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O er. � � � �"° � `J�A O�/���r'�crj Ca� _—%- — -_ i" i / '/ � i j'f^ � ��VJr".LL. .� p D _�'� � i '�— PLA N i_�/'a�N� �-� � .___....�.v�� ,c ,ens,.. � '( �—. � ' P�,TI Ca �� 6 � _� �� �'�Y'�OV� F%�'���tfr'.� 7�C'-kS ,%'� � �, �/�r'/ � - �� 6'� � �r.� /� � � N�S�'�� WfELt- � PF,TtO...� , , i j�' �' � - o- �---1� �� � �%� � � � /a I SITE P�AN � � � ,'�� � � E � -- - - --- - r�- (�j�'' - ` AZ FLOOR PL.At�1s k'S` �(1f�r� , �� �°" �„ �� w � A:��r;�orJ -rv g`�;;c.��r�s� � � � n -o '2-V`6� nr�a A3 FL00�� PlJa;JS t-OR. AD��-�IOtJ� � �,�3 � �X I�T�N G GA�r,hG� W�7}} ��(�v�l Ra�;- dEG< . N 6 _ZpQ �_r�,, J 3�.. � ,�EM�O�!E EXI�71NG DCGK /��- �L.EV��(�NS _ �- � � � /� \ t�-"U1 ,� �1E:5— NL-��v bE�fc _ � � <� � � �' ' ; �� GOPi+� W!T{-r (��W PdO�TH O i ����a � � GX��`�NG z�VA�,q 2c5�D�fG` ' � � C'�c-K `�' � � , \ , - �as rn,=_T�,��� � , N � �a . � -- � - - -- - - � � , ,�- �� �� AD�IT1o;�; �� '' ; f 0 , `�" � � �x15TiN� �T�-;fZOO/��.� � , I � � � SiTE PLAN NOTES �� � � � / � ' Site informavon obtained from a topograph�c survey provided by. � � � � / �' \ �` — -- ---- ;j- Leland Lechner dated 7/6/98 �'' s �f__ __ _ _ �/ � _ ' U1 * Site descnpUon Lot 4 Block 3 Vaii Valiey First Filing, Town of Vail, -� '�� � � � �v � � County of Eagie, Colorado _� `I -� _ i� ��4� o � G����� y�� � � 1337 Va�l Valley Drive. " � - � w Gv`r �f`;%{� �cc� o�;�,=�,� O , � Site mformaUOn• _ ��� p � n !���� "t"'D 1N G'<'._;A� _ , - I --�.�_:; ��'LC.�=� � � �� Lot area 24192 q.ft _ 1020% �' �,�`,�' (tG� �� � Nc� o Allowable lot coverage 3800 sq t ` �--0�7J �Xl�,.,';"ItJ,G �.V�t�s �.��lD�?�l:� � Actual lot coverac�e � v�,. I (n ' Existing res�dences & garages = - y� _ 3481.35 sq ft �..:�,-� �1� Roof overhang beyond 4'-0" _ 154.64 sq.ft ��W Proposed additions �g4 sq ft ` �� � Total = 3799 99 sq.ft e�.� O � Stake-out of buifding on the site to be by the contractor Obtain ArchiL�ct approval of st�ke-out �;� O * `� � I Prov�de improvement survey if required by local authonty. * Provide pos�t�v� dra�nage of water away from bwld�ng to dotivnhill area or s�te �� o t....�:-°.W�� Confine construction to building and ad�acent areas. P�otect areas of s�te beyon�� construction � ' ^ r * activrty. Do not disturb ex�sUng trees to be reta�ned, or vegetated arnas of �rte If necer.s�ry or rf ��";;� O w re uired by local authonty, erect a temporary construction fence to pr=�tect �fr �s of s;te that �re not ��� �(� �X�STING G,4R,�6� � 4 - � to be d�sturbed. Conf�ne debris and keep srte clean. � �,� � ' Connect additions to existing utility I�nes. �`%'"`'�: � � ¢ exisUng contours -� ` V finished co�tours �F� � ' �,1 c,�� � I •t �' t!t y ±` 1 Ill � � �� E a ��� � � 4� � � � � � �� Q J - , � � � � _ .� , � LnT 4 13l�nCK 3 \�qIL V�LI.Eti' I ST, FILING �' _ ��� � � � �,. �,�. . r ! I � � .� r � � �� � ; � � � . 2046� ,2" � � � p - � p - 3 C..� � � L� 157.�5� I , �'� ' ry� VA1L V/�LLEY ORIW�. � ��/�_ '�J .�Cfl�.UF.�BEfi V ' �` .97�� %= DATE r�y 7"�� �._7 � � ' - � cS1��T�'�Pl_/�n1 I / CRALlN NOATH � ..��v � c}+ecxeo SCALE !/ / // . � -- �0_D , • O'i�P1 IO��D L.����i� AE�ISrCtJS DATE DRAVlN T01�1li� OF !lAfL � Pl�i�i�lli�l!(a Ai�ID �- ���lI�O�l6�E�ITAL CO��I�iISSt�i� �a�E: � g��� -� � n '. �Va���R:���,./ ., ' TOWN OF VAIL j; DESIGN REVIEW � � S��"� ���� ���_ ,�i or' STAFFAPPROVAL _ �' � DATE:-_ �"lo--`� Copynght � AII nghls reserved � /�f�� / Theso dasigns are not to be used or STAFF: � ' r� � reproduced wholly or in part without wrutan permission af Rh1A Do not scaln thn drawmgs Vanly all dirocr�swns on srto , Th��drawinqs are not to ba uaod(or � � � - consttu��ion unul they aro �riU�leci , ' ' ' , as c he�keci by R�fA l / ��A \i � � -�' �4-��� I -�----._...__._.�_- ___ _ - - �✓ _ ___ ' _ - - 5¢��� -- ,l!- ' � � � � RAIITOPd•McEVOY � ( E A R C fl I T E C T S , — -- - ----- -- - -- - —�- � _ �_��_�_�_� _�� �_�_�. � � � _� �� --� ,- - -- - _ �___- -_- _._.. - .._... I _,._.._� ___ -___ ___ _ -- �--- --- — - --� PPDJECT CONCEPiS•ftE51DENCES ' I � RES(ORAiION•COf1F0(lA(E DESIG�� �T� � � I � B�'D RM� �..>�'D T�2M B�D �Y� � { /v(EGfE ��G�t UP��F'°(. �P�T�4 �'�,l� �� �.'M , , -D a � 954 Fearl St,Dou�der,CO 80302 (303)443 4353•FAX 443 5535 __ ` � �,r.,� � � N I� � I , (0)9a9 5595n•FAXr9a9811315 P��� j N� . � `1� � _ --- --- �N,�, GL.� ---- �-- I __-i � ' N , � i � i � ' �oY� �°�p ' � I ; � ; �f��� ' � �AT}-4 f�,/� ' � ' CGF'.,�'.�ADR ��P l�.'J1�1 ` i � 'U r1 COf2�1 f�F�. I �Y _____.___ - _l--._--__�,_�_�.________..�._._ _._.._ , _.�.a_.._��_._ --- -- -- - ----�j' � �� �.�.��____.�_ --______ - - - - ,�- . ' I i � � � � � . ' � ' � .. + � . � � , . � . � " � -}-- ____. _-__- - ---__. -- - - - -- --- ---- - -- -- -- -- � � - ____. _.��_ � � � � + � ( � 1 ' . � . I I � � I � I � . � I . � � . � I f I � I �. I I . I , � I i , ( � ___.__ __ _____ _____.__ _ ____ ____� � � _____� _____�. �- _ � � �� SECOi�D FLOOR 1�� = ��-d��! 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' �R _ CI ICCKED $CALE '�l _ �!_Of1 T ' ' FlEVISIOtIS DATE OflAYAI �����V�� �� ��� ����� �� 1�/4�1,. _ , �������� ��� _ ' Ei�l��I6�OS�l��i�l�'AL CC��,��i�SI�I� ����. � 8-�0—��' -�� �� �t�f�o�1�R: �J ' C� " . � ' TOWN OF VAIL �� � DESIGN REVIEW `�' ' STAFF APPROVAL �o�y�,fl�,► o a�� ��fl�,�s �os���o� Thoso dosipns aro nol lo�u usud ot reproducod wliolly or In p�rt�vilhoul Cj� 'Q G��7r writton pormission ol f"1A � DATE: �� ' �b Do not scalo Ihe dra�virt,�s Vuiity all din�unsions on Sno . � STAFF: `-'� const u Ilaneuntil thoy are Inil alud . as cliockud by ll6fA, t° � � °.., _ GoL� GaUiZS� O `�g o o ��.w�� �� , , „ � O Iz'' p�N� � ; �3 �� �� ToP ��Ik za Z � N .� � � �Z:' p i N� /- ��I l� �' O o - 0 C �7�°`^�� � �. ) -j"o P B,otJ k .-1- g Z'3 z'9.� � G �. Cn. ' LS I�lo9 � ���� - _� _ S � O �� � x "�1� S��ASP� � O ��.��""! IY ��- 1 z%' A.s P�r� � ,z�.3 � �o��sp�� � � _ / IZ' pl��. WooD R�TA.IF�Ih�G `/Jb.I-L- �\� � �_.. -r ,��� pl�ai�� �o�c .Jp a ' SQ 2 - — ,-�- I z" P.S p� � � ��'-k i � '' � .N Q � � �� g ____--'---, ?