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(q�Q) 476 ( ( � � - , � � - _ : _ ._.__ _ _. _ ; , � � � _ _ .. _ � � � I U�C7 . - , ���� � �� ( ���� � � . �� .'`r� C1�e�: O � Pr� e�t � � _ _ � � _ � . . . _ � � � �[ ;]� . � l�i' �1����. . ����� ����. � l, T�1� ��4��C�1S t111���` ��1� ��Q� I11��S7.1c��1t�T1�� BU1�{�111� COC��: Tlxe �eneral ca�ltractor e cou�r ` � � � . � � � � s�1a�l be respc�i�srb�e for s�ti�f���i��� all appl�c��le cades and obtalnln� a�I perin�ts a��d �i s�,�„e�� �,,, � � � �e�uired a��ro�r�ls. AII,��ior� n�ust co�n�l�� ���ith the current co�e. ,�i.� �m�n��a �c�,ai p�at . � � � p The pro�ased pr��ect is Lo�B i�� the Step���ens Sub�i��islox�, Ta��fn of Vail; parcel �-2. , �i.2 �UrVey � ���=io� ��� �"' `.� T�� ����"�SS IS: 275� South Franta��e �.c�ad. �Iest. �. L}4 11Qf SG��� dl'c�t�1II,�S. : fi�1.3 Nydro�phere Floodpiain _ � C�t� - . . �lae p���osed �raject���as �a�t �f a�. a�nel�ded final p�at an� floodplain inodificatiol� dated ,�i.�- ����t��;g �o�.Ume�,t� � � . . . . , . . • . , ; ' _ 5ite Dac.��ment5 �f"=20' �:�?�'ll:��, �{��}� �13� ��?p�`{���� ��� t�.� TC?t�{110� ��1�. The�.00d�la�.l z��a�.�'�cat�on resulted 3. ��l"l.��r all d�menslons, con�iti�ns �nd i�tilit�� �OC��1t�11S �7rI0�'�a ���11�TllT1� �i1�� t�r4l`� QT' A2 (f-� � � � r f , � , �. j ,42.1 �ite plan/Grading Pian �.�""'4 '� :� fro���i a st�l�� dane b� K� drosph��e R��o�u�ce Co��stitlta��ts i�� October Qf 2005. The study �rdexi��.� ar���, l��ate��als. Natif}: architectlen��neer of arz� co�flicts oi dis�rep�ncies in the � -.: /�2.2 Land�cape Plan � 5ite Lighting � �`'�. i�.entified the ar�as of'Lc�t B tha� ���ere to be filled and t��e area tl�at bec�.ne a spill��fayT fo� �ocurner�:�s i�nmedYat�1�;. ; : �42:3 Development 5tandard� � � . . , . . t�l� r��Ter because af the I�in�l�lill�IllC�. �I'1C���. _ '` r42.� ' Variance ar�d ,�cce55 i�e ve�t5 C ,. , ; : . �. . _ , .. .� �. Pla�� d�n.�ens�o��s are to face o�stud, ce�terlt�e of steel; t�mber, stud columns, ar face of ,�3 ��ans _ _ . ,. - � : : , , . L��a��=�n� �heets A1: The s��x��e �s ar�.d tl�e a ra�xals for t��e ro osec� ro ect. - c�onclete u�.less othe;����e ��Qted, Se�t�on a�1d e�e��at�on dXra�enslo�zs are to the to� �f �,�.i ����t �4�Qr r���ri �, � �p � .� � J . , ��ancrete to of 1 ��food, or to of�.�all la�es or bea�ns unless otlien��ise noted: ��.2 �e�ona ��oor P��►, . � } � � � � � � � � (� C� � ; , . i oca n _ ` , : , � , : ,43.3 Th'rd �f r Pla D�a��Frn� Sheets�.?. The site lans � � � .� � . . : . : � .. . . . . '..' �. . " .. r- .. . - . . . . .: � .. ... . � - .: . . . . . . . . � . . � . . . . . � . . . . . . .. . . 9� � _ �: Re�er�o �loor lans far daor l��atio��s �nd szzes. _ _ ��.� �.00f :���n .��;_�� � � ���9 _ l� C _ , , , R4 �levationa . . . . . , . _ _ 1 ,t - , , . . Th� r� ect �s �r�Ided i�zto t��a xo er�zes. . . . : � �'c���� �� ��-��� j � .� � � , : r _ .� A�4J North ana Ea�t �levatlon� ,. , _ b. R�fer.ta floor lans for «�ndo��� locat�ans, Refer tc� «indo�� schedl�l� for ���nda�� _ �,�.. . . . _ �11��111 �.e�I�.��C� �t ���� S ,�, �7r�'�. ��IO�t'���,��.C� ��Q.S :.�. �.�c��eC�.:��x���. � , �4.2 5ovth and YJest,�ievations � � , t�} es. _ F1TS�F�C►aT': �Q� St�.f�. ��'+.�.�. � � r45 �eGtionS �Ar� . � �ecolld Floor: �293 S .ft. GI�.�A . . . . . ,�S.I section5 ��vr��� a�. �o.os � � ��� : 7. Pro����.e all nec�ssar�- �lt�cl��nQ in stu�. ��alls and cellm s. — �� � �� �� . T , . � � t�5:2 �ection� ������ o�, t�.o� �8 sc�.ft: �rR�'A-roaf o�c�er�lang _ ' �; ��� � . ��. : _ . 7Q i�ou�t�Ai a"t.24.0& . Th�r� Floo sq. � �x , - ry �. Tl�e �eneral contra�ta�- and subc��.tractors shall fiel� coordinate and obtaln appro�'��S 5truc�turaE Drawinc�s: y cor�irr��� Z'(}tal: 271� S ft. �`TR�'A �� froln the archi�ectlenginee�before an�� cutting, notcl�ing, or dr�llin� or any cast-in-place 5� �pe��f��at�d�,5 -rov �i uA� v� oq.o�.a� ' EHU Re�idel�ce at�1200 sq.�'t. GRFA a��� �0� sq.ft. heated gara�e� . 52 ����da��ari �ian : stiuc�ura� fram�n� or an�� other s�ructt�ral ele�nents ��hich�nay. affect the concrete, � ._ ���MZ-r�p����►�� o�. �o.o� 5� . 5ec��nc� Floor �raming Plan � - , , � � . structural inte�r�t�r af the canst�uctron. � � � � � - : � _ 54 LaF� Levei �ramin� Plan r*� ; . _ � ��rMJ 55 Roof �ramEng plan ����' � � ���� i ' � 1 11� 1T1�' �M�� � � �� 9. Th� �e�eral cont�actor shal� ��ez�f�� a11 e�ist�n� grades and scale out t� e bt d � 56 r��tai�5 � '"�"` ; ��. : . ; foo� rint for the �rchitect and o��=��ers a ro�Ya1 prior to be�innin� an� s�te y�ior�. All � � �� ������ � p p� � �7 L�etaii5 �° � ; . _ ,��.�,�������� .��,v,� canstructiol� is to fit to the appro��ed To��{r� of�1ail L�esig�l Reti�7ie��� and Plannin� and � . . . . _ _ : Ei2�t'1T'4T1.117.�I1��� C411�.1111SS1C?l2 C�1'�I'4�111��. ElectricallMec.hanical De�i n Intent : ' __ , 9 _ � � � � � � � , �/M i �ir�t FloQr i�lart � . . . � . . . . - � � . . � , � � � � . � � .. � � . _. . . . .. . . - . . . _ . . � � . � . " � . . . � . . . � � � � . . . � . � . . � �. . E 1�. The �eneral c�ntractc�r an�. alI subcontractors shall zna�ta�n the re�o�uzed standards E/M 2 �.�"E:GC?nG� FJOC7t" Plan ; :. . , �€��� � � ����� E of care for the lz�dustr�� and shall pro��ide all.labc�r,'znaterials, tra�lspartatian,_supplies; �/M 3 Third �loor Pfan � " : , . � ���� �� ��,���. .. equ�p�ne��t, etc to co�npl�t� the�ob. �-3 _ � � �. � , , � . . . . . . , _ .. . . . . . . . ,. . . . . . . . �. � - � , . , , � � . , . . . . . , � . • : . : � �/� ����������������/f�.j ]�� J f� ]�. /� . �: . . . � �: .I'�..1��1 .d.i 1. 1' ��� ��.L�.C�I Ll „["�l . � _ . , . . . . : . : � � _ . . 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A RES`UBI71VlSON : �Y ..._ _„ . , , . . , . , , .APf'RClVEO NUMBER OF Llt�tTS Oft GR05S RE�#t?ENI#AL F4,qOR AREA FOR EA . . , . . � � w �. . . , . . . . . . . � ,.•» . , �� . .. � . WHlGN ARE �i?'Ft•1�SHOVYN ON 7HE �INAI..PLAt QF` A RESUBD1VIStON 4�` PARCEE. B. - . . C!� PAR�El. B, Si:G:�A RE . � �, . ;. ��t . , . . . : :� . , . . . , �t��� . � . � _ � . . , , es�"� .f � AMENQEQ �Al.AT ST�RH�t�� Sl18DtVISCt2N, REGE7RDED A'C REC�P�tON No. .758fi78. . . � ,. . �,�„ � ;��1� .�w � . . �� . . . . , , , . - ,�' •, �� . • . . . . � � . A _� AIVb D.0 H� 8Y ACCEPT 1'H� RESF�4NSIBI�.i1'Y ��� . � � � , , . :i . . . . . �� � . . . , A SUB�lV1SipN ttJ 1'HE 'fOWtJ QF VA3L., EAGL� C4UI�7Y, G4L4R D0. N . • . _ � � 4 � �'t}R ZONING PUf�RO�aES;�TNE At�IQWASLE QENSI`{'Y:�OR TNESE PAR�ELS.SHAI,l. 8E'BASEa . '� .. � . � . . FOR TH� COM1'I.ETtON OF REQU1f2ED 1MPR4VEMENTS: Ak�p. DO �t�RE�Y t3E�fCATE AND SE`f APART Al:L OF THE -� ' . . . . . '�� . , . ' ��• . . - � �N 12 270 SQ,F�'. Q.2817 A�RES' � AM� AND � 11PON A �tiILpABE�E AR�A. OF NO L�SS .'iN. , { ) . .. . . . i . � . . ,,< .. � . ,..�-- r� .w., , �' . �PU�LIC ROADS,ANf? OT1=1E#2 AUBLIC 1MPROV.EM�NTS ANt3��Pl.AC�S AS SNOWlU' ON "ftt� A�CC3MPAt�XING.,PLAI'$ 'CO THE' . . . ,� • . � . . : . � � • Y DEDICATE TH4SE PO#2714NS OF SAfD Ft�Al. PRQPER7Y WNICH . . - . . .� . - . , . . N pOES HERE� . . . 7 P IC F REVE� A D . � .. .. � , � . USE pF` FtE UB�, q , . . � , : � � `,V,. �' . � I . 5 �QR ZONthi� 1'URPOS�S FAR�EL.'�9 AND PARCEL. E�2 SHALi. BE TREATEU AS ONE �.4�i', . . �,� . -�-���' � �''ti . - _ ME�IT Oh1 THE ACCOMPANYiNG PI�AT AS �AS�M�NTS FOR 7HE PURPOS� SHt�WN H�R�C?N; . . _ � . _ . . � . ' �'" �,, ' .ARE INDtCAI'ED AS EAS� , • . ,,.'' �` ,.,_,., .{ . � i T T INSTALL ANU M'R!{VTt�IN�NEGE55ARY S'iRUC7URES T�? THE"Efi�iTlTY , .��. . .w.. �. . _ . �, _ I . {}M "T €'!E OCATi N t7F GORE CREEK aN , AND DOES HER�BY GRANT Tt�f� K Gt! 0 � _ � . / • ' . S THE 5t1. STREAM S�TBACK WAS C1�RIV�D FR H� Lt? l. 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AS SH�1WN ON AN APREtOX1MA"� 1Q0 YEAR WATER St7Rf ACE .� i . ' '�,�`� ,,.*'"� � � ' R ` , � DRAWfNG 8Y P�AK U4ND CClNSUI.TANTS DA?EO 05/30J01. ` _ _ � �,,. GRAPHIC SC.A. . CC N : . . ? i""� «,,�'""'. I ; - . , + ~ � C�t�10tT10NS MAY lfA1tE CNANt�D SINCE T�1E '��iE 4F THE S`NDY. WNiCN MAY •, t ,��v ,,• , .. , 3 ,,.'' . � . , F(}1JN0 �lo, 5 REBA� � AS SHQWN. . - . . , 10 0 �5 10 24 ki(�}i�Y "ME F100D #LANE : � .- , WSTM ALUMlNUM CAP QTH�it F1Q0t) PLAI�tE STtlD#ES MAY 8E IN EXISTENCE.OR NAVE BEEN t)OA1� SINC� � : ,,,'' � . i�1 . � � ': (tLLEGlSLE) � � . "tElE T1ME t7F TNIS StIRV�Y. 7'HE �'ftOPER GQYERNING AU'�NORIilES SNWtD �E . , �,,,r � �J � . C{�NTA�TEO. . � � . , � { 1N FE�T � ..� � � �. � FOUNp Na» 4 REBAR 1,'inch = 10. ft, � : 6 E X 4 S�I N.� B�f I L Q A B I E A R E A P A R C�l� B-! � 8 4 7 3 S Q.F i' 7 8 3 1.1�-''`f ''f � y �, �508'28'45"W - 3.93' � ` . . EXISTIAtG fiU1LDA8i.� A#2EA PARCEI. B--2 = 6463 54,�1; �„,• � . . ` ` F#20M L03` CORN�R) ' . � .i'"� � i, � ' ' ' • , � , ? �EAK UWl� S1IRVEYING. 1NC. DtD NOT RER�4RM A 717t.� 5EAl2CN t�' 't�l� SUBJECT ✓ . � PRQ�'ERTY TQ�ESTABUSH OY4NERSHlP� EASEMENIS QR RtGHTS-UF'lWAY OF" RECORD. r,,,.•�''� � 783U.4, , � ' ��coan Qacur��r��s unuz�o N� �fs �a��at��c Ma� v��� �avv�r��u ex �r�s�r r,,,- . -,,,- ' , ...� f •��� � A�c� �����rac� �nn� eor��,a�r, o��� r�a. ��.�s�o7�a�, oa�a �, zoaz, a�r ;,,.- �� -.." ``�-- .-�.,, . . . �;o,a �.�.. .- _ -'' ti � � � � ' _ . . . _ �szs,s . . � . . � . , -�` .� � �"""",,,.,.�,,,,��7 , . "~�- ..,".`. .,,,�,�. .;,,,,., � e� �c�-ncE: _ $3p �� AGCORCNNG TCt COL�RADQ l.AW YOU MtIST Ct�uulMEbtt� RNY t�,ACTlON gAS�D _ V,�N�" . �... � � : . --�,�. T iN I�1iS SURVEY WliNIN TFiREE Y�AftS A����'E' FlRST �Cp�" ; � . '�'... �'- 1 . . . • . ': '�."" �.. S - , UPON ANY �EfEC "� . . OiSGQVER St1C�i t?��'ECT. tN Nt?..EVENT. MAY AI!!Y.ACTiQN �BASEU U ON ANY DEFECT �C�.-' _. 1 � �,�.� , : ; ' . "�. :. IN TH!& SURV�' BE COt�tMENC£D �tOR� 3NAN TEN YEARS.�ROM `iHE DA7E 0� , ��,p.t3 . �,� , . . . � �7��`"- 13 Wt�t EiEREtSN. : �•,�„E� /' ' - �; � , _ . " CEF271�tGA1'�Ut3 SHO ` `� '� ` , , � . '� . . . .. . : � � � . � ��� ��, � +,,,.,,,e , . _ ' ASPHA4.T � �`' . . � ' . . �,,••' 3 , 4 DR1I/�WAY f 7828.2' , � . 7829.7" ,,"""� /' (� �. . _ � .. . SURVEYOR S CERTI�SCA'fE� �`{"`' � ,,,,�.�- ` � � ; _ . . 'ti � ... , , a� GORDON S� �'AG�. �A F'F20FESSt{7NAL LAND SURV�Y(�R REG{STERED Ut�DER TFiE LAWS OF � . MANHQLE _ ��' �� , ` . TH� STA1E Q1= CO[.QRAQQ. d0 H�REBY �ER71FY Th�AT TNIS 'fOPQGRAPHtC MAF' WAS `,,� .; e t ., � .. .� � tON'' AN � � �``"`.., MAqE �Y M� AND UND�R MY 5UF'�RYiS . D 4tt�ttt�i CUf�ATE ANp f21M El..EVAiiON � 7819.{t / �C. . � , . � � CG�RRECT,Tq 1'Ff� BE�T.C}F MY KNpWLEDGE. . ��1��� � ��� G � �s`` _ ` i . . 