be economically unfeasible , �.he �ollowing recommendations will be required to reduce s�ructural damage occuring frozn excessiv� sub-grade and faunda�ion movement. Con�.a.nuous taotings founded in properly re-compacted on-site soils having a minimum wid�h of 1.2 inches and founded a minimum o� 24 a.nches below J.owest adjacent grad� will have an allowalale soils b�aring pressure of 1000 pounds per square �oo�. All con�,inuous �ootings are to be tounded a minimum of 24 inches belaw lowest adjacent grade and. .re-iriforced with ane Na. 4 bar top and bat�om. Steel should be pasitioned 3 inches above bo��am of faoting and �hr�e .inches below top of foa�ing . Inr�rior slabs shauJ�d be 4 .inches thick , r�infarced with 10/10 , 6 x 6 wel.ded wire mesh, and under�ain wi�h a 4 inch base consisting of sand or crushed rock. Sand should be t�st�d in accordance with 1�1STM D--2419 to insure a minimum sand equivalent o� 30 . Slab rein�arcing should be extended i:hrough joints and pravide a �ension tie with perimeter �oot�i.ngs . I£ �his method praves .imprac�.ical during construc�ion , an al�erna�ive method may be emp].ayed. This method consists o� No. 3 bars , 30 a.nches on '' �QMR/�CTIC�N LA►��, INC. � S�IL T�STING � INSPECTI�N S�RVICES , Page 5 center , �x�ending 30 bar da.ame�ers into both slab and foundation . � Clayey soils shou�d not be al.lawed �o dry priox �o placing concrete . Th�y should b� wa�.ered to insure they are kep� in a verX moist condi�ion or at a maisture conten� exceeding op�imum mais�.ure content by a minimum af 3 percent. 6B( 3 ) Post-Tensian Slab & Foundation (Secand Alterna�ive ) �1n alte.rnate consi:ruction method �o �he above expansive sails reconunendat...ions wou7.d be �o have �he slab design�d as a post--t�nsion concre�e system. The design should be per�armed by a licensed engineer engag�d in this �ype of design and who l�as a minimum of 5 yeaxs experience. A pos�-tension des�gn may prove to be cas�-e��ec�ive. Continuous �aatings having a minimum wid�h o£ 12 inches and founded a minxmu�n o� 12 inches below lowest adjacent grade wi11. . have an allowab]�e bearing pressure.__ot- 900 paunds per square foa�. �_- 6C. Recomtnended Paving Secti.on S�ruc�ixral. sections �or asphal�ic pav�.ng �or the pzaposed driveways and pazking area are based on an es�imated subgrade 'R' val.ue of 20 . The toll.owing sectian is provided �or bid purposes only, llctual sections should be determined subs�queni: to campl.eta.on of grading operations . Assumed Tra�fic Index = 3 .5 (Light Vel�icular Parking ) 2 inches of asphaltiic paving on 6 inches o� se]��ct base course on . 6 inches o� recompacted native subgrade. Assumed Traffic Index = 6 . 0 (Truck Traffice , Loading Dack Areas , Arterial Driveways , etc . ) 3 inches o£ asphaltic paving on 10 inches of selec� bas� course on 7 inches o� rec�mpacted native subgrade. All ma�erials and construction for asphal�ic paving and base shauld canform �o the 5tandazd Sp�cifica�ions of the Sta�e of Califarnia Business and Transparta�ion Agency, Depar�men� of Transportatian , �ec�ion 39 and 26 , respec�ive�.y. Class II� decomposed grani�e , a.� used, should have a mai.nimum 'R' valu� o� 70 and SE a� 30 . A11 materials should be compacted �a a minimum of 95�. � , ��MPA�TiQN L�C ', IfVC. � 501L '�'�STING & INSP�CTION S�RVIC�S Page 6 . � � 6b. Review of Grading P1.an Approved si�e and grading plans were not available at the time of ` our inves�igation . Therefare , upon their completian we would like to review them to assuze compliance wi�h �he recommenda�ians present�d in this repor�. 7 . UNCERTATN�i'Y AND LZMITATIQNS Surface and subsurface soil.s are assumed to be uniform. 'rherefare , should sail.s encounter�d during cons�ruc�ian diffez irorn tt�ose pzesentied in this report , we shauld be con�ac�ed to pravide their engineering prop�r�ies . . I� is the responsibility of the owner and contractor to carry out recomm�ndations set fiarth in khis report. During our investigation of the subjec� si��, eva.dence of faulting was no� encoun�.e�red . However , subsequent ta �he revi�w o� avai�.ab�e geologic literature , it� 5hould be noted that w.ildomar Faul� is locai:�d immedia�.ely west of the sub�ec�. - �ro�er�y. Therefore , damage as a result of earthquake is probable , and w� assuzne na liability. ° We assume the onsite safe�y of our personnel only. We cannot assume liabili�y o� personnel atiher �.han oux own , zt is the responsibila.ty o� tl�e owner and cvntrac�ox to insure canstruction operations are conduc��d in a sa�e manar and in con�ormance wzth regula�ions gov�rned }�y C1�L-�SHA and/ar ].�cal agencies . zf yau hav� any questzons , please do no� hesi.tate �o contact us . This opportunity �a b� of service a.s sincerely apprecia�ed. Res�Ectfully submit�ed , COMPACTION LABS , ZNC . �'r�.�,f' .C� - Dal.� R. Reg1i , RCE 1.9393 RKA/pjr cc : ( 3 ) suk�mitted �— ��'������ ��� ���� ` 5OI1. TLSfING & IrJ51'Ec:1lON SERVICES �X�LC)f�/1.Ti01� L�G+��'d� UNxFIF.D SOIL CLNSSIPXCATIOld CFiAR'C r SOIL D�SCRIPTIO[� GROUP 5Y2•iBOI. TYPICAL NA_+LE5 1. COARSE GKAINED, Mo�e th�n � � halE of material i_s lar�ex than No_ Z00 sieve sixc. GIiAVELS CLE/�N GRAVE,I,S Gw we1). graded q[qve].�, qravel- Mvre Chan halE of. sand mixtures, 1i.ttle or np coarse Eractxon i.9 Eines. larqec than Na_ 4 GP Poncly graded gravels, qravel sieve size but 9and mixture9, ].lttle or no smaller than ]". Fines_ GP..AVEI.S �•�ZTfi E'IvES GM Silty gcavel5, poorly graded (nppreciable �nount gX�vel-sand-s1.lt mixtures_ oE Eines) CC Clayey gravels, poorly gra�ed gravel-sand, clay mixtures_ 5,427�5 r_LEAt7 SAPIqS SW w�l). gCaded �and,gravelly More�than 1�alE oE sands, little or na �ines. coarse fraction is SP Poorly graded sands,gravelly smaJ.le� eha� No. �i 5�nds, l�ttle or no Eines. s�eve qis.e_ SANDS WI'['H FI[rE5 SM Silty sands, poorly graded F (Appreciable amount sand and s'tlt mixtures. oE Fi�res) SC Cl�yey sands, poorly gcaded sand and clay mixtures. , 11. PINE C•FWIrlE�, Ptore than half oE maCerial is sm:�.11er than Pfo. 200 sieve size.