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GORE CREEK PARK LOT 3.pdf
\ GS �� � ��cti 1 �OJN� oiN d CCV � 5. No. i6B2� ��� R ' � � tio SR 6 v . � _ . � � ? O � �0�� A � � ' � % � � � �� � V_ � � �r � s �s� J> , \ �F BS T � i � F: � o �o nF o ti /� � > T ; ,.� a '_ E : ' • _ , _ i � �, S46°24�00'�E 9�''Cn ` , — 10.00' � . , - 5 , , , : :_ . : . LOT 3 � O � o , z� � . . _ I OI ^ "v .N. /:' ' p.5553 Ac. ' � - / 4 CFSS EASEMErvT � � L `i � / � 2a,625 Sa. °� ��� � � �1 �� � SiR£ET �9pRE55 398� B�GtiORM1 4p ���� � b • �ss / . ` 2 . �, ' ry� �� � � � � J4\ � / \ � / EqNEWAV UN9ER CONSiaUG. �ON / \\ 2 � / ?�. � � �S ��J G / � � � � � / [lM / � � / 'Lo' / �O / h % / �O / / / � 9` 0.5 40GN �dGING 5 � � F� � �� �- E � ,.t � � �� �� � OVERH4NG �c� \\ J S p � � � ,�� �° ss i 5 / LOT 2 %� � � �:y. /7W0 SiORi OU/'�EX 2J�' �9 �{ (�^ �I.JyG aa� B CdF V . . 6) �J<`� �- 5 Na. �6B2� - � � p � h- � � b� • . �vrttiess �Darvea�, � ' � o A 'L � ]cCe � sd � �C �5,,. V � � / _ �' ��„�,. .9 I , -9 � 9l � - � � �� - � � � - �a: � y� � _ /., ' �nl� UaaER LEVEL _E y � r�� �_c ;cT.ONS 2X� S�, yRN¢�- � 2tJ' \ �\ . m�' s . o . � � �� `� ' a s :: = 98. a = 27 ` 9 `�� so� � ' Zh 9P . s J / � 9 3 � . 9 I .....\ � �/f, �E�K _ _ . / � �zez 9E . 5 _ 30 ' . sEwea =_:EVav, ��o- y°/ � /`S 'lJ �3r` JFqyn:6C TV � � /( � IMPROVEMENT LOCATION �:EPTIF� CA:Fl �nvER EA ;LE ,. _E, � � i(. n-riT :.' J . _ c' a." " � - II .� � I heteby ceztiiy t�at chis ! mpcovement Location Ceitifica[e vas pieparsc � / Eoz C�P.c QatG , C�at I [ Is not a land . ( suvvey plaf ox 1mD�ovemen[ su[vey plat , and C�at It is no[ to �e � elled 3 � upon for t�e eeta�l [s�ment oE fence, butldlnq or other Euture impcovemeni O linee . �� . 3 Euathec certlEy that [�e tapeoveuents on the above descrlbed paccel or [hls date , ii / i5/90 , except u[ illty connectlons , a[e entl �ely +'f' � vltAln the boundarles of t�e patcel , ezcept as shovn, tha[ theze are ne CiIGHORN SUBDIVISION e�«oa=h.e��9 upon the desc� lDed pcemises by lmpcovemen[s on any adjolning D pxenSses, except as Indlwted, and t�ac t�ece Ls no appacent evidawoe . oz FIR ST ADDITION J' slgn oE any easeeent croeelnq o[ bucdenlnq any part of sald papce}� eXOept as noted . �� Date : //-3l- fo _ �- ���� _ Stan Hogfeld � � Colorado P . L . S .�. Z859A LOT 2 \ IMPROVEMENT LOCATfON CERTIFICATE _ -____ _ - - - - - -- - __ � LOT 3 _ _ - _ _ � _ � j= = = = �- _ _ = �=- -i = __ — GORE CREEK PARK Narice : 4� 199 Wqhwav 6 ft 2a. Eagle-Vai According to Coloredo lav you m�st comence any leqal action based upon any defect Posl �mir.e FSn. i ?�p in this surve vithin three y n ` y years after ou first discwer such defect . In no event , TO`N� y OF VL�IL (-4warrls, (-�;� � . �. may any action based upon any defect in this survey be co�enced more than [en years ��3-y�9 �' "�'` from the date o£ the certification shwm hereo� . EAGLE COUNTY, COLORADO 475 SpM FCKEH - � 20 ' 30 —- fl,�,�� �o INDEX OF DRAWINGS ; � - ___ 3 ' 0 3 ` h��_ M�`�° i 3I 3�0 i� '' ° - :- ; � A - 1 SITE PLAN ; INTERIOR ELEVATIONS ° � A - 2 MAIN LEVEL FLOOR PLAN CT - w _ . �/.� ' � I � �_ .:� _ � . ' �� ; , r�'✓�. E° ` .� � , -- —j. � : , , _ ` v __ . ', - _ ;t A - 3 UPPER LEVEL FLOOR PLAN °' *� ° �'E'' �' �� A - 4 BUILDING ELEVATIONS ; ROOF DETAILS 4Z . 'NPSA� 3 �a � ib � 36 "" 3 '9 10 3 16 — N . 3t9 _ 3 �9 _ 33 � IS & 'Tj � IZ ,3'- , ��k" F,,, Z: o ' ? ,Z ,�. ,, ,4 hN Z- , � 3�. ,/4" P� ' � q �, ,iia' ��u �5m �� �� � 4 � ,_ 3, � A - 5 BUILDING ELEVATIONS ; WALL DETAILS " � � -` - � ,3,,t, `- . ' ` - � - �. 5 ° 4 F"�` �. A - 6 BUILDING SECTIONS ; WALL DETAILS A- 7 WINDOW SCHEDULE ° 1 KIT� N �1� M�s`f�l� �7H '1'`�pic�.� ��TH L�uN ��� _1 — ,iN,1 �, uurr � �*� r A S - 1 FOUNDATION PLAN U r S - 2 MAIN LEVEL FLOOR FRAMING �� S - 3 UPPER LEVEL FLOOR FRAMING � wK�E� F�,�,« S - 4 ROOF FRAMING S - 5 STRUCTURAL DETAILS � �� ' ���'��� ��;�' � � > d ' 45 I S - 6 SPECIFICATIONS ��, '; blo 540 �MIC�CO 4 � . ,c' I� �� � J _ ,�� ' � �'`' _ _ -.