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HomeMy WebLinkAboutGORE CREEK BLOCK 1 LOT 6.pdf � �y � o�PosF � � � ,� F � � f� ,� _ �< < , 1 � ��� ' � �- lu� � � � L 10 2001 ? � � 1j� �.^ — c7i � I � � - . � ��y ► SE�' LDC.l�Tlar� o � � T �� � NE,Cr Tr� �uL �E S � � : �,��'�� � SP�.r► CC R. �UrTS � � v�so S�Zy �� i �i/� x � rv� � '� � � 1 � J���� � �� I � �` �1 I /, �y �\ � � � %'i� �� � � T '� � / ��: � j �" � � V/ y-�7ytMN.�� -� sgn�HS � , �I.�����\� � �\ ` � \f���,.,.. � ���nlr ,-� �,rt� � `11 • r • _ _ � — / ¢ _ o . e �A S 1 f-' � �A ' � �f Il��� � = if���, ,��, � Q �F��r- - �� . � � SSr�� � ii�� � ,� � 1� � _ ,TS A r �; \� \ � c� = f i � . N \e� �j �\����i�-7 � V �� � �. �y � \� �� �� j � Q��,<' W � � X � � C ? '� , �\� W ,n �C � � o e �W x � 2.�h S �� ' � J`P , �`4.r.�'?� /� `\ . . nn . ... •�� " . . . , , . ; . :' • . . . . . ._. . , . . . , . . . . , . . . . . . . . . . . _ . . . . . � . . , ._ " �r . , . .� . . � . ' . . . , - .. . .. . . ._ . . . .. . . . . . _ . , .. � . „ , . . . . . � .. . ._, � . . . _ � . . �.- . r ' " ' . " � . . . � , � ' . ^ . . . . . . . ".t ' . r . ,. _ � . .. . ._ . . .. . . _ . ... � . I. � . . . . . . . .. . .. . . , . . . � . , . . � . . ,. _..._. . . . _. , .�t . � . . . . . . _ . . ' _ ii . ; - ' - _ .'. , . . . . . �Idr STUUS �' t �i" W� ___ _'_-�- _ �1 /i." P�_YWD. OR �758 SHEri�NING - - � ' /2" � x 1 �J" A . @. 's l� 48 " ! ; � iN CpNi . fiRFAl'EU 2xt2 �' j -- FLGOR TOPPING PER ARCH . I� CONi . TkiD, Zx8 l .EIJGE+2 W/ � 04' - 1i 3 4 � � 1 /'2" C� x 10" A. B. �; � 48" � �- 3/•1 "� X °i 1 %2° EXP. ANChI. � �/- fA. PLYWD . //-- 3�4�� T&G STUPQIFIOOP, �/i � � � ;! 4 " fNOTCN LEOGFR iNTC? FC>AM) / / j I IN CONT . TREATED 7x12 � � - - � _ � � _ �� 105� - : _ _ �_ � / � ,_ ` ' � _ � � �. _ _ � .: _�� �_s � ---v � � II �� 1 - - _ i i- f. �. PI.YWD . � � �' . � � - -- -- _ -- =�n it � 4� - � , � �R, TYP -- - - - - 1DA ' - 1t 3/ a - - - - - - - - -� .- � .- __ _ . . _ . - - � , -_ r T _ _ _ _ _ - - j . U. Y4. • - -� — - - - - =:�w- - - . . �v- _- i . ) \4 . i i I Wi) . - - � - � � -� ''. _ _ _ I _ _ � `"' --1�. . _� - _ ` I r t ! --- , - '-� --- = l`' ! ' ; _ _ _ �, �, J :- �:L(lPF ;� ACi i� , . - -- �, �' I_ .. " - -�__ -- .. .. — �l. lU' ¢ i � . . - _ . . �' I -- - ` 7l1 ji A;? T � I � �. � f�� '.� . _ ' Zk8 S � 1 F - � . _ . . -. - y C'9 YJA1_l. � r - ( LAP lJl' s) - ���` �� i - - _ _ I �j5' s VERT. � 1 n � -- �. __ . _ . -- I I �•- - _. _ _ �, f � CENTERED :M WA�_l - - _ � _ _ :. ( l -- - ` ' -_.._ .. ! ' ' ' ,, � , � ; ; � ,� �� t F. ., _ � � ��--- 2x6 STiJUS � 16.. --�-f\f- - ---- 2x6 � f�DS 4� to i i � I � _ _ ��� I � . — 1 /2�� R� x 10�� P. G �s "� 48�� � , � '�n r� B" CORE CONFQRM VWFB -�- • • - i =- �N CON i, i?2LA7f_C) 2x� � 'ry' -- {� t- - ! � w�'i ,� CEN7EFED ON FTG f_- � __ 1 �2 ,� �b x 1 fJ" A .Ef 's � 48" CJ � rn _I - - �"`��-��"' 9`� ' � � � 4 � � IN �UN 1 _ TRC� 'tE�C [ xt L IF � �7 rn rn oa ^ 1 I � . --- - T.fi.� I I � rn rn \ s • . _ % ,I � � _ 8„ ..:ORE COMF�RM VWFB -- - -� �' _:_ . -! 100' - 0 �j o `� � CENTER[(3 ON FTG. 99 ' -- 10 7 : f�-. ,�y F- a x 4 �. --L--- - --- - ° • ; T. O. 5LAE3 � > rn r+ a - �T. D. W. -- , II . . -.a � Q c m� 8° CURE CONFORM +lWF�3 -- .Il I � ° �CENiERFD UN FTG. - -- N5�s `✓FRT. � 16" F y 5's CONT. HORIZ. �9 10" -- • _ CeNTEREJ IN WAl_I. _ �� �� b��Na`t' � � �,� �ONE EACH COURSE ) a � _ I , ` � ,,�/ Z Q' n � o- Corir iR� G. 2x � 0 i_EUGE� wj-- 1 _ � s n � � � 'u� - I I' ` � `�--- #5's V[RT. �D 16" 3/4 "as x 5 1 /2' CXP . ANCH . - `� �� x �5 DW�S x -- ---- - -- - - I I CEN 'tERED IN WALi � :''�'� (NOTChI LEDGER INTd FOAM) \ = 6 ➢ v � 16" ��' � � � . 6" , I - - -1�-Z- ' �fi' .- _ � _ ,' „ 5' s CO�. T Ht.)RlZ. � 110'� --- S�s CONT. HURIZ � 10" '! u :`, (2j-- ,ys's coNT . r+oR2 - . - ( ; " A��- _ __ � , , r.a. � �_ rw�. _ -� -y. -._ - __�_, - � ` ) ( > ' TOP & BOT . / �; � ' � (c�NE FACH '�OURS�. ONE EACH COURSE � - ,� 5 CON i. NOP. I ,. . � 1 G" Y I + \ ' (ONE EACH COURSEI � - CUNT. TRTD. 2x10 LFDGER W/ , � � N , , _ ' _ , 0 x 5 1 /Z" EXP. ANCH. � 3/4 " , _ ` y-�--�- . , - _ - � 24 ( OTGH lEOGER INTO FUA ) � 95,_- 9 3 4 ~ • ' ' � • -- - -- - � 16wLc x (c 1� � _ -- ------ #� G'WL5 K U M N T O. F. �--- -- ^ -- � � -�� • - _� 9 1 �'l. TJI/I'RO - 150 C� i fi °-' _ � 16'� _ 7 � _.��� ..F —1 �, " a� ° � `� !�.�� ��°j ���y�hi,��g� • • 6� • _ �� ��9 0 PLYWD . _ . _ ._ _ - - - •` �_ A' C012E CONf OP. M VWFB • . . .�_'�:�_'�ec_s`===�r . e O • h�i ' • -- ( 2)- �f5's CON7. HQRIZ. ' � � - - � � - � ---- ) - p�5's CON I FiOf?IZ �jt _ CENTERED ON �TG A" 12" 4" �� � ��c� � TOP & BOT � IUP & aeT __ _ _ - - - ~n - - � - - ' � o. fJ l � ; _ • _ -- - - PERIMETER �RAIN -1 - PER SUiL5 fN�iNEe�? � • _ 8° • ya� — � � a F�t�� Cn�. Ni �k No � �� iawr� . y � z r,n PRO- 150 � is"� _ � � — 5 owi. s x �' � Q � —_ —��_ 93' -- 3 3 4 � � / :. - N i 1 . 0. F. SEE L�� TRIL 1 /SbP e - ----- - ---- - --p-- . C� 16" cv __ 1� � HEUCAL PIERS NOT SHOWN oP , � a �JS's VFkL � 16° -�' " � . 6 � Sl' �,EE DETAI� 1 /S1P � - � CENTFh2ED IN WALL Q �j 4� � Z� 12" � �� � �- lOP &`i �� ONT. NGRIL. � M O M� � --- — PER1MElER DFtAIN �93'- 2 1 2 _ _ � � � 7 ' -g" � ' _ �^ �'ER i01L5 ENGWEER Y � .O. F. /� 7 SCALE : 3 /4 " = 1 � - G �� ` . e HLLIGAL I'ILR NOt SHOWN � 5 5CALE : 3 4" = t ' - 0 " 7' ' ' SEE DETAI� t /S1P � `� v �S S� _ _ - - ' � A� 4"' 12'� ,4" . 7 /2" 0 x 10" A.B. 'S O 48" 2x6 STU05 O 76 ' W/ ----�_ j � 1 /2' PI.YWD. OR OSd SHEATHING �� � � ►-� IN CONT. TREAiED (2) - 2z6 R' s �x6 BLKC. �-8- � [[��]] �---1 SLOPWf CONC . SfAB ---� 1 /'r' " TRTf7. PLYWD F'C)UR iTOP --� I � � � � � �7 (SEE PL1aN) '�� _ � . ^ � SCALL : 3 4 " - 1 ' - O „ 1 "1 0 x ? 0'� A. E� , �s � 48° r , ( 1 ,- �4 CONT. SLO?IN6 C�N'C. SLAB --- S5 , � � IN CONi . (REATED ( 2j- 2xi2 Rs � (SEE PtAN) /-"-r---- I , -- -� � 109'- 5 _��__S_LdPING I � - T. 0 SL.kB � Y T �. SLAH � ' ° CONC. PIER I I - LOC COL. PER PLAN ^ � [�] '� �----T. O PLYWD. =_� ' - �- ..-sv _ " '=� _- _ I CAP � ' It /- 2 - 3 TIE5 x � �J ^ � r�-� `ar ? 08' -8 7[�9 1D9' - 2 �� - r0�' _:a 7 8 ( ) N I -� '. - v� Nj � I � I' /f ���\�, ------ T. O.W. - Y � T. `� PLYWU . k _ _ �- T. O. VV. -� 1 �-6" - � � 1 ' - li `�L I I y\ � � � � 1 �_l � `� - a. \`— �a Dw�s Y 2 ' - o _ _ � . . _ . ' _ _ l " I � � � '_ �J f (� 2+"' �{ ^? i 1-iELiCAL PIER -_ � ,. . � ° G c� '� i i '� • • I ° � i , .° �BEL.OW) io � ' N � ; I I I � ��s �4 )- �4 's x 1 '- � 1 3� 4x � ! 7� S L'�L t� 16 " -' _' / �lx I � 7 i 9 L\ L �t� 1 6 " - @�J I `�� � � r� } — RABBIT EARS PER SCHEO. � �� � �y�� � � ^ -- - I WELpED TU TS r �1 - , \- - WATE.-RPRODF MEMBRANE .� � 'F- '�' --- CAP R_ P�R SCHEDUI F � v 1 �- _ PER ARCM . ,° - � 1-� ( q � - #n' S y � ' _ � � BOIT PER MANUf. � f••�.J TS SLEEVE --� • , PER SCHEDULE 9" 9" � O F-W : ' ! 7 ) - �3 il� $ x � � � -- - t ' - 0 HFLICAL PIER BY � � � OTHERS. m � . ° - � . SEE PIAN FOR Mr+-� -- LOAD CAPACIIY i � _ ^ . e e /.� � • w • • �i/ � - 2 SCA�E ; 3 4 " = 1 ' - O "' � - � 5 i' E-^1 �' '. . � '� i 2x6 STUDS � i5" W;' 0 I 1 /2" PLYWD OR OS6 a 8" CDRE i:ONFORM V0F'8 a' CORE C4NFORM VWFS ------� � SWEATHING CEhJ1ERCD ON FTG. " � CEtiT 'tRED ON fTG. ' ' - � a, - ,. � 7 /�., � x io" n.e. 's � �e" designed by _?FA ---- . • - i �N coNT. rR�nrE� 2x� z � drawn by TT� ___ _ _ �o e - gs�_ 2 checked by — T.O. PLYWD. .'�-" -r,= _`_ - __ 95' - 1T 3/4 `l _ - �f5's VEKT. !� 15 " `��— �5' s VFRL � 16 " ._ . _ _ ' �EN TERED IN WA1_��_ � CENTr.RED IN WALL u e ti o • �II / ____ T,O. W, � I$SUHd �� 11• '��� , � . .� , .� - _ -_ • �, F' ERMIT 06 /27fOQ � - ' .. �-8" CORE CON�ORM VWF6 �--- s's coNT. Morziz. � � o.. . -� _ _ _ � ,� 4 � �� a , or,, ,�;� � a" , , f - -_ , REVI5E0 08 /01 /OU 100'- 0 .�• �, tU0' - 0 . - 9 ' � 2 �.� �,/ rRO - 15C� � G - _ CENTFR[O ON FTG. . ONE EACH COURSE Y ;--, � . < I qr �i- f l , � . .:�U �• _:t ) _ _ . � � � T. b. ;LAB �� ' , � ) � i , p -5LA0 (�'s V[.RT � t6 " -- -'� - ` � --- -- - - - CENTERED IN WAf_L �ya, �i� . � ' 4, �i�;4� �' ^ w - Iu1' _-- 5's CON L HpR17 . � 10" -- --- _ _-- - - --- �di� -- -- - NS nWl. `: ,; I a� 'f - -- _ _ - N5 DW� 5 S :�' ------- - - � NE F� C,H �OUk - - ------ '�'�. � 16" i.i ::� � � F .� " h,�, #5 DWL x ; � A � - ' Sc� - --------- l I` � \ � E" � 6" � � � ��'EYONDj F>.. F � ' �-( 2)- #S�s CONT I �ORiZ ( 2)- l15's CONL h10RtZ. � _ _ - � k �'s < <.�r1 : �-� �,il�', ?. I-� • � - � TpP & BOT. - - - /-- TOP & BOT. � ,� � E� , l . 92 ' - 7 ;�4 � ; - - _ �? 4C;B�T EAR5 PE�� SCriFU . _� - • _ ' • - , , - � �--. ._r F ' �_-�_.-_ __- - W�l_JED TO TS r , � N�iICAL, PIEI? NOT SHONRJ �f `r' �i � I -- C.l+ �' f� PFR SCHEOULE Sr� �Pf SEE f)F7A.iL 1 /S1P � � - _ —_ ,.����_�L"�� - ` . -- - ---- --- - - � � ._ � �L:y_ !L � �_,� i ('NR�. L ..- - --�°- -� �- - - � --- -- ' I _ T C F. i ' � i: � �"--- ' - flGLT f ' Ef? MAPlI.ir . ri'r. lJt �l_ °I (. f� i � l ' ' ' f � � � �- � _ � �, r� s��e E -- _ 4 ',� ',' � „ _--- ^ - � F ^ ' - �FK S�HI DUI_i: � � , /� 4� 12 " 4 � '4 I �,' _ I;q,. � t _ _ -q..� - D ' `_ � �y/ � ; ,� HELICAL PIEF? fiY -� , � � -- PERIMETER pRAIN � � FFRII.d� T1=R DRAtfv QiH�RS. �� --- � � �`-- 1 '- R" PE-R S�?ILS CNG1NEEk I, � ' _ � • 1 PE:R SG1LS FNGINEER .�sEE PIAN I�OR - , x -- - --� LOAI) CApACITY I + , v; ,4 ,� _ � . � „ ,� � _ - _ .• ' _ � � SCALi. : :S '4" = i , - ` .. 6 SrALE : � � P, IE : 3/ 4..• i 0 •� � i i 5� ? ` cg _� _ . ^ . _ -. _: . ' .� ., . . , . , ; , _ . _ . - .f . . . . . . . . . . . .. . . . . . . _ _ . . . . . . � � (� ``��IO�1���� /V I `v � � •� � N W � 1 � _ . ., . , . _ ,. , - -• . ' . � ,. . . . . , , . � _ , ; � � oc d : a . , ; i . . ,, ., . 'I '._ . �.. .. . . . _ . _ _ � -. _ _ . .. . - � - ,i ' .� . , � . . . . .. r � - � �� - -�'� - - - �� .. ._ _ . . .� - . . . . . . .s ~ - : ' . . . �� � � ; o I , , .` � � .�� � i � i � j � �� . Q 0,0 �wM�l i � � �� � � Q� � F�;�'� � ♦ � \ � I c ��.�- 9 — — — � .! � ,� �t- / �„ fi a ,. \�\ I I '� I i ui rn r- � �' U � m �n — --- --__ _----_.—_ � � � — — — — � , � k= -- — — _. _ -- -� �--- -- - --- - ---- � - ? � rn °' ,� I I , —�--- � - - -- ----- --- ---� � � � �� _ � I I �o� � � � I--- - --�-•--- , � � o � � _ � ._ - - - I I � I �1 CEL NEUrpL F cr.RS: �1 � ° a I � � I � � ` � I / _ � � a . S!e e l h e l i c a i p;e r s s h o l l b e d e s i y n e d a n d i n s�o l l e d i o r e s�s i t h e � c w� , - --- ------' - -- ? -- - - - ---- --- -- - - -- - I ❑ nfac !�; r�3d dessyn !oads os shnwn on Sheet 5- 11� . Q ��- � - --- - - -- I I � � � I / ------ - - -- - - -- -- - - � b . Instolie-�' Quolific��icns: Insh:711afion shalf be d�ne by ar, quthorized � � installatioo �ontractor . °roof of current ce�lificaSicn witi� the � � � � � , � � � �, i mneufu�criner, as ar� authorize�7 �n;io!ier of ihe Y�eliral p�ers beiny � '� ev � I '�� I � �' � � � u =.��rJ, ; f�all 6c submitted to li'�e Arch�tect or Structural Engineer Z � ,� �n I f � ;' � ! I I � I I � � �rio� kro starl.iny installai�on. � � a ao I � `��i I � I � � c . A repre�sentative af the geatechnical enc�ineer shall be present during �, � ,,� I , I instolfaYton oi the helical piers . ,_ ;.i - I I I I `E/ � c, d , Soil coirrpsivity un�l required mediutinn yhall be determ�ned by the � c� •��,, ; � I ( �! � � 'o heiical pier supplier. ,, -' :r ° `{' \�- I <<`ti� `x' i e. Sut�mit shop clrowirtgs indicatir�y shaH ond helix sizes, ineluding � � ±� "= ' bo �� I I Q � � ( I � I a� manufo�clurer 's catalog r.uts and �lota sheets. � I ; "' I \� I �.�r� I - � t � I ! . The std�el helical pier system sh� ll be ICf30 opproved . installinq ��� 1 � � �j� a �;% ' ront�ocdor shia�l furnish evidan�e io the Struci.urol Fngineer ��y , , " � Pier ..f e�ceedi� �U evaluation reporf or "ER° riumber. ; eGns of the IC II I � I -�---- .----- --_-_�- .--------� _- - - ---.---- - -- --_--- �._ - - � -- __ -_ _ ` - q . Accepiable tc,lerancP for nliynrnent oi teG, of pier ,holl be 2 ini:he�. - -� -- i4' - 0° � �-�\ r-� i 1 - �_ ' � g his omount shcU be remcwed and redrilled . Oo ' 7 -------- ----- I I � I � i' � n. , . �xce pier lops into alic;nment. �-� - o.. 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ON SHEET Si FOR REMAW�FR � ►-�-� � � � J.,_ ��_.;����� f n �- � ' ��-�^�_� . �/ , � - - --�— or iN �oRCnn r� UN �- � � ------� � I - - - - ------- - �-- ,. ._J � -=----3�� , r� __ --_ ___`_ __ «--- ----- -- I � � � � ��i'� � � � ; ' � I � .�, � ! I • i � � � ', " \ , � � � �L �_- o" a' - e" _ 8' - 0° �. _ �._ � � . �.. i , , •" .`J � _ I - � � . � c�V I I � ( I � ._:�_--" __� i w � . ,F / !- , ' � I � , i ' � I...� ;8 � ,�� � ' l �i �- i .��, i k - i� �i .� • '' ! ; � "' ; - - RABBIT EARS PER �CNED . � w h--1 � �{ wELDED TO TS (� �',� o � I - , ���� 6--�� �• - zd , � -�� ;.,, �- � �� . � ti� � ;;,� I � ; , , _ � �--- - � , o ` �` ., \ - -- - -- ---- - -- I -- � � , I / j ' i , I �- LJ If -� ° • ( --- C�F R_ PER SCHEDULF ^ \' � 1 � � � ; � , ;; %" , �' ' � ,, _' ' - ' � � �� i ----- --� '� � — _j.. / � ' / — — --� -- --- - - - - -- - - -- - - - - - - -� f -�-�7' , F ' '' < :�� � _ _ _ . _ 1 ,..i. 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NOF21Z. $� 10�� E- - , .o.F. , 3�- 0° , - , � ►� o I � - � �'� t � x i � O I � � I � - - (ONE EACN COURSE) � � � , � _ � � t ' - 0" 12' - 0" __ I 2 ' - G' �' � � � � � ' � TGP & BOT. m � /� - - � -- --- - -- -- - - -- I ' � i I y�� , DWLS x IN a � ) N�s CUNT_ NORIZ. � L/ 1 � � � i �- ----�---- -- - 7 � .� I " , I 1 +• i % i 1 � `_" � ' \ :. � � � 1 � � ; - ' •, _ " _ " _ '__' � �. ' _._ /__,-� `►-�i �+ I T.O.W. = 104 - 1 i 3/ h I �. � �.����''��^ , , I i -'�-- � � T. O. F. = 9g' - 9 3 /4 � T.O W. = 99' - 11 3/a ��1 � ! � � _ � a j � ., I I � . 8..--f '� TA F. = 93' - 3 3/a \_'"� � jf � I � I i a' , , (?2 ' - `: ? /n � ;i�J ` r�, ' � ►'r."� � �.�% r_-� Q I _ 7. O. w. = 95' - 1 , 3/4 I � �- ="� -- -1 � �. w. = 99'-- i 3�4 I , - - --- • HELICAL PIFR N07 SIdOWM µ.� ~ I � � / � Z T- O. F . = 93'- 3 3 z ° _ 12" 4" � � i ` T. p,F . = 94' - 1 3 4 � � � , SEE DE'fAll_ 1 /S1P �°� � � 10. W. = y4 ' - 17 3 % 4 St J o r I I � 19 r , � N;p � � f I I �TEf� �� STE? I I /___� fO. F . = 9i ' - 5 3/4 . :v _ � � . ;� � p i.{1. � . — — — — T .O . f-. I — — — — — — — — — — — — I — — — — — — — — — — — — I ' f "' ^ — 1 ' - 8" �J I f � � � O . ' _ _ � � �. U. r,A.F = 9E' _ n ,.�/ i i f ` , ,� SCALE : 3jG " = 1 ' - U „ r I � .T _ T _ — — -- — —$ -- � — — — ���- _ - J --Q_- _ � — -- — —� -- — c� ^ * �_ i I � �J3�q ,. T&G PI vWC� � � w p I I ( � FLDOR ORAlN I I , � ��' I I c' � i I �1�05 - 2 _� / - ( 3j - 1 3,' 1 � ' j ',' L': ! i�-� � � i =- � � � !