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', < T.. ..n ' A� � . . . . . . . � . ,_..,.. .,... , -� ..,:.. ,, .... ..,...... ... .,. ,: . . . . . . . . . . . , . . . .. , n.:.,. _. + ...... �.:......... ...... . ..,. �,-�,::� : ,... :,.�:,..,�:' .:'::. ..�.'::;�.� .....�t,... . .�. ... . .:.. . . . . . . , . . . ,A. rt�►Ved. S � 1 93 = � r�h af B-1 ► . ... .� . � � , . . . �� � � � no . ... . ._ _ • _ � . � . : . � .� � . .�; ...� � . , , H _ �as 8Q4, �book 27 l � �'a�� 5 � ;.. .. .. . . . . . . . . . � . . . . . . . . . M� , easernent #�7 �4 _ _ _ d e . _ has been aban on by �ce1 :�n rg�r. _ _ : _ , . : R . . . , �..� � . � � W � ; , _ � . C.� � `�' . � � . _ � o � . _ _ _ . � �...� . � : � : ._ . C� ' � . . � . - . . . . _ . .:.. . . � � � . . � . _ ��..;� � . MEMCIRANDUM no increase in water surface rofife and ve/oe' , as welf as s#a�ing ttia�there witl be no �,:: � ,�� . �:��'�' � � �"".� �'` � adverse impacts to ad,�acent properties. Na permanent improvemenfs shall be cnnstructed 1�-� � , TfJ: .: Pfanning and Environmentat CQmmission � ' . within �'of the flaodplain liri+� - � .. . : , . �`- ; . . . : � � - FR4M; Comrnuni�Deve{c�pment aepartment . The floodplain line shall be determined by a regi�fered prafessfonafland surveyarby p/o�rng � , ` fhe�pprc�priafe ele�rafian af the floadpfain or�a m�imurrr f-2�J'tapographic�2'cantourmap ` DATE: A riI24 2006 . � � p = . using fhe�dap�ed Town of Vail flood profifes(the Federal�inergency Managemer���4gency. � � �n E !a# �rsuant tc� Gha ter 13-12 - , Ffood Insurance Stucly). 7"he fopograpiaic sunrey sf�ali reveal the methad fordef�rminin�r�he : T �UBJEG7. A request for �na! review of an ame�ded a p , p p. _ . startrng point and the starting elevafion for the floadp/ain delineation, A site speci�c study �i�iw� "� Ex�mption P�at Rev"sew Pracedures, Vatt Tawn C�de, to aflow for flaodpla�n : performed by a Professiona!Engineer per FEMA guidetines and appraved by#t�e Tawn of � . modi�cations,located at 276Q�,�754,and 2695 Sautt�Frontage RoadlLots A,B,and : Vai!and FE11rlA may be requfred. C`` G,Stephens Subdivisi�n;and a request�or a#inai revlew of ftoodptain rnodi�icatians, � C`'� . �ursuant#o Ghapt�r 14�-6,Grading Standards,Vail Towr�Cade,to ailow for grading V!. ZONtNG ANALYSIS . � .within the floodpiain,located at 2764,27�4,and 2695 South Frontage Road/I..ots A, . . . . : B, and C, �tepk�ens Subdivision, and 2450 South Fr.ontage RaadlUnPlatted and � . Lot . A rox.buildabfe area AE(owable DU's AllowabieGRFA , setting farttt detaifs in regard thereto. (PEC06-0001 and PEG�6-0027) �. _ Parcel A;i 985 �,870 sq.ft. � 1 , sq. . � : � . , . , � . , _ � . � . FEMA 2005 - 9,020 sq:ft. i . ' 3,24?�q:ft. , APPl�cant. Town o#Vail, Louise Yaung, Bnan Mayt, Magg�e Fron�ng, Larram� f ` max; m sed fiCf 3,485 s .ft, 1 . 3,4i 4sc{.ft. . _. p ,I�o +� _ Nowenstine, and Ghas Bernhardt . � chan e 85 t�fil! . +875 s .ft (+7%j na ehange. +22�sq.f��'/) � : 9 4 Plann�r: BiI1�Gibson : _ - . . . � ,�.,._�� . . : : . Parcel B: 198� 12,270�sq.ft. 2 (per 20�I1 pEat} 4,4�i 7 sq.ft. : , . .' � � �EMA 2405 3fi5 sc�.ft. 0 - �31 sq.ft. ` 1. SUMMARY ` ' . •t 15 390 .ft: 2 ` 5,540 s .ft. � . m�. prapased fil , �t � . . . y . Y . • chan e '85�o ff/f - ±3,i2t1 sq.ff. (�-251) no change +i,�23sr�f�{+?.5"�'0) . . • � 9 , s . T�e a I�cants Town of Va�i, Lau�se Young, Br�an Hoyt, Maggie Frornng, Lor�ame �.,��-��;.,.�.d,�.,.�..�,.�.,�,.;.�,��.�,.�.�,�..��.�.,W.�.�..��� ,h _ .. ' . t�!? , . . . . . . t� � �_ Howenstir�e, and Chas Berr�hardt, are requss#+ng apprauai of a. floodpleun modifcatrnn, �ky= ��.� F�.rtxal co o�' he �: ro�ved amended �nal ...;. Parce!G: �t 985 . 3��t 4,�4{�,�:�t. 2 ; . . 5,23�4 sq.ft, '�'�'''r �� �t' �'" pursuant ta Ch�}ater 14-�E;Grading,Star�dards,Vai!Tt�wn Gode,ta allaw t'ar gradin�.wiit�in 7 ; , FENEa 20(35 ,, �ttt�'sq.ft., Q 1�4 sq.ft. _ • ..� . t�E r�a�E � the ftooc� iain to allaw Parcels A, B, and G of Stephens Subdivision and�the westem � _ . , , � � � 4 Ct25 s .ft. l�t �Qr ���' �C�}C�� �t�.�.I1. 1�.1.{��Ill�+r�.t�.0�.�► �� t��,' P max.propo$ed frll , i 1,180 sq.ft .� 4 � p unplatted}aortion of Stephens Rark to be filled ta rerriove portions of tF�e prapert�es from the . : � � � onan e a�to�irr -�,�so s�.tr. �:��f) -i =�,zossq.��2a�} , . . �� o-t. ��.o� 100�year �are Creek fl�od*fringe. Grading is .not propased within,the actual 1�O�year . � � . {�Yl.s �1�� � ��� ��x'� - � S�e h Subd� on. -24- 6 °,, 'a.°� fioodwa . �ased u on Staff�revtew of the criteria in�ect�an V!!o#.th�s mernorar�dum.�d ` , . � Y P the, evtdence artd tes#imony presented, the Cammunity Devetapment Department . Total; 1985 35,C8fl sq.ft, : 5 12,844 sg,ft. � ►T� �-!� ��+ A� . PRU�:� U�1.24,08 . � ' FEMA 2005 9,785 s ft� 1 3 522 s .ft. recoi�mends thatfh�Planning and Er�vironr�entai Commission approves,with condi#ians, �� . , q l h�' c`�.��Q'�+a.���' V�t.�['1-i �.� ����� �(�, �, ,��r cc•p�a* �,,�► \( . ,the requested floodpiain modi�catior�, subject tn the�tnd,�ngs noted �n�ect�on Vl�i of th�s : ma�c.�ro�osed fiit 3C,055sq.ft. o �4 .. . 12,979 sa.ft:o � L7 � : . change 85 ta ftll ±3?5 sq.f# (+�f/j� -� +t35sqt�(+i/}. . , � � �. � �.S► �� � mernorandum. . �ac�. � arc 1, B- 1 nd -2 ' al1o� C}°/a of . . . . TE��a licants Louise Yaun Brian Hayt,Maggie�rar�ing,Larraine Hawenst�ne,�nd Chas VII. CR1TERtA AND FINDINGS . PP , ,9, s i�,�� C�' . . � . th.e oWa.bl GF:F.A. � Bemhanit, are aiso rec�uest�ng approval of an amended�nat plat,pursuant to Chapter 13- , ` . . ia 1at Review Procedures, Vaii Town Code, to delete an incorrectfy platted . � Ftaod lain Modi#ication � , 12, Exempt n P R �i-2 allowable GRFA - 2 7�7� s .�. '. i 00-year iiood plain line and to remave a plat nate that states: '`Ariy floadplain modificafr`on � • . � ' ,. . � �. fhafis co.nsfructed far the S#ephens Su#�divisiarr shalt�r�a�change the approved number of . The Plannin and Environmenta! Commissian shall�consider tE�e f�{tawinc�crit�ria � _ • unitsor rassresider�tialflaorareafor�eachparcet."Base�upan�taff'sreviewofthecriteria A. q. p�.r�C(��. �i 1S i�. ����.11.5���' �}��C��:U 111+��1.t�' a�.1.C�. �.S 9 � . . when reviewinr�an application for a m�di#ication to the#faod�Iain: � � �n 5ect►an Vil o#. this memorandum and t�e evi�er�ce and .testimany presented, the � y T_�TT Gommun`rty Develapm�nt Department recommends that#he Pianning and Environmenta� � � o #ina� lat suia`ect to#he��indin s : i. The propased fibodptain modification wi11 not increase the quantity or �..L�OWC�� �.n. �l3 V �� � ���� �uC���. Commission apprQVe,�the requested amendm r�t t m�. p � 1 . , 5 noted in Sectiar�Vli of this memoEandum. � ' . velocity of tiood water$. � . - � . . Ti�e Town of Vail Floodplain Coordinator's ar�aiysis �Attachment B) and the . � _ technica! analy�is prepared by. 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LOFT LEVE� / . . . :.. , .. .,. .., . . . .. . . . .. ,. . . _ ., __ _ -- - - - - — _ � _ _ — __ _._ �_ __ _ _ _._ __ - -.- .- -- -. � � .__ _� _. - T.O.SUB EL = 7850.5 �OE I� EL T.O.SUB E� = 7850.5' uvlN� . ROt�M . , ° e�E��aoM #� �--� , � , _.. ___ __ ._ .__ __ __ __ _.� ___ _�_ :__ __ _. ____ �__ __ __ __ __. __ __ ___ --- -__ __ .__ ,. . _ SECOND EVEL t T.Q,SUB E! = 7841,0 __ __ ___. .__ _..., ._ __. .. ___ ___ . _.. _, _ SEC{��10 �.EVEL t _ _ _ _ _..� ._ __ _ �� ____��_�_�� � �—�T.O.SUB E� = 7841.� U �� BED #2 , ; �_� GARAGE r�� � � N �� � {� _ _ ` � _ ��r/1 �"' LOWER LEVEI. � � C� .,.�.. •�- r� .r .�. �.� ., ..Q T.O.SLAB EL = 7$30.5 �� "� _ _ GA GE EVEL BACK� :c� . _ - --. .__ r`'I► � � � � � m� .�:� ,��x. .,�� �: ..,. .�: ..�. �,- ,y...,� ..� ,.a.:. ,. 4 �T.O.SLAB EL — �0' � . :,� .:.n+ ��"� .. - . . . ,1.tN..�'»,.� i. :t�:' .t:•':s$' .�•. ..+L` `i.4 7..;.+. ?;.. . �y.^� �. � . . � . . . .. . � � . � . � . . � . . . . ' . . � . . . . . '•>,•. �'� . ` ' �� . . . . i'�': .. � � � � � . . . ' , . •L+ .. . . . . . � ' ! . . � � ''�� . . •�I . ' � � � . � � i�3' � . � . . . �v`` � �{ ^ � . . !��•:'•-Yti . .. • . . !;� ':'•:!•;•r'` '•��.��!.? J..� � 1�"1 ,v. . � � � :;,� � � }-�- � � � , t ' �+ r� � � � w �� � � � � , �- H � � � ��T'`� N Z� � 4 � G>ATE: OF.�-DS-Oq FCLE: T�12AUJr1: Prar,�rea� Drawi�c�s I�Eatgn Developme+�t �`�rm i t: O�1-C73-D8 Gon�tructia� Docume�rt� Revision �1 C7(�-C75-CaQ Revision �"'1 � o� � DESIGN CRITERIA� HOWENSTINE DllPLEX JOB #: 08fl8-15 iii) For members consisting of more than four members, contact structural ; Roaf Live Load (Snow) -------------------------------- SO psf engineer. Ffat Roof Live �oad (Snow) ------------------------`--'- �aQ psf o. All lumber used in..construction shall have Q maximurn moisture content of 19%. 2003 IBC FASTENING SCHEDULE (TABLE 2304.9.1 � �s�� Roaf Dead Load ------------------------------------ 3 5 psf p. Unless made of tr�ated ar naturally decay-resistan� wood, al( deck beams and joists (�����d�n9 A B B R E�f I A TI a N �� �T ' Flaor Live Laad --------------------------------------- ¢� P�f giue-lams} wider xhan 1��" shall be sealed and flashed at the tap surface per architect. CONNECTION FASTENING°y "' LOCATION :``t �^' � t���'� 'r• , � F{oor Deod �oad _______________--------------___----- 30 psf q. Framing Nates: ,� ' £" ��� Deck Live �oad -------------- ---------------------- 1QQ psf 1. Exterior walls: �. �oist to S�ii or girder 3 - 8d cammon toenai� r�. r �h����.j Qeck Dead �oad ____________________________________ 50 sf �:•��� � T ir P A. All exterior walis are 2x6 studs Q 16" o.c: to a maximum height of 12'-6", 2x6 � - 3" x o.�a�" no�� A.B. ANCN�R BOI.T LAM. LAMINATEQ �4 *��CQ � �.}�f" - Wind 3 Second Gust ____________�__________________� 90 m h Ex B . ' „ + " 3 - 3" �4 a � sta �e � $� ���. ( � P � P• ) studs CaD 12° o.c, to a maximum height of 14-6 , and {2)-2x6 s.uds C? 16 to a g � p A.F.F. ABaVE FINISHED FLOOR �LV L4NG �EG VERTICA� � ���a, ,�` ' Seismic Desi n Cate or -------------------------- EXEMPT �h'� ��`°� ; 9 9 Y --`-i maximut�'t height of 17'-4" unless otherwise noted. Walls taller than 17'-4" Shall 2. 