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' �. --� . e T�� �� " S6�''36'22 W 1 A � �.�.' ,a,..,.. .....---„""'... ___. ,._. �` _— �� � �' r���J � ,_��� ,, ,b i �� 8020 _.�D � -- � -- -- . _%%� \� �° ./, 1 _ _• __--------- — � � _,,,� --�0?4 e q. �,U�p ,_._-_ .. �. � .�- __".'----� �,_,,,_._--- � NOTES: ,� � ��� , STA�RS _.__ � � — � `.,�o?B� , �, � �04 00 � ---� � � "� � ' — --- -�'�`?�� 1) DATE OF TOPOGRAPHY: �CTOBER, 2004. � � � ,� �z sg —�— _ � (r�E?A1. GRA�E . _ . � ' .._. , `"`----_ , - :�,) r3ASIS OF ELEV/�TIG�vS: NORTHEASTERLY CORNEF� �F LOT 39, ELEV. = 7995.7' ,�� ___ v c� �� GW E@�T.o.w � ��e , _. j "�r' -, .—.�..,..,, / a T E: ��^' , �� R�� �- ' S 3} N O T I C E. ,A C C O R D I N G T O C O L O R A D O L A W Y O U M U j T C O M M E N C E A N Y L E G A L A C T I O N B A S E D U P O N A N Y � �-�- t�L Q , ` FCJivD P!N f+ND CAP . i 3 ���� $p5�`� sq��I. G� �-- .. �� r�, .+�, � ' ,} � � E L tY = '8 0 2 4 8' � �� -r•o�u• ao3�' ���N W r __ --� DEFECT IN TFiIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SU�,H DEFECT. IN NO EVENT, .�, � � i �,o,�go 2 4 slo,�,So2g' , -�` / M A l' i�N Y A C T I O N B A S E D U P O N A N Y D E F E C T I N T H I S S U R V� B E C O M M E N C E D M�R E T HA N T EN YEARS �� � � � � � ��,a �RC��I .THE DATE OF CERTIFICATION S'�10Wtv HEREON. � � � � �' �- � C 4'� THE BOUNDARY �IMENSIONS, EASEM�NTS AN� RIGHTS OF WAY SHOWN HEREON ARE PEi� THE RECORD L � d' ° � W1D� � �- �� � � PLAT FOR THE SUBJECT PROPERTY. � 0 T� ��� — R � ,� ..,.,......, t� "''"""". coNCaE .�- ,. • � _ , e ` �E � , . ��� � �� � •� � � � _ _ ,��� � � ^ _..._ --- yY--` � � 3� E � 1� 1 '�� 5) VERIFY CURRENT B� ���_D�NG SETBACKS AN� r:ESTRICTIONS Gvi:�-I THE PROPER GOVEF:NING AUTHORI"f`f. � � _� �� � �8 344 A�P�N S I TE P L A N � f � ` �@ � 1�4�_�x.,ri rr�y. +4;, '*.: �`t'^ � _-�y..t. 5x�r ` ' � S rld'Pr°sT3a�:4r�_ �� }:� t`� t� ' •;7r�;�`���ry,... �t���CTxt��};�x��'d"u4r;„..<itii� � � 0 � a &s st�'�rr�'•A4 ' ���, i:' ��- `��,; @+,�';.,±i;Y��j� �'l,�'en�rfitx � . - �i �m�";�r;'�'p"f;�"-��+t;€o� ,i�,:� �` a�` � �'f«,.;d ,�y� � 1 � � -''i�k+'h;;�r•' �kY,�r'�9�`, �"'�5+`' ' ''�E � ;l��`�f�3'�� 3ar?y'�r�� 5 r,�i�+.�,pt��„''` b �'�h�>',,p'•!4�'h',: .rtr. +`M c' e.�r- Hao?Y, r,.�+... �:ti''' �yf,�' ,r..,'�yib.;(tt s;J�."�" ,n;5k�S',` � , .-; e.�-. . ` �S FIRE HYDRAi1T � TREE (EVERGFC�N) �e SURVEYOR'S CERTIFICaTF � S P E C �. ', SAMUEL H ECKEf� A PROFESSIONAL l�1ND SURVcYOR REGISTERED UNDER i H LtiWS "F � � MANHOLE (SEWER) `�_ �EE ��EC�ouous� _ _ ^ C GRAPHIC SCALE � E THE STATE I • LO�" _.5_1�.,E�� _ __ _ ._ 10 454."� __� 1 �r � I,TILITY POLE _ ° � " -- � COLORADO, a0 HEREBY CERTIFY THAT THIS TOF:�GRAPHIC MAP WAS MADE BY ME ANu UNDER MY C'� �I C� -[� pEDEST.. �ELECTRIC) � 1��.L(,��;,�FfS�' $ITE GQVER14�5� I, 5�6$`. 1.6� 5/F '� -- �'� {- +o � ��ERVISION, AND THAT THE MHP IS ACC J�RATE�AND CORRECT TO THE BEST QF MY KNOWLEDGE. � �'� r�i PEDESi��L (PHONE) � r._!,�Zi���1.,'a�l_T��l���l��a� �1 �J��^_ r. g�-�` . _-___ � F � � ��e�� ��'�� Q ��Q'�•� a� t1r� 0 PEDESTAL (CATV� `� A L.1.,4W��`.� C'.��Z(=I� m ,.. , .. � ,. ___ _�_ j� � j(� A �'"�jj��j (�j� , �.l ^El�.i ; �t� . �'��a�� _. , T. � __ DRIVEWAY/EDGE OF ASPHALT `���� � _ � C�(�F�1 ' . . ,2,4$.��_S�F.�..�.,'�.� _,._._ i\.E'iIVL!`�. ���ti�1llZ:t�i�L' _�i.'. - lv '� + e� ��� � ��� �: m — — EASEMENTS _a b� ,. ..._ . . �.... .. _,...,, .,r...n.�.._ �.r --------- -- -- ----��—�}--�-r � �� m O -c�- �--Q—�—�-- FENCE , �V� ��� ��l��l�� �S ��� �����T� �►'#��� �F MUEL H. 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ROOM 13EDROOM q� -� `�' � ~ ' DINING �� jo � DavldL.irwin ' '�'� `L° aN ' Q � �,, � _ Owner � m � _ � � � N �1 ��� 7 ! 3 � � aN f � �' a O �1 - , �'t � ,� � „ i n ,. �� 5yZ � � ,h, y m .0 3•o I�o g� 1 �•c� 2 a � i _ � s, �N 'Q � A I a • 10 , '� i � - , _0 ' � _ O �a N � , � � Post Office Box 3342 i = �j. � i � � �� o = Vail Colorado 81658 N ,� � ' ,� _ : ���� .� �►�p � �," . � '� � Us � �` — ' � � M ' , Cel!9�00 90 09311 �' a N � 3 i � b ¢ \ O -, �i� `d M � ;3 3 ,� Z°'I4� �� � } - 7 i O _ y L ## � — s _ Fax 970-076-3334 } ' �`v ,�� � w ��., f � Q � � o � � : �3EDROOM 3 �o � � ; �� - m � - ' t '° � � a � KITCHEN ���� ; { � d � . � �, � � :�o ; � � : � " ' ti °° P TY. ' ; ; 1 '�r . J so v- ! .>.. . . � O e � �� --— �E- � -- R E F. i � �, : . � w� D�. � �. � Q � _ _ ,� r `0 + �� � ,� � b �b � zt' � ' s ' ., � " ati , � � ' h � m � + o.. `_` yry ��\ � y • yz 2 y ( 5�'„ 3��y�� �o a `'' M 3��,�i 2.� ;�3�� ��5a ,� 6y� � a 3� � iN *° ; yt. 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MASTER SvITE � ;'� � � �i �� �� - � '�� � ��' �; I � �"'1. ., �,�\ � GUEST SUITE � `���,� r �- � � ,�,, -� , \` .. ` G � y �'�J � , �� � . • h''" ���` 1� F P "s` �,� E , �� 4� y* ( yti �� v �- �` .� '1 �' �� . � - � �..�.... � �, � ,� O s�.F-c�.oa�u� uy , , ' . � - 6 � � 0 .;� ` � � � weaTMFa-sTRip 000R , . . y1 t � � ♦ � � y oa MecKANicn� Room �„ ' ' '� �,C /�,� � . a. ♦ � ����� Y � / • . � 1 ' '1 . . o��a � • `\� ` ~�J O ' ^ • ~' .� \ �Q� \ �'rQ � P ,� • 4 O ' I " ' � � . ` � ' O ..b� - � �/ ,: '' ' � f � I � " � �' �'� WUTILITY ti. i3•o - � , 2�6 � .. , . .� q'6 �'e S'� , •� ��� 0 �'� � O ��` 13�•0� - � 'Y . `• . � F M° � s • .� . � � � / ' . ����v�• �°.� � , ..�F�. +/. `1a '�., • ��a I ,... . �l� ?� ry\ ,°� ,, C O O ' _ y ,O � � I. O ��.[ ' ./ A yy ' '�9/ �► —---—. �.-ai� 3?' ---—— ,s_ Py,. �' . � ,. ...� .... .� /� \ � F ' ' . �� �r *� � �,,�, r ?��y �,d� �Iry � . • , ��~ � �h� F _ y � .� . x � _ � � �t � ' • �(A�/KG �y��✓�� � ' • . CHECKEO . (c� 200$ , LO WER LEv E � � MA I N � Ev E � . �,,o;o$ s SC• %''_���" sc. yq"��:Oa scALE u • % = I-O , JOB NO. _ � aos , � � w � ; �� SH�ET • , � � , '' • . ` OF �ME�Ta � F'"+ .� . � . i � , - . . . . , . . , _ . .J� uY i11;+'r. 1 i e�i: �'..,4� '� . a . . _.....____. ... � . � i i - REV1310NS BY _ �'U�l� t`� ,�� I - ' , - 2�`• 6" 3.4�•o� ; t4t• 6" �3`0`� �`� �`� ���• �`� 3'•�'�i� q: �o �'. ��• 3�,o� 2�,,�y � ��,,�z�� 13,.��� 2�.b�� R. 6�� ' , �'/i 5yz S'/Z 5%i sy2 sy2 $Ys �yx ,5'� ; � 1 The � �o��. • Vr���� ° DESIGN/DEVELOPERS � David L.Irwin Owner � � Post Office Box 3342 � . Vail,Colorado 81658 , ' I Office 970-476-7101 � g�A3�� 3�,3�� . �� • CeII 970-390-0931 Fax 970-47b-3334 h , M , aN , � ����� � � r STUDY �'`` '��� _ -• � � �,'� ' ' = 1����� ' _ �. . r'� O ",,,�, �` 20 d, � a Q ��� Y`�. � � Q s ' .�`� �a �0 . � . c� `� ��� � Q- � • i � y O : �� . � i X ' _ .b' � i�� �5 a � � �� �:; __ -��-__- -- ------- - - --- ---- - � �� aa �a. � �'e $ �A . - A ` �.� U �� N V � ' (� - ��� — -- ,a R A� �� � _ =N �� �; A c � 1 „ ,�"R _ - �4 �� `p G��w�A� O 'Q :o � ; 2q w� E I _ � � - ;p • bx� � € — . -- �- _ " _---� � ' �y°�,a `� �a _ � ; �+I �� A• �, ��� O , - -.,.-�.. : � � _, -. < � � eh ...b , � � � „' � , � u �� Rt 6 " �."i � � � � �p ���� 2 �'�� � • , �r . � __ ��' � i3 a4 A��o (o+ }� �y , , v; � v� [�-] F'�1 : a a^' � e O � y - , ,`X, . ' 6�, 6�, G`y2� .�ti R = � � \�' O . • 5 a � � � . � � �� . ` 802�'•9" i6 "� � 8Ot8•7 � � � . , = �q _ ,. .,: � .. , �►ti O ``� _0 � 0 ' . Q� F N 4 _ � /� � ��o� i ��,��.� t 4 z � i ° 0 � � �_....,.'"''.c�P� , �y ' i� � p[�;� �1 m t � � �� v o , � � _ �� �`� - � ` r.�, . � `Ati N •�,.._..� , _ _� ; � 1�1 I � O �� � i � N � � � N .; .a , 2,b,� g a, �„ �!o Tw0 �aR � � - �T3EDROOM 4 a~ ` ` � c�AR�►GE ` �� �, . 'h4,► , � " � . a � _ �+ \ ti p ^ �,,N � � p' • ' �0 17/. �ti 4j � . — � _� A `, � y,, � `- ' ♦/� ' , �N w ' N ♦ • J/ �O � 4 � � � � _ _�-o- ___.._.. h 9 , . . . ,� , .� � ' � �s � . - - � ' �r�i . s �.� �o . :�, , �, �. � { � � �� � � h . �,. 6 yz� s,�,��,�,..._.- 5. �Z� 4� 6 y�� 6Yz 5yZ 51'Z' SY= , ' • 21 - o'� t� � 1 ✓1 ` /c �vU'u.�/Y�`l • CHECKED , � � Q 20D � "" . UPPER LEVEL GARAGE LE EL DATE . s�•o�o� SC. ��q��;p�� 5G. ��=1�0�� �BCALE ,� . . /� i-O " • JOB NO. - , $UJ� k - ' • . SHEET � , � , I ' . ' � . � � / , , (JF SHEE�� � • . _.. �..w.� �. .�.�r� . ,,;� , ���°�'„ " " _ - —_ , . " �, � � -- " � �xeeee ' � . , • � � �r�.� , _ �:��. s�` �� F� �� � � � � R�VILi11�N�i i��t' ,. DOOR SCHEDULE � ��uE �3�0� ; - M �ESCRiPTioN MAT'� FRannE sizE TRESH REMARKS FLOOR BASE WALL WAINSCOT CEILIN � REMARKS I 4 pnr.�c� F�R ' '' ' " 3�a x �� 8 mET�a� W m W � z ar o m � a� . � ANF_L � �� � �� w � z o w � � °C � z W Q � ►�_- � 2 q P F �R 2� 6 x �•8 m �= Q � X Q o � o � � V n. � �-- w � m m w u E= a� � � m W `w 3 �} (��a N E L F� R 2��q��X ��,a�� F- 3 � w '� w m � a m Q � � �-- _ Z � o .�u. V O W o v -w- Q � � z �' w p �? E- a 3 Z �'" � . 4 �} P A N E � B I - (�A55 ! " ', '' w �- � S � a c� �x � o � c� � w °- � � �► `x o �"'_ z F�R 5 a x� 8 � ac cn '�' J '�' o w' o � ►- , o a o o , � � O aa a z a � o o c� a ..� O z � pC �' c� O cr Z O �" pC ? r � � � � � � GC � d J : ``^ a� 2 p - � 2 /d!�1 F L � �� .� u d J W U � U � 2 Z 3 > U a. � �N � �N N 0 o a o o z_ Q `w � P F� �GL.R�S 3 .o x (, 8 M�SA� w� (��VRLE� G1.�55 � � � � w v~i � 3 v � \ \ \ � 3 n. � M 6 � (�1�NEL �noKrT r-�R 2'�+"X G�.$�� , ,. � . �� ,.�� � �..._._ .. GAR laG E So��.q 8o3s��o' <l�' GoNGRET� 7 r=xr. sw��y�u� F�R�G�ASS 2'�6" X G�•8'� m��-A� '1'rz�-rJ�� � A�o ��/; `�X � , w EN�Ry 8o�e• `' � �� � � � � /0 7 eo26�8 � ExY. s�,�oeR ���GUa55 5�0� xE�� o� nnF_�-Ac� -ra� -tJ�u�r�ED �S'TUt� 8ote'•�" 8a26�s" T e l� - 3x `y ° �X-r. s�.�r�E R ���,t� r��G�,�SS �'.o' x a'.o" m��A� Tt�� -�►v�r��b /�rl� 3 x f�Ei�R.00i'Vl 5 8o ie�7" 8026�•8" I 0 . q �A N E�, Fi R 2`�o' x �'• s'' t3��"'F�t�.o a rn � s o�a'-7`' P�' o z 6'�s" �l��J 1..1 ,1 � 8 ( � 5}�ow�(L rJooR mF�fA���SS 2�• 6�� x (,'.g�� FoI� sT�AMFR �.