�SEE RRCH I � � T. 0 W. = 95 - 9 �/4 . � S J I �, i � Y T p.PLYM'D. __—_ _ — � l 'f' J T. O . :_ = 9 3' - -� 3/� �. I _ ! -----f O � i I I ' � , � �, T � I I 3 0 jl ';i , h � �.J � d r 1 96'- 2 � �u ' i -,n � , � 1 I ; i _ _ _ K I � � . � s u� ! . G. W. = 1G4 ' � i /;�4I-� I T q. SL,AB STEP 1 - ! `:5 �f T. O. W. _ �3 3 ' 1 t 7 � '� I °L' ! J � - � Q -�-_' _—_ ! O _ /• � i LO f . = 93 3 z 4 � � _ _ _ 1 r �f_ �� _ I _ � . L- — — — — — r.o. r. L _ �� / ITO. 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CQMPAC iE� STRUCTURAL Fl�L PER SOILS . _ S�B I --_ _ .�,_ _ _ . _ � � � � fOUNDRTION WAIL 100' - 0 - m I ENGINEER. RE�NF4RCE SIAB W/�3's O � 6" - �' T, r�. S� AB - - - - - J �y� d ° CONC . EA. WAY THROUCHTOUT. PROV�OE 1 " �O O -� 9 1 /2 TJI /PRO- iS0 � 16 " i-�I _ _'y _ __' . o �LA� DEEF SAWN dR T00�0 CCNJTRO� � I { -- - --- ----- - -- - --- - - ---- - ;; I , I �. - i �--( 2)- �5s CONT. HOR! Z. �L i � � JOiN TS AT 15�- D� MAXIMUM � � � � -� ,5� -� -�14--�� TOP dc BOT. �� � � � I � I SPACENG EAGH WAY. I 7. O. W. = 100�- 5 7/8 I � ---- - - -- - --- - -- - ---- --r�'!r I QW. ,. ^ ^� � � — I I I � LO.F. = 97'- i 7/8 I ( ! � I • � -- �¢5's CONT. HORIZ. � 10" � r� � I � �-�- - � ' - ( oNE EACH CnuRSE) � � I � , 8.. �_ I 5 �wLS ,. � `�'- ---�.�-_ ��'k SCHE � , � liJ 1 T0. CAP = 104,- 4 � � � � � TO. CAP = �IU5'- 0 � t� � �- - NA881f E �,RS � o f � � T. O. . = 1 - ? � � - � � � � . iitVl71 £i � - � JJ !�_( . ) . , � - i _ � � � T r w - �� , y� i� � � _ - __ -- - - - - _ , _ . � . , , _. � - _ - -- - - - - -- - -- - - - � - 8 8 ( I � � � r � � ' � ' ' � �i �! ' � � n �� K �r�� � � : . ,�•cv - -� i .-� � ' " . „ '� ^ . ,_I �� R' �" ( �� r i � � � EPGE W/ ( 2) - # � s "r,,v? . - - -- - - - �� �` ' '� - — . _I � , , � / J�� �.-� i � i _ , , � --- - '}� I I TYP. � PAT105, TYF' O t O _ � � I ', � =i� l �� I . Y -- - ��:F' c� ;,r 4 .;CN ! ?Ulc . � 1 — --- _ �_ -- — -- -� — ---- -- � I �- si � � { _ , ; �- -__'k'__ �' � -- 8��t_i �t � r.� �; rvur . designeci hf TrA _ � � � � � L_ � a I i � " i2" 4 drawr b �, ' �K � � :-k � - . :r � � to.� 0' �- 0 _ � O � � � 55 � � t - 8" � —�--- is s� r �?,��� � � tn° =.c � F ��u � � checkec �ry - - --- -- T. p SLAB ! HFUCAL PIER BY - v — __— � � � � � OTHE(Zc. � ; i5sUE'd I � ( � � SEk SHEET S1F FO-R�� �- � = I � I � � � r. o. w. _ � os' - s 7/a �/� � i �o,�o caancrv �� PERMIT 06 /27 /3U o i.0. 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'�— —_� c�.s � )P �,��e.u�� , = I o , e�v -To �oY�R b � �-UE � _ . _ 1R TosnVV? ` _ �Y1 ' � �� � _ S i-r�ZP .� � �'cDT`i � 3 6 5 ,_Z �r X �' 6, _. j I � -�— - - _ - --I � Z6 `�-O�i � °�°A c.�� o - 668 ., a � — —� � . � I 0 r"J � �j ' � 'J II�B 'Nf�I�M(� � N - � - o� 0 11-rR _ _ J N _ _ a I Q - - - � ` � � � �. 2°(oL . � — -3 �- ,� � ' D 'aJK ` I p ,o.r.� _� ` -- --} p w \ � I � D ` � � �oO T� �0 0 � G n�'� � �i � o.,� r . _ 1 �'�l � -� t� 24�8 ��� i2`�68 TrLE - - -- -� �ROOF PLAN `�"°�"���� � � � � � �L� �,�r Ro � s�rEL� „�%, ,w� -� � �L �.� � � _ � N I - - - — - - —Gr-t�.uE lV� � � � ', N -- — — � o� g �� �' ; rr � 068 1I � — - -- -- � , °vr"` r _ —( � �, + � 0 I " s $ = f,� � ����4 G1f dMiM1 � I i/\ I . J � 1 ov , ' 8 � �!I � 3 ��i� � ;_ Z�� ( '_� �� 2-'0 � 0 4 � - - - - - — -- • 'N �' �q � v � DORN�E� � . , i v�/kL1.5 , � i , . _ _ _ . . _. } � I - -� b S�V1 Z r3E1`'i RNC 3 � �, �.,�� G��,T � ,�; � �� FLOOR PLAN NOTES IApply to all floor plansl • pimenaians are to face of studs, maaonry or concrete j� ��� - �$"• S � / 2 - 4- Lb walis, or to centerline, as noted. � � 30 x � - Z'y� o f' i . _ _ _ _ . Exterior walls are 2 X 6 at i6' unless noted otherwise. � � �, ,� . Interior wells are 2 X 4 at 16" unless noted otherwise. ' � Q • S �C /O 73, g- FiJa��i�cr-i: fY . Veri dimsnsions and inatallation for all equipment, 2/ 3 I S � appliances, fireplacas, flues, vents, etc. �� (j '� " '� x ` . bsrify with eloctricat contractor all requirements for � ,� 23 � /�' -. !� / power, panei and wirinq insWllateon. � LJ :. _ __ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ ______ �- . Verify with plumbin� contractor all requirements for G F � G � I " I � �Sg � SO plumbinq linea and fi�KUre inatallation. � , i p � p , A Z _ 26 �o � � p , 6 ` Keap all water lines out of eMerior walla. ! 3 -S 2 �� ( 3 -O d -O I-10 � - 2 � 6 ��� i . Verify with mechanical conttactor all requirements for + 7Z0 IN R D • � �- lnRb I r 'I � ; ' � — ' N ���,�em�Provide soffits, chesea and ' CopYrip�� O AN ripins res�rvM. I `� -O 24 -G� I I - � � ToTkL {-f /Y8. ��k rf ov$E = 28 3 ! s� F . r�u.. o..qn� ,�. „w io n. w�e o, - ---- '- - _ _ - - — . - -'- - - - " - - _ ` - - - -- - - -" -- r4�Pfr12TiVI ENT r 1 3 Z 5 5. F = 9 � 5 6 5 .�, . �ndowa, papo doors and fixed s be Siarra Pacific rprouoc�n rlwpy or In pan wnrtoui •zterior clad with metal. See � for fixed and �*�eo P.«,�.sa� o� au�. opuretiny uniri. Provide insect ccreens to atl operatinp �M� �����'�' v"�' � � U P P E R � LOO R P LA N �o T�.- ��,: ,�A ��� = 3 S , � 5 � units. 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Q Zr8 5 -4 ---- I-4- 3 -o I� 3 -Z 3-ll i � b "' j�A� Np� ! 3 ��'E ° D ! � � R o ''� 2 0 '� � - - �-- - � o -� - � - -- - R. 0 2. 0 000 ' '� VINYL VINYL �� � / � 3 . : . . � � Il � '�' � � a - i � 50 .. .�; • .'. � . � � . — - -- — � �- ----- -- -� -- - - . _ .. _ . __ . - O _ _ - � . -� +1AY 12. � OG�O � � J° . O � eaE : �} e�w�M � � _f - - - , i ,:wE��{ ��nw FL P� � ' .. �Y a • � I � � � N a o - - - - -- --- c�A _ MAIN FLOOR PLAN ��$ . ��, . ,�o �s� - � 3gs s � °�' �", � � . �W a ' ,(D•✓� FL . zR3 J8 �f-� [�c kPkR'rM�.1T = 142 5• F `� �� • � - GtCRAG� /kR�R hFoUSE g 3ob �,� � 4' - O � � Q � ^lLL 6 �_ 4�� 5 � 4� �' 23x 3Z —" 73 � S 3 x � q _ / � � � �H'I�TNt�1�T� zez s . � 3 " S x,2 • s �z - � � �w.a, aa. u.,ri � sY �z , � � q — — : - ; p �Sxz . s -- S S � � 33 , y ' � � � � � �d�5� }t6 � S — � '� 3 - Z //J /'ar !— �I'R! "�' °' � . 9 �� �� � a � � . � •. a � i _ r 3 x � _ C� / �� � G7a.C('i .- — I S`�fb�G r��/1 - 5`Cn�G M��+ RM _ , ; � _ g /x 7 ; � a � , X7 9 7 �.� � , � - ' i �� x g $c�76 . S x /3 ' 3.3 � 1� : 4 -� � � 6 x �8� - Z ` �p ! O X • 3 /3 g — I (f / • 7. � ` �l �� ,� FI OOR PLAN NOTES IApply to all floor plans) . � ' • . • I � 3 _ - s - 77• r�° • Dimensions are to face of atuds, masonry or concrete ; s Y S '7 ��c ,� , r.�u 0 + _ _ 3 • 7S � u � �� - - walla, or to centerline, as noted. � ,� . ; � . -� X 7 S TS • E�cterior walla aro 2 X 6 at 16" unless noted otherwise. � ' / - S K (o • � 9 . Interiar walls aro 2 X 4 at 76" untess rtoted otherwise. a . � i �� ,� � 3 ^ f �-3 • Verify dimensions and inatallation for all equipment, O� , � a _ 3 � . .S appliances, firsplaces, flues, vents, etc. � Q. S x 3 �---� 8 S . yK�fy with electrical contractor all requiremenu for --� "'.� od , . , a - a . + . l . . ; c : q-• • . � . _ I ! g,S� �/C,�'f} �.Ok/Ff.[. F� - / � 3-� ' po,,,,sr, pan�l and wirirro install�tion . � � . . . „ . ' -- - - - -� - i=__ ro r��, M�,W F.c - � � � • �° � �—� ' . V�rify with plumbiny cantractor all requirements for IG � � 3'-or � � 2q-�-O� 3 =UN I' / $ ! b� UPPf.� FL _ �� �j � • SO , plu pbinp Iines and fixture installation. i ; V — - - - - - - - - - - - --- -- --- - - - -- - - -- - - � - -- --- - - -- -- - - -- -- - ---� -- — _ _ j� • VenfY wtht m'ichanical contea orNal`I re uirements for r _ _ 4 � -- -- i � ' T� 7-� � � `, 3 � �- Q � Matinp system. Provide w�ts, chases and copy.pni • �a �ya�. n...w. i ���• �1IC18 iT f�QWfl�. Thrw Msy�r M� �wl b N ww w LOWER FLOOR PLAN �+ � A�� �, ���tE = 158 5 , �. �.�"�"' W�" " � �" `""'�' • VYfndows, patio daora and fixsdi pi.r�¢ be Sierra Pacific .�nu«� p.rAkawe N nu� .�phRTM4J-f" = 1 I 8 3 5 .F exteria clad rrith m�tal. Sae for fixed a�d o0 oa .cw a� e.awys wny ir � � op�ratinfl units• Provide insect scresns to ali op.ratiny �M�yM M MM. � �� = ��, � fl Py�N , � kg ,42 EA V-+t�v Si¢ — 3 S'� `� ' � ' units. Prov«i� rosmpe*sd pr+ss snd aprsss w�ndows as TP� M�wMy� Y� NI M M ��ir APftKTM�3J� "'r 2 2 6 S• F oe1uuyere� �.w wY �n fp{�'�d bY ��• �s a�.eMH M �+�A. � t ��`� --- — ---- _. _ _ __ ._ .__ � ---- � a � d� � I i . _ _ - -- --- 4 - 4 - o �1 - an i�" - -- _ --- -- ----- + > � Z�,2 C� � � � � j � � � � - , � � � � . \ �. � I � � _ . � � _ i _ � I � � — — — --- r— — — — . @ � � � � _ _�/ �— — -- A Tl'I G , i' t _ � �, e - � d`. \ -- .'� -- 1-_ _, _ - . _ . _ _ d- � �p 9��z " T 7 i ` � � -. 6 � ��� , , ------_ - - ��+ � � ' �D ; _ -; % g�2n _r7I . 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I I � � • � � � � � • R � I �i � i _ _ . . . - _.� _ '-. _2'c'O- - . . . - - �l'6� , � r ' - � - � . i � . . ,_,'� . - �!5^.tii � _�. � - .. � , DawNSpour � � - - -_-- ---'- ; � . . GoNt�5 . TO i I " � . • � � . i . i . ..- _ I ' ' _— _ _ � ' I�MIlE11 GR+tG� . — i � , - - - - - - � -- � � i 2w0 � 0003 I ' �_ wrc � � �rtY i2 � 000 I � OMWIOq fIRE 1 ; _ , � ELEVFT � ONS I� � � 4 '. � � !'\Y � � :- :`, :� e pNMN IONfM � I T I T I._ _ -_1 I . ' I —__ . �I . ' . . , � ' • • CIEUfm � - � , . i . I I . � , . _—__ — _ . I �—_. L. � � . . � ; i I I � � � � '�. � ik � ! ' ' I , 1 I , ' I� I I ' � � � � � ' �_� � _ ` �E � '� i� a' - o " j , _ � , . � � . � � �' � �_��_�_ � _�� � � � � � . . . �. . ' - _. . . , . . : . _ ��02��1�!/ �.+siaa w�e wu � g � 9 8 T. q r�LYwD �1�1-IIJ PL) .,� _ . . � . ----- - -- -_ . _ . � - - - -- - --- - ----- -�-- - - --._ . _ - -- � --- - -- - - - - - - -- ._ .. - --- -- n. . _ ww � � .__--_'. . _. _ _ . - .. _ " '_" .' _ ___' - _ - __ _ ' ___" ' __ -___.. ._ _—___ . _ ' _ . ' , ' _ ' ._ _ _ __ " __ . _ . " ___ ' _ '_ ' — _ _ ._ . ._._ .. _ __ - / _ �.,�- _ . _� . � _ _ - ' . , . F �,J'/�J a, XIZ �M ' ' ____ � _— _'.__ -- ._ ._ _ ..:. _ _ ___—__ . . . � . . . ;�. . . __ . . , ��� -� ___.. . _ ._ . .u/ �za-E ca� , 1 2x�o L 2 ,rio ' . 2xi0 - . • - �YR) ---� �'' - . " � i . I ! � � � � � , � - ' j . . � - . x I - x . I • ,. i i , 1 L!% I I •. ' , I ELEVATION NOTES (Apply to all exterior eievationsl , _ • Roof to be composite 40 year asphalt shingle Tamko Heritage ' � , • . . � - -_- - - - -- ,;p,D� — - • oof fl shin s to be ��}�wr a{in� Ghacr q �Jminum I _ � � � � , ' ' , =x15�T�NG GF�DE �;D � t± <�8y T � ?� Y� �t% , �A �'K '�T � ci �T� • Gutters and Downs outs to be finished alJw� �h✓,h , - ----- - - - - - - - - �" - - --- --- -- - - - - � ��t� `, . - . Paint all �ents and fues to match�roo�or, or color se�ected RAIITON• MCE�� Y � � , - - --- — - -- - -- by Architect. a R C H I i E L T 5 (� Q LJ a • Windows, Doors and Fixed Glass - see notes on floor plans. Vertical dimensions for all windows, doors and fixed glass from top of structural floor (concrete, ply or wood) to bottom iPWEC� COM^.f��5 • NFSIDENCES of structurel header. See manufacturers information for R.O . pES,on.rro. •aavowreocswx N O RT H W E S T E L E VAT I O N " _ -i - sizes. Sierra Pacific color light sage. cooydqm � A„ �,oM. nsarvea � • $tUCCO t0 bB 2 coat elastomeric on mesh Wlth integral CO�Of T�eae oeupns ar� no� lo Oa utea or ` finish . Color X-50 Crystal YVhite. 9sa vean si.. eouav, co ewoz raproCucaO who0y or fn p�rt wilho�t (MJ� /4?�1353 • fAX U3�Sa15 wrinen pe�mitsbn ol RMA. • Siding and garage doors to be rough sawn fir with smooth Do nol scala IM Orawlnps. Veafy a9 " sawn fir 1 X6 T&G . Window and fascia trim to be rouqh D0 � � '�' ��81�� dmens�ons on uu. sawn fiL $t81f1 8�� WOOd With DlyTpiC semi-transparent �914��9�5595 ' FAX 9�9�5516 7p� orawinpr �r� not lo D� u�W tar X700. wnsirucuon �mu m�y ar� trwieNo as checketl Oy RMA. ; _, � . ; . .. . . -, . . - - . . . ., .. � . . - - _ _ . . _ . . ., �.. _ . . _ . . . - � _ �. . . . , .v : . . _ . _ . _' _ .'u-i-. . ... - , . _ .. . . .. _ . ' . _ - _ - • _ . _ . . . _ . - _ . __ . _ _ _ _ . � . � . . . . � .. 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' i � -' I �C % -R/� �il f x G T 6 � - � - --- - � � � �- I . �I , , � � � ��1 5 5'7ffL � ' = 4 - 6 - - �---- - - - � ' � C I� - _-- - - - - - �Y� . T WtiC- � '�'-72T ��9 8 T O r'�.�. �UD �•^�F'7N ri-Ct�i2� r — � --T ,,—�-. ¢rl APART. (TYP� --- - � ---- ' �-- - - ` nevaiaat wre aunn ^ ; ,��GO G �.An = i ��al/� � � 2x6 nioo� D�rcrNG Df, N ,�C,�r( 3 x � .:�r5T5 �� � - l ' ' P,� P�.h{\ i�d �, ri : �: '�,e..___.._._.. �usa3 �. 0 . �,3 ; � � .: >-r��E) _ - } _ _ __ _ - -- ' - - -- _ _ -- -- - ____� E�ciSTING GRADE I -- -- - 1- ----_--- -- ' � � ELEVATION NOTES (Apply to all exterior elevations) . Root to be composite 40 year asphalt shinple Tamko Heritape calor Oxford Grey . - _ � �;� =: ? ' . ;-�y��t�, y �'ktir ct � 7J • Roof flashings to be prefinished aluminum - ��- --- � � - — • Guttars and Downspouts prefinished aluminum /� . Paint a�l vents and flues to match roof color, or color selected RAILTON•MeEYOY /��U� SOUTH EAST ELEVATION = . � �- —�---- bY A«h;t�t. . �ndows, Doors and Fixad Giass - see notes on fbor plans . n a c x i r E c T s �� �� Vertical dimensions for all windows, doors and fixed plass from top of structural floor (concrete, ply or wood) to bottom of structural header. See manufacturers information for R .O. vno,i=crcmweP�s • acaocrees sizes. Sierra Pacific color light sage. nesrqnuroM •aaro�uno�s�sx • $LUCCO t0 b0 2 coat elastomeric on mesh W12�1 If1L89f81 COIOf � Copyrpht O A1I ngMS resarvetl. flni5h . COIOf X-rJ� CryStel WhitC. Tneae uesigns are nai m oe used n � �� � ��� � �Z reprotlucea whouy or in part witnoul • Siding and garege doors to be rough sawn fir with smooth (�� pJ r353 • FAX A1�5535 �'���en perm�ssion ol R1AA. sawn fir 1 X6 T&G . Window and fascia trim to be rouph Dc ro1 scale ina arawinpa. +h�ity a4 sawn fir. Stain all wood with Olympic semi•transparent P.9. Bm130Awn. 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Q � N �µR -- I N � —•.� i ' — -�- - Zo�L 3�_2q - - � ' i � � eo ,� �„�a � � p-- �� 1 � � I �� I i, r)UO � : �0 O WG \ `° 3l'sT� UJC �- • F-- - � -m , � � - - - T� 246� '\ �J I2 �68 TtC� � 5 , l2 • 2oa0 ." = �" 5 ��� ���d _ ,µ���� � �ROOF PLAN �� AAf �� . L . UFF'�. �L RC�F ?G i `h � N ' I �ue O N °""" + � . N � o6g �, . � ilr ¢ p(�8 \ l I - - - I O .