� SILTS A�fI7 CLAY5 ML Ir.vrganic siJ.ts and very fin� sands, rock flou[, sandy sxlk or clayey-silt-sand mlxture= with sliqht p1asC- iczty [,iquid C,imil CL Tnvrgani.r clays of ].cw to ' less than 50 medium plasti.city,gravelly cLayw, sandy clays,sil.ty clays, 1.ean Clays. OL Dcganic silt9 and organic si.lty clays of lw plasticiCy SIL'I'S Ai7D CLnYS Mt InoXgan,ic eilts, micaceous � oc diatomaceows fi.ne sandy - -� c�r silty soils, elaskic 91�t8. Li�uid Limit Cfi InorganiC elays oE fiigh gxeatez tAan 50 pla�tirity, fat clays. pI( Orqanic clays oE medi.um to high plastici.ty. FIIGFiLY ORGAtJIC SOT[S PT Feat and other hi.ghly 1 I vrganic soils_ `�' — IJaCer level at �ime of �x�avat;on or as indicated US — Undi s turberl, dri vpn ri ng sar7pl e or tu�e sa!T�pl e � CK — Uncl i sturoed crun': sai�p1� BG — [3u1 k samr�l e APPEMDI�t '�' Post O(fice E3�x ?_�7133�, Escandido, CA J2Q27 ' (619) 741-52E39 `' C(]N1P�A�1"lOf� LAE3�, i�lt;. SQIL 1�ESTING & INSP�CTION SERVIC�S TEST {'IT LOCATI�N PLAN � - �� � �� �—�`��_.. c � - _ ,� ~��._��� — —_-- - -�. -��F:��,� �,�- - -�� ,.� . � °F'`-` �o c X���-i ,,F,I -�__` `I'P y -_--�~ ��..�_ � - l.�f � -- � ,.�-�`/ z � ���< ��I �' � T P� � i �[ � R . � r , � I ti;`�4, � -�� :� ,.�� � ` I �1 � �:� I �' o v7 ,' �, � i � �• ' �, ``� � / , � I S l�. � t.!_ w TPz h . I � \ � � L.��� � � T�'I �� { �� � r � _..___...�. ... �y�_. . - ----- ____-.._.-----__ Ro,� D �-_'__-_____-___._._�i C 1-1 f:.. S � E- '� M �I 1 .1 � �ROJECT Na. CL- 1 a � � PLATE NO. o� � , . < ' � �UM�'ACTION LAC3S 501L 7E571NG & INSPFCTION SERVICE5 - � � EXf'LORATION LOG PRO,lEC7 NAME W� nchester & Jefferson pqTE LOGGED 7/16/86 ELEVATIQN �Xi sti ng Grade TEST PIT NO. Qne � � .,� � � Q � �^ a� a � o .� � ,� � � 'E �--- � � DESCRIPTION 8� REMARKS �,,, n� v ae o -- r `_' � F ,-, � a-+ rn•._• a-' 4- � q� �� � � C 4! A� � Q � V '�' � ^' 41 � q1 V� C.1 E �- t/� .�..' tn 7 �4- r-- (n v ro �,t. .- c in v E --- � `o a in �- o o �d•� rv o � n � v n.v� v-r v� v ML Gray, humid � soft. clayey—silt/ sandy--sil � ( plowed ground/loose 1 BG $7 . 2 $. 3 65, 0 1 ' alluvium) 2 3 �ML ��vGray. �moist, Wmedium^stiff. vclayey silt/sandy silt � ( firm a1luvium) 4 BG 96 . 2 16 . 9 4 ' 5 � ML^�� Qlive, moist,�dense, �sandy—silt CK 115. 7 13. 1 53. 4 6 ' ( firm alluvium) BG 7 8 9 BG 4. 3 ____ SP Tan, gray, humid, medium . dense � � poorly graded sand . 11 _=� 1 2 --_--- ---------- -----__ �____�____.�__.�.�_�__---.�_-- BO7TOM OF TEST PI7 #1 PROJECT N�. ��--155� PLATE NQ_ Two . ,_ � � COMI'ACT14N LABS $OIL TESI�ING & INSPECTION SERVICE5 - EXPL4RATION LOG PRC�JEC7 NAME Winchester & �e�ferson DATE LOGGED �/16/86 ELEV/�►TION ,,,,.. �x�„sti`ng ,Grade TEST PIT NO, �'N° � r. � � 0 .�-� w � � Q .N +� v � " � �� � U DESCRIPTION 8� REMARKS . `'- F" �;f, a� ae o -� •r �' � � � � +-� rn-� -i-' w � � �`F � c � � v � �. �a d Q U +� 4l Q � � tn 7 �4-- r l/� a E tn Q7 � .� .- �d � � i v •p �p r�-•- �C •O � � N � g U a V 7 V l N U ML Gray, humid , soft, clayey—silt, sandy—silt ( plowed ground/loose � alluvium) z .____ ______._....._._...�......._ __---------_.�_.T_ • ML Gray. maist, stiff, clayey--silt/ sandy—silt ( firm alluvium) 3 . � 4 BG 65. 9 4 ' - 5 6 7 8 ML �Olive, moist, �stiff, �clayey—silt ( Firm alluvium) 9 10 SP Tan , �gray, �humid , loose�to�medium dense poorly graded—sand 11 12 __.._.�..._-- ----_—.--- ------- --__ _..._ --- — --------------_.___._ BOTTOM^OF TE57 PI1" #2 PRQJCCT NO. CL---1551 PLATE NO. Three , > , % � � �� ' � coM�,�cT�or� �Aas soi� r�s�riNc � iNSPECTioN s�avic�s J . EXPLORATION LOG PR(�JEC7 NAME W7 nchest�r & �e�Fferso-n� DATE LOGGED ��1 6/8G ELEVATI�N Exi sti ng Grade TEST PIT NO. Three � Q a � � � � o � � °1 `� � DESCRIPTION 8� REMARKS a, �, *' ae �' � b v- F-- '� �`� �� o � .�' `-' � G .-. � +-+ rn._.. �.-+ v� -� � o cJ +� a� .� � � a�i in �-' o- in � a�+- r- in r_� E �Q � � �n v E �-- •- ro a� b � a o � "- � o � Q � 6 � U 0.cn V7 V) U ML Gray, dry� so�t. clayey--silt/ � sandy--silt ( loase alluvium/ plowed ground ) � ___ -----_.�_.___.-____._._._�_---------------- ML Brown, gray, mois�t, dense, sa.ndy- silt/clayey silt 3 BG 100. 2 15. 3 52, 4 3 ' ( firm alluvium) 4 5 6 BG 52 . 9 6 ' ML Gray. mois�,�stiffi. fine clayey- sand ( firm alluvium) 7 8 ML Y Olive. maist.�medium dense, ^sandy silt ( firm alluvium) 9 10 11 1 2 --------___..---_ _____-- .------ -���- ----_�- _-_-------------------------------�-�-- BO7TOM OF 7EST PI7 �3 PROJECT NQ, �L-1551 PLATC N�. Four � _ �'. ; . �conn��►c-r�ot� �ABs SOII TE5TING & INSPECTION SERVICES � EXPLOR�TION LOG Pf�OJECT NAME Wi nchester & Jefferson DATE LOGGED �ul 1 G 1 986 EI�EVATION �X� sting Grade TEST PIT NO. �aur � 0 � � .� � � � � a� �. ?+ o Q� � �' aE �•— v � DESCRIPTI� N 8� REMARKS ' `+- h`- �;n a� � ap ca --. ^ '-' � � .-� � +� cn.� +� � � � � � � c v a� � a o V .i_., N � aJ ,-- al �n � N � tn 7 Q 4- � vl CL E ��.. r- C v� v � �. r- rO � � s, •� O b'r- rd d r- L7 � � � U 0.tJ� (n tn U SM Gray, dry. loose, silty—sand . ( Plowed Ground ) � BG 39. 6 1 . 5 z MLf �Grey�Brown, humid;��medium—dense � R sandy--silts/fine clayey—sands ( Firm Alluvium) 3 � CK 111 . 5 8. 3 J 6 BG 1p5. 2 19 . 2 61 . 0 6 ' Becomes rnoist @ 6 ' 7 � . 8 9 10 gG 5. 0 10 ' _ SP� Gray, �tan, humid� Tmediumvdense � � poorly graded sand 1 2 --_-- --------- ---------------- BOT1"OM OF TE57TPIT #4�� ` ^ PROJECT N0. CL--1551 PLATE NO. Five � . `� ` � � c�M��,c��or� �Aas SOIL T[STING & INSPECTION SERVICE5 CXPLaRAT14N LOCi PRdJECT NAME Winchester & Jefferson DATE LOGGED ��� 6/86 E�.EVATIQN Existing Grade TEST PIT NQ. � ive � a o � � � a� ,,� � o � � a, a v � �' � �.-- � � DESCRIPTION � REMARKS 4- F- .� �" ae �-- �� '-' � � � s_ a--� rn�. ,-+ � �� � � c v ai � � o c.� a-' a1 •� qf ,--- u� N � E Q vr �+ �n � �� � tn �n a.� � � � b dl b �v �� � rd•r-- b O � � N a � U 0.V1 (/) (/7 U ML Gray� humid� soft� sandy—silt/ clayey—silt ( plowed ground/loose � alluvium) ---------------�_.._�._--___.----___---- ML�R Gray, brawn, mois�, stiff, clayey silt/sandy—sil � . 3 ( firm alluvium) 4 5 6 — 7 8 9 10 ---- -----------------_.._.�_�_______�_..___ SP Gray. tan � humid . medium dense • poorly graded—sand 11 ___� �--------------_�_��.�..__------------ BOTTOM OF TEST PIT #5 PROJCCT NQ. CL�1551 PLATE NO. �"` � �OI'riIPiACTIC�N LAt��, IN�. SDIL. TESTING 8� INSPECTION S�RVICES '�'abula�..ion of Test Results OPTZMUM MOISTURE, MAXIMUM bENSITY Maximum Op�imum 17ry Density Mois�ure So�.l Descrxp�ion Type ( lb/cu. �t) ( $ dry w�. . ) Grey Clayey-S.il�/Sandy-Sili� Pl@1.' 111 . 8 15 . 8 Olive Sandy-Si1.