-.� U 11►�1 (� $OUO�Qi�� � m Q,o�B��/, DESIGN/DEVELOPERS ,o 8020•4 ' �2 �} (J/�NEL (JO�IaL� QOb(Z5 FlR 5! 2��X6��f3�� (JiN �NCa 8(3U$�8�� $0�'1�•q �� David L Irwin 13 � psNE �.. t�� -r-o�c F�� �`• o'x G'•g'' I<ITGNE�J eooe'•e' a wa a� , ,� ao��•q (4 � �qN El. Fi R 2�� ��� X ��,8" r�E�'A� . Y►�lASTEf�L SU lT� 8000�6" � ��� 8oi��q`� � � � pAuEl� FtaF_ (JonR �1 R 2', 6" x �� S�� N►Eri'AL 1�1'I 145�`�GZ. (��-1TN 8008�g� �► a D t'�'�` �� a���1'�11 P.O.Box 3342.Vail.Colorado 8I658 (�i ' Ga�A G� i�oot� rnRsdN�r� -)!c, x �6�.o�� � '��i9a��9� �Q ' " R E� , R o a ` -476-7101 8OC17'IO WRFI OFfKFSIOGtED IN f Ft Lauderdale/Miami,Sarasota.Fioridz, Rhfnebeck NewYork (3l�R �'� sco?%,p` � _ �'( � fo��a '7q9q`q�� IS GUEsti' SU��-c �qga'q" , �� 8vv��Io ( 9 f3c�Roorr� � '�qaq�q" eoo�'��o' 2 � . �3E�JRoorn 3 7qq�►��q'' eoo7•�o' 2 � Cb�4Tl� f�oo r✓1 3 7 q a R-q" s ,a �a �� 8oc?� to" � L.A U N(�f�.Y 7 a�i�#'q� ''' 800-r:i o,, c WI N DOW SCHEDULE u�-i "� � ►�-y ����'�" eao�; �o�� _ � N�r��a ��an W�+�T� , � � M ROUGH OPENING � W � H � CATALOG NUM6ER REM ,�RKS �_ � f� l �/2 x 5�4`i2 -7c��C�� 2 _ 3 0 5� iJ�U i A�A B 24'/� X �o'�Z a �5�1 24 Go D �� tt��r� , a r ` C 96'�2 X �0'�2 �J��q 96 bo P���-ut�� � , � , � . �. � L� —3 a y2 x 3 �'�2 �, �'�� 3 0 3 6 fJ i ��r� F � � e�"; � � � � � � E 24'�Z x 2�/i �� �'�� 2�!24 (��U �f�� (5 �'; , � �� s � F •�2�2 X �2 2 - 7272 (���-r� �.E • � �� x _ . � �� C � fa ��,1 X 4g��Z ���.�°� 2- 3�48 ��� ip �Q i�mP'�RFp � � �� � f. H 3 �'�Z X Sq z -]�"�1���1 3 6 54 fJ cu �n E� ' ►� � � - - ; 2�'% � �2��2 as�-ll 24�2 „���o �� � ., � . , J q6'�2 X 30�2 -'� � •q63D f�IGY'�ft� � j�� h , K q 6'�2 x �2'�2 �`�`�f 46� 2 �1�4-uR� . ' . � � L 4 6'�2 x �0'�2� � �� 463 o i����u f�� ` ` � � �;5 , � � { M 9 8'�i � l 2'/2 �j '�� 9 g 7 2 A�c-Q-�2E ' . . . - ' �I � , � 3�'�z � �0'�2 ��'�'�� 3 6�o fJ �u���A , - � ` �, 0 � , -- _ , 3 0'�2 X 4 8'/2 '���.�� ��t��1 .3 0�8 fJ i V i p �Q � 4 F - ail ViUs e West b Structival concrete shall have a minimum 28-day compressive strength of 3500 ps�. P pESTGN CRT'IERIA• �� c. Concrete shall be proponioned usin�Type 1 cement(Type II or Type V if corrnsrve soils (� G � ��2 X 4���L ��'`���� _ 2 ' 3�j}a �1 U I(� �� condirions eacist). Admixtures containing chlaride salu shali not be used. C°� '` ' w 80 psf d Cold weather concreting procedures shail be provided as recommended in the ACI Manval Q ,'�. Roof Dead Load 1 S psf of Concrete Practice b. Studs shall be Stud e and bett�r pou �] Floor Live Loa9 40 psf s e. Anchor bolts for beam and column bearing plates shall b�placed with setting iemplates 8T� glas Pir-Larch or Hem Fir.� 1. VJalls over 4 feet ion which are sheaihed with 1°'1 ' - 10 psf c Built-un posts shall consist of Drn las S �ypsum wall board on both faces and are f. Exp itLn bolts shall be located at a tninin�wrr of 6 bol�dismeters from concreie edge and p p g g Fir-Larch or Hem Fir#2 or better 2X4 or 2XG studs � indicated as ahear walls on plan have been desig�ed to resist wind forces in accordance ' Deck Live Loa! ~ 80 psf � � ' cr lan and shall b�nailed to edLr with)rows of r4 diameter w�th 2 rows of 16d mails� with Table 25-1 of the UBC. ' sp ced 10 bolt diameters unless noted otherwise. 6"en center alon each stud Posis of more than 3 members shall%"diameter thru-bolts R , ' Deck Dead Losd - 10 psf + . g. An�or bolts for wood sill plates shall be placed at 4'-0"maximwn spacin�wiil�on anchor - „ g 2. At shear walls screw'/a" , spaced at 24 on ccnter in additioa to ihe nails . Sypsum wallboard to all studs and to w and bottom p plates with ' 30 psf/2000�1 over 20 sq.in. , bo2t t 12' $om Cnch end or corncr and a minimum of two nnchor bolte per pieoo. #8 x l 1/8"drywall screws at 7"maximum apacing g ps A , h All e�tposed edges and corners shaU be chamfered'/,". d Bu�lt-up�s consisdng of mult�le 2X members shall be nailed togetheT with two�ows of i 3. Exterior plywood or OSB wall sheativng is required unless specifically deleted by ` Gara e Dead T�ad--- 50 f 16d na�ls aced at 12"on center or with two rows'/z"diameter thru-bolts spaced 24 on i Concrete caverage forreinforcing sceel(ACI 318-95). center Built-up beams of 3 or mo;e members shall have thru-bolts as defined above. � engineer. Drivewa Decf t,ive Load 50 PsU2000#over 2b sq in. � i. Concrete cast a�ainsE and permanentiy exposed to earth 3" + us nav a --- 100 sf • � e Unless noted otherwise,steel conn.ctors such as those maaufactwed b the Sim son �TItUCTURAL STEEL� Company shail be used to join rafters joists or beams to other beams at flush-&amed Driveway Dect bead Load 30 psf 2. Concrete exposed io earth or weather. i Basic VJ'�d S ed 9 ph(EXp•B) ' a. #5 bar and smaller 1%2" dbnditaons Use a11 specified hails Connector conditions not otberwise noted shall utiL2e U Seistme one —C b. #6 through#1 S bar 2" u Type U or�pe HU hangers Qf s sze s eci$call desi � a. Struetival stee]sl�all be detailed,fabricatal snd erected in accordance wiili the most Designed unda 2003!BGlRC as adopt y the Town of Vail � 3. Concrete not exposed to weather or in contact wnh gound. � P Y b'n�d for the member supported,as shown m the manufacturer s ublished tables. Contact structival�engineer for details as current editions of AISC Specifications and Code of Standard Practice _ • ' i ed for res ndal vehicular tra�c only,conswction staging aad a Slabs,walls,joists (#1 l bar and smaller) '/,° required � b. Snvctural steel rolled shapes,including plates and angles,shall be ASTM A36. T1�be I b. Beams,columns 1%=" j shapcs shall be ASTM AS00 grade B. Pipes shaU be ASTM A53 grade B orASTM � ` truck traffic prolribrted from use o the ' eway bridge, f. Manufactured joists sha11 be from sn approved manufacturer and shall be equivalent in load , canying capacity and deflecvon crkeria to TJI 210 ser�es joisu in depths and s acin s � A501. f REINFORCING STEEL. � P B c. 'Il�be shapes sre actual size as spec�fied on plan Pipes indicated on plan are nominal � w , , �ndicated on plan Provide blockin;,bracing,web stiffeners and other accessories as required by manufacturer. (appro�cimate inside diameur)and refer to AISC pipe schedule dunensions s. Desigp,sf individual and continuo footings is based on s maximum allowable bearing ' a Detailing,fabncation and placement o�reinforcing steel shall be in accordance w�th the�CI g. Prefabncated trusses shall be designed by a Colorado registered en meer to su rt the full I d All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolu � ,O��i�,A�W ad full live load)basedan the Soils report by LKP � AL OF CON�'It�'IT PRACTICE. ' , � g p1'0 and bolts used m timber connections may be ASTM 07. Bolt sizes shal)be 3/," �ii%vLI:G G3�2L�/�1ir � �7 dead and hve loads of the rao ceii ng and any other superimposed loads. The fabricator X Eng'�neeang,Inc.,Job No.04190. b. Except wnere otherwi�e noted on the drawings,reinforcing bars shall confoim to ASTM � diameter unless noted otherwise . b. Foundaton and retainingvaalls ha bezn desigtred using a lateral pressure of 60 pcf ead � Speci�caiion A615-99 and shali be Grade 60 except fies,field bent bars where p}�e,mitted by shall determine web arrangements snd member forces Load duration factor for snow loads , , � is 1 0 Calculahons and sho drawn s shall be suUmitted to the architect/en meer for ( note on plan,or bars to be welded,whi�h shalS be Grade 40. /" � , review prior to fabricafion The hv�s manufacturer shall s eci g DECK GRATYNG C H I�C K E D c. Footin �yshall be 1ac��en the na 1 uridisturtsed soil,or compacted st�uctural fill, ; c. At lices in concretc la bars 36 diameters. At l�ces in ma o la bars 42 diameten. , P fy all iivss-tativss a ANIICO 2"X3116"8-W-2-83 welded closo-mesh 1 � � Z 0 0 'S & P sP . P SP� �.�'� � connecrons Temporary and permment lateral bracin of trusses shall be u�stalled as �� g th cross rods at 2"o.c. At p/�T E Y ' � beloHr frsst depth i s minimum o "t6 bottom of footin& � Do not weld or use mec2rsnical splicing devices unless speciScally approved by engiii�. ' g beann bar s , requued by the tsuss manufacturer. 8 pan of 6'-6"the following load criferia apply: �t � �� P d At comers,makt hotizontal bars continuous or providt corner bars Around openings and 1 h Unle;s noted otherwise laminated veneer lumber VI. shall have the following propemes• U=safe uniform]oad 852 psf ��}. _ � •O mvi ^ u ' around the erimeter of all basement walls and at �! � � ' , • the i�seof rEtaining walls. See erimeter drain detail. , � steps in concrete,grovide(2r#i bars extendmg 2'-0"beyand edge of opening or step. � ) � e. Provide�c�awF ace ventilation C uirements. 1. F2exural stress C=safe concentrated load �p �! e Extend rainforcing stcel a minimum of 24"thmu�h�pld'oints. rtJnless specifical]y located 2,800 psi 2769 pfw � ,z 2. Modulus of elasticity----.--.__ 1 800 E=modulus of elastici �CA L� . reprexnta ve o e g ca}e��ineer shall verify soils conditions and types , on plan or details,ceSo�'di�tate cold joint locations�+vitH engineer. % � _ , ,000 psi F=$ber stress ry 29.000,000 psi N 3 Tension parallel to grain 1 850 si • 18 000 s� �A � during acavation. Report any al Soils conditians to the structural engineer for ro-, ; f. Welded wire fabric sliall cottform to ASTM A-]SS.La welded�re fabric to a minimum of � P . P� avalustion of foimdation desi . p 4 Compress�on parallel to grain--------_-._ 2,300 si ASTM A-659 standard , one ful3 mesh pl'us two inchas4 Laps shaU be wired toget$er p n , fi g. kll recbnmendations reporte �n so91s report should be adhered to by the Builder. 