�� �C�',��-"" �V��►� t � .� 'N o � b_�`- � ��°t�-' � '� ,� gz.�tn.`I � °�� ' , �C:�``C'`a�Jl� `�� ..3I•4 � cri� � -d-1 1 � � �sT" ��� ,a �' , � �� ,, .� ���,� S'� I�" t�si'� 1Z•'-' oU�R1�aF.lG � ``�-r...____,_. ''� q- �"\"�, , � � ' ' I �� � , �.p'y� � o� 1�o�T5 � 3 3� U N �� � ��" � �� �-- 0 �y � "� - � , s� z LoT� s _ 12-•° -�'3 �i .�1 �� � � _----�_` � , � Ga1ZAG� � _ -_ GAS M�'T'E�.� - t.S .�-__"`"_ I' o. � I,7�� I Z' PosT � ' � � _��-- � -d- .�- -� � � � � - � ° TOPOGRAPHIC SUIZV�� � ,� - � � � � 3� � ;� � i i s.1 N ,� � , ��. ►' � Unit 2 Hue Condominiums (Part of G.c.E. adjacent to Unit 2 ) � I ' 1 �1 �oo� Lla� � Ea le Count Colorado � '� �� 2�•� � � -__ �___�..�I� �N �� I � � g Y 6� o + °'O 1_ - �- �73 � � �"I ,��i � _�__- a � -� I certify that this topographic survey was dFrivFd f�•�ni a field survey under my direct tt� .�- `-°—'`-' . ----�f y� x�x '� :';�a �-��- 0 D su ervision and that it is an accurate represeritatioii of the topo�ap �antj,,building _ ,. � �tr "�° �. � p 3� Z �t;,�.�'". ��i � F q��tv �.,..��..,..�-.,,„....� . y 1 � .... / , � ��`�4�� � _� -� locations on this date. :'` �2�� 'E�jSTF�''',, �O�� •4� � 7, �� % � �� �—�' � , v p•O _....�'��e'''�---=�_=_ � ` _--_- , , ��.� S �7- ��.- 93 � _ � �-y''�I - _ 1 -�- �q__ _ - � D�te: Leland Lechne��.I,S 2��0 6 �� _ � 2.5 �' _ �_ ":�.��'f,J;. ,;�:cJ ' ' ` � . �i �•I�'e.��•..•'� :�,�_ ♦ +3°�.z, -r 1 G G.� Notes: �����%`'����L��IF„�'�>>`� � � � 1) The elevations are based on the f�rst floor of Unit 1 havin� an elevation of 8236.9 as p � � I shown on the recorded condominium map. ', ° _ _o � � �Z o nl � L�T �j 2) Building locations shown aze based on the recorded condominium map. L T 3 4 �,b.��.p � _ � b�ziv�wa,� � o-�"��� °'G•�' 3) The contour inferval is 2 feet. , � � ; _--__-- 4) Only platted easem�nts are shown. A title report was not availabie_for review at the Q _ �/ ToTA L. AR�•4� � la- � time of this survey. � � � , 5} Address : 1337 Vail Va ley Drrve � � ' 1� Note Accordmg to Colorado law,you must commence any legal action ba�d nFon any defect on th�s certificate w�thm three yean � . �0.3� _ �� after you first d�scover surh defect In no event may any act�on based upon any defect�n thza ceRificate be commenced more than ten � k � years from the date of cert�fication shown hereon � 9°-� - Leland Lechner PLS,30946 County Rd 356 Buena V�sta,Co 81211 (719)395-916p � � � � �D `� ` �� 2 n �;. 3 �� � �5 � �- �5 ' YOWN OF VAI� � . ,� DE FF APPROVAL � �� b�.\�/ � STA � � `�--"'� ���-- � DATE: �'�0 � 5 �� � � STAFF: � ��\L . - �PP�ovEO B� -r�4E , .�;��� pF �JAII. .. ��`����� p;l�MtSS10� ���1RO`������'�l- C o s (o' � pATE � - �g���g'-°-°g°��`°��,�--�--� �J--� t��_ �o � _�.u,�-y _ ` ���� ��i�1'�'�.�:�.---°` f e t - � , �� i � , , " �,_ �j � . - i . , _ r . ` �� � . , � � . ~ . � RAILTON•McEVOY . � ' , A R C il I T E C T S � PROJECi CONCEPiS•RESIOENCfS RESTOMTION•COIlPOf1AiE bESIGN �/AlL G�LF COUI�SE ' � . • 954 Pearl 5t,Boulder,CO 80302 i P 038 x 430 Awn,Co oraAo�657 � - t W i (303)949-5595•FAX 949•1315 �6g'�� �" , � � 73°21� 1°1'� � � . . � �- � O . � � I2�� �IN� S�we/L (� 7oow �-4�\ m� m.r+. `� ' vAC►N�-rY Map - P�rr� caP �.s I4 i oy rn ` ---- -- - -- .r ° u � i , ���� � _ ; . b NTPGE � S�W ER M.44. _ C�j Z 3 O .�---- -�""_ � , F � ---- -�_ � S� F�� GOJR'SE �-N�sE � � - --'- ` �' � ` G� � �- �.G � c, � �I �lAJ� ' �!���" � � � � � � �3�_orr �i pll 3i_6ti� � ��1_61i _- 14�_0ll � . � f I z W / � �"�y � _ � ' DIJ RO)C --�--- � .E.'�'ht�W C' o� C VH��Ey �i � = � � vN� 9�' �/33 ZEVaDA DUPtE}C ' ' �� --�-�'- �_ � �5��fl5P�1� �r �E P1�L ST�tICR ��'Zu�A�N _ - _ � � �.. Lr` a � nno V� C? asP�N . _� '� V" Q � ��- p ia �ts � �'� � 1� ��' IZ�j��t��N I p \ -- _ +� r , � i � ` � � � ,. �-�=- � � O 10 20 30 � 32 / �ROO� OY�RH�NG .Q�I2�� f IN� � � _-_ - ----- - i �. r"- �____,__��- 3if.��__-_-__�.____.__._�__`_ /�,i, �/, �N�W STON� o e � O I �_ _ � � � �wau.. ov��2H�N G = �� ._._ '' 1 � p,�n o ' � � � b �—r - � � ° s �4 PLA N L F_�"�N D � � � ; � �. ' , �'LJ�Nrt� � e E� � __ � � Q I � � 5 �� - ---- ----------- �`__-^ c�� A I S I TE PlA(�l � � - qZ FLOOR P�.ANS (AS 6U11-T� U � > 3�C �MoV� �x►�r'I�t� .D�'7� � ` o ; K�w �5 ' ' t I N�.W STU�lE W�Lt� � �',4Tio A�r�r('�oN -ro �roizoc�vls � � a N �/ 2-6� �rNS � A3 FLOOR plANS FOR ADD�TIONS O W ��CIST��l G G�h�Pr46� W f7}� N�W R�� DECK u � �6, � 1ZEMOVE CXISTIN G DEGK 6—z � f�� . - I, . A4 �t-EVATroNS � � � \ . _ � � , �--C� � i��f�5- FICW bEcK M ' �.�..1 � � , � 3 , �o r a T� w�-�-r N c w n�o r�r�+ o � i GX��rirvG z�va��a �ES�D'�IGE � �� � �" � � \ , A � f AS M�T F�`� d�- � Abt�IT(oN TO - -- - ------ --_ _ �. � M y � `•J �% � �x�5TIN6 B�t{-t�ooM. � � � �� S{TE PLAN NOTES O Q (� , , I �4 � Site information obtained from a topographic survey p�ovided by: � � / . ------ Leland Lechner dated 7/6/98 � T �� � . � • Site descripUon Lot 4 Block 3 Vail Valley First Filing, Town of Vail, � , " " ` I � County of Eagle, Colorado. -� 1337 Vail Valley Drive. o�i � N�W o.H GRRl�G� �oorz � � �/ - �: � GvT $�k tZoo� ov��d�tG 4 � , * Site information: _ ` � rr1 To (�-,�,�' �i-O 1A!�AS� , � Lot area 20961 sq.ft _ 100 0% � � I H`EfGi-{'T CL�tfiL�hlG� � 4192 sq.ft _ 20/o y � o A1lowable lot coverage LOT 3 , ' i EXlS`C'II�tG 'EV�41�5 7�S1t��c�E � , Actual lot coverage 3800 sq.ft - � * , � � • - tl � Existing residences & ga�ages - 3481.35 sq.ft � � _ � Proposed additions _ 154.64 sq.ft T � � ( _ 164 sq.ft Roof overhang beyond 4'-0" " 3�gg,99 sq.ft � - O , Total � , «�„ � , " ' . � Stake-out of building on the site to be by the contractor. Obtain Architect approval of stake-out. " � o . � Provide improvement survey if required by local autho�ity. Q � I ' _ _ _ Provide pos�tive drainage of water away from budding to downhill area of site. o _ . �,,, ' Confine construction to budd�ng and adjacent areas. Protect areas of site beyond construction 6� � � activity. Do not dist�rb existing trees to be retained, or vegetated areas of site. If necessary or �f � w � required by local authority erect a temporary construction fence to protect areas of site that are not � E�CIS-I"1NG G/�RAG� � to be disturbed. Confine debris and keep site clean. , W � �' Connect additions to existing utility lines. ' �„ , � U ex�sting contours z W � �l - finished contours � v f u - _ � � a� � � � � _ �j ' � � , � � U�1 � _ , � - - - _� � � � - Q - - r � Date Rec�i�eC� � j . � QY �; - Q LnT 4, 13l�OCK 3 1//�IL V,qLLEY IST, FILING. �'� AU6 �4�,1998 � ' �. � � +� � }. , =..