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HomeMy WebLinkAboutSTEPHENS SUBDIVISION PHASE 3 ` t ' ` " }^' ' . ; ^ r a v '^ -. ,', � ` * i ar' .... � . o u� •. T xw ..' � . , . .. s' t' 4 4 .` ' a � { r . . � v , � .r� +^ �c r y �F t N ,.. . _ „ � , ' ` r• �: � � � ' r % rv . ' ...r uV � . -. . ..n ' .r e : a ` _ ' � ( ^ - ' . ` ^ ,a r 1 _ • e � '1 � . , � IMPR� VEMENT LUCATIaN CERTIFI� ATE . _ � . � ���� L�J T � � ��� � � � _ � �..� - � � PINEC REEK AT VAIL PI-�A� E III � - � � LINE DiRECTiON DISTANCE � � E-1 N 8332'00" E 12015' � E-2 ^J O6'28'0�" W 35 00' ' m F- � E-3 N 83'32 00" E 24.00� • � •O ��T � � � T �T �"� E-4 S 06.28�00�E 32 63� 1 1 V V A � E .A,.G LE C C� �C..T�1 T Y C � LQ R AD � ° ° � E-5 N 8 7 0 9 0 0 E 4 4 9 0 � � E-6 N 87'03'00" E 37 4a' ° � � E-7 N Q1'31'00" ;"! 43 75' � � , E--8 N Ot 31'00" N� 62 35' � T E-9 N $8'29�00" E � 10 00' + E--10 � S 01'3i'00" E� 65 09' CURV�" RADIUS LE{�JGTH TANGEPJT CHOf+� BEAR�NG DELl'A " ,_� E-11 � S 88'29 00 VY � 1Q 00' C-1 20.d0' 31 42' 20 00' Z8.28' N 38'32'00" E 90'00'00° E-12 S 01'31�00" E 60 08' C-2 ZO 00' 30 15' 18 78' U 38' S �9'39'30" E 86'23'00" E-13 Pd 67'09'00" E 19 26' C-3 40 00' 13 96' 7 05' 13 89' N 77'09'00" E 20'00�00" t _��_ E-14 N 01'37'00" W 51 91' C-4 235 DO' y 194 00' 102 91' 138 54' S 89'12'02" E 47'17'57" ` � E-15 PJ 57'06'10" E i0 00' C-5 235 00' 10.26' 5 13' 10 2fi' fJ 78'42'�5" vl 02'30'02° S?EPHENS S7EPHENS / E-t6 S 32'S3'S0° E 63 65' C-6 235 00' y ~ 10 37' 5 19' �0 37' ra 76"1�'13" vr o231'42" SUBDIVISION � E-17 � N 32'53 50' W � 60 56' C-? 235 00' 38 44' 19 26' i8 40' N 7D'14'13" W 09'22 79" SU901�510I�1 �-i s s s�•os'�o° w �o oo' PARCEL B �~��C-��8 235.00 13 65' 6 83' 13 fi5' N 68'48 51" E 03'19 41" � PARCEL C � E-19 S 32'53�50" E 57 94� � C--9 235 00' 10 34' 5 17' 10 34' N 71'44 17" E 02'31'12° r , �^ E=20 ^� �l 83'32`d0" E 12 GD' C-10 _ 235 40' � 10 47' 5 23' 10 47' _PJ 74'16'27" E 02'33'07" { � E-21 N 83'32�0 _____17_ 00' C-11 235 00 36 21' 1814 36 77' N 79'S7'S2" E 08'49'41" _'------ ' �E-22 � S 05'28 00' E 81.00' � C-12 235 Od' 64 27 32 34 i4 07' S 87'47'12" E 15'40�11" ' � _�` S 88'33��1 n E � � ` - — � �3 �-- ._. ,_� 113.16'------__ _ , 287.16' � ` , ' /�- 25• � � � �1 _ ----�` 1 65.16 74;4' 108.g3' � �� a5 ! �s.��' i 2, Center of Creek 9 -' �--___ i� STEPHEyS ` � ���� 62' �'r • ' � �� � � `°'— i w a , SU BDi Vl SI ON 61� '' • — '._"'"' • — �`� �.. �--- — — ---�" � ``' 1� r'. ��_ PARCEL A � '� �� `` • "'- t= O ` „ � � J . / �r �PProximate 100 Year ` '^�--..,� . �� . _ �o � U� i�° `� p ���6,� � Flood Piain -"- �--�..1, '- �.._ � -----_ _ _ ,"1 =-='= t�,�o°��� �J� n3��L� 3 i,.--Edge of Creek � � ` � / / / � i- - - �- - _ _ _ _ _; `,�� �.- _: =- - - - - - - - - 1 z t�° Gj � r�i � � . SE�ti'ER MANNOLE - - � , , --.. ��• ..� � � ftIM ELEVA710t�t = 78239� ] ` - - ^' � - - - � - - - -r - _ - _ � s �` ' S 87'44'00" E ' � �--Center of Creek � -�� � �---- -- ._ _ _ � I . �- __ � W `�-� / � 50 00' µJ.0 � � 6l � �` — — � ` �92 08' t / , � � ------'- - i � � G4,g/ :,, j _` — --- � t 4.57' � �`�. ` �'�- �— � ��� /� • �/`� y ��"-- �� 2� - - - - - - -- _ _ _ � ' - - - - -� - - - - - - - - - ' � , � ' , � � �' � .� � � ' " _ ` _ _ _ _ - _ - - 50.00 W_ 1 ,`` � f _../ �/�� >���� / � � `�p/ '� � '�1` 50.00' WC � � .... - - - - - - - - - - - - - - - - L. _ _ _ — � �.�� � s � �� � �.. � � 2 `��' � _�.. "��`--Edge of Creek •��'��� / �PS��� � � ' / �� �� 50' Setback f"rom N -'�-^ 121 �$ Z'��� ��` `L�'��,��� � �' �'i�`'� `� � - - - - E-11 E-9 , �_ C_enter of Gore Cree_k_ ' \ - - - - - - - - - - - i . o / � ' ��t � ' �� � .r - , � _ � r __1 r - _ � r _ _ � � �_ etbick From �'' N ` . � i � ��,C���P / � � i 1 �� \ � L J � � � t � ..1 * � ` � ' � � a E Center o Gore Creek'—� � / � , �,d � � C\' � � 1 � � � � PORTlO�d I + � *°Q `�''�� _�_� '- �. g �g �PProximate 10Q Year ' ./ �� _ � � �' � �OOI / / r ��� ,� LO T 3 �� � � � 1 1 �NATER �� � �o �;, MF_ADOV'! CREEK ' , FOU��D �J Fleod Plain ,. � \ ' � I OF t Q � 30, ��,,� 62 _____. , _ ,--- ' � , - � 0.347 ACRE , � � I I � DISTRiCT , � o coNaoMir�iur�s � � Per Recorded Plat - ALUl.