5. Compression perpendicular to grain(pazallel to glue lme)----�50 psi Deflection• uniform load- J O O N o. • 0393" �O s . 6 Hurizontal sheaz— _ 28g ps� Concentrated load- 0315" ' �f�" •• ' � S'FTtUGTt7RAI,�WOOD ERP�MINCr: <, � 7. Where two members are required each member shall be fastened to ad�acent members f3 M R 1¢T � with two rows of 16d nails spaced at 12"o c.,unless noted otherwise. Where three or � - � � ' a Except where noted o'thenvise,aU 2"nominal]umbCr shall be Hem Fir#2,and better,and all more members are requ'ued,theysl�al]be fastened to ether with two rows of%"diameter N�in INC Sr�iEDiJLE ' ' on the"Bui g Code Requaements for Reinforced Cone�;eete". solid timber beams and posts 3"aominal arid wider shalCbe Doug Fir-Larch#2. . J . dw-bolts at 24"o c,unless note�otherwnse � a Follow Table R602.3(1). F�E . __. � - � , . i Glulam, - I � � ` � � '` 1. Flexural stress---------______;._.__._.__F6=2,400 psi ` • i � J. Wind Bracing: _�____ Y . � ps� \ � � � � ' , ' OF SHE�Tl3 ; A Y .� „ \ 1 . I � ' - .r � � .. � � _ _�.�-- '�i�Y,j- _ � , v -- -- - --� y . . � � r- __ - . _ ___ � __ _ - — - --- - � � ' � 'r ( g , � / � �J � �-J o � � � � � 0 � � J c • �? / � J �� � � � � PH � �� �� � (���� � � A / ^/ y� O p� �`a > O� G: Q ..r / � � � / o � �� :� � � =��� / :�y;���:. � 1 / ,�4:,u, LO T 42 • �P�, ��, ����_,�:._� _ / �Q� ,o .,:, . , w���� �._�wr_1 . � >�._- ;,�, i � E�� � �, S�� / / , �P ka, •p�1 �p,�G� / � ` �' � � � ���� �'� , �P � � � � � � � P�° � ' LOT 40 ��� � �� FOUND PIN AND CAP �'( '� �'- �+ ELEV. = 7981.7'/ � �"���' / ` � �� � � �'� i'S�ri '3 \ � � / Za �� � �� / � LOT 44 � �'�;, .� w . `� / 0.24 ACRES � �� '� ��1 � �� / 1807 ALPINE DR. 0 ,� �4 � ',� s � � �s '% U '�� �r o. � �t ,�,, � � �� g. N /� , � w � �� 0 � ,�� � , J ' � • \� '°cs ��,' a/ � ��� � �t3L �' (-�-� � '�� � ��� � �; �� O � .� � a �� � �a � GRAPHIC SCALE {;;� � W �-� O & � > �� O ,o o s ,o so 40 A 18 Q �� � � � � '�� a.� � �e �, + „ \ , �.� � BUILDING ��N ��� ��y � �r� � ` � � ( IN FEET ) SEBACK � �o � ,�c � �./ ,,, � � �� � O � � 1 inch = 10 ft. ' � ' �3 � � ` ''�� `� � � o � ,ic� � � � .0 � ���j [_� �..� s N '�' , � U , a� � �F � ��: � o� o ��,; w � � =�; . OUTLINE OF �/o „Qp'"- ^ � � I(l � �"� � � NOTES• y FOUNDATION —� � o �QR" 5 5• 5 ,�,�, G� ��"' ,� . `� �, (� � � � � � � �t � '� � �� . 1) LOCATION OF IMPROVEMENTS SHOWN HEREON ARE BASED UPON THE �• � �/// '= `(, �\ � � �- � � � MONUMENTS FOUND MARKING THE WESTERLY BOUNDARY OF THE SUBJECT � I� , h i 1`� O •d- PROPERTY AS INDICATED �• � ` "_ ' o � ��a ,�/ d• 2) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN -�s 0 � \4.0' - � � "�� � � HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY. � ,� � )�� co � , 4•�� , �O �t;, � O \ �yy \ �/ � e}' / 'o. 3) NOTICE: ACCORDING TO COLORADO LAW YOU MtJST COMMENCE ANY a LEGAL ACfION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE � \ � � i YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY DO � l / , ��\ ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE • , > -- i THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN NEREON. ��� �/ ]/ _ � WOOD I � N �Rlp �C� 6 \ �""'-- ENTRY i 16� �RIpGE eC � 80��� D�� � \ � DECK ; �6+ \ 8�4�8',i�C �/"'� '� � D.. / / /N �� i � / / / / \ , OUTLINE OF I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS GARAGE \ \ , PREPARED FOR M. JAY RAIOLA, THAT IT lS NOT A LAND SURVEY PLAT, AND � � � � ^ THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, O BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. \�s\ ` STEEL � / � �j I FURTHER CERIIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED ; �0 BRIDGE � ` N O � PARCEL ON THIS DATE, 02/01/2006, EXCEPT UTILITY CONNECTIONS, ARE � � � \ ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, � r'o � � • � p o ^ THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY �a'- / • z IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND � . z � THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT I � + � � � � �y � � � � e CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. � � 1 / ��QO 6,, � � o o � 1 1N �\�, 1� � ' ` ��� ' ' ' Y � ` � � �-�.,1�.,�� , '� � 2� / / V , -����-�`��'�4;y�� , V � � '�62 ABUTMENT � �` �u �u "� L� L / O \ �������-'1`�� �`'i , r0 � � `� O � s Z � N SAMUEL H. ECKER , m� ----�;� ; v / � O COLORADO P.L.S. N 3�ip�g1 �009� o� FOUND PIN AND CAP � Q`� ; �;e a�'�' � ELEV. = 8024.8' EDGE OF / �` x m ASPHALT � / P � � Z t $'y�/°oo�t� °�� �� ' ��m�eao � . Q��L L�.�� � O c� � / � / � \ � - - ( - - - � ! � * ��� `._..- �� - � I " ��_,r. '. f i � . � � �. iY W — � 1� - }�� ¢��. d r-s� ''�° -�'•I � . , i:r.J•f.i. � �,r;pry � � �R°5�,? r � r ,1 V� 1 � ;11,d:! � Ln i � � y �',�$i', �i r4"a��;i"d �` �'S��'�:�'. �, � ��'i � r k8 ;��,.�' , i.� .�. -y w m r I� 1 W�, ,p �k�� ,�� �. ni �� � O w, 1� ;r����' , L,����:.�u�E�.�'�'sy ' 1 'I ��ti� ��� � y r ,:� p, ,� �<��i, ';:.�'�°.fi`=w� �� I� "�i. ' i � � .� �4 �� � ' �'.�1, O � � � II � i� �i� �� li � '��! �I T,,`�"!t,T'� �'1 "h, I« Y �� �P �� s�;"��W' ,F��; � } s, � � i �j O� � � ��' � I� � i �°��".�,�"a��.� _� � i.��� �N�.�n� 'i "�1 � r ��j � '� �L �j � � �" ,�. ��R���,�b' �'"` I• �,' " u �,•� �� ;; n�' µ `� ,�° ',��� � , ' , I FOUND #3 BAR 3 d- , n `g �� •rf ,r'� s < t�PX"� � � +4�'� � i i - f � — i ' '`� ` ,, � ` �� � ���,:r ' � � � ELEV. - 7995.7 � � -� � ( �.��� rr� ,� ��' , � ' , � o o� � � � �� ,° M1. ; � � . � � � � �� `�„ � � � � _� �F�� a ,�' � �s � X � Ef.4�a ( � " �': - `� at` � � � , ,� � � _ - ' � ' -i� =���.W i ��, �� ° ;� � , � � �v . , � �' ky �i�;�r M"'„^ .,�� i � ,s � � � � d t'r � � � i ;p,� �:��,�j' � i i � .�. , � � J O tf1�O �� � � � � '� � °p , "� � - ( I i � �. O }�A y���► W � 00 i ' � � i � � �,��`'�� ' �:yA � 1-� W J W J ."C �p 00 O� r , , � �� f..���"�; ��.^'..� � � � �' O O� Q i� ' ; '� 1 1 r ' p � ' p, i ' '`�� ``��' �� p "� / V �' � ;i, ' ' �. � '„� E ��':'��;"' ;�`'.,�;�`h�. � � � •� � d1 0 n � � � � y � W � � •� � � 2 3 4 5 g , � � 11�•�°' — � � ��� � � � � „y��,�,�, > � , g•4 �� -' v p ,��'������k LOT 41 N5 7 E v � �� � � ,������� , /:� oy v� � � ��p'`'�����k���;. � �.�., ��;�:: -- � --� • - :,�'�'���4�-==: \ N N �,,��. _ " 41 41 ,.,����a��� z°�:v �' a a � �;�� �� �;_,. �� 4�y�� a�����'-' � �v i � � :�.a.e't�1� �r� '�r;;;� �, p ��-.�i �- �u��� �.;�. ���; �., , �� �� � � ����w� � � ���r�� u������ , �,E _ 92•� � --_� �� � � _��.� t, ,��� • 0� --- � .a- � � N5g �'� ,.� __.��__ _ R : _ _ rv v � - -- _ cn rn _� — -- ---- rn a� . . � �� ep�E oF�q� " � n _ . LOT 42 0 � D � � � , � � , ' ,oO�E _ 1p3.�� CTYPICA�� �_ —'"f� r 0 D � \ N59� �E EASEMEN f � � Py ��� v � � 79�� �.ID M AIN�EN AN � � , ,r���"�-� _ � _ 5� �TI�ITY A � ►o � .�_ � � . / ��� ���- �� `,� , — _.r k _iA.r m�r flU G� �- � � ^ � . .- �, ,.�" ��'�- j���/� �Tj/� �\ ... ��i- • �� a� � �/;,�(� — 1 �l\ � ` 8 �C. ��k �<� 'a /ly 7i�JIR=� ��< �> � � ��= ����� `;��IR' ,�- � �� �S�'R �� .� ,� � ;���c � . �% � �`% � 1? `a' ���l%� � ��� �= ��-C h�-� � / , t , �`� ��!- �]� , (�- . � � � a � 'p. ���.�!� � 3���� �r�~ � F�+�4 � \� \ Q J�� "_�.� �!�.1IT~� Z 4 � � ����� � \/ ��' =��.�,�; OT 44 � �� �I\ - >.`a�� /j� r'. �T�'� • � � / \ 0.24 ACRES �� s � � � , 1807 ALPINE DR. jg ��� � ��� , }�� � , s LOT 39 '� � _� LOT 4� �o � �_ �l/, . '. -�'��,�Z�;G� �•��a r`� ` 0.24 ACRES j 0 27 ACRES %�,� � T���= z �, 1787 ALPINE DR. t T� � � ��%/ ,;`,'R >� � N 1797 ALPINE DR. � r-�, �/I�` �� ` . -_ ' � � � ' -' � - � � -��- f�.� -�� �k . �� � ��- � ,�.; ��= �-.� � � � � \�/ --�,, � � �' � � �l � - �\ � / ��i/`� � � i � 'i �� � / _ � � 799Q �a !� _� ;i�' rl��= _ j � � �1 _ � -- �– p� � � �•,� �;"- � i \ /I �", '\R�� �,� '��11r \� �-�" � \ � � _ �v �P�w cE �/I\� / � - � � �� ��/�1�� , ~ � � � �I\\ e � � }"� r '� �/ � O \ � /_;— � ,_� `i /��� �y//�/ � _� / � 'r� � � ��r\`� � I�\ //�` In �` (� � i/ • � , i- �1 � — '�/I 1\ J�/�� /� "/I`\ � v• ' " / r Ls 1 < ,., � \ �` � � � � �� � 1 - � / � � /� �� � 50, ��j' � � -- � „�, �' RF_mo�� '� %� � , 00 ���\ �//� � � �"°� / � � o -;� ����- p�� � �� ���r� _ 8� o, ,. .� - � \ � � - /' ��-,� . �%�� 5' \� � �E �vt�,,� q/ \� � � �_ _ 1 �.- _, � , � �,, � -� ,� � �l �.�� �: i� �• � '�- '—�� = � ,� ' `f� - � , � rT R i'7,}(� � \� �' �'1 '— � � , .,� �� � � ,41� /� �_ l � � � � � - . . \ _ - _--- - ! �u�V � � � __�� - � � fj/� p5�-•N \ , � � � �� _---- _, / '� � �/i � � ' ��- o ____-- � / � � � ,, �"J \ % � �------- • \ � �� m ' 2� \/� '/I \ � _ � - � ___-� � � �`�,, ���-- �rl C� � -�-'"° � � �� � \ � S �� e� ` _ �� _ � �'� � / �� � ' .�-- i � n � �. -� '� �� ���_ �= �,-- 8 0 ,� � � y � \ � � �� S62•3g 22 W � __--� � � � � -= �,���-'_-- %�� � � � � / �/�� ' � -�_ � ; F� , =��° M , / _ _ \ , ;�1�(� ?�.� , �. �,n �� � � _ — _" �\ ��� Tl t� 7��l ,,� - :-<�, ?� '� � `�'�� / ` ��4 0 � V 1 .0' ,' � � � �� s 7 ',� - � e � ` �� �y � � � %��k ��"' � �E ����/_ „`�,' _ 103,p0 ,�k'� � -- ' � � � �i —_ �_ �'�p?33 - �--- ►�P�'' u �4 , ��� ��'�� S62'36'22 — h� — �� � ,., ����/�>E � ��-- 5� so2o — � _ — — - ' �,,,�=- \�. �- °24 e � �. % / \ � � _- f i � ,,� ; ° \. — � � �$�- � NOTES: . � r'�'�E �.�1 � 4� - Ot � 6 , , T,,, � _ �04.0 =aR���� ` — � � , A , � --�$02 1) DATE OF TOPOGRAPHY: OCTOBER, 2004. _ � `Z 9 1 r� N L'36 2 , � .