� E - 1 MAIN LEVEL ELECTRICAL PLAN = _ . _ i � - � - -�� - -- - I , n � E - 2 UPPER LEVEL ELECTRICAL PLAN �) R :v E Z 641 i ef/�Il�h'� e a�# �_ , - �, o Q� _ � i '. ' � i5 4 t ;�o ��� WASHSI y 4'� 6 _ b�L il2 i i b q � 12 t . �-- i —�J_ — � - .�� � l L � � — � . 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I I �)- tC . ., , ' � -.; '- -1 � . p!,° Y ''l�. /6�K I � /�. � � � . �� � �' � � *MASOMaY �'--r ' �� I-I�pu 2 , I '�'°:' � Q - �`\ � NoRtF1 � �J Se✓tV_ , ,r I 1 ' �I, S��;�� � Q , � � i I � � / � . � ...R , �E '-v I im Q �J - , � Z �LtN _ i �- » T ' r �� ' � � � z o ; I � � J 0 0 � _ II 2 C� ' � � —_ � � � � � � � � � C� � � � � , f� , .. � . � m -i � � � I �� Q tl �}x x �i/i(v I 2 , h° . . � 4 4 / � �' � > G . � � i � � -�. � l . � � i f� i� �Tr �� �fi H �AFis � Iz' o, c. ,��N 3 ' J . � •� . , ` � � ,� � � ` l � � , .� I , � � � _ . _ _� _. . . �� � I � � MII I � � � - � _ _ 1 � � �II,I. � I-I�An � tl�fi� • �H� s�M� �. � � _ � �` �.� \ i � _ � � � � i i � S ITE P LAN _ __ —�=-,�YK F 000p��N - _ ��� \ � � � _ : _ �_��,�, � 2" �1 Ic� c , ,, = zo• � – -- _ ._� �� � � i -31»»�IE c,•I°� � , ,a � ' � l��° �. �r oi�lcco jl � � LOT 3 � � �_ — 7i �'`''µ"x`'o � , , GORE CREEK PARK SUBDIVISION � � �O -�R�� . __��F I ' . . � � - S 43°30'00' - � FFO.iEC�T NuMeEa � 95. 13' — 9001 I . ' oNawwe, NuMaE�+ I�� � -- - � � �� _ ' O GiILL O �alLl� � � � I U�� - _ _ _- .. -_. _ .. _— _.. 94'b�� __-_ .___- _. - - — - -- . 19'6" _. _— _--..-- . . .. _ _ __ ____. .__ �,p„ _ _—_ __-___ -._--__ _- _—_-_ _—_— . 4n 5'9-V2" � Z2 4 � o Cq, 51/2 _-. --_ -= I_ I - . Io a�� . _'_ _ _ . _ ___'_—. ..___!- — -- _-- _ . _ . _ _ _" � �4 � .__ 8 _ _ . . —._ '____ . � Zi' 1 ' 2 5�4�� ,y� Z' 5/ ' _ 5'S9/2 ' 24'6" I� Ra Iio. I Ilh 25 /4 14 I ° � -- -- -� ' 4 � �G5�4 � x �i I � i Ifr _ 2 �IL" I II � I _ __ _ 4 ' _ _ __ _ _ T 37 I - F. o. � ... ._�� �e.o. -�' � - A �oMdl�(IVN pl M'fAKE CaI�� U.ES. � iZ'� ,aP�� O�vNE/ �`IFl �L FL up � . : . �.. _ ._._ - -- �. _ ... , ' , .. �, ._ . . �, t�7r O a ,: i 1 H — � E - � , �� � � � - � - --� - '- � -� � J_" .____ . -i ... 3 . . ... . oI • .,.;� . :. ., . . . : .. ,_ ...,._..,.......r..y...n...: :.. .. --. . _. .i - _ _ . r . .. . � . . . . . _ � _ '—_. _.._ � 'i � _... � n , . . _ _ � w � � � �� I I I . —— . — ' _— ' I N �-- I � t ' j, � �� o � �/ � �� , ., ��� � I `i '_ � � I II I I PANTRY I D j � 3° � a -� I O _N�o� � J `� ��� � � P i � _ � i M HA -Q, '� � , Q � � � � oI 'I � - BEDROOM4/DEN �j � � N z �� `-� � _ �! � � � � � � � ?x68 � (�' � � � Cj �o — � � � � Un DECK DINING L__. KITCHEN , � =o � � U ° 'T t � � � I � � I � v STORAGE �j � } s a " ,I w �' � � '� -- - - --- i I , - � '; I GARAGE U - - - __ R � 0 8�� ' $ s � — �, , �, ° , ', a�� � -- - -- ,, ,, �: � y �� �.... -t , 2- z 6 � ., . _...:. .. . . . .. . ��1 _ , - -� - �--- .. 6 8 4'3-1/2n 6��I��-- I 8,�„ _ . . �"� �. �� ISSUED � � `o � � P j9A�'wL 19 <� 0 � V�� , e 6 � � ' —. w �u.��'ii �` , a��s�il�i' 1 % 0 0 �y I� . � �I�1 - (o . _.._ _ o � - , D _.___ _ - .. ,, _ .. `� ' HD LIVING -- - -- - POWDER � � ENTRY �� p � k , I .. ` _ . �y_ 1N d , �� � _�� � � UNIT A . , � � t' 9T du '= � p�' ' � - � � � I -��„ -- --- �� o �� * 2' �.a6 32� yy4 � 2� ,�� 1 � � � ' � ` c��� � Pr R .o '� R. � � I I t � . � L. .I s` _ . . ' � ��� ..-N : �, ° a}� w = 'i J i � � �I I F � . � -, ' � �!o I F - - ��° sII � � N . I � I --_ _ . I ^ . . .,.. . . .. - • � i . , __--"_ ' I" � O � � .. . , .. ., . . . . : _ _ _ �:-..: - . .. =q.1_ � '. . . __. -._— . . _ __"'_ —.-::: _ .. ' � . , .., , - . , : e . « .. _ .. . � . .. . -- . . . � . .. . ._. .-- _ _ • � ' _ ' � .. - . ..r. . i, � � � � — � . ' �� � �, l; t � � 'I � � ' '� �P D R , "' z`' °- i �(� ' - - � �.