8ridging ta joist 2 - sd common toenotl each and A.F.G. ABOVE FINISNED GRADE �ONGIT. L4NGITUQINAL l�F���� �,;,. ' (BC Edition --------------------------------------- �0�� be framed withr manufactured laminated studs: CQntact engineer far spacing 2 - 3" x o.131° nai� AQJ, ADJtJSTABLE �TWT. LIGHTWEIGHT 2 - 3° 14 gage staple ��� requirements, if not indicated on plan. Cap with a double top plate installed ta . ANCH. ANCHOR �VL LAMINATED VENEER LUMBER FOUNDATI�N DESIGN: provide overlapping at corners c�nd at intersections with other partitions, If overlap 3. t' x s" subfloor or �e�s to �ach �o�gt 2 - 8d common face nat� APPROX. APPRQXIMATELY �SL LAMINATED STRAND RIM MATERIA� i� not passible, strap top plates with rrtefal strap ties (Simpson ST292 ttr 4. Wtder than 1" x 6" subfloar to each joist 3 - 8d common face nai► ARCH, ARCNITECT MAX. MAXIMUM ��� � ���� a. Design of 'rndividual and continuaus footings is based on a maximum allowable bearing �quavalent). 5. 2° subfloor to �o�st ar girder 2 - 16d commori blind and face nfli� BD. BOARD MECH. MECHANI�AL pressure af 2500 psf (dead load plus fulE live laad). 8. Ga b le-�n d walfs shall be ballaon-fromed to the bottom of rafters or end-wall s. saie Piate to �o��t or Blocking tsd at �s" a�. typtcai face n�ti BLDG. BUILDING MAT'L MATERiAL b. Foundatian and retaining wa(Is haue been designed using a lateral pressure of 50 pcf. t r u s s e s u nle ss a p proved b y en gineer. 3" x 0.131" nail at s" a.c. B�KG, BL(3CKING MANUF. MANUFACTURER c. Footings sholl be ploced on the natural undisturbed soil, or compacfied structural fill per the �, Floor ac roof frQming members must be aligned to bear within 5 inches Qf the 3" 14 gage stap{a flt �z" o.c. BM. BEAM MIN. MINiMUM ' recammendatians of the �eatechnical enginesr, below frost depth. studs beneath. BOT. BOTTOM (N� NEW rn > °�' d. �his faundation has been designed according to the design recomrnendations set farth in „ sore p�at� to potst or blocking at braced 3 - 1Sd per �s" braced waN ponels g,Q,W. BQTT�M fJF WALL NOM. NOMINAL �� Q `�� � D. Pravide 7/16 thick APA rated sheathing (plywoad or OS8} rated 24/16 exposure 1 wali panel � g�G. BEARING N.W. NORMAL WEIGHT � geatechnical repart 08t�92 by LKP Engineering, Inc.. The cantractor shali follow the ' ' 4)-3" x 0.131° nai{ per i6" at exterior �q�ce of ext�riar walls. Block afI horizantal jaints and nail panels with 8d -Q � o �t- ean�tructian requiremenfs from this scame report. „ „ (4}_a" 14 gage Sto�I� P�r �s' U Q � ay oa e. Pravide continuous faundatian drains around the perimeter of c�ll bc�sement walls and at the nails spaeed at 6 a�long pttnel edges and at 12 along interrnediate supports. �, Top plate to stud 2 - tsd camman �n� nai� CANT. CANTILEVER O.C. QN CENTER ; base ofi retaining wa11s. Contact gecatechnicai engineer for details. E. Provi�e (3}-2x10 headers over all daor c�nd window apenings, with on�e 2x6 tr'rmmer � - 3° x o.131" nati �.�1. CONTROL JQINT C7PNG. CIPENING � � � � �� � f. A representative of the geotechnical engineer shafl verify soils conditions and types during and one 2x6 king stud each end,'unless otherwise indicated. 3 - 3° 14 gage staple GMU CQNCRETE MA�ONRY UNIT O5B QRIENTED STRAND BOARD , - p , .- arr� F. At beam bearin lacations in stud walls, rovide multi le-stud osts e ual to width CEM. GEMENT �? PLATE � � � E- °' °' � excavatian. Repart any discrepancies from original findings to structural engineer for _ _ 9 P t� P q s. stud to sole plote 4 - sd common toena;� ��� �E����� PLYWd. PLYWOOD ~ �' oo �^^ re-evaluatian of foundation design. af bearin member unless noted otherwise. � - 3" x o,131" noi� � � � a- `�`� x g. Backfill around and above structural buttresses and retaining walls shall be compaction-tested 2. Interior Load Bearing Walls: 3 - s° 14 gage staP�e CENTERLINE PKT. POCKET Q � � � E- ° ,;� . per the recommendations of the geatechnical engineer. A. Ir�terior load beQring walls are 2x4 ar 2x6 studs �05 iC1f�IC4t�{� on pfan) C�? 16" o:c. CL.R. CLEARANCE ft,0. RQUGH OPENING J � �' � -'`-"-' h. Do not backfill against retaining walls unti( supparting elements (such as floor framing} are in with 1/2" gypsum w�llboard bath sides unless noted atherwis�. Cap with a dauble z - tsd common end no�� COL, GQI�UMN RAQ. RADil1S � � 3 - 3° x o.131° noil CONC. CQNCRETE ftEF. REFER�NCE - place and securely anchored, or adequc�te sharing is installed. Concurrent backfilling of each top plate instalied to provide overlapping at corners and at intersections with other � _ �* �q. 9d9e s{flp�� CONN» CONNECTIDN REINF. REINFtJRCEjREINFORGEMENT Z �' side �f a free-standing retaining wall to final grades as indicated can plan ar section is partitions. If o�erlap is not possible, strap top plates with rnetal strap ties , � requir�d un(ess temparary shc�ring is installed. {Simpson S`f292 or equivalent). s. Double Studs 16d ae 24'" a�. face naii CC1NT. CONTIIVUOUS REQ D REQUIRED � a� �- � 3" x o.131" nai► at 8" o.c. CONST. CONSTRUCTIQN RET. RETAINIi�IG U r�.. � � � i. Verify type of fi([ with sails engin�er and structurol engineer priar to backfilling. B. Flaor or raof framing members must be aligned to bear within 5 inches of the 3" t4 a e St� �� at s" o.c. � � � °' � studs beneath. e � P C.P. CRIPPLE P�ST REV. REVISION � i0. Daubla to p plates 16d at tB" a.c. typi�ol face nail C,V V, C R f P P�E W A L L R.5, RQUGH SAWN M�► � rn c� R E I N�O R C E D CONCRETE: �. Provide (2)-2x1Q headers over al1 o penin gs in wa{I, with one 2x4 or 2xfi trimmer M � � � � '�' � 3 x 0.1 3 1 n a i! b t 1 2 o_c_ - cn rn and ane 2x4 ar 2x6 kin stud each end, uniess noted otherwise. M „ a B L. R O U B L E S C f-I E D. S C!-i E D U�E j o � 9 3 14 gage staple dt i2 o.c, m ,.-.,,-, � c�. Concr�te design is base d on t h e "B u i l d i ng C o d e R eq u i r e m e n t s f o r R e i n f o r c e d C a n c r e t e" (A C I D. A t b e a m b e a r i n g l o c a t i o n s i n s t u d w a l l s, p r a v i d e m u l t i p l e-s t u d p o s t s e q u a l t o w i d t h DET. DETAIL SECT. �ECTION �, � 318 as ada fied b Cha ter 19 nf the 2003 IBC. af bearing member unless noted otherwise. �ouaie tap piates s - tsd common lap sp��ce DIAG. DIAGONAL SHT. SNEET \/' .� c? � � � ; } R Y R DWL. DQWEL SIM. S{MI�AR � � �- >•_.•,-� b. Structurai concrete shall haue a minimum 28-day compressive strength of 3Q(JO psi. 3. Flaar Gonstruction: �2 - s" x o.��t" nai� pWG. DRAWiNG S.I.P. STRUCTURAL INSULATED PANEL : c, Concrete sholl be praportioned using Type I-II sulfate-resistant eement. Admixtures cantaining A. Provide 3/4" thick APA rated Sturdifloor roted at 24" o.c., tangue and groove� t2 - a" �� �a�e s#aple typical face nai� ; chl�t'ide saits shall not be us�d. expt�sure 1. Glue and nail panels to c�ll supports with Sd nails spaced flt 6" d(ong t1. Blocking between joist or rafters 3 - 8d common toenail ��• EACH SPEC. SPECIFlCATIQN d. Cold weather conereting procedures shall be provided as recommended in the ACI Manuai of panel edges �nd at 1�" along intermediate supports. )nstall shea#hing with IQng to top p�ate 3 - 3° x o,�s1" na�i E:J. EXPANSION JOINT SQ. SQUARE �ancrete Practic;c. dimension perpendicular to jaists and end joints staggered. 3 - 3" 14 gage stop�e E�EV. ELEVATI4N STD. STAhJDARD e. Anchc�r bal#s far beam and column beat-ing plates shall be placed with setting templates. B. Provide solid blocking between flaor joists at all bearing lacati�n�. 8locking material t2. Rim aotst to to� plate �d at s" (152mm} o.c. toenat� ENG. EN�INEEFt STL. STEEL f. Expansian bolts shdll be lacoted dt o minimum of 6 bolt diameters fram concrete edge and shall motch the floor joist moteriaL a" x o.13i" �o�� ot s" o.C. EQUIP, EQUIPMENT S7RUCT. STRUCTURAL = s aced at �a minimum af 14 bolt diameters unless nated otherwise. 3" 14 gage staP�e at s" o.o. EQUIV. EQUIVA�ENT TBcB TOP & BOT7�M p 4. Roaf Construction: „ 13. 7ap ptates, laps and intersections 2 - 16d common foce nail EXSTG. EXISTING T&G TC?NGUE & GROOVE g. Anchar bolts for woQd siii pl�tes shall be placed at 4,-0" maximum spc�cing with one anchor A. Pravide 5 8 thick APA I ood shec�thin rated 40 20, ex osure 1. Instafl » » ` P Y�'�+ 9 � P 3 - 3 x 0.131 nail (E� EKISTING T.O. TQP OF � � balt at 12 fram eoch end ar corn�r a�nd o minimum af two anchor bolts per piece. sheathing with lang dirnension perpendicular to ra#ters or trusses ond end joints a - �" 14 gac�e stapie EXP. EXPANSION T.O.C. TOP OF CONCRETE ' h. Canerete flt�or slabs on grade and on metal decking or plywood �supparted by framing shall staggered. Nail with 8d nails spaced at 6" olong panel edges and at 12" along tq. �ontinuous header, two pieces 16d common 16" o.a o�on9 ea e E...� • � hove sawn or toofed cantrc�l oints c�# a moximum s acin of 15 -Q in each direction. �ocate intermediate su orts. � EXT. EXTERIOR T.O.F. TOP OF FQQTING J P 9 pP 16. Ceiling joists to plate 3 - 8d cammon toenail F.D. �L(3UR t�RAIN T.O.�. TOP C3F 1.EDGE � control jaints alang ca{umn grid �lines where possible �nd provide slab isolation joints araund B. Plywaad sheathing shall he applied continuously over the primary raof inembers s - 3" x o.1�1" nai� FDTN. FOUNDATIO�! T.O.M. TQP aF MASONRY � columns. {rafters'`or trusses) belaw overframed areas to provide adequate lateral stabili#y. 5 - 3" 14 gage stnple �LR. F1.40R T.C1.W, TOP OF WALL �� `� � $ • i. Conerete eaverage for reinforcing steel: C. Pravide 'wind/seismic anchors at supparts far all roof jaists and trussed rafters. ts, cont�nuo�s treader to stud � - sd common taenaEl FRMG. FRAMING THRU THROUGH � 1. Cancrete cast against and permanentiy exposed tca earth. 3" See naiting schedule. � , 2. Concrete ex osed ta earth ar weather: t s - isd �omman rninimum, Table z3as.1Q.4.1 face nail FTG. FC�UTING TRANSV. TRANSVERSE p D. Pravide solid blackin between roof rafters, russes and lookouts Qt all be�rin 17• Ceiling joists, �aps over portions � n � » S � (See Section 2308.10.4.f, Table 2308.1d.4.1) "� - 3 x 0.131 nail GA. GAUGE TRTD. TREATED �=�-1 � A. #5 bar and sm�ller 1 1/2 locot�ans. Blocking materiQl shall match rafter, truss chord, ur lookout material. 4 - 3" 14 g�ge stapfe C,/�LV, �ALVANIZED TS TUBE S7EEL CQLUMN � B. #6 through #18 bar 2" 5, Wind Bracing: 3 - 16d common minimum, 7oble 2308.1o.4.i face nail GEN. GENERAL TYP. TYF'ICAL � � � 18. Ceiling jotsts to parallei rafters a �, 3. Cancrete not ex pased to weather �r in c4ntoct witM ground: A. Wolls aver 4 feet long which are sheothed wifih gypsurn wallbaard c�n bath faces and a� - 3 x �,t3� no�� � � (S e e S e a t i o n 2 3 0 8.1 0.4.1, T a b l e 2 3 0 8.t o.4.t) � G.L. G L t 1 E-L A M U.N,O. UNLESS NOTED C1ThiERWISE � A. Slabs, wa(Is, jaists (#11 bar and smaller) 3/4" nre indicated as shear walls on plan have been designe d to rssis t win d fiorces in � - 3 1 4 gage s tnp le GYP. GYPSUM/GYP�RETE VERT. VERTICAL B. Beoms, colurnns 1 1 j2" accardance with Table 2306.4.5 of the 2003 1BC. a - ad common toer,a�� HDR. NEADER V.I.F. VERIFY IN FIE�D � � B. At shear wa11s, screw 1/2" gypsum wallboard to afl studs and to top and bottom a�• Rafter to p�ate � b �� (5ee Section 2348.10.1, Tabfe 2308.1Q,1) 3 - 3 x 4.131 nail REINFORCIN� STEEL: plates with �8 x 1 1 j8" drywalE screws at 7" maximum spacing. s - 3" 14 gage staple HC?RIZ. HORlZONTAI� W.F. WIDE F�ANGE �_� ^ C. Exteric�r I aad ar �SB wall sheathin is re uired unless s ecificaf! dG'leted b 2 - 8d common fdee nail HSS HOLLOW STEEL. SECTfON W.P. WATERPR00� � � p yw 9 q P Y Y 20. 