�� `�. O A � � 2) BASIS OF ELEVATIONS: NORTHEASTERLY CORNER OF LOT 39, ELEV. = 7995.7� \ yg — � � � � U '� � � .-- �802as � 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY � p FOUND PIN AND CAP � � � DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, p � � ELEV = '8024 s' '� � � -� � � � MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEi� YEARS N N `�` t� � ! � �� FROM THE DATE OF CERTIFICATION SHOWN HEREON. \ �N � -- - SO`�O y � � � � `�', U` 4) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD N � ° {r6 � V " PLAT FOR THE SUBJECT PROPERTY. z''� _ � o ,w .) � tp.F,� _ � _ _ �� ,�o R • A����l,�� �� �HE , �, Z ., �, �� ` _ � _ _ _ � �_ -- D ,vE �_s� �.� - .. -._. ;�Jy� 5) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. � � ; � A1-P�NE 1 z � � , o3es �6e �344 D���� ,�� ��/�R� 1� Q W x , .r,�, _ ��_.� ..� .� _ �...: s L A N D S C A P E P L A N o a � - "�'.j%-;�rt :Ii' �1 / - ,'�` _ 'y - _ - ';(�i:';i.t`'-,Fj;'l.k:•:tt:� � Lc~ � _ �;�'j�a _�Y.,..<�'r "s"'��—i �'l.: �'s�,�� ,'I' "'�14 - r �! r"/i '/� ' _ `y' h-(�� '�t''„'-"'`'i��r.,/• zr `r}�;'i'� -'�yn'=6t-`�=?�`- - . ������. _ „,;�,.;^', - P������ - � ��} SURVEYOR'S CERTIFICATE � - R� FIRE HYDRANT ��� TREE (EVERGREEN) P L A N T � E G E N � � - �� D I, SAMUEL H ECKER, A PROFESSION;�L LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE ` �'�� TREE (DECIDUOUS) 1'"Q1/1/!� - �'A�L GRAPHIC SCALE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY C� �V N �" QS MANHOLE (SEWER) �'l • 5 PR U C E I R t E S '7 8'- I�' . �o�--�� �, - � UTILITY POLE �E� ! !-� _VIEIl4�� ,o o s ,o so ao SUPERVISION, AND THAT THE MAP IS ACCURATE�AND CORRECT TO THE BEST OF MY KNOWLEDGE. � � ( �� ,. � Q PEDFSTAL (ELECTRIC) • q S P C- N ?R E E 5 6 2��_2 y 2�� C A L S i ;� , , ti�-,���,�i V�L a,���°'`,�a'�a„�?4 awL��.��. � _ PH PEDESTAL (PHONE) • REMOU� 2 ASpEfJ � 2 SRRUGF_ � I �oQGE(30�E � � n� r r��•� - �,�����'�i�'��� ��`�a*p��„ O - F �. ,� �, -__ _ __ _ -�, , . � . ; _. ., .�. .�. . . ,, �.�,�,�a'�.I�`aflo � O (',e)� �' ���- N PEDESTAL CATV AL� Di57uR0Ep ,4REAS SEE�EO u/ NATiIRA� GR►aS5r5 �`�� "' ,�. � ❑ ( ) ' / €5AT _ �� ( IN FEET ) M+x�, , `. �;e r t�� :� ' _ _ _ ` 1 inch = 10 ft ' =E�~ � �' � � m `` — — DRIVEWAY/EDGE OF ASPHALT ' W ., — — EASEMENTS � AFF: J� ---------- -----����-�`•�r��'-��•,-; m O , SAMUEL H. 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ST`o ii k1��. �. �- � -�$0?e� ��'� � ' ��, � + C�4'• � - - ' , � ___- ��o 0 1) DATE OF TOPOGRAPHY: OCTOBER, 2004. -�,`� S62 36 2 I � ' �� l� `'-- �r tn�.��►- �RA�� f � � �� S OF ELEVATIONS: NORTHEASTERLY CORNER OF LOT 39, ELEV. = 7995.7' � � - - �..� � � � � � � '� �'"'� � �80?s ��'� �' ' � �` 3 CE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY � p FOUND PIN PND CAP ��'`�---� 03 � � � � .,,�,� ��� �" ��"�`� ` �.� �II�F3F�Q��� DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. 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T i,\� 7t � �Q`7'.o0 �' ����� S62•36'2 � �' � �� � �. � ��? 1) DATE OF TOPOGRAPHY: OCTOBER, 2004. �� �- ,� S,�,�;n�. ��a�� . `% /� _.,�._.--� .,._ _ __ --- �' i i _____---�" - 2) BASIS OF ELEVATIG�vS: NORTHEASTERLY CORNER LF LOT 39, ELEV. = 7995.7� ` , t-- �ns r . F�N�l _4A u r�� „� , ,�� � �-eoz8 Q FOJND P!N �ND CAP . `�. , �� _.-- ,1„11 � � � �K►- � 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY o.-�• � � �- i � � ' ' `w , ° To , 30=�'�' " -� � �, ` ' ' � DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, "�' � ELtY = •so24 a ��y � � F ��24-� ��Za, � � ��F^=' � ` , � - • MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS 7 � � ��° ���, / � FROM THE DATE OF CERTIFICATION SHOWN HEREON. n, N � _ 9 � N � � _ � i �� ��-�"'"'---- � O � `� ° � *�;' ^ 4J THE BOUNDARY DIMENSIONS, EASEM�NTS AN� RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD cv d' o � �' u��G� � r- OO �.,,_ � ---- iroti�x��r at�N '" ,�� � s- n� O •�V ') PLAT FOR THE SUBJECT PROPERIY. � 0 -----___ F ('1 \/E ., • � �s�- � — — — — _. � — — '"— 1� � �2 ��J�9 I�I " �� � 5 VERIFY CURRENT BUILD;NG SEfBACKS AN� r:ESTRICTiONS Wi-F-I THE PROPER GOVE�NING AUTHORITY. � �� z � L ) '� �` �°s8 — �344 AI—P�N E � T ; � S E P � AI� . � � � - r - . - -./y/y. - , -- - o a � ;Jf� �J,// � � " _ �'t:��_ - 4 - r ''�V• .~�\���`a.�w�.+���� �1 t.��` `,��;�nY.. •7��, �~ , � ,„�.;' v$ ��' TREE EVERGF�CN S p � C �e �� � FIRE HYDRA�JT =�i�(,� ( ) SURVEYOR'S CERTIFICaTE TREE (DECIDUOUS) GRAPHIC S�ALE ' SAMUEL H ECKEf�, A PROFESSIONAL LAND SURV�YOR REGISTERED UNDER iHE LHWS ''F THE STATE I � � � MANHOLE SEWER l�, � (v C� ( ) ��� • L 0 7 5 �Z E i o -� 5-# -i r- ' � UTILITY POLE ' � �� COLORADO, i0 HEREBY CERTIFY THAT THIS TOF��GRAPHIC MAP WAS MADE BY ME ANu UNDER MY C� �I c� , [� PEDEST,, (ELECTRIC) • AL�ou,� F[J SiTE C.OJ�.�Zj�v� i, � n8 t� ��� '� - �� �� 40 �' �ERVISION, Ar'D THAT THE MHP IS ACCURATErAND CORRECT TO THE BEST OF MY KNOWLEDGE. � �� � . ��_ _ e r�'I PEDESinL (PHONE) • /a'."T!;l�c. S �TF E " � _ =��u _ _ �",,x. ���� � [ O G o v E�A 6 I :. � � ` � �.s __ , �,� 4;� 41�;,���� .._�, � �,�, -- t � �. _ ,a }� � 1 t:.,� �_ �R1r'��� !fr:?�`� ,� ��,�3,,�� _ , � : ��t`r,�� ^�h,L� n� „s, � Q PEDESTAL (CATV) � � ��o u�f �J �R r-/� - i.1 EL� i ' ?�`.� apo°° i��'�`�� �'�� • /"�.�.T��J I� I.. V�r"I,� �_I n7 J � ������ �►J I��1 \ �� � , � ���r�t ~ `rk e t;�j" � � — — — -- DRIVEWAY/EDGE OF ASPHALT - 4 �F _,1.'t = i� '� � ,E;' �t� � Qj r � i — — EASEMENTS g { y�T � _______ � s . „ ' -o- , �-- FENCE JVO� Lf�L� ���11�1� 1 �� �f MUEL H. ECKER ------:*1�,-�, �,,, _�_ _ m W . � � � � ����A�� W��� ° `l `' _ � � o C�LCRADO P.LS. No. 30091 ���Tt�t°'L y'�o�K�;',� v I PROPERTY LINE ,C� ::`��' b���ca�ao°�TS`,,�` .`` � Z p PROPERTY LINE (ADJOINING) �"��� ������� GO�E R�ANGE S�URA�(ING ��'�'`/��`��f L,��`'_.�;�`'�� � U � �� i '"o j F Fa �___-l..�__-�--��,�, �,��T�c77?y°;�a 1�"�� �; _-*r�a-=--T'-"-- �...�_ �_-`-�'--—__..._.._�z_�.r_,_��_ ,. __ �,� � . � � ' ��- -�._ . _ ___ . _ ._.______. . . -- -- - � ' , �" x ' - �� - - - - - - - - e„'�--�,�-+",�"r:_-J=�� � �--� � - -'> �raA�i � The Nove Group � ° P.O. Box 3342 � . . Vail, Coloeado �1658 ° C�ffioe: 970•476a7101 Celi: 970�390-0931 � �ms: 970-475�3334 snapnutofiYZ@msn.cosn � 3un� 14, 200� � °I'owaa of'V�il. Dep� of Commta�fiy T.��elopm�� Bwlding Peraait Ite: I.ut 44, �lail Villa�� �/est Cc: Atta. Chris Grunion, .�It.CIII['TECT[J1tAI. C(3 . . 1. Railing de€ail has 6een show an pag� 4 for vehicle batrier f�r the deivewa,y/bxidge. � 2. Faoting elevatians have been revised �or bridge foundation or� gages 3 & 7. � 3. Foundation walls have been desigaed as wing walls page 3 c4c 7. �,/ 4. 1.ocation afpxoposed Fire Dep�. St�irs an page 3. �� 5. .�mended stau d�tails oa pages 5 ,6, c4c 11 , �' 6. Amended plans for guard deteils on page �. � 7. ���places proPos�d on pages 5 . � �. South bu9ld�ng el�vation. �hor�rs l�ridge to road an �a�ge A . � 9. �echanical door d�is ancl ou�sicle combuseion �.ir show� c�n page 5. STR.t7� Z, �C7 _ Se 10. Structural specific�i�ons a�vised on pag� �.4�. ' I1 . 'iN''nd and se�ri� speci�catio� g�vvised o� pa�� 14, 12. I.iv� load c�iterria. revised on pa�e 1�. '� 13 . Ve}ucles ba.rrier� detaaLs an pag� 10. � 1�4. Grlter'ta� for drive�sy/bri@ge' pa�es 7, 9 & 10. �d°' 15. lviamnfa�tur�r°s �pecificaiio�,s on page':I1 _ "`� i6. Drivew$y/bridge foundarinn faacting revised �u pages 3 & '7. � . . . . . . . . . . . . . . . . . . a . . . . � . . . . '��—���1�—�����.�'�� � �Z[i1C j�da ,`l��g �QgB � 1`7. Co�truct�o� de -t�ls far �ll exteriar footim�s ora pa��s 7 � 10a l�. R�infor��mer�t �det�s �or pi�rs eta �a�;� 10. "`� L9a wtc�ne suppo3`tt detail on �age l0. �°' 20. Specificat�an§ far l�as� plat�e� c�. p�e t�. � Z1 . I'o3Cto be21�1 CgtIlleCflOn tlet8]ls Ox1 j7age 10. � 2.�e �'oundat�on be� pncket d�tasil� o�x �age 7 8� 1Q. 23. Detail for �ireplace support on pa�e 10. � 2�_ Ledger s�port on pages 9 � 10. �'°" 25. Details far c�uutilev� deck suppor� dn pages S �rd 10. �' 26r JO15t aIIa. Z]eeiYl I1�Dge%S OII �38g@8 7', �, 9 � 11 . � 27. 1]eck ledger support not n�eded. l,ec�t joists supportred by foundai�on. �' 28. .kttachment for 2x6 c.� p8ge 7 & 10: ' ' � 29. I2aftei- and raof beam hangers pages 7 & 11 . � 3D. `['xvvss to waal connectio�i page 7. � 3 ] . Connection of 2� ledger on page 9. "� 32. 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FOUND #3 BAR � , �g ,^���' �-� Py ELEV. 7995.7 � q � a e di.. ..�. �� �r ,k� `�O � � � � •.J:.,.;s �t d� x :,,,, .�. t ' a � , F'�•� � � ;.F�' �..•"'"'•�"' L� � : , � 4 ' I ; ���. ;'r.��r �:.i��� � � � , 7 �y"�' d i' p:k•r i � �l mJ O � �\ 'o ' �F�; f i�, 41d y� Ly �p � ' u y�, \ '�- b � �r � � � � � , i� � �,�,�. � , .� '� � .'rw' OQ �:?,ta '.. �,� �r � y°�' `9�, � a�''4i�. �, � { t �� � �" i+r U rt � �" �i � � .�;,r4,Y � ,�w .ti 'R� �(�� .'i:i�,4� � �� � •res (/'j :W V Q � a � � ua �.,� .�� � " , �.�--- � � in > �J � ��� � 2 � 4 5 6 � LOT 41 8 .�.?�c�o"� - ���•0° � � ,�..�- _-`�" ���:� � � �' � �:��,� , � ..s �ca� , \ ��J9 �/-' !I �I _ � � �������t., � � � • r��:•. t � PPRt3 � t� t� ���{��:�� � , ._.-----. °' °' `���'``� �� VED � � > ��Q�����.����;.�.� `° --�""' ' Community Develo meM Departme W W O �`''° ��'��"'' ' q `l���, � ��:����„� � ` --``' �}�� • Building Satety and p ti n iCeB � s � ���';��'�s��'�',�"�� ; '_ tns ec o � � �.���r,,.��� � -,� w ��` .+� Y� V Y �' .���¢,��Y��������;. ; � c �_ `^ � � / ��11�O� 1 ��./� .