�. �l@6' 120 . 0 13 . 0 Brown G.rey Sandy-Silt/ CJ�ay�y-Sa.�.t P3@3' 1.12 . 2 16 . 2 Grey Brown Fine Clayey--Sands P4@6' 122 . 7 10 . 2 � EXPANSTON P�TENTXAL Sample No. P1@1.' Pl@3' Condtian REm. 90$ Rem. 90� Initial Mois�ure ( � ) 15 . 7 16 . 2 - Ai.r Dry Mais�ure ( $ ) 7. 4 4. 3 Final Maisture ( � ) 27 . 0 24 . 2 �'inal Dry Density (pc� ) 100 . 4 100 . 9 Load (psf ) 150 . 0 150 . 0 Swell ( � ) 3 . 0 3 . 3 DIRECT SHEAR Sample Na. P1@1' �3@3� Conditian Rem. 90� Re�n. 90� Ang]�e af Internal Frictian ( ) 25 z5 Cohesian Intercept (pc:E ) 100 �-�d Pzojec� No. CL-1551 Pla�e No. 6 l � �� 'Temecula Seisrr�ic page 5 _� ' ' ' � CONCLUSIONS ANl] RECOMM�NbATIONS Based upon the i».dicated seismi.c enviranment at the subject prope�ty , deve7.apment o£ t}ie site �or 7.ight xndustrial pur- poses is feasib].e iron► a geologic viewpoi�tt . In summary, th� seismic environment in the vxcinity of the subject pro�exty xs one o� continuous earthquake activity aJ.ang the y�earUy E7.sinore �aul� resul.ti.ng a.n low to modex-at� ground- shaking at the site . These conditi.ons should not preclude _-� a ligh� industrial deve7,opment shich may proceed in accordance witli recommendatiozis contained hexein ancl those pxovided by the praject soxl engineer with regard to grading , founda�xon design and liquefaction potential . � Seismic paramErers given in the previnus report xemain valid and shou].d Ue ix��arporatEd into bui].ding clesi.gns . Single-story , wood-frame or concret-e tilt-up buildings are known to have pei:Eormed we].1 during the Sati Fernando earthquake of 1971 and shauld be consi.dered for the project . Removal an.d recompacta.on of upper soil deposits on the subj ect property i.s xecommended by tl�e proj ect soi]. en.gin- eex prior ta builda�ng. These are effective measures in tl�e control o� se�ond�xy seismic haxards to buildings un- dexlai.n by laose soils which are subjected to gxoundshaki.ng • '�.,; , . � �.Q��I����Q� �l��e'�.�� ����.. SUIL T�STING 84 INSP�C7'IOM rE�VIGE� F�ECOMt�1fPaUED ��R�\UING Sf?ECIFICATIONS ( GGneral C'rc�visions ) 1 . INTCNT The intent of 1:hese spec �ifications is I:a provide general prncedures in accor•dar�r;e wiLl� rurrent standard practices regarding cleariny , compa.ctiny naCural ground, preparing areas to receive fill , and placing and compacting of fill soil to the 1ines , gracles ancJ slopes deline �� Led on the availal�le plans . Recornmendations set Forth in the at� ached prelim� nary soils inves � igation report ancJ/or s�7�cial provisions are a part nf the "Recommended Grading Specifiiral: ions and shall supersede the �� provisions cantained hercinaT ��r in the case. of conflict . 2 . INSPECTIUN & TESTIr�G A qualified soil engineer shall t�e employ�d to inspec� and test the earthwork in accor•dance with tl�ese specifications and the accepl:ed pl ar7s . lt wi 11 be necessary tl�at the soi 1 s engineer or his re�resenta� ive be � llawed i:o provide ac�equate inspecl: ion so ; tha� 17e may cer�iFy �f7aL th� work was or was not accomplished as specified or indical�ed . Ii: shal �l 6e �he res�onsibility of the contractor ro assisi. Lhe so�il engineer and to keep him appraised of work schedu1Es , cli�ny�s , new in�formai; ion and dates , and new unforeseen soils canditi �ns so L-hat he may rnake these certificatiians . - -=� If substandard conditions ( quesLionable soil , poor mo� sture control , inadequai�e compaci: i �n , aclver�e w�ai�her, etc . ) are encouriterecl, �17e sai 1 enyineer' will lae empowered to either stop construction until tlie conditioris are remedied or recommend rejection of the work . Soi1 �ests usecl Lo deterrnine the degree of compacti�on will be performed in accordance witli the_ following Arnerican 5ociety for Testing and Materials tes� rneL-tiods : ,. * Maximum Densi1:y & Optiinum t�oisture Content - ASTM U-1557-70T * Density of Soil In-place - /1STM D-155G pr ASTM D-2922 and 3�17 APPENDIX ' a ' F'ost (7ffice Do:c �713:3�3, L�canclido, C� 92027 • (619) 741-52f39 ��.ry ' . � � G�]M P,���f"I�JJ�I �,,�►k��, ��'��:.�, SOIL T�STING & INSPECTItQN ��R1�1�:�� RCCUM��IEIJDEf) Gft.�UlPlu SPFCIFICATIONS ' ( Gener'al I'i'ov 'i si U►�S ) 1 . INTENT The iriten � af thesp :�►�f'c:: if i ��cll: i (��t5 i�s tn provide gen�ral pr-ocedures in accorclance �•riL-ti cu��rent standard practices regarding c� earing , cc�mp��c: l; ing r► atural gr•ound , preparing areas to receive fill , and placing a�id c:prTipacrir�g of fill soil to the lines , grades and sl �pes delineatecl on the available plans . i�ecommendations se� fori:h in the attacl�ed preliminary 5oils investigation report an41/�r spec�ial provisions are a part of the "Recommended Graclin _y Specific�tions " and shall supersede the provisions cor7tained hereinafter in Lhe case of confilict . Z . INSPECTION & -1�E5TING A qual if i ed 5oi 1 eng i r�eer slial 1 be empl o,yed to i nspec� and test - th� earthwork in accordanre wif:i� tliese specifications and the accepted �lans . lt will be n�Ce_5Sa.1"y thai: the soils engineer or his representa�� ive be allow�d t� �rovide adequa�e inspection so " �hat he may cer•ti fy that r.r,e +vorlc ���as or was not accompl i 5hed as specified or incJicated . It shall be the res�onsibility of the contractor to assist �:he soil enyineer and to keep him appraised of work schedules , changF�s , new infarmation and dates , and new unforeseen soils conditiuns so that he may make these certifications . If subsi:andard conc� itic.7ri5 ( que�i� � onaulp soil , poor moisture control , inadequate coinp�ction , adverse weather, etc . ) ar� encounl:ered , i:he soil er�y �irieer vrill be empowered to either stop cons�ruction until Llie concJiti �ns are remedied or recommend re j eci� i on of the work . Soil t@5t5 used to dei:erm-ine the clegree oF compacti �n will be performed in accordance wii,h the following American Society for Testing and Materials test rnethods : * Maximum Density & Optimum ��1aisture Con�ent - ASTM D-1557-70T * Uensi ty af Soi �l In-Pl ace - ASTM D--155G or ASTM D-2922 and 3U17 APPENUIX ' R ' F'ost �(iir� pox 2713�[�, ��r.ondido, CA 92027 � (619) 7�1-5�89 . �. . ��:r��PMI��i 1 ��1'�A L��. ...