1" diagonal brace to each stud and plate • • . HT. HEIGHT W.W�F. WELDEQ WIRE FABRIC (� � a. Detailin , fabricati�n and lacemenfi of reinforcin steel shall be in accardance with the �CI, en ineer. _ 2 - s x o.i31 nai : _ 9 _ _ _ R__. _ . _ 9 _ 9_ . _ 2 - 3" t4 gage staple _ II�lT. ih�7ERiQR WQ. WOOD � � : Manua! of Concrete Proctice. � � b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM STRUCTURAL G�UED LAMiNATED TfMBER: 2t. �" x s" $heathing to each beartng wall 2 - 8d cammon face nail (NV. INVERTED W/ WITH ' Specification A615 and shall be grade 60 except ties, field bent bars where permitted by nate ' z2. YVidee than �" x s" shaathing ta 3 - Sd common face nai� JST. JOIST W/0 WiTHOUT r h� � � c�n plan, ar bars to be welded, which shaEl be grcade 40. a. Materials, manufacturer and quality control shall be in conformance with AITC Pr�duct each bearing wa�i K KIRJG STUD �� �,,. , c. At �plices, lap bars 44 diameters. Do not weld or use mechanical spiicing devices unless Standdrd PS 66-82, "Sfiructura# Giued Laminated Timber". 2�. eui�t-up carner studs tsd common z�.� o.c. � � }---� 3 x o.131 nail 16 p.�• ALL LUMBER CC7NNECTORS IN DIRECT �ONTACT WITH PRESSURE--TREATED LUMBER SHALL. NAVE A specifically appraved by engine�r, b. Laminated mernbers sh�ll be fabricated using Qougfas Fir with the fallowing combination n „ � "� � 3 14 gage staple 1�' �•�• SIMPSON ZMAX OR HDG FCNISH AND SHA�� BE ATTACHED W1TH FAS7ENERS THAT ARE GALVANIZED d. At corners, make horixanta{ bars continuous or provide corner bars. Arc��and apenings �nd symbols: " pER ASTM A153. CONTACT ENGINEER FOR ALTERNATE U5E OF BARRIER MEMBRANES. -�-.� � � steps in concrete, pravide (2)-#5 bors extending 2'-6" beyond edge of opening or step. 1. 24F-V4 Simple-span beoms 2�, su�it-up y�raer and beams 2od common at �z �o.c. face naii ot top and �� � 3 x O,i31 nail at 24 o.c. bottom staggered on � e. Extend r�inforcinq steel a minimum af 2'-6" through cold joints. !Jn{ess speeifically {acated 2. 24F-V8 Continuous or cantilsver beams 3" 14 gage stap►� at 2�" o.c. op�os�te sides t-� ' on plan or details, coordinc�te cold joint locatians with engineer» 3. 3 Columns TOP FACE JQIST � � � F--1 { CONNECTION SCHEDULE . �t : f. f. Welded wire fabric shall conforrn to ASTM Specification A-185. Lap welded wire fabrrc �a c. AN members shall be Architectural Appearonce Grade, unless indicated atherwise by the 2 - 2od common face nai� at ends and at � ~ �� ' minimum of ane full mesh plus two inches. Laps sh�ll be wired tagether. architect. Q SIMPS4N H5 - (4}-8d {4)-8d � , 3 - 3" x 0.131" nail each splice � � E ox adhesive far reinforcin dowels shall be "Hilti" or "Sim son" or a rr�ved e uivalent d. Pratect mambers from damoge or expasure to moisture priar t4 and during constructian. 3 - 3" t4 gage staple �^ ,� ; �• � y � a pP G Q SIMPS4N LSSU210 - {9)-1 Qd (7)-�a���.� � adhesive systems. Minimum embedrnents, if nat specifically indicdted on the drawings, shall �• Adhesive shall meet the requiremsnts for wat canditions of service. 25, 2° P�ankg �sd common at each trearing ,�„� � � f. Do not cc�mber laminated members unless indicated on the drawings. C SIMPSON LUS210-3 - (8}-10dx1.5 6 10d ` be according to the manufacturer's specifieations. 2s. co��ar tie to rafter 3 - tod common face nai� � C )- �-�I �� h. M�tric bar size conversian table: , g. Portians of glued-lominated timbers that are exposed to weather and not protected by a roo# � - s" x o.�3f" nai� _ M�-1 < METRIC #1Q #13 #16 �19 #22 �25 #29 #32 #36 r�.-� o r s i►-n i l a r c o v e r i n g s h a l l b e p r e s s u r e t r e a t e d o r b e m a n u f a c t u r e d f r o m n a t u r a l l y d a c a y 4 - 3" j 4 g a g e s t a��e f a c e n a�i Q SIMPSON �SSU210-2 (14}-16d (12}-10dx1.5 �� �^ resistant woad. ; 0 -1 .� � F�-�i � 1NCN-PC)UND �3 �4 #5 #6 #7 �8 �9 #1Ct #11 27. Jack rafter to hip 3 - iQd common toenail S ���=y � ` STRUCTURA�. STEEL: 44- 3��14 gage Mstc�ple ' .... _ � STRU�TURAL WQOD FRAMiNG; Q I�OT USED .� » _ a. Structural steel shall be defiailed, fa6ricated and erectad in accordance with the most current 2 - �sd common face noi� � � � � �. Exce fi where note�i otherwise, all 2 naminal lumber, exce t sfiuds, sholl be C7au las F�r Larch �' „ p `� editions of AISC Specifications and Code of Standard Practice. 3 - �" x 0.131" nai► (3H SIMPSC?N MIT3596 (4)-lOdx1.5 (2)--10dx1,5 (2)-10dx1.5 �.2� . �2 and better= and all sa{i�i ttmber beams and posts 3 nominal and wider shall be Dauglas b. Structural steel Y�l shapes shail be ASTM A992. Other rolled shapes, inGluding plates and 3 - 3" 14 gage staple � � Fir-Larch #2• angles shall tae ASTM A36. Round or rectangular H5S shapes shall be ASTM A50fl grade B. 2a. Roof rafter to 2-by ridge beam 2 - 18d common toena�r fl ��T ���� � b. Studs shall be Stud grad� and better Dauglas Fir-Larch or Hem Fir. c, All balts used in steel framing shall confarm to ASTM Specificatian A325. Anchor bolts and 3 - 3" x a.�3�" nai► {�} SIMPS�N kUS2.�7/16 - {14}-1Qd - � c. Built-up pasts shall eor�sist of Doug{as Fir-Larch or Hem Fir �2 or better 2x4 or 2x6 studs r� 3 - 3" t4 a e stnP�� �_�� � boits used in timber cannections may be ASTM A3Q7. Bolt sizes shall be 3f4 diameter � 9 $ � � per plan and sha11 be naiCed together with 2 rows af 16d nails C� 6" on center afong each unless noted otherwise. Q SIMPSt�N MI111.81 f 9 - (16}-10d (�)-10dx1.5 � � stUt�. �° 2 - 16d common face nail d. Typical framed beam connections shall consist af pairs af 1 f 4 angies using the mc�xirnum „ „ � ��T �g�p _ _ _ d. Built-up beams consisting af nnultiple 2x members shall be nailed together with twc� rows of 3 - 3 x o.13i nail {, � � ,a » number of balts called for in Table 11-A of the AISC Manual (ASD Ninth Edition}, 3 - 3" t4� 9aqe stople 16d nai1s spaced �t 12 on center, or with twa rows of 1 f 2 diameter thru-bolts spaced at „ „ �, „ » „ � M SIMPSON HUS1.81 14 - 30 1 C�dx9.5 10 10d : „ e. Expansion bolts shalC be wedge type Nilti or Rawl or Simpsan , or approved equivalent with Zg, Joist ta band otst 3 - 1sd comm�on face nQi� � f � � � � ; _ 24 on center. the foHowing minimum embedments: � : e. Tap c�nd battom plates sh�11 be Douglas Fir-Larch or Hem Fir �2 anci better. Piates placed „ „ s - 3" x o.13�° nai� Q SIMPSt�N HU7X SKR18 - {12)-"10dx1,5 (4)-10dx1.5 directly an eoncrete wcrll� or slabs �hall be pressure-treated Hem Fir �2. 1. 1/2 diQmeter ---- 2 1/2 5 - 3" i 4 gage staP�e 0 SIMPSON ITT16 4 10dx1.5 2 10dx1.5 2 10dx1.5 f. Ledgers attached to concrete walls shall be treated Hem Fir �2, ar if �VL material is used, 2. 5/8" diameter ---- 3" 30. l.edger strip 3 - i6d common foce na�i � � �� � �- � �� shalf have a cantinuaus wr�terproof inembrane �etween the canerete and the woad, 3. 3 j4" diamster ---- 4" 4 - 3 x o.�3�° na�i (3P SIMPSON CPS7 - -- - s: „ ,: „ ,� �: 4 - 3" 14 gage staple g. Waad beams bearing in beam }pockets in concrete or mosonry walls shall bec�r an a treated f. Epoxy anchors called for an the drawings shc�il be Epcan or Rawl ar Simpsan or approued , „ � 2x6 bearing block, Provide �Z clearanGe araund snd of wood beam. Block against sides of equivalent anchQr °aystems. Minimum embedments, :if not specifically indicated on the �t, Wood str�ctural panels and particleba+ord:� �/2" and less sd�' {per KRM�q - � Subflaor, raof and woll sheathing Z 3j&" x 0.131" nail" beam pocket with treated 2x blacking to prauide Iateral suppart for beam. drawings, shall be 'accc�rding fia the rnanufacturer's specifications. (to framing): t 3�a�" x 16 gage° Q SIMPSON LSUS26 - (6)-10d (5}-1fldx1.5 h. Beneath sali�i or built-up columns nated on plans, blocking af area equivalent to column g. Alf welding shal! t�e done by an AWS qualified welder. �s/32° to 3/4-"' $d (per KRM)q MT�J above shall be provided within �loor jaist spaces and in wall spac�s below. Daor or window h. Delay painting within 3" af fleld welds until welds �re completed. z �/s" x o.131" na��p - designed by trimmers cansisting of a single stud da nc�t require special blocking in the jaist space. i. Where eorrasive soil cvnditions exist, steel angles that Qre used to suppart exterior stone 7f$" to �" $d��� �a9�p T(� SIMPSON LUS410 - (8)-10dx1.5 (6)-14d �jrqWn �y� �1T� i. Except as nated otherwise, minimum rraifing shall b� provided as specified in the Nailing veneer shaN be galvan"szed and shcalf be attached to the foundation with galvanized or stainless Schedule'" on the drawings {2003 IBC Table 23Q4.9,i). steeC expansian canchors. t s/s° ta 1 1/4" todd or sd° Q SIMPSQN HHUS410 - (�0)-16d (10)-16d checked by TDN � j. Bolts used far wood frarning connections shall be instafled with standard washers and nuts. �. All grout.beneath column base plates and steel beams at ber�ring shall be non-shr�nk, sin9�e F�QOr (combination subfloor- 3j4° and less s�° (per KRM}q k. Uniess noted otherwise, steel connectors such as those manufactured by tha Simpsan non-metallic type grout. Graut shall hawe a rrtinirrium compressive strength of 250Q psi. underlayment to framing): �/s' to �" sd° j����;� G�mpany shall be used ta join rafters, joists or beams to other beams at flush-framed > >/s" t� � �,/a" �c�dd �r aa° ce�nditians. Use all speeified nails. Connector conditians nat otherwise noted shall utilize Type GENERAL REQUiREMENTS: 32, Parrel siding (to froming} 1/2" or �ess sdf � 11 c�r Type HU hangers of a size specificaliy designed fior the member supported, as shown in �ls° $df �REL�M ��,���,��}� ' the manufacturer's published tables. Contact struetural engine�r far defiails c�s required. �= Structural erection and bracing: The structural drawings illustrate the completed structura 33, Fib�erboard sheathing� 1/2" rva. 11 gage roofing nai�'' PREL,IM C}8�6,�C?8 I. Wood nailer plates installed on sfieel bearns or concrete walls far tap-flange hangers shofl be with all elerrrents in their final positions, properly supported and braced. The contractar, in sd common noii � � ri ed to match the width o€ the wal( or beam flan e. Nailer lates su artin fio flan e the proper �equence, shall provide shor'rng and bracing as may be required during construction �va. 16 gage stap�e PE��IIIT F'RICI�IG �p 9 P PP 9 P 9 25/32" Na. i1 gage roaftng nailh � � hangers from �ne side anly shall be insfiQlled flush with the face of wall or beam flange at to achieve the final eompleted structure. Contact structural engineer for consultation (nat i�t 8d cammon na�� � the hanger l��ations, contract) as requirad. t�o. 16 goge stop�er C}9,�03�08 rn. Manufiactured joists shall be from an approved manufacturer and shall be equivalent in load b. Dimensions: Check all dimensions against architectura# drawings priar ta ccnstrucfiion. Da �4. interior paneting 1 f4" 4da RE�/1SED 1 d120 jC�8 carrying capacity and deflectian criteria to BCI 6000 1:7 ar BCI 60-2.0 series joists in the not scale drawings. . 