�itiUfd CAP &\ `�O � � � -., / . -^' � � � ��� \ �'�� I � I EASEMENT t� C? � o �r � �-� � . ,��y �o �.0 �- � \ � 2s��-s S p6 . � 1 � t I ► VACATE� � s o PNASE lll RSB 6R��` o. _ � _ __�_;__._�� . _ �-- , /�� J ; �o�y� ��/ �� ; �\ �` /� �� �1;, � � SHARED i 1 � � 1N BOOK 629 ( � m � . � `---�.�,�_ � r�,T____.- '�0 r!C � � / � �sjQa � (�} PRIVATE� � AT PAGE 605 � � � 1 � / C� � � \ �` �� ` 10 __ � �" DRIVES i �'� m Z } � RECEPTIOPJ # 525665 L - - '1� ------ � Ro,s�d � � , 21 �e�� f � � .i^�, � �� \ 0.282 ACR� r.� � o I � 3• K � / �i �c<` \ � I -' 00 �, f �'or�hed O � 3 , ' ,,i� / \� `� t�` �''s \ � �^� � � ! 2675-Z i � � �m i � .�8 �--�_ � �_��,—� . � :. , � � . , � LOT 1 ?• . � _ o \ � � � o 0 �' � � C' N 'ZS� ~ ( � 2 ' � -- � �� �� \�� � \>`' / � � ^_ -L _ _ i � °_ � 1 0.339 ACRE r - - - -r — �, N ELEVATO1 O � t �� � / " V , / i9 \ O r � — '� � �- - - - - � TO? OF i � � / � � `� �` \\ O � �— — — — — � � — —, _ J � . �i'ss�'_ "`�� ' � �i � ' � � � SHARED E-- - --1 1 1 � � -, -' . , �oo• ��� � � � � A � . � � �� � PRIVATE � c-�2 _ � � 26�5-� 1 � o � -�„� 2 S{O�Y � � '� rn � � � �� ��'' \ �DRIVES �_t� _""_' C-4 -'~ ---.i,_C_5 � � i o o " � y �.�vHT�F, �F ' F��s�E i L 0 T 5 ' L4 T 4 � , - � � ° ` R;DGE = 78444' �� I �' � N' � CO � i � �� � C�1� '�— c_6„�j 1 r�y � ` `9 � �'0oD � � � ' 0.426 ACRE ti `� � � �' � ; � 0.593 ACRE . '' � ,, � . . c� � ��vnno� oF -� N � � � � � y �C�> �Q ( PARAPET = 7853 5J � � i �✓ '`��: 9g�o .� Gi'P BOARO / ?E%5-5 � = �� � / / � � 2675-� �\ �,� � G�a �, z / 1 � � � � G6 � m \ i � � � , �'�� � ��6 � � , �3�. � ` � /, ��1' / � � � `C' \ � i1' � � Z ( / � � � �' � � ' `� L _� � o m � . °' 2p � ' / . ' � ' �./ � --.-- E^5 -^'� ,c�n c:1 �' a� � PRIVATE ROAD AND UT1UT'� EASEtrtE��T i . B3• 9' � / ..� � cfi °` C�CfJ i�KUrl� �J� A�GC.�.i EASEldE"37'I � UNPLATTED �� � � � � � � � � G c.°n_ � f `�' "��. (BCOK 3�8 PAGc 7��) f . � (21 Q3-143-00-007) �- / >`�D `L� � � '_ � — . � % �r� � �3.'19' ti i5 00' �/ �� � 1 � _.__ � � O �j �' �"" ' .•� e p � /� �- --- �� � ' � � -' PRIVATE RGAD AND UTlLI;Y �F,SE��tEt�lT u 68 ��' 9 73.95' �� �'�=.' F '�' �"„� � 45.93' , � �30• , 7 �� � � � , � � , "!Ofi.92' � _ , „ 310.00 � a�uti�ir,u��� c�p & ��. ` 4��°° W . S 87'09 00 `N s/s" REBAR ��, �9 � � - ' � ' 2o.5s' � �.s ss2s ��.. �:a � ~�,� r � ,. '' � � � , * / TYPICAL � �y � � ` �� � ' ' � ,� ' 135.441zg a, FOUi�D � ' � a�u��ir�ur.i c,aP a� / � � 1 / � s� � i � ' 156.00 R�a�R `�`-�r` - / � � S �� 32 LS 16827 �\�'�.,` ��f EbGE QF 40' R 0 VJ. 1� 63� '00" W �, , LEGAL DESCRIPT�ON E � KltvNiKftvPtlCK ROAD /� � UfEADOW CREEK , `� �� ° � � LOT 5, PINECREEK AT VA1L, PHASE ifl, TOV'JN OF VAI�, EAGLE C�UNTY, COLORADC MEADOW CREEK ��r i FOUND CONDOMINIUMS ALUMIP�UM CAP &� CONDOMINIUMS � � , � � EBAR � PHASE 1 , PHASE II � / � ,sa27 � * * * * * * * * * * * * * * * * * * * * � � � � bI hereby certify that this improvement Locotion Certificate was prepared for Carl / COLUMB E � D Dietz and the Town of Voi(; that it is not a land survey plat or improvement l - N R `� survey plat; and that it is not to be re(ied upon for the estabiishment �f fence ' buiiding or other future improvement lines. / (� �. NOTES: I further cert3fy that the .improvements on the above described parcel, as of � �'��� October �0, 1995, except utiiity cannections, are entirely within the boundaries / 1. DATE OF SURVEY: JUN 1 �D ��� of the parcel, except as shown; that there are no encroachments upon the � ,� described premises by improvements on any adjoining premises, except as � 2. MONUMENTATiON AS NO indic�oted; and that there is no apparent evidence or sign of any easement � �s � crossing or burdening any part of said parcel, except as noted. / ' 3. BASlS OF BEARINGS FOR THIS SURVEY WAS �S �,� / N 67 25 59 W BETWEEN THE FOUND MONUMENTS S� � �� Based on FEMA mdpping (Community Panel Number 480054 OOQ1B dated May 1, 1985). _ AS SHOWN AND 1NDICATEQ BY *. � �� sub ject property is ioceted in Zone C. � SCALE : �� = 20' � 4. DEVELOPMENT STANDARDS ARE TO BE DETERM(NED FOR 7HE Note: �There was no final-titfe policy available for this survey, so :here may be ENTIRE PINECREEK DEVELOPMENT PER THE DRB APPROVAL OF 7.7.93. o� ,o� zc 40� easements or rights-of-wcty of record other than what is shown on this eertifieate. Not�ce, According to Colorado law, y�eu must commence ony legal action based 5. THE LOCATION OF THE 100 YEAR FLOOD PLAIN, . upon any detect m this certificate ,vithin three years ofter you first discover THE CENTERLiNE AND EpGE OF GORE CREEK AS ' such defect. In no event moy any actian based upon any defect in this � � Note: Elevations are based On atl elevation of 7823.9 fOr the �irTt of �he sewe certificate 6e commenced more thon ten years from ths date of certificatton HEREON SHOVYN, ARE AS SHOWN ON "TOPOGRAPHIC SURVEY, LEGEND manhole in the center of Parcel D as show�. shown hereon. PARCEL p, STEVENS SUBDMSfON, TOWN OF VAIL, EAGLE COUNTY, � COL4R/�DO" PREPARED BY EAGLE VALLEY SURVEYING, INC., AS Q 1NDICATES FflUND ALUM(NUM CAP & REBAR Notice: According to Cofor�do law, you mus� commence any legal action based upon � SIGNED AND DATED BY DANNIE CORCORAN, COLORADO P.L.S. 16827, ti9ARKED L; 16827 any defect in this certi�cote within three years after you first discover such � � � Starbuck Surveyors & Engineers NOVEMBER 22, 1989. n " defect. In no event may any action based upon any defect in this certificate t� ��� INDICATES FOUND OR SE7 ALUMINUM CAP & REBAR commenced more than ten years from the date of certi�cation shown hereon. P.�. aoX isa�•205 E Chambcrs �Qe, Eag2e, co 81631•(303)328-72D8 6. LOT 1, AS HEREON SHOWN, V'JAS PREVIOUSLY PLATTED AS MARKEQ "S"ARBUCK PE--LS 6826" ����unn►i���� PWECREEK AT VAlL, PHASE I. ' � � 1 �������� �EG���,!��i�y� IMPROVEMENT LOCATION CERTIFICATE Date: dcro.pER- lG�, /99s �+ vtcct,•cO G�. ��J, ,. � LOT 5 _„_,�,s..�nome�„_' �w 7. LOTS 2 & 3, AS HEREON SHOVYN, VVERE PREVIOUSLY PLATTED AS � Richard E. Borden, P�•b`:.��8�; �% PINECREEK AT V�IL, PHA,SE III ' = �';�� - TOj"PN OF �'AIL PINECREEK AT VAIL, PHASE (I. � _ _. - � � _� �� �,p���� - = EAGLE COUNTY, C�I,C}RADO 8. STREET AQQRESSES SHOWN ARE ON KINNIKINNICK ROAD. %°'• ' DRN. R H. C.`, ' Ct�D` P.�YcS'�93-056L5 " - ��sf�'•...�a�o-` . �� . ���i� �NAI Lp�" CHK. ����SHEET 1 OF 1 � , ���i��uinin►��"��'`,` DATE 1� ia 95 ___.__. J�fl I��0. 93--Q6B < , , � , , � �_ � _ � �, . � , . �. - , �__ _ � �- '+ � • � � �� � : , � ' ' t � � > _ � . • � � lG / � 'V ` � ��� � � ��` � � � �Vv ' � � - --�-- ��c O� ` � ;� �,� �i��M�/r .✓ ' � , , ,. � o� - - - - �� s �� �� ,/ � i ___ - l�b�a` � �� ��''t�a� � � i r � ' t � i , � � ,, � �.� � � , . � __ � � - �-�, o.. ---- -- -- - �nid a�i ��t , ��� --� 2 `�t r1 � � � � � /�v '--y-----_._ " ► ` � — � s,� ! 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' � � Town of Vail Commun0ty� , � � GENERAL NOTES � BUILDING DEPARTMENT INFORMATION . Development � 1. DO NOT SCALE DfAW1NGS Leflal Descripfton: Parcel D, Stevens Subdivision, Voii, �� � Bn� �� � W � H • Colorado p O o P � � __ 2. T h o r o u ghl y r ev(ev oil draw(n gs and informatlon �4�p�ro�!�d C! � - 'S l T'� ��'�N " contained herei� prfor to comm�ncement of Owner. Dietz,Inc. - ` � ►� � ��� °' �f-� � � � woric. Advise theOwner upon recognition of any p � � � '��"""� � � ` ' ( i , inconsistencies md/or inoccurocles and cywcit Conhactor. C.M. Dletz Constn�ction Management,P.O. � cloriflccrt(on prior b commencement of wo�tc. Booc 2072,Eogle.CO 81631. Vatidity of Rsrmit � 3. Ail trade Sub CorTraCtors sha11 thoroughly review Sec 303 (c) 19 U a C � � ' substrates�upon�vhfch worlc sttol�berperfo med AtcCo.8161�1�ei.(303)nqy2.5-7qpq ' Hymon, Apt. E Aspen.