� '��i. 501L TE5TING d� INSP�CTION S�RVIC:ES 3 . MATERIALS � Thase soils used as fill will have a minimum of 40 percent passing a #4 sieve . lhey will be free af vege�able matter or other deleterious substances and contain no rock over six inches in 517_� . Should unsuitable material be encountered , the soil engin�er will be contacted to provide recommendations . � 4 . PLACING AND SPREADING OF � ILL The se1ecte.d fill maLerial shall be placed in layers which when compacted wi11 rio1: exceed 6 inches in thickness . Each layer shall be spread evenly and shall be thoroughly blade mixed during �he spreadiny to insure uniformity of material in each layer . When the mnisture conl�ent of the fill material is below that recommended by tlie soil engin�er , waLer shall then be added until the moisture conten� is as specified to assure Chorough bonding during �he co►npaci:ing process . When i.he mnis�ure canten� of the fill material is above that F recornmended by the soil engineer , the fill material shall be aera�ed by blading or other satisfactory methods� until the moisture conteni: is as specified . 5 . CUMPACTIUN After each layer has t�een placed , mixed, and spread evenly, it shall 6e thoroughly cornpacted to not less than 90% relative compaction . Compaction shall be by sheepsfoot rallers , multiple-wheel pneumatic tir�d rollers or other �ypes of ro1lers . Rolling shall be accomplished while the fill material� is at the specified rnoisture content . Rolling of each layer shall be continuous over its eritire area and �he roller shall make sufficient trips to insure that i.he desired density has been obtained . � Tl�e fill operati-on sl�all be contin-ue�d in six inch campac�ed layers , or as specified above, until the fill has been brought to the �Finished slopes and grades shown on the availat�le plans . APPENDIX ' B ' r �� '��+��'iP��Tlt]�V L/�F�_ , IPd�. � �`S(71� T�STIMG d� INSPECTION SEFiVICCS _. 6 . WALL �ACKFILL Back�fill soil shou1d consist of non-expansive sand . Compaction ` should be achieved with light Yiand-held penumatic tamp�rs tq avoid over compaction and hence cause structural damage . Wall backfill should be compacted to a minimum of 90 percent of maxirnum density. 7 . TRCNCFI 6ACKFILL All i:rench backfill loca�ed wil:hin structural areas should be compacted to a minimum of ninety percent of maximum density. �-.�� APf� �NDIX ' B ' � ;i��;i . :.r�,,. 1, . .,:`��,- Y� t';;y.�,;J. ,^�;`;v„ �'';'`^�.' :�,� r', -. � pF CAl/f � � ' RIVERSIDE COUNTY �ti���' �'��� �',,�;,�`�, ' ,,..�w... /:1 ;, FIRE DEPARTMENT ��� �a�' �*-� ,:y. � -7;`�� J � , IN C�OPERATIpN WITH THE `' " ��''�` , r�' � _.lN1���C�1., {'�"1' ! COUN7'Y��;i�� " _�_ �. CALIFORNIA DEPARTMEN7 dF FORESTRY , '."", ', _ ,�, .. _ : �i"�€•' ;:�. 'r �.-;�_-,- �, '' p irl vE�t s��"E ��� ,�.,� R.AY HEBRARD ''�n o� �' ���µ`��� FIRE CHIEF �N�,�4 ,�ji:!•'T�.. � _____ Planning 6�.Engtdeerina Office. <:,�',,,^, 4080[.emen$troet,5vite 1l �;,;„�F:r, a,,,,�. Riverside,CA 92501 . ';,;;�"'��. (714) 787-bGU6 '`iY'�;;��;: �. ' ; ,��,��1 �.� �:����; . . . . . •��f. . _ . . `� /{�////I�/{�/i . ' � � ���+�:�;0.��', L/ Y�/ '-+ � �����"t' � DATE: � �,�ai���', PLANNING DEPARTMENT „ y'1"'f'.�' I, ,:`�;;:ri ;: T0: -�,:��;� ��iM;�,,��I . " SURVEYOR'S OFFICE "'���.,g' ,.�.�a�°��, _ ;.. ; : " , �,i;;'k;;!,.,; , BUILDING 6 SAFETY +C�'�tti�`: ..11 4�1�A,�J i.k �. - . - !.; .��,;�;� ��,�M,�! �...� ��.�_ :,.�.�?:N,�,. -- �`;��,, _ �'__,,,�_��.�__ -•--------�-------�---•-�--------�^-��------......�..�_�..�_�������:�.. .� j r, ; ^ . �a���� �. �,��..� �;; The Riverside County Fire DepartmenC h�reby releases � ��� �� -' ` ;�"�'�,�;�, , T.� r �i��/�' :�� ,�: �i "'� `' �vcated st: _ �{:,, � ,�'. . �. n �'�':� . >, •,��t�,i.; CHECK ONE: FINAL R�CORDATION ;,, '��,�r��. �/ FURTHER DEVEI:OPMENT 4''��� ' r'��� '' ;;zija rt^'.y;; � . � , � � :^ P'p s:. FINAL FOR OCCiy`PANCY :�'�:?�,` -- - :��= �� ;'t .:� rv: r�; � ..---�^---�- ��---^--��------�.._..�....��..»...Y__..�---...�..___ ;� r.,!i, , ----------------------------- — 3��;.,�;. .�, , � CHECK ONE: FEES PAIb °a'�'�w��: h' ,'9a;:���a ;' . . , �x: :- . � FEES NOT P7�ID :;� ;' � , . .����� � -. •�,^��=�� ,,. �f;..��Y�o; , ,i�w:�;y Q zf you shoul� have any questions regarding this matter, ple�g� do not hesitate .,���, f , ,.;., . �;,��pG� �.. to contact the Planning and Engineering staff. � ,�?�,3, ; :��,°°:��; � � � f�Bi��`.�vr� 3; RAYMOND H. REGIS ; ,t :;;,, Chief Fire Department Planner � "� . .��,�: :�,�;.�. , :,;.;,.; ,F �,>:� ,, . � � � � � ������ � ' �� _ � ' .���1. SY �y"''��; � .. , ,I�' , �� . ��: amia , °� .. . . � � . � . ,�:: � ' . . � ' � n'4:`•+�:. � . , . '. " ' . . ;"'�R�.;�+`'.r�' . � C�-�:r�� ' ' � . . � � � . � . ,V�,{;,A,. � F Architecture Pl.anning Tx�terivrs Urba� Decigrx � - - _ .. Martinez/Wong & r1.ss��ciates, In�o September l, 1988 M� . Rod Col].ins DEPARTMENT OF BUIT.�DING & S7�FETY 46209 Oasis Street, Room 310 Indio , Californi.a 92201 R�; Log N�,�mber QO 185386 Camfort Inn Motel JWA 0525 Dear Mr . Collins : Per the ins�ruc�.ions pzin�ed on the reverse face of our plan file n�zmber st�ib, we wo�a. ld like to s�ibmit this wzi�ten reql�est �or_ a 180 day plan check ext�nsion for �he above re�erenced project. Tha.s pzoject was originally s�ibmitted�o the Ci�y for plan check on March 11, 1988 , and the allowecl r80 day plan check period will expire on Septe►�tber 7, ].988 . We have resalved the majarity af olzr plan check comment�, and are i�n a pasition to secure a �ull permit as soon as we are direc�ed to do so by Mr . Jim Lin, the project owner . Mr. Lin has been rxnable �o �inalize the cons�ruction financing for the projec� due to delays }ay his bank. Until financing is fin.a].ized , �he fi�inds req�iired foz permit fees are linavailable . W� appreciate your consideration ofi this request and antica.pate recei�� ing the zeques�ed extension prior to th� Sep�ember 7, 198�3 expiration date. If you have any qlzestions concerning this req�zest, do not hesitate to co�tact me . Si.ncerely, MARTINEZ/WONG & ASSOCTATES, ZT�C. � L � J es C. Wang, A. I .A. cc : Mr . Jim Lin '7�J1 B St'reet, Suite 44Q, ].mper.ial Bank Tower, San �iega, C`ali2urr�ia £'+2101-Si02, L;.S•A• �.cil„�' =��-�a�7 � ' � . ' ' ��G,'��. , ' � � � ' � x, , ' . � .�.���,� r� � ��� ,, DEPARTM�NT O� BUILDING AND SAFETY ' • ' COLINTY OF RIVERSIDE ; - _ , .. . PLAN CORRECTING SHEET ,; Sheet No. .