� �R `} ' QN . A`� � I V V I � „� , I I i ! N iawne a�c ''` � '� i I �� � o ol � ,�� � ! �q - - - �✓ 3 ��r 3� Zu 6 '_8 " � z-'o �_ �- � `l�! � \9 � �_ c��1 � DORM� ' — � � '. ,�!s. � WAI.LS ' ^ � , �p �` - - - - - - . — � � Z �i��r '3 I f� 00R PLAN NOTES IApPIy to all Hoor plana) ` i • Dimensions are to face of studs, maso�ry or concrete ��- O ' walla, or to centerhne, as noted . : • Exteriw walls are 2 X 6 at 16" unlesa noted otherwise. : ' �' /�PP*-" ^� '� � r�� TNE • Interior wal�s are 2 X 4 at 16' unless noted ott�erwise. � Q I _ _ _ . � . Verify dimensiona and installation for all equipment, � �plia�es, firepiaws. 9�es, vents, etc. , � ��, : � � p� r : ; � �R� . �erify with elsctrical contractor aU requirements for �F _ `" wer, panel and wirin installation. �_� ' t. __ __ _ _ _ __ _ . _ _ _ _ _ _ _ _ _ _ __ _ ___ / , /al / � • Vgrify with Plumbing contrector all requirements fw - ' � C rr G � [1G.i ,.. . �Y � plumbinp lines and fi�cture inatallation. ; �; � ry � � 2 _ ZS - d 6 /],� Keep all water lines out of exterior walls. � � �; . a ��� 2 �� � � 3 �-p 6 -O = I��Z � 6 �Of� I r`� . Vsrify with mechanical convactor all requiremerts for � ' O �' l�� R O S - In Ro � __ __ ____ PiANNER: heamp gystem. Provide soffiu, chases and I °J�-D U ' Zq-� -� II �- �I I 7�Ti� L W ta as required. rnii.e�� ��a��� �o�i w�a� - - - - -- '-- - - - - - - - -- - - -� � �1'8. �'l�.ar !-toUSE = 2831 s� � � 156 5 .�. - - -- � ' - - -- - ---- - - - -- - - - - - fhPq?2TiVlENr � 1 3 2 S 5.F � - 4 • indows, patio doors and fimad be Sierra Pacific r.aoa�c.c�eonv or ���an ww�muac � � sxtwiw clad with meul. See � for fixad end w�MN^ M�missbn ol R � U P P E R F LOO R P LA N = �ating units. Provide insact screens to all operetiny oo �ai .cac in. aaw�q. v«+y a� To TkL. c:ONST AR�A ktDUS� 3 S � 5 F units. Provide tem ed 9�au and ress windows as °���`�� °� `0�' -� AS , aQ�q, �+ousE = 1288 S. F. � 535o s. F �` � T'" 0`•"""°• "• no1oOi »AQ1° � JkP/(eTM�7T � i g 3 3 S.F feqU�Ied by COdB. cena�rudwn uotY ��ry� ��� InNW�d . �a enac�w oy RIIA. . ! 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I 1( / �� � � _ �cr, �� - - I '� , > X , :r� �. �: z� �y�''�� � �a� _ � , 0 - 9 � I ._ �D F���44F-� � `NHLL �/ENT m i Q O � �� a � ___� � ri Odb . - - -- -- - - - - - -- - ` I ' 'iU6 �+J r-�- F}R . , - � . . -, 1 --- -- - -'-- - _ � 47 I � � � ( � , � � � , . � � � . v'A�LL � � . �� i � _ �� CJ . � �� ���l4C�o � ��t�.�o � � � � � c� as . � � � __{ _ , � CONG co� r ,� ---�`�- � � r� . � •;i 'I �� � �� � �� - = � �' I a M�1'-H RM I AGGE`� y i I _ �II ' G�a�f , o a I KoSa� �� j � � � W ✓ENT. S � ---- � ' PANC�.. � ,�. � D �aw UP � �j �b • r a � � aFC.� ,vR-r�Z ' y � � � G � /' m � MEGH RM �;., i �I E.� rt�� .�, 1' N ro p 'd G � � � i I c� w�l a��R. � 4` - �� � � � N � J( F[ D f�. �r + G O I.A G• i+hnrP ?.b c 5 R AI��- - I ` I � I O � ; .,� f 9 p � O . � E� - = �D - - - � � v� ' �rt - � J � ': , . . ' o ( ��FWE Bor BoILER -Y � � ��b�R � Zq � , bb Q" i R I � o�� � I_81! I �ii �� ��IP I`�lI 5 �, °J�� N � ' � / � W �p OC �� ti � 4--5 �" I . . � L_ .J -- r - - - - - - to � � � V �� • � o . . a . . . a o . ♦ . . o • � - -- ' •" • •' • e . ! '. � � � � .' � � ''' � "-' � ' '. s ! ' q ± ' � ' I � i - ". _ � _'S+'- - � �. -��5 � a1 6 �� W ff ` � � 9 ° 7 ° O� h booK � ° 7 ° O • H DooiZ � � T � � �� �, D i vJ � ��_� ck_ u7�J � � �� � � D � �` � � • MtcH RM . � — — — — — — — — � � � ,�J , ^ �V) Or � � � a - ' � C ,/J D(� � K I -� �j�- S �I � !7n ' J� �1� �� .5 �_Zri ��fl ' 1 I N I ll I � /� I / n r M r �i �I i y ' i !I Y / . ' � � _ _ - 3 -o I-¢ 9 4 Q 2- 8 9 -�F 1 -4 3 -0 ll :� - Z 3 -(I , �, � �b ° LqUNl�k � 1AUN[7R�r' 3 ���/Q e °. D j � ;� rz o� --- --- �_ R o_ _ _,� - - �»_ _ R o - - ---- R o - � 2 0 �o0 3 . .. ' ' V �NY1� � � nl YL �T' r � � - - �--_ � - + � ,e ` i . ��� �. . . � 1 °J - D Z� O 11 - 0 u� : � - < I5 � I . .� . _ . � a i - - -- - - - - - - - - - _ - - - -- - _ --- - - I Pv1AY � L __ �00 `t ; � p � �Q O ' _. _ ! � �__� s - - - � t_�wER$ ':^Ai �; FL P � � � � �c� �� � _a . '. MAIN FLOOR PLAN -; �$ ,�� . ,�o � s� - � 385 S � R. �'" ='� ' , a �.1 . • m u I - - - ;� - -- -- i ' � a �I I 4 fCpq�K7'MCNT = 142 5. F °�O � � � � - � - «T'iAGE A-R�A FfoUSE s 306 �. F. �"� 4` - ON . �. �, � �1 lL � ( � II � P �j A�F'srlZT/Jt�M` Z 8 2 S. � - � _ � 5 - 4 , �� an onuw � , , o . , � �o ° : I _ i �i ; . . ' i d i , � i � '� 7, .. . . � 0 4 /�j�p 1--� �p { � � /+.� b � }y i �� , � I > IvI�G l�/`� V • 7lDi �G � �Ll/ � � I , � , � GONG ' �-ONG - j ^ ' , ' . a � i : - � J ' !i - � . c ' o° , i' � ' • FtOOR PLAN NOTES (Apply to all floor plansl a ; I d � walls, or to centerline, as noted . Dimensions are to face of studs, masonry or concrete � �d I • Exterior walls are 2 X 6 at 16" unless noted otherwise. j ' ; a � , • Interior walls are 2 X 4 at 16" unless noted otherwise. � I � a I . ' • Verify dimensions and installation for all equipment, o� appliances, fireplaces, flues, vents, etc. /� ,` � • Verify with electrical contractor all requirements for �j = 'f\ , � ;� . . : . , a p _ , oe � ' :. a -a • . � . . • ; o , . q . . . u . _ 'i � power, Panel and wiring installation. —, , • � r � • , plu bing �l'nes andfixt�ure�nstalla ion .'f r Q �ements for . , • . • eui !6 - O� 3' -pl � � � 2¢�-O� � 3 =VN 8 - f7A i �� �12� 1 � Keep all water lines out of exterior walls. -- -- --- - - - _ _ �- - � - - ---- - - -- -- -- --- - - -- — - - - l� '�- . -_ - --- - � - - - ✓)�i • Verify with mechanical contractor all requirements for - - . r , i -_ ..._�:���.....,� heatinq system . Provide soffits, chases and covv�ro�� o �u rqnu n,.r,.o. LO W E R F LOO R P LA N = d��t5 as ,����� . T�... �..�. .,. �� �� � �.� �, wwoauc.a wM4y or m pan witnoul {i /r$ . AIZE A, NOUt� � 58 5 F• • Windows, patio doora and fixed pl s be Sierra Pacific wri�un p�rmlcclon ol RYA. �pk42TM�'1- = I I $ 3 5 •F� eMerior clad with metal. See for fixed and Do rwl icob Ih� tluwnps Vwilr tl _ `f- ' � I� Nc7tij . I-+ 1r8 ltREA HoV $S = 3gd � ' � ' � opentiny units. Provide insect screens to all operetinp d�++a�awn. on .n• kFARTMENT � Z 2 ( units . Provide tsmpered plass and epress windows as Th� ar�wmp� u� noi �o W u�M la S. F conairocUon untll �My 1r� ImhWd rpuired by cods. .. onxk.a oy r+M� ; . i ,_ � T � RAil10N • McEVOY A R L N I T E C 7 5 � �/� T PPOJELPCDNCEFIS • FESIOENCES , �` ���� � PEStORAt10N • COliPOMi[ DES16N vj�� \ - � ,� i . � ` � �,�� 95d Ptarl t;.. go�y.r. CO 80302 ��� �703) 4q�4753 • FNf 1/3-5535 / PA. Bo.�30 Awrt Cob�UO Bt657 /y(� � {810i969-5595 • �Ak 469�551! �_.� � ��� SEn�ER MANHW. E � r1 ��� Q� � ,f ��U'���Q � �'��. �� �21M ELEV = 8583 0' �n� �Q�vl�_ '�" � Il ,� � � . SITE PLAN NOTES � NVERT ELEV, = 8519. 2 �' • Site information obtained from a to ppgraphic survey provided by: \ '��,SiS OF E �FV±T;o *i ' 1 `---- Peak Land Consultants Inc. dated 2/28/00 - � T 2 � �, \ \ ' Site description Lot 6 Block 1 Gore Creek Subdivision � �� , County of Eagle. \ �� �� \ Zoninp - Primary Secondary 1 Secondary unit wi�l be an employee housinp unit) � � � ' Site information: � Lot area � ---� 0.303 acres 13209 sq.ft = t00% �`G \ � Aclt al bot cove ageafle 21246 sq .ft 20% � i t`-� � \ Ailowable impervious bt coverape 5284 sq .ft = 40% i ` ,�Fi � , Actuai impervious lot coverage 3976 s ft � � ; , - --� Allowable habitable buildin area q� �4 ` �oUrl� �5 REB�F � 5 � 9 3302 sq.ft = 25 % �� � �+. 'n�uniN �m C�p —z �� 1 + 2X425 + 250) 4402 sq.it W � �(o '�� � � 5 r+o. 593* ���j• '' 'R�C i'� ^N � � / / Actual habitable buildinp area q ,ft ��84 s � ��p� ��� � � �+ Carparking in parapes 2 on site 3 total 5 � . � �'.� � � �'r� L O � I O-� �.�� � � �� : \ � �� � � "�JV ' Comply with all requirements of the soils engineers report provided by: O � � � ��" LKP Engineerinp Inc. dated 3/30/00 � '`'t J�� �`�` �� �� o� J ���� � , j �.� y.W� . � Stake-out of buildinq on the site to be by a reA. surveyor. Provide all required setbacks. Obtain / R �¢0 j���v� � \`? ' Owner or Architect approval of stake-out. Provide improvement survey as required b local V �w b � � �� � authority. 1' 6G � � � � ��' � � � q 85g� ,i ' Provide positive drainape of water away from building to downhill area of site. Do not swail water �' \_� ��j/�, � into ad'acent lots. T \ / .� ,r/ ' O5� • �S 1 �'\ ✓! % T7 � =1 �-.<: . .� � � i� � . T ' / : � ��� / � � , � \i�� � �/ � 90 ��e See drawinq S1 for foundation dimensions. � / � � �' r. . \ �; � - ' � . — __ / � � !L' ' � \ �' �, c See electrical drawings for exterior lighting on building and switching for site tiphting . � � '� - s =`� � 3'S� r � �` . -y�- �! �� . , O�, �` •. • Provide concrete pan at street to lacal authority requirements. O h� H �U 6� W �TH � j ' . Confine construction to building and adjacent areas. Protect areas of site beyond construction \� LOT 6 �� h���T � -� � � , � ,� activity. Do not disturb existing trees to be retained, or vegetated areas of site. As required by � � , 92 / local authority, erect a temporary construction fence to protect areas of site [hat are not to be � v�� disturbed. Co�fine debris and keep site clean. \ �\ \ � . � , � 5114 GROUSE LANE � a`� �r �'�1 =� �� ��, . s � ., � FOUND *.T RE �jAR � �� �'�, \ . � �f � BS ' Verify with all utility companies the locations, conn�ctions an w/R�p P;, A_ IC C p •., � � , � c�� 7 . d requirements for instal�ation, meters Q ' � �•� 4_ Jn w�� R i O T 7 �� ) and hook-ups of sewer, water, pas, electric, ,�hone and cable TV . L j N0. 26E2ci `•� � 0. i � �� m � � - � � ���k:. VVHi..F<. � 8 „ �,°� �p S7�'S \ y _ , .,, ,r:• - . i _ , r. , existingcontours LLJ � � F � ' / i. � 6 co finished contours � �J`' ` . / �� � � .y �[, �' ` � . � Oq � � � � J : ��.�" � � .��iN �OjO��\ ;� V J • \�.s� �,� _ , ., ys9Z / > � �-r` , sv,K \ '.d, �_ `�� ``\� � ---- -- �' • _ 6" _ -- - - -J{ --- , �/ � 2 5 l � � � , � . � ^� �G� ' . ��� �..\ , d . , � � �B \ � � /' � � O,S. y . �' \ ., � � � � `� � '�' -� , � '=� � \ s `�� � � . � V � ! \ . \ �o y . � � �/ � � . : ��k Q – - ;� �>',� �o � � � — I w \ , - . ' }" , � � L OT 5 � —�►� 6�_ � — — � � � . " 3 � , �, - , o �„ , �, � _ �. �' _ , . � bi� ,,,4 '•$' ' / _ - , _ - . . ( =� � U / � N � � �_ � - � � � � , . �� � , � o �� '°� �39 � � � " . � �t `\ � �fl� '� Bsgy - 59� ' \ ', \G ,� � 's'� � 5 C� �`�-�5 ,� / \ � �✓� �'S\ , � ir °�" '' , �"- as �``� `° � � To �s° / � 6 � ' ,f� 96 �� �� � �`; -_ 9� �. L� � � ° .., . • � r . / '; '�'�C` ` \ • � � O "TS "$_ � � � 85g6 ��,� J/ � 'v �' ' � . Q-- � � '�✓i [,_ , � � - . �j' � �� ,_ , ' � / ' � C3 . . ��'Fr' . . ��.r_ N� 3 ' .�� � � CRi �� PNIV/� � ,� � � .. / ._o .. . :. . � � ' . '. � ''. � / � � '.. �-� �y � . � y�, � . ",, , � �. . ' rr �NO W ME'L'C �r . \ �• , .-. -� . �_._ / 659� — �%� _ - "— _— — - - -- - — / /� -� � _� ,. � � � \ \ "f \ -` ry o4r � �p3 dl, '— ;' V ♦ r � � _ � • :_ . <, ,�a�e . KE � � � � ^ X : ; (,L� Y � "�\ � �,�Z�.,� �i �E � 7 / �" �.6 00 �. _--- � -;.. , .- � . < �. / -- - - � � . � , a ; J - U \� v . � � � ��> � Bb � , .. ! r ' � �, / � �'-'��8602 _ _ - --- "'�- io O . ' / � . --- J , � Sr� � - m .. -. � / � 1 � � �p � � � i �j s6�_ �---- � � � i . �sc, � �.:� �: � ; a�= � ' - � r W ' o� ` � � , ,J� " 'i � � a' (, ild � I� � MEFISIOra . � __' _ ��' i / � 05 �j� � ,' � 86 �6_ __-- -� '^ W ��., NB� .i - ENCG � . ��' � / / J � 2 . PLACE BOULDERS �� + � � , , � F '\ � � CZ � , � . l�y / gboB __ RR TiE WALL , , INTERLOCK BOTM v � � _�� • 5(, �s;- � i c0 ' � ^ ° ,\y`� '� Y ; ,° - AND FIORIZOPdTALL '' — �— 1 / / ����"�:; ' Q O / _ l� q � - gblO r > ' ;� J�GK \ ♦ � �6qb /� �j ° - —�'� —'� ' >.''" 3 . DIMENSIONS SFIOWN a �� t_ C,Pr � ' ' - � �� �gF'jOG �' ' — / BUT THE TOTAL HE � � � + ' F i _ �� r ��-'` --� `~ � � • ' �N�D t ' - 6 " MIN . WAl L MY NOT EXCEE � 9 ' - C 4tl '; � r— \ - � � � / EA, BOULUER THE SLOPE MAY NOT BE ST�£'r'ER � ,�µ,,�„ : . . i-'�/ � p7 g ��. CyE�J47 � - ; � � � � A � t01 = .� � � 4F� 2 � � � TYP. THAN 2: t ,.)0�� 3 wre � ° � BOULDER RETAINING WALL �,�'w� 4 Z� o , ' � P . ' � . -- --' ` �_ - � • � / R = =� � c0 � _ �. I. . , .. _ Er� -- �: �' t-: �'k.y� � > . _ � ' SCALE : 1 /2 '� 1 ' - p " on�w�.am� � . . . �— -- - � ` F pLA — T � � �s�' —_ < i � , ` ' , - 21 . E � il �/ _—� ' oe ' ` . , ' L = 40 . 6 5 ' � ,� , ' \ f�� � �=u — __ - �86 - ' �i CH < 3a . � � ' PLAN LEGENp �h° � � � � � - 1 Z' w i GE � -/ i�, _ _ - .- � �� x.u_ , . I RiJE s� /� � " 9 A I SITE PLAN 10 -0 �� � 1 Q � ,� . � � uM `r` A� MAItJ � LoW ER FWOR PLAN e � �K�'���, �"„ °""•" � �� ' � � � � oo �� �� �. . -� ���`� ��� - __ GR4USE LANE ���4� � 8609 / / � � A3 UPPER �(ppQ � RppF PLAN ''v Ro i � �� �06 �7 / � o ; g „ I � � A '} � ELEYA�'r0 NS � � _ �- �,4 �i . ` � i :} '- � � � � �,,, � _ / \ � � 3S� X 1t�� �' _ � /g� l �k '�/ , ;6 . , . . , � _ i _ ; r� � s A5 ELEVATIONS ✓G �.o ,� � 4e , �'� r� iv� ✓✓ky' / L I LANDSCAPE PLAN / / ' , ' F.�4SEMr'�JT � . �' \ F, H .� ��9aye� 3 � � • I / / o a � �v 511�} ,r a � m '\\ J� t h �a � ,. _ . . . _ � , a� s ; � � ,. •. . ` � �� �� � 5 07 �5 . �'�ili.L� RETFktNiN(i , �� rvJ I � � i - � �` ( � \ N' ' 96 ,y., VJALL (`Ttir'I?) 5 10 2p dp �h ^ � , f� ... � , \ .. �. ! �r � 1 ,a l�� � � � '' �� � � . � , r i �� _ � � .:__ gG io ; � 1� -/!-'� R.F.J�G a�t8 FiR� ;rf�knn,T � y f� �� Tti T O �/, 5'T71?JDhT�?,C.; S /_ � � � � , -L i " � , ❑, � 1('�2 ���- -- SNONtMpE - ' � '' ���� '' � :' �: �J — �AST VAIL VqCINITY MAP . SITE PLAN _ � � � � � � � � F� ., . . . _ . ,: _ __ I '� - .� '- c '� , '� � `� _ ; `' '' . ��` � � fGU� /'� � � Yl A I ' , � � ��` - � � , , �r -��r //�.nv�l(�%�4 l Cc,y,l,t��� C All rfoA�, ,.serveC I lBprotluc04 w�olly or In peh wilhoul �� . �n �1 ' � '"'� I � � Tnese r_ ;:pne 3n mt m De usea or y� � �j/ wriiien permission ot RMA. Do nol scale u�+ tlrawlnps. Verily all dunensions on tna. 1 It � g 'STEE4 CULVE7�'� cona�Irucuon�umli inoy a�e �mteiaa To T. 0 V. STht�taqR,Fg � 85 ChlGhBC by (aM�. ♦ � 1 , , ! � - - — , AAI�TON •McEVOY A R C H � i E C i 5 PPqIFCI i:0114'ai5• afSlo�k�.Ii � R(51pMiqV • CWMMRIF Of9RrM ' , yse Pu+l St_ Poultu'. !'�0 s¢9a" � 11011 �dJ-t353 • iAx N]�5935 '� PLANT LEGEND PQ �+ �A�pnfAW�OeR'6i7 /� � tl7018aD.569S ' FAIlY3.55t{ / \�\ ( . 1 TREES 'Tb Bg REMOV� D �' � ` �. \' �\ I� S °RUGF OR. PIR TREES 'fb BE RETAINED � � %- 7/�' - '- � ` �,� a ` ` ' . � ASPErJ TREES TD BE RETA� NED /' �.. `�, �~V� � qREAS �E�'.F 7RA1J$pLANtED FIRS SPRuCE d ASPF_ N A4E tp SE P+.laNT�� �� �'� . r( 2ET'Ff 'J o� 1 . � - ' � ` •� �l 'NR�B <<,� r.IU \;-.� . , / � . � ;.,�� • �',K C�A�OE�15 � BE PRAN7E7 ,u �ty �ERE�INIALS :— �c I�-x � � WP��I ; 'o�,;1MF3uiE S�VOIJ-IIJ• �t1t� M� �'E. LPNtNNM ➢eNSTOME�I� PFiL07C WI�D !