- � � ' _ � � �� � , �� - _ �� 5 �, � � , �\ j�/ i * T � � I � I �T � � I °' I L KITCHEN �' 30 �� `R� _ „� -� m �. Q, , .. - _ _ -_ _.- _ ._ . _ � �I a {_ _ � � \ � i � I f � �� I U DINING I -- --�� I ° ENTRY �tnt- �, . j �I � � K L �' _ —.--. - -- — _ �, 16'10" . . _ _. __-.- ' . y ' - . .. ., - - � � . . � . _ �_. .__ _ _ f �. .. - _ . -. . . _ I 69" 3'B / ' _ � i � -- 13B-V2" ���. N k � _— _—_—� __ . . L9 -V7.° . __- � � , _. _ _.. . _ -__. . __._ _ . _ . _ _ . _ . I � 6 ' � e � � p�n � : 5'V2" �P . 3 b81 -{� w/ GLaS�C in � .. .. , I � p' I e �111 M � �� . . _._ _ . . I �I _/ L 0 a ..._ _. . . � _._ .. __ _. "' _ _ _ . I t I � �� � °i�y I � �� �I r / Ra,� �� � � �, I 4' r STORAGE �; � � Q O GARAGE � p G'.` ��, �' � � , � ,�- �� i ° U N IT B � z � � � � LIVING _ �,O ^ I � � O v� / ` � C� � -_ �M� -...._. . _ _ _ i ! o � C� �` � ._ .�E oo� -- ': � �K ' g dK o� � 241 I.IN�PL E x 56u GY(' P�JO, � m -J , DECK f �, �I�srl = i5 � �eDU�-I'i �N `r Q q i i ��1 M A � �d � � \ M > � �' �, I y �1 � ��� � _ , i I -- - . ' , � , a , r' F�fli�r- �us _ , , � ,'� �—_. _ . _ __ - «- r , . �. ,� .1_ _, .,_ x . . �� � ��,._�,. , _ < . , _ ..,. , _ ,. ,_... .- — i _- , - �__�, . _.. _._ �, E �� � il - - — - - — A � �A � � � � � i A�a i ' � � i � ��� I � � 6�� �.o I! � i , I o � . . .. . . . . ,i . 5/ � I I i i� i �� 2 �;� � -1� �, ro'�z .* 4 \ � � 5 2' S /k f f -G --- 24 i � �� � h��o. � � � $ o, �r - r�ao.iec� Nunneea � ivo^ _ k � 5 ° _ r 23 5%z" �' . _ .. _ __ . _._ ... — _ . _ 53�0" .__ _ _ . . _ _ _ ..... _- _ .._. _- _ . . _ 90� � � . ._ —__ _ __- ..._ _. _ _- , ._-__. _—_. . . .._____ _... � — --� � - �- - - --�' 29'[" ORAWING NUMBER. _- - . _- .. _ _ -____. 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I �_ .J ,� I , �/ II r 1j� I � I �P� F�rr�t, ES pIPE c:ol. �' , a , ,, � y � � .� �'M6, T � � i� 5EE flih� '¢ i� ���� _ ,ti. ill • 2 %q. � r ,� � rZ - -----��� ' 1 % FPMSe7 2 . � �;A �t y l= ��� � ' n , � %a -���¢4'1 ' I %i ��� 1 �. '� � 3 � . � + / '° �dn fLFhc� E i � �i %I Z �ln � 2�i � � r� �� .n b o � d �4 ENb G/• P � � I % 31 �n 3� � III - 2 j � � D x /� - _ 8 ` �4 �� fEP �E �e.DDLE % I � 3� ~ Y4 �1i �FErIF - � 4 I I - • TioThl SIPtS I d �,�5' � P 30l � I �� �' �-: 14 r z Z I G ° Pk o� ('IT'f `v ` . � fj • L•�b � 63o7 �� L1S r. .J T � � � v v - 3/ GRb � r B � �oW �PT� — - I StE I ���' 2 � 3 � P�PN � ,i —�— � � � � �- �/b �' p '� � . ' � �,i 1 � ' ' ,� , ��x � � �� I ; � � 3� � -rs � �� � % /, ra - a �1, i � \_ � '�Ya Y S? 7. ^IPt � �p M � � 'Ep �• � � � �� � `, SECTION f � � / 5 � ��-� � -� 3 a �, � r'��-� � ��� __ L -- � - --- SECTION K 2 : 1 , L , -- I -___-;,� „ - - - - SECTION � � i = ' - ° _ ---_______-- - , ��_ , . � � � SECTION � „ . . -_— I '' 3�� ¢ STD. PI PE � I -- - --- -_ .. _ - . - 3 � � ,� - --- -- -- --. SECTION G �f0 �" I � � /b� �Pl � 0' 301 �o L?5 � . _.__.-`_- _-- � I �� i '� I Y � 'CS�E '6CC7, (� � ,� �d � �2 r5� Ko- _ � 'i � oo I . � '- c �� �d � S � � - � ' 3 � i � rsEPN Po� K 3y3 ��� � III � 2 / � ��" 4 5 �-E PLP N - i a � � � � �b � �� ---- ' �_��4 - til � �, x , I � ❑ /a- srifv� NC � � � s�E s��r. F) �i iox �2 3 �� � nirE Q � " i_ai L . ita7� IF �ISt4 . t� j1 � . 2� st � i° LPrI � � �� � � N � II __� 1� �� � I^� � �alc 31 ¢ HIEB S IiFENGR �iEYoNh _ { - f _-f-3 ' f4F.hlv '(Pj.7� 2 - �z � ns %z � � ' �� . Z _. I ' � �� I � � P. tao � ls � � �` � O —I— rt 99i = � Z ' `'/b Q' P 30� 15a17s , i � � " I 2 �4 (Il n I � � � ' �'�b �'H , � � � f�?' $AV b L E I I � �� " � ° � II V � 16 -�. it � �zK ��i,�� ,r0 '. 1 ^ � ���, xh%xxa - � �� t �— ' � ii d- I /Iv �� +� � rn 3 {' sY[i v � PE � � � � ����+r� �I %� 3 %z � � %z� �l %a� � � + r� I � PIPE Co� , n � SEE ?LPN �FOJ r' � � ' �^ � '=� = 7 F-� L Lo �„I � ATc � — _—,_ SECTION Q � ------ - -_ SECTION P — ,� --=--- �, .