�anca or grantmg of a p�rmot or approvaf ot plans anc � � Advise the Ow�er upOn reCOgnition of� dny ' s.��cifications shail not be construed to be a permit for. or an � � corlditions which Nouid preclude wo�ic from being � S?�uctural Enqineer: Peightol, Guy Engineers, P O. $�Y"cova! of, any violation of any of the provisiDns o# this code occom lished vithout com romise. Awoit 1640 Bcuoti.CO 81621 tei.(3Q3)927-9510 :.�_ �f any other nrdinance ot ti�e �unsdicat�on. Th� issuance ot � P P . . n resolution Of such conditions prior to � u ��;rr��it based upon plans, spec�f�cations aad other data�s a�' � , I ,,n � 7 commencement, Commencement of work shali Constritction Type: V r. �revent the building officiai #rom thereafter requinng the � C7 �/ � Z �� I-�. ER�" �� lC� c, °s ction of errors �n ►d piat�s, specifications and othP � � � � � be taken as a�ceptance of ail substrotes, �,, � � Z � interfaces ond cmdltlons offecting the work to be Occupancy Classiftcetion: R•3 1''3 ' tn p� v� � �c� � �S '� performed. �nTF �� , � �1, a � Q� < (�<� � � ��� �2� � � 4. The dreawings;an� informatlon contoined herein BuUdin�Heighr 33' ' � � � v 1 -7�S-Z s,� ✓ � � are recognized as diagrammatic in nature ond � ` � � therefore are no intended to represent aii woric Number ot sforles: Two ��I c �,�'� �''''�';I if 1; � . � c � t _ �p Z'� '7.�(� s � and/or materiak necessory for a.completed `�`�� �� �� �`°�if���� I i � � Y � • . - - prod�ct. EQCh rrode subcontractor, however, G�oss Square Feef: 2,�6 N.�.F. shall be responsb�e for work� (and as��deflned , +485 S.F� Garage • �' � �r ,.� �. ' materials nece5a for a com teted roduct � �` ; ', , rr `` � ry P P `��wn of Va� , ' ��:.� , � � � regardless of whdher all efements of thot product � ,Occupant Loed: 8 , �°► "� �� ' ', " ore defined herEin. In the event of olternative 4 • ._ ,_, ,._ . F�� �� "� � �'1 R ��s'"` � f�� . � �o� , �s �� mean of cco Iishtn ti�e work, the trade sub ��� s a rm � \ 1 ` � � contractor st�ali tnve anticlpated the more cQSt�y ` � option 4nless stch altemative to be usec� is � = j spacificopy apprcved by the Ovuner, '_ `, - - , i ��r � , , � - ` � Y V r--..�a �� , � • ' ! -.« AI.. _..-•_•�._......�.. "Y _ - —_� �'ta....�,�,-, ��••v-"'='2 - - - -'¢ ....�� _.�... ,.a�t. . . . _ ,J..w , •--• :.� '" - - - --� " ' � � " ' ' `� �!��� ^---� �X�°_�x�/.4x�� - �°�I - :.�vN av= � ` � , , �a���..--��_z-,r��s�r 4 � . � __ .-r�v�' ==��x�r - 3�' ��� �� � , '�� / � . - � -� � . �, . .� , � __ . , � . ,.,- - . .�, t �.=�"'����p�� ��}-���FL/ 2 � "_' �K� �.,���' G( ��W�`T+ � \� °11 Vc�►��+--c',F!1�'"�7- � ?'' � +' <f/��l-yvJ /r � �"` : e � �q STRUCTURAL id4TES AND SPEClFICATIONS � a STRUC:?UR/�L�NbTES ANE? SP�CI�ICATlC�NS -� - %/�_y(w� �-.{+/' 'y� � �•� � � �° � _ 6' p � � � � r j !�.'V �� I'�� � T �� � l {�4� t !? �1 - � � j ,�'� +�/����� � � Z � '� �<.J '�' � i'x'k � ��� �/J� ' '`'� O' 'f� �JG�4.G. � r�' � 1. Uve lOOds Usod M OeSIQt1 6. WOOd ' � ° * �" � }� -.-7Y1° � ` . � 1.1 Flat Roof....... ................. 100PSF 6.1 Siq pic�tes and ofher wood instaqed a{�ainst �* ,��� , . . .�s #�t � , � :.� , , ' 12 �oping Roof............................. 80 PSF c.�cret�e�-zhalt be rvative treated or ot a �' � � - � "�q �" 4 � _ � ��1 ; � � , 'a � � 'i�*t S ° �;'r� ,��t /!/� L.l� , ,., T.3 F100�...........�........................... .. �lP$F 'Sp@C19 lB�iStMt f0 dBCUy. - � �; �P� � ���� � � �i^ ���z�' � � ��. �' ����G� �;;� '� � �� '£� � ,�-•�' ���G� �, j 1.4 iNind........................... .�.... ...... 30 PSF 6.2 Solid StoCk Beam� tq be Douglas� Flr LCrch � � � . ¢� =� �� �� �'► x. �� ¢ 4,► b ¢r �-�y�° � 1.5 Seismic Zone...............s............ 1 dense select atruCturo� ° - k . - :°` �';•� � °' 2�` ,�,�. - 782� � - 1 G.3 ParaNel veneer iCminoted JOistS, tieams and { „H ,< .� �' '�� """', ��� �{�`s ��� ���°�R, " 2 Soils and Founda�ion 1nve�sft9ation. posts shatl be as mcnufcCtured by Trus Joist � { , �¢' :f= ( ` ���E ���� r�`,� '�;� �,� I ,�".