�ffq/�NtWN � F�VESiTATE w'NFrwF 6P.AL5 � k � `�'" Lo tAVErJ�DAR POPPY� f-A�TAiS =LA� , � �ES �{ ,�` \ � NSTRUGTron+ FFr�+t� / . — ,� ` .w�_nF�,wEe_ Nix �n ' /� pCR DEbR�$� ERG�S/oN • . �aR�r,f�naa gYSTEM 'b BE INSTAi.�„E : F'JP, t%u��lTiniG AT ErJTFJaF�tE PA7'HS � f20LK / /� ' . . �. ���T .�.ONtRGLL - PLAN7E �. S AROtk�Jd �aIUEWAY 'F f At�KIWG ARCAS � . / { - / � � ' GEGk ` '� • ALL �iSTVRgED RP.EAS TO bE REUEGITATE� dl�'rl r1Pr;VE GRAS.� '/JILDFI.OWER MIX . • I \ -' � � �� � �XisYr,�� � �IniSNm Cav `rovRS f�tzB sMbwu or� D12Rwrr� A- r . - �' � �' • '?'DP r� c's�tTav� oP P_CfMNIPJG ;.��IiL 5 kRE Si}oaXl U� +�/rx1t�G F,-1 . . %" / � F1R rREES TO BE REMOVED REPLALEM� ti?T TQEES ; �,�_ / r� I x 17 ° DlRM — FfT = 73 � .a K t0 HT = ¢O � +' - � � '�� \ 1 G r � , � x � � ° a � � M - �rr = sq ' �o x � � µr so ' �� �� ' � 'rFip,fJJpl.nrvT �IRS FQOM WtTHIM11 r� ' \ ' � � -j,, � ,\ �\ i x 9 �� D� HM HT = 38 ' 8 x 6 � HT 45' � 'l_i -� � '�11LD �Nfa _ NJEI.OFE �J REAR � '�i ^ E _OT F.indr � 'OrA� NF . : r - i , 0 Fr ?C�'PAt.. r+: ,�._ � :., � T z , � LOT 6 ` ~ ' � p � � � , � � . , , v� ��. 'i , � �- `\�, `'� �,v�1 �c,,,�, (c,orne �(l� ocak� ���� � � \ '1 6E�1(S !T+*c ,v� u!YT'IVE GRA55Nfll-DROWEQ. MIX , � '� � F ' t,p - � -� � � �, CP m�a. � \\ � � . .,-p " Q '�� ��,\ ; �''u5� W� hpF+r.TMF7r'T �G� � ,`, � ' � M � . i �-� ._ j� ic: �� W Y� \i � - � \ c � � �F +'=TE_.'.r' � \ .. � . y�Ts � / � � ' � i � , � � . -( \ � \OE4K \ � � W -, - - - ' �' _ - LOT 7 w,A■� _`.\ �,'V � ��(. `\ r� _x � � .�, -? C': :1 �'� II1 ., W li � \ . , (, U � �.-J ` 1"�, ,, — ' \ i,"�\ (^J � `�/ � ^Tn � \\ II// `\ .. \` �. i� / Z � \ �\ ` \` `� ', r� /�/1 �� . � -� � , � � AM � _ f . �, \ LL! O �`'` �� ce� P� `'�, '� � .y�7�l I % � _, ��� � � 1 �lti'_ . ��A : 'Jz e:i ��. � � L � � � RFra � �� �' ., " ;-� � � , >,�� �� � � �' 1.DM1 5HE �$ G ��TN �a tw-�ti • , '! � SPE./ �I / � 1 � /�/ '_, \, , u �_ ~'�S PFMDUE g 'r'� � �_. ��q „ _ �- � o . . � z � W r �� ` r' , x �d � � ' � ,�' '� / �� �" � � � / � U .� ,� „ � -A�, � � � , _ 7 � „ i � j � I ,� , A,vE,� ��III,L � , � OO ♦,�xovc` � � W M � 2r� 1 W ' / ` �' Y�'�1�1�� / �' � � " , ' � W � .�i��� — ,�r, � �� � , / _., ilI/� �, � i � � Q � �•� ,� _ l�,d � .-. ^1 . t / �\.\ � ` � �//��I '\ !y y 1 .qMYMY . . — �r � k ��� J � - : �r: _ F � _ . �UI �.)� �� IIi _ - � _ ,� - -- LUT 8� ,`' � , � �,� ' �° � . \ ! ` Lart'OSCP,F� PtJ4rJ i: J � l !i_, .. � �..\:;/.nn ��� \ � // \ o� rr� � o � � � -)-- m�e.ea � \ / , / l� ' / .: � � _ � f411� � /r� 11��L�` (' ; � � ` \_ � �_ �o`- o" . � � ��. � �.. J , _ � , � � � .. ,� . - APc�� ,. . . � �., TuG � ;„ , ,�♦ �-- I , � � � ' .�RD D � - . i � (t / �� -,: . � _ - ' �`. � �/ r � PLA�vi�_rt: �`� - - .�\lu/� � `�: � : � • \ . 4�I� � 1 , � U � � � � �` ��� � ��/T l� , r ..._�f ' �' i % � '`) I��i � / � � - � , ' � ' � , �1 , l ♦ �' � l C`�, ' • � �j �� � � . , � /� /,"\\ 'ooYripbl 6 Att riyAU rasafYld. . � LANDSCAPE PLAN �' � ', � o - d � \ , y � , � ` ., - - - � . asu aas�ans aro no� :o a ucpdm � _ �u n porm s�on c! RLlA� wi�0ua� ` . REC'D J U N 14 2000 ,�, �.�� ,� �.,�Q. �d�,., e„ ,e�„� o., .,.r � : tlqMilllq� �re �.ul �e e� o�W fN . 1 nI�u0linn �11d1 li�y = � 1(�qNiifl � ��, '•` ` ',hKk�tl I:r AMA __�__ � � . `� � � IL n T j RAILTOM•McEVOY � p C N I i f C T S �� I / r�OJFCituxcElt6 • ed[d9E �` '/��, �� RESfAM110� •OON�ANITE0�111 �� �� / �� � t77J) {A-/�i,l f.�hl! COlO�! � � � /A. 60�470Mai�CW�OD81�1 � E� 1970t9s8.eSf6 • FAx 9t8.Sf16 � �„�� '-� SFMIEf? MANNOLE ��1V � L.Ihl� rROM `�_ RIM ELEV � @583,c' SITE PLAN NOTE� r�OJS$ GONNEtT� 777 \ iNVERT EIEV. Y d5? 9 , :. � ' Site infwmatio� obt.iined from a toppyraphic survey prpvided �,; vc�ST, SE'WFJ� _r7.lE � �gi,si5 0� ei �v�Tior _ . � Peak Land Consultants Inc. dated 2/28/00 � � T `Z � Site description Lot 8 Block 1 Gore Creelc Subdivision County of Eaple. \ � ',\ Zpniny - Primary SeCOndary ( Secp�dary �nit will b� an empbyee housinp unit) � ` � �/� . � ' Site intormation: Lot area 0.303 acros 13209 sq.ft = 100% \ Allowabie bt coverepe 2640 sp.ft � 2096 `�(y --�� � Actual lot coveraqe 2� 2g sq,ft ��; Allowable impervious bt coverage 5284 sp.ft = 40% Actual impervious lot coveraye 3918 sq.ft � ;p�' � 1 Allowabie habitabla buildinp area 3302 sq.ft = 25% � 4402 sq.ft 'i � EouMt� #g R[BnR ` x - � + 2X425 + 2501 � W��LUNIN ��M CAP �jg ,,c. `„ �Rt iS� .at; : � Actual habitable buildinp area 4394 sq.ft ', . � � •rC � 5 NO. 593* �\�J• `� � Ca�perkinp i� garoQes 2 on site 3 Mtal 5 r ', / � �c ` � ` , �`l. �� ��,�, � � � � ��P�Y W�th all requi►emants of the sals enpineers repat provided by: ���. �� LKP Enpineeriny Inc. dated 3/30l00 J� � O � I `��`/� O� . `� \; � I IM1IIT T� �� _. Ti lii r�. �� r \J � \_--�_- ' � @' �� . ,t!\VK ��/��� � �� � � � ' �Y c:Ci'.�+`+D� r�t..F�.s'i� G, slt�vta�T Stake-out of buildlnp on the aite to ba by a rep. surveyor. Provide all required setbacks. Obtain � /�4-� ��vv / : �� .� � � �rzis =�tJrAiN MENT t�+ �E Owner or Architect apProval of atake-out Provide improvement survey as reQuired bv local � .SI � ^\ authority. I1Y%Y I - � , �^1 / / \ � £G �� ' Provide poaitive drainaQe of water away from buildinp to downhill area of site. �o not swail water � \ 858 intp ad}'�ent lots. }�, � \ '` L' � n ' � �` "' � . ; � � � � winp St for foundatlon dirtronsior►s. � n : ,T„� � ,o / `/ UV' . Sea dra [ , . 8 � � � ,� 55y ° . See e�ect+ical drawinps for �xteripr 6qhW�g on buNdinp and sw'rtchinp for site liyhting . � � � -_ 1 rJ .\ ¢, \ o � . �'i ;'� -- --' � ..� � F �`o � � X �a, " ' / ' Provide concrete pan ac street to local authaity requiremenu. O � _ 5 . _:. �. S 3 Q'� . — � � 6o r CiU S� �`J �TH \ \ �' Cortfine construction to buildinp and adjacent areas. Protact areaa of site bayond constructian � /� � LOT � �'F'� `�"�M �� T " ` � � � activity. Do not disturb existinp trees to be retained, or v equired by V J \� \� - \ s9 � {ocal auth epeuted areas of site. As r � C ._ I oritY, erect a temporary construction fence to protect areas of site tfiat are not to be � `� -. _ � � � � � \�� J disturbed . Confine debris and keep site clean. \ 5114 GROI� E LANE ' ° t . _ ,_ � (�� � =c� . \ � =cuND #5 RrgnP � � '�,, l r� • � �., eSS rt_ cf�, I Verify with aN utiFry cAmpanies the locatipna, comr.;ttions and requirements for installation, meters Q w✓q[D ���57iC cnp � � \ ' ¢ y" wWE \ � ',. � I (Ji � � ; , and hook-uPs of sewa, wate�. Gas, electric. J�one �d cable N. 6. S NQ, 26425 � - , . .:cxJG. 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" ,�� ` '_ � ���/ ' ` B -09��5 . �_TkfNING 5 10 20 �j �iW � -- _ � � i� i . �_ {bEi• : . . . __ � : � " .; ��� � fi � .� �� .� r � „1' � � V� � \ -- f� X.i4`� P�LDG ATfd �iRE ttYtx�/�t i 7 , - !,� � ',� f,�" \ r � ~ ?'� T O . V, STXNDrt�p � SNOUsnce /- . , -�:_ - -'��,� " � �� '_-- EAS7 VAIL VACIN (TY MAP SITE PLAN -� =, .�. : � \ , � , ,.. � . � fl — '�-� I- Cl' `y� � \�\� � � \�� � 1 CoDYrIQbi r AN rpMS roseaotl � �' r% • +� T�qB eCi''�fl6 3/O (10� 10 UY 46Otl G' fY�1tpEYtlC Wt1011� Of b 4YR wlSfi0u1 , I Y \ / wAnen permisalon ot qidA. ,II � 7( � l Uo nal Kaia lnu G�awlnys. Wnly all 1 1 1 dNIBlIWOilf O1� plle. 1 �I � Tn� drwlnq� v� nol l0 0� u��a for I � ST�6�7.. ,.u�v�RT 5 � � yro T• ^ �. SThnlDAt�3 os ch�sehaG Dy RMA ay are in�i�allo ; 1, -. . , , . . � , - ' • � ! _. — .. . . _ . _. _ _ . . . . .. .. _ ,. . � . , r . - . . , . ,. .. :,• . . , , , - „ - . _ . . . � . _ _ _ , � . , ., . , _ . , . - � , . . . - _ . � - - - , . _ � y'�` ' !nA y 4� .,, .' . . . . �� . ' . . ' ' f - T . . . . a . 4 . ,. . � . . �. � . . . , � � -d., MOfe i :.,�vZ. . � , . . .. . . . . . . - i. _ 1 - . . . . .. v - y: . . � . . . . . , � - 1 i 1 �p � PEAK �.+ad.� �i'O�l1lTANT.+� MG. � LOT 3 � � ��""� VR176a040 FA1( f70-t7FMM b00 L1010Y 1�7� LOp� VAL CO 6k07 I� J � - -�� � SEWER MANHOLE ,r '� ' RIM ELEV. = 8583.0' ;-` INVERT ELEV. . 8579. 7 ^ (� 'p" s ' (BASiS OF ELEVATIONS) I! lJ 1 ry �.r'� in 0 . .��� ----'-�-- "� ac L � k._ // • '� — ---- - \� \ J \ }4 � ( IN FEC'f ) � r y � 1 fnch = 1C ft -�_i" � O \ 1 �, A 1 f � ' . ' 'JI_� �'r`� RL6 ;i� f , :;.� J.!MINUM Cn.�' ` ` .. ��OJ ;J� "REE ISLAND O N4 Sir37. TYPICAL� __ . � OM � / ' , _ - _ _ _ -_ _ _ - ..� ` ____ � LOT 1 00� —_` _. — ; � � � r� — ;– �� �� "�, � � � � �_�."�—_` ' '-.: .\- . '"n� w . � LO T 6 .�` %� a � � 0. 303 AcRes \� "� Q+ � � E-'� ` 5114 GROUSE LANE / � ��• � � ^ � / M�1 � \ �>> � � � O � 04 \ \ � GENERAL NOTES: � O �\ , , _ \ 1 DATE OF TOPOGRAPHY: FEBRUARY 25. ?000. a � `� � � r _ �� � ?�" , _ ��, 2 PEAK LAND SURVEYING. INC. 61D NOT PERFORM A TITLE SEARCH Of THE SUBJECT Q� !�/� � �-� � , PROPERTY TO ESTABIISH OWNERSHIP, EASEMENTS OR RIGkTS-OF- WAY OF RECORD. N � ��"� �. s NO TITLE POLICY OR COMMITMENT WAS PRUVIDEU TO ESTA9USH THE EXISTENCE ri.� � [T] T F{ fOUNG �'5 REBAR \ � � � . �� THEREOF. BOUNDARIES AND EASEMENIS SNONM HEREON ARE PER THE RECORO PLAT � �•� W/RED F'LASTIC CAP � � LOT 7 3 BASIS OF ELEVAi70N5 SEWER MANHOIE (OJ6), LOCATED NEAR THE NORTHERN CORNEE � � � � 5 N0. 26626 ��� . . OF LOT 6 (SEE DRAWING). O E"� �.y w \ � \ OU1llNE OF BUILDMG RIM ELEVATION � 8385. 0', iNVERT ELEVATION - 8979. 2'. 11 O T 1 �. 8 M+1 `.� � � � 590 -,-• '` , a NoncE: Q 1� � ACCORDING TO COLpRADO LAW 1'OU MUST CAMMENCE ANY LE6Al ACTiON 8A5[D � ------- --� ' "' E..� W � _ i-. / UPON ANV DEFECT IN THIS SURVEY WITHIN iHREE YEARS AFTER 'IW FIRST ` , ` rs ase2.r DISCOVER SUCH DEfECT. IN NO EVENT, MAY ANY qCTION BASED UPON ANY DEFECT � � �,�! � \ r,. -� IN THIS SURVEY BE COMMENCfD MORE THAN TEN YEARS fROM THE DATE OF ��� CERTIFICAiION SHOYM HEREON, . O ry fq�. �rv1'�� f . 5 APPROXtMATELY 4' OF SNOW ON LOT ON DA1E OF TOPOGRAPHr, OTHER FEAnJRE� r MS � LOT S �F�'r ! \ MAY EXIST WHICH WERE NOT VISIBLE NOR SHOWN HEREON. '�■� � , � - -- — _ i " � � � , � _ ` � \ �� _ �,-- �� � ��;` . INDICATES AN EVERGREEN iREE AND iT5 TRUNK DIAM7ER � �J �/ � � � FOUND �p5 REBAR INGICATES A DEC�DUOUS TREE AND ITS TRUNK OIAAIETER r -t \� - \ �i_.J WSRE 0 P 26626 CAP O '�` �`, \ � � / . � - = , . � .. � ;;� - \ , , ; � , , , � , . . `'� �. . � , , , �,�� , , � � � , ; _ �;,£ , . t ',� � � , �d .� . �� ' � P , " - � � ,/�/c � . \ % � >'�IPVE-i �R' S C:EFTIFii;.4TE V IS�O, . � . . . . � � � ,. � � . . . � . r nfE5510NA1. . - . � . . . . . . �... � , � T1 I�0. 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Cnb2eo616i7 / \ p LAN T L E G EN D 1970i949�56?5 ' FAX 9a9-5516 / � TREES TO gE REh1ov � C \ �� / � � ��I� : PaUCF 0� � IRTREE� TD � E RETAiNED � ���\ . �' . G` �`� �� �S �€ rl rREES 'TO BE PETNNE � , ,;" � ��Y,�-,., / ' ' y' < CTh ; rJ 1 .4 �FAS �Er ETRAIJSP1-Ati1ED FiRS, � PRuCE 8 Fl; PERJ ACF. TO BE P�ArJTED �. —'J J - , SHP.U$ I SI.,A �✓ p � a� /„ ' . , i . . . ' . � �\ i o 4�}',�C. GAFDE�J: TJ �E P�.ANTED N11'� '�E�{EIJNIALS :— � � � � � 7 � � (,JPIN ��O;.,UMf'_�Ir :E °.ti10U-IIJ- SUMME2 '�ELPNi �JrUM 7E'NSTOME 'J PH � oX y,p�D ;�FCF� 1rUr�? - ' � i ( x LAUErJ�AR , POPpy �A � T'RiS �LA�C . . aEVEoI7ATE w NAriVE GF'A° C. _/ ��-.. - � �� � `N / _ ` , � � GoNSY�UGTa� � .� F6. +GE . . � / � v I � ' .vi�DF�-owee_ �MiX � :' - " � y �rc �EBR15� E'RF.�.�oN • I�RIGATI0�1 SYSTEM Tp (3E INSTA�IE > FOP. P!-HNTIr.1G AT Er.JTVJ+ n�CE �A"THS ¢ RUCK / . ����� � �i�T C-0N 'Ff'�LL � PLANTE �� S AR6J!JD �RIVEWAY 4 P�tiB. K.ING Af�. Eti� � I \ / , j D�GK � } • qLL DISTUR�EC AP,EA� �J EE ? 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DI � ."— � �\i / // a,� qPr�� � � , �000 CnAwrdq TIrtE ' � LOT 8� � � � � W NCSCAPE FLA ' � � � � DrAX �� �TM � � � � � V�� � � SR \ --� aacrso '' �/,.I I � ��,� j i g-'i. % . !Z - �\ � �� \ = xwE _ io' o" 1 ` ` PENSIONS �.h M�ni -rR� - s r9•o JfZ i� �r� 6 = 7 „rZ � P��iT � � �� ` )�// � ` � �\t I� 1 � CJ � . � 1,��I ��� � ���T f/� � � l ` I l/� -� ° i o -./i . � n / //// '\ ��� , �.�� . � LANDSCAPE PLAN — \ �ooY�,oh, � A° �,g�,$ �°sa��a°. =� C H L E //�,� � \J I O - (� y � Tnese aesipns are not lo oe usetl or repmaucatl wholly or In part withoul wriuen permission oi qMA. Do noi Scale ihe drawinps. Verily all � AYilens�onc on li16. . . - - `-' - +. TM tlBwlnp! sn nol l0 0o uNC �or T�., � ' � K.� cWlslruClion uMll Ihey are INIIeIOE ' , _ . . . . . . . � , ���� � � \, as checkee hY RMA. 1 ` � e �M ��, � � . ' ( — � _ � � � RAILTON •McEVOY � R C N I I E C f S . I . . . I PRWp(1 COMCHTS • IIE6MfI1CF5 . . . . I MFS10MTqM • COM'011AIF DFBNX � � . � . I . 951 Pe�A St.. Beulaa. 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Iil ' p � O ' I W - - -� /�' - - - - - � --o --- � � 0 ---�--- -- — . .._ — -- � . • % _o�� =d �= = � , , , LEGEND I I f � � i - -- - — --- ' 7 I I W I \� UP I � SYMBOL oesca�PnoN I 4 � ELECTRICAL PANEl80AR0 � I � i _�.. _ CIRCUI T RUN I � , �� � RECESSED CAN FlXTURE O 3l 6p t __ __... _ _ . _ — �P I ' � CEILING MOUNTED FIXTURE • I � _.._ _ � ' p� LLJ WA,IL FIXTURE � � � _..� 1�. . � FLUOfiESCENT Si�iIPUGHT FIXTURE � � o ll 3 O i � o ( � F�UORESCENT FIXTURE - SURFACE MOUNT— � — — — � � I � F�UORESCENT FIXTURE - RECESSED ./ � i—° =� TRl1CK AND TRACK FIXTURE � I r � P� PORCELAIN LAMPHOLDER W/ PULL CHAIN ,o.,.,.E„ � ` � I � DUPLEX RECEPTACLE OUT�ET ��� 3 I _u � � DUPLEXOUT�ET - 1/2SWITCHED hlh`� � Z Z�OtJ � _ _ _ _ __ __ � _ _ � y _ n � QUADRAPLEX RECEPTACLE OUTLET U�PERmFL . ELEG - P�. AtJ u S4 4-WAY SVVITCN � �`" ., N: �' 3 - - �� 3 g SINGLE POIE SWITCH °`O�° . ,� o - v � � - -. g � THREE-WAY SWITCH �° 4�' O p � D � Q TEIEPHOrJE OUTI.ET �� aTE �� � a{ TEIEVISIOPd OU11ET � _ p DIMMER AS rJOTEO �� � �7 � �� r'E"�M 175 _n SMOKE DETECTOR „ `� � FAN � FAN W/LIGNT • LEQEND APPLIES TO ALL ELECTfiICAL DRAWINGS. � ' • PFaOVIpE ADDITIONAL OUTI.ETS NECESSARY TO ACCOMODATE ELECTRICAL HOOK UP OF ALL APPI�ANCES AND MECHANICAL — � EQUIPMEN7. , � O� • PROVIOE SMOKE DETECTORS TO COMPLY WITH CODE . O �_—._ • AL� OUTLETS, INCLUDING TELEPHONE AND TEl'EVISION, TO 8E � J1 � 1 '-6' TO CfiNTEALINE ABOVE FLOOR, EXCEPT AS NOTED. LJ • ALL SWITCHES TO BE 3'-6' TO CENTERLINE ABOVE FLOOR, � UPPER FLOOR ELECTRICAL PLAN �CEPTASNOTE0. • SEE SITE PLAN FOR $i�E l '!3HTING AND EXTERIOR ELEVATION& copyripn� o �u rpnu nurv.a. ' FOR UGHT LOCATIONS ON \'. AU.S. in��. o.�iyn. .n �a� m w osw or . r�proGucW wA011y or In parl wNIwW . . . wrtll�n tmis�lon ol RYA. 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W � W 3'- b^ � u� �P L E G � N D ,�R op Y (n � � . ��-�/ � Sl'MBOL DESCRIPTION — , � U � � C� � � 3 � ELECTRICAL PANEl.80/kR0 I � O O -I � � 1 CIRCUIT RUN ` � �ns ir,s awc� UP ' � UP � 1 � � m [�� ` \ � �vt� � / � RECESSED CAN FIXTURE O � ' 'j x CEILING MOUNTED FIXTURE I � !