-'/�i'- _ r�1 r,__ ��a��},".s:�ri;' tt .-- 92•�� "---...� /� Sectio iidin CodeJintem nat Residentlat ��,� I I �O ;����"k���>� , � —_- �--�'" /- Intemational Bu shal) � O ��`';�H ' ��� �� -''�'` � Validi of ermi� The isSU�otgrd 9 a�f a Petmit - � � � �59 �/ -�"� -` - �� otbe constn�ied o be a permit fer�ot8n rovat oi�anyvio�ation ot � v / � --�"'� �""' _ _ / any of the prowsions of this Code or ot a othet ordinanCe of the � � ; -� '' jur�diction. Permits presumtng ta g uthotiry ta violatA or canCet thA ----�"' F ° rev�sions ot tt,ts code or other o� o�the Ju�kt�on shaii not be » r ��F oF vald. The issuance of a penni ort c�nstru�tion dxuments and ,� r, L 0 T 42 Q _,�.- �r ' ��� , otFer data shati not preveM buu�ing�ttic�a�irom requiring the `0 n co�rection of enors in the nstruc�on documents and atherd�ta. � D butding of�cial is also thorized to prevent oaxlpancY ur t� �► � n � � � strrcture where i IaUon is e or ot any 4theretd ot � � r . 03.00 tn��,�rtsdc . o �; ' ��� ,� � �--- + � as � � � ' ' 5 • ' 0 SEMEN-� (TYPICA�� �._ � NSEXAMINER: � . `'� � � � � ENp,NCE EA �� -`"''� _ � r "�� � , d `4��; � �> 798� Np M AINT `_ �,�y� �I, �,. �, � ,� � ��,.�.�-�� � • , Y �, 5 'f�;�;' �.�:�= ���� � �w � � �T1�IT A �-- �` � •_ .ii�, � ,.e� �" � � , ', `� , t.;� k ��+ -� ��, o --- 4. � � � � , ,; , �r �� --�` ��' a; � - �,�1` �:� �- � •/\�� _�+ ��,-�j��'� �� ��� ���� �y�'p:'i �� Y��` /��: ' � �� � �1�lllb�� ��� �"rl� � �s�;�` ��ii �"E '��_. -.//, � � \ �� � -��� ` � ' / ,��\ � , , _� � \- �a�..✓y , � 3����� ;�;(�� rl � o! ?� �� i _ \ r�11�'� �." 4 � � ' � ����� _� i OT 44 � �� �� � m ; �� � � � �j ��q' 0.24 ACRES �,�0� S � ' , 1807 ALPINE DR. �8 �_�^� �� i ��� `�---, � LOT 3� �:� %'-- -- LOT 44 � � s .,� , i — ' Y /� � 0.27 ACRES µ �,�' � � 'U,� � �„z � , ���.� 0. R �� ' � /� ��- � Z 1797 ALPINE DR. ."�.+ 1787 ALPINE DR � =— �ll�, p � �1 % \ �i ' `� � � � �, a , � 5�,� . �'a' �, � � ,� �_- ���l' � ...�• �� � / _....�— � r"�� �"r � �T�/ �A :`_ � � � ' , � \�� , - � �a 1 i -� ,ti I`% %� �� �,, � � � � , - g � 7�sp �� ;%� �%�' � k� � � ' - - _` � � ��� � �:� =���% T �.���� • -�~� '���\ ���' �` �` � � � ,� ►� N : ,���, � r / , , V =� , ,.,ll�_ �� � �� , -, � - , tn -- �Q �'��� � ! � �� , c,� .,...,,_� =�l ,,� ' � � � q` � � ` � o ���� �� %\ c�' � � � . , � � , ' .„.– � � � � ' � g �.o' \/ - � � , . -; _____ ,� �,� � �. � � �, - �i�� � �,,� s000 � _,,�,, ; � � : � a _-, „_ y,�' �'`�= -- , —......_.... . � � '� �� � 'IiA, ��� v�.�� �1�' -- -�.I�`" � � V" ' 1 � ' ' � , '��\ 'r,�t ,d-�� � ���L�, �` • ""'� p� , � �i�� � � �- w°4� ', ' �� �� /' f ��,� ,.,- ��., 1 =j�, �F � � . � � . - �� � °.' '�`1 - � ' -�'�J _'`�� ��J �1' � 1 �i ,� `�//J y '��\� \//� / �i . �S~ � � I ■ \ ` �-�/�/�• � Y ' , 1/ S� � � � / �+ \ � \ .:./" �• � i � - �' �� - = �� �..�_ , 6,22�w - aa.o�' �, �, , �� �i��- � =�C SO =- �.� j�� ;�, . S62 3 � O�•/ ��14�� // \v , Jr1� ,i" � �/ � �r�� '-- �„ � � i P i ++ \` � 'r!`�� �1' � ` � `a '�` M/ � _r 1 .0' , i�ti t � � � ,�„_ �'ep?o k9�1 s � ,-'ti�� i �~�,E=-= �\ '�� r_r �f R� ��! „ _ �Q3.00' �- � .� -- — � � , ��'` � s�2��6'2z w � —�� "� � -J _ ..�_ p233 � 1 i ""r� '� S, — �--' . . tin ��,• .:�� �; ,,�.,, �\:\I��!. gota.4 �Q20 -�' �� li� .� a -:l;-�j��, � �� � -- -'"' -- oa4•8 ' � � � , �� ._.--- �� 0, — ! NOTES: I - ____. ---- o?B,, � `� nW •- 104•� ....--- --�02 1) DATE OF TOPOGRAPHY: OC70BER, 2004. � .� 36,22 ,_,_ o ��,.�:.c_�,�..z � � °� 562� --� �� � � � �--- � 2) BASIS OF ELEV�TIONS: NORTHEASTERLY CORNER OF LOT 39, ELEV. = 7995.�' ' F 9o2a.3 ...� O � --- �80?s � 3) NOTICE: ACCORDING TO COLORAQO LAW YOU MUST COMMENCE ANY LEGAL ACTIQN BASED UP�N ANY � p r DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRS7 DISCOVER SUCH DEFECT. IN NO EVENT, �' �� � ("OUND PIN AND CAP �.--- 0 � � E�r_v. _ �8024.s' � -�' MAY ANY ACTION BAS�D UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS O N �� FHOM THE DATE OF CERTIFICATION SHOWN HEREON. \ c� F'"'� � �� 1 - � � � �� ~-8Q30 f ,� —'" � 4) THE BOUNDARY DIMENSIONS, EASEMENTS ANQ R1GhITS OF WAY �HOWN F�EREON ARE PER THE RECORD � � ° ° ��, ,_ �, -- � � w �� PLAT FOR THE SUBJECT PROPERTY. � � . _- �- �iE ��� • � � � ��-� _ _ _�� _ _ _ � � � � -- ` �3j9 D�� 5) VERIFY CURf�2ENT BUILDING SEfBACKS AND RESTRICTIONS WITI-I THE PROPER GOV�RNING AUTHORI�fY. � ��'` Z ' >._-- ,86 .�B �4 A�P �N ; � � � e + � � W ��``� M�� Q o � "' � F ',:' 3,,_<:;��._�?;�-��,�`°�? S' ,�..: "�,�'' � �-'�'-�'=?`i;�F�: '�` vlf`.�¢_'r.�t, 4 r'.�� ,5 `'�` �y�' �� `� Q"`.,- <5 z �5• .ct3x'%:..�-J+-ri�..�,.�r r� � g''y'' .sr�:'ryt'°" r n C��' �w Y.� .- X ,�.��ut�""'s�-cet,P-�r,� y..:+ ` � £x. �r)�c3C�s�Y� 3; �� `"• 'i E` �.' `4'r_'c€'�" /f" _ �'3-J�-.t'�<'� F`$���.,�., 9 �� 5£ t i�x �� �% 'f�" �'`�f:��:��s.4-F���cJ�e.l',�'4; � r- .Y�' o-r d � r �x:� �' 3 „� .a��'?Y�y_--'�e.�a�.�: ,�as,..�fu�a....�t�'.,t �,�,�;,' �" �•,�� 1-sa< i t��u��,`"�t�`�.4k�ii�� �� 'h^-t _ i,'fr��+!^1,:%::;wi':e.`�4ii�f�s frs..e'�;�;a�^�s° ..,;; � � � � �� � - °� ' � SURVEYOR 5 CER7IFICATE � � FIRE HYDRANT ;,: TREE (EVERGREEN) � �� TREE (DECIDUOUS) GRAPHIC SCt�LE I, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE N QS MANHOLE (SEWER) OF COLORADO, �0 HEREBY CERTIFY ti-IAT THIS TOPOGRAPHIC h�iAP WAS MADE BY ME AND UNDER MY C� W N � � U1ILITY POLE ,o o s ,n 2o ao • SUPERVI510N, /�ND THAT THE MAP IS �CCU�ATE,AND CORREC7 TO THE BF'ST OF MY KNOWLEDGE. � � ` . nQ PEUESTAL (ELECTRIC) ti,,,*'a��,d��������'�+t�*� C1' ' r P�+ PEDESTAL (PHONE) " ��° .*;;�` o ' � �' � � Q'=' � � r �R:.� �`+ �� ��a�{��/R�w ., Q PEDESTAL (CATV) ( IN FEET ) �c�, ',f,, �' ..A�,�"ra '�� � � �ag � t,7tg _ , — — — — — — DRIVEWAY/EDGE OF ASPHALT 1 inch = 10 ft. ___ _ � �_ _� r�_ R . - - EASEMENTS , � e� e�9 Y � m I �-�-��—�.��-----y-��-� m � ` FENCE , , SAMUEL H. 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IN NO EVENT, Q � `� � t�� ��'� � '$������ - - � � - ` "���'� � ^��� �� � - -'" MAY AWY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS � � �`> � -- �,° _� �,.�.�.�t�'�� , ��'`'� __, �„�, �~"�" . t...� � - _ = , �; ��,.�rac�a -' ; - �y` � '� _ _ ,��4� , N ' ; _.` Y , FR�M THE DATE OF C�RTIFICATION SHOWIv �HEREON. \ , , � � o � `(�'� � � � ....-�- , . - �o - • _ � - � u; �"'' =�= ;���y�,�; � , �,� , , � --�-' ; � , 4J THE AQUNDARY DIMENSI�NS, FASEM�NTS AN� RIGNTS OF WAY SHOWN HEREON ARE PER TH� RECORD cv � � • ' � -_ �'�:":��'.�_-.� . _��t�0.'r�`���� �s -�,"" �"'�t .�` ��W�� PLAT FOR THE SUBJECT RROPERN. � , � . , �� . �-� . ' .� �" � � �,, �� . � �- _/ j �., � �� Q o _ , �. ,_,...,....-�= -•-°" ��`. ��- �''1� � � '1F� � ' ° - 5 VERIFY CURRENT BUII.DlNG SETBACKS AN� ZESTRICTIQNS W�;H THE PROPER GOVERNING AUTHORITY� _ �-� -- .-.�-..... � „.,..... ,.,...._ ..�,.,... _..�...� --�--•- -�---�- ."� , _ �, t,. 1�� - _ _ , , ) v �. �;,� � . _ ��� � • • � . _ �f � �;� �::�_ ,.�' �. � � _ � � , . � . -:� 5� � �_ _ - _ ��-_ _ . . � Q � 2rt"L:,yyyccc,,,� .1i'" ,.r � +, - av a�.� �y�. r.�y� ` C� `�e:�'. .� _ � . , ,. w ., ` .'� .. , �_� ,<.� , . - ,�,-; ...._�_ .� . .._ � k```" �;�cm. -, '` , Q � vJ n���.fi��Ifz��l�� �,(,�'�A„��}, '�� ) r��R�l �'4Lf ,h�,n� �/, h• .��:�f �. F � i q. �.. ' ` ` \..� . l � ' y1�1�����f'�1���� �{�P. '�n T(���@� � ` i�x s;�$� F��'�^'" r� :r �i ,�` .. f � . � ��,•�i?�.l�? A i .��W uk.t��.RSI. �f'S`.• �,eY.0��0�.,T`•.i rT.' ...1�1:J,G ` .. ' ' _ x j , � T SURVEYOR'S CERTIFICATE �' �tR� H��atir � -r�E� ��v���;��� � ��� �. � � ` � ' ' - � � rn�� (���iaUOUS) ' SAMUEL H. ECK�'��. A PROFESSIQNAL (AND SURV�I(OR REGISTER�D UNDER THE L�WS 4F THE STATE � Mar�r�c�� �s�w�a3 `� , :..���:��":���..�:.��.�.�...�.��.�..���������_ ��, ___�_. __ � ` C1���-II� ��Ai�E •;� .. � � � � � � CQLORADO; '��? HEREBY C�RTIFY THAT THIS T4F�GRAPHIC t�AAP WAS MADE BY ME AND UNDER MY C� �U N � ut�u� �ot� _ ��..___-__-___--= _ � N � pE��ST..,, ��i,�CTRI�} ���,������j����'������`��,°�;���`�r"'� -� � +�� � +� +� +� � 'ERVISION, Ar!D THAT THE MNP IS AC�C J�i4TE.,AND CORRECT TO THE BEST OF MY KNOWLEDGE. � �� ` }�a! PEDESi��L (PHQ�lE) � .�+�� � , � .._.�_ .�. .��..,--,�_�_ _n . � _ _ _ - - _ _ , � , . �,�pp�`g}y�� a ' O � ����� �..���..,�,.,,�.,�.,��...,R�;�, � � � ' �..� - �`,..+�''a x.�-a,.,�,,,.,.-. .o-�`v. :*,�x>'„r.-a,...r�.T , �._��,...�-,..u.....x-.-.d�uma,�.�as.ef;5.� ;�ww�-s.�-Nn�'.M.'i�s�.• �` . „ „_ „ � , ,- � . . .. fl�P"" 0� p � PEd��"F"A!. 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I L���D,G . . - w/ 2r�6 c:�r. t�-3 B � - carrrrEcTIorr sc�t�puL� A SIMPSON ITT11.88 B SIMPSON�.US2l 0 C SIMPSdN HUS210-2TF ' D r N f G L I I D SIMPSC�N ITT9.5 '°-� E SIMPS�N HS F SIMPSaN L9SU21p The �-14 G SIMPSON IT7'29.5 H SIMPSON LUS28 NOVA T SIMPSON LUS28-2 • J SIMI'SON ITT49.5 "� G�oU� - LTd"� '210 " .C. � SIMPSON HU212-3 DESIGN/DEVELOPERS L - SIMPSON' SUR/L1.8I/9 . 1V1 SIMPSON IUT9 - David L.irwin - N SIMPSO�T HUS410 Owner � BEDROOM 4 RE OOM � , �r, r�-�� Post Office Box 3342 • Vail,Colorado 81658 , Oftice 970-476-7101 �� Ce11970-390-0931 Fax 970-076-3334 Fii DGE V C t�T . � R�t�6E 8o42�•c� „ _ _�_ �� s . � mG'�/�� RoaF W�BtTNE��E I � - - -- - - - - - � . 4i,� �� -°' � 'tA�sS'ES C 2'a•G. �' '/A� P�Ywoct� � � - - - - - -- - - -�-- " � R-3b ( ; ; . , i � ' � UI LDI NG S ECTI ON A � � - '� 2x i a w�rx4 � � � . 