— 'i � : NOTr�: �� No: _ � ; Number for an In ui This app�cation ex ires on Date � � � Refer to I.og Y 4 �Y• 1i p- � by County Ordinance 45�. ,�oa �.oc ATION � � �� � ^ � , � R]WNEFi -- MAILING ADDRESS Please make corrections to plans as listed below. , - �e � � � r c. ' ___ _.__.. __ ;: t � � �'`�", Z, - _ � -� � 3 � a ' .__ � ,� �� �:��.� `�. _ ` � � � � ; t I i��'�;L.� . 1.�- � � � ~ �-�C k' � „� .___--. � - \�� �C��C. _�� � _..-- � � � , ,' ;, �L .( � ���r I� 1( � �. h i' � �/\ .._—� i�, �� a. � . � � _; �_ �___.. CNECK,�D BY ` ' � _ �� �_`.� �u�.�.N-.-= : �Q4-2QA (Rev. 7/B4) , kE.SIDEFdTIAL COk�EC7I�N LIST �. , DEFARTMENT �F PUILDING AND 5AFETY C�UIVTY DF Ft I VERS I DE ' _1 �" � _____ .- � ��= � .. _.. _. _. ���^ Date _�__ ��-�---- F'lanchecE' N�� - ! C Owners name_��� �_.._.--._...__._ eviewed by ��15 _i<:�2C5�.�5���______ _ ___.__ Flan r � ,� �� Gammun i tY�,,.��=��=G C�L�__ Fra�ect addre�s�.`��.:1_���_�1�...��S��L.��. . NQTE= ( 1985 UPGC�IIMC�rUF'Cm��1994aNEC)��ulred. � . Fc��+tinas �-�tary frame, depth 12" intG undisturbed sc�il , 6,� thick: , widtl� ��" fc�undatian walls min. b" width . Table 29-A U�+G- �. Fc�atinqs 2-stc�ry fr�Rie, depth 1� inta undi=turbed sc�il . "7" t��ic�; • width 15" . Fc�undatian w�lls min. B" width. Table 2q-F� UE+G. 3. Cc,7�Grete flac�rs require min. .�-1/2" t�+ic�' . 5��tia» 2b�3 UE+C. 4 „ F'rc�ti•i.de� 1 %2">:1►�3" sill bc�1tG embedded in cc�ncret� �t lerst 7" . rii ��-� . � balt=_. �-r_{_, ` red per plate �ectic�n 12" frc,m each erid. c ft . r:;�-' .. apacing . -. . - . i�,n ��S=f7f UBC:. �. F'�-��ti•id� n���d�ills ar7d �ill pl�tes of fai_indatic�n g�-ad�: �rc:d�•:�oc�c� �'�� 2pproved pre�s�.�re tre�ted wc�c�d . Secti.c�n 2�1bc3 L.I�cL;. b. qnchc�r pc�sts tc� canCrete ir� � manner to cc�nfarm with 5Ectic�r� �a;-;�t; � UFG. �, F•rc�vi.de m�:�tal T ai` L �trap at pc�st ta beam. 5�ctic�n �'�riy; l.I�+C::. F. VEr�eer shall tae s�_�pparted c�n ct�ncrete f��und�.tit�n« S�c �s=;��;bb . i.J:F;i='. 9 . h1in. pier si�e is 16"x1c" by 12" bel��w fini�hed ar�.de arid 6�� �f'�"�'�' ad,j�cent fini5h g�-�de if suppc��-ting untreated wc�c�d . SEc. �`;1r�c %+ � 29s:f7e l.1NC. 1�i, Prc�vide �rc�ss sectian details G�f stepp�d fac�ting far �lt�p�d lc�ts� li Provide crc�s= �ectic�n detail af all fac�ting canditian�. � � " reCtl und�r all bea�-i��g p��-t?.�i��r�s . .,�/� I NG: �Y` �, Prc�vide cc�ntinuous s��pp�rts d� Y Sec. 2517d � UHG 5uppGrts may nc�t be affset mc�re than jai�� d�ptt� . - �3� �c�lid black jaists at ea�h end and pravide dcuble rim jaist; c.i: perimeter flo��r framing . Secti�n 25i'Sb9 U��- 1G . Pravide 18" cleara»ce under flc�ar jc�ist 12" ur�der 91rdt' �' �F`�t'.ao'r� 2516�2 U�+C. 284-192 Rev. 10/$7 1 ;jy . Design fc�r roa'f �now l�adr req4�irements: ! 4s_S F5F Elev. /'/ E 1 ev, 3�fJ 1 ' ta 3999'� = 3� pSF. E 1 ev. 4t�3i%sne ' and abave % �ict�`s�' and �bave = 5� FSF Table 23C Ft�atnate �#1 ��, Fravide tru�s �ampany rGc�f lay�ut �nd detail�d trus� dra�ings. Gne Si�c�� truss manufactur'e T s ���.n'� camplete set far each required plan. enc daing tr��e �;�d ICPO approval number c,f the quali ::y' cantrvl ag Y inplant in�pectian an truss detail Pack�ye Ca��r �heet. Sectian 251s;th 1_iL-+C 8: Drdinance 457-b4. ::;,�. S{-�c�w structu�al s�.�ppar� af raaf and/ar attic maunted eq�►iPment. �", Fravide min. c�r►e 3'r, br-8" e>:it daor. Se�tian 33�4 l�E+C. ;��, Frc�vid� draft tc�ps cr fire stc�ps in the follawing lacatic�ns. Se�tian-2��bf'��32�.,b-U�C�____..__._____�____________.____________.___.. . _. L.IC'i1iT �P•1D VEtJTILATICiN: g � ���re ft . �y, �•�-G��:ide 1liS�s c�f flac�r area in natural li , ht, min. l�f q • F��-G�vid� 1/2t�s Gf flacrr area in n2tural ventilatian- �aths req • m��'�- 1_�i� sq . fc�at apenable windc�w ar e::haust fan. 5ec . 12�f� IJL��• ;�,:;� I�»� w�i�7daw in sleeping rac�m tc� be ma:: . 44" abave flaar 5.'' sq . ft; . I mir�. Y�et clear c�peni»g with min. width 2f%s" and heiqht 24" . ��actic��-� � 1,i=s�+ U�G. ::+]. F'�-ovi.d�- net free �.t�ie crc�ss ve��tilation 1/�5i%3 0�- if,�tt�es=s as �' c,pp11 =- ::=� le. Shaw methad a'r�d ama��nt an plar�s. 5ectian 3�i"f�c UPi�. las� in the ft�l qwing lc�catic�ns �s r�q��irtd bY �=''G- .�;�. F'�-o v i d� �a f e t Y 9 � /J �.rJr.c� _........_ ._. ! ��, -- -ri.�,�i?�__._____1?c7�_.___....._ •� t i c�» �'+ ._tib �..��c. Tr�"�._�'���? -1=='�----- ` ti,:�� Fi��ew�ll frc�m flc�ar ta rac�f and/ar ceilings must be as req�._iire-d fc�r on� hr Gons�r��.ctic�n an the qarage side. D►act p�n�tratic�r�3 r�t_ist Gr_•. ri�ini:n�_im �a Q�_�aqe. 5ec . �{-f�-�+ UBC- '+H . Sclf-closii�q 1-3/fl" svlid dc�c�r required ��-c�m a�ra�r_• �'c`( d`ses�"� rdC7TE: Dc�c�r m�y nat ap�n inta a rt�am used f��r �leepinq p .. "p -� !w;r-��•Gtic�n 5u»d ar'►d 11�f4 U�C. y�, Caaraqe flt�ar �ur��1 ��jJ UL�Ct b� C°nstructed c�f nc�n--cc�mb�._�Gtib1P materials. 5ectic�n �'+�. C�rparts m�_«t be f�.�lly c�pen on twa c�r mare �ides. 5ectic�n ��:i3� � IiBC- F'iF=;F_F'LACE: ert ��Ch �ide af fireplace. SE?Ct�C�I'1 4?. Fireplace fc�ating ta ae b" larg 3is%�7b UL�C. ;-,�. Hae�.rth tc, prc�.je�t min. 16" frc�m fireplace c�pening �nd 8" b���;��•r-�d side c�p�ninq . Se�tic�n 37s:s7 k� UL�C. ��+'�' . Firebc�r: shall be nc�t le�s t�an 2��f" in depth . SeGtian 3is%�?c I.JL�C%- 28�-192 Rev. 10/87 ._ c��mpre�sUr• e Gff air Gonditianing wal�::-in tanaq roama� -Chc.w lc�catian � �,, dGGrS} hallways� 7�ti� h.IEC- .. c4. at e>:t. �e�tian 21�� �•rc�vide `� � lar,ttam c�f �tair�. �iqt�t ^rs'-1• � tc�p Iyeati'�'�9 cic�5et� and ar cGmfart �.�.�d UBC) lar wat�r far �Y�t�" t198Z drawing f��r �a m��' 5P�Gg. �1��l.;ELLANEDUS= ��hematiG l��tln9 and r.� _ Prc,vid� IAPMO system. F'ruvide �21�a UbC. Callectc�r-�• SeG�ian �,� 116 vGlt smGF:e detectar�- � e riser �• r�in. 9�� r��n for 2 ar mcr w�l l - .-;4+ 5haw lc�catic�n •, rated drY - 8�� rise� r►ith 5/� ma::. mugt be 1 ined � �•rivate stairway� r cla�et� � r•aQTE: Unde�` �tai � 5ect�an 33�ba,c & m. UbC. � �� �b��ve tre�d nC'Sing �n �t�x' �"�aY5- 3i_y„ t�� 3 � C �r,r_,;� � �t. H�r�dr �il IJ�L. lccniew a.rid pa��-cr��r /,� ge�t�c�r� 33W��+1 C,n ba wr�� ,-equir�d ir� g�.s�i�dr�il and c�p� _J 36" h��h �r e - 171 1 l_t�i`;. min. Vertic�l ��'PParts � L��.�.rd'�'a.ils rade. , ��art.. S�ctia�� �,� �,p��ve 9 thaT� 6 � �,.� i:;�l i ?u;. r.