��` .l 21 Review ond consult witti the' Owner's Soils Corporat�n,Boise.ldcyho. lnstpikrtiort shc�l be � ': � �' _'' r�,. f: ���� '� � /. �g ` J Eineer• + � k tA �.3 . " � ';`�""'.' a r`'"°s. ` +"H z..,ti�..a � 1M � i#mui,e.�,= �,s-• g'"d��(, °r s l ng vs necessary: CTt/Thompson. Inc:. 234 In strlct compllance with the Monufvcturers , ��Y�. �� x��, ��� �,�� �� �.� �rf4,'„�� o ���z:���w _., , >��� � - �; ���-�f , � Center[�rive.Gler�wood Springs.C0�81601 tei.(303) reco�mendation dnd instn�cttons. � ;�'° `��'�@�. �. , � �'�' •; �-a�,.°�-`�� �'t'', - � `k'��"� _�..,, �' 1 � 945-2809. 6A Metal fram[nA conhectors shcti be- os ' � ''�'�'�'��"��'`� ."'��' �P_ �_-6�" i � 22 Comply with all requirements and recommenda- manutactured by the Simp�on Stron�-Tte � �� � , , ttons of the report. Company. Inc.,San Leondro CA. Instoilartlon � A � • c O � � 3���1��� b=i%." 8-i% i-2r ; ahoii be in st�ict campllance with the Z � � � � , � �� � ' � � �'r5 3. Concrete Manufacturers recommendations ond , ' , ����u �r/�r5 ����'¢ { - 3.� Design and Construction shall be in Instn�ctto�s. - ' � � � � ' accordcnce with the American Concrete 65 Studs at �il h�aders, beoma and �TY�/GAL �OGrr"/N�� ;, � - - - - 2 � Institute ButldinA Code CA.C.b 31&83) and concentroted toac�s shaA be Hem Flr stud , , ���=/�O�� \ 5•i2'�� sorv�zd�-Pi�KS ' (A.C.I 301-72) Specificcttions for StruCtural gtqde or STD 8c better Ove�8'-0". . 5-GN GoN�lMi�v7ON�"xZ4��x/p''�G� �k� I Concrete for Buildings. Ali conCrete shcan be 6.6 Sheath(ng ond dec�Cing sholl be os foliow� �� �- �f=���N� r+7 3• #5�n wA� �r�"�ti+,B�� � I � - stone aggregate concrete developing a • Floor decktng: 3/4" A.P.A. Sturd-i•Floor:• � "- " � f�4L�5 ONSOL./0 bEAleiNo. ' ^ , � - minimum of the foltowinA compressive 24' a.c.. 23/32; Exposure 1, t + g edges. ���s 6���+�yE tir�. G,�� � strengths at 28 days from placement: � Attach to traming with 8d naUs�6'o.c. a�t � ' " ► ' - - � '""� � o • FootinAs............. .... ..... ........ 3,500 P.S.I. panel edges ond 12" o.c. at intermedlate � * a�}���� � N ,.., ,.s", � ' :; �' ^ ' ln \ ' • Foun d a t ton Wa l ls........ . .. . . 3.5 0 Q P:S I, supports. 1nstC11 with long dimenslon �� � ;� , ' � • Interior Fiatwork...................... 3.500 P.S.I perpenciicula�to supports and continuous � � �'���� . � � ~ N�y� V k � ,,�r • \'/ � � W • , • EzFerior Fkatwork.. ......:........... 4,000 P.S.I. over two or more spans. Stagger �nd , ,.,� \\ � f :-� � " ; , � o ` 32 Seporote alt slab �o foundation ,waii Joints. GJue to froming occprdinA to APA - - ; intersections and all slab penetrdtions in SpeC�iCOtlons. ' � � - �`-`- � _ _ _ _ _ __ -__ _ ___ ___---�__ __ ; 0 X ' - �� . ` , J � � • Exterfor w411 sheothin 5/8" orlented To w, �-� � , °accordance with the soils report. g; Strond boa�d. Afitach to frdming w/8d ('!� � N � t�`-�.�g_`� �`� ,;, -.��-,p� � � 2/=2 3 r� 4. Reiniorciny Steel rtails_�6'o.c. at pCnei edges ond 12'a.c. • �� � i2�! . �"� 4,i2" q����,�-x�2''N��� ' 4' F � o o W f ��-f_�'� :_S��c=�� ' � � , ��y Pa� , ✓ ,w,� � ,SNr �'sT � � � o v � � _ 4.1 Design, detoiling fab�ic�tion and placement at �?ennedivte Supports. � , q5. �. p�f' <-�'i° , g5-5��f�arT-��N t�3 .�J � Q � � r o � Si -4'r Y/ Y = shall be in accordonce with ACI codes cand • Roof sheothing: 3/4' A.P.A. rated , � ,;' - 4� � J} y fs ,a„ ���,�r� , � _ ,� r -------- ---- -- - --- , � m a r l u a l s(A C i 3 1 8-8 3.3 1 5-7 4). s h e a t h i�g 2 4' 4.c. 4 8 j 2 4; e x p o s u t e 1. � 3.; ��� <�.�-° _ _ - ��-Tr� �` � + V N rn � Q � ' '� � ao 42 Reinforcem nt h II � � '�Y,�34V^ y�� :�,~ �Y N o ¢ e s a be new biliet steel Attcach to froming wi 8d npUs � b' o.C. c�t � �` �p i 2"8 � ' � c� W r� � Z - A S T.M. A615 /�rode 60. �ry n 1 I�' /� t^♦ rr� ,..{A 2 /� , � ; n ,: 4 ti� _ 7� d .