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'4�}:7' nt±s i < E`i ''xWhY Y'4" _ '�; ' REVISIONS B� . � � � `T�N€ �3, 05 � . � �..... • Tl�e ° � � N VA 3 —T O . o GROUP I , OESIGN/DEVELOPERS . FP , � Fp o , � ti GJts • �a�, David L.Irwin Owner * � � . O � O , - . Post Ottice Box 334Z , � � Vall,Colorai .51658 � � Ottice:77-�76-716_ / ' � U � �- � '� 7Q' m Cd1970-390-0931 � /� Fax 97��b-3334 : � I � , , f , O Q ' � �� O O � - � � � 4�-;� Q y 44 R E F. _ u w/ �/ � = E,,, . � , �� � . � rn �°'_=___'� i � -. . � o 0 � � . � _ � ,�� � � I ` W o � i, � �_ � 1 . . ' DN � , 'i s i � . � �1 � `. r O , `,� REC�55. . _,�.,�____ o ���" , . �. � • � � u� �- - � � � � o �- -, - , v1 C� � � ' � � � O � � �� � I d �-i �"� \� - Q I - �1 " : C�� � . � � � - � � F P�' � � � � I ' � , � ;� . . , , - ° I �" . � � � 1 . ° � -� I , W � � E"� - � . ' � . I _ , � O . � O i � ' � i � `'�� � � . � F/ � � Y ... �- � .� �- � � � . _.�._....�.�_..�� _.._..- -- - -.- - �- --- -- -� : . .� , � , � . � /J°��� . , � ' • ' � . CHECKED • cQ 200$ LOWER LEVE � E �EC � � IC,� L MAIN LEVE � � LECTPICA � s�,oio$ . SC- " , " Sc. � c' � " SCALE ,, . Y� =1•0 /� =1,p /,, �;U�. . ; � , JOB NO. � • • . 305 � " , � , SHEET . , , , S , - , , ' _ � . , � - � � �. . � OF SHEETS a � ' � .. , . .. . .. . .. ` `_ i t'M.•t� :.r'��r.�.7 � rr..A . REVISIONS BY , � � �uNC �3 , 05 ' . , � The - �. N�VA � . � GROUP , DESICiN/�EVELOPERS David L.Irwin ° Owner i Post ORice Bqx 3342 Vail,Colorado 81658 ' Ottice 970-476-7.J1 / � Ce11970-390-0931 -� Fax 970�76-3334 ` _ • ' � � . � ' . VJ m � ! � • ;� . �► . D �- q � . . . �p � � - . � , - W . � k C` "_ � Z ., - . ; , . � . � . . m r . , �,�� ,.� • � p � V � � ' W� vr � � � `' Y4 , � � � _ , � � • r O � � O ' D � : � � � � � �, �! - � • � • � � ^ O � ' � � , � � O y a � � . ; . � o • PAW�L rrlES�r�. � ao�w . ' (crlEcr. (oc�4Y�on�� � D R A c��� : l � CHECKEO � Q 200 5 • U PPER � �EV � � EL E C TR I � A L GARAGE L.EVEI. ELECTR i CAL DATE - s��a�os . ; . .,.�",�. � '�--■ u • �► . gC'�4 =l� �N SC, �/,�, t�.p SCALE ����_ �i ��� ± ', � • JOB NO. -� • 305 - . � SHEET � . ., L � ' , , � , • ' . . , � • ' � ` OF SHEETS . . , -, >>., . __ . ' / , � , _ ' � . .. .. .. . . . . ,, �zaeee � ' �i�VlSIONJ� -_�'4'° :/ ' - - :�� y � ti�: --"_ �i- - . �� � 4� F� � l �l. �-��� ,3,0� � � . DOQR SCHEDULE � . M DESCRIPTION MAT�L FRAME SIZE TRESH REMARKS FLOOR BASE WALL WAINSCOT CEILIN � REMARKS W - l 4 Ph1�1G� FiR 3'a' x �`8�� mET�� Z a o � � ° 3 � _ . � � � d t� • F i i� � �� W 0 W J 1�=- ,c� t9 2 W Q F- v' 2 q P A N �. F i R 2- 6 x ��8 m Q o Q -' r= w m o w � � ac m � °° W w g a f= � m � w 3 = > U p F.. W m � a �p Q � � F- 3 � (��tJ �E L F� R 2�����X ��•8�� Z ,� �° ''�'' v o v -w- a � � z c~i� w o �' W a c�.� � � �,< a -w- c� � t� t� -� � �"� E] W � J a 1- J t� ?< � p �n c� � p a J p � , �"' 2 _ 4 L� PANE L al - �/�SS F!I� 3 'G� X(��rs�� � d _ O O C� Q O 2 J a � a � z °C � a o o z w a a � � � .N ,N a � W o Q Q : ,N ,N :� o a W , o O � cV \ � \ w v~i U 3 U � � \ \ �r 3 U r j 2 �a N F_ 1. F� �G l.l� 3��o�x 6•g�� C y IEj A� w� l bI=V A�.E 1� G 1.,�5 5 `� � w u > u �r = z 3 > � a 3 \ v� P , 6 � (�/iNEL �oGKrT FIfZ 2`,4'�x (,,.g�� �/���� E 8o27��i, 8035%l0' �luGcaCRETE ,,� r � �,. 7 r=xr. s u��Ny�ug FiR/G�A55 2�� 6" X ��-8�` rnF�A� '7R�-c��� � p�t� _.�..._...._.�...,..� EN'�i�y Sa�s-�`� 8026��8` The � ExT. ��,�oER F�'1G�.A55 5�0�� XE�� o� rr�F_�-Aa ���tJiU�r�'ED S?`UI,�/ 8ot$�•'1� (�� jj� .A ��'a �V V L!'� � �'xT� S�.if�ER r��Gl.A55 lo�.p' x 8��0� (Y►[SA� TR� -D�VIT��.i, T�Ei'J(Z.t3aE'vl 5 8018�"1�� 8026��8" /�^+�� 1 l� �� ', u ���./ V � � (� . s� ��N E ti FlR 2`•o' x ��• S'� �v�'q"F�(�.d 01'Y1 � So t8•7 P 8026 9 DESIGN/DEVELOPERS ( � SNow�f� I�ootL mF_�A���ASS 2�� 6�� X 6'.8�� Foti sT�Arrl Efy l..l U lu`) (� 8oG0�8�� F � 88 20�4" (2 <} RIJEL po�7��� Qor>(i5 FlR �� 2��X 6�•a�� (JI N I�'�) � 8aa$�•8�� go�,� q �► David L. Irwin P � �J �} PANEL j31 -1=0►.D F16? �o�x (��•g�� I<lTGNE�J Sao8�8� � w� a� SOt'1�9,� I4 � ANE�. FIR 2�, ��� X ���B`� �M�TAL . Y►rIAS'�'�f�. SUIT� 8ao8�8� � �Ir� 8oi't:q�� � ,a a � W � � s� PAIJEL FtRF PJoaR �( R 2�, 6° x ��, a�r MEriAI. 1�1�1145�"��. ��Tl� 800�'j:8• c�y�,� �► So1��9 P.O.Box 3342.Vail.Colorado 81658 � 303-476-7101 �7 ( q `Q WrtH OF�ICES LOGTED iN I� � Gar� �� �700(�• �'YI�'6d1�ltT� �•G�� K �(�/•0�� �E�'+ � R�d� /q�q'q " g�d���� FtLauderdale/M�ami.5arasotaFlorida. Rhinebeck New York 17 " RAR ��a��q�� ,a $OD7%Ip� 18 G �Es� 5 ���-� �a�a'q" e���'��o" I 9 PJC(�R.6b rYt �4 �qaa-q" ��,���� 20 �3E�J�tOO(Y'i 3 7qq�i���i" ecoi-ic'� 2 I fb f�TM FL,O a►vl 3 7 9 a Q�9" s �' � 'a 8ao?� �o" LAuN(aRy '199R�9" � ''' 800�:io" , wrNDOw SCHEDULE u�► � ►�-y 7a��'�" B��?' ��" NUTZL.c> c�aD wNiT� ; ' C.� C°'� M ROUGH OPENING � W � H � CATALOG NUMBER REM �ARKS � A GIy2 X S`�'�2 2 - 305� iJ�UiD�1� ' B 24'/� X �o'/Z 24�G a D �� i t��� , . � ' C 5b'�z x 60'�2 q6 �o Pi��ur�� � � � r . Q� X '/Z 3036 IV� ��IV F 1�/ � , � � � p _3 2 3� _ - � � . � ' E 24'�2 x 2�4�i 24 2�4 fJ�U �fJ E I� . � F •7 2'�i X �2'�Z � 7 2 7 2 f����'v R E ! f � � ' , � i C � t� i�1 X �'g��2 2- 3 O 4 8 0 l V I A ��'J 1�n1p�R'E� � � � H 3 ���Z X 5a��2 3� s4 ��u ►� �� , � , � r G i 2���2 X �1'Z��2 2� �'�. ��1�1� �n '� � Il� '" � q 6'�Z x 3 0'�2 9 6 3 o f��c.�-��.F ' - , � � K q 6`�2 x '7 2'�2 4 b� 2 P I G�-u R� ' � � 4 6'�z x 3 0'�2 463 0 �«�ru ti� � , . �� M 98'�z x �2yz qg72 ��c.�-��tG . . . . >>� '4i r.�.� - ����� '�•;�•'°•fr +�9��i'. 1�"q ,,V F, .• � rEA • �`��: . N 3�'iz x G o'�2 3 6�o i� �u���A ` , �` �'`� ' , � - 'd` : �� . , ��. � �;�,� eh � � ' �/ x 8�� 3 0�!8 (J i V i(J �Q • y n s� p ��. .� .�'3�'��'O�z'o�� � 3 O 2 '� 2 Lc�t F -Vail V]la e es� b. Str�ctural consrete shall have a minimum_Z8-da com ressive stren of 3500 si. � � pESTGN CRI'1 aR1A: � c. Concrete sha]I be propanioned usin�'I'ypt 1�ment(Type II or 7�pe V if currasrve soils , ` • f,� �, � �/ �� U I� conditions exist). Admixtures cantaining chtaride s�l�s shall aot be used. ��'✓...'�.�`'•�i e�e�•`�Q���� , P � I 2 x 46 t . 2 - �048 (�� Ep . 80 psf d Gold weather cancr��tiiYg procedurrs shail bc�ravidtd-ss recommended in the(�C]Manual ''��$*�QF (J!,'�1.� � . r �`��'�n��:ss��tv� � � . Roof Dead LoaJ l 5 psf o�Concrtte Practice - b St�ds shall be Stud gnde and better pouglas Ftr-Larch or Han Fir: 1. Walis over 4 feet long which are shoathed with gypsum wall board on both faces and are 1 40 sf a Mcl�or lsolss�est'�eam and column beazing plates ahall bt placed with setring templates� c. Built-up posts shall cansist of Dagtas Fir-Larch or Nem Fir�12 or better 2X4 or 2X6 studs � indicated as shear walls on plan have been designed to resist wind forces m accordance Q Floor Live Lonl P ----� l 0 psf f. Exp i 1�Itsshalt=6e located�t a minis�um�of 6 bolY dismeters from concreu edge and per plan and shall be nail�d togetl�r with 1 rows of'/�"diameter with 2 rows of]6d mails a � with Table 25-1 of tha UBC. 80 f ' ap ced 10 blt dismeters unless ncned othtrwise. > 6"on center along each swd Poss of more than 3 members shall%"diameter thtv-bolts I 2. At shear walls,screw�/�"gypsum wallboard to all studs and to top and bonom plates with �t bolis for wnod sill lgtes shall be 15�ed at 4'-0"maximum spacing with on anchor #8 x 1 1/8 drywell screws at 7"maximnm spacing. R f ` y �DeBd I�.o� --- 10 psf _� • - g•, � p ' d Bu lt np beams cons�sti go multple 2X mernbers shall be nailed to ether with two rows of � �� - 50 psf/2000�over 20 sq.in. -b�It t 12"8vm ta�h end 6r comEr and n]ninimum of two nnchor balte per pioce. " Garage Dead L�ad--- --- - 50 psf - � h. All eitposed ed�es altfd cornqs shall be cham�'ered y/". , , „ , „ g �� � 3. Exterior plywood or OSB wail sheathm�is required unless specifically deleted by 16d na�ls spaced at 12 on center,�r witU two rows/a dia[neter thrv-boJts spaced 24 on en 'neer. SDrivewa becl�T,ivt Load 50 psf12000#over 2b sq.in. , i. Concrete coveragt for reinforcm$steel(A�F 318-95). » � center. Built-up beazns of 3 or mae members shall have'thru-bolts as defined above. � � 100 f 1. Concsete cas2 against arcd permanently eXposed to tarth 3 e. Uvless noted otherwise steel conr�ctors such as those manufactured b the Sim son � ` � Y A � �TRUCTCn?aT.c��,; � us n°N -----�--�°��" 2. ConcrZte ex qsed to earth or weather. �ompany shall be used to,�oin raf�rs,joists or beams to other beams at flush-&amed ' Driveway becl�De�d Load 30 psf P � » i T � Basic Wtnd S :ed� ---- 9 P�T�XP•B) . a #5 bar snd smaller 1/n conditions. Use all specified nails Connector conditions not otherwise noted shall utiliu , a Structival stcel shall be detailed,fabricaled and erected in accordance with ihe most Swsmia one C � b. #6 thrbugh#18 bar 2 , Type U or Type HU hangers Qf a sze specifically designed for!he member su rted as U . Designed uhda 20031BC/iRC as adopt y the Town of Vail ,, 3. Conca�ete�not expossd to weather or in contact witl�ground: � sho•,+m in the mattufacturer's}sublished tables. Contact structural�engineer for de�tails as curru�t editions of AISC Specifications and Code of Standard Pracuce i ed for ses' tial vehicular traffic only,construction staging sad a Slabs,walls,jois'�s (#11 bar and smaller}'/." req>>ired. b. Structival steel roiled shapes,including plates and an�les,shaU be ASTM A36. 