���_, ��(" t��y� 3u nC,t b� m�,r� �` 171c��/ �rh� St���� ��G,],r-�i'i O t�r�r�d�� �.il ��,mplv with G frc���7 ``►' , � �a 2�11 req��irr_�ner��� �..r.�:., ci' � Galc�.�laticns �haw �ia'�-��ci 1',-'�', P �i�o�T�it e,��eti�qY �� requireme'�ts. mu5t h� ,, ,(�,/� ` � ���nc.e►v��ic� 1�p5. C�,�culatic»� �\ �L/ r''r',e:r ra :' i n t h e P ��,1c1_�la�ir_�r�5 T�it1�: 2��f ?:: 2�+ Ci�C. g. rep�ir�t . tiC��15 i7`��C� th� ��aClY�l�5 jr�rc�.�..r�C���te �a�~rec � }r-, pen�il - ' � Cr��l-�GtiC�1��5 m�Y 1�c�t b 1�..�{�,��.i7�G�t:ic�i� . �,i�:�te: Q supp��mer-�ta.ry' � �:� r�4'i�Je t��a 5�t.5 c,f �11 Cci1G�11��1QC15 � � ted plan�. �c„ � G�,r�, ec �_, ir���l pl�n� with c. by� tr",� F �,r'i� respc,i-i_� c,, �il ;q � i�:�tut r� o rc�vide carrec�ic�i�� l��c�t:�ic�r, � Shcw i»g cG�rreGtic�n li5ts �nd/Gr calculatic,i'is �.;-; w F�,�=�t.�.rri ��r the plan� �tiaris. �1 _ [��� y...�,pG�n�ible l�n� ;, Galcul natur� rec��.iired � tc, th� P �ia . , i;ic�n_ �,�- qrchiteGt �i��l . Givi 1 ,�,��. �-�-=' C�r�g t.t��l, Er�gineer m�_�st b� �� c,f Re4istered S��nat�.�re �ratic�n d� • � C�li�arY7i� 5tamp and shaw �'=P /� ���ns �x��d cal��ilatic�r+s. =.tr�.sct�.�r�l Engineers m�«t li�ei��e- �ans, Gwners r,ame. prc�ject address. �,n the P inde;: - tt'�e fc�l lc�wi»9 title p�9� With _,_ _. ,-ia F•rc�vid� 1] rawin9� � __�__.__----�--- .. c.�• �ca1e �'f � d ra ��- __-- �-__. ..__ ._-.__ _.._..._._ ..- - tFie fc�llawing DeP�rtm�nt Clea_. ric�__--� -"- ~~ ! t�.�.�__ r��. F'rc�v}d�__.__..._ --- -�-._--- ---__-- lic��l� t�' P��L�p���ed �tr��c: e. __ - nc�t aPP u:t � �i��l�te all items whiGh a��e __.__. .__.__.__ _........__.._..... - af the fc�llawir7g- __. ._____._ ___._.______ .. c Ct1C,n details _.___._.__-.�- --_.__. _- . - F'rG�•����� �rc�s��-� __.... .__._----_._..__� - -�.� � ....._ ._-_._.. .._.._ .._- � J _,.. �n� RPv . 1Q/87 U5E RED PE�i/PEN(:IL � � �� �' .'.:�Lnn "r"J"'�' '�i i t .a. �-i .a._. i i i �' ni� i .�i' i" r_ �C�C�t.�C]'<�':�':ic.:'.�C�:i:�Cicici *x�t��>:�x•-�c-.sc�c.._ ic......7ti..-.-.�.��••'�<4tic,.xs''...c�Y>c,^'c-.-r.r.ca�---.x��7"c-ct.c•.�F;e-.k�.�'<>c���:`.�c:::::c�'cx�c�'r�t>ts'c�':::�:cic�cs�k:::c M E C H A N �` 'C A'"L F .E E S Processing � - V�NTILATION � Systems -^--Q Fans � �vap Caolers VENx � Appliance AIR HANULING (CPM) Q 1QY:--���--1�a:ss Q over 10K FURNACE (BTU) Forced Air 100K �r less over 100K �- Flc�r Space Heater 1-IpOD � Includin duct EPAIR �' ,ts COMPRESSORS(H/P) to 3 �3.1-15 � 15.1-3C � �0.1-�� L� 50.1�` 30ILERS (H/P) � t� 3 � 3.1-15 � 15.1-30 Q 30.1-50 �j 5�.1+ MYS GE'L,LANk�OUS DES C @ TO�AT� FEES >t�ti3c�F�Fic9c�t�c�Y�Fxk�'c�kic:c�c*��c��cic4c�c�cic:F�9e�c��c�c��ck:c�c�'cic::'.c�F3ck�c:cic*��c�tic�:*k:F�c�k�c�c*;Fic�F;c�:i::c'�c3c���c�k�c:F:ci:*;Yi<:Fic�c�:k:::.::J::::':::;:.:::i E L E C T R r C A L F E E S Prccessin^ � UNITS Quantity SERVICk. 1 � Z � 3 AmPs � Volts SWIMMING POOL Private/Commercia], �Service Change R/C T�PTP SERVICE Construction � Use Permit � Pole - ADllITIOVAI. FEE Square Foot @.0125 Pez Square Foot y� _ - -- - _ Square-r'aot - - ----@.U175 Per-�quare Foot - Square Foot @.0025 Per Square Foot Square Foot @.00125 Per Square Foot r1ISCELLA1�Ir'.OUS DESC � @ TOTAL FEES ie�ckicic�'car��c�'cksFje4c�r�c�:c�Y��sF'cjci:�'c::�c�'c�x*�:'.c'.c�'c��F�.c�'c�*ic�c�ciF'.c�.`�c��c�t�c�cic�e�Y�c��c�c�c�7Fs��ck�c7k��9c�c�'c�:��'c.�e�c�'c�'c��'.cic'•r�F�c��'c�c��:::<::::.:::::::::: P L U r1 B I N G F E E S Pracessing � FIXTURES � �ath Tub Q Bar Sink Q Bidet � �rnkng Fntn Q Flr Drn � Grbg Dsps� �tchn Snk Lvtry Lndry Tr � Shower Washer Wtr Clst Wtr Sftnr � Urinal SEWER � Building Waste Intercep Private � Cessp PIPING �Water � Gas, outlets Q Drainage /� WATER H�ATER vT RAINWATER SYSTETI Q VACUUPI BREAKER/BACKFLOW �. LA�':� SPRINKLER : Q ' I �IISCELLANEOUS DESC � @ TOTAL FEES �e�'r:e>:��:::�:.'cica:-lc'..'i:ick>:�F�rs::'cst�::<�4�ck�:i:�':sY��':;::c:ex>Y:::c�tis:::k�tii:i:�k�•,Yi::c7'c�t�:.:c�c�:::cx�<;c.-'c�c�:;F�e�c�c:cie�r�n�h�e::ic�'c � ': •< � ...,.,.. �:�;:x�:�:�'c>tz'c:k�F7'<sr�r::'.r;cn:t�'cs':��x�'c�k;c�F�c7t.:�'c><�'r�F:c:cs'rscs<>'e��::c�FxsY�c�ti�:c'.c��i:�'.ck';r:.'c�c�esF::st::ic�Y�cn:c�c�Y�c�c:e:e��k�'c**�c�: F� 4c OWNER (,�I� "'v/LT �N � LOG �� �S J 0 � JOB ADDRESS f- � � J V ���r���� � D/C �� - -•--- -- PLAN CHECK �� PLANS EXAMINER MICR�FILM: Lrg �m� Descriptian ,(h)/�L L ` �'GC C011E No. of Secondary Structures Group /'�'1 -�___ No. of Flaors Bedrooms�� Tvpe WI��rL T/t►�'�� �� �rtr�.s u/=.�" 5quare Ft. �c:c'.c�''.c:c�'c�::�F:F'ici<sY::::ic:c�ci::c�:'.'c:cx;c'.c�:s'c*:c.':�c�c�:::'.c'�c�c�::c��csY:c�c9c�'c::>t�'c:k�'c�r-}.-:FsFi<s:'.c�'tv`:4ci:�ti�'cv'ck �'c::�`::::F�ki:::k;c:c:::::�F�t:.:���:�'ci<k:ic;::':>: �:F�c:cxk:c:::c;c4r:r*�ie�c:e:c�>:�F�c7'e:e�'ese�k�'e�:e-1c�Y*k.-'c��YsF��'t�c�ck'.e*:e�eie:c�e�e�'e�'.e;c�e�c�'eic54�:'c4cx�c .. �c� ''-ic�F�ie�:�F�'c�'c�c.':s:;:�:.':�'c;:,'ck;:::s:;: RESill�NTIAL: C�RRECTYONS R ALS Name Date Name D��� NONRESIDENTIAI�: COKRECTIONS APPRO Name Date ` Nam Dat� Structural � Plumb/Mech Electrical Fire Marshal _ _-----.-._.�._�.1 __ . . _ _.— -� ___ ---�- -. _.w_ -�._.._. � -- -. Grading - ` Land Use SllPPLEMENTAI. PLAN CHECK FEE: STgUCT PLUMB/MECH ELEC � � *��.:�*****�r**�����*���ar��*��**���..�e*����*�*�***��������������**�r*����*������c���t**�������tt*x:.-� C'.;.�:..:::: � Ft�i=iARKS: _- :��ic>F:�*9e4e�.c;t�c::�c9c9c�ic>F�c*9e�c�Y�c4ea'c�c�c'ieak�'c�e�e�c�'ede�esf�c�e:�;r�c�':�e��c4e�e�c�c4e4c�c�,c,'c�:�F.�e9e�o'c�t4c>F:��cx�c:c�'c�e�F�9c��F�c� �:c�> >ti����Yica<�. � :��:,-4� FOR TERMINAL OPERATOR i]SE ONLY: pg�� OPERATOR �*����*������*����*�r���*�**����*���������*�����*�-��t��������*����;:���*��x�*����e�r��ti���e�;:����«r>r><�.�;;:;:;:;;: 284-5g-.Rev.l-8G /'f�- � � �7 -- -`�-" �� �Y I� - / CJ__,/ . .. ., .�. ., . _ � � `:.'ECONDARY STRUCTURES �. -- ....; _ Description Group Code � Type Code Square Feet � XXXX}i.XX�iX3i�} SECpNDARY STRUCTURES `..-_.---___._ _ Descriptian _ Group Code " Type Code Square Feet X XXXXXXXXXxx�;��XkhXX'�X�;a S�CONDARY STRUCTilRES Description Group Cade Type Code Square Feet � ' XXXXXXXXXXXXXX XXXXXX��XXXX�;XX�i.XX�ikX� SECONDARY STRT.TCTUI2ES Description Graup Code ' Type Code Square Feet XXXXXXXXXXXXXKX�iX�i?;X�i�i�i.�.�iX��� SECONDARX STRIICTiTRES Description Group Code _. Type Code _ _`... .� - __-- --Square Feet '_. __..�_ ._. _.