/1 v . W vr ('^—� a wn�� Fix�vRE � � p W I o � 3��� ` �"SI , ��g �N� � FLU019ESCENT STPoPLIGHT FIXTURE — — — / � O r �� � � � FLUORESCENTFIXTURE - SURFACE MOUNT . �1 ^ _� I m FLUORESCENT FIXTURE - RECESSED 6 =0� 6 � oN � � v , . . � ��_�/ � ' �r.� �,I ' r v v i TRACK ANO TRACK FIXTURE 0003 � r.1AY 12 _ �00 3�'6 �� I 3 p (� 3 �bn `J �1.!_LT VAPIITY LIGHT FIXTURE o.n 0 � L_J O PORCELAIN I.AMPHOLDER �va,4 _wR g. MAi41 FL ELEG ' ! O JUNC7tON 00X ' � � � DUPLEX RECEPTACLE OUTLET J R c+cr,ac � DUPLEX OUTLET - 172 SWITCHED � � � • � — \ Q1�1,4pRAPLEX RECEPTACLE OUTLET �E 4� - O � ?'��� � . � . . � 240V �v+ar wn o��ww • � SPECIAL PURPOSE CONNECTION - AS NOTED �s�� �R � Z�'pO �� PExnnir g SINGLE POLE SWITCH 3 � g � THREE-WAY SWITCH a TELEPHONE OUTIET a{ TELEVISION OUTIET ' p DIMMER AS N07ED • , � SMOK€ DETECTOR � FAN . ' � FAN W/�IGHT • LEGEND APP�IES TO ALL ELECTRICAL ORAWINGS. � u � • PRQVIDE AODITIONAI. OUTLETS NECESSARY TO ACCOMODATE ELECTA�CAL HOOK UP OF ALL AF'PLIANCES AND MECFtANICAL ,' EQUtPMENT. ' LOWER FLOOR ELECTRICAL PLAN . �°�{°E �,°� °��T°� T° �°M�Y ,�'" �°°E MAIN FLOOR EL � CTRICAL PLAN ; c'°�`��' ` �� `p"" ,.'.�� � Tn��� a�slpn� �q rot to D� utW w • ALL OUTLETS. INCLUDING TELEPHONE ANO TELEY�SION. TO ec , n�����a �^�r o� � oK� .�+��wu� wrlwn p�rmlasion W qW. 1 '-6' TO CENTEiiLINE ABOVE FLOOR, EXCEPT AS NOTED. (//'°°�� no na �caN m. ah.wq�. vr+y u • ALL SWITCHES TO 8E 3'�6' TO CENTERLINE ABOVE ROOFI. •n� � ,� .. . 1� � ^ / • W�.Mys ��� �a w N u�W Nr � Mlrutlbfl uMll UI�r �n IIW�I�d EXCEPT AS NOTED. i ��°�� � o � cn.c►a oy �►u. • SEE SlTE �AN FOR SITE LI(3HTING Ml� EXTERIOR ELEYATIONS ! ` - . '� - .� FOR UGHT LOCATIONS ON WALLS. Y � _. � . , . .._ ,. _. r . .. , - � ... . � .:n . . . .... .-,. . . . _ ,: . . . .. . . � .. :, .. . . . . :. - - . . , . 'rr . . . . . i •• Al:., 7Mti ' _ , ' ��a: . � � .Y . . � � � W$ - _ . . - . . . . _ - " � . - . .. ..fJ . � . . � � 5. . � � . - r� a . s , ��� �� � 7 h- o �. . ;` ' _ 4 . . � . '� E ' . .�r� � � �� i `:j. �:1". �.+'yyAi? 7�r .,� q� a ,/"'• � � .. .� . , .� . , ru �� .. ...., , . . , , . �. . . ..a. , ,:. _., �� . � . - �, . . : ; . . . . .... . '. . . . r k M . . ..✓ , . n1 . . . . Y . �3 .A - -. . _ . A : . .. . . . . . . . . : �� �� , . . . _ . . . ��l' . . . �. , r. . , - . _.. . ., . - � � � �,. . . •. .. . � r . . , � .r . .. . , � .._ . � :r. :`rY!_ - - t , . . �a . • . � � ' . ��r- � '_r.. . ,� . .. . � , o .. . , .. , ._ . .. .. v , . ,-« . - .. . . , . . . - _ . . . . . . . .-�.. . , ., . ., : . . ��. , . ' r _ . . : :.r . � .,. Y., . . � . . . . . .♦ .. . .. � . . . � . . . . - . . i �� " ,� . . . - . : . .: � .. . . F . . � . . , . . . _ . . . . r.c'ucani NnTFS•nRFVFR RFStDFNCF JOB �0006- 07 i. Unless noted otherwise, steel connectors such as those monufactured e. 8olts used in structural steel framing shall be the breok-off, torque RAFTERS SEE PLAN by the Simpson Compony sholl be used to join rafters, joists or beams indicating typa, or torque inspection shall be provided os req�ired 6y FOR RIDGE DESIGN CRITERIA: to other beams at flush -framed conditions. Use all specified nails . the building inspector. CONNECTION SCHEDULE HEADER BM.�` Q Q CONN. TYPE Connector conditions not otherwise noted shall utilize Type U or Type f. Typicol framed beam connections shall consist of pairs of 1./4" angles � Roof Live Locd (Snow) - - - - - - - - - - - - - - - - - - - BO psf HU hangers of o size specifically designed for the member supported , using the maximum number of bolts called for in Toble II-A of the � SIMPSON H5 O O O ��c�uiiultinry����/ Roof Dead Load - - - - - - -- - - - - --- - - - - - 15 psf as shown in the manufacturer's published tables. Contact structural AISC Manuol (ASD Ninth Edition) . ��, en ineer for details as re uired . g. Expansion bolts shall be wedge type "Hilti", "Rawl", or "Red Heod " or 08 SIMPSON �SSU210 r{d;✓ � EE ���'•y�j;, Floor Live Load - - - -- - - - - - - - - - - - - - - - - - - - - -40 psf 9 9 � Floor Oead Load - - - --- - - -- - -- - - 15 psf j. P J � �;,:'� � •%� � � _ _ _ _ _ _ _ _ Wood nailer lates installed on steel beams or concrete walls for top - approved equivaleM with the following mmimum embedrments: C SIMPSON LSSU210- 2 �- Deck Live Load - - - - -- - - - - - - - - - - - - - - - - - - - � 00 psf flonge hangers shall be ripped to match the width of the wall or beom 1 /2 " diameter - - - - 2 1 /2" iQ _ _x . Q: �a = Deck Dead Load - - - - - - - - - - - - - - -- - - - - - - � � Psf flange. Nailer plotes supportinq top flonge hangers form one side only 5/S" diameter - - - - 3� J '6�'�d -- N �: Z 6' 8asic Wind Speed - -- - - - -- - - - - - - - - - - -- 80 mph (Exp. B) D SIMPSON HU412 MAX. � shall be installed flush with the face of wall or beom flange at the 3/4" diameter - - - 4° / • • E ` ` Seismic Zone - - - - - - - - - - - - - - - - - - - - - - - � honger locations. h . Adhesive onchors called for on the drawings shall be glass copsule � � %`�n':� .•'�''� _ �� �• � Q SIMPSON HU412 MAX. (SLOPED) L '�i /�� 'I`III" a�` . ,� _ U8C Edition - - - - - - - - - 1997 k. Manufactured joists shall be from on approved manufacturer and shall types such as Molly Parabond" or Hilti HVA' anchor systems. RIDGE BM . i9ji „ n'� . � be equivalent in lood carrying capoclty and deflection criteria to Minimum embedments, if not specificali� indicated on the drawings , F SIMPSON LSSUI25 f � ����'� �\\ FOUNDATION DESIGN : 7JI/PRO - 150 series joists in depths and spac� ngs indicated shall be according to the manufacturers specifications. � Q VALIEY BM . VALLEY BM . on plon . Provide bbcking, bracing , web stifieners and other i. All welding sholl be done by an AWS qualified welder. Q ( z )- 3/4"0 THRU- BOLTS (HIP BM . SIM . ) (HIP BM. SIM . ) i � a . Design of individuat and continuous footings is based on a occessories as required by manufacturer, j. Delay painting within 3" of field welds until welds are completed. maximum allowable bearing pressure of 1500 psf (dead I . Laminated veneer lumber (LVL) shall have the following properties: k. Where corrosive soil conditions exist, steel angles that ore used to � SIMPSON LUS212- 3 MAX. � L � � RAFTERS load plus full live lood) . 1 . flexurol stress - - - - - - - - - - - - 2600 psi support exterior stone veneer sholl be galvanized and sholl be ottached b. Foundation and retaining walls have be designed using a 2• Modulus of elasticiiy - - - - - - - - - - - - 1 .900,000 psi to the foundation with galvonized or staiNess steel exponsion onchors. Q SIMPSON LUS210- 2 � lateral pressure of 60 pcf. "at rest" and 40 pcf "octive" 3 . Tension parallel to grain - - - - - - - - - 1850 psi �' � . Footings sholt be placed on the natural undisturbed soil , or 4. Compression porollel to groin - - - - - 2310 psi BACKFILLING: � -- - '� o, � 5. Com ression er endicular to rain O (1 ) - 5/8"f� x 14 LAG 6" MIN . MAX. L 1 �2 �3 � compacted structural fill , below frost depth . p P P 9 PENETRATION INTO POST 0 (� � � � d . This foundation hos been desi ned accordin to the desi n ( parallel to glue line) -- - - - - - - - - - - 750 psi a. Do not backfill against retoining walls until supporting elements are in � � recommendations set forth in geotechnical report No. 2034 by LKP 6. Horizonlal shear- - - - - - - - - - - -- - - 285 psi place ond securely anchored, or adequate shoring is installed . 4' - 0 (3)- 16d (2)- 16d EA. SIDE (2)- 16d EA. �AEMBER ? � � � Engineering , I�c. The contractor shall follow the construction 7 . Connection of multiple- member beoms' Concurrent backfilling of each side of o retoining wdll to final grades 0 S�MPSON ITT29. 5 � a, a, 6' - 0 (4)- l6d ( 2)- 16d EA. SIDE (4) - 16d EA. MEMBER p requirements from this same report. A. Top- loaded beoms as indicated on plan or section is required unless temporary shoring is l� .�..-. i For members 12" dee or Iess, nail each member installed . � SIMPSON HWU5. 50/9 5 g'_ 0 6 - i6d 3 - 16d EA . SIDE 7 - t6d EA. MEMBER � p� ° Q e. Provide continuous foundation drains around the perimeier of all ) P � � � � � � bosement walls and at the base of retaining wolls. Contact to the next with 2 rows of 16D nails at 12 " o.c. b. Verify type of fill with soils engineer and structural �ngineer prior to � Z � °,�' � ii) For members greater than 12" deep, nail each backfilling. SIMPSON MIT11 . 88 10'-0 ( 8)- 16d (4)- 16d EA. SIDE ( 11 )- 16d EA. MEMBER F •� geotechnical engineer for details member to the next with 3 rows of 16D nails at � f. Provide crawl space ventilation per UBC requirements. Q SIMPSON WPU3.56/9. 5 12' - 0 ( 10)- 16d ( 5)- 16d EA. SIDE ( 2)- 3/4"0 THRU - BOITS -� u� g , A representative of the geotechnical engineer shall verify soils 12" o.c . �T; � � 14' - 0 SIMPSON LSSU210 SIMPSON LUS210 (3) - 3/4"m THRU - BOLTS Ul •- N co conditions and types durrng excavation . Due to the ant�cipated high B. Side- loaded beams QO SIMPSON LUS210 rn ,r� � For two or three member beams, nail each member a. All rout beneath column base lates ond steel beams at beorin sha�l 16'- 0 SIMPSON LSSU210 SIMPSON �US210 (3)- 3/4"m THRU - BOLTS p � �i iO ground water elevation , the foundation desig� should be reevaluated � 9 P 9 ot this time to consider the necessity of helical piers. Report any to the next with 3 eows of 16D nails at 12 " o.c . be non -shrink, non'- metollic type grout. Grout shatl hove a minimum QP SIMPSON ITT49. 5 � � discrepancies from original finding to structural engineer for reevaluation ii) For four member beams, bolt through with 2 rows �ompressive strength of 2500 psi . of foundation design of 1 /2 " diameter bolts at 12 " o .c . � SIMPSON ITT11 . 88 iii) For four members consisting o( more than four GENERAL REOUIREMENTS: � o m U 3 SCALE : 3 4 " = 1 ' - 0 " � RIG�� FOAM FOUNDATION FORMING SYSTEMS: members, contact sQructural engineer. �R SIMPSON �US28 57 �, � � o � m . Fram� ng Notes: a . Structural erection and bracing: The structurot drowinqs iHusirate the �S SIMPSON LUS28- 2 � a . Several companies manufacture rigid foom block foundation forming i . Exterior walls : completed structure with all elements in their final positions, properly Y systems. Each has diiferent characteristics , such as height and A. All exterior walls are 2x6 studs � 16" o.c. to a maximum supported ond braced . The Contractor, � n the proper sequence, shall �T $IMPSON MIT29. 5- 2 N width of the blocks, size and sha e of concrete cores, and s ocin height of 12 ' - 6", 2x6 stuals O 12 " o.c . to a maximum p p g „ provide shoring and bracing as may be required during construction to of crossties. Each manufacturer hos certoin minimum reinforcing height of 14' - 6", and (2) - 2x6 studs � 16 to a maximum a� hieve the flnal completed structure. Contoct the structural engineer for � SIMPSON PBV6 � - requirements. This foundalion has been designed for the system height of 17 ' - 4 " unless otherwise noted . Walls taller consultation (not in contract) os required. �: ,_;y indicated on the lans tor the s ecific loadin re uirements of this than 17'-4" shall be frarTned with manufactured parallam QQ SEE SECT 3/S7 � P p 9 q studs, contact en ineer fo�r s acin re uirements. Ca b . Dimensions: Check all dime�sions against orchitectural drawings prior �_ - structure. Substitution of another system is not allowed without 9 P 9 4 p to construction . Do not scale drowings . re -evaluation of reinforcing requirements. with o double top plate installed to provide overlapping at a Construction practices: Generol Contractor is responsible for means, b. Concrete and reinforcing steel specifications are as indicated in the corners and at intersections with other partitions. If inethods, technlques, sequences and procedures for construction of _ O appropriate sections of tMese generol notes. overlop is not possib�e, strap top plaies with metal strop this project. Notify structural engineer of omissions or conflicts MULTIPLE STUD OR 1--�1 c . Construciion techniques such as form lay - up, bracing, concrete ties (Simpson ST292 or equivalent) . between the working drawings and existing conditions. Coordinate , PARALLAM PSL COL. r /-� placements, securement of reinforcing steel, and use of accessories 8 . Gable-end walls shall be Ibal�oon - framed to the bottom of requirements for mechanical/electricol/plumbing penetrotions through \ v 1 O shall be according to the manufacturer' s specifications. Some rafters or end - wall trusses unless approved by engmeer, ytructurol elements with structurol engineer. Jobsite sofety is the sole ; ~ Q monufacturers recommend or require the presence of their field C . Floor or roof framing members must be aligned to bear responsibility of the contractor. All methods used for construction � , / , , � representative during constrvction . within 5 inches of the studs beneath. shall be in accordonce with the latest edition of the UBC. /,/� ' � d . Details not s ecif�ed on the structural draw� n s sholl be accord�n to D. Provide 7/ 16" thick APA rated sheathing ( plywood or d . It is the res onsibilit of the controctor to contact the structural / � ' � I ~/� N P 4 9 OSB rated 24 16, ez osure 1 , at exterior face of exterior P y �"` ' �" ' H-1 N-�I the manufacturer' s stondard detoils . ) � P engineer at the appropriote time to perform site observotion visits . / ;; , , walls. Block all horizontal joints . � Observations visits to the jobsite by the engineer are for determination � � ;� � j„ ' m RFINFORCED GONC ETE' E. Provide (3)- 2x10 headers over all door ond window of general conformance with the construction documents and shall not r; � � �� j � , ��j;�/ i. � � ^ � �� openings , with one 2x6 trimmer and one 2x6 king stud be construed as inspection . , �� � ���. '� , . ��/��/ � � � a . Concrete design is based on the "8uilding Code Requirements for each end , unless noted otherwise . e. Though every effort is made to provide a complete and cleor set of \ � �' � , � � � O Reinforced Conerete" (ACI 318 -95). F . At beam bearing �ocations in stud wolls, provide multiple - construction documents , discreponcies or omissions may occur. - b. Structural concrete sholl have a minimum 28- day compressive stud posts equol to width of beoring member unless Releose of these drawings onticipates cooperotion and con6nued �� i I 1� V 1 strength of 3000 psi . noted otherw�se. communication between the contractor, architect and engineer to / � c . Concrete shall be proportioned using lype I cement. Admixtures 2 . Interior load bearing walls : provide the best possible structure. These drawinqs have been / / �-' ��1 A. Interior load bearing walis are 2x4 or 2x6 studs (as re ared for the use of a ualified controctor ex erienced in the / � w containing chbride salts shqll not be used. P P Q P i n d i c a t e d o n p l a n) � 1 6" o. c . w i t h 1 /2 " g y psum c o n s t r u c t i o n t e c h n i u e s a n d s s t e m s d e i c t e d. � � d. Cold weather concreting procedures shall be provided as recommende d 4 y P � � in the ACI Manual of Concrete Praciice. waHboard both sides unless noted otherwise. Cap with a e. Anchor bolts for beam and column bearing plates sholl be placed with double top plate instatled to provide overlapping at j � / / I' � setting templotes . comers and at intersections with other partitions. If NAILING SCHEDUIE � ~ / � � f. Exponsion bolts shall be located ot a minimum of 6 bolt diometers overlap is not possible, strop top plotes with metal strop % � r � from concrete edge and spoced ot 10 bolt dipmeters unless noied ties (Simpson ST292 or equivalant ) . 