-__ _ � �� ,� � J �i � � . '� ' Q _.32° 46� �z ' �' I � r � A . � L� 15'1.05 N . � � VAL VaLLEY DRIV�. �e�,�eER � � �: '���•5g .37a6 D�tE . 7'��a ".g 8 � . � o wr+a+a nn S/T� /'�.AtiJ :,., p DMWN NOflM , , J2 CHECKED �'� � �� SCALE /'( � /Q! �// ' AEY�SIONS DATE ORAWN � � `�i�Wr� Of � � . . ���" � > ���' �' :� � ,�(a�� �- � �, ,� - .. ���� 0F CO��'�q ; . Rr 5 g �$ oo - � - �o � - - - - � � RAiLTQ � � � N �� ��ITE � PLAN �f�= ��'-�" � , . � � � ��� � � � ����� �� � j i� /°p��+ '``��� Copy�lphl 0 A!1 �iqhts reserveC �J�D P1 D c� These designs are not lo be used or rv�� reproducud wholly or In part w�thout R "'�-��-_�--- written permisston ot RMA * ' � Oo nol scate Ihe drawings. Verlly all '�� ��;'r dlmensione on aite ' �M; �X cona�ucflonsunlll thay are Inll aleJ s.a� - as chocked by RMA. A, ^_ , ' �� � �� � ' _ �_�_ -_-`'^���. �.._�..- —__._.__. �... y� � _ � " — . - � ' ` ,I " _ � � + � � ` � I ��'�I � } ' -�_ ...�...__._�___.__��___._�_. _______.�_��____ _ __ ___..____�_.�r�_.�__..____ ___�� __ __�_______ __T_________ _____ _.�.. _5¢'g_ _.____...�__ v..__________�_._ _.._�.....�__. _._._ - � , , ' AAiI.TON�McEUOY _ , ' A R C 11 I T E C T S _ C � � I � , � --. ____ _ i , � PROJECT CONCEPiS•RESIDENCES � REStORAiION•CORPORATE OESIGN ' - ,r �TH f� , - , �� j"'�. �j�'� �/`/� B� .� 954 Pead St,Bouldet,CO 80302 _ M,EGf�t ��G�FvNpR..Y, �P�Tft RM, , '�D �M 1 + (303)443-4353•fAX 443 5535 ' � � N ` _ P 0 Box A30 Avon,Colorado 81651 P�� �� � N . �v i � (303)949 5595•FAX 9 9 13 � V��I• GL. N � � � �Y� vP - - GRT}-E RM� � COR�I.U�Ei B�D 12JV� pN, COR�'.l I�JZ. � , . ---- - -- -- -- - - -�----- -� - - ---- - - _I . � - � � • _ ' Q 3 • + �i • w s . � . � y �, • �� - � , � � ^ � � . - � � + . � -� � � � � , J , . - , � � � � . a � � � , , > . 1 ► . � . � , . _ I , Q � I ( . � > � I � I , . f . �. I t � � f . � � , , _ � � c� _ � - � �. r- , � �. �SECOND -FLOOR� �►� — S!o�� � _. _�FIRST. FLOOR,� ��� _���« � � Z Y > _r ' - - - ` , � O � _ �� , — �� t , ' . " 4 , k H ` zq—,ti - � , � _ �_ _ � ' , -I" � , � r¢B� � ; � _ , _...__ ___ __ -__--- --------- --------- ---- --- - - -- - � i ' - � � � - � . . W � - - . J G��� K�-��� UIhJ1NG �,�. _ a � r i0 - � ` � , � � , ' N j . � � N ' f /^ —t F ' a -- , L�U�N� 2,vt _ b�ctt ; � o�� rto ' �w Q r -- - - } DN , ; ' � ' ' � _ - , � : W � � � N ; ; - �X�S777� �f�Tl�S ��ID�.NGC - � JOB NWABER ( ' ' 98CX ' �vuE i, i988 DMWNUl�TInE ' - " . F�-oD�. P�.AN5 oA,,,� �,�,,, . � . �� �, � ����o ,. . . � JfZ ' �;;E_ 8, o„ NEV�S�ONS DAiE DMWN . �'�ClSTING �VAfit�S �i�'� _ �S �3VIG`� ��,. �IVS o� 3 �R��'. (..�-VEI.�. _ � � , . � � - , , � � . - - - _ ,�°�CO`O �� . __ . ��`�°a`� `9�' � C--� �' ��� �I� �g � � ' _THIRD. FLOOR � � ,<< = ��o�, - r .��a���� � t � � . F �,�Fp_.� ��:�i��m�� � �� � � '`� n f—'����q.,.�.F-.� U`� � 6 � , _ i !+! �� �r�1 �� � - ;�,) � � i ? �,�,���� �j Copyr�pht 0 Atl riflhts raeorved. � "V� E�, Thoao tloalqns aro no1 lo bo u�od or � ���f:�g � reproduced wholly or In parl wilhout , ' � r.,�,�R L:,._:— ��� � wrluon pormisalon ot AldA. - � � "<<``9 + ����i�+�`'-' Oo not acalo tha dr8win a Vorfl all �� �n�`� dlrnnnilons on stio. � � y � � � � 7he drowln�s aro not to bo wad lor ,f �� eo�i:lrocllon unlll Ihoy are Iniliated � � � 4 w�� I es chockod Dy HMA ` � _ , - t�..' .. , y��� . , ' " .� _ \ �. , � ,-�.....---' - '_" ,.�_" -�- , -...,- . 'ai9'��'^� � � _ � ..- _ E _ �_, ` ,- . � ,� � • � ' � , �� � -. ti . _ A � � , � ��,�.��� - , A � � '- _ � � � � - ���' � , � � � - � ` �-r'�p Z,g�_6�r ' ° ' _ 3�-�n " --_..�.,._____. ___����6��� _____ _____ _. _u_�____�___.� __ ___..___,._ I`�'�-n�► ��� � ' � ..�— ,_w_ �.__� 2c��-oa ...�.__, �..____�__ /'� ___6'-0� � ' . � ,�� � _ , Y � � ` i ! ` �� �t 17� � 1 11 I � U Z 1_81f �,l�U � �!—OII k C..,�t£M� �` � , , �1�I' _._ .r__.__._..__._._�, ��r '7���� � � � _ 3 f , & I- �Z 2--8 -r 5-d z -t-� �_.,. ___._.�.__ _..�. �, �,�,-, ,- � ' �'' , � - Q.o , i �,.0 R o� c� �fl R7ktr - � � .��� � _ 9 .b� �o r�� 9!6�+ , , � � -sT�sEz _`� ��:�� � � �� ��. �. ►_ � , � =�� � � � �` , ' � RAILTON•McEVOY PhTto A1e � �LJ�N'T�'R PA7tv �Ra4 DG� p� p�'G�C � r , Ti.�� Ll j � ' E " ��oXG COL��,,,��t'(?�1�.4'> _ �__._ _._._----- ------ - � A R C N 1 T E C T S � �� ', ��1� � . . , - . ' ' ___�_ ___. 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W t `- r 0 0 �3�"D R� � � ' . �,l��.,.��.. � ' R�C1r� LJC�ST �'�� �XISTING WINDDW ! � N � IN CL-�/(����i.� f'�T� RM #'1 �,�'T � . , '��l��.�-�� ,��.�,.�, �._ G�v < �` _ . � � i�__:�11 1��._.�C� � � �� � � a -�ZELo�GA7E $XIST � . S . `��� zX 10 � I �t � ` ,` LY.bR Tb H�� i ! r � .s� -�,�,s.,�s,s,.�w..-K ' R��'j.C�AR. � ! ' 2 X !D O!5 G�J � � �� * �oori�naoEn �zEMovs sn�i..L�z. �, J T5 T 'ro SL p I . ' , , � ° ' WINDOW --rNSTJkLL _, W� �tB�'7�C�(• INSu�-7LON, 9go6 i� l x 6 z'�G s.� G���i�. s���iT o��E � Jv/�F_ I, r�99 � � �-rN Rnr�. - - - � �rsT��� �..,�� w��ow 1 . � DAANMItK1 TITLE G40�� O�� �� � __' �.__._ _ .-- �_ -....� �XISTlN6 1N1(��Dvt�! ; " ��'�� � /I� l ll orv,wN raonn� ���-� ��►�- . , �/'� � _ v�7-�1L a� .fi���'.K �1L �R��� � ���c�,�. � - �-° , ,�.� f'�'�-� - - - - ��'��� � ) � 1�_ - c�ER o , ; _R�Ul�uD. f�4lC. � "�L�15 Ga�sT��GTZar�, tZEG�52�� �,i.' � ` ' i - � � J ---°-- �.--- - - - + SCALE` I Il M�c�.c�k�a• _ ` � . 