------_ �___.... .._._... .. . X � ' XXXhhX�. -- - SECONDARY- STRLTCTURE-S- -- - � Description Group Code Type Code Square Feet ��. -- _. ' / .; : ,- -- -- .. - , � USE RED '�N/P$NCIL =�'c�:�>t>c�::�t�'c�Y�c�:::.:���-i:�c:':�;Fi:z'ci:k��'.c�c�cs:>c,'r�:c�tic�'c>'ck�tii:ic-�::�kxs:i:::k:ck�F:k�'c�'c��F��e�ik�F:�c:>:ic„�FzY�'cx:<::�ic��'r�:r:c�c�cr�'c:Y::::c;:;;;c;:.:;:::s • � ~ M E C H A ri I C"A L_ F E E S Processing � VENTILATION ��- Sy•�tems �Fans D Evap Coolers VENT � Appliance '' , AIR HANliLTNG (CPM) Q 10�: or ress � over lOK FURNACE (BTU) Forced Air 100K or less over 100K rn Floor Space Heater HOpD l � J Includin duct PAIR ts � COMPR�SS�RS.(H/P) � to 3 �3.I-15 � 15.1-3p � 30.1-50 � 50.1+ BOILERS (H/P) � to 3 Q 3.1-15 � 15.1-30 � 30.1-50 Q 50.1 MISCELLAN�,OUS D�SC @ � TOTAL F E5 .. . , , ,�_,�_,._,__, �'c�c�:�cic�F�r�Fic�Cs:>:�c��c�e�c**�c:c�F�e��st�c�c4c9c�c��c�c�c�c�t:c�c�c�e�c�F�c:c�c�c��c�c�c�c�c�i:ic',c4c::�c�c�c�c�'c3c�c�Fsk�c:c�c�c�c�r ���'c�� �cs�ki:.�cs:7' '^-�l-'�.,...., E L E C T Ti I C A L F E E S Prace ng UNITS Quantity S�:RVICE .,.-�• 1�6Q�� Z � 3 Amns � Volts SWIMMING �OOL Private/Coznmercial �Service Change R/C �'�',P� SERVICE Construction � Use Permit Q Pole • AllllITIONAI.. FEE , SQ Q�Square Foot @.0225 Per Square Foot - � Square r'oot ` @.0�.75 Per Square Foot � Square Foot @.�0'� Per Square Foot � Square Foot @.001�5 Per Square Fo MISCELLAi�I�OUS liESC � @ 'T�TAI, FEES *����������:t�t�*�������e*��:���ti�;:��t��**�t�*x*������*���*�r�*�*��*�t*��r��*���r�e�;:�����* r�����r�x����- , -�--�--�--��;:;:;:::: P L U M B I N G F E E S n� � FIXTURES �S°ath Tub � �ar Sink Q Bi ex � Drnkng Fntn � Flr Drn Grbg Dsps� Ktchn Snk Lvtry Lndry Tr aShawer Washer Wtr Clst Wtr Sftnr �] Urinal SEWER � Buildxng Waste Intercep Private � Cesspoal PIPING Q Water � Gas, outlets Q Drainage ti1ATER HEATER a � � RAINWATER SYSTEM � VACUUPS BREAKER/BACKFLOW LAWN SPRINKL�R � I rIYSCELLANE0U5 ]7ESC � @ TOTAL F�ES �e:e�Y::i:)47�CS�:i:�f�C�i(7�X�:7�C7ti7��C:>'c�4�::::<;c�'c4c::::s:�c�C::::ic::s'c�3c�'r::k�'cst::c�'c�ti��r:::F�.�F-Jc'.t:::Yi:.''c:c�r::�''.t9c::�ic.'c�c�c�Y�'c:cst;:ic�k'ie�c 'c> i<::::;:;c::i- .:::::i:;:': s:4c:ic�'c�Y�:�t�'e:F�:��:::::c�c��:F:Fsc:��Fx>c.c�'c�'c�'c;ci<�'c��:x�:�'c.c�:>:::x�x:c�'c�:�:c'.c�:c;c*aFic:c�e�csFsF�.'c�cic:rt.�F.�e�cic�e�c:c:r:c�:�k'.cic:c '-':�ti$c::-' .:7':>:�c::..i:::'. OWi�IER G a 2T Z0� �� g � � JOB ADbRES5 i► � � � �1'� � �5�� D/C � PLAIv CHEGK �� PLANS EXAMINER , MICROFYLM: Lrg Sml Description d L FCC C011E No. of Secondary Structures �__ Group . � No. af Floors �� �edrooms Type ��,��_ 5quare Ft. kk�:s4::�iex�'c�Yx:c�cki<�'c;k;:�c�c�c�t:c:c�:k�'c.'c::�c'.��':�'t�::kh.'e9c:c:c��c:c;:��c>'c�c�Y:F*,'ci<::s:-.`.�'csti�4�:�::c�c�49c�:::ic�F�Mkt.::��:c::r:`.::�Fic::::.�c)�cl�]ti)�i:747�c3�C.'::Jr;c:'::: t sY��:c:c�:>'e�ck:ck:::e4c�'e�':;c�kx9c�rk�c:c:tsc�c�F'.c�Ck��ic�4:e;e4c�'c.-'cx::�t�tic�csY���c:ck.°.'k::ks'c.�c:�::cstsr4e�c.-l-:::cic:k��'c�c��c�c-lc�e���:�t�c�:;;::4�'e�'c�'c�'c:.'c::;cs:�:::;::: RESIllENTIAL: CORRECTIONS APPk�OVALS Name Aatie Name � Date � � T� ��� NONR.�SIDENTIAL: CORRECTIpNS ROVALS Na/�-C-G,....❑ Da t e N Da t e Structural � - Z� Plumb/Mech Electrical � � Fire Marshal r . _.. s.. - _.___ �-...-- - ,.._�. - - - - Gr-adin.g.... _- -- -_. _ __.. -..:_.... — -- Land Use SUPPLEM�NTAL PLA23 CHECK FE�;: STRUCT PLUMB H LEC ����**������**�e���**�*��*����������:�***��* �*����� � ������r� ��������������r�*�r;:���r:x�:��:�4����::�;:;:;: kEi�iARKS; , -r-r. ��c�'csF�F�e�e�c::�F�tisk4e�e��'cxic'.c�e�c�:�e�c�'e�c�e�e.�ek�c�e��c�e9e�F�c*.'e�e�ctic�c�'e�c�c�e4e�'esr�c:ckic�'c �'e�c��c�cx��ck:tk�e9c�c�t�Y*�c ic�'c�c�tst *4c:Y� - ____` FOR TEI2MINAI. OPERATOR USE ONLY: � � __ ��`�__ DAT� � OPERATOR _--..- - kk�'c:k9c�Fk�t�c�F�cs't4c�e�ek�e,�c�'x�c�c�Fx'�'e9tsti�Y'x�t4e�'c'�F9e��cx'�r�x'�'t*�e�t�t�c�'c >'c�Y�'t�e�c**.��'�t�rx'�'r�c.-ti��t-.`..''e4c�cr.c4e9c�: �'c ;rs'��c� " .--.---_ . 284-58 Rev.1-86 . .::�, --- _ .. _ � � ; , � fi �. SE,CGNDA$Y STRUCTUR�S . � Descrai.ption __. .� ._��� �rl ---•—, , ._.� Group Code „_ ,., � _, _" __ �'� Ty�.e �ode /� Square Feet _ . . .,_"� ��._.� �.�._. ..�._� XXXXXX xX x xxx7tx����XXX���h����� SECONDARY STRtiCTURES Description Group Code Type Code Square Feet � " X��XhXX��: SECONDARY STRUCTURES Description Group Code Type Code 5quare Feet - ' _ \ XXXXXXXXXXXXXX XXXX��XXXhXXXXXh��i�;�X� SECONDARY STRUCTURES Description Group Code Type Code Square Feet XXXXXXXXXXXXXXXX�iX?:X�iX�l�i}��.Y� ' SECONDARY STRUCTURES Description Group Code Type Code Square Feet CX x;XXX}�Xg �XXxXxxxxxxXx�g��;���, SECONDARY STRUCTURES , _� ' � Description Group Co�e . Type �� Square Feet - v ' � APPLICANT NAME 1LF,Mq LUG r PS DATE , � �� � � � WANG , Jr���1�s � n'?1 ; �:� 11%p�:�s.� ' AODRE55 /�� lIBII c����i�uc;i'EGOP ca �2 i o�. BIJ I LC�I haG REU EW �i2 - %' JO�SITE A�OFESS:SPACH Sw'1 7 � Q 27338 JEFF�RSON BUILDIhIG CITY/COMMLIMTY:STATE/ZIP �� G TE��IECULA Ca 9'�390 S. M. I . P THS� . 8�K PAG PRC C TWN RNG SE 5 pLUMB I h!G ��� � � � 910 20Q 056 1 TRAC7 LOT MOO 56 � 02���o-oa oo� � 7pAGY NAME � PP 102$3 � OWNER NAME ILF.M11 PHONE• LIN , JAMES CONTRACTpF•FinS�NAME LICNC✓ R C LISTER CONSTRUCTION a�656 ! G,7 A��f7E55 �� O 3365 LAK�UIEW TERRACE CITY/CaMMl1NI7V;STATE/ZIP /Gi � ESCONQIDO Cfl 9�d�5 - PHONE{+'� �y {y BL�G,INSPECTOR FINAL�AYE � .. ��V'��U�—��U� + ARC/ENG FIRM NAME WCNC A � A�dRE55 . . - CITY/COMMUNI7Y/STATE/ZIP PHpNE f PLANS EXAMINER APPROVE DATE - � USE OF PEFMIT TRaSH ENCLO�URE BL ZAN FSB SSB S56 R58 OFG TOTA : ��n . ry 025 013 U68 054 RAN ` ` FE CA CK NC COl1NTE 8.1, � O L, ,T. � ZONE ORD� LOT 52 END SIOE �' CPS " r 27339 JEFFERSOM , TE�1ECULA CA 92390 48 � �94 D�OS t�1 U L T I P L E P E R M I T BUILDING TQYAL FEES $�� • �� _ , Ualuation : Curr 500 plan Review Fse 12 .75 �F vf Flaors 1 �k of Bedrooms �k nf Rvam� � PR I h1ARY STRUC7URE: Desc: Wr�LLY Grvup : M-2' Typ e : Wr�LL Sg-Ft 280 Occueancy Load 0 Rate 2 . OQ Valuation 56� SECONDaRY STRUCTURE�; BUILDING FCC CQ: 9�D TOTAL FEES �17. 00 �k of Flovrs 1 �k of Bedrooms �k of Rooms PRIMARY STRUCTURE: FCC CD: 900 Desc: WALLY Group : M-2 Ty e : WALL Sq-Ft 280 Occupancy Load 0 �ate 2 . 00 Va1B�ilding Fee �6n 17. 04 � PLUMBIhIG TOTAL FEES �12 . 0d - Ktchn Sink D La�ator 0 Shower 0 Washer U Wtr ClaSe� a 5oftner � Fee p • Q� Urinal 0 �ee 7, 5� Rainwater System 0 Vacuum Breaker/8ackflow � processing Fes 4. 