^U+ �-, O o �o N o �M �+w 8 e�BS Q� �L �.Vr �1/11QIIIiQ�419 � , �, %��r � �W�9✓� � / �Di� s /'O " r� � ) ' D�b7 =D� ;� t� �, � J � � Y 4:3 R e i n f o r c e m e n t 1 n a l l w a i l s s h a l l b e c o n t i n u o u s s u p p o rt s. I n s t a l t w i t h l o n g d i m e n s i o n `,� ' ` u � �T,O.�. 9 5-3" ,� Y� a �i �. � ��,L g��''�' n ��� � O U M � T m W ��r��/G o.�, r���A�.E o�N. y�'-s/-.. s. ;� � ���°°`_" ;� T a �,, around comers or corner bars provided. perpendicular to supports and continuous + - �� � ' ? ; � d • T � --., ,.-< ��� �x , � - � � � _ �� � �� rL�7Nj� J`�??YQ�?'17'.�'D�_ �� _ ,��TG � '�.�. � i _1 V T o 0 -, _ 44 Lap pll spqces 36 be,r diometers. over two or more s pan3. Sta g ger end , ___ �_ �, � F � � �' Q � (� o o < W 4.5 Provide a min(mum of 2-#4 bars around alt joints. �oilow A.P.A. speCificcttons. ,� ; � � �' �� r� � +� � ^ �=�.�� �.•- � � ? ' '� � � � � . _ �g �nA�ez ��,sv.� � sr�rwc.�. � : ,�- �, nFn. ,,�` - �t �J > �o � o = � � openings, extend 2 -0' beyond openings. 6.7 ProVlde solld biocking under full orea of aU �,f-���� ��r�,,y��� ' � -� � ,�- ,�' ; �,�, � � ,� ��- �°',, ,� •` � � _ p = U Q W 4.6 Proyid co�crete' protection for posts mode up Of 2•2 x 4 and larger. , � r�� �v ,y ��n� �' � �;, � �� , � Q Z U Z w � rein1brq�ment as foilows: , _ , � �: �` �h- =��"�`"'=���°r °���;�:�� �' �'�' �,�' _°` ��- ' '� Q („) � � Concrete against earth....... . . ...................3' � /,�1 , �� ,� jb `�� � � a'' .'�+ �� � '� I � Cn � � a � ? �� Concrete placed in forms but exposed to � -� 3 q� �,��^� ,o� 7�'7'� ��j � '� ��;;� % , ��� � > C'3 Q a ° o ground or weatherC�5's or smolter)......1-1/2" � � ° � � � F�;��B�'-p�� ,�,�'+ , ' ~ ^ '� �;� ` � 0 W = � 4J Tack welding orwelding�of rebar shail not be \, 0 1� '� � � ��,�° � !p��. � '8_ �-�� � �+ ,i� �r � �?� Q m N �" � �r�' 4r p@mlitt2d. __ �r- � _ � � �%�/ �� ----- - ?��-£9%f}-u �' � �" � � � � t� Z Z o ,� , 8 Weided wlre fabric to be 6 x 6 WI.4 x WI. 4. � •�, ��� � a:o Pa�_89�o'� T,�,w. 9B=g�� ;�' 'r�� �` O � � -J w < o _ -r��L e�ann�ca.�is�t5 � � �,� ;�� �o �,,�f ���\ , � � � x Q � a � 5. Sf eel �_. ��P�'zA/'�1 J/�!� �'LAN, �1 _� ,Jr� r -* � �% �k � � W Z p . c Z < _ / 0 /� /, . 1 �`�' / � ' ����' �'/o�-9i ��, ,r �' ' C W w 51 All structural steel sholl conform to ASTM � :�¢'� ¢� N2 X�/D \ � ' j � ;%a �9� ' L �',` � ' �Ir � "' ^ ' W j m Q � u _ seriai desfgnation A 36. � �� O l,a� , / r o � - � < 5.2 C o l d-F o r m e d S t e e l Tu b i ng: � � G a ,' 1 'o ��P�� � r 3�-b3/�� � 3' ��2" ) �2�-o �r� Y'-� O � � F- Z Z � o - ��� �� � �' ,,, , � T. O.P. 89 � _ , „ ' ' Z mQ wW A N S I/A S T M A 5 0 0.Gra de B � , ,�� �l a �I�tfi�_ 3 � ° -3�P_ f`r_�- k ti � � �� � `�; T,o F 8-� o � � C n W � � m 5 3 Steel Pipe: ANSt/ASTM A53 TYPe E ���. . , ` ' ,` � P a� ,O�1�5 Q3��l u m - 7l` �%F r.a� B�q Ofl�i ,;�,�Y� �� T,D.W. %�%O%�' N _ W � = o � or S Grade B - '� -,, �- - � � �4.�'�" � ' f � W � C� � � � 5.4 Un�nished Boits and Nuts. . • �`` -- ' � ,';�� , � � II1 Q � �, _ ' , ANSt/ASTM A307,Grade A _ Z J y � ��ew sa'r"w �,rnv. 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A F F Above Flnished Aoor MIN NGNrmxn � � �,. /2- r k ��� ip n �_' �'� /D-- .�. 1 (�. «. i� Q AQJ Ad�ta� MFR N�CC�et A Op@Nf1g Md1'IC ` , 0 �'oo�rrv� o�sPT�5 �� �N1��c✓�T�O �N c�� • Ta���o� , ,-y k� ° � .. �;�_ :� � c � �' � � � AlT AlteRwte M.O Ma�ony OpeninQ ; - G@tifi�t Une /�'t�6�'J¢R� '!'� SdZ/O B�'A/2rltl6 f�5/`�/�SalLra � - ALUM Ahmirxrn N. Nbrth � n � _ � �cH. n�cnnecfcvan ►v.n. tuot Apdcae+s { ` _______: Property Une ' . - .R�'t�'T��Gt�'r"/N65 X��Y�`Ah AT G�'S�� °�'' � _ Fs� �f y�� ti � ,,�� � ; `.� �� v� /1r = 11PPROx. Apprax(mate N,�c. Not ir�cor,t�oct i . - ga wfi:c,..S �""I/ "FP',1T ��� ` 7,p \� n ��' � �w ` , � ao eoard wo.«# nwr„bet �f3.- Break L�e ' , ;�f''TNS pVff�Se�t.�C�,8..��4�4/N4 E�XlST��'1T'� ( ' �NG� vNC.����--''�, ���' � G���'� �� ' � E � �;� �� �. �G. eo�tt«n i o c� o�ntC�� � -_.,..- , Une�boye.69yond � ' �fl_/�D C�b� G.�� 77tAlV ��D !°�F.!!