2x floor joist to girder, sill or wall plate ( toenail) 3- 8d � \ " r � � r� otherwise. B. Floor or roof froming mernbers must be aligned to bear �l V 1 � ✓ g . Anchor bolts tor wood sill plates shall be placed ot 4 ' - 0" maximum within 5 inches of the studs beneath . I - joist to girder, sill or wall plate ( down thru bottom chord) 2- 10d � C. Provide (2) - 2x10 headers over all openings in wall, with � ' spocing with one onchor bolt at 12 " from each end or comer ond / � --� � a minimum of two onchor bolts per piece. one 2x4 or 2x6 trimmer and one 2x4 or 2x6 king stud Sole plate to joist or blocking (face nail) 16d � 16" / h . All exposed edges and comers shall be chomfered 3/4 ". each end , unless noted otherwise . / 2x BLKG. � D . At beam beanng locations in stud walls, provide mulitple- Top plate to stud (end nail ) 2- 16d / TO MATCH � w w - i . Concrete floor slabs on grode ond on metol decki�g supported by steel / COL. A80VE /1> �-' stud posts equal to width of bearing member unless / H�•� � framing shall hove sawn or tooled control joints at a maximum spacing Stud to sole plate 4-8d ( toenail) or of 15� -0' in eoch direction . Locoie control joints alo�g column grid noted otherwise . /'� 3. Floor Construction : 2- t6d (endnail) O � lines where possible and provide slab isolation oints around columns. A. Provide 3/4" thick APA rated Sturdifloor rated 24 " j . Concrete coveroge for reinforcing steel (ACI 31 �-95) : Double studs ( face nail) l6d � 24" � � � 1 . Concreta cast against and permanently exposed to earth 3" o.c., tongue and groove exposure 1 . Glue and nail 2 . Concrete ezposed to earth or weather : panels to oll supports. Irrstall sheathing with long Doubled top plates ( foce noil ) t6d � 16° A. #5 bor ond smaller 1 1 /2" dimens�on perpendicutar to jasts and e�d joints �7� sta ered. 2 SCALE : 3 4" = 1 ' - 0 " rT, 8. �6 through # 18 bor 2" 99 Top plates, laps and intersections (foce nail ) 2- 16d � � M-�-I 3. Concrete not exposed to weather or in eontact with ground: B. Provide solid blocking beivween flaor joists at all bearing S7 rn A. Slabs, walls, joists (# 11 bar and smaller) 3/4" locations. Blocking material shall match the floor joist Continuous header, two pieces 16d � 16 " V 1 � B. Beams, columns � � �2" material . along each edge ��I � 4. Roof Construction : � �3', RFINFORCING STEEL: A. Provide 5/8" thick APA plywood Sheathing rated 40/20, Continuous header to king stud (toenail) 4-8d exposure 1 . Instali sheathing with long dimension SEE PLAN � O O a . Detailing , fabrication ond placement of reinforcing steel shall be in perpendiculor to rafters or trusses and end joints Ceiling/floor joists, laps over partitions ( face nail ) 3-16d �T 0 y�, - - - - - - - - - - � accordance with the ACI Manual of Concrete Practice . staggered. b. Except where otherwise noted on the drow� ngs, reinforcinq bars shall B. Plywood sheathing sholl be appl �ed continuously over the Ceiling/floor joists to paraUel rafters ( face nail) 3- 16d � 2 � (�q, � conform to ASTM S ecification A615 - 79 and shall be rade 60 exce t primary roof inembers ( rafters or trusses) below F� � P 9 P overframed areas to provide adequate lateral stability. Solid - sown rafter to plate 3-Sd toenoils I ( 2)- #5s � M ties , field bent bars where permitted by note on pian , or bars to be or Simpson HS ��L�+ C . Provide wind/seismic anchors at supports for all roof Z � welded, which shall be grade 40 . 2 - � � joists and trusses . See n�oiling schedule. c . At splices in concrete , lap bors 36 diameters. Don not weld or . I - joist rafter to plate (down thru bottom chord) 2 - 12d ,� use mechanical splicing devices unless specific.ally approved by D. Prov�de solid blocking between rooi rofters , trusses and _ r ^ engineer. lookouts at oll bearing locations. Blocking material shall 2 � I ��� motch rafter, truss chord, or lookout materiol . Built -up comer studs 16d � 24" SEE PLA_ .N b � d. At corners , moke horizontal bars continuous or provide corner bars . 2 5's x� T. O W. Y Around openings and steps in concrete, provide (2) - �5 bars extending 5. Wind Bracing : Built -up beoms ( each member to adjacent) 16d � 12' O- � � - '�^ 2� -0" beyond edge of opening or step . A. Walls over 4 feet long which are sheathed with gypsum along each edge � � � - � � ✓ e . Extend reinforcing steel a minimum of 24" through cold joints. Unless wallboard on both faces and are indicated os shear walls _ _ _ _ _ _ � on plon have been designed to resist wind forces in p� ood or OSB roof wall floor sheathin 8d � 6" alon ed es O specifically Iocate0 on plan or details, coordinote cold joint locations YW � � 9 9 9 SEE P�AN � EXTEND HORIZ. REINF. Z ' wlth engineer. accordance with Table 25 - I of the UBC . ad � 12 " intermediate supports T.O. F. I , 2 ' - 0 PAST S7EP TYP . f. Wetded wire fabric shall conform to ASTM Specification A- 185 . Lop B. At shear walls , screw i /2" 9YPsum wallboard to all studs a welded wire fobric o minimum of one full mesh plus two inches. Laps and to top ond bottom pl�ates with �8 X 1 1 /8 " drywall I a � sholl be wired toqether. screws at 7" maximum spacing. �`1QIE� �"� z � �' g . Metric bar size conversion table : C . Exterior plywood or OSB wall sheathing is required unless 1 . The nails in this schedule are common wire or box noils. If cooler, sinker, or other • types of nails '� % � M RI INCH -POUND specifically deleted by engineer. are used, contact engineer for required spacing and sizes. �,� � I I designed by TFA 10 3 CTRUCTURAL GLUED LAMINATED TIMBER • 2 . If staples are used, contact engineer for required spacing and sizes. CASCADE //\� � � _ _ _ _ _ _ _ _ drawn by TTR 13 4 3. This schedule indicates minimum requirements for nailing. Where speciol condltions exist, use FTG. �=_ �- - 16 5 a , Materials, manufacturer and quality control shall be in conformance the specified nailing indicated on the plans and detaifs. SEE PLAN checked by 19 6 with AITC Product Standard PS 66 -82 , "Structural Glued Laminated z2 � Timber". OPTION 2 \\j\\ m 25 8 issued Z9 9 b. Laminoted members shall be fabricated using Douglas Fir with the /\ � 32 � p following combination symbols: SEE PLAN PERMIT 06 /27 /00 36 � � 24f -v4 Simpie- spon beams _ _ _ _ _ _ _ _ _ 24f -v8 Continuous or contilever beams T. O. W. STRUCTURAL WOOD FRAMING Z Columns � 2 0 _ c . All members shalt be Architectural Appearonce Grode, unless indicated - ( 2 ) - #5' s x� o. Except where noted otherwise, all 2 " nominal lumber, except studs, otherwise by the architect. ( � shall be Dou las Fir- Lorch �2 and better, and all solid timber beams d Protect members form damage or exposure to moisture prior to and 2 � � during construction , 2 � - and posts 3 nom � nal and wider shall be Douglas Fir- Larch �f 2 - b. Studs shall be Stud grade and better pouglas Fir-Larch or Hem Fir. e. Adhesive shall meet the requirements for wet conditions of service . c . Built - up posts shall consist of Douglas Fir- Larch or Hem Fir � 2 or f. Do not camber laminated members unless indicated on the drawings . 2 - � ( better 2x4 or 2x6 studs per plan and shatl be noiled together with 2 SEE PLAN -- rows of t6d noils � 6" on center along each stud . STRUCTURAL STEEL: (2) - #5' s x� T. O. W. d . Built - up beams consisting ot multiple 2X members shall be noiled 2 O �, � together with two rows of 16d nails spaced at 12 " on center, or a Structural steel shall be detailed , fabricated ond erected in accordonce _ _ _ _ _ _ with two rows 1 /2" diameter thru - bolts spaced 24° on center. with the most current editions of AISC Specifications ond Code of e. 7op ond bottom plates shall be Douglas Flr- Larch or Hem Fir #2 ond Standard Practice . SEE PLAN EXTEND HORIZ REWF. better. Plates placed directly on concrete walls or slabs shall be b . Structurol steel rolled shopes, including plates ond angles, shall be T� � F� I I 2�- 0 PAST STEP TYP. � sheet ASTM A36 . Tube shapes sholl be ASTM A500 grade B . Pipes shall I a pressure-treated Hem Fir #2. be ASTM A53 rade B or ASTM A501 . �� 2 - � w f. Within floor joists spaces beneath solid or built - up columns noted on 9 plans, blocking of oreo equ�volent to column obove shall be provided. �� Tube shopes are actual size as specified on plan. Pipes indicated �\���/� � I I N Door or window trimmers consisting of a singie stud do not require on plan are nominal (approximate inside diameter) and refer to AISC speciol blocking in the jo�st space. p�pe schedule aimensions �/� � � _ _ _ _ _ _ _ _ � � g . Except os noted otherwise, minimum nailing shall be provided as d . All bolts used in steel framing shall conform to ASTM Specificotion specified in the "Noiling Schedule " on the drawings (UBC Toble A325 . Anchor bolts and bolts used in timber connections may be � ASTM A307 . Bolt sizes sholl be 3/4 " diameter unless noted SEE PLAN - 23 - II - B- 1 ) . T. O. F. h . Boits used for wood framing connections sholl be installed with otherwise . �j� m standard washers and nuts. 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's O 48" 1 /2' PLYWD. OR OSB SHEATHING IN CONT. 7REATEID 2x12 f�' FLOOR TOPPING PER ARCH. CONT. TR1fD. 2x8 LEDGER W/ 104�- 11 3 4 1 /2" � x 10" A.B. 's O 48" -� ���«�'�'��N���u;4� 3/4"o x 5 1 /2" EXP. ANCH . T.O. PLYWD. 3/4" T6cG STURDIFLOOR IN CONT. TREATED 2x12 I� .��:�...,;3� `% c�� �`�EO� ••••Jy � � 2a " (NOTCH LEDGER INTO FOAM) �, , • � � 104' - 11 3 4 - - - - - - - - - - - - - - - - - - = _- 105'- 2 .,, • �� ,� _ - - - - - - - - - - T. O. W. I . -=_�- - -- -- T.O. PLYWD . Z � . I - � 105'- 2 104' - 11 3/4 � � a \� �4 � � I � T.O. PLYWD . - tO. W. � y . .� � �� � _'� = �-= = - s:d • ` � , QR TYP . --- --- -- 5i_OPE SLAB �l� •�OK, � �' - ---. - ' - - -- - - � � � _ -- - - - --- — --- - KQ • 1 , - - . 4 �p�%::. `��� z - - - - 1 � � 104' - 10 �'A//ppfinnnu�a � . � 2x8 's O 16"� BLKG. O BRG. = T. O. SLAB - ~ (LAP TJI 's) � -'' , , � WALL ' . �S's VERT. O 16" i � CENTERED IN WALL .: �a � � 9 1 J2 TJI/PRO - 150 � 16 yo; I 2x6 STUDS O 16' � — 2x6 STUDS � i6 " I C '� 1 /2" 0 x 10� A. B. 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SLAB � � �ONE EACH COURSE) Q r � - ---� y,,.- ; � . • _ � �0 �V� - - � � - — ' ' "��i� � , 'yA • 8" CORE CONFORM VWFB : �S DWLS x � `�ti�'��,y'� �0 9 1 /2 TJI/PRO- 150 O 16" CENTERED ON FTG. . _���� ; O 16" aJ�iG �5 � DWLS x� i �-•, O 76" N N5's VERT. � 16 " _ 6' 6. CENTERED IN WALL _ ( 2) - /j5's CONT. HORIZ. � TOP & BOT. - ( 2)- /{5's CONT. HORIZ . TOP & BOT. �/5's CONT. HORIZ. O 10" e (ONE EACH COURSE} „' ' . _ . �5 DWLS x `O� � � (2)- k5's CONT. HORtZ. � � '.i � . ---- -- - -- y7 �T O. FB - ___ 97' - 1 7 8 � i6 " �`+� TOP dc BOT. Sheef T �� F 92 ' - 7 3 4 6� ' . , . I ! T. O.F. � . _ � 4" 12' � 4. 12. ° , �- PER�METER DRAtN � PERIMETER DRAIN 4 12" s � t ' - g" PER SOILS ENGINEER � �_ g�� PER SOILS ENGINEER L-1-- SCALE 3 /4 " = 1 � - 0' 4 SCALE : 3 4" - ' , ,-8• SCALE : 3 /4 " - 1 ' - O" SS SS / - t ' - 0' 1 SS � _ ,. . ; - : > . :: , - � A'} / � . _ "_ � Y .. . . . . . _ , . . . _ _ . . . . . . • � - . • - . . . . . . ' . . . ... 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' `\\����111111111111!/��j� , � � \ Y : ���i� ��M����_'�, i� . .. �� � �',�E� ��� i� � � ' ' 'I �, G :�1 = c � ' • J � C . �40 � � i / = r 2x6 STUDS O 16' %x : �' Q" =� _ 53'-0" PARTY WALL CONST. � • , . � (SEE ARCHITECTl1RALS FOR ��jt�>d N .,,_ = c ) % b •:& .• �.`' : . . . ��� •��� �� •7C';`�- _ /� _�v • . • .. —. 1 /2" 0 x 10" A. B. 's � 48" '����li;�qwn. •, �\\ . 14'- 0" 9'- 0' 6'- D" 9'-0" 1 S'- 0" 11 '-0' IN CONT. TREATED 2x12 I� �, 100'- 5 7 /8 8" CORE CONFORM VWFS CENTERED ON FTG. c _ _ , _ � T' �' W' 4" CONC. SLAB ° p, � � 100' - 0 uNi M N `8 I a � • . a - T. O. SLAB U � � ' — - - — - - —� � I � �-- - - - - — — a _ , • � . Z � i i N I I I I N , � � I `�°ii"pi i�G $ � �������' � � rn rn I �- — — — — — J I ( L" — — — — — — � I �,�O �� o�' oii9 � � yi\y �i, ��o�iy,� ... � o x I I S5 I I I I I #!5' s VERL � 16" ��ay �y��i Q � °;� CENTERED IN WALI. 5's CONT. HORIZ. � 10" � Z �ONE EACH COURSE ) J y I I S � I I 1 ' -8° /�5 DWLS x `D I Ul � ao I (2)- /{5's CONT. HOR! Z rn N ,� I I I � 1 6" 6 � TOP dc 80T � � � � I I " " � I I I I 97�- 1 7 8 • . x 1 ' - 0" T. O.F. o m � I � � � • � � � � J U � Q ' � I I � I I I T. O. W. = 95'- 11 3/4 ° � L a > � I T.O. F. = 92'- 7 3/4 ao t2" a" � N � � � � � 1 ' - 8.