50 �. FILE COPY . - FORM 284208(1-97) .. ' . Y � . �C4;� PS �ATE , �� APPLJCANT NAME ILF•MI) 1 e-� r �1! ��,,•�.]� �, � S � � c� �ar�� , ��r�E� nooaEss : iiJl �+g�� GTV/COMMUNITY!STAYE/ZIP EU I LG I NG RE�� E� �l� • F '� �HN C�I EGO Ca �?2101 J277338Eyy;5FA�e JEFFERSaf�l 8U I LD I h1G �17• Q ' CITY/CDMMl1NITV/STATE/ZIP �, �, T „ P TAk �� • � I TEI�1ECULA Crt 9239 0 � � � BOK P.4G PRC C TWN RNG SE 5 PLUf�1B 1 NG �1� � � � 910 200 �5ri 1 � TAACT LOT MOo SB ' Q216%0-�0 DO% TAAGT NAME ' � . - � PP 10283 � OWNER NAME IL.F.A111 PHONE� L I N , J AMES CONTRACTOR-FlRM NAME UCNC� R C l..I 5TER C�NSTRUCT I ON � d 2 0 5 ci / �� nooaess L7 33n5 LAKEVIEW TERRACE � CI7Y/COMMIJNITYi5YA7E/ZIP /G � E�CONDIDO CA 92025 -. pHONE N ELpG.INSPECYOR FINAL oATE ooQ—aoo—aoao ARG/ENG FIRM NAME L1CNC# � A�OF1H55 � � CIN/COMMUNITY/STAiE/ZIP � � . PHONE r PLANS ExAMINER APPROVE OATE ' ' ' 11SE OF PERMIT TRASH ENCLQSUR� 70TA , e� zoN p25 01� Oh$ 054 �RAN �E • 5�+2 . 2 = � Cq CK NC COUNTE B.I. O L .T. � CP,7 NE ORO• LOT SZ ENP SI�E v r� r 27338 ,]EFFERSON TEMECULA CA 9239 0 � o � �� ^ ' O "� � �ppg M U L T I P L E P E R M I T BUILDING TOTAL FEES $�� • �G , . Valuation : Curr 5�d plan Review Fee 12 - �5 . PRIMARY�STRUCTURE�f Bedrnoms �k df Roams Desc : WALLY Group : M-2 Type : WALL 5g-Ft 280 �ccuean.cy Load 0 Rate. 2 . 00 Valuation 56a SECONDARY STRUCTURES= BUILDING - FCC GD: 900 TOTr�L �EES �Z�- d� �k vf Floors 1 �k af Bedrooms �k af Rooms - PRIMpRY STRUCTURE: FCC CD: 900 qesc : WALLY Graup : M-2 Typ e: WALL - Sq-Ft 28� Occupancy Load 0 Rate 2. 00 ValuBulldYng Fee 56� 17• Od PL�UMB I NG TOTr1L FEES $�� • a� Ktchn 5ink D Lavatvr 0 Show�r Q - Washer � Wtr Close� 0 Softner d �ee D. OD ' Urinal 0 F�� 7. 5Q Rainwater System 0 Vacuum Breaker/6ackflow � processing Fee �+• �� �. FILE COPY � - FORM 284-208(1-87) . . . _ :. . • - � -;,,;.,.,��.,�o,,,,.��,,�...,,,e APPLICANT NAN•E ILF,MII 4U�'� PS �ATE �� � �� � � � �xiHr�� , JNt'1E5 7018���s lir�r�s{�� nuoFess .%��. : � . . �, c��HhJMUDIEGOP CH 9�1n1 BUILGING /� �2 99�, �.� .IO851TE ADPFE3SrSPACE �, M. I . P T�l� 27338 J�FFER�ON ��1 . `" GTViCOMMUNITV;STATE/ZIP ���a � l� � TEI•1ECUI�A CA 9239 0 �LEC'T'R I Cr1L BOK P� PFC C 7WN RNG SE S MECHAN�I C�AL � �� ��L9 • � '� 47.0 ��a 056 1 . � 7RACT �or � Moo sa PLLJt'1B I NG $1 � �49 • n ' _ o�1Q�a—ao oo. TRACT NAME � � PP 1.�283 O�NNER NAME�LF,A111 • PHONE/ ' LIN, �ar��s CONTRACYOF-F�,nN NAME LICNC+ P. L I�I�TER C[]NSTRIJCTIQN o2b56 A R 55 ��c5 LAKEV I EI,J TERRACE CITV�CbMMUM1'ITV: TATE/ZIP � ' ESCDNDID� Ca 9202�i /^ . . � � p�.�p E x EL�G.INSPEC70R FINAL bATE // �/`/ 0�0-OQO-0�00 r v �r,t� � ARC/ENG FIFiM IJMAE 11CNC� - A��RESS CITY/COM MUNIYV/STATE/ZIP - � PHONE M PLANS E7(AMINER APPROVE DAYE ���FP��1 COMFORT INN MOTE� s� zoN �q ,�5 s ,�s 6 �t o� TOTAL � $6 ,�1� . � ' �L� U�7J UhS U��1 tKF�N FEE • � - CA CK NC COIJ TER .I. COUNYER LU.T. C P�ONE GRD� LOT SZ EN� SI�E �' !ti / 27338 JEFFERSQM �� TEMECULA 92�90 n r � �.� s �9 �. 00�8 �,�j 1 M lJ L T I P L E P E R M I T � � BUILnING , FCC CQ: 213 TOTAL FEE� �2 ,994. 2� Valuation : Curr 734880 Old 623547 U�riance Review Fee 249 - 7�a Pf2IMARYpSTF2UCTURE f Bedrooms �kFCC CD�m213 Desc : MOTELS � Group : R-1 Typ e : U-N Sq-Ft �7663 Qccu ancy Load 0 Rat� 23 . 70 Valuation 655613 SEraNDARY S7RlJCTU�ES: FCC CD: 434 Desc : PRGH Group : PN Typ e : . V-N Sq-Ft 8257 Occupancy Load 0 Rate 9 . 60 Va1SUilding Fee��2�744.5Q ELECTRICAL T�TAL FEES �5�� - `�% - Other Fee : 50p� �q--ft HOTELS . Q125 / Sq--ft �ee 112 . 5� 15000 Sq-ft HOTELS � . Q175 / 5q-ft Fee 412 . 50 7663 Sq-ft HOTELS . 0025 � Pqoce�5ing Fee 54. 5a ' M�CHANICAL TOTflL FEES �1 ,9�`� - ��' Ventilation. .5 �tems 0 Fans 76 Evapcoolers 0 F�:e 3�+2 . 0� Uent : �pp liances 3 Fee 13 .5Q ,Furnace : 1DUK vr LE55 8a Qver 100K 0 Fee i2� - Qfl Flvor 0 Space heaters � F�e 6 . �i0 Hood : Including Duct 1 Repair units 0 COMpRE�50RS: . 1 - 3hp 80 3 . 1 - 15hp 0 15 . 1 - 3�hp 0 Fee 720 . 00 3p . 1 - SDhp Q Over 5ahp 0 BOILERS: . 1 -- �hp Q 3 . 1 - 15hp 0 15 . 1 �- 30hp 1. Fee 123 . 00 � �� CONTINUED dN NEhT PAGE �� FILE COPY � FOFM 284-706(1-87) . ;,;,,, „. e,,:;.��,,,.o,,.o . . . °. . LOG+r PS �ATE "ii►�i��`';�,E,aHr1�� ,�01����� �i,�o�;�s ' 4869J � ADDPE55 i�1 � c��HhJMCIEGOP GH 921�1 , _ k3UILGING �2 ,99�+. '�'- J09 51'YE AOOnESS/SPACE �733$ JEFF�RSON S. M. I . P TAX 351 , �+� GTV/COMMl4ti'ITV:STATE/ZIP TEP�1�CUL� Cr'� 92390 ELECTRICAL �580 . '� BOK PAG PRC C TWN RNG SE 5 � 91� 20� �56 1 MECHANIC�,L. �� ,`��9 • �i� . 021b%0-00 �OOr Moo 5a PLIJi�iBING �1 , 149 , � = T17AGT NAME PP ...10283 �L I�IA,��JMflME� PMONE.. CONTRACTpR-FIFM NAME 11CNC+� R C LIST�R CONSTRUCTIOhI . b2656 A°��p 5 LAKEU I EI�I 1"�RRAC� � ESCOND IADi�P� CA 92 025 • - �� PF�O�E��O O n�O a M1 Q BLDG'INSPECTOR FINAL�A7E /� ��� U ll 4 V l " ARC/ENGFIRMNAME UCNG+I� - AODRE55 CITV/COMMLJNITV/$7ATE/ZIP - �- PHONE+ PLANS EXAMINER APPROVE�ATE = "��FP���7 COMFORT I NN M�TEL �� zoN ��5 0��3 0�"n$ �''�-�4 `�a N TF�EEL : �b ,711 . 1 � ONE ORD� LOT SZ EN� SIDE � CK NC COU TER .I. COUNTER L.U.T, CP� X + � I 27338 ,7EF�ER50N TEMECULA 9Z39� � , �� ��� � � � ��1 O�dB �,�j 1 M U L T I P L � P � R M I T / BlJ I LD I NG � FCC CD: 213 1'OTAL FEES $2 ,994- 2G � Valuation : Curr 73485� Old 6235�►? Vari�nce Re�iew Fee 249. 75 �k of Floors 1 �k of Bedrooms �k of Rooms � Pf2I MARY S7RUCTLIRE: FCC CD: 213 DPsc : HOTELS Grvup : R-1 Typ e : U-N Sg-Ft 27663 Occupancy Load Q Rate 23 . 70 Valuation 65501.3 SEGQNDARY STRLJCTURES: FCC CD:, 434 Desc: PRCH Group : PN Typ e : V-N Sq-Ft 8257 O�cupancy Load 0 Rate' 9 . 60 Valuation 79267 , - Building Fee 2 ,744.50 � ELECTRICAL TOTAL FEES 5586 . 9: - � Other Fee : 50p0 Sq-ft HOTELS . 0125 / Sq--ft Fee 112. 5a � 15000 Sq-ft HO7ELS � . 0175 / Sq-ft F�:e 41.2 - 50 7b63 5q-ft WOTELS . 0025 / 5q-ft Fee 57. 47 Processing F�e 4'. 5a M�CHANICAL TOTAL FEES �1 ,424 . 5'� Ventilation 5 stems D .Fans 76 Evapcoolers 0 F�e 342 . 00 Vent : �pp liances 3 . �e� 13 .5Q .Furnace : 1UUK or Le�s $U Ouer 1�OK 0 Fee ?2� . 00 Flaar 0 Space heat�rs � Hnod : Including buct 1 Re air units 0 Fee 6 . 50 COMPRES50R5: . 1 - 3hp 8� 3 . 1 -- 15hp 0 15 . 1 - 30hp 0 Fee 720 . Ot] 30 . 7. - 50hp 0 O�er 50hp 0 . BQILERS: . 1 - 3hp 0 3 . 1 - 15hp 0 15 . 1 - 30hp 1 Fee 123 . 00 � �� CONTTNUED DN NEX7 f'AGE �� FILE CORY - � . � FOFM 284-208(1-87)