>yt!�1CIST-__._ � � � �'is�ivor�� � } % � �•, � 2 2 �� i V1 r� ": � N �\ �r� `r'v. 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Cmtr+uauspyl RAD Racius ° �' � �- �= ` " �,+ �" � ?� �'/�J � - /G�'-O � , � %' 1 Vr/ G�6(0 � d � > � � � � � Cpi Carpet R O ���ronp ."� ,��r�,, E(evctton Height,BtdA.S�4Ct..Wo�Sd�:t..Elev. , ' �'-6� � � a, ��� '�D / � rp�5� � '� � ��}�„ W � `�i � b . bN Down . � - E Easi RE.a REF. Referonce � ' � / � � C� y� � � � 3`!2�'�� 5T' /°/,F'E ' j � TD./°!C-�14�`�=� (cr� ` 3 `' Q �,9 ` � � , FA_ Eoch REQ Required � ' �' --J �8fidl ' . �.- ' � � � ��� + �A,�` /� 'Jy¢'`X5 �� i N ��� � � / �, �� � _ ' � '� 1 �l � � ,3 E i F S. Exteria anulofion RE�I. Re�ent `�"' , ` y , ` S. South � _ ` t� �`� �C/DA t�-j2��"'X/D� l //_8 tw /A-!c� �TP°!'1�J'�G1: � ^;� � 4 ,� �+� � a ,: O c ' , Et E�evanon s.F. sauare Foot ' �� + �' / � - i W , °"��'sv�e'T' ���� Wood Sh,dPcutitton or Concrete Sectbn I �°'���� , a � , Y� �°c�PA� � � �� � � 1 <. � v � \ �-at=- 9� - 0 � � � �F ti n ECEC. Electncc�l S.G. 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Routfn�pf a1t drairt.waste. vent dnd supplY MP��9 ' � � L-1 BR 2.3+4+Powder Bath r shoq!�Cc>rtceale�d`wlthlrt fhi�h8d wa#!s.floors�nd � � Lavatories , ' ceNi�Q� As prccticabt�, do�not`rcm any pipir�g ln I ` � �L•2 Master Bath Lovc�fories � . unhea�'gd spc�CeS flr IOCOtICns subjeCfi tC treeztng. ` � � ' , � ; . �4. A11 watar supPN�nes ahatt be�lopet�tbr contin�us - , . T 1 BR 2,3+4 Bcith , positiw drotnoge to vcives locoted adjocent to ' Tubs ' ' � � , the wtter heater tn the �aroge. Avok##woter�nes ; , �runnin� lowet than this elevatiOn and cs � i ; T-2 Master Bath • ' oppropriate,aAow for grt�vity dminoge at the fbcture ' i i Tub andJorhose b�IoCatlon when d�at�ag9 to thls low � � " ; � ' point i�not possibl9. , � � - ' i , PLUMBING FIXTURE SCHEDUL� ' R4�F DRANAGE NOTES AND SPECtflCATlONS � � ' � � � � , . , . , � � � Mvrk Fixture FitFings,Trim + Accessories 1. Roof dainage toyout p�shown on these dreawings /' ,� `. i `� � � W m - SH-1 Moster Bczth Shower r � � . i� .sch>motic and should be verified durin� ° � - _ �� �� � k ` /� � .� o Gonstnction. Re�ttew flno! lcyout,wtth the OwnGr � � � � Q M WC-1 Powder and Mosfer Both � • .'p�lor taCOmmeticement t�f wor�t. _ , � �� �� `� �� �J } ; x � i , ` ? J '� , Water Closet � } � � 2 Raof cralnage layout.�apdGNieS ond reavltar�t ' � � ! � ' o o W � - .sizes s6all be th� responsibtlity a! tt�e plumbtng � - ; � { � , � � O = r ` ' ' . ° tr��ie �ontracta;. Dasigrt shd1t Ccimpiy with oll ; _ �--���_-� i ; � � f'f1�__ __ � a � � • � o � 5-1 Kitchen Sink ' � , � , � ` o '� .- , applttaale ��odes. ,�egutattans ond the � ♦ � i _ /��1►, �i�r-t�i�2 , �n L-1 �R 2,3+4+Powder Bctth ° � R � � � N � ° i�COt�ii�d,Otlt�n5 Ot th�'S��et e 1�t9tb! 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O � w s � a . � "` i .� ' ° ' - � � % � / � ��}�.. ri / \\ � �/ � � � � � � --� � � � ;, � 4CLx[!`�2 r � ` � a Q Q p -� ., � __ „ - _ DOORS AW WlNd4W5 Mt!'f�S AND SDEqFICAT�ON5 r } �� �\ O � , -=.a =-_-_ ; � a � : , _� �'oU6H O�°�iV/N�� _ _ _ M Wt70U QO�t2S - � � - � �?_/__11F � \ i � � � -�'Q�.°.�F�-� � �� a � W � ui �,g � f�A . A 30G B �.t,4t� �4AZC�0__ __ �_�__ � � _.__ _- _-- !2�� vY ' �v�.B�Z�!*- i. FrsCk�qed wo4d d,00� ossembtles for�e�cter�br �� ll,R�5ri8�� F i � .D �� �� � ' ' �f_�,�`f�tLB�;���.�._ � o Z � ? g � �- � , . � d�ars �o Cie SernCO b-B , clod t�eriftlge� btue. , _ � � � � ' 1 � N J � g ;��A�_ J w Gc g?.�8-2 ---��_ _ =_-�;=-��5���tx''-�,C����N . , Smortfi hiflh-pertormance vrgon-�ilted insulating _� �'�'� � _ ___ �.;.�:�. �'�_� _�_ __ � �������'�.�� ` ! W Z p 0 z � � o�ass, � � ; W � m � � � e �'�-��• , 2. Interlordoor�?o be flush soRd Core t�ord�oard face ' �'`��`-�-���-`� W Z Q � � ��"y! : � �'.1��1.�G� _ ' __` _ _ : -=- S�'G�'W X�.