� , � �' - -=- SECTION N � � ��. , �_ o �� SECTION M ,F,�„�� , ti��MaE�, —- -___= soo � ---� . oienwmic �.�� �..�__ Ea =° := ' : :'. _ " ' _' _ -". FOVbN CeqFEN?Fv R . H : l concrete tlee . p'• - beseC uPOn tne ' B� ileing Cctle Reou : rener : s ` cr q , hli topsoii and o�qen : c me : eriel snell oe renc • ed ur : cr : a G : a = eneot c � R� : nforced Con - - _ te ' ' � RCI 3 ! 8-63 � end shel ! he conetruc : etl : n a< rordance fou: : �pe �r sle6s . h . Conforn to PS 20 �or lumoer nntertals , qradinp rules of WWP> , 9mer � cen uitn " Soecifica: . �'.s ` or Structurel Concrete fcr ButIC � n9= � � 4U 301 -54 > end PlywooC pseoc : etio� for olyuoctl , a0^. 1 = cahle puCllcaticns anC r _'�tlartls cf CF�60 ' e� �6 of t � e L35d Unttorn Builtlinp Code . 8 . P11 e.cevetions s �all Ce clean , level end plunh . t �e Net � cnal Forest Pretlucts hssou ation entl the finericen in_ '. : tute of Tim6er Cone : ruct � on entl Chepier 25 cf tne 1988 U� vforn Buildin0 Lcce . B . Pil conc�ete she . : t : tasn n nininun :8 Eay wmprensive stren�: n of 3000 ps � . C . Exmv�tton she11 pene! rate ta qood teer : n� savl es �oeci ` ietl on s. � : s r�oort g , qll innbers �hall be Douq-Ftr 32 or better . Fb� l <50 ps � . E` 1 , �0t . 300 pst . Hsr entreinnent e -�.nl : Ge i1 nimnum for all entenor uork . entl structural drawin�e • C . fl11 reinforcinq e : !t1 shall conforn to hSTM Spectftcetton A615-81 end she11 p . Contreclor sheLl he res0oneihle for snor wg e�ca��etton Lf neceasary . When C . R11 i: lulam heens shall ronform to Fh�?400 psi henCing strese ana he made 6e Grade d0 � _ SS hars e�d emaller antl 6retle 60 for E6 bars end larger . requeeted , the Struc :urai EnO+ neer Will furr. ish as an edEtttonel servtce from Doup-Ftr ttnben R praduel seaaom n9 pen od at moderete te•pereturee � . Retnforcinq stee _ ^ she ! 1 Oe free of looee rust scele or eny coetinqs thet eccevetion 6h0� inq reconnentlntione enC dtteils . shnll 6e provitletl for Glulens u0o� enclosinp ihe atructure tc mininlze � � � excesslve checklnQ tlue to �u0tlen huniaity� chanqes . reduce hondl �0 �==i� � = itiea . E . Backfilllnp cf eacevation sheli be es per hackfillinp specificetion end 0 . Weldetl uire fe6r_ ' snall conforn to flSTM Specificetion h185 . drainaqe requtrementa ehoun on structuraL tlreuinqs entl/or soiLs report . 0 . Roof sheathinq shall he 5/8 ' C-C E%T-APfl 32 / lfi plyuootl unle�s : theru � ee ' ` _ noted on Olans . �j E . Concrete netarte '_ s sha1L canPorn to the Pollaulnq flSTM atanderd F . Excevattona ahell conforn uith etenderCs in Chepter 29 of the 1985 Uniforn � apecificationa � Buildinq Cotle . E . Floor su6floorinfl shall he 3/4 " C-0 INT-hPA 42/20 plyuood , u� lees = therwtse = = ort ! end Cenent � C150 , TyPe I noted on plens . / 1 '�_�,,f' ��'�fGjLtGS � C.]�i c . . =;�r : Cleen , drinkehle F . Nail ell OlyWOCd to roof raiters a�tl blockinq Witn Btl 0 6 ' o . c . n . �e�� 1 .� . _ = :r Entrainin0 fitlnirture � C260 BHCKFILLIN6 edpes and 0 12 ' o . c . at intermetliate eu00orts , unleas other. : se shcun Q Si,: ,;. � a: erreducin0 Adnixture � Cd94 on lhe plene . Neil plyuood to floor ) otete end 6lockinp ulth 8C s` fi ' o . c . i rj1;' N �' �� ? q . �o not batkflll aqa�nst heeenent or retaininq un11s until aupportinq ela6e et panel edqte and 0 10 " o . c . et intermediate ] oists , unlese =dhe�uise � F . N11 roinforcinq 7ers shall 6e detailed , 6olsteretl , and supportetl � in and ad ) acent floar °. raning ere t � place or untll tenporary shon nq is shoun on the plana . J , etc�rtlance wntY tce ' Manuel of Stantlerd Practice for �etain ! np Re _�forcetl �netalled . � Concret! Struct ��es ' � NCI 315-80 L 6 . All TJI ' s a �all con /orm to the stentlarOs af the Truss Jotst inst . tu: e �or � 0 , In no ceae ahall hackt : lltng teke ptace Eeforo conc�ett 1 � ual ! s has curetl 25 , 35 , and <5 sernes : E�2 , 200 , 000 psl . Installatton shell Ge _ s per the / \ : for 28 tleys unleas ualls ere 6recetl 6y spectal shorinq Cteiqned Ey t �e menufecturer ' s spettflcatione . `J G . Concrete pro!!c: c .