11�be � � shapcs shall be ASTM A500 grade B. P�pes shall be ASTM A53 grade B or ASTM � f Manufactured joists shall be from in approved manufacturer and shall be equivaleni in load i A501. � � tturls traffic prehibited from use o the eway bridge. ` . b. Beams,oolumns i%z" carrying capaciry and deflection cnteria to TJI 210 series joists in depths and spacu►gs c. Tt�be shapes are actual size as specified on plan Pipcs indicated on plan are nominal , f , � . V � RETt�iFORCING STEEb• � , indicatcd on plan, Provide blackir�,bracing,web stiffeners aud other accessories as � (approximate inside diameter)and refer to ATSC pipe scbedu]e d'unensions. � � • . required by manufacturer. a Desigpsf individual and confinuo footings is based on a maximum sllowable bearing . � a Detailing,fabncation and.plaoement of reu�forcing steel shall be in accordance with the A1CI � g Prefabricated trusses shall be desi�ed by a Colorado registered engineer to support the�fvll d All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolts � ���►w'7 ��, . ! and bolts used in timber connections may be ASTM A309. Bolt sizes shall be'/." /�(/G�//���iQL�'''� W oad full live load)b�sed csn ttia Soils report by LKP , tvYaNtJAL f��CO�T�FEfi�t�ItAC1`JCE. , > dead and livc loads of the rqo�ces mg and any other supenmposed loads. The fabricator � d�ameter unless noted otherwise Enginee�ing,lnc.,Job No.04190. ` � { b Except wh�re othervris�e noted an the drawin s reinforcin bars shall conform tQ ASTM 8, g shall detemune web arrangeuients 9nd member forces. Load duration factor for snow loads C N�C K�O � S e�ification A615-'79 arrd shall be Gr�de 56�xcept ties, ield bent bars where e itted b � � b. Foimdaton and retaining walis ha been dcs3gned using a lsteral pressure of 60 pcf sad � p �' � P�, Y x is 10. Calculanons and shop dnvtiwgs shal!be submitted to the architect/engu►eer for X • � note off pran,or bus tob�wtldtd,whicb st�a]Y be(3rade 40. revi>w prior to fabrica6on The tnss manufacturer shall specify all truss-to-truss �� �� DECK GRATlNG � 2 0 O 5 , � �. gooting;shaU be plac�8-on the na 1 undisiurb�d soil,or compacted suuctural fill, � c. At splices 9n concrett,la�b2rs 36 diauseters. At splices in ma�on��lap bars A2,diameters, • � connections, 1'emporary and perminent lateral bracing of trusses shall be installed as e- �CO 2 X3/16 8-W 2-83 welded closamesh grating with cross rods at 2"o c. At Y p. . g 1x Y PP Y 8k bearin bar s DAT t � below fmst depth 1 a niinimum o "tls bottbm of footing. Do not weld or use mechanics]s hc� dev9ces un]sss s ci8ca11 a roved b en ��er. ' reqLUed by the truss manufacturer 8 pan of 6 6"the following load criteria apply. � u � �� rov� econ o ' atoundth"e perimt'ter o�all basement walls and at d. At comers,make�ratizontat bars�oz►tuiUous at provide corner 6ars: A�`ound 6pehulgs and "'� " h. TJnless noted otherwise]aminated reneer lumber(LVL)shall have the followin ro erties• U=safe uniform]oad � 852 psf �� ' �'� � . , the baseoffetaining walls. See erimeter dtain detail. ' steps ia concrete,presvide(2}#5 bars extendin�2'-0"beyond edgz af openiag'or sup. , 1. Flexural stress------------�___._ 2,800 psi g p p C=safe concentrated load 276g pfw e. Providecrawl`spaee ventilatian p C requirements., e Extend reinfarcing steel>e milut�um of 24"throu�tt,r,old�oints. Unless specific�lly located 2 2vlodulus of elasUciry-------------w 1,800,000 psi �a modulus of elasticity 29,000,000 psi 8 CAL� , . repre�entaUVe o e a}engir�eer shal}v�rify soils conditions and types . •• on plan or details,cboriliittate cOld joi�t locatians with engineer. , - 3. Tension parallel to gau� 1,850 ps� F���r��s 18,000 psi N/� =s �g��Vg��, Report any un a1�5o�1s condidons ta the structural engineer fbr re- : f Welded wirc fabri�shall canfbrm ta ASTM A-I85.F.ap welded y9re fabric to a minirhum of 4. Com ression arallel to ASTM A-659 standard valuatim of foundation desi . , one fulI mesh plus twa inc�se�Laps shalI be wired tagethor: p P �'n"'°-- 2.300 psi - J D� N O. 5. Compress�on perpend�cular to gain(parallel to glue line)----750 psi Depec6on: umform load- 0.393" � r g, • p�r�¢nmendatiuns repo m so31s report should be adhered to by the Builder. ` � 6 Horizontal shear ._._�.+ 28$PS� Concentrated load- 0.315" `�l O 5 �M��T - , ,. - � ,S'FRUCTQI�Af�'VLOOD FRAMING: > 7. CJhere two members are requird,each member shall be fastened to adjacent members � � . ,� , , ` . - a Bxcept where noted o`ttierwise;all 2"aominal lumbershall be Hem Fir#2,and better,aad al1 , �'lth n'vo rows of 16d nails spaced at 12"o c.,unless noted othervvise. Where three or F ' � ' � more members are iequired,thev sl�all be fastened together with two rows of%a",diameter a Follow Table R6029(1) N�'�G SCI�DULE ` , � ' � n the"I3ui g Code Requiretncnts�or Remforced Coac,rete". solid timber beams an�posts 3"nominal atid wider sha1T be boug Fir-Larch#2. � thru-bolts at 24"o.c,unless noted otherwise. � - i. Glulam; - , I , � , ` � ` ' ° � 1. Flexural stress----------- , --Fb=2,400 psi � ' ---- - � , psi , � . , �. Wind Bracing. , , i � � " ' OF fiH�ETEt � r a� � �I, � � --� _ .�._ ' _ - 1 ,.�, - _ .,� - - - - 1 ---- �- { - _ '_ � - � ...,,-- - ~ � _.l '�`- - - ,,.------�- y-- �, � � � -<--- , �zaeae � - �--�- ' - � - ` � � - _ - - - -- -- . -`-�-�- - _ -- -_ i - - -- - - , "'`.,.a„-" - . �' '\ �'_ _ ' , . ,. R�VIBiOt!!L� �'"�t" =� l�.t� U�i F�. 1 �l�. � � . _ ,�� � � � l�� . o ~ DOOR SCHEDULE . �-u"'E '3, 5 M DESCRIPTI�N MAT�L FRAME SIZE TRESH REMARKS � FLOOR �3ASE WALL WAINSCOT CEILIN� REMARKS '� , � ( 4 P/�NG�. FIR ' '� ` �� �' 3-a x �•8 mET�aL w m W z °D q ANFL � �� � 8� , ac � � v � � t�- � 2 P F I IZ. Z.� (v x C� LD � Z Q J 'J X 't � p J O � 3 �} �a N E L F I R 2��9��X lo��a`� Z w v a ~ °� ~ �' w cp � °o ? c.� r=- a m Q ? � � z � J p `�' U � C,� al. � � _ � W � c� � Q � g F- ` � � P F � ,. � �� a W o a � Q Z � � Q z °; " `x o N o � a o d ..� � u, � X o z � , � � A N E � B i - f�ASS �R 3'o x�r 8 g ac N '�' ,� �' Q w' ca � �- , o o a o o I � �e . u � � X 4 ? tr.� � Q C7 0 Z UJ Q Q � ` Cp `� �� X 1- W O Q Q ;cV `cV �N =Gp � 4 W � rj 2 P�aNF_!. F� �6[.f� 3�•o xb•8 M�sA� W� f��VA�.En G(.�55 °� � w c> > u +n = z 3 > u a 3 \`� � � `1 w v� c� 3 v � � � \ � 3 a v . 6 � �r�NE� �ooKrs' r-�r� 2'�"x � � � � ��.��� G�R�GE ,. .�_ .. 8o2?•`q 8035�10' -9�' GaNCRET� . 7 r=xr. S cu�N y�Nc� F�R/G�.�sS 2��b" x ��-S'� m��r�� '1"RV-�J�� � A�D ~1�/� �� � � �/a M ► ,, i �N�--�y go�8.7 8ozb�.a� ; � �x'P. St��DER ��"lGtJa55 5�0" xE��o� n�F_�-A�. �� -iJtu��ED 'S�T'UD ' " � �� , �x� y ao�e•� T e . 8v 2b,su ° �x-r. s�.�r�E R r-� � �, � �� � ���.�►. ' ���,�ss � .o x s.o M�sP� -rr�� -��v�r�F a /��� 3 x 13t�Room 5 8a ia:��, 8026`�8" ( � . q �a N E�. Fl R 2��o' x �'• 8'� l3/a'�""F�I�-C>D VY� � So ts`�7`� Q�` ' u �1'�.d.J 1r,a 1 _ 8026�8 � 1 5l�ow�ft (�aof� mFTA���.�+SS 2'. 6'� X 6� a�� Foti sT�AM ER I_..t V t W G SoGO�P�� � � 6otie'� " DESIGN DEVELOPERS 8o2o•a �2 .�} P�N�w po�TaL� Qoo(�.s FIR 5' Z''x 6'•Su (J I N 1 tJ (, BGaQ,�8`� So i��,q �� David L. irwin � �J � P� NEl.. 131 -r'oLD F162. �loi�X ��,g�� � �� � wo 0� � ,� , I<ITGN E�J 8008•8 go��,q ' 14 q �AN E� FI R 2�� �'� X �'•8� r�E�'A� . 1'�1f�5TER. SU lT� 8000r8� F ��� 8ot�:q�� I 5 .� pAuE�. FiaF i�onR �t R 2', 6" x G'. S�` m�.rr'�4� t1') �45�"�ri�. Rl�1TN 8oC>�'i�g� o�ri ��0 �' S����'a�� P.O.6ox 3342,Vail,Colorado 81GS8 � �� � u i u � 303-476-710i � GR(LAG� i�vo(�. rnAsoN�r� �.c� x �6 � 0 (�EG , R46/Y� '��gR�9 , iQ ' � 8QQ'�'�D WIiH OFfICES LQGTEO IN - Ft Lauderdale/Miami,Sarasota,Floridr, Rhinebeck New York 1 " � �°� � �'�� 13AR ?Rg�i`q�� 'a 8cb7%,p� - �$ G �Es �' s ��4c �7a�a'q" � �� 8uv�•lo 19 �iCfJRao +rn � '��R9-q" eoo�:�o" 20 �EfJf�oom 3 7qq�,'-9'' 9oo'i �o" . 2 I Cd FdTN f�D a rv1 3 `l q a R�q" �a ,a , „ • 5 � 8007� lo L.AUN�Ry 7qq��9� � `'� 8oa�:io'` � , ` c v�ll N DOw SCHEDULE ��+ � ��y 7a��'q° 80�?: ,0�� NUJZLC7 GLAD WNiT� � � � M R4UGH OPENING � W � H � CATALQG NUM6ER REM �RKS � � � r� � 1�2 x 5-4`i2 �c.���7 2 - 305� fJrUiA�A � B 2�'�� X �o�i�. a �5`fi 24 �o p r� �a� r� , C �6`�2 x 60'/2 -?(�5� q6 bo Plc.�-u�.� � , � Q _3ay2 X 3�`�Z 1 0 �� �,r� F r� � ' �, �.� 3 3 6 � � / � � � �, E 2���2 x '�`�'�2 �7 �'o�� 2.�'2.� ��U 1(.�� f.J F •7 2'�2 x �2'�2 - (��c.-r v R.E � 72?2 ; � G � (� I �/1 X 9'g��2 l?��`'.� 1 2,- 3048 OIUtA �p ►�rrip�RFA � � ' � � N 3 �'�z X 5q'�z ����� 3 6 5� i��u i� �r� � I� � � ; 2���2 x �2`�2 ay�'�► 2� ?2 ,��U�a �n ' �► �J '� ,,� � v q6'�2 x 3012 �j �q63o ntc.q'�t�.F_ � • � � K q 6 �2 x �2'�2 (��� A 6 7 2 P,c.g-u r�F , ` � � . L 4 8'�z x �O��2 �� �� , 4a 3 o f�t�'q'u R� ` ' , � � �i� . � . �M 9 8'�2 X �2'�z �j 'il 9 8 72 A«v-v 2.0 �--* , At /� /�j� ��� � 1 V �J���2 x �,0��2 � 1`� �� 3 6�O � I U I 6J F A ,�•��� V� ��N�� �������� � � '�/���/� ��/� ����,���i/I� � � �, �'�i� , � � � � 3 0'�2 X 4 g��2 �. `�'J� ��1��� 3 0�F 8 (�i V i p �i'.1 . � - � , , � �" 4 F - ail Vi la e es b. Strucnual concrete shall have a miniinum 28-day compressrve sirength of 3500 psi. '� '/�� ��� � �� J� J��u'� � � � J� AESTGN GRT7'ERI�• c. Concrete shell be proportianed using'Jype I ccment('!'ype II or 7ype V if coaosive soils , !�" ' ��'�� P (� � �2 X 'q'��t ��'`��� 1 . 2. ' �J 0'�}a ,, (�i V ((� �(� conditions exist). Adm pures containing chlpride salu shall not be used AC M 1 ��i�� �'�a� ��� / � s � 80 psf d Cold weather concretiin rocedures shall be rovided es tecommended in the I anua 1 � ��� , -, Roof Dead Load ]5 psf of�oncrete Practice. b. Siuds shall be Stud de and better Dcu ` �� � � , Q ' Floor Live Load 40 psf : e. Anchor bolu for beam and colunv�bearing plates shali be placed with setting icmplates � glas Fu-Lazch or Hem Fir. � � ' _ l0 psf � f. Exp Ic�bohs shall be located ai a minimum of 6 bolt diameters from concrete edge and c. Built-up posis shall consist of DouglasFir-Larch or Hem Fir#2 or better 2X4 or 2XG studs 1. Walls over 4 feet iong which are shcathed with gypsum wall board on hoth faces a»d are per plan and shell bC nailed to etl�er w$h l rows of�"diamcter wrih 2 rows o!'l6d mails Q � �dicated as shoar walls on plan have been designed to resist wind forces in accordance Deck Live Load 80 psf sp ced l 0 bolt di�meters untess noted othenviso. 