-�'��`__. with p�ted flnish. '_ -�L. 97�/�r � � f-- �' - z � fl .. ;�•�,� ��_,{� sr�c��u.000as - { U cn � O � � � �it-��- � _ - -����C� t�i��c�v l�r'c-�r�r _ f''� I �y . . , - 1. Showe� door ta b�, ciea� lominated safety or ° . , ; � -�- tempeed�plass in polished aluminum frome. r � __ W 0 W � = o � �F�4fZ�`f��"T'�ht - � • "' • 2 Ov�fi�dgamgB docxs to be 7° 18°and 9°smooth � � � � � � � �`� : _ __ �F_ _�64__ �_-- -_ w-_:_.��. _M �� _ _._.____ .. _ -e�,�}��'i�.G°���__ flNshh v�od wlt� �nsulatin� rtUid focm core CRaynor �{9 :__ � z�c 3(o?���ryrt���_��_ __ e�.._._ _ _ _�Qr��`��.��1.��t#_ Reqency a eqtrtvdteM). 1/2 h.p. et�Ctdc opercrtor j � CWj Q w < W �t?1r�/'11_IlG /�'o aNL � �____ .. with 1wo conna�ts: ° + � . , . woo� w�uoows ' �1..0_ �2 Th �L�� V�4 Tl v�/ � Q z � g � ��' � f 1 G�`��4-�2 1 M��t r 1 1�1.��t fi��G G?t�'1 4 ��-_ .� __ ._ (v�D.%�'r 1,t! � 4'-0� t l. '�. Aw�tn y-t y pg. Casement-t y p e an d f i x e d•�t a s s a- O windoas ta b�► �� SmartR htgtrpertomnance ► U ��Y'!NG t�P_���.�__ __� � • araon-nted tnsulc,ttr►4 gl�ss.- , � � ._ _ - A�����7��-�- ��.:_---- =-- ----=- -� _ ____ ___.__-=-'�_yY_X_4��4?�.�. HARDW�IfF . o� ' � ;, 1. With tte exceptton of the �co doors, ca11 , ��-*_ _C.�'a��G��--=__- -_ :- --� w= -. �..�`_ ;� _�_����x �_�.�'�'tl_�._ � ht�rdwcte to be selected by C7wt�er. �,�, z � O ��� : ---c��'-�$'1.e��zx��.+lrt_ .... _�_ : . _�.._.._...._.�..__e_ , :��?�'�r�...�'2=flidr W�- ..- _ 2. 8utts tabeStcnley or Lawrence, rodfus comers� 1- U " �..�. ._ � . .CG��a?',�_ f�J,S�M�_ _ _w - -- ' -�_�._V.� f__ ___�= ' _1tr�'X�.2.�7'� __ , 1/2 pr.per G=8' doar9. ^`� � ; �������..�vv�____ 3. Passog� and p�lva�cy sets to be Schloge 'A' se�es. ' , Z �i Orbit. , _ ' �-:.-- �-� AG �8'La-// e _ _ __ - _ `-=--_�� -yi� f- � �-- , ' , ` �' _ � � ��°� , 0 ^ # '��� � � 5. Exte�ria d��~ afe to be as supptled on _ _ ��a�t ;��O �_-Ac �!-?O-/f ��_ __ . __ _ - _�-_�� _�� _ __�`�P�"_ri!X �=���:..� _� • Semco�o��1ts at e�try,patio a�d decks. � � . ,. ' � b. AIt exte�doors/doo�9 to Dcnoges to hove Pemko , ; _�YU��T ; o � 1������_�l �..__ __. __ sJ�s ondwhlfe 6�-!on w8athe r a t t i pt�r�A, , . � °' 1' �: p1 - � 2�8 -- - ` � _ �=(o%l�W X !04'B%y°tf NNISHES IV4TES AND SP�CIFI�ATIGNS ' � , � .._ --,�4%#D�=.�2-��t��VG��- __ � _ _ _ �=��W X ,,,fl�''�N - GYPSUM VVALI.�OAt2D � • � f �� _ � ; i. Ab waA9dnd CeUtn�s Shaq be �/2'gyp. board ` ' ` „ - , P , � � • �r flnl5hedww(thh Sli�ht#exture. ' ; � � �� . � � cc 24�6 2 , _ __ �t D�'W �f �O� �+ � -2. 1 hour fle rat�d woMs ta be shaafihed with 5J'8'type � cn -�r�:�_ � ..._.GG 7,�4�-2_�t�__ _ _.� ° ,� �- . �-a� N/ X �4-,�}�''t! X' gyps�m"boord. 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Ve�rty requirements for br.�d tu requir@d sprovide `� ��'`t��'o�=-°; :- " ���- �„ • � � ' , 5 . - � N ao GFG receptbcies. � � .V1�o11Sconce - , � 8. Sw+tche3 ari�i rsceptacte5 and devlce cover `°�_� � � T�� + - t �! - (j� � � ptotes to be Leviton Decoro white. Comm��cidl , � ; ,r ' ' � �� t"�/Tl�f'C'E � ch Specif'�cation Grocie. . . � ..__ , __.�. .., �.�.,.��..a ,_ __a_.� �..w._�_�,_ . � �' 0 M 9 Switct�e� to be Ca3a�09 No. 5601-W. 5602-W.5603- `� _ _ _ � x w. 5604-w or other 5600 series Switches as `' -— — - - - - - -- - - - - -- - - - - - � -- -��---=_ - - - - - - - - -�- J � approprtote. Cofiealoq Na. 1a252.I63.52 e . ( '� �� � �� �,yp �� � i � °o v° _ � - 1Q Receptocles tO be Duptex, or 6�9&W tor GFCt. 22a250v r�ceptactes need not ' � � Y ��� N � � a Q �, ^ o i ; rnotch Lewton Decoro Seri�s. � \ . � ' � � co cv 11. DeviCe Cover Ptotes to be CatQbg NO. 80�T-W, � \ � i � � Q � °' o � - 80409-W. 8�41 l•W, 804i2 tor other opprpprtote � i I � -� c:� o = LL 1 � , � o o � � o n u m b e r f o r g t�n 9 e d s w i t f h b a n k S g r e o t e f t t�p n � � a y tour.) � ; , � \ 2' I { O U ~ � ' '" 12. D'+mmer (rheottotec� swit�hes to be, LevitOn , � � • ' --� T V t° _ ° De COro N p.6606-W c�d 4b07-W. ' � , � � i �' - T � U I f � � L1' Q c�o W a� � W 13. 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