� � or rot � forcenent sha11 he ae follows � � : �ncrete Doured aqainst earth - � " Struclurel Enqineer . � : :ncrr. e poured in forms hut enpoeed to weat �er or eerth H . Lumher stentlertl ahall 6e finertcan Softuood Lunber Standerd PS '_0 N . . IIS Gere or smnller - l i /2 " C . Cantile�ered rotatninp walls nay he 6nckftlled atter cursn0 �or a 28 tley Oepa� tment of Cannerce ) , SdS , MC15 , �olsture et tine of dresainq . W 6ers lnrqer : han LS - " perlotl wtthout the suOD�rt ot shortnp . /� : >nere •.e not eapesed lo umthv or in contac4 w ! th eerth I . [nstalletto� ahall comoly with th� ' Manual of Houee Frantry ' 6y the S '. ata antl walls - 3�d " 0 . Footinqs antl fountlatvon uells shell he hack. ftlletl : o a depth spectf : td by Netional Forest Products As >ocietion , lncludin9 natlinq , firostoppnnq , � Otner - 1 1 /2 ' the Soi15 Engineer or the locel 6uilGtng cotles to protect epainst trost ancM1oraqe , framinq end hrecinq . henve prtor to pre-wtcter freezin9 of the sotl . J . 61ue plyuood auhfloor to floor � oteta and plywood sheethsn0 : o ehear H . lap spllces tn re : r,fcrcin9 ehell he a ntninum of 36 bar Eiemeters unless ualls ustn9 etlhe_ i �e conforninq w � th RPA SOecifvicetion AFG-Y. ( U . B . C . othermise shOUn ;n : ler.s . Wtre fnGnc reinfarce�ent rmst lep one tull mesh at altle end end �. _PS . Cu ! �ct less than 6 ' antl shell 6e w : retl to0ethen St �ndard No . 25- ] 91 . EREC7ION 6 BRflCING REOUIREYIcNTS N . R11 connector hardue�e is to be �enufectured by the Slmpson Conpeny . i5fiU6D I . ne�,e all bero cc- : inuous eround cornva or provitle corner hare of equal eize manufacturer for loetls tlesi0�ated on : :ructurel end spactnp . F - tvtCe tuo IIS hare erauntl a1L openinge , extendin0 24 " 6eyond R . Structurol tlreuings ere tntended to tllustrote the finished strutture Wilh Nerduere ahall be s � zed by � 9 f���L �9y � etlgt ef opentnp . all elements in their ftnel pol � itione , proper ! y eupported end bracetl . The drawinps evei !able frcm the atructuro ! enqineer . HEViSFU contra< tor is reeponsible for providinp lenperary shorinp antl leterol J . Prov : Oe tontnnuc _a sncer 1-eye at all told )clnts nnd elsewhere aa shown cn brectnq o / frantnq durinq mnetructim to ac�ie�e the final etructure . L . Provttle eol � tl Olock � np of the eame eize as refters or � oiata at lv - es not lo e�ceed B feet naxinun sGeu n9 • tlrauinps . � B . When requeetetl , t �e °_ :ructural EnOxneer will furnish ee er aEtlitsone K . A1l anchor 6olt = ' or column bearinq pleies e �ell he pleced uitn sstt � nq eerv ue tanporory shor : nq entl hrecinp reconnentletians anC detatls . M . Maximun nei L �q shell co�forn to the follow nq ne � ling sthedule � 1 . doist to sill or qirder , toeneil . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-80 templatea . Grc_ : beneeth column 6ese plates end beem �earin0 Pletes ahell . . . . . . . . . . . . . . . . . . . . . . 'c -8tl be a m ! ninun of ' : ' c ' non-shrtnY ' En6eco " , " FivrStar " , or eooro�ed tauet . 2 . Britlqinq to ,7onst , toenail eech en0 . . . . . . . . . . 1 :.5 ' sutfloor or less to eec � � oist , fece neil . . . . . . . . . . . . . . . . . . . '.-Bd 6 , W CGr tna� 1 ' r6 " Su6floor to eech � o vt , �ecG �a � l . . . . . . . . . . . . . . . . 3-Btl L Equ :Gnmt ehell be orovitletl ( or hmting t �e concre : e �+e: eriels end � prot ?ctinq lhe - onc'! te tlurinq freexinq or n<erfreecinq wmther . RIL 5 . ' subf � oor to Jaiat or qirtler , blintl enE face �e � 1 . . . . : : . . . . . . . . . . 