6"on center alon each stud.Posts of nore than 3 raembers shall/a diameur ttuv-bolts ! �►'�th Table 25-1 of the UBC. R , Deck Dead Load - 10 psf ,+ , g, An }for bolu for wood sill plates sha)1 be placul at A'-0"maximum spacing witli on anchor ' spar,ed at 24"on center in addition to t6e nails. � � I 2. At shear wal)s,ecrew%i'gypsum wallboard to all studs and to to and bottom lates with ' S0 psf/200Ut!over 20 sq.in. , , b�ltht I2"8om aach end or comcr ond o mSnimum of two anchorbelte por pieoo. #8 x 1 l/8"drywall screws at 7"maximum spacing p p e 1II d. Bu�It-up beams consisting of multiple e'X members shall be nailed together with two rows of � 3. Bxterior 1 ood or OSB wall sheathin �s r u'ued unless s eci S =Gsrage Dead l:bad 50 psf • , h. All eXposed edges and corners shaU be chamfered'/+". . l bd nails spaced at 12"on center or � +� „ p yw w�h two rows/ diameter th�v-boits snaced 2q on � 8� eq p 6cally deleted by p S4•� , i. Concrete coverage for reinforcing stee](ACI 318-95): center. Built-up beams of 3 or more members shall have thru-bo)u as defined�bove. en8ineer. Drivewa Deck Liw I.oad 50 sf/2000#over 2 m. �, Concrete cast against and permanently exposed to earth 3" � I us now a --- 100 psf • ' e. Unless noted otherwise,steel connecto�s such as those manufacturod b the Sim son T Driveway Deck bud Load 30 psf 2. Concrcte exposed to eanh or wcather. _ Company sha]1 be used to join rafters,j�ists or benms to othor beams at fluah-&amed i �UCTLIR AT S7'FFI• i Basio Wir►d S eed 9 ph(Exp a) ` � a. #S bar and smailer i'1�" � Seisuvc one --C b. #t6 thraugb�l l8 bar 2" conditions. Use ali specified rrails Comector cond�Gons not otberwise noted shall util�u � < U , Designed ur►der 20t3 tAGIRC as adopt y the Town of Yail �, 3. Concrete not exposed to weather or in contact with ground: Typa U or Type HU hangers Qf a size specifically designed 1br the member supported,ps i a' S��stee)shaU be detazted,fabricatcd and erected in accordance wiili the most shown in the manufacturer's ublished ables. Contact sUucwral•engineer for detads as �u�'�t editions of AISC Specifications and Code of Standard Pract�ce ' ' ' ed for res nGal vehicular traff'ic only,construction stagmg and a Slabs,walls,joists (#1]bar and smaAer) '/," required. p b. Struchual stee)rolled shapes,including plates and an�les,shall be ASTM A36. 'llibe I � truck traffic prohib3ed from use o the eway bridge. , b. Beams,columns i%s" f. Manufactured joisu shal]be from an ap�roved raanufacturer snd shall bo equivalent in load ' shapes shall be ASTM AS00 grade B. Pipes shall be ASTM A53 gade li or ASTM i V � � ' � , � carrymg ca aci and deflection criteriato T J I 2 1 0 s e r i e s'o i s u i n de t h s an d s acro s � A501. � �t E T N F O R C I N G S T E EI.• p ty � p p 8 c. �Lbe shapes are actual siu as specified on plan, Pipes indicated on plan are nominat � ,� , indicated on p1an, provide blocking,bncing,web stif�'eners and other accessories as required b y manufaccurcr. (a p proximate inside di a m e ur)an d re fer to A I S C pipe schedule dunensions. a. Desi�f incividual and continuo footings is based on a maximum allowable bearing . ' a. Detailing,fabncation and placcment of rein�'orcing stoel sha1J be in accordance with the ACI g, prefabricated trusses shall be desi ed a Colorado re stered en meer to su � g ' sd fuil]ive load)based on the Soils report by LKP � 1yiA?�1iJAL OF C0�1�'��fE PRAC77CE. ,' , � �' 8& 8 pport the full d• All bolts used in steel framin shall conform to ASTM Specification A325. Anchor bolts j /� D ia`A�W Bngine�ring,Ine.,7ob No.04190. b. Except wh�se otli�iwise noted on the drawings,reinforcing ban shall co�foim to t1STM dead and]ive loads of the rqo�ceiling md any other supenmposed loads. The fabricator � �a b0����1°t�mber connections rpay be ASTM 47, Bolt sius shall be'/." /�VG%v1,GC. ����e.'�f x , b. Foundadoa end retaining walls ha betn designed using a lateral pressure of 60 pcf and � Specification A615-79 and shall be Grade 60 exceptties,field�bent bars whue p�a;cuitted by` shall determine web arrangements sod nember forces. I,oad duration factor for snow loads d�ameter unless noted othorwise. . � _ is 1.0. Calculanons and shop dnwings;hall be submitted to the architecden ineer for C M IE C K�O � note on pian,or bars to be welded,which shsl�be Grade 44. i" Y g . c. Footings sha!be plac�d'on the na 1 undisturbed soil,or compacted structural fill, � c At s hces in concreu,la bars 36 diameters. At ]ices in ma o` la bars 42 d�ameters , ' ' review prior to fabricaGon The tr�ss mu�ufacturer shall spectfy all truss-tatruss DECK GRATrN,� a .9IvIlC0 2"X3/I6"8-W-2-83 welded closo-mosh at' � 2 0 0 5 � below frost ae th�a minimum o "tdbottom of footin , p p � ��•� � , connections. Temporary and permanentlateral bracing of irusscs shall be instelled as 8i' g with cross rods at 2"o c. At ��-- , � required by tbe truss manufacturer. bearing bar span of 6'-6"the following]oad criieria apply; � DA►T E � p & Do not weld or use mechanical splicing devices unless specifically approved by eng'vieet, �y� A ' around tbe perimeter of all bascment walls and at d. At comers,makt horizontal bars continuous or provide corner bars. Around opetungs and � ' h, Un]e�s noted othwwist laminated venee�lumber VL U=safc uniform]oad " � t' � - . the base of rataining walls. See rimeter drain detail. , , steps in concrete,provide(2}-#5 ban eutendu�g 2'-0"bcyond edgt of opening or step. (T- )sha11 have the following propenies: 852 psf �4. = �.Q 1. Flexural stress C=safe concentrated load e. Provide cra�l'Spaa ventilsuoa C requirements, e Extend reinforcing steel a mmimum of 24"through�ld'oints. Uhless specifically located -. 2,800 psi 2�6g pfw �, ;� 2. Modulusofelastici E�modalusofelastici iCALQ . representarve o e ca}eegineer shall verify soils conditions and types . . on plan or details,coor'diltate cold joint locations�4itfi engweer:� ! � _ �'""'°'-- 1,800,000 ps� tY 29,000,000 psi � 3. Tension azallel to . F=fiber scress N/j4 diaing exca�atian. Report any a19o�ls cond�tions to tbe shucttuai engin�er for ra, � Welddd wirt fabric sliall conform to ASTM A-185.Lap welded wire falzric to a tn'uvmum of p � 1,850 psi , 18,000 psi ' ASTM A-659 standard .�D 0 N O. ; , ,., 4. ompression paraliel to gFain-----.--�.-_.. 2,300 De�lection• uniform Ioad- 0393" evaluauon oifoimdatlon desi . , one full mesh pYos two,inclies`Laps shall be wired together. 5. Compression perpendicular to grain(�ar811e1 to glue lu�e)---750 psi �O 5 r , g, ' All recOmmmdations repo ia soils report should be adhered to by the$wlder. , �,�U.�7 LR- ,WOOD FI2ANIING: , - 6. Horizonta]shear--- 285 p� . Concentrated load- 0.315" 4 ` 7. Where two members are requ'ued.eadi member shall be fastened to ad�accnt members o M�E�T .. • `i,�,A • C w:th two rows of 16d nails spaced at i2"o.c.,unless noted otherwise. Where three or , � � ' a Except whue notad otberwise,all 2"nominal lumber shall be Hem F�r#2,and better,and al1 , NAILING S['uFDiJLE � . on tha"Bui g Code Requirements for Reinforced Concrete". solid Gmber beazns and sts 3"nominal attd Wider sha�Ibe Dou F'u-Larch#2. ' more membcrs are requued,they sl�a1 be fastened together with two rows of%2"diameter , p° g ttuv-bolu at 24"o.o,,unless noted ot}srwise. �. Follow Tab1e R602.3(1). , t _ __ � - - , , ' ' . i. Glulam, ` � t � . " ' , 1. Flexural stress------------ --F6=2,400 psi - I , , . i j. Wind Bracing: - ' ' p i . \ � � , 1 B + - • ' OF BMffEZ�'� y � . • , \ ` ` , � - - __ _---- -- -- - -- - -- -- - --- - --- � - __ _ - - - - - - - . ..� _ - ----_-_ °_ -°_ -- --- -- - --- . , _ r __.� _ _ _ __,_- - ---- -_ _ ___ ---- - --- - - - _ � __. s_ __ _ _ _- ____�� _ _ - - '"' �'�'� - , , � '"- �� �., � , . _�_ .�, ';ur'' .N' � zF' , e,i r ' '.^� ` � a° �a 4 1 tl1 ��, � r�, � i��... ��^� �R '�rr �. LC! ii, i i �� a .,,�. �aqn��yro �, � ' �y n �'��I���,�� ��� � 0 y 4 �''4.,"� �I��II 'M' 0 . 1' o Y� 4 'f� � � '►'' � _ v �, � � ^ r � F�7UN� 3 E3AR � # � y ELLV. = 7995.7 ^ t �� rS��,•� ts o �� O � � �j � �i.s z�=, � � � ,� � X i �r� `t�N�� �.� � � • F't � � � O � W , 'p y,�N' � LL. 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GRA'�E �,_,...----' -. . _ _ __ -- �-- �,,,_..�.,., - f,,._..--�`"" � - �j �) �3ASIS OF ELEVtiTIGiwS: NORTHEASTERLY CORNER t,F LOT 39, ELEV. = 7995.7' (� E� T,o.w ��..--�-- �� l I � �� `.�� _ FOJi�ID P!N PND �AP �'` . , � o o� go3�,3 �aT�i �''���G go'�,•�s ��' ��p�� � � "_ - r �8S DEFE�TI�IN� THIS�URVEYTWITHIN THREEtYEARS AFTERTYOUMFIRST DISCOVER SUAHTIDEFECT. IN NO EVENT, i � � � ,! � � �, E�t . �ao2 $ ,� � E��� � J, — , ` MAl' ��NY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED M�RE THAN TEN YEARS �� � � y�.o.F so24 ���.�a,ao2s' . ,�� I . N ' `,.,, g � FRC�� .THE DATE �F CERTIFICATION S'-iOWlv HEREON. � cV _- � i � �`�� � � .� �r') THE BOUNDARY JIMENSIONS, EASEM�NTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD C� d' ° ' .�.' 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