1" -D �FLOOR P�.AN NOTES �Apply to ait floor plans) ' REVG,"WNS o�re oMwn � � 5n ` - � � ` � " �-°p''� � -�' Oimensians are to face of studs, masonry'or conc�te ' � ` � p { � ' walls, or to centerline, as noted. , � � � Exterior wails are 2 X 6 at 16" unless noted othervise. � ; N�VC! ti�/RtLs�_ sN�Z,w1tN - #. �T}� lZ/�1�. � �"�~ � `�/V�,�� �ov� � . . -. -- - ,! a o . ��� p�Rt�� �,e��,. �. `; �X I S T 1 N G p $ • ' (n terior wal ls are 2 X 4 at 16" untess noted otherwse. ` � V�NITY W IT1�E S/Nl� � �G. � N �U�'� �XIST. c�p� vJlNt�u� i UN�.�AvA'T�"1� '�'� • , V�rlfyf with electrical contractor ail requiremerts for , , ' � �NN�T `� �XtsT- PLS. � ' � � : �R�A� ; r power, panel and wiring installation. ' � - 'TIG� SN'R. � 't���U�WtZY ` � ��, �' VQrify with plumbing contractor atl requiremerts fior „ ° - � ��1�1 VAN[ `�DP_� _ . ���` a• , ' , � � M��� �� ����, o o i� pl.umbing lines and fixtu�e instaliation. Keep all water lines out of exterior walls. � ��� ` Verify with mecha�icat contractor all requirementsfor ' � �heating{system. Y � ✓f4ELV`E�S.� I T�c�( . ' _ " , +-- � • Windows, patio doors and fix�d giass to be �—�- � Weathershield wdod units witF� insulating flfass. 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REIN��� W�t-L t�ui?fi (1� #5 VE�'i'. TYPICAL FOUNDATfO�CONSTRIlGTION I ' "'� 3Z�� O, G.� Mf4TGf-�ING DOW2Z5 Tb �TG. ,roor+�f.wen A ._w.� � ��. _ � I � cC�{T�. SoNI� S�hM � ToP � BoT � � ` Relnforced co�crete footings and foundation wall ind `�I J 80 6 � _ ' � � reinforced cpncrete slab on compacted fill. Compl�with I N L � W� Wr�2) �� GoN't5 OATE a soil� repon and structural enpineers drawings. ( 6�� g_�z- �g - _ � � � � '. � Sprayed on asphait waterproofing to al(exterior , ►_�1/ oru�m�iNOnne foundation walls. " ( ¢ �pyNp/�T►oN�FRAM(AtCr f • OflAWN 1K1RTi1 See drawing for foundation draina�e details. - , � JR � � ` � � - � � � � ' � y >r ; , , ' � .--- . rO.�(f�L '-` BZ�j�-8 CIIECKED � j � . < w; " , ' � 8 0.Wl�!�- � 5227 6 rl � SCM E , ` . , � ' ' ��kN NoTLS. _ ��,_ �'-o" M�� a a ` d � . 1�,�,,_aD_ � E2�1l�1���GE,D Gc��l'� �l�/kT.L `a. ��� - nE��s�a�s DATE orU�n� ; N - . � I � � I °� �nNC�_rv1A�nN��C UN�T W�t-�.- , ; , � �� , _ .4 E � . , : � ;; � . . i � � ,� , . _ , Qe ' � _ N�W �F:AM E \N�4-L�- � I coNN� o � 2x 2 , ( � ^ TT ' , _ � ►- .d � - � �XISTING WA�LL � R�4N � � ���T� ` - _ �� � —� ' j -���� . W�Ft.I:- -t'o �. 2aVloV�t� .' - . � � - ,- -- - . � � � j � _ . , � t ` � , �OUNaA�"ION PLaN �� � - - G , , . coNCfi�� s��5 P) �.. : . . . AUG t s I� �`�` � � ' ' �M� a�r�ui�ii,u►��u;�`;.�nt CrJ ' , , , _ 4" �CONCRETE SIAB ON 4" CLEAN GRAVEt ' ' � � ' ��\���Op �G�s�fi , - � � �", ; BAS� ON UNDISTURBED GRAD� OR ` ' ; ; ..••.. ' � ^ , � � ° " ` � , i ' 'COMPACTED STRUCTURALR FlLL PER 501LS� _ , , _ - . . � . n\/��C Q __Q �'L:AN :�_ - . � _ � d y . , '' '' R M' a . _.-,L�u►-�►]l_...1�1-.-1--F��.Q�_i� >�' „� . 'ENGINEEfl. REINFORCE SLAB WITH' 6x�-, � • y • _ �o • � �c.�;�,� o� / ; :� �: = . � W1.4xW1.4 WELDEO. WIRE FABRIC� ,�;� .- � 23 9 m; = , , � - THROUGHOUT, PROVIDE 1" DEEP $A�iIVN OR ' ,, � . . _�� _ . , , ` ,Y ,`-�,1 � ������� : • ; TOOLED CONTROL , JOINTS AT -15'-Q" ,. , 4 ' � � .y9:. .:k,``�� copyr�pru m Au r�fln�s rosorvoa, , _ . � �� , _�LOO , p yMAXiMUM SPACING EACH WAY. _ %�v�'�c••�������.'�\�� Theso dosiqna nto not lo bo usoJ or _ � ` � � � � v " ` ' ��//%j`S EN� wriil n�pu misslan cl RldA rl willwut . . _ . ... , - _ , /// 10�A�- �\� � , , ' , V !//IpitII111U\ p4 nul scaln�ha drewinps. Vorlly uu " � ° - , ' � dimonsidns un aile. � ` � - � ' 7he drowinp�aIO nol fo Go u�od lor ' ' . conslrucliun umil Ihey ere Initlalad ' , as cl�ockocf by tiMA , r . �_ _ .. �.,wr--�y �- / ' e 1q i ��_ � � ) � r � - � w t � t „ � ' t - � - , ' 3 . - R r • , _ y � ' r - � E _ - y _ ' ` � � - gRUCTURAL STEEL: � T ' ' ' " - , ` - � ' �" ' ' "' � `� ` -0�,�'�k' � - � ,iOESIGN CRITERIAi " � � � a � Structura{steef shail be detaded,fabncated and erected in accordan�e with the ' ' � � ` � � " ' - � ' most current edittons of AISC Speciftcattons and Code of Standard Practtce: ` � �xs�. t�l.a�� AN� � 'Ai � ' � � _ A Roof Live Loed�(S�ow) � 80 pst h Structural steel ralled shap�s,including plates and angles,shail be AS7M A36. h ' � ` �'1„00 L' Fr��-.�(',/1�u;,� , � ' s�►oof Dead Load--------------------- 15psf °` Tube�hapes shall be ASTM A500 grade 8. Pipes shalt be ASTM A53 grade B ' ` � �� , , y�loor tJve�.oad � �1�gf , or ASTM A50i � - � � �, � • � - � flAIITON�McEVOY _ �,�loor Dead Load t5 psf � c Tube shapes are actuai size as specafied on plan. Pipe sizes indicated on plan ' ' ' " =x - �D�cR Uve load 100 psf � , ' � -�r�l�($x (/,� e � � � are nominal`(approxtmate inside diam�te�y and refer to AISC i e schedule � , - n i n A'tt C II I T E C T S � <<peek Dead Load � 15 psf , d�mensions, p p '' ' r - � 7 r � r � , �- /�. X JZ x o-a �x ,� ��_►�� �� � Basic Wmd Speed— 80 mph(Exp. ► `d qii bolts used in steel framin shall conform�to ASTM S ecification A325. ' ' ` � '� r , , C T k1Et—DEb 1'n `f'Dp'o, POS� t ' � �Seismic Zone --�- 1 � 9 P , �4 , , ` , � f UBC Edttion' --- 1gg1 � � `A�chor bolts and bolts used In timber connectlons may be ASTM A307. Bolt � - ; ' - ` _ , , �' � , � • ' $�f1M AI�I D �L?E QQ Ta �sizes shatf be 31a diameter unless noted otherwise. ; � . , - � . � } PPOJECT CDNCEPTS•nEStoENCES k`� � �j � - RESTOIIAiION•COttPORAI�DESiGN �4 ' ' � �a Bolts used i� str�ctural steel fram�ng shall`be the break-off, torque indlcating � � f '! � ' �X� �'��`���-3f�}, T��J� _ , ,�FOUNDATfON'D�SIGN: • , - , �- , i - E � - 1 T � - type, or tOrque inspect�on shali be provtded as required by the budding � � ' , � � �{]1'f� , � , i � f�. besign of tndiwdual and contmuous tootings is based on an assumed maximum �spector. `� ' _ _ __` _ _ ` _ _ _�� , � �t � _ ! ` , � . � ' ,� - °' allowable bearing pressure oi Z000 psf(dead load plus full live ioad). f, Typical firamed beam cannections shall cons�st of pairs of 1/4"angles using the '-�'=��� - "� �-z-+�-' - � '� � _° 954 Pearf St,Oontder,CO 80302 ; ` b." Foodngs shaq be placed on the natural undfstucbed sod. or compacted ' maximum number'of bolts called for iri Table,il-A of the A15C Nhanual tASQ . , , , , �� � � - 2�C �0,5 � �t? a.�t�� _ I , (303)443-1353�f11X 443-5535 N�nth Ed�tion). _ , ;� ! � n • 1 � � - Structural rll,below irost depth. ,- „ _ ' ,� y = t TO LD F'� 2 ` „` � � 4 � P U Box 430 Avon,Cobradh 61657 , c. . Provide condnuous foundation dram3 arpund the perimeter of ali basement 9 ' �Pansion bolts shal) b� wedge rype "Hdti", 'Rawl', or Red Head" or <� ��a X�� - " , � f �� � --`� � ' (303)9!9 5595•FAX 949-13f5 approved equivalent with the following minimum embedments: , � � � + � • � , ,� -walis and at the base of retaining walls. Contact soils engineer tor details. • , . , � ,�'► � . 1/2"d�ameter---2-1/Z" - - ' - ( ' - I- '_�-''k � d. A representat�ve`of the sods engineer shail verify soil conditions and types - - � , � - i � -;,c) � � • 5!�"diameter--3" t , - - -- -- -QI - - _+k. t - ��Y• ,durfng excavation. Report any discrepancies from assumptions to structurai - „ � , � , � ' � , � . , , , � - T,, ' �_ _ 3/4 d�ameter—4" �, r� - m� - _�'sngineer for re-evaluation of toundat�qrtidesign. h yAdhesrve anchors caUed tor a�the drawin s shail be lass ca`sule ��^ •" ' , - �f � -- � . ,� . g s p rypes such - � " ' : ' ' -- � KRM CONSULTANTS, INC. , !AEINFORCED CONCRETE• as"Molly Parabond"or"Hilti HVA'anchor systems. Minimum embedments, rf � r - r ,` �' � � � ' � - �-•- r-- not speafically indicated on the draw�ngs, shali be according ta the � , , . � ' , ��L"` {J�� X �� - �` � ` � � ' � ' � W 8 BEA tit $TRUCTURAL ENGINEERING AND DESIGN � �a. � Concrete design �s based on the "8widing Code Requirements for Reinforced manufacturer's spe��ticatrons. � ` , � . 'y ` � , `� � ' ? ,. i. Al{weiding shaU be done by an AW,�',certified welder. � . ' - • _ �` ��`� � - �,'�• � � , P.o sox 48�z ts�o)aaa s3a�; _ ^ - Concrete {AC!318-951. � ,�, � . � � � - va4 cocoanno 81868 FAX 949-1677, b. _ Structural concre2e shall have a m�nimum ZS-day compressive strength of _ 1• Delay pamiing withfrt 3"of field welds untd welds are completed. r , _ _ . n , t � , ' - " , - - , 3000 psi.pf Type 11 cement is requued for corrosive sofl conditions, use 4000 k, Where corrosrve soJ condrtions exlst, steel angles that are used to support � ` ` ' , , , . � r . ', 4, ' , .- � - '; �ps�concrete.l � exterior stone veneer shaU_be galvanfzed and sha!t be attached to the r f ` , -' � ; c. Concrete shalt 6e proportioned usmg 7ype 1 cement lar 'Fype 11 for corrosive foundation wuh galvarnzed or stainless steel expansion anchors. � '- � � ,' i`� , ' " - ' G 01.17': ?X I 0 G.��Ca�` ; �° sods co�d�tionsl. Admixtures cQntainmg chlonde satts shail not be use�i � . � � ^ _ ` '. „ � . ,� _ ` 4 �x{ y f� � � _ t. `' $OLTG� 'T'o ,.. T . !M � ,�d. , Submit mixdesign to engmeer for rewew. r , '� B�CKFILLING• - , � _ - � . - . - - , . / n ' WI 3I�' �f "H�U—�L?S s W , e. � Cold weather concreting procedures shail be provided as recommended in the " ' 3 �: � ;' , i� p � � , � . 'ACI Manoal�'of CoACreie Practice. � e. Do not backTill against retairnng walis until supporting elements are in place ' ' " � � �c�. 0•C • , f., .x,Anchor boit�;for beam and cotum�bearing plates shall be placed with setting and secUrely anchored,o[adequate shoring is installed. Concu�rent backfdting ' - , ;, �,. � , . . ' � � � � i templates. er' � ' ' " , of each sida of a retaining wall to final grades as indicated on plan or sections - _ ' , ° ' , �� , 4 ' 1 �^,�., + � • . � - � � °g. E�cpanslon ,bolts shalf be located`at a minimum of 6 boit diameters from , is requued unless temporary shoring is�nstalled. `� - r ' � ,;°;,� ,�' "„ � �+� +-��- i �0�`+ '�'.�L�"'�Efl V�.-G - - . � CD � - � . ' A cone�rate,edge and spaced at 10 bolt diameters u�less noted atherw�se. b. Verity type of fdl with soils engineer and suucturai engineer pnor ta backfUling - � - ,.," ' '�- � , � � Q "" � , �h. Anchor boltS for,woad sitf piates shail be placed at 4'-0" maximum spacing � ~ f ' � ` , `; - ° ; ' ' � ' � � ��t`'t p``�N �'�J 5 ?�� � � :wrth one ancfioF bolt at 12' from each end or corner and a minimum of two , � " r �,�/ /y/�."�` ,'` 4�- w = /� ` �` + ,� G t7 a n' //♦ ^ A,A1 4 r ' anchot bolts per piece._ , ' r } ' ` , r .. '� 7 'A� V sr 1,�� E�~r d h, � � �7 f 1�l PJO l�l �i.7 r✓ 4��i..0�✓ / J �3 4a'..Fl1{Y�J - � � r .. ' � - l. All exposed edges and cot�ers shai16e cham1ered 3/4" ti�iUCTURAI MA30NRY: �, , � • i � F � 3 -,'� � `" ' � : /� j Concrete coveraga�or reintorcing steet(ACl 318•951: _ �. � �' , � �..�X 3!C,��T� �"=r�,: '��=--�+c� t:./ S�M p5`�N J���2 � - � � : , Concrete cast.aga�nst and permanently exposed to eanh 3" a. MaSonry design assumptions require that spec�ai mspection be prowded during 3��« _ '► �(( .r� �p1„H :$��� W��� . � � ' i ' CanCrete expOSed to barth or weather, w ' ` construcilon according to the provisions nt UBC Sections 306 and 2405. O , � � �` .„��-�-���-,�.•».f.' � - � - � � �- - ~ - b: HolLow load-bearirtg`cbncrete masonry shall be�lightweight units Conformmg to � - � , � L 3 X3 X'�t� ���-���" `-��� -� � �' 1 �Fti._. . - . - - � " , * , � °bF � � f J � 1 ' ~ a `T M AS7M C90. E�Cterar walls and wans be�ow grada shall be grade N-1. lnterior ' 2 � , +�%'�'� ' ,�5bal'andsmaller� � , 1-1lY � , � �'h. � � � i��through 01$bar ' - � 2" watls not exposed to weather or earth may be grade N-I or S-I. � � ����S 0 N Z V T�-{Q . � � e ' ,ConCre;e�ot exposed to weather or 1n contact witf�ground. c. Mortar shall conform to ASTM C270 and shalt be type S v+nth min�mum cube • - � � � ° ' �` ` .�Siabs walis ists ti�11 bar and smaller) � " 3/4' strength of 1800 psi Oo not use masonry cement or adm(xtures unless � � 51M PSON LS SU28 3!14t�� _ �E(��� f) > . • r� , . -,.Y O"^ � / I ! ; , . r � x6eams,columns °' y 1-1/2" ` �approved bythe engineer. ~ , F , ° . _ - - , , < = d� Grout shalt be coarse grout as deflned in UBC 7abl� 24-�1 with tnaumum cube } } , �iE1NFORCiNG 5T'�Et; � • ,^ strength oi 2000 psi._AdR�xtures shall not be added 1� approved by the • ` � � . .. � � � enginee�. '' � � `���� � � " , - ° ` a. Detailing, fabrtcation and placemeM of rei�forcing steet shall be tn accordance e:' Minlmum prtsm sttength of masonry w�ii assemblies shalt bd f',� = 1500 psi . . � ` � ' wrth�the ACi Manuat of Concrete Practice. ` f.� Conior�to size�nd height limitatians set forth in UBC Table 24G (21-C) for � � > _ - ��., ` Exc�pt where otherwlse noted on the drawings,�einforcing bars shalt contorm grout pours. Grout shall be ptaced in a continuous pour in If(ts not exceeding 6, , , , --- k ' ° io ASTM Specification A6i 5J9 and shall be minimum grade 60 except ties, teet. _ � , �''�° , 11 � � - � � � _ ( �' � II � u .� X�T STPD WALL � S ', # � felQ b�lnG bars where perrtutted by note on plan,or bars to be weided, which g �Bond beam units shail be produced frotn sta�dard verticallY Voided units with, J�� �-t} ° � , � ;.- � �' - °' i/�(9 )( i$ , � G�N I.T• �l�/ ��/� ;( �/� )( t � , _ . ;� , - � ° pr8-cut knock-out cross walls. - � - ' t " � ' � � 1 ' E - ' � , .-t�,� sh#�grad�40. �� � At SpikeS in concrete, lap bars �6 diaf�►eters. At splices in masonry, lap bars �h � AII masonry shall be laid up running 6ond with exposed joints ifloled. . �-3 Fo�. LV(.S " � ��' 42 diameters. Do �not, weld or;tise' mechanic8l spGcmg devices unless L Use tontinuoUs horizontal�olnt retnforcing in all masonry walts,cons�stinp of 9 � ' , � ` { � � � ,'� �spectficaily approved by englneer. � `. ; • _ , - g�ge�slde .wires welded to 9 gage trussetl cross wtres: Width of joint . - _ __ _ _ _ . � _ _ r � � ! � � , - � � ' d. ,At C(xriNts, make horixontal bers continuous br provi�r e:omer bars. Arotud " �•reinforcing shall be app�oximatety 2" lesa' than width of wail, Provide _ - " -'" � � T- . • . - prefabricated corn�rs and tees. Wue sRail conform to ASTIV�Speafication 4 `c�t ' ' 4 ' ` F �� � open6yqit,a�nt steps ln concrete, provide C21-+�5 s extendinQ 2-0 beyond wd8s � � � _ - ' � � � ; ��t oi opening�oF step. ' y ` � . � 5- ` A-82. �Vlaximum verttcal spacing of joint�emforcing shaif be 16". - ! � ", ' _ a t ; e. ^=Extend_retnforCing steei,a minimum of _Z�4" tfuou�h'e�i jolnts. .lN�s! )• Masonty walis, incfuding sfte walis, shail have a continuous horizontal bond , � _ _ � � � ' ' `�'apecitfcally (pceted on plan or deta�is, coord(nats coW }okit locations wPtt► �bQam consisting of (21•X5 bars and sol�d�grout at the top of the wall and at , • �� �tt - , , �g��e��, ,_ � ,,_ � - � � r � 8'-0 maximum verUCa1 spacing unless noted othervvise. . . , , � „ , , , F . � � tf. ` � Weided wfr�'fabriG shall��COnform to A57M,Specification A•163. Lap we�ded' k� Openmgs in ma5onry walls shaq be rein(orced wnth a �C5 reinforcing bar in a - _ , .- �i . , � + wue fabria�mihfmum o`t bne futl mesh pius iwo incf�pk.,�gpg shatl be wired � � - vertical grouted ceU each side of the o�ersing and (2)-N5 barS in a horizontal , , " 4 ^ � , , , . together: �'.�,, ° . . - • bond beam above a�rd below the open�ng. Extend re�nforcing and grout 2'-0 _ (S � ` r r, � . - �,, . - _ - pa�t opentng on ali sides. ", ��r , , STRUCTURAL VIlOOD FRKMM f ' , 1. Masonry wails shaii be grouted oniy at those,ceI1S containing reinforcing steel _ +� . — , —�'�' - , . �� r� � • unless specrficaliy authorized by the enginee�. . ,� � T � �Zl ' �3/.} �( ��j` (_,�J � , a. Except where noted otf�q�wise;all 2" nomtriai lumber, except studs, sha(1 be ' ° °' ` � `'� � 1 ( � , , Douglas Fir-l.arch d'2 ai�d bette�, and all solid tUnher beams and posts 3" GcNERAI REQUIREMENTS: _ � a nominal and w�der shall he Dougtas�ir•Larch A�2. ' , 1'1 � ' �� #�. Studs shalt be 5tud grade end be�ter pouglas Fr-Larch or Hem Fir. ` a Structurai erection and b`racing: Ths structural drawings, dlustrate the - � ' � i - ` 1c. B it- I I r- h r H k t tt r x4 r comp�uted st►ucture with alt erementS in the�r final positions. properfy , f} �v� X 1� u t up posts sha 1 consist af Doug as Fl La�c o em F 2 0�be e 2 0 , . , ` � , • � , � , � 2x6 studs per plan and shall he na��ed xogether w�th 2 rows of 16d nads @ 6" � supported and braced. The contract3r, in tfie proper sequence, shalf prov�de � � , , _ t { „ , q � , , � aiong each stud. shoring and braCing as may be required during construction to achieve the final �)(„�,'i!-� . ;�,X(,^„ .�p��I 5� �� 4�, � � �h„ ��p~� , � #i. Top and bottom plates shall be Douglas Fir-l.arch or Hem Fir A�Z and b�tter � completed avucture. Contact structural engineer for consultaUOn (not in � GJ i OFt= cUL`S TO T�, ��-��'G T a , Plates placed directly on concrete walts or slabs shall be pressure-treateci Hem contract)as required. � ' � � - � ' ' - F�rx�2„ - - b =SExistfng structures: If construction adJoins an existing structure, contractor ; ^A�`��. ��aM �l�i�i ��J�fJ; ; ^ � , �. . Within iloor joist spaces bEneath solid or buiit-up cotumns rtoted on plans, shali 6e responsible fot venfying dimens�ons, elevadons, framing, found�t(ons i CP�V1C- 'TEMP������ •�'���e����' . , � " ° W � � �'biocking of�a�ea equrvalent to.colum'R above shall be provided. Door or and anything else that maY afiect the work shown on the drawings. _ . , � ' . , � _ , W�ndow tnfimers consistl�iot a single swd tio not require special blockmg in , Underpinning, shorfng and bracing of existing structures, shall be the N n� '��'?x�j �ty( ; �Aj �uT�• � � - .2he joist spa`ce: � , , ' ' - respons�biflty of ihe contractor.� _ � . - � � ' � ` ` � � 4 ' 2 K(a f� D R t V E— P I l t 1 �D, i c�. . � f. Exc�pt as noted othervvi�e.�Iq�imum nailing shall be prov�ded as specrf�ed in � � Dimensions: Check all d�me�sions a ainst ar�h�tectural drawin s prior to � • -� ' � ! - . t he'N a U ing 5c he dula"pn t f H►draw ings N B C Tab l�2 5-4 1. con�truotlon. Do not�eele drawlnp�, 9 g � ,' � � T�� �i'�N�� + 2 3 �� 1 -r linless noted othetwise, steei Cannectors such as those manufactured b the C � � �`}'� w THRu- �0�.'S � � 9• , Y w Consuuction prect�ce�: Generaf contractor is res ponsibfe for means, mathods, � _ . � � � r ` _ Simpson Company shail be'used"ta Jofn rahers.�oists or beams to other beams techniques, sequences artd procedures for constructlon ot this project. Notify - - ' ` , r at flush-framed coqdlUOns.�t15e all specified n8ds. Connectpr condrtions not . structurat engfnee� of amissio�s or coofUcts between the workinp drawings I � > Q � '� � _ , ' ' � ' othervvisa rwted sfiail utd'ue rtype U or Type HU h8r�gers ot a siza sp�crf(cally and existing condiUOns. Coordinate requirementa tor � � � ` ' y - ` � � �€ ; . `" ,' ' ' .' " '""_ ` ' "' , ', mechanical/elect�(cat/pfumbin eneuat�ons throu h structural etements with, " . � � , designed it�v the men5ber-sudported,as shdwn in the manufacturer's pubhshed , 9 A 8 ` tabies.`ContactjStruCtural sngineer for detads as required. struc'tu�et engineer. Jobsite safery is the sole responsfbi6ty oi the contractor. ; �� _ � '/JI methods used for constructto�shail be in accordance wfth the letest edidon , ��. Wood n�det plates +nstalled an steel beams ar concrete walis for toa-flange , - i m.�•. �_ � � "M1 , � 3 ��_ j �t ° - } - hangers ehalt be ripped to match the width af the wap or beam ilange. Na�ler , o{the UBC. , � - � / ' , - plates support�ng top pa�ge hangers Irom one side only shall be instalied flush i ' It ts the responsibiliry of the contr8ctor to"contact the structural engineer at the + . , , . �CA�� /=-' - � ""�Q � / appro riate time to erform aita observation visits. Observatlon visits to the r � � ' wnth the face ot wall 4r bel�in'f�ang�at the hanger locations. P p ' , ��� - _ , 1. •Laminated veneer tumbei 4L�/t)shali have the foitowing properttes; ' ' � Jobsite by the eng(neer are tor determinatton of general conformance with the � � � � � ? 4 � ' ` FlexuraF streS#�,"^=--�-^-----^"-��s�PS� � , �onstructfon documents and shalt not be construed as fnspection. j �� � �'Z LV L�S �`�J�C�� , °' _ � Q � " . ; ;.�M a d ul us of e 1�'tici t y�+---�----------,�,BQO,O f J Q psi , - 1 . _ Though every.,ef�ort is made to prov(de a compiete and elear set of �"�i j/�x f , � � - Y�#�arailet to graln�-�---=--�-w'��d psi , constructiOn documents, discrepancies or omissions may occur. Release of r i _ f Z t P P E D ^,'0 c,i-'�p= � � - � � , < Compressron parattel to gra�n --�--246 0 psi � these drawin gs antici pates Coo peratton and cont(nued communication between ' � ' " � � Gomp��ssion paral�ef to gld�line � , � - conVactor, architeci and engi�ee� to provido the best possibie structure. - i ' ' - tperpendlcular to graint----�-�--- 750 ps1 - � -' , � 1'hase drawings have been prepared for the uae ot a qusilited contractor � _ _ Q � � - ' F i Ho�(tontat shea� -�---�=-2$5 psi " experienced(rt the construction technique�and systems depiCted. _ � . . ; Where twa members are required, each Miember shalt be fastened to adjacent ,, " • � NAiL�NG $CHE�ULE _ members with two rows 16+d nads spaced at 12"o.c. unless noted. Where � • , ' , � . ' • .three pr iou� members are requ'ved, they shail be fastened together with two ' ` . � row#ot 1/2"diameter thru-bolt:@ 2d"o.c.u�less noted. ` 2x fl0or�oist to girder,s�IL or wail plate(toenatl) t � 3-8d , � J, Frami�ag notes: ' , ` � " � ' ' ' ` � t. Exterior Walls; `_ ` i-joist to pirder,sdi or wall ptate (dow�thnr bottom chordl 2-10d , , - W J � A. Atl exterlor watls are Zx6 studs @ 16"o G.to a maximum height of 12'- ` � ' ` 6"� �x6 studs @ 12",o.�. to�maxtrnum hefght ot 14'•6" and 121-2x6 Sale piate to joist or blocking (face naiq � 16d C°� lj� � � . - stUds @ �6' to a maximum height at t?'-4'unless otherwise noted. , " - � - _ _ ° Cep wlth a double top plate instalfed t4 provide oVBrlapping at corners , , 7op plate to stud (end na�q � 2- 16d , � 8nd at intersectipns with other partidoris. It over�p is not possible, ` � � . ` ' _, ° _ � ' strap top plates vv�th meta!`strap tie(Simpapn STZ92 or aqwvalentl. . 4-8d(taena�t)or . ��'��E" ,�, Stud to sole piate �98�7 , Y �B. floor or roof iraming members must be alipped tC�bear within 5 irrches � Z-16d Gnd ninl) _ • � pAiE - � " ot the studs beneeth. � ':'� ' ' � ' " ` ¢ ° � 2 �C. Provide�'/16"thfck APA rated sheathin�lplYw4oc�,ar 058)rated �4176, 8_ i " `�� ` ; Double studs iface na�l) a sd @ 2�� wuwr,R,a r�r�� � � = exposure 1.at exterior face of exterror wafis. Bioak"�II horfzantai jolnt�,'�, -� ' � SY �CT(��S ` � s . D,, Provtde 131-2x10 headers over all door and,wlndow openings uNes§ ' . . , - - , � otherwise indicated. a Doubled top plates Iface naill , � 16d C� tf" � E.� At beam bearing locationa in stud walls, provide mutttple-stud posts _ - DK2 M ►'onn� , ' equai to width oF bearing member unless�oted otherwise.,� , Top plateS,18ps end intetSeCtiOns (faCe nailJ , Z-16d CIIECKED ` , 2. Interior Load-Bearing Walls: ' ` � � , - , A. Interior load-bearing walls are minimum 2x4 studs @ t6"o.c.w�th t/2" CCntmuous header,two pieCeS �16d @ 13" , , , � , . ' gypsum wapboard both sides unfess noted otherwise.� Cap wrth a � - rt along eafi edge scM e ,i 'r r/ � - double top plate instaUed'to'provide�overlapp��g at cnmers and at - " , � �4 = ~O . , , intersectlons with ather partioons. lf overlap is not poss�Gte, strap rop Continuous header tc�king stud (toenail) 4•$d ' nev�s�a�s DATE � on�vn, ' , r plate�-with metal stra�t(e IS(mpson ST292 or equivatentl. , � . " ` ; - B.--fldar or roof framing membero must be etigned to bear within 5 �nches Ceiling/floor joists,laps over pBrtKions(tace nail) 3- 16d , > * � oi the studs beneath. - . � , ' � , y ' C. Provide i21-Zic10.head�rs over�ari openings in watl unless noted , Ceilinq/floor jo►sts to parailet rafters tface na�iti 3-16d _ , � - otherwise.; ' ' � - . , � , . : - � � ` - D. At beam bearinp locations In stud walls, provide muitiple-stud posts � , , �y , 3-8d,tanails " , { equ81 to width oI bearing member uniess noted otherwise. � SOlid-sawn rafter to plate� ` Y;, : } ' ` � �' or Sitnp9n H5 � ` ' 3, Floo�Construction: � , ,�,_ . � �� - • `' ' ° ° ' A. Provide 3/4",th(ck APA reted Sturditioor rated at 20' o.c., tongue and ? - "''"�" �` + " � � - � °^' ° � � , _ �groove, exposure t. Glue and �ait panets to all supports. Install 1 jpist rafter to plate (down ttuu bottom chOrdl � ''Z-12d , _ . " , j 'sheathing with long dimension perpendicular to �oists a�d end joints' Budt�tlp COme�studs� _ -, `I6d @+�•: _ AU6 ! 8 � ' � ^ � , staggered. ' _ R � '�` n .,.ri ■ ,�,... ' , . � , - _ . _. . � , < < '��,sa��¢ - . B. Prov�de soi(d blocking between itoor (qists at all bearing locatlons. � Bwlt-up beams (each member t0 adjacentl ���\�111ti11111�11p///y��,/ , , Btocking material shalt matcd the 800r joist. 9tocking materrai shai{ along ea.11 edge '<y�, ;, ��� p,��0 RE�/s //i � ; `� � � � � r � , ,,,� ` � match rafter,truss chord,or lookout material. .� ° ` � - „ '� •"'` � ��"`"�° � - �`p�•• � Y R. � � �ry � ` , , ,_. � ' , Plywood or OSB roofiwalt/floor sheathinp � � 8d @�6 alan9 edpes : �� �""� • , � � . � , �G'0F' � �.J - - - 8d @_'I? irnermediate supports = ' % . y. � . _ . . �• m. � � _ , . • 9 m. _ � ° = 231 : _ 'r , , NOYES: � �- ,r ,� , � " � , � ° � : � , ` _ - 1. The nails in thig schedule are common wiro or box nbils. 1f cooler, sircer� or other types af r�ils � \ . �%���S+S•.....•N�`�\`�: , �y are used,cont�ct engineer for requ�red spacinp and alzes. -, � - � 2. If staples are used;contact et�gineer for required spacfng and sizes.� " z � ` ������//i��jjA�j�E\\������ ' 3. This schedule indicate5 minim�ur►Yt�quiremeMS for na�6ng. Where s�eciai conditions �xist,,use��� , copyrt�h� m nn rlphla roservod , , the specified nad'mg indcated on the ptarts and deta�is, � � , ' , � � ^ Theeu dasipns Aro nol lo bo used or reproducod wholly or In parl wilhoul , , • � ' , , ' Y _, . r " , " , ...., , ,.:i , wriuon pormissfon ol f1MA �� "` �' ' ` � � � Do not acala Iho drawtnpi. Vority atl ' dimanelona an elle, � � Tbe drewlnp�ers not fa be u�ed lor - , ' constrocllon untfl Ihay a►e Initlalod ' aa checkod by AMh. , , � �� � -r ...s-�----- •------ '_t_�. F�; �• _ ^�....,,.,.-,.-" ---.-,,. � _ _ _ -_...--- - - - _.�� °_t :*,. _ _ _ -;�� ' ..-.,.w.- _ , _ � � _ _ ��� � _� , _ � ---�� � V ' � ` ;` 1 � , � _ , r - - j �1 . .� � * , �, , ' } , �- . - � , . . f , � � � � ' ` " , - R��ILTON•McEVOY � - A A C N 1 T E C T S � _ - ' � A � d N � ` VQ � � . - �N• - A � � NEW �asEga � , , ' P�90JECT COHCEPiS•qE510ENCE5 ' ' RE510HATpN•CORPOHATE DESIGN ' 3 � � . � 0 C O . , ► 0 Box 430 Avon,Cobrado Bt 65� . (303) 949-5595 •fAX 949 5516 t P _ ` - , , � � _ � {� � � v�/-P . . � J „ � ' - �ov� ���� � .�, - _ Q ` ' ��t H�s c�v UP T� 9�aP. � ;� ` w . � ,� � � r � , � . . � . � W � a - J . � _ � , � - , � J . - ` �. _ � � - . . _ . � J . � o � ' _ Q � a � o ` � , . � • � _ . . . I` E � � � ( _"" _ ! / ` C� O T � - � _UPPER_ FLOOR PLAN � - � ,}�, - ;_.MIDDLE�t���QOR PLAN j � , � ' � �� .. � �y . � . 1 - C� . __. _ Y_� _ . � il . . _ . � , � _ � . - - . � � , . , _ . _ � . � - � � � , , _ ___ _ _ _ _ � � _ � . , �.� , � LEGENQ Q . SYMBOL DESCRIPTION 3 - � ; � / ' ELECTRICAL PANELBOARD ': �/ � � ; - . � W ` � CIRCUtT RUN • , � ; � - RECESSED CAN FIXTURE ��� � � � ri � CEILING MOUNTED FIXTURE ', " � , a WALL,FIXTUF�' G � � � � GvA1N�T TO � �x��NG E--=-{ FLUORESCENT STRIPLIGHT FIXTUR� ,,,� _ � � ��� � � FLUORESCENT FIXTURE-SURFACE ' UNT � u� � � FI.UORESC�NT FIXTURE�RECESSED r ' _ , , ,� � � ` MoU� ��� If � �-� TRACK AN[}TRACK FIXTUFiE ' � ` � �- To W�kL.L,_,yT , i � VANITY LIGHT FIXTURE _ � t Q , �=_ `- , � , i • O PORCELAfN LAMPHOLDER � , _ � JO JtJNCTION BOX ; � - , � � DUPLEX RECEPTACLE OUTLET 1_ � 1�LoGR't'E ' � � OUPLEX OUTLET- 1J2 SWITCHED � �� " � � N ��� ��gb�� � QUADRAPG�X RECEPTACLE OUTLET UGH'�sWl7'e{} . ' � , , /�-__�.,�I� __ .� � 2�� � , _ � , � SPECIAL pURPOSE CONNECTION-AS TED JOB!lWaBER f � 9806 S SING�E POLE SWITCH :� wTE ��C�� �� �y� tr,�e. �'HREE-WAYSWITCH # �- 12-9� �� . ucfti5 �u-rt�T S3 � - i - A�7 SS/�RY �v� CON NE�T ZT7 -� ���-�vI��.� _ � DMWNRlO TITLE ����G C�J ���$�' Q TELEPHONE OUTLET � a ELECTRICAL P� on�vm r+oAni ! ' ' UG NTS a , TELEVISION OUTLE7 ' J R ` — -- ��J� i CHECKEO - ° v V � ` p DIM'vIER�S N07ED ' : . �� - Q a � � a SMOKE DETECTOR ,� o � -►� � - . �E 4'-°". FAN ` 5��I��� , � FAN W/UGHT flEVISIWlS DATE OMWN 5 ° � • LEGEND APPLI�S TO ALL EL�CTRICAL ORAWlNGS � � ' j , • PROVIDE ADOIT(ONAL OUTLETS NECESSikRY TO ACCOMODATE . �LEGTRICAL HOOK UP OF ALL APPLIANCE$AND MECHANICAL ECIUIPMENT ' _ -• � � • PROVIDE SMOKE DETEC"i�RS TO COMPLY WITH CODE � , a O • � . � , ' - � ALL OUTLET5, INCLUDiNG TELEPHONE AND TELEVISION, TO BE ' 1'-6'TO CENTERLINE ABOVE FLOOR, EXCEPT AS NC}TEC� _ � (� 1 - ' ~ 1=� � • ALL SWITCHES TO BE 3'-6'TO CENTERLiNE ABOVE FLOOR, _ � ' `#� ,EXCEPT A5 NOTED. .�- � t , _ . , , `' • SEE SITE PLAN FOR SiTE LIGHTING ANO�XTERIQ�ELEVATIONS � �.�,°� , •� � ._LQ W�R F LQ O R P LA N. . � FOR LIGHT LOCaTIONS ON WALLS � � - ' �„ r,^ _ _ _ . - _ � � �_ _ _ ,�..= � �] . . � - _ ,�,� ��� �� GOl p� ,, .1 , . ' � ' G���� � 1� � " � ����k � � � ,_ . _ . . - �� � .� a�u�� � � r� Copyllqht m AO (Iphtb rASOrved �-t � �{� � � 1 Tboso dosiqne aro nol lo be usod or �k r 4)• �� - I'i �] 'i�1 � 4 ._� �i.ca��F..:a y p e �L E+CT R I CA L� P�AN � y' �t f ��<„i��`r; �T� w P tnn po misalon ol RMA rt wilhout L. . 1'� 9 tn e c�v � t . . _ _ � ,_ r� _,. ��� ,�°\ dimanslona'onil prawinfla Vailly nit °��".�`- ths drawlnp�ar�nol lo bo wod lor � , ' _ � �\,;f;�� e�nalrucllon umli Ihoy are Imlinlod � ae chockdd by NMA. � 3 ' _ , , . �.� �� " � � ,.� , , ._, � �: ,