� I I I I I I 3 SCALE : 3 4 " = 1 ' - 0 '� I I I I I I I T. O. PIER = 96'- 0 � \ S1 — J � "' I � i . T. O. W. = 100�- 1 3 4 � L - - - -� � I �- - - - - - I J I ,C�Q ' 2 �� /D - - - /E II O � - --F— - � - - - � � S5 BELL BASE OF � o I BLKG. PANELS BTWN . JSTS . � O _ T. O. F. = 92'-7 3/4 I I � � � BRG. , _ _ _ _ _ _ i a PIER TO 2 ' - 4 � I--1 /� , . � I � � � . � M-�-�I �- — — , — — — � _ - _ - -_ - -_- __ - - - - - - -J L - - J - - - � - - - - - ss ' - 2 i--i � I 1 B T. O. PLYWD. - - - - - - -- - ^ �y — — — — — — — — — � St L — — — — — — — — I �� V--1 11-1 � STEP STEP M _` STEP T.O. F. T.O. F. — --- _ — . - - - -- 1�-�-� O S�Q . T .O.F. 13' - 0" S' - 6 1 /4" 3'- 5 3/4" 12' - 0° • 11 ' - 9 3/4" I 9 1 /2 TJI /PRO- 150 � 16" J - � � � 1 '- 0" � � V 1 O , � � � � - � ° � � � � 2x6 STUDS � 16 " Q, 3'- 2 1 �4" � � i � � � � ( T. O. W. = t O4�' 11 3�4 I I N I � � � T. O. F. = 95' - 9 3�4 T. O. W. = 99' - 11 3/4 � I , � � 1 '-8" � T.O. F. - 93' - 3 3 ,' u � � a � T. O. W. = 99 ' - 11 3�4 � � T. O. W. = 99' - 1 3�4 BELL BASE OF � I PIER TO 2 ' - 4 DRIVE PINS � 16 " IN CONT. 1'�� � � T. O.F. = 94' -1 3/4 1 '- 5 3/4 " 2 T.O. F. = 93�- 3 3/4 0 _ � TRTD. 2x6 i� � � � �n ° I Si I o �° � ' 92 '- � 3 � 1/ ' � a I STEP STEP I I ` �E N N a . a T. O.F. � � � T.0. F. — - - - T.O.F. I � - - - - - - - - - - - - - - - -� - - -L - - - - - J I � • ` • � - - - - - - -- - - - — -- - - - I T. O. PIER = 96' - 0 � Z) - N5's CONL— - ' - -- -- � .. o I - - - - - � A - - - - - - - - - - - - - - - -� - - r - - - - - -� � :�� T . � � W o � � I FLOOR DRAIN T. O. W. = 95' - 9 3/4 � 5 I � �I I I �SEE ARCH . � T O F. = 93' - 3 3/4 0, SS I I ° � h� �L �I I I 3 ^ �n I I 2 � , _ 4" SCALE : 3/4" = 1 ' - 0 " � �J � n I }, 96� - 2 I io io T. O. W. = 104' - 11 3/4 �� I T.Y 0. SLAB - STEP I I 55 T. O. W. = 99' - 10 1 /2 � � T. O.F. = 93'- 3 3/4 I S1 L � T.O.F. L _ ° T. O. F. = 93' - 2 1 /2 � � r, � _ _ ° � - - - - � '� MU� _ I - - - - - - - - - - - - - - - - - - - - - - � , _ - - - - - - - - - - - - - � STEP o S7EP t04'- t1 3 4 � _ . T .O.F. i FLOOR DRAIN � T.QF. T. SLAB = 104'- 10 T. O. STL. BM . SS STEP � SEE ARCH . STEP � OUNDATION WALL o T.O . F. � FLOOR JOISTS NOT � O rY 4" CONCRETE SLAB ON 4" CLEAN GRAVEL T.O. F. � SHOWN FOR CLARITY � � ���� �J ` T. O. SLAB = 104`-10 STEP BASE ON UNDISTURBED GRADE OR �i � FOUNDATION WALL T � COMPACTED STRUC7URAL FILL PER SOILS 900' - 0 � ENGINEER. REWFORCE SLAB W/#3's � 16" T�- � S�AB � 4" CONC . BEAM PER PLAN 4" CONC . EA. WAY THROUGHTOUT. PROVIDE 1 ° SLAB � o SLAB DEEP SAWN OR TOOLED CONTROL I p I �1 � JOINTS AT 15'- 0'� MAXIMUM � � CAP e: � " v I SPACING EACH WAY. / � '- \ I I T. O.w = 97�0 1 7/88 I I p - 1 /2" x BM. WtOTH x 0 - 8 W/ � BASE R 1 /2"x10'x0' - 10 (2) - 3/4"0 THRU - BOLTS � , . 1 I I � � I I 0' - 3° � A B. (s )ON 1?^ MINX SHIM TS 3x3x1 /4 � . /� I I I I � �- 8 & GROUT � T. O. PIER = 105'- 0 O , T. O. PIER = 105' - 0 I T. O. W. = 108' -9 7/S I I I 8'- 0" � � I I T. O. F. = 97'- 1 7/8 I . 92 ' - 7 3 4 I 1 ` 8" � 'rR . � . T. O. F . � �— � 1 � - � �� �e d° ' ° , • II . �I� ' ��'���'.� ' o x � �. +�1� 4` ¢ w t- . . I I O �9 � � ° � � a � • � P � = d _ .� 3 I � a�. , v�i o designed by TFA � � I � � S� � a drawn by TTR � ° � I ss � checked b a ( T�_,�0 _ I I I I SEE SCHED. fOR REiNF. EQ EQ c� y \ � issued Y S B „ � 1 I I I I I I SCHED. WIDTH � cO �D I � - I I I PERMIT 06 /27 /00 . , o T. o.w. _ � oa' - s �/a o T. O. PIER = 105-0 � � _ T, 0_F; = 97 - 1 7 /8 I Sl S� ALE: 3 4" = 1 � - Q �� � i L - - - - - J � - - - - - - � - - - - - - - - - - - - - - - „ r� i ' - 3" 6 c N OR TH '� ss f O U N D A T ) O N P L A N SCALE : 1 4 " = 1 ' - 0 " SPREAD FOOTING SCHEDULE TYPE SIZE REINFORCING ` ` ' PLAN NOTES - i ' - o" A 2' -6 x 2' -6 x 1 '- 0 (3 - 5's x 2 '- 0 EA. WAY L ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATEO ON PIAN THUS: g 4'-0 x 4'- 0 x 1 '- 0 ( 5) - //5's x 3'-6 EA. WAY 10' -0" 6' - 0° 11 '- 0' � � '- p" T. O. W. = TOP OF CONCRETE WALL T.O. F. = TOP OF CONCRETE FOOTING THESE ELEVATIONS RELATE TO 100'-0 AS A REFERENCE EIEVATION AT THE (5)- ({5's x 1 ' - 6 TRANSVERSE�Y : � LOWER LEVEL S�AB , AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. C 2'- 0 x 4'- 0 x 1 '- 0 shee± (3)- J�5's x 3'- 6 LONGITUDINALL " : 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS D BEI.L PIER TO 2'-0 0 SEE SECT 2/SS ;; . a � . AT THAT DEPTH . CONTACT ENGINEER IF OVER EXCAVATION OR HELICAL PIERS IS REQUIRED. E BELL PIER TO 2'- 4 m SEE SECT 2/S5 ` 16'-0" 3' - 0" 23' - 0" 3' - 0" 8'-0" 3. STEPS IN TOP OF CONCREIE WAU. INDICATED: � � � 4. CQNTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION • 53' -0" WALLS UNLESS NOTED OTHERWISE. 5. CONCRETE FOUNDAl10N WALLS ARE 8" CORE CONFORM VWFB AND CONTINUOUS POOTINGS ARE 8" THICK x 20° WIDE UNLESS NOTED OTHERWISE. '_ • 6. DO NOT SCALE DRAWINGS. �-Ji-� / _ °,� °�-r'""`�`�� , �::... - - - � �. - - � - _ . -_ �a� . .{ . :,r . . . � . . . :Y . . _ �' " . � . . , � . . ' � � � � �.3�.�``��.z� : t ��y,� 7"3 .. ;J-.Yts y 'c.��4�Ii 1�l y, � � "�r�' . �-k'a - �=2 . a t � .,I � � >�- :: _ . . . _ _ 9_ � ,. . . ... - - ifIIS...�'�".>^_, ��:r.l�"lm.siCf�i:F'.�a �.'t�I�`�fl:.e. ya4a'�"�$tai� ..Y-i�� F?��.�iti.��i+:��`�=. �i � :y ' _ . .- 's _ 5...: �5 ".�" ='al.���}[ss�aer. ' _ - . _. _ .�s.-�._ �� -.�- �_di,.:_._�es —.� _..� o . _ _ ., ' - �X-v - - - - - - _Xrc7 . . � -�-___ � _ �__ - . '. �b LXi? ! )� _ " ' I , G �_ON � � � _ � 1i ; 7 �f �� ; ! -- - ` l� �/ � Y� l �II / �/ 2! � I ? �-D" I � �- Ull i I ` '- Oif , z �_ p �i - X --�_ � � � " �� —� � ' I . � � ! _ ' ' � � � � - - --- � . __ _ ` ` �...c - - - RA LTON McE OY - - - �---'7-�-- - L - r�-. — , .. . Z /0_ _--�,. . �1! ' ' R ��I 4. �_ � . '��; I� . . _ - _ _ ._ _ — __ —. _ _ . _. . _ _ _ _ — _-'— _ -_�_— ' .' R RIC H I •1 E C�i S . v.. - - . - . . _„ ' _ ' _ : _ _ � .', � - , 1 li I Q ��� ,� x I ar�r� �;� � � � � -D 3 - o � I � f" Pa0.1ECi tONLEPIS • RFS�OFNLES . . � ' I . � i , . . , , , ' NESIORAf10M • CMOOMiFDES16M I 1 �I ' _ � I ��'i � Y .951 Vli11 $l. BOYIEtf. CO �p.�p$ � � w � � .(���/ � (30J) U3-/353 • tAX a13-Si35 -. . � � ' �'. '� '— _ . — . . —t � - - �p -- -�r -- .. _ _ . ... . . . . ,. . ,. ,. . _ r� `�X:I`' —� , � /� 90oBoxlJOMm, Cohr�oois�sste �� � � � � � � j 3� � M , � i - - �� i,_ ;� � _ L , � .; _ _ �� _ . ��� - '�- li = - � ' � ' _ — , � , , � � � - ` x �2 ��r �.r.-; i , � � � � � � �� ° � ; - _�1 � - � ,� - TYPICAL ROOF CONSTRUCTION , , I '. , -- � ! � r � 1 �� ' � i • Roof mate�ial 40yr composite asphalt shingle Tamko � 3� N � � � '� � � f ^ -� I , � �-+ i2 ' ;� Heritage color Oxtord Grey. T� G ?�Y� � ; , /,��2_�� `` f i -,, �, � �p • &tuthene roof inembrane to all areas and valleys, wall to z i tl � ' � , ' "v/ , , roof junctions, and locations where snow can O `70 �L'R�-v - 118 -8 � f � - --- � --- zooF Tu°-s "tl accumulate. - - 7U T�"rA L /� ^ ; , y 0 �. " _ �= ; � • 5/8' plywood sheathinp. Provide ventdation at roof � y fiTh fiN1 2 � � , � � _ _._ � _ .�__.. . � ; , .- - :--_ - - -- ; .L=1�- - _ _ a � ' o� overhang . ' ^ 7' ✓ -- �, • 2 X roof joists or manufactured roof joists. Provide slot v � TJ i � �J j � j { � � Mo� �r: smN� in joists as necessary to allow for continuous ventilation � � � �. ��-1,;�� � at underside of roof ply. � �y�" G 'e.i� W:�uS � - - - I' � ` �/4 ,; .r� G �,�,� � I - _ i - - • R-38 fiberglass batt insulation Q C��,,; � " � �`� ¢F,� �R,u� � I ' 7, 0 �r`,u� . ii ��� Ii ' ' � • 6 mill poly vapor barner fixed to underside of roof frame . � �fCkGE E� H/r8 . SPAG� - - - - ---�_�- `- - -- ����E - 4� '' �`-- ' � ,. _._, �, �x.,�R� � � gp . 7 /2" 8YP board except where noted otherwise. �n , ' , ,. _ ... � _ " _ � i � � - �N a-rTACH � P�ERS • 3/8" rough sawn fir ply soffit at roof overhanq fixed into � � ' � II L - ` - �' I f I � p � EV NA�� � ;� groove in fascia. �1 _ -r - _ VENrfR �7 1 i - - - --- - - � .�AR � � � _ _ , ` � `� � Provide continuous ventilation at soffit at 2 X 12 roof -J �� �i e � , I � frame for vaulted ceilings. (n r GU+.G SLF�F3 cv n�I�7i18RA�./s , I�� P�r�� r� --- - �� t +� - " 'J ' '_ �i . � --� 4� TNi �k., ��r� rJE � r� • Fascia see detail. � ' sLDP�S =f' .i.`�, 6 .r WY�✓ ( � . TO 3 �' � � t" b� � ' - N �'c � "- ' i i ' � - � 1 �`` " • Flashin s annodized metal �/ /TD PLYr � � j :iJ -�� . _ �✓ ---- . � a . .�. . _ - _ . __ . _ . � ♦ 2E - -�- \ -� Sc� . . � . r� E �, • G r F � NR,V� fJF, N • Edge flashings at fascias annodized metal i f _ _ , _ d. „ ,,_ _ •. e, , / � �, ;I � utte s and downspouts annodized metal w - �`� �Y�o55 �r% GK STON `� -/ , � � -l I . � �. il �` I' n 1 , � i _,_ _I� ,l � _ _ �� _ � - - - _ ; �, V � tJG � Sta� �_ t _ F '� i � , i L1V , ;� G �'�M ;�nS ' l6�J - Surc�our�� n/PIC WA L UCTION � �i _- � I l ,_ _ ; � � , p� , a��Z AL L CONSTR �Y � . 11 �B L vt_. - - �. . er�'rff � I ' _ o I ��er�U.Ce . _� . LL `£ Siding fir 1� _ _ . r �4 �� T�{ � PcYW� - ' • StYcco 2 coat elastomeric on mesh ' ` � � ' i • T vek" wind and water barrier. �f � n -� � �q • 1 /2 " plywood or waferboard sheathing. -- - I ° � I . i ' i � ' � � rt� -( U 4>L`!,�r„ � l05 - _ �� : � ��2 ' r ---=T--. _ _ r- --- --- �'j _. Ir= � - � - - -- -- _- _ -- -- �` /+ • 2 X 6 studs at 1 ._4. - - - � = ! , . _-�� _� .-!�„--��-r1L . � � ! 3 �/a'� r = . R- 79 fiberplass batt insulation . o I _ _ _ _.__ _"�-��, N � -- 9r ' ;, . _ _ _ _ . 8 mill poiy vaPOr barrier. � _ .. . 7 /2^ gyp board except where noted otherwise O � i -�n�cN �:�, . �uNL �Y ; J--_` - N � ' ,, - D NG i ° . , V Fu1-L- ?AC.K = � $ERGG�I� '.._ .r�g � o� ��,. ; I, � i ' - - -- U� uSU �<+TioN �02 So✓Np , � ; Trim rou h sawn fir. - iRERf, TE"b :-ORAVL I � 1� , � � — � � � ?J FLOOR 8c�.''v� 'FN J-V IT-rj , C'YRl O GEIuU!--3 3ETtuee7J UNiTS � I �,, V To :xs�8= lOO�op I `'�� q�'" - - T- � � ; � � ' - TYPICAL FLOOR CONSTRUCTION -_ / . _�1==" _ � _ < . �t"' c'1�( � �� �� � !ti�+�, � I ��� �/�/1 3E'� ;��,' t i , • $ee structunl enpineers drawinps and specifications. r ' ' ° ° � i � • 2 X treated or redwood sill plate at all plates on concrete � GbMPI�T�:t� = �..- � -g��=T" ` 4 , � � � walis or slabs, bolted to foundations. Y � _ � �k�� � -� , � • TJI or 2 X floor joists with joist hangers, fixed in place. ' ` - -- -" ' "�- �--.__ - - - m i `�- ' i � • 3/4' T & G plywood, plued and nailed to joists . U �— � � ` _ • ;, , O �• .--�`� r�����+ I '---fi --{—�- � I � ,; �-a�Ut . s �6�� �� TYPICAL FOUNDATION CONSTRUCTION -- -- --- ���± r�- _ - - --�� i� �I - II _� � - �� - - - - - - -- � �- - ' '� Z T - � --- - - . _' - -- —'-- f • Reinforced concrete footinps and fou�dation wall and J rei�forced co�crete slab on compacted fill . Comply with m soils report and structural engineers drawings. 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'�/�" "I --- -_ _ _ � S� � � , il _.. -^ � � - '•'�( 7FZEF �'�-- . ; � 2Xf0 i � 2x �0 ' . , I � 2Xi0 • . . r � �yp.) -� I �—. k - _ �� -�- ' , . � j � X � __ : � x' ' , I � _ I I I i �; . _ i .�6 � a� . , , , . � . � . , - i , � . . , . � �, , I � •, • � , �LEVATION NOTES (Apply to all extenor elevationsf • Roof to be composite 40 year asphalt shingle Tamko Heritage . . .. I ' . ��: . Ttt�IGGRfIDE - � _ - � — _ — - - ` — _ - � - -r � Ph T' fbr � . � t _ -- - R f fl�asli gs to be w*rw prcfimch�.d alvminom , �. , / '� ��� D '� v� ��� .'' ; ?� , �. ; ;. < �T Gutters and Downspouts to bea�wprcfin�shed aWA1 �hJn1 . /� - ---- — - -- - - - __- -- _ = °-t�-- — �� � � – I - • Paint all 28�LS and flues to match roof color, or color selected RAILTON •McEUOY J �� a� - - — by Arch C� �� (/ I � I • Windows, Doors and Fixed Glass - see notes on floor plans. iI � � I I Vertical dimenaions for all windows, C�ors and fixed glass � � � I � I from top of structural floor �concrete, ply or wood) to bottom �noncrca«c�rrs • �anas ._ _ � A ' O �� u \ J� / C � � C � � \ //{� IOA ' _ --- - I - — - - -- — — — - -- -- 1 of structurel header. See manufacturers information for R . O . '�5i0R"i0"�C01P0RF7F0f�" , I ; L � v n v v � � �ih i v - .� - � ` — � I - - - --`� sizes. Sierra Pacific color light sape• copy��om a All riQhls roservea. � - - - - - - - -- — — — - � • $h1CC0 t0 b8 2 coat elastomeric on mesh WILh If1�89fd� CO�Of These tlasiflnt ara nol to D� use0 or ^r. �� � - � � � � � - - � � � � -�� - � —'- � � 951 Pad SI-, BevNer. LO AW02 reproAUCaa w�o11y or In pen vnlho�l finish. Color X-50 Crystal White. - (IOJ) U3�1�53 • �A% <13�5536 wrinen permission ol RY�, = • Sidinp and garage doors to be rough sawn fir wiih smooth oo not aca�o me anwlnpt. Wr1y au �_ sawn fir 1X6 T&G . Window and fascia trim to be rouyh P.o. � � ��. �+^" ei�� ama�;,onso 19701918�5585 ' fA% !l9S61B TM tlnwi � �f� � 1 10 D� YNQ IO! sawn fir. 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Zx6 �:oo� v�crcrNG ; ' GE12/vuT Z7 J - Ix�9� � 6 � . � I ... .u..._.... ._�. ._... - I � � � � i �P) x 9 .,�r'�TS � I ' I I I , � f � � - - - -- I i � . , ; � - �:� - � � _.�� _ , _ , _ - - ----- - - -- ----- -- - - � 4 ; �. � � ' o , � c .•- � � :.,t+ � �-, ;:� � l r t _ �-{•- . �f � �� �._.._ ._� �ISTI/�! G G('{ AL�E I. I I ~ � -- 1J __ �� fi i � ` 1 ELFVATION NOTES (Apply to elI exterior elevations) ' I ._1 �� � ; ' � • Roof to be composite 40 year asphalt shingle Tamko Heritage . - — — — - - - - - - -- � — — — — . - - - cobr Oxford Grey. ' _ _ ` _ _ _ __ __ . __ ___ _ _ � _ _ � �. I • � � � � � . �' � � Roof flashings to be prefinished aluminum ri . . -- . . .. .J .. - _ . �_Y.�; '_. . 6 � A •�� .��,� rJ � _ • . � - - - -- - . __ . . . . _ . _ _ . + � - ` • Gutters and Downspouts prefi�ished aluminum � � _ _ _ . Pa�nt all vents and flues to match roof color, or color selected RAIITON• MeEVOY ���lJ� SOUTH EAST ELEVATION ' �— -- — -- bY Architect. �� Ju � • w�dows, Doors and Fixed Glass - see notes on floor plans. � R c H i r e c T s � �� ' Vertical dimensions for alt windows, doors and fixed plass from top of structurel fioor (co�crete, ply or wood) to bottom - � of structural header. See manufacturers information for R.O . morecrcarc�vrs • ncswuas sizes . Sierra Pacific color light saye. "ES�4"""°" • ca"°°""iFO�s�" • Stucco to be 2 coat elastomeric o� mesh �^/�th inteprol CO�Of Copyriphl O Ali rig�ls resened. }ini5h. COb� X-50 Cry5te1 White. Tnese ceaign� a�a noi �o ae usea c� BSIPoitlSi.. Battla. 00A0302 reProeuceaw�oliyormpanwilho�l • Siding and garage doors to bfi �OU9f1 SOW� flf W�tfl STOOth (�� p3�/353 • FAJ( //35575 M'nuenpermrssionolRMA 58wn 1if 1 X6 T&G . Wndow and fascia trim SO be fOUgh Do noi scaie me erawlnq. W�ily aY S8Wf1 fir. 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'� ;_( ' f �Sfj ;� : I (�y B 5'� S � F 3 FIMED � � ISSVEDrWW� 6 �27-00 JR C� -2531 n"°` �.` ""..' ��� ' - eV � 8 � � t i 3 �N 3! 2u 6 �6 �� 20 � 1=;•.. i� 0 0 � ' G 2- 3° 1 � � - 6° 6 °� 2 AwulraG } f� xEO �j �74 � '� ?�Mi75 ... � �N � � I �� �Oi'V �> DORNI�R , I --- ----- - - - j � . � D 3 - 3° I � A - ,9' 6°P I AIJNIIJb 4 FIY�D ��yJ• ' � ���� �' _ � WAI.C,S I E 2626 A 1 AWNiN� f� A ��+� .r ; ` ' a ; _ F 2 - 2 �5° G S CASEHENT � I/ - - ----�----'.