3/s° �dk . depths nnd spacings indicated on pl�n. Provide blacking, bracing, web stiffeners and other c. Construetion pr�ctices: Genera! contrqctor is responsible far meflns, methoc�s, techniques, CD SET 1 �f�1 �8 x accessari�s ns required by the manufacturer. OSB rims shali be APA Performance Rated Rim sequences and procedures far corrstruction of this projeet. Natify structural engineer of NOTES TO TABLE 2304.s.1 ' B�ard material. omissions or conflicts between the working drawings �nd existing conditions. Coordinate �'or si: i inch = 25.4mm. 2 3/8° x o.i��" na�is or,d 3" x o.t�t° naifs are standard $�i ar,d �od c�n ►,a�is. REVISED 06,f 04,r�9 ` n. Laminated veneer lumb�r L.V� shali have the followin minimum ro erties. re uirements far mechanical electrical (umbin enetratians throu h structural e{ements with SEE FRAMiNG PLANS ; � � g p p y q ! � Ip 9 p , 9 a Common or box nails are permitted ta be used except where otherwise stated. �'(�(� }-{�qp�� ���� : ----- ---- ------ p g Y P Y P .. g � aP � RP 1. FIeXUCCiI stC�ss °--- -- ----° 26Ca� si structurol �t1 �ne�r. Jobs�te SQfet 1S t�te SOI� i'eS OCISIbtllt Of f�ie confractor. Afl methQds �. rvai�s s aced at 6 inches on center at ed es 12 inches at intermediate su arts exce t 6 inches at su orts where ' 2. MOdUlus 4f 8lasticity ------------------------ 1,900,000 psr used far canstruction sht�ll be it1 aecordance with the latest editions of the IBC�lRC. spans are 48 inchas or mare. For nailmg of wood structural panel and par#icleboord diaphragms and shear w�lls, �. Tension aral{e1 ta rain ----- ----------- --- 1854 SI d, D(?�QI�S ft0� s ecificall shown 0�1 ��te �t'�WiCt S Sh�l� �S construeted it1 Q Cflc7�1n8t" similar to the refer ta Sectian 23�5. Naits far wall sheathing are permitted to be comrnon, k�ax or casing. p 9 P p Y 9 c. Common ar deformed shank. PROVIDE A MINIMI.lM ����� �. Gcampression paralle( ta grain _________________ 231C1 psi details that are shown for (ike conditians. These items shall be 6raught to the attention of d. common 5. Campression perpendicular to grain (pt�rallel to glue line) 750 psi the structural engineer as soan as possibls far appraval. Approva! shaEl be obtained prior to e. Deformed shank. OF flNE K1NG STUD, 6. Horizor►tt�i shear --------____..____.�________ �g� �,�i instalEation. f. �orrosian-resistant siding or casing nai�. OR AS SPECIFIED C�N . 7. Connection of multi le-member beams; e. All water roo�in and fiashin is the res onsibifit of the arehitect and contrdetor. 9• Fasteners spaced 3 inches on center at exterior edges ana s inches on cen#er at intermediate s�pports. PLAN p P 9 9 P Y h. Corrosion-resistant rao�ng nails with ?j16-inch diameter head and 1 1 f2 inch tength f4r 1 j2-inch sheathing and A. Tap--loaded I�eams f. It is the respansi6ility of the Gontractar to �antact the structuraf engineer at the ap�rapriate 1 3j4 inch length for 25/32-inch sheafhing. --*-- P4STS SPECIFIED QN PLAN i For memb�rs 12" dee or less, nc�il each member to fihe next with 2 raws of time to perform site obseruation visits. �bservation visits to the jabsite by the engineer ore i. Corrosion-resFstanf s#ap�es with nominal 7/16-inch crown ond � �js inch length far 1/2-inch shec�thing ona 1 �/2 �nch INDlCATE TRIMMERS 4NLY AND � for determina�ion af g�neral conformance with the construc#ian doeuments and shq(I nat be tength for 25/32--inch sheathing. Panel supports at 16 inches (20 inehes tf strength axis is the long direction flf pp NpT INCLUDE KING STUDS . � i6d nails at 12" o.c. p �� construed as ins ection: the �ar,e�, unless �therw�se rnarked}. u ii� F�r Criel't'tk�ers C�retl�er tht�n 12 d�e(], nai) eaeh I'TtBmber tC� �he tlexfi with 3 � 3• Casing or fintsh natts spaced 6 inches on panel edges, 12 inches at intermedt❑te s pparts. ' t'OWS of 16d CtC]118 Cit 12�� O�C. c�. Though every effort IS t71ad8 to provide a camplete atld Clec7r set af construction dc�cuments, k. Panel supports as 24 inches. Gastng or finish nails spaced 6 inches on panel edges, 12 inches at intermediata supports. = B. Side-laaded beams discrepancies or ornissians may accur, Release of these dretwings at�ticipates coaperation and I. For roof sheathing applicattons, 8d natls are the rntnimum requtred for wood struoturol ponels eantinued communieation between the cantractor, c7rehitect and engineer t+� provide the best m. Stap(es sha(I haue o minimum crown width of 7J16 1nch. i� Fot" tW0 or three membEl" beam5, 1�all eaGh 1'TtBmber fo the �ieX� Wlth 3 rGtWS n, For roof sheathing applicatlans, fasteners apoced ot 4 inches on center at edges, S inches at lntermedlote suppor#s. possible structure. These dr�wing� have been prepared far the use af t� qufllifi�d contractor a, Fasteners spaced 4 inches on cente� at edges, 8 inahes at intermediate supporks for subflflor and wall sheathing and 3 � TYPICAL WII�1DtJW D(��R HEADER SCA�E: 3 4°' = 1'-0" ~ Of 1$�1 nails t1t 12'+ o.C. eX�erienCed itt the construction techniques and systems de�i�ted. . inches an cenier at edges, 6 inch�s at intermedlate supparts for roof sheathing. �,� ��g �����_.._ '� � ii� FOt' foUt' member beams, bolt through With 2 r4WS af 1�2" diamefier bOlts Clt p. Fasteners spaced 4 inchas an center at edges, 8 inches ot intermedlate supports. ��» o � q. Iterns noted as "per KRM° have been changed from the IBC schedule ta a more restrictive requirement. 7s'—o�° 24'-0" 24'-Q" 24,_fl„ 3,-Cl„ 1,-�„ :` , � � � � � � > � '�/ � � � � ` �' '�s�r , , � �}�� j/��� nt^�1! . , ni��fl . .. � , � �f�^f� 7��.$���� . . . , � � � . � Yj � Lf� Y� r ''�`�., . I . :7 . . 7 L . . . i� re r.� . , . . � . . � . � . . . . .��� � � ' . � 3 ��`��'!/ ' 1: ! ~ 1,^3„ 2,_�'f2�, 6„ 2' �a �,,�� t , � t� � 3 � �� �.� f ,-u ,. � . . . . . . . . � . . . , . . �i• \ S� r ''!}�j� 1�s��.��°L,�,• . . . : . . . . � , rt � � . . �T ��� . J � . . . . � _ � . - . . . .. � � . � . . . . . . SV � � � . � . � � � . � _. _ � ______ J�J N 5 2009 z _ N � � � x o � 1 � � T.o.w. — �s3�'—a C � i' ° , ss t �� � �,, — � ; � 7s�o —� 7sso —� ;t� r.a,F. = 7$�s'—s � � � �, _ `� T.O. St AB T.Q. SLAB _ ���f � � � � � � T.O,W. _ 7831'-0 � ,- � � ,,, �:s; T.D.F. 7826�_6 � ¢ � cn r� �, � 1 ( _..J � U � ¢ o °m. o'�o .�. � ,:: :;_ � S6 ( � Z � �-�- � rnrn r � � , R � C> o r� r7 T.C�.W. - Z829'-7 T.O.W. = 7829'-7 _ , �� �� k-�- � � ���,�, T,O.F. = 7826'-6 T.C1,F. = 7826'-6 I I T.O.W. 7829_ 7 T.O.W. = 7831'--0 I Z �' °r,.j° � +-'- "a x , ( � _ � � T,0.�'. = 7826 6 � ,� , c� � t� o d , � T.�}.F. = 7826'-6 � � cn v� �:�..'-�. i � I T.O.W. = 7831'-0 � E ( � � ' T.O.F. = 7828'-6 _�. _ 7830'-3 � � �rn i Z � � ( I I � T.Q. SLAB � S� LOPE 7830'-6 ~° a � � ao a� �r'•, i I • T.tJ.W. = 7831'-0 � ao I SLAB T.O. SLAB I u� � - �'`, c`no c,"`�1, � ; � 1 ( T.O.F. - 7826'-6 � I 'r f I '- � ¢ � I ► �t- T.O.W. - 7831'-Q aw. m ^ io I i I /� � rn rn s T.O,F. = 7826'-6 � � --. � �, x p d. d- � tn v� I � T.4.W. = 7831 -0 » „ ( � °� �, °"�' ? T.O.F. = 7826'-6 I � 4 C�NCRETE SLAB ON 4 CLEAN � � . ._i o x T,O.L. = 7830'-1 1 G R A V E� B A S E O N U N D I S T U R B E D � � .� o ,� � �¢ s � 't 1 � � ( N a >.,..,�.'_-. ` 4" CONGRETE SLAB C}N 4" CLEAN � GRADE OR COMPACTED STRUCTURA� ( ; � GftAVEL BASE ON UNDISTURBED g FILL PER S�ILS ENGINEER. 2'_p" B GRADE OR COMPACTED STRUCTURAC. �� � REINFORCE SL.AB WITN � � p S6 � � 6x6-W1.4xW1.4 WELDED W1RE FABRIC � _ FI�L PER SOILS ENGINEER. ,�'' THR4UGHOUT. PROVIDE 1" DEEP I— � \ � REINFCIRCE SLAB WITH � � ��, 12 � -4. �<c.Q' d SAWN OR TO�LED CONTROL JOINTS -� � 6x6 W1.4xW1.4 WELQED WIRE FABRIC Q �`'v � AT 15'-0" MAXIMUM SPA�ING EACH I � THRaUGHQUT. PRC3VIDE 1» DEEP � � S6 E ti�4 G� � M ;ff �v SAWN aR TOQLED CONTRO� JOfiNTS �, '., WAY. , ; � AT 15'-0" MAXIMUM SPACING EACH � � ; x _ WAY. T.Q.W. = 7$29'-10 � ;�, .� 7,-5„ 16'-7" { SB , �i � � T.C1.F. = 7826 _6 . _ _ ao _ = � � 'r"� c� T.O.W. = 7829'-1 ��2» i� :- g„ STEP T.O. � ( I � � � E I � T.O.F. - 7826'-6 �- ( T.O,W. - 7831'- � �; � � � � , �LAB N �I �- 07 '� T.O.F. - 7826 6 � �- I I �f# -- � I w . ° � T.O.W. - 7831'-tl f� � - ���y ` o T.O.F. 7826'-6 T.4.W. _ 7831'-0 ` � � ; � I ( i , 7,O.F. _ 7826'-6 � � � :�f � ,_..._ _._._ _ "� � � j �, o T.C}.L. 783Q -1 783Q'_g ii m T.O.L. - 7830'-1 =�.. r� �5��4„ -~� � � � � ____. _..., � �? �-� � , �t- E � � � T.O. S�AB ° � � ( � � ,�"'"� '- v' tn I A �'� l 1'-1" � �� _ a�� �`�- ' � � � °`' � � , I ' T.C}.W. = 7829'-10 � 4�, 4�, T.��SLAB I 783Q _6 (— � � � I � � �� � I T.Q.F. = 78�6'-6 7830'-6 T.U.W. = 7829'-1C1 _ � � �- - - - - -� � ���T.O.--SLAB ( �, T.O,W. = 7831'-0 co 5 GCINCRETE SLAB UN 4" � �} = T.O.W. - 783i -0 � { ( I � � I �LEAN GRAUE� BASE ON �_� �' � � ; ��� T.Q. SLAB, T.Q.F. = 7826'-6 , C I � � T.O.F. = 7826'-6 � 4 T.U.F. = 7$26 -6 r� , UIVDISTURBED GRAC�E C}R ' �v , » � „ � �, . 1 6 -8�4 fi 4 -2 y2 3 -3��, T.4,L. = 7 8 3 C 3'-1 S6 T.O.W.I= 7$3fl'-6 I I f T.Q.�. = 783Q -1 COMPA�TEa �TRUCTURAL �ILL O� � S6 _ T.a.W. - 783Q'-1 I _ ( + � _._.. �---� ; _ � , T.O.F. (= 7 8 2 6'=6 I ` P E F t S�I L.� E N G#N E E R. r,r � 3 3 -2 7 1 1,�2 �. .. I � � T.�.F. = 7$2 6 6 � .,� REINFORCE SLAB WITH �� � � . � }i 5 fi . S� 'A1 �_ , ( . ' � v _ � _. J � � �: ( io 6x6-W1.4xW1.4 WELDED WIRE � (� M-�9 `� � � ( � S6 f'�.,.-!�f � FABRIC THROUGHOUT, I'RQVIDE ��` . ' + � � � _ _ �� � `, ;; �,» � i".O.W. = 7829'-10 11'-4" 15'-Q" � 1Y�.' TCIC7LED CC7NTR0�. J41f�TS '� � z I A,� � � — -- — ,� „ T.O.F. = 7826 -6 � � AT 15'_0„ MAXIMUM SPACING �-£� � .� � � g � _ _ � 4 g T.O.W. = 7831 -0 r-- EACH WAY. �'�.�" � i c� T,O.W. = 7831'-0 � � ��"`� i 4" � T.O.W. - 7$31 a�� I � T.C}.F. - 7826'-6 ,: � F.'-� � 56 � _ , �, � _ � I � �---9 �� � ; � � T.{}.F. - 7826 -6 � � 'n '� .. � „ T.Q.F. = 7826'-6 � I T.O.L. = 7830'-1 ' i� � � (� � Sf�` T.O.L, = 7834'-1 � ' •�� _ _ t-� { � — — �� L T.O.L. 7830'-1 F�' �- �� Q�} � i ��j � � � l/^� i .� � �,f 1 ° , ( I 5" GONCRETE SLAB ON 4" CLEAN GRAVEL BASE ON � ,,F I a CO�RQINATE WE�� , T.O.W. = 7831'-0 � � � �� r�. � (� < ° UNDISTURBED �RADE OR COMPAGTED ST4�UCTIJRAL �'. � 4 � AGCES� W/ Af2CH. � 4 �� � T.O.F. _ 7826`-6 � � w � ; in � � F{L� PER SQIL.S ENGINEER. REINFQRCE SL.AB WITH I o S6 S6 �'• � I I T.CJ.L. 7830'-1 �_.� _, „ �� � + 6x6-W1.4xW1.4 WELDED WIRE FABRIC THROUGHOUT. Sg I I � ! ---- 8 THI�KENED SLAB t3R �'f30TING � F� t-� , � PR�VIDE iY�." Tt}�LED CONTROL J41NTS AT 15'-0" � � �y ,;� ``� ( ( , �-,...... W/ �5's C�D 12" O.C, EA. WAY. �/--1 � �--t MAXIMUM SPACING EACH WAY. I , .,,� T.Q.W. = 7829 -10 V.I.�'. AGTUAL L(�CATION 8c , � T.t7.W, = 7831�-4 `a � T,O,F. = 7826 -fi C�NTACT ENGINEER. � � � � �°_°� r T.O.W. = 7829 -10 � ca T.O.F. = 7828 -6 '''�. '�... 1�62�• . � . �=� }� ~ M-�� . C_,, �.� T,C}.W. = 7831 -0 T,O.F. i 7826 -6 � T.O.�. = 7834'-1 . °^�- c° _ � `�'I -� M-+-� , � j' � T.O.�: ! 7826'-6. I �t' iv `",, �, ..,�. I � � � � I %� T.(�.L. -- 7830'-1 ,� � `�.,' � � � t !�� � � I � � :,� � � � � �� � 1=� , , .._ � ..� . �o rz`7/.� � � �. P , � ���� , � � -...- ^N Q�. A '"��M(��'�'` � A 'jro 5 ,� � r°� � '�a- �, 1 � i �=�� °S� 8„ THiCKENEG SLAB GR FC}OfiiNG �i `- � � �� `� F°+� � �"' ; W/ #5's C� 12" O.G. EA: WAY. c�! Q � � b� V.l.F. ACTUAL LOCATIC3N 8c � = CONTACT ENGINEER. T- � '(�� �. �� A � � 8 ,= ;-.. i ss � A � ; _ �G, .� � : G,�-�lQ� ,,. ! ``` iv ,� `�..,.. �4��,¢, 35f8,} 5�, ��,�.,' � designed by MTN drawn by M TN �'-��/$" �'—o" �'—�Y2" �,—�ay2" �'_g3/4,� �'_s„ �„ checked b TDN . INDICAI'ES CC?NNECTION � 24'_0„ 11'-4�2„ 12'-7�2„ 12'-0" 7'-7'� 2'-9„ 4'_8" 1'-Cl" TYPE - REF. 51 FC7R issued � �CNEDULE� TYP, 7s'—a" 4 ; PRELIM 08�'22�08 PRELIM 08 f 26/t�8 NORTH PERMITfPRlCING �� � � � f"'� T� � � t_" �/`''1 � SCALE: � 4„ _ � ,_�,� E �9,/Cl3fC�8 : PLAN N�TES SPREAD FOOTING SGHEDULE REVISED 1(� 2t�f 08 CD SET 1 �}f31 f�8 : 1. ELEVATIOhIS OF CONCRE7E FOUNDATI�N EL�MENTS 1ND{CATED ON Pl.AN TNUS: TYPE< SIZE REINFORCING 7.O.W.-TOP QF CONCRETE WALL T.O.F.=70P OF CONCRETE FOCITING T.O.L.=T�P qF CONCRETE LEDGE REVISED {�� a4�09 A 2'-0 x 2'-0 x 1'-0 (3}-#5's x 1'-6 EA: WAY 2. TOP OF FOt�TING ELEVATIt7NS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITI4NS AT THAT DEPTH. B 2'-6 x 2'-6 x 1'-0 (3}-#5's x 2'-C1 EA. 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G TYP. �,.,, `L - �•� � — 4 1 � �. i —1 � « ti .. � . .. . < �, �.:.. .. . . . �.�t._,�. ,.. .,. E , � .,��. .:, ...,.,=_,;, �„�. .,. : .�.. _ ,..��. � � � � � �� = ._._.� _ .� , � . � , . — r,,,,,, ,, ,,,,,� , ... . .,.. .�.. _ �.t.. .,.r,., �..._� ��n...�._ ..� �.... „�. _..,,... . ...r vw., � � .� ._ _ .v., u_ ,.a, .,_._�. �_� : � , , ` _.. � 7 r s � 3 ; ¢ '�,r � ( _,,,,�I ,r*�, �+ M T'YP. +�° (2)-1�'4x18 = ; y : ;' � „ , : ?` � ( ..H..w�� x�. ,.. _..... .� .,.. . � � `w . n �... T.w. f : `Z" � ; : RIPPED �x10=s fl�16 :t?,C. :� z' I ,.:,.M1..:., F�.-.� � LVL �a :.. � , , , �.� . . � , ,, . . �,...�_.. PR�VIDE St�LID BLKG. BENEAI'N � (�-?' .�.. � � . 10 '`� ��,+ � ; � {RIP; Y�." ;PER;FT. MAX') � � i`�'+ � <,� T"YP. � . STONE VENEER AB4VE �+!-9 �'""'� • ; , � � , ,� _ , M _ ; w...__ ' � � _ � .,_�. .. .n� � � x_ . ` -. , „w — �. CdNT, 1�l`4x14 L.VL LEDGER .� 56���, ,.� _� � —{3)-2x10 (RIPPED) Q TYP- �3 Ys ,..y Kr..,r.. ..;Y � r � .._. �--� W f (3)-LEDGERLQK •r ^ � � x I„ � 7 „ � � ''„`.-,,,,, ,.,� �7841'-� �. ._.., r.vW . _ n...:�,,. � � � .._ . . ' SCREWS C�D 6" C1.C. �: 1�'ax14 LV�s C� 16 O.C. RIPPEQ T� MIN. DEP7H aF 11 r� . r'+�, `�+� �..� v ,.,� .,,2,Y 0.,�rPLYW[}y.. �. . .. . 2 ,,,..0 � { � ' � � r _ 10 E .. . �� �. ': ��I� � . t _ _ . _ _ a . .�., � , �I �� �,�. �' r ' 1 fa�x16 LV�'s C�D 16" O.C. LOCAI'ED �-! w j � � ._ _ .... � . �,. . ._ . .._. _ .__�. ��.. ,... 4 � BENEATH STONE VENEER ABOVE �_1 F�-i-1 ., ` �� , f' � : Q � EXTERIOR HEADEF�S ARE' 6 '�"X6 I `��.,..,;...,.`�....... ...... .:.... . ......... S� ..... +� � 10 � � �� � r �. (3)-2x1Q's W/ (1)-2x6 K ?YP. � ~ _ , � {] �-,,,;, � A..._ ,.. T., ���r. 1. �._m_�...a�..� R�_r,:,� ���..� � ,.._„_� .,.�.�, �,� ,..,r. �._A _ .T. . N.�� S6 � � � � • � � � � � TRIMMEF2� AND 1 2x6 � � ~�..• ; �o �_ � +, �� "� { ) 3 -16d NA1LS r� ~"�. �' S� � ; i ( KING STUD EA. SIDE; TYP. t ) � 4x>>� � -�. �. � ( #. UNLESS NOTED OTHERWISE I TO �C s � � � r,.,� . , F-�Q Q TYP. ; ; :..tz {{ �p �e Hr p' �C ,4 3 7 y �TY . � CONT. 131�.x11�i� �V�. I.E�GER at F t� fpA�� 1 /4x11 � LVL s C� 1C O.C. RlPPED W 3 -LEDGER�C�K SGREWS � � __ , � n " , _ ..__ ___ _ v_. __ _ __ . - -� '� .., T4 MIN, DEPTN QF 9Yz„ � �„) � � . µ. ,. ( C�7 12 �,C. �^�� � +� (2)-1�4x1 S LVL � 4� C '� �;. .1r`L �c' q�j' �NT. � ...,, .;` ° ° w ! `- HOT TUB OUTLINE +� ' ����,�.' ..- ,` Q � 7841'-0 � � , 7840 -1 Q� �-`�' �kr�� .,v cn , T.O. PLYWD. � �RJAp�,�� ��� � � T.O. PLYWD. C� p� , .� — ��- f � ��� (2j.,,� �... I �7`qp��k11��V �F:' � 7840'-10�� Q qNp �' �' �..,�- �.. N�, 7YP. � T.O. PLYWD. 12 RIAp�� -•- .,_ ., �. � 78�40'-9� S7 �a 9,�„ �C?/vT`� .� � T.O. PLYWD. � a��ry� NORTH �'+�, designed by MTN � � E�� � 1 V � ��� � 1�► �(� 1`''1 �� � I V � t� �� � SC A�E: 1 4" � 1 r—�" : �33 �� ,�;, � drawn by M T�J checked by TDH PLAN NOTES issued � � 1, INTERI�R �WOOD STUD BEARING WALL� AR� INDICATED ON �PLAN TNUS: � � � � � 2. PCISTS BELUW (ORIGiNATING �ROM THIS LEVEL OR ABOVE} `ARE INDICATED. � F'RELIM Q8 j22 OS NON-CQNTfNUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE 1NDICATE[3: � PRELIM ❑8�2� C}8 SINGLE STUD TRIMMER� THAT DO �ItJT REQUIR� B�t?CKING BE�OW ARE INDiCATED: p - PERM{T�PRICING 3. A�� CQLUMNS ARE �ABEL�ED AT 7HE TOP. C}9 f(�3�C}8 3 » REVISED 1 (J 20 /Q8 4. FLL}OR SHEATHING.IS /� TQNGUE AND GROOVE APA STURDIFLOOR, EXP.1,. SPAN RATING 24 O.C. ✓ �/ . 5. (XXX'-XX") INDICATES TOP OF STEEL BEAM E�EVATION. WGOD BEAMS AT TNIS LEVEL, EXCEPT HEADERS, CD SET � ��31 ,f 08 ARE FLUSH WITH FCOOR JOiSTS UNLESS NOTED (DROPPELI). REVISED C�.F)�04,Q9 . , 6. ,,Q„ INQICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. , � ?. ALL FL�OR JOISTS ARE 16" BCI 6Q-2.4 � 16" a.G., (TYPICAL THIS LEVEL), UNLESS NC7TED OTHERWISE. Sh��t � 8. ROOF SHEA�'HING IS �,�" APA RATED 5HEATHlNG, EXP.1, SPAN RATING 40/20. ' t � - JUB #Q8C}8-15 i . -. . , . . . . ' . � . . . . � . . � . . . . . . � . . . i . . . . , . . . . � . . � .. . . - . . � � . . i . , . . . . . . . . . . . . . . . . . . � �.x . . . � . � . . . '- r,• i . � . . . . . .. . . ; . . � � . . . � � �( `r ,'. � . . . . , . . . t , .< � � `k�j�` � s�,�� .i , �, �� Q � . � � � � " � . . � . . J: G G��jj 3t "�`7� . . . � . . � . . . .' . . � . '.� . . �� . � . � .�.�.,=p 4, (SY�`�'j�Qu,r-•yi �: . . . . . . . . . G ��� . '. . . . . . . �. � .�� . � . . . . . . - � � . . � . � � . . . � . . .' � �.. . +Sg' yy q, , s . . � � , . . � . � � . ' � ' � .. . . . . . . .. . . . � ����� ���tt� . I" 1 �' �.,� � . . . . . . . . - ' . . . . . . . . . . .. . . �, u9�'1900 i � . . . . - . . � . '�rPrj`'���,�3� U���.��� _ +�UN 5 2�0� i : 2 ��,+�' � � � } . �t'+�, (3}-2x10 RIPPE[} 70 �, �?' Q � ; C7G TYP. MIN. DEPTN JF 8Y2„ 'm . . __ . — - - - - —, . � � a�ouar. ��r�. � � � ,— (.� � Q p � o�C) , � � � � � � ; ; RIRPED 2x1�}'s C� 18"� O.Co � � i � �� � � � � � rn rn � � �} � � � � � � � � � � � � � � � � � � � � ' i (Rlp y4„ PER FT' MAX.) � � � � ; � � � � a �, z r� r� � � � � � � � �� � � � � � � � � � � � � � i ���� � � � � � � � � � � � (�2) 1=�'4x11�i� LVL �;TYP .` ! ���w�`1���11� �LVL� tl� � cv rn rn d��...r'ar�'� n...:.— � �.G. l�....�}�r.w{ � (�� � ly� ��^'�r'—� '�'. • -��r t ; p 4 � t z � � k— K? X ; �.�, ` ' E{]'TYP y:.�� , t, -t ; + QiTYP.� ( �.ra Q cn � ►~— ° � ; r � � � � � � � � � � � � � �`I. � � � � ��1� ; F �`l� � ; j � � -��,� � �� co tn .��,.....,. � � � - - - - - - - �Y — --- -- - - - - - - - - - � � - - - - - - -� _ � �,-`i`1 ; ' 'l`'`�'/ ;; 'CONT �2x10 �EDGER��W ���� � 3 � ; � � � +� � � N � � � � � �) � � � � � � � � ��� � I � � � � � � { � � ��)�L�DGERLOK� SCR:Ei�VS � � � � � � � .� � ( � � ' ; ' C�i16" :O.C. ; � � ; ( ��,+ � � r � ; . ; : . � : � � � � � � � �� � � � � � � I � � � � � � � � � ; � : � ; � ; � � ; � .��,`� � �� � � � � � x = : : y � � � � � ; ' � ; � { � � � � ; � � � � �� � �noa � � � : ' s E � : � s.. d p� ,x � j � � } 's S� t37 I � i ; � � � s f � # � E � � � � � � I i _ � � s � i � { '• € � � � � � �' � � m �Q� ( � � (� � 3 t 7850 —6r � � , � � � ,,.`',� Ci— r. Q � I � � � � � � � � � � � �� � � � � � � � � � � } � � � � T.O.' PLYWD � ' � � ' ; � � � � � � � t� n: > °...'� � � � � � � � I � � � � � � � � � � � � � � � � �� , � s ;; � i ' a 3 ; � � ,�' � ; , i ` j ( � . . . . _ � � . . . . . . . .. � � ;. . i � G . S � } . � � � } a- � . . . SEE SHEET S5 FOR � ' � � � � � = s � � s � � cy ; HEADER INFO. (' G ' ; ; ' { , ' ; ; # , � t £ � v ' � � . . � . � - . ... . . � . � . . . � � .. � �. " i . f ; i i i � # . i } � I i � . . . . . � � ' � � � � � . . . - .. � - � . � � . � . . . . - . . .. . . � . . . . - . . '.;:€ 3 � � 7. i � 3 ! �' ; � � � � 5 y . . .. . . . t . . . .. . . . ++ . .. .. . � . . .. . � _ � � . . � .. .. - . � . � � ; � k ' . t £ � i � � � � � . ' . . �j . � ���� .� . . . . . . - . _ . . . .. . . . . . . . . . . . . . . � . ' . � t r� 7 . ¢ +�. � `' . ; Y �' � � f i �j� � � 4 � ' . . . . . . . ' " . . ' . � .. �. . . ' . . . - . . . .. . ; ry. d . ' � ". 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('^�«�' '4"'� K 'I�Y�, � _ � � � ; 1�� ; ( ��.'�'+� .,�� EXTERIC�R HEADERS ARE: � � ; '; ; ` : : � ; ! r ; �`` ; � i � •�� f,i� (3)-2 W/ (1}-2 � � � _ � x1Q s x � 3 4 � ' . , � � , �- � : ; � E= � TRIMMER AND (1 —2x6 � , 5 � � � � � � � � � � � � � � � �� � � � � � � � ; � � i : Q I i� � � � KIN� �TUD EA. SIDE, TYP. � � (� F"""� . � � s ; � � � �� �.� u�v��ss No�r�a o-rHE�wis� � �` � . . . . . . . . . . . . _ . . . . . . . . � � . ' _ . � . � y � � ' � � � , � � �� . `�� � . . . � � � � . I � F 1 � j ( i V ' /J \`� �"�� � � ; � C,�NT 131"4�i11�i LVL,RIM � � ,_ _ _ � � � .� � ' � +° � r' - �� � � � � ,f�1.��Q- ,,� CANT. 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REV{SED 1�20�08 7. �.�'.�':_' � INDiCATES RC}t�F OVERFRAME: OVERFRAME WITN RAFTERS TO MATCH SPACiNG OF � CC} SET 1 U�31 Q8 RC?OF BELOW, WITFi 2x4 CRIPPLE POSTS Ttl RAFTER OR TRUSS BELOW. SPACED 48" O.C: MAX ALONG EACH OVERFRAME MEMBER. REVISED {��,Q4 f Q9 sheet � JOB �Q�(�8-15 . _ . ._ . . . f . . . . . .. � ? . . . . . _ . . . . . , . . . . . " . ' . . ' . . . , . . � . : . . . . � , . . STL. COL. PER PLAN BASE �?: y,Z„x4x0'-8 Wf ' 2x4 OR 2x6 �` �� _ {2j—Ys"�x7" I.AGS STUD BRG, WALL .. 'i . . . . . . . . . . .. . � u . . - � . . . . �./t ^tF .0. '.`,¢�',�g � �'4 . Y�,. r� � ° ��. >,� t �����f . �,� _ ` TYF'. GONT. TREATED 2x6 �' W/ ,�� G '�..,� 16d DR(VE PINS (� 16" O.C. �'����� �,���;' ,{ --- SEE PLAN (IF MEATED SLAB, GL.UE R '�����&# 6M�������'h �� _ . _ ,� T.O. PLYWD.� CONC. SLAB PER PLAN . �t�l�� ��� � T� CQNCRETE} ..,;�,,,�,,�, : " . , :. � . . � . . - • . . • a . . p 7830'-6 � • SOL{D BLKG. IN FLOOR • . _ T.Q. SLAB . . . . . , V d d . . . . . . ": � ' � �l U N 5 2009 _ � . �. 'a . . _ a a .d � A 4 . ; _ �� �,� ��, SPAGE, EQllAL TO POST � , WIDTH BELOW o��d ' � . . . �: .. ., o.°.a �4 2x6 TUDS C�1 16" O.C. W� I .�� �.�.o � `ii\.��`i���r���ri�� � •= . . � ���\\��``��\\�\�' � Y2" pL D. OR OSB ,����� a .,4... - � � � i i i i. <- SMEATHI �, " � ���iti� ° d � i�!� . � STUD PAGK (2)-�5's CONT. �i �i. ,� » , „ rn > °° ; 4„ PER i'LAN HORIZ. TOP & BOT EQ. EQ. � Yz �s x 10 A, s � 48 t}.C, IN .� Q � � wc� CONT. TREATED x6 R a� ¢ c> o� ca r� `' ' a �,r� � � � � Q 0�0 O�Q 7832 -2 � _o � c.� rn rn 10 Z �� T,fl.W. S�CALE: 3 4„ ` �,��„ d� �: c Q � z� h ' S� . O P T I O N 2 � ° (I� � � cv�rn cs� ; 2x4 C}R 2x6 1�i,� EXP. MAT'L, 7YP, �' � W w.--...-., �.--''�,�._.STUD BRG. WALL z � � � � r� x ; d Q �� c0 � t— ° ,_�,_ ,� e ¢.� �,. CflNC. SLAB PER PLAN I- q� co cn �r...,,_.. 23/q." CONT. TREATED 2x6 1�. Wj '•• --� � � � � 16d DRIVE P1NS � 16" t?.G. =d 7 3Q' 6 z � (IF NEATED SLAB, GLUE �' _ . ; . � ' � � � � : T.O. LAB � � � � CONC. SLAB PER PLAN . . ' ST�. COL. PER. PLAN TQ C4NCRETE) 5 L.S ` � �� ' " � °' U cv °o °'►� J � 7834'-6 # � � . a • ,� >.oa �� _ r„ u� r� ,n r r {� 4' 0.�. �j� � � cL7 G17 r ��%',;�; BASE �: 314x4xa'-12 Wj - � . � . ., .d, � . , � ' ����°. � ¢ ,... i � .� . �� ���_�.>�x6" EPDXY e . , " '�� � . d� � T.Q. SLAB " �����`��\ _"�5 . H� I M� .� � cn cn l � �, „ AN�H. ON 1" MIN. SNlM a;ao�°�b � �. . � ° . - � . •° °; <.a b�-�. � � . '„ 4 ,a ��•�/�/ � a c.� �� ; ��' '� a��4�=a�. �' ~ ° � � '�. .�����a a 4 4 ii,r � � °° ,-.,-, ______� & N4N-SHRINK GRUUT ��j��j��y��l�� , , . . . � � ,, ,;, ,, ., ;� � -'-' O .,� rn � ' ��,�/�l��r. • • �/ / / /r z ////�r �����.�,��.�� .Q• ¢ ..... . , �\ � ���--�rJ S CQNT. � LL %*....... \�, \�-i?y\_�'._— _ ,� . a��z. Ta� � saT. {2)-#5's CONT. � EQ. EQ. �i. � 7828'-2 4. . _ NORIZ. TOF' & BUT � T.O.F. 4 . . �• �d � , ' ' . . . " . � � . � . . . � . . .. '�- . d, ' `' 2t-ON � 0° � r . 2�, ��, ..� 4. - . . OPTION 1 ' , PERIMET DRAIN 4» �ra �„ 4„ PER S S ENGINEER � SCALE: 3 4" = 1'-�" � SCALE: 3 4" = 1'-Q" � 5� �6 �,_�„ � ' ' � �y M�1 ��� 'I a a � SCALE: 3 4" .- 1'--0" �� , '2x6 STl1aS C� 96" t7.C. Wj E �� �'�,,>'" � Y2" PLYWQ. OR t?SB � �_� � _ 8x8 POST _ SHEATHING � (1)-#5 �ONT. H�RIZ. C� TOP 2x6 STUQS @ 16" U.C. Wf � � �1,. ��. _ � » n a ea � \ o �I _SIMPSON CPS7 Y2 � x 10 A.B. s C� 48 O.C. IN Yz}' PLYWD. OR OSB � \ „�,TI � `- CONT. TREATED 2x6 R SHEATHING 'a`. � `�+ I I w f �"� x 1'-8 2x FURRING STRIp � � ` . � HREADEC� ROD „}, 7831'-0 �� ,� � � � (I � : 0 W. �>, �t= �" CONC. SLAB PER PLAN Y2's� x 10" A.B,'s C� 48" O.C, IN �_� �"' r"� _ P05T PER PLAN = f � / _ 783�'-6 CONT. TREATED 2x6 F� � � , �' � � ' ' T.O. SLAB � 7831 --0 � {S} �,, � � 7$30 -1 ., �Q . �' � , -J,�� ' a .l�" EXP. MAT'L, 7YP. w � . T.O.W. • � 4" CdNC. SLAB PER PLAN � ('� N°1 � i � T.O.�. _ .�br� ' , �' .. . ' ��+�4 • . � � � � .{— -.} . � � � � , �� �/ � 6.a � � � � � � � t 1 € ; � d. : - �����io��i,:�'���� ,_ , ; .a• VAFt1E� � }.�..� t � � �---12"t� C�NC. PIEft , , �!,�� .: d.° yi`�ii�� Yz EXP. MAT L, TYP. ' 4 a . d . " a- • : T.C}. SLAB �-� � � � 1 �� �oo�A � z #5 s VERT. x 1 -3 — �, 1 _ 5 CONT. H�RIZ. t� MID-HT. q,5_;`.�,� �� '' � � � C� 24" Q.G. `° � � ) # ; /' , � � C i— ° . ti ,\/ � • �i\lj\�\'i\� �_"""i F� � � 1'-6„ x 1'-0 ° T ' . _ '� � a;a r��������o: � � � _ CUNC. P{ER � � I � (2)-#5 DWLS x � � ,>a ,; 5 DWL.S x -' �',� �, iilii�1 r"' 4_ '�"" � �4 4 C�D 48" �.C. � �a . �� (T)-�5 �ONT. HQRaZ. C� Mlp-H7. �� ��( .'y ��J � � � 4 4 i l V , � � � � � . �ft . . V . 6» - - ' F-1 . . � , � d � , � �3 �IES X Q$r� � ' 4 , � ��} u�t � fl> TOP, g" � .� � � .�. , . �5 DWLS x J --� � � �. =4 �2)—�� S co►�T. . , c� a�a" a.c. � �� „ ;� � L � HORkZ. TOP & BJT. � �� . �- MID. HT., � .��t �,� � � � � 8c BC1T. „ -�-- --�- ?826'-6 a. . . � � � SEE SCNED: F�R REINF. T.C?.F. �=� ►� �� �� �� '° '° "• �4 �2)-�5's CQNT. e� � � J L � (z>—#� Qw�s x � � �4. E�. : - . . °4 � � HORIZ. TQP & BOT. (�} t--�'► � � � �» r� �' °. T826'-6 d. . � � SEE SCHED. T.Q.F. ;� '• '° 4 � ._._._ PERIMETER DRAIN - �- . a. . � � �„ �„ �„ � ��� . � — PER SOiLS ENGINEER ,� a, ' . � � SEE SCHED. FCiR REINF. � � � EQ, EQ. SCALE: 3 4" — 1'—Q" i� S6 �x-4�� PERIME7ER DRAIN �=�� � ° ° �„ �„ �» � � PER SOILS ENGINEER {1,-8" @ SIM.) � �EE SCHED. 5 SGA�E; 3 4" = 1'—Cl" 1'-4„ � S6 � 12 SCALE: 3 4" = 1'_�" 2x6 STIJDS C�} 16" Q.C. S6 2 SCALE: 3 4" = 1'—Q" 2'-0 �� ,/\ }�z"s� x 10" A.B.'s t� 48" Q.C. IN �" EXP. MAT'�, TYP. #4 DWLS x a �,� CON�. S�AE� PER PI.AN �'` �•.,.. CONT. TREATED 2x6 �.', 4 24" Q.C. �y� 2'_0 5" C(7NC. SLAB PER PLAN 5„ CONC. SLAB PER PLAN #4 DWLS x � 4" CONC. SL.AB PER PLAN C� 24" O.C. -� f ��� �,_7s�o'—s_ �s3o'—s 7��o'—s . .. ' , a _ N designed by M TN CAP F�,; �,xx4x1'-tl W \�� �T.C}.W. 4 . . .I •�: I . . ' .. T.O. SLAB T.Q, SLAB � . '('I�' � � � . � �G�—�»WXJ�y �f1,�7'�J' . . . . . �. . , •• .. � .. - . . . , . . . .. . � .. .. .. . , � . . . � . � . . � IIV : p SL.�PE SLAB drawn by . . o � '� � � . Q , 'Q� � 4 7C3���`�.� . . O• . . . �� . . , Q . d•. ° TDH ;,�a���:/ ' a ���o 0 7829 -10 e. � �°�.°�,�4 T.O. s�AS � � ���d � . checked by �y,.\�ir\��',\Z`�y\�; � '!�l`i/�i/�� ` �r�i\�i�i . . �/ij .°�, � a�rd e, ' .� ,, a d \ / \ + : : /\\/\f` T.C�.1N. <. \ . / �'� ' � 7$29^� � � . . a�a�� �'%° ISSl18d �\,\\\\�\ ' a `//�Y/�//`�//i l 1 l//n \�\\ � �// � �`i��j�1��jZ� _ r�, rj�,� o°�p � \� ����� a .o ��\�� �!�����1 4 a �������� (1)—#4 CONT. HQ�IZ. ;o�e. ��f�l�f `��� � \�` �, 1:. �,� ' . ' � ���r ��,�\, • ��`��' T,0.W. �,�`������� _ .: i���ri�i�i. (1}-#4 �UN T. HORIZ. (�)—#� co�tT. �oRiz. C� MID-HT. �a. F�cE ��� . r,r, PRELIM Q8�22 08 .�.tj��l r • -a • : =a . ��� . . ,��\fi � ° .�1. C.rQ�T I– I\��f • . : {1)-#5 CQNT. MORIZ. C� MIQ-HT, ' ( ) # . HORIZ. C� MIQ-HT. M C}8�2��Q8 __ w��� �. SHEAR �': � �,�,� 2�, f-- . , PERMCT PRICING � � I - nif � 4 S . � � �. . . . 1�4n}{,,�,�rx0��y,» . . �f,�e4�Lt.}?�(�t._..��{}� . � . G .. . , . . � � . � � . . . , . . , .. . . . . - � . , . . . ;.� ' �� �w�.� X � t�� a3 U8 #5 DW�S x � _ ° � ,�� Wf (2)-�'4'�s� THRU-BC}LTS '4 . � C�? 48" O.C. � : �y . �t � a L 4 4 #5 DW�S x J C� 48 U.C. � CQNNEGTI�N TYPIGAL. AT �� .� (EA. FACE) g�� @ 48" Q.C. � � REVfSED � O ZO O8 eQrH �rvas oF s-n.. eM. : � 4 � � R, �l , . � . . . . . . . � . . . . � n . . . . � . � � . �. . ,Q ;d : . . � . . .. - . . . ... d (," . . . . . . . }1 ��� � . �. 3f16" {1}�#5's CONT. Hf3RIZ. �� � � _CD SET 10/�31 08 • � • °' TOP 8c 84T. {EA. FACE) . : � (2�—�5's CQNT. Q. F�EVISED O��4JC?� I . HORIZ. TOP & BC}T. � a (�)—#5's CONT. 7826'-6 ' . 7826'-6 d: .' a H�RIZ, TaP 8c BOT. WELQ �.: STL 8M. PER PLAN W/ 1',Q.F'. '° a : T.O.F. �. ., ' 7826'-6 1 f4"x3�'xQ'-6" , Tx NAI�ER C}RIVE—PINNED � �� . o• ' oo ��+ . . a. � T.(7.F. b ° �� '° 4 I 0 TQP 8c Bt?T. F�ANGE � . . . ��� _ }. 'd ° . v. ,d . CO � . . o. • . Sh@�t HSS G�L. P�R a. � PLAN ` PERIMETER D1�AIN „ , „ „ PERiMETER DRAIN ( PER SOILS EN�INEER 4 1 -1 4 PER SOILS ENGINEER 4„ �,� 4„ PERIMETER DRAIN ,� �„ �,� 3r���t PE� �QI�� €�!G{�lEEf� �` 1���„ �, �„ - .t . . . . . . . � . 1'--4" � �� SCALE: 3 4" = 1"-a" 7 SCA�E: 3 4" = 1'-p" 4 SCALE: 3 4" = 1,_0„ � SCAL.E: 3 4" = 1'-p„ , S6 S6 Sfi S6 J�B #C}�a8—� 5 . . . . . � � . . . � . .. . . f . . . . . . . . -1 . . �� . � . � . . . .. . . . . . . . . . . . � . . WOOD COL. FRUM ABOVE Y`�°�`'"� r ` ;',:' �s. � ; � . .. . . � . . . . � . . . ,f Y�.� c:� � . . . . . . . .. . . . . � i7 9 _ ,.�.L' . � . ., . . .. . � . ' . Jk G _ .. r r: `� J F ft. 4 �,���� ,, x � Q ` . 1���� F��y��' '> » �8 1" RETURNS, TYP. _,����P ����. ��'�����.r-. � `�`" . � . � JUN � 200� O � _--- _ . � � _� �_ � � � �'-' oa _��— �- aQ N? � Q C'`J --- _-_- '� � (1)-��'„s�x18" LAG --� --- � `Q�' °� o � 1" RE7URNS, TYP. : �"`'---�._ Cj � CONT. 2x TQP �' �� � BRG. SADDLE: ¢ o ao ao _ _ � DR1VE-PINNED Tt? BM. �s � I � BRG. R-y�„x7�,»x0'-8, Z -� � c� c� rn _�� -==— __- ��_S�E__E PLAN I I BM. SIDE �''s-y�'"x8"x0"-9 W/ ct) � � � � rn rn _ - �.�- ___ m�°�?--- -`1' T.O. �TL. 3/16" 1 ( (2)-3j4"� THRU-BOLTS � cn w '�',--�,.--, = a� -- - g —a �� - . _ ���a�-�s'� -�T� _ � �a� `° � BEAM PER Pl.AN � � 'y � � �°� _ _ � � - �� �Q -� � --=s�� � _ � � _ - ___� PQST PER PLAN _ � � •� ' --� s - _=�_ � C _ �— � a���=� :— i`� = s==s 5EE PLAN FOR � � N oa � r. _ _ � _ _�_€ BEAM SIZES, TYP. �s, — j`'. c�a rn `n - �- __ �.__ _ - -��=-a � � - - ` _ _ �s� �i �t- � I 1 -- — - _ ___ �ir � --- _ _ �; �, rn rn _ s 6 2 � _��`- �3 SCALE: 3 4" = 1'._p„ ' • � U � � rn � ;�_�� g ,} � „ ,-�,,-, - -���a= 2x B�KG. S7 � �. _..i o x SCALE: 3 4 = 1 -0 � - =-'�g TO MATGH S7 � � n � >°:� � _ - COL. ABOVE ___ -- _- BEAM PER PLAi{� I I R(DGE BEAM PER P�AN �= _ - -- RIPPED 2x14 � I _ JOISTS PER PLAN � � ( � SIMPS�N HANGER PER P�AN „ I I HSS C(?L. PER PLAN 3 MAX. STONE & MORTAR { ( . TOPPING ON WATERPR�C�F 1Y2" LTWT. CONC., TYP. ! I 1� TYPICAL B�KG. DETAIL SCALE. 3 4" = 1,—�" MEMBRANE PER A€�CH, � , ° I ° _ � � �7 � Q . RIPPED �x10 RIM SEE PLAN � p. T.O. PLYWD. 4 SCALE: 3 4" = 1,—�» � � 3f2" �� � � {2}-3f4"� THRU—BOLTS (1)—�I'4"�x16" LAGS EA. BEAM RIPPEQ LVL J�IST � . 8 G TYP. ��'�`�.. BEAM PER PLAN PER PLAN � � 8x8 P�ST ��� � (NOTCH AS SHQWN) 2x12 BLKG. BTWN. RAFTERS C�D BRG., BEAM PER P�AN � � LEDGER PER PLAN TYP. � � � � � . z � ' I—JOISTS PER PLAN � � � � � 12 SCALE: 3 4" = 1'—�°' PACK WEB SOLID, � TIMBER C0� PER PI�A�J FASTEN Wf �4'�s� ST� BM. PER PLAN W/ (� � � 2x6 STUDS C� 16" W » 2x NAILER DRIVE—PiNNED �_� � � ., � TNRU—BQLTS C� 16 O.C. T� TOP FLANGE ,�q TIMBER CC�L PER P�AN (BEL�W) �,z,� PLYWD. OR OSB {STAGGERED) _ SHEATHING � `°°'` i7 �CAI.E: 3 4" = 1'-0" � �� J41ST5 PEF� P�AN ,�°� � � ? SCALE: 3 4" = 1,_0" � �✓ � . � BLKG. BTWN. JdfSTS „ 3" MAX. STO�JE & MORTAR 1Y2" LTWT. CONC., TYP. S7 � � �"� C� BRG,, TYP. 1.Nz LTWT. CONC,, TYP. TOPPING ON WATERPRO�F 2x12 RAFTERS �-� �'°� �j MEMBRANE PER AR�H. � � ` � � ^ � .y _ � _ SEE PLAN PER PLAN � � � � — SEE P�AN T.O. PLYWD. RIDGE BM. PER PL.AN � � � T.(3. PLYWD. ,,..� !--� � —� � RIDGE BEAM PER PLAN � � �•� � � 3 SCA�E; 3 4„ = 1,_Q" � { Q TYP. S7 � � i . �� � B{�}TYP. Q TYP. � � � � � I.VL Jt?IST5 PER PLAN I—JOISTS PER PLAN 1—JOIST� PER P�AN E--� � �,..`1 �_� -~ !� F-� h��� PACK WEB SQLID, r ��i _~ �� � s FAS7EN W/ (1)—�f¢"s� STL BM. PER PLAN Wf �4}-10d NAILS INTO SOLID Bl�KG. BTWN. ..�� STL BM. PER PC.AN W/ TNRU—RQLT C� 12" O.C. 2x NAILER DRIVE—PiNNED EA. LC?QKOUT, TYP. LOQKQUTS C� BRG., � � 2x NAILER DRIVE—PINNEO TO TOP F'LANGE 2x�2 RAFTERS TO TOP F'LANGE (STAGGERED) PER P�AN 7YP. EQ, EQ. � �� 16 S�A�E: 3 4" = 1'—Q" � � 11 SCA�E: 3f4'° = 1'--�" � S7 S7 �: : 6 S�ALE: 3 4„ = 1,_0„ �=Z� � � S7 : � � LEDGER PER PLAN Q TY'P. � � �SEE PLAN AM � 2x12 STRUC7URAL 2x BLIfG. BTWN, R(�}TYP. (2)-3/4"�b THRU—BaLTS SU8—FASCIA, TYP. RAFTERS t� BRG., TYP. 2x12 1.0�K0UTS / {� 24" O.C., 7YP. (3}-10d NAI�S {� j 2x12 RAFTERS PER PLAN EA. RAF'TER, TYP. STL.. BM. PER PLAN----f � ( � � �s ' VAL�EY 8M. s PER PLAN VALL.EY BM. s PER PLAN 2x6 S7UDS Q 16 W j (2}—Yz"�xs" �.acs ( 1 M TN �' S�H ATHWD OR OS8 dBSIgC1Bd by MTN � � 2x6 RAFTERS . �._rawn __.Y_.�.,.___�.�._�_�.� �u��r—uP s�ruo co�. �7 checked by TDH � � � PER PLAN � SCA�E; 3 4" = 1'—Gl" �. CONT. 2x6 STRUCTURAL 2x6 STUDS t�f 16" O.C. PER P�AN . SUB—FASCfA W/ J�" PLYWR, aR OSB issued SHEATHING BM. PER PE�AN iQ SCA�E: 3 4" = 1�—�" PRELIM 08 �2�d8 s? PRELIM 08 2��8 15 SGA�E: 3 4„ — ��_4„ PERh/1IT,/PRICIP�IG S7 SEE PLAN , T.O. BERM � Q9�C�3 �H �..�.._...�'��`" CONT. 2xi2 STRUCTURAL REVI�ED 1 C�f 2�,�C�8 SUB—FASCIA PER PLAN CD SET � Q,��I �C}F� O t7 �A TYR. 2x12 RAFI'ERS REVISEG o6/o4fa� {4}-1Qd NA1LS (� PER P�AN GON7. 2x12 STRUCI'URAL - - - - - O U SUB--FASCIA — — — — — EA. RAFTER, TYP. 2x12 f2AFTERS s� STEEL BEAM 'a a' 2x BL.KG. BTWN. Sh��� CAP R: 1� xBM. WIDTH RA�TERS C� BRG., PER PLAN xQ°-8 W/ (2}-314"� PER P�AN � TYP. {4}-10d NA1LS s� THRU— BC?LTS. (1�—EA. O 2x BLKG. BTWN. SIDE QF WEB. HSS C�L. PER PLAN WJ z"TPLYW.1�lR EA. RAFTER, TYP. RAFTERS C� BRG., - - - - - - TYP. QSB SHEATHING BEAM PER P�AN RIDGE BM.'s PER P�AN � 14 SCA�E: 3 4" = i'-a" � SCALE: 3 4" = 1'-0" 5 SCALE: 3 4,� ` �a^Q�t � SCALE: 3 4t, ^ �a���, , S7 S7 S7 S7 - J�B #C�808-15 it , t f �iRFA GAL.�ULAT[�N�. GRFAALL.QWED: ,; _�. � , ,���k;�. � f�. � �� ��f ..�. ��.�� �.+ � � X �n,i.,x ��Y9..✓s�"`.:..,�i-�. `� �r:�:'.� �.�.3 �iY�us2s--�a::in ..d2.,.u'. �`w_ Fs, �r ,rukc.. .�'�,4� _:�:c4�n,��.':v _ a..__.....__.___....._..__.__.____._..........,.___.__ r_ ._......._........._� � ��,,,,,) MAIN RESIDEI�CE - 2,770 S.F, I �'; I : �� l � EDU UNIT - 1�20fJ S.F. I �� I �..J I i� � � �� � ..�_...__.�_......_..__......_....._�.._.....,,�:_.._._.._..__:_.__...�_.._.._.._..._.,� MAIN RES GARAGE = + 592 S.F. - (�00 allowabls} 1 ( I `&,_.:.�'`":-J ��"'� r � MA(N RES LOV�IER �EUEL = + 677 S.F.� �� � ( � .:£s��.�-�'� c� c� c� c� � �� c� r.� c� e� c� � 3,� �-,�: �` _ -h .F," � �.1 ......._.,._._...._...._.__......_,._. _......._._� .,._.._�......_.._.e ? I MAIN RES MAiN LEVEL 12?Q S � � ( � r � � � MAIN RE� UPPER LEVEL = + 540 S.F.�` � I � �„�„�,� � � � � � NEW S.F. IN UPPER LEVEL = + 126 S,F.� 1 1 ( � �� �i � ! i � �� � � �� � � _ . { _ � _ ( +4'-0" 4VERHANG � + ��;��. �,r� �} � , � (:_ � C�."�_ 1 � � � +16,_0„ VAULTED AREA = + 0 �.�.'" �� � � I � � � I � I � � � I � i � � � C� � � M � Tc�TAL FOR MAIN RESIDENCE _ + ` , ��'�.F °��`�� 1� � E � � � �j v� j � � 1 �IOT T�7 EX+CEED + 2,77a �.F, �Q � 1 � -� `� � � I I � 1 f E e� p I ���i �-' :� ; � I � � � �� � ���G� �F �A��� ���t�l��� � l � � p � � � � I j � j � � � j3 j � � � � � 1 � r,�� R I � E � EDU GARAGE = +574 S.F. - {600 a1fawable} �� I � I � �-n � � � r �� i � i �"""� �`-' � � � � � EDU LOWER LEVEL = + 600 S,F. I I ( ,��. � � � � � � � � ( EC1U MA(N LEVEL = + 6t}A S.F. I� 1 � � � �� � A-+ � � � �74 �� EDIJ � �AR ', ,� � � _ . � � � � �.�.� � � � � � � TQTAL.F4R EDU — + 1,2�t� �.F. �� � � _ i E � f NUT TC� EXCEED + 1 ,2QG �.F. � � ——� � . �;� � I i � ! I I � � � � 1 GRAND TC�TAL 1,2QC1 + 2,749 = 3,949 S.F. � � � ! � 1 I ` j I I i � � � I i �.: ► I . 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PR�JE�T BENCHMARK: HARN CQNTRC7L POINT "SPRADDLE" EI.EVATIQN = 8287.82' {NAVD 88j. I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFiCATE WAS PREPARED , -- �,�$Q" � FQR LORRAINE HOWENSTINE (�� 1g29�,/'� 2. BASIS OF BEARlNGS: THE LINE CONNECTING THE FaUNO No, 5 REBAR WITH ALUMINUM CAP, L.S. THAT IT IS NQT A �ANt} SURVEY PL.AT �R IMPROVEMENT SURVEY PLAT, AND THAT IT IS �! ��� � �/N�� N No. 26306 MARKING A POINT AL4NG TNE N4RTNERLY �INE OF PARC�L B-1, STEPHENS NOT TO BE RELIE� UPQN FQR THE ESTABLISHMENT OF FENCE, BUI�DING QR QTNER FUTURE (��ji / � SUBDIViSION, A�SO BEING THE NW Y4 SW Y4 SECTION 14 AND A FOUND No. 5 REBAR WITH B.L.M. IMPROVEMENT LINES. � (""` `�'- BRASS CAA MARKING THE NORTHEASTERLY ANGLE POINT QF AN AC�ESS EASEMENT BEI�lG �{"��, ,/'� o N48"37'25"E -111.90" (SEE ORAWING). I FURTHER CERTIFY TNAT TNE IMPROVEMENTS ON TNE ABpVE DESCRIBED PARGEL QN � `� �+ 3. BUILRiNG TlES ARE INDICATED IN PARENTHESIS (XX.X' . TNiS DATE, o�/a4/as, EXCEPT UTlI.ITY CQNNECTIQNS, ARE ENTIRELY WITHIN THE , `�� � � � BC�UNDARIES OF THE PARCE�, EXCEPT AS SHOWN, THAT THERE ARE NO ENGROACHMENTS CJQ� �,,,.�''" � 4. THE 50� STREAM 5E7BACK WAS DERIVED F`RfJM THE FIE�D �OCATION OF GqRE CREEK ON UPON THE QESCRI$ED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NQ APPARENT EVIDENCE OR SIGN OF ANY ,/'r� �' FEBRUARY 14, 2002, SY PEAK LAND SURVEYING, ING.. EASEMENT CROSSING 4R BURDENING ANY PART UF SAID PARCEI., EXCEPT AS NQTEp. � 5. THE FLOOD PLAIN INFORMATIC�N SHQWN HEREON WAS CAL�U�ATED BY PEAK L.AND GRAPHI� S C ALE CQNSULTANTS USING THE REVISED GRADING FOR PARCEL B-2 AND THE I�lFORMATION PRQVIDED FOUND Na. 5 REBAR BY HYDRC}SPHERE RESOURGE Gt?NStJ�.TANTS. WITM B.L.M. BRASS CAP �0 0 5 10 2Q 6. PARCEI. B-1 AND PARCEL B-2 AR� SUBJECT TQ THE GAS SYSTEM UTILITY EASEMENT AS DATE:�I � d�__ ---------------°---------------------- RECOFt�ER IN BQOK 271 AT PAGE 534 AS RECEPTI4N Na, 167934, BRENT BIGGS coft �o - . -- CO�ORADO P.L.S. No. 27598 e�M ( IN FEET 7. PARCEL B-1 AND PARCEL B-2 ARE SUBJECT TO TNE PARTYWALL AGREEMENT AND THE FOR & ON BEHALF OF PEAK LANQ CONSULTANTS, INC. / G� 3 � °.. DECLARATIQN QF COVENANTS, CONDiTIQNS, ANp RESERVATIONS AS RECORDEQ AT , 1 inch = 10 ft, RECEPTIt}N No, 75$779, � .,�a�.*+.4.- . 8. PEAK �AND CONSULTANTS, INC. DID N07 PERFORM A TITLE SEARCH 4F THE SUBJEGT �����������"'���i PROPERTY TO ESTABLISH �WNERSHIP, EASEMENTS QR RIGHTS-OF-WAY QF REGORD, RECORD C����� �,� t� DOCUMENTS UTIL(ZED IN THIS IMPROVEMENT �OCA7lN CERTIFICATE WERE PROVlDED BY �AND ���e°�� e���� �, TtTLE GUARANTEE COMPANY, VTF50�13695-4, DATED APRiL 20, 20Q6 AT 5:0� P.M,. 9. NOTlCE; �ea�� ����� a``� / ( 08'�8'45°W REB 13 '"`�"""` .,��0�'�,�„e � p3 ACCORDING TO COLQRADO �AW YOU MUST GOMMENCE ANY LEGAL, ACTI�N BASED UP4N ANY FROM LQT GORNER} "�"'`^�.. �'2� DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCN DEFECT. IN �.�r - � NO EVENT, MAY ANY ACTION BASEd UPON ANY DEFECT IN THIS SURVEY BE COMMENCE� MORE �; `"`�-•.,.ti, ' " THAN TEN YEARS FROM THE DATE OF GERTIFfCA710N SHOW�I HEREON. `��'� �� / "�+,�,,,,� � / 2 ``�-�.,,,,, Np �'� ACCESS EASEMENT �y (RECEPTION No. 305440) / �. / � � w ,� O `� g ,��.�;��� �.. ,� , �¢�� .���� �C �� O �'���P�\� ACCESS/PARKING EASEMENT FOUND No. 5 REBAR APPROXIMATE �OCATIQN QF W��� ALUMINUM CAP / � (RECEP TON�No.�175877$} 100 YEAR FLOQDPLAIN �� ��'' �7��� NW Ya SW Ya SECTION 14 FQUND No. 5 REBAR (SEE GENERAL NQTE 5} FOUNQ Na. 5 REBAR WITH ALUMINUM CAF W[TH ALUMINUM CAP LS NQ. 16827 '� �S Nt�. 23506 � � '�,� / l � � �' � N87'09�00��E - 245.28' ,,,,.,,,_..r,.. .�....,...-- 00 �{ � ....�--�- •-------- --�.^"""'.. "---"--^..' ^�'"�'�"' FOUNa Na, 5 REBAR ,�' � ..� � � WITH AI.UMIPJUM CAP � . �` (24.0) ' �s Na. z��os , N87 09'OC}"E �-- 1 Q6•�� 31,4' � �o.,� �. ` ----�----- : 2�.1s'�' � � �; _ �v a7•a�'ao"� - � 25.��' ..._..._. ._._.-. - - c�, � S�AB�F 1�130.3 2.Q' � � _._.-.-�-- ------- �"�.Q�x Q • � . - -.--.---�- � � ......... -- ��..�.7�" � °� 2��� 1 {�.�°} ' - � ,TOP OF GARAGE � ° - � f SLAB = 8130.3 � � � � �' --�`� o � L2 �, � ....y 2.C�' - , f 4 � � � �n ,P I� (� � _ � � � � y� 24.1' � ° (3�f C� .�p � � I" � Gj ' . �. 2-STOftY W0�0 FRAME s I�.- � .� � .�. o tI F.F. = 783q.5 �`=' , � h� � -P `� � (UNDER CONSTRUCTION) � 3.0 � � „ _ � t31 `0 11 1.Q' � � t� �. � _. .... ' � """` '�' � � � � '�.sZt"w.-».».. ,.,, .... 11.3' Q rn � ' � _ --� . � � - �' _ � ,d,� � `` '- V•,,,,,,,,�,,,�•5 ;� �°� �.t�' , ""'' � � " -�� r2. � 1 � ' ;.� F'AF��EL � � � � � PAR�E�. A � ' � "' � � � - �" � -- - .� • "" � ,,,,,,,�„� ��.o' � rn ` � O� ' � .p � vppE� wooQ �" "~- --I .. �. `""�" {3.1'} 24.0' -�..... ,,,,..,'"�-�g��GK u; ,�,,, � . . . �. ,�r ,.. �<;��P ,..... , •-- , ,...�. , --- ,-``�- �K �` � «�. �.-x �� � ,,�. ._ ,.., �.,;; ,.y ,. l., ; ,, ,.,. , z,., _ .., ���v,��:. .r,�w. <.: �,, �,.,, � .:� ,: ;:,:,_, .. ,,,r,.,, � �M,.,,,,,,,�� �"--__ .3.. � � ��� �,� _.. .. . � , ._._ .�� . ._.�.. � ...�.- ������Z`�---� `J e�o ` � ' A�.� ,� „,�. .�;....-- � � � �� ;,,..• �,, ;-0. �. � � ���"° ~ti4."'' �:.""" � C1.249 ACRES �� � - � 50' STREAM , ,± - , , �� � �� SETBACK �, �,;,. ''"� FOUND 41.4' W.C. ADDRESS: 2754 SOUTH FRONTAGE RQAD WEST ��� , ,' `.`� �� � � � ` '� No. 5 REBAR .... .. .' ,. �°"" APPROX(MATE LQCATION OF � � WITH ALUMINUM CAP iC10 YEAR FI.QODPLAIN � � PAR�E� B_1 � �.�. �o. 23�Q� � {SEE GENERA� NOTE 5j �OUND 52.0' W.C. � �,,. ' � WITH ALUMINUM�CAP � � �,,, l.S No. 275�8 � 1 � � �""� c`' ,,,,, � � � �� � D �1 �� ...._. � -- � , � � FouNQ 4a.2' w.c. ...- � '"" ""� � �'Q r�o. s a�aa� . -° �,rt ��� � 4 ���� , , WITH AC.UMINUM GAP �-•-�^ �.S No. 235Q6 ..".�...+-., �'� � �� �`���. _._�__._-- � ------ � � _._----�--°°�_ �`°�``- __..- �`-�----.�� �._-- -� .f--°°' w--_.__ .�-�-''�� "°--�� LINE TABLE LINE L.ENG7H BEARWG ��_ �_ �_ �i � `�-.�.�a �1 15.88 S11'14'S9'W ----.r � , �' o- " �,,,,,. 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