2- 16C naterial5 , �orne :oC cert � in contect u1t � toncrete sna ! ! G! free fron 6 . Sc ! e plate to � onsi or tloc �. inp , face nail . . . . . . . . . . . . . . lotl ? 16 " o . c . frcc : , ice enC a � .W . 7 . Top plate to stud , end net1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2- ] 6d 8 . 51ud to sole plate . . . . . . . . . . . . . . toenail uith a -8d or endneil . : : h : 16d 9 . Oo�[ ! e0 s : uds � `e_ e nail . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ! 6C ? :< " e . : . M . filI co"_rete s�e _ ' _e : ncrou9hlv coneo ! iGated hr v : Grat : ng r . . .�p _ np eu- : og � . . . . . . . . . . . . . . . . . . . . . . . . . . ` - f - . ^. , r. : ` : t Do... . EC : ce [ ie : ee , face ne : l . . . ! 5c I " c . < . placeme�t , anC t -�z : ! C! t �oroughly Worl.etl arountl t �c re : n _ . . . r �. ec _ _ � � � � � • � • • � � � • the corners of : - _ . �^MS . Xoneycan0i�q Wi11 not ❑t e:cec ' zt . e . I1 . Toc c - a : e= . ! aes antl interse: : : c ^ s , ` ace r,eil . . . . . . . . 2- 1 c . . � ^ Cc^ : inuous neaae� . ' uo piece � . . . . . . . . . . . . 160 9 16 " o . - . alor � y _e: e pe 13 . Leil : nq J ; i = : s : c o : a : e , toer.a : l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " c ' : oenail . . . . . . . . . . . . . . . . . . . . . . . �-6a S�EEL .. : 0 S4UC � • . . • . . • • • • Id . cnt : �uous ee 'e� lc , re : l : n9 : ointe , iePS e.er oer : � t : ene , te< e ne : ! . . . . . . . . . . . . . . . . . . . �- : E [ q . R11 s: ruct �rel siecl s',el ! oe ar. tnittl . ` ahr, cete : antl erccteG e:cortltnq to 16 . Cei ! � �p ) w stc : o oerallel raftere , iece r.eil . . . . . . . . . . . . . . . . . . . . . 3- 36tl PISC " Saec : h cations ' . ! '°O t "•e ° : SC " Lone cf ? : e - tlera Prec : : ce ` , 19?E . a�c 17 . Refte� ! o Gle: e . ' cene � l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -etl Cne� ter :7 cf lhe 19°F uniform Bw : tl: nq Cotle . 18 . 1 " 6ra:e to eec� � iud antl plate , face �ei1 . . . . . . . . . . . . . . . . . . . . . . . . . 2- d 19 . 1 ' n8 ' Sheathl �q er lees to eecn bearinp , fece nei1 . . . . . . . . . . . . . . . . . 2- 5tl B . All structurel ateel snall co�forn to 45TM Spec : ` : cnt wn R36 e,.ceot ❑ i0� .0 . w � tler than 1 ' � P " ehm! Rt �q , fece �ai1 ea< n Ocer. nq . . . . . . . . . . . . . . . . : -3 � Colunn5 uf� lCh 5he11 C :'+` Crn to PSTn S�eci ( . cat : = ' q5'. an� tu�e SnepeS Whtch . . . i6d & :ro . = . c 21 , efu � lt -uP carner s ' utls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s�a11 conforn to fi57M Saecif : :at : on h500 , GraGe 22 . Bw lt -�p qirtlere e�tl beams . . . . . . . . . . . . . . . '.�tl 0 3Z "o . c . et top a�tl hct ! om end atapGe�ed 2 -:0E et e�tle end et each acicc _ C . RI1 connectione shall he r�ade with Golts ccnform: -q to NSTM SpeuficeL cn 23 . ? � DlankS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2- l6tl et each 6een nq R307 . See plana for any atlditlonal eheethtnq and tleck : nq neiltn0 notes . � . A1L ueltl �nq a�ell can`orm to t �e finerican We . ]tnq Souety ' Structurel � Weltlinq Codn' , 198? . All structurel ueldtnp .hall he Eone Oy certifieE N . flll heatlers shall he :-2a12 for 2x4 uella and 3-2x12 for 2x6 uella un eas � welders uein0 the shte ! tletl electric arc process . : : � E70X% e ! ectrodes : lou ot �erui >e shoun on the � le�s . R11 heetlere ahell 6e aupPOrtetl hy one trnnne� � each eatle unlms ot �ewise shoun on 01ane . � hydropen elettradee s�elt he used for utldinq bol : e antl reinforctnq hars . 0 . All eKierior wells antl � �terlor load 6eerSnp uells shnll be breced et eech � E . Steel her � oiats shall Ce N Seriea entl Ceslqned . ' !hricat !d antl erected tn and anE et leeat every 16 feel of lenqth by Sinpson LWB 126 uell. 6racsnq , eccortlence uith Steel Joist Inetitute Specificetic- s . 6ENERPL NOTES � unless speufic leyout or olyuood sheathynq ts intliceted on the p ene . f . Steel deck snall 6e Uutcraft 5/ B ' 2B qaqe " CanPor - ' or app�oved equel . 7hie !lructure hee bet� tle• : y�ed to neet the requiremen: s cF ; __ 1929 � ^ p , qll EW lt -up qirdere , heans enC headers ahall be qluetl wit e t� � �e Uniforn Butltllnq Code milh n�endne�ta ee aCaDted by the Town cf Va : l . conforminq to HPA Spe< ifscatlon hFG-01 and nevLeC as per ne � linp scheCUle . G . Unless otheruiee noted cn the plans , trened beam : :nnecttone shell conslel � � of peire of V 4 ' enqlee using the mexvmun n�+aer of 3/6 " Clameter halts R11 on : estona or conf ! icte ce! ween �er � ous e ! enents of the worl. : np dreuanpe � Q callttl tor tn Tehle II cf the hISC Manuel for the _ean reect � cns shown on 0 . All nudaills and uood used nearer then 6 " to the eerth ehall be California a�d/ or eC« < ficatto�e ahn : : 6e 6rouqM to the at ! ention of the 5 ! �^ucturel Reduood or pressure : mprepnated mtth an approved preservetive ee s0ec � fied 0 � I � Olans . Enqineer before proceed ; ^�: mitn e�y wark ao involved . The ge�erel tn U . B . C . Stantlartl Nc . ZS- 12 . � Q contrec •ar shall +erify � � '. Cvnensions end tonditio�� et the � ehsite enE � z � M . ExDeneion Dolts cal ! ea `or cn the tlrouinqs she11 _ _ ' lrubolt ' or ' Red Mead ' shel ] 6e res0ons � t : e fcr c : [- d : netsan ef nll uorl. end materiels : �cluEinq � uith the (o11ou1nq nir ; nun ew�etlments � R . Sill plates shall te bcltetl to fou�dations Wilh a m:ninu� of ! / ' tl � eme er � � thoee furntehed 6y eubcontre - tor � . anchor bolta spaced at 4 ' o • t . end emCedded 7 " snto concrete . There ahell O J 1 " dieneter - 4 U2 " be e ntninun of tuo holts D�r piece with one 6olt located uithin 12 ' of each Q 3/4 " tltaneter - 3 1 /4 ' Lsve ! oad7 usetl _ n deatqn � end of each pie<e . � U I � 5/8 ' d _ ameter - 2 5/8 " q . Roo � - 80 pef 1 /2 ' c -. eneter - 2 1 / 8 ' B . W:ntl - S . Wootl etutle ney not be cut or notched to a tlepth exceed � n0 25A of their m I Provtde 12 6olt tlieme! ers apacinq hetueen 6olt5 e ] 6 helt Ctemeters 6etwee� �tes than 30 f!et - _S paf uadth . �ootl �oieta or ra / ters may 6e pmetrete0 with a hole �o larper t �en d. J centerline of bolt antl eEge cf cuncrete . p�er ?0 feet - 3D D' ` 1 ' Enaneter locnteG a apProxlnately n � d-tleptn and nidspm of tne men6en � Q � C . floors � d0 ps1 Rny devietlon fron this specification muat 6e apOroved by the Structurel � � � I . Heatled entho� studn ( N , R , S . ) shall he attached : . structurel elenente es p . Ear: nqueAe - Zone 7 �J2C Enqtneer . M shoun on pians wit � e ueltlinq necht �e apProved c � lhe stud nenufacturor Sn accordence with th_ manufecturer ' s ueldlnp specv ' : - at : ons . The foundatio� deai0^ Wae C! asd upon an nsaumetl heering cepncnty of 500 T . fllntmun unEerfloor clearance betueen eerth end uood fre�in0 ehall 6e 18 " t :; � V paunCe Oer souare foct e-d en essumed la! erel prossuro ef 65 OounCS per floor �o � sis antl 1." to Floo� pirtlers and ledpers . � J . Furnlsh one print antl cne 5epia of shop and e�ection droutngs ta the cubic foot . These eesunp: : =�a are to be verlfied by e litenaed aolls � � SSructural Enqtneer � ur revneu prwr to the fahr : cetion af eny steel . eng � neer at ! he t � ne : ' e> : s .at : on . U . Studn tn eaterior uells antl : nterior 6tartnq wa11s which eu00ort o�e oor ��0 a r'oof shell not he lesa then 2r4 ' s , antl w� � ch support tuo floors end a � d K . lJnless olherwl5e shoun on plans ell colunn cep p : ! : e th ukneeses she11 ha roof eha1L not he tess than 2r.6 ' e to the 6oltom af Lhe louer floor � oiate � � epual to the thickneee c` the bean flenga that hc�� s upon it . entl 'u4 ' s for the twa uPP�r uells . A1l etude i � exterior ua11s and tnterior B htarinq ualLs a�elt be � lacetl et lfi ' a . t . unless otherwiae s�own on ale�e . � L . U4 " Olele ueC stif } eners shall he provided tn a . . Geane at all heartnq " locai : ona end et n11 Coints uhere :he heen carr. < e a reactton fron eha�e . V . Floor ,ioists shell Oe tlouhletl unCer ell perellel uell Oartitions . N . Rcof deck shall 6e 4ulcraft 1 . SB.4 tle. k or eppro . e : equel . W . Me. imum heaghte for framed ualls shell 6e L< ' for �n4 waLLs end 16 ' �or 2e6 • ua11s . N . Retal e.tertor stude snall he Metel Stud Lorp . 6 / : ES or approved equel . ,� % . O �nenatona for franinp shall he ae oer arcnitecturel draW �nqs . 0 . $teeluork uhlch wnll 0_ ccrceel!tl hy iM ertor bui . ] tnq finish or w: ll C< . � PFOJECI Ntib�dLf+ contact uith concret _ need nct he ?t = nle0. F : : other steelWOr� shel : �± . piaen one s�op coet : � �ed oritle - inc t �ramate pe . - t . finy snop pe . nt sr SP EC IFI C AT I O N S r . Al1 tlicrolans shall co� forn to ih_ 5tantlartle o ! the Trus Joiet ! �stit �te for 9001 g i /� •' , ! I 7 ( 8 ` , 14 " , :6 " , antl 16 ' tleG: ns : E• : , CO@ , 000 psi . �qqwiN� NuMeiF� surfacea ee,7acent tc corm�c : : onn to te fneltl welc! ] shall be were brusneC tc r_�uce the ❑a : �t f _ : . � _ _ � . ^ � nu- . Touch-uo oe : - '. � n� ie requ ± red o� a : l .- , =_r. -�r ccntlitione ro u :re Germ� -e ". Z . °. 11 Ciu ! an5 and niC^clars e. pcse� ' c _ . - 7 = •. f- ? . . __ _. _ _ . . _ . = F s ! nntlerOS C1 and C . o�eeer . e ! : . e . �e+_ tmer. . _ _ _ �-o� oc-� __ .. . . . . . . � � _ �� �° � — , _ � � o I � e � _ _ 3L 3 '�Mlc�o I 3 3IG I �' � �� ; :o G � ' ._ ��- — I — _ 'I � ��� - _ - _ _ J - - , _ �_a, _ ; " I � � _ �'�( � -- ' � _ , __I , _. _ II __ _. . � , 4 . _ '19 . '�� � _ 3I9 . � • • i _ , , - _ � . ,I �� - _. - i . , � � � � . 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THE PRIMARY BENCHMARIC IS A SPiKE IN A . p��0' p:� . � � � � �.;, . PINE TREE I.00ATED 28 Ft:t:T SoUTIiEAST OF ,ti :�4,? ' ,� �v� ,r� �� THE NOkTHwEST CGR27EA OF LOT 4 , GORE - — ' S' ' 4 ' � � " CREEK PARK . ELEVAT70N =100 . 00 . � � �°. � �--� ' . . � ' k\ ( ARRITRARTY DATUM ) � � o Z . UTII.; TES SHOWN ON THE ACCOMPANYING MAP � F tF cf ARE LOCATIONS PER FIELD LACATION OF p° � �f:'� sS. . � � �O� - . � '���, F<s - SCRFACE STRUCTURES . NO UNDERi.ROUND � ' ! - - 'f�� �b L7NES wF.RE FIELD LOCATED . THE GAS LIKE � 4j� - ' - � � �' `4.�' SH7.� N FUNS ACROSS THE F.NTIRE W7 �'PH OF �a .•�,� ;, �. _ � � LA�T J , BUT TIIE EXACT LOCATION Oi 1T , . � � ' „ � �' rV ANO AN }' OTHER UtJDERGP.OUNU U'I' II. I 'IIES , � � - ° ' � � CAN ORLY BE �tTENMINF.0 RY TIi6 GG'dtK!i : N:; ' �'� > . � � l�: C. IT1' COMPANIES ON UY FIELD > � c� . E%CA'.ATION . J , . � � , - LOT 3 , �`,' i -� � 1 . HCCESS TO LOTS 7 AND 3 MAY :;-GLY PF. - ' • p ' ' ; HF 'UGH THE F.ASf.RENT OESIG;iJ���'FD C4: Ci : F . '� �� P .AT OF GORG CHEEK pARK , kECC!I!bF.G ��.$ � ' �.� 6\ � ht!G1.!ST B , 1979 IN 800K 20 ? AT PACF. J ' . , ' \ ._, 9e, . �A � r fL '�.-�UNTY OF EAGLF„ STA'PE UF COLURADO . . � . � �':iK C 4f �:.. M.'� . V � � �T ti . - n: w:.F . -. iec . '�� � . . FI.C��?C+ Pi.AIN INFOFUfATION Dh;RIVED FRGM � � ^ ; � � � NA: : :)NAl. FLOOD INSURhNCE F'[AOD B�::�N `AHY � . . ` pe•' . / ' _'_' . . :' . . � .. .F �' � h' � �� A ` �. F : r :��, WhY PROPILE. COMMUNITY - ! A•: F. t . , ` , � � � . :. F : � i54 C007 EFFEi"� IVI[ HTy < 1 �iF , . � �Q . � � a� .�, �` �R�j . " —1 ! � ♦ � t �` �,'.n \ �:� . I � '� 9� � �� �� ' , � — �. � —�� �y t ��.�� e / C : N'_ 5 E " ' . � O' i�'+k � . . � � � �p � � �i �/ . O ," ,� s �q . , A �;�� " ' (* � � ��s ,•� �\ � � P3o 'sff � c�,Q� � \ . , �,� - , ,... ; �. � � a.� } ♦ \ ( ti�. � �O� `''e�0/�� `..1� < < ` <.5,.� � : �. � 9� eU SE � p 1 kf P.�1F W/p�. 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