-- . .. N -�` -- - - � - -�(7 � Z �� �/�1( 3 I G 3 - 3 °6° � 1 PASEti1ENT pLOOR. PLAN NOTES IApply to all floor plana) �� I C� �r C��� H 2 ' 26Z� A �'. AWUING- . pimensions aro to face of atuds, masonry w concrete _ � 0 � � I 3 - 3°3° F 2 FIx �D walls, or to centerii�e, as not�d. , i 7 . Etttuior walls are 2 X 6 at 16' uniess noted otherwise. � Q z�S° C 2 �pSENEN "t" • Interiw walls ue 2 X 4 at 16' unbs� noted otherwise . i , K 2 - 3°6 ° C ' J ' LASEMENT ' venfV d�m�ns�ons a�d 'mstallatio� for aH equipment, — M appliancea, fireplsces, flues, venta, etc. � O � O Q , �... 1�.°4° F J �I tNTER1oR) FD(Ep • Verify with Nectrical contractor all requirements tw � 3°3 ° ►` � FU(ED powar, panel and wiriny instailation. --- — • Vxify with plumbinp contractor aN requirements for s C F ', N _ 2 °Z ° F 3 �i w'�R��2� FixEn plumbinp lines and fixture inatallation. � r_ . 3`5� 2 �7 � f3.�-op G �o� 2 - 26 �° i �� 2 � 26 � � 02 � � i rj'- 1 R O � 5 - 1 � Ro -- 6 -� _ tuatinp syatemlt Provide soffits, ohases and �,py,qm o �n r DOOFl S12E • Verify with mschanical conaactw all requinments for ' I °J�-Oy ' Q� ' � Y A 2� (� /a U�'ERIOR �4 �RE f1RE toci� as rpuind. rn... �. no�i i'o o:w d•a �4 ' ' , _ f1 �4 . 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F. �f Z�( �O � � � � . . ! i � , �j � '- 61; 4�� � � 4A ..A I a ,5a � g � 3 FIKED �, i I n s 4� - 0 ty i , �"(Uf €E1d UR11TS �-� G 2- 3 ° IGA - 6° ° 2 AwUIr+G riKE� K1�ARTNIEA1Ta ZBZ 5 . � Y , . `�, y R�. o„� �, _ i a 6 t � . �. - • . � � - � � .. I o � - , • � O D 3 - 3 I � A - ,g° 6°F I AwNiuw 4 FiKeo ! ;� ; �.. u�ti �ti � ' (� 6z� ao ��e • d I � � E 2626 A � AwNir+G. �' (&'.4�� '' =�i7 . ° ' � • �� a . ' �Tci� � M�GN KM � I ���� �� , i � ,2 - 2 � 5° G S CASENENT I d � GoNG � �aNC i I G 3 - 3°6 ° � i rqsFNtiEN� � ,� �..=-o' -°; , " _ ' . . ` I H 2 - 262� A 2 AWn1iNG- _ _ _- - - ---- - --- ' ' ' Z- 6� WiELLS � i I 3 - 3°3° F 2 FIxED � = o . � FtOOR PLAN NOTES (Apply to all floor plans) 0 j _ I 7 2�S° C Q CASENEN7" • Dimensions are to face of studs, masonry or concrote v ♦ i i walls, or to centeriine, as noted. � ' i � ' - K 2 - 3 °6 ° C � CASEMEnJT • Eutsrior walls aro 2 X 6 at 16' unless noted otherwise. � i a. _ I L 404o F � �{ INTE2i0(t,) FFXEp • Interior waNs are 2 X 4 at 16' unloss noted otherwise. . Verify dimensions and installation for all equipment, O� ! I • � : M 3 ° 3 ° F � F �XEp appkancoa, fireplaces, flues, vents, etc. /� � ' ' � ; N 2 °2 ° F 3 �I IN7ED,�oQ> pIX�D • Verify with electrical contractor aIl requirements for / � � c, - ' ' . ;c� . a ' � - • e � � 'a- s - � � ; o . . . 0 ' - �• . . - '� J � �; ,i � - power, Danei and wirinq installation. U - � ' � � - ----�- - � � . vsrify wiM plumbirp contractor all requirements for • ' �, � � M � �, � A D00R SIZE plumbinp li��s and fixture installation . � I ' 1( � O 3 -p � 2¢ -D 3 •D $ -t7 b g _'.- Keep aN wate� lines out of exterior walls. �.J�—_ --- - --- -- - - __ --- --- -- - �._- — - ---_ _ _ . _ . _ . .-- _-_ --�--- �- ._. _ _ _ �/ _ A 2 6 t 3 p)rER�oR �} �{u Fl� conf� - � . Verify with mechanical controctor all requirements for /� - - � � B 2468 8 IUrcv�ort hsatinp syctam. Provide soffita, chases and coPyrqai o �u rqnu na�rwa. � C ,Z ° 68 � MTERiOR � OUCLS 8f �UIfBd. Tn��� O�spns �n rol w M usW w � LOWER FLOOR P, LA�1 — � D 3° 7 ° z �� � .,� `."°°�`w �"' �� „ "'�' H h8 AR.E, A. ki�U6� 58 � . �. . Windows, patio doors and fized pl be Sierra Pacific ,,,��,.,, p.,,,�..b„ oi �" _ AP+4RTM�T('T = 1 l S 3 5 �F• E 2 - Z� bs � EXTERioR � exterior clad with meul. See for fixed and o, ,,,� .�.� u,. a,.yq.- v.w� � � �- " � � Nnn1 . H k4 P�R EA I-+ou8� = 3 So `� ' � operati�p w�its. Provlde insect scrsens to all operetin9 �^� �^ �� l4FARTM�1'( = 2 2 6 S• F ut�iu. Provids tsmpered plass a rsss windaws aa � ar�.��y� u� � ro M u.N Nr naVUCtion un1M IMr �n b�MIHM .: . . . . . _ . . . .. . . . . _ . . �lQUI(!A � COfI�. U' � � � cMpk�tl DY PMA. . �.'i-: . � ' � . . - . � . . . . . . , . . , . . . . . . . . . ' . . . . . . .. � . .. . � � . . . . . � . . _ � . . . . . .. . . . . . . � t � � o ��� ' O . 5 5 1 1 : 56 f' M t � G� ' � + - ' l� � Vf p �� �DI W� H � /�1, 1V+1� N � V�T N1• �� �f.. Gfb+dN /ti'l�-' i� . '�l� � � • IPik� .Ra/E � ��p� ' oY, . a . A � . N.t�R`� V�NY4- • • e � 266 g � � o � ' D . .o� ; � � �a �� �. s-� R,� e Ci?NG . ° . �,� �� s �D � � F�norr 1 r � � ✓. . - ` C UWfa2 L. L�JEL �s . p . .� � p . . : � ' ba , a . a : Lc�u�2 �1AOf2 PGA�►J � �� �- 4�—ca� / �. _ _ _ t?2�.�2 �SIGt�c,�_ _ �1019 oc� �. _ Ju �r y/z� -- _ - - K,41�7'ci/J �ytc�VOY y�('.hF1�3Z5 f'f#A�� .��-9 559 ±s'. _ ..�. � .. ... " . , A r • - - •. _. � . �. , .�. ��. . . - . �. - � � . . . , . . . . . . . . . , . . . ° � . . . _ _ . . . - r � . . . . ,. . . . _ , . - . . � . � - . - ^ ' . . ,- . � - � - - . .. . , ' . � � � . _ . , . � . . _. . . . . . . .. . . . .. . . . . . . � - . . ,� . . . . � . , . - . . . . . . . . . . , . . . . . _ . , .. . . . . _ . . ,. �N_ ' _' . . � . l , � I • EY Y L OT 3 RAiITON Mc 0 � � A R C N 1 T f C S S , i i . . . �— 'P61FC7 COMCV�6 • IIE810E11CF6 .. �' � � � NE9�tlWlldl • COMOB�iEYW�6M \ a.�) ... ' \ � � �V � \ � . '� . �a � �� s�. �. �o � ��9{ 1/3•4359 • RF% 118-5635 i.0. Bn�QO M�On,f,ubrodn8ltlR ,' � � . � � S ' �alm�.4ssos • v�z �seaate � � `_� SEMIER MANHOLE S�NFx i-INB +"1�OM �� kIM E�EV = e583 .o' SITE PLJ1N NOTES H(7VSE GpNME�T� TD \ iNVERT ELEV. = 85)9.^< � • Site information obt�ined from a topppraphic suMy providsd by: K?ci9T. 5E�1�'ffZ LINE \i5 OF EGFVnrip �� c7 Peak Land Consultanu inc. dated 2/28/00 � � � _ � T 2 � ' Site description Lot 8 Block 1 Gore Creek Subdivition County of Eagle. � �\ Zoninp - Primary Secoodary ( Secondary unit w711 be an smployae houainq unit) � ` ' She informatan: �� ' \ // / . / Lot xea 0. 303 acres 13209 sp.ft = 100% r�.P� `\ �� _^_— Aet aabt cov spe� 2 26 q.ft 2096 ,� - _ pervious IoY coverape 5284 sq.k = 40% � t A c al bmpervious lot covsrape 3918 sQ.ft �n g�� 4 � _�_ X � ANowable habitable buildinp area 3302 sq,ft = 26y6 oUNU �It5 REBAR Jt ( + 2X425 + 2501 M � W�A�uMIMUM CAP �j� — . 4402 Sq,ft � ,1v� '� �, 5 r�e. 593* \�Oj• '� � R[ IS��Np.ti Actual habitable buildinp area 4394 sq,ft ��,: . � Carperkinp in parapes 2 on sits 3 total 5 ��L� L 0 T I � Q�. � /' , � � � Comply with all requirements of the soile enpineera report provided by: lKP Engineerinq Inc. dated 3/30/00 �-� i 0"� ' / v_�• � ; ��.vr oF �+�- , ,�r.� ,�cE t�iur� / ,: � J6O �_ �—� 0�� v�� BY �XpAN;..� P1..AS71c.� st�� i�T ' Staks-out of buildinp on the ske to b� by a rep, surveyor. Provida all required setbacks. Obtsin �' / 4- �µ�v / \ � ��1� coNTA�NMER)T � � Owner or Archkeet ap�uoval of stake-out. Provid� improvament survey as required by local =�`I /� authority. I \ . � I�IG�\ � � EG �� . . - r� � Provide poshlve drainape of watsr away hom buNdinp to downhNl area of site. Do not swsil watar �/ � � \ �s�� • into adjacent bts. \ ` �� c `� ` � ;� � � �� ' See drawinp Si for foundmon dimenaia�s. \ / � `i � �r G PAT+v '� \ �� � _ ��' 8590 � 'e � ,� b�Dc� \ gs� v'� _ � _ � �' � i�� � \ '�, ' See electrical drawinps for eMSrior IiphUnp on buil�nq and switchinp for site IighGnp. � � � �� � � � � � 3 � � � � \ � Z --�! ) , Oy � Provide cancrete pan at atreet to local authori r ry equiremenzs. O � �' �: t-� GU S$ 1N �TN � �� ' Confine conetruction to buildinp and adjacent ereas. Protect areas of site be ond construction ��/� \ � . ,S. sctivity. Do not discurb axisting treea to be retained, or vapetated areas ot site. As required by V J \ LOT E� F�A�M � � \ � local authority, erect a temporary construction fance to protect areaa of site that are not to be '� � � -�z � _ }�( � ` � � disturbed. Confine debris and keep site clean. � ,/ ' 5114 GROI�SE LANE\ \ �AB GIJ %� �� , �,�-7 � ' � � , — f0U QD ReBn� / \ � \ � � � � ` /� � � � � '� � \� � 85 93 - o B., - S Ve�lH with all utility companies the loc2tiona, conn�ttion6 and reqwrements for mstallation, rtyters Q W �flEO . L � -TIC CAF � � \ � n � v �• .. �. � % \ \ \ T� � l oo -o ON S�� 4_ aN ¢ j O T 7 �� _ i ` and hook-ups of sewar, water, pas, electnc, ,�twne and cable TV. � � � � �. 4 N0. 26 E26 '� � ; J /` �. ` �. ;.OIdG. WPLC \ �,: , �� / � L � � ` � X �< „`' $ o� �_ ; 57�� �� �- � � �, � � ;E . �, � � existinp contours � �� .c� \ ` i �. ��� c�,� . /' fir„Shed contours � , �`� � / ` � �R�' , '� J ,�.�, � � ,fp y /� ` `as & �� `�J` \ • ' / \� �. pc� `b_� Z � " X --`— L ,MIT n' : i / . v / � s� �—' ,' �92 � �°�7' s�, • ' � � �l' . . , , . �6 :9 , ✓�i � � ; � ' - • , \ I _ �,y' ; y� � �,�X � \g �e �\ Gi / � �� �OViDE q f�ES� �i - SviLV sYSr�T1 ��or�. n �i� _;- - - - \ C \ A,., . 6� . . 9 � P , _=, Y_:T�.+/', �= aR +=n�:��Y �r. t, r,"A ._ _, F �;7 �v' . -: ^ �'�- w �i�, .. _ . � . .�� . � � � yx `c��; � � � \ . ,7, , . � - �r \ / �. � T �j `Nj � � ��-.. C�� f ; or °,` `' '�, � _ - �y \ , � � � ''. , ' W U ,- �- � , '` .v' , �; . �-,,; . � .°,�y'4, ` / � � �°R+�� / � � Ea �a1.. ; � ` �� � 8�s � , ;: . � � G � � � � � \ (�, @ / / / Y�_—`5 5� `�\ LL �'C'L �C6 \ � �0 \ \ �� 65,� � �`f , �0`L _ — / 85J '.\ \�� ' - C '.\ v � , 6�� � � �6 � �< ! . �' �� i ; � �.:� `� �. � O . ��;� � • o �. _ �r '��� + " ; . W ! � � 5 �, �-- � . \ , � 859 � � � � ,� ' ��t''�''�.� ,� �,� �� 15� ��.Ir� Av'E _ \ 4r w�E�£ ti� ,.` _ 6 r , .,�lx+ N�i :s_ r � ' � Q `J �.. � �� ,. .� . � _ \ C�AS�i'cfJ1F�JT ..� . �. . � oNG PhJ!¢� � ' � � � \ ��\ , TO SE �2EcoRD�) ...� � . �, � ,� � � � ; ' i ,� \ � ;/IC� . A+�rv6 VY a- �I / � -F ' + �NDWM '-r � �. c ftFF'B7X . ;�0�:�'Jiy ={'�,�' . ., ' � �_� �. _ ,- / a_, yB PHa.� =.a�r,FrrrpK �, r �: \ - - � . , � � ti , o� ��� � x UNDETzr�RAUND �aa� APPROVED W :� � . - - �� �` � • , � -. • ` �� �\ �� /J . ^ :90 / ra � 86 c:' - - - —_ .O ^�J✓SE „ COmnlunlly D�IOprtIBM �/ � ) 3. . \, . ?1 � �. i / �5 7 � Partment � , �� . �� �> �/ eb � � � ! ' ,^ ,�� �� _ - TOWNOF �� � Bullding Salety B I� V , � � / ; � ` �SSa \ , � / j/ .� " � i � �ec,u, o.rw. �++rra� vrmiaorr�r. n� �.a. � � 0 � _ gb � _ v�oi ot a psmh a�ewl d�r, �psdew�ioo� �ee oo�ndcy 1 , 1 1' � . � 4 � � � ' \� D ivrrowr� = ' � � / � � �a��a�ao�arb�a���..o�or�� iid m �. __ a . ,,v + �a � I O� wM �T �/ _ ; , � ; %" g6oJ — _ �a«������° ,''�°�°�',��, ��. RECEIVED / / , . The iuueoa of � permi Eued m plm. �pedfiariaet �ed a�6er d�ts drq �--.. � � � . � , . . � / -_. � � .O Z 5�I 'F,05 � ' !� / B6 Y _ � ., ., 001 qevent the building of�icial from Neteafter reqmrlet the omecdoe of � F � d . . . amrs in seid p�ans, apecifirauons and other dats, or fiom peveroiej e� J U L 1 3 2000 ��� _ 00�� � � ' i� � . � � � " � f operetians being carticd on thereunder when in violatioo of thir opde at p( � � \ —�� ' �� i � � ' � ,� �"� / �oyMhetortlinnncecof �k�iurisdiction _ . � _ �__�—_ �� . .. �. q c., - / �� /� ; " � DEGF` � � E ��� � \ _ � � vd � / � - � �_ � u - � �� _ � - � U - GC� I TOV-COM.DEV. �OO "' �/� � O i $6OG I_ � / � INITIALS: �':. � E: � � � / ' � ' � _ - __ �� F � ��-- , � ,, � SHFD `� � --'�`" sN .,v� f�� � � � �� 7 � '� `i • an..ai 51"oRAGFz `�+' i ,_a - � � / I \\ , ,: ; � I � ' � � ��,��+� � ' r i)C)L�3 � � , � .. � IDOSQPTJ � �'- r �, n '$' , Af'�DK LOGrITt . . ,r-' L . . _ � '.�� ._. �' G _ ����-'`'-- -, ,, , L �'�,�8 � � . . - - =/ �� a ' / ��owN���Y No � r � � -` TovWt! Af '�/d� �` 4 � ' } � - � B ER D � _ ��•�• . OJ � ,/�• 4/'�q \�(J erwv�otmt ' O ` = Pi�p�cr� �tor�".� . �' -°_�_ V`�.� - > ,� ��Ng -�n �o�s� � 2 � � , /'`'t� �` rEf'' r� , , q . � � rF � ` ;�. ` . . . � ��',7���..,� _ �'< I `� / € .cp Trv�i'r<vx . Luc :nnoN �-- T = 1 . gi ' � . '�-'' \�;�� 1 ow�w .amn � , \ ` y��---�.�_ gbo � — 860� - / �• ! � oF � XfST 6A5 Lll.� l. � 40 . 65 �� � . �--- � � /; � ;�OhJN�t BY UNCE�.bRWMD ' � ae�to ,, � ' --- , - � i I ,�iN� 'TU FFOJSE CH � 39 . 2 $ �+� � '' ,� � //� �.. . o . ,J/, ` 1 �fIELOG76'TE FIR£ F{YDQANT � �4 - �, ` n°2V� QgM � '1 � IO ' O � . . � �� .� / \� �2�G � � ��i" . � � � TO 7 IO. V. STAuDAO DS ? Q • � / � � � tiwoe wn ow+w . ��� \ r �'° ' i � HEA7 IONC £ti1D5 i�y� O�UNEaN $ �9.0 �fZ �. \ � . � � PRAP• LI�E GROUSE LANE RN R� � � 6 �. � �� , ; � � � g�o 7 ; ' � ��M� � `� JR ' � .�,\ 60� � 'II y0 � ,` 8 'i ; � 4� �i� �,liv� COA�� . h�U�� . �,�IJ ✓%� ��:,�v�� �L+ �ir��5 i=or'C � o UM �TOF 7� 13• tR� �.-'� � 010 / �'a 1 PRr� -IZJ To. V. 57i4Nb}kRD4 wh't�R, r'AS ��TR+ C. � 4e �� Alsr � , \ 3 � x ; v� l s6�1 • o ro gt� � N� orzr✓ewkY. ` , 4'' . +�zivcwAy� � , . 3 '- v '' a�nt�r FoK G.ns � �� m ' ? �.,�M�1T -, _ , �1cf5t1t� �rUBGUT For� �n� �c.rr•.1c Ll�l �S q, � � i � .. . H ,;� CG�IJ"JE�'r E3Y Jh�GFct7J1iD .. INE 't' � Sliy ,. . J / • t ', ' / ,� . . . l / , 1, lu � � � 8 !i TO NOU5E �'p �'j � ? Q� \. 1 {' h' ,J� .r � j �i \ ( Rg''S '?UGJ�E�t RETA�fNING ° `\ � .�, _ �� -C � ' r" �� - 86oy. WALL (`7�(R) 20 3D �� � s a � \ , , . j . � 7� 1 ,' . � u A la i �� ,:, , , \ . ` `L ! �r' �� ' l ` „�� '- s�+oucdoE e. ,, . _ ' � ' � -- ` - EAST VAIL V�IGINITY MAP SITE PLAN ; � �, r_ o „ �`� . ,, � I ��; , r V ✓ ' 1 �, Copyrlpld � All rlphla r���rved $b (/ 'I�.. T�a�e acapn� an nm lo b� us�tl or nprod�rad wholly or (n put wil�oul . � - wrillan pamfssion ol RMA. . � . Ua nol uUe Ih� d�awlnp�. WNy all , 1 1 g� �TI�E�. CULV6v�T d�niuna�ons�ona4a Th� dnwln � �n nol b W u�W lo: � 7b T. � . v. �T7FNl7ftf�5 ii��i,�ckea oy R�M�ey are i,r,i�awo � t , '_'--�_ -' �'•-. , ` 1 - -- - . . " . � '. �. .�. . � . � , i - _ . 4 -n .. , r ?F . � n^'1 . . _ ' . . i _ ? ' t r . 1 . ' r • — I _ , _ . . � . � . . , . . : i . . . - ]}. . � + " ' " 1 " i � ' ' � � ' � �7 � . lh � : , . • � . .. ., • _ a.. ., � k Y�� ♦ . ' � . . + . . . . .�': : � i ._ . � � � - . . � -..� .- . - . . .. . . , ..- . . .:: , . . - - _ . � • ��i .. 7 : � ' � - . . . � - . . : �i � • . , .. . .. . . � . , � � � ��.i. . . . 1 -� z � � . • � . . � Yr-� [ �� . �. . . . . . . r . . . _ [ � . . . _ ' . . . . , . r . . ' ' . r . . , . ". ' . r � � ' . . . . . . . . . � . � 0 1� � � \ PEAK LMD G�`.Ni3lA.TAN18, MC. � � � � .� r� uw eunu�v�q Mc. rrt�.�Feew c�x �twaesw noo uaue ioa[ wa vw oo �v � � �\ Sc'WER MANIOLE RiM ELEV. = BSB�. 0 � � INVERT ELEV. — 8575 < ' LOT 2 cBAS�s oF E�evAnoNS� , , , ,o :� „� � 159�� — ' __ , \ � ( IN '�1.''r � — — — ^ 1 inch = lU fl . , O � w A � u'�.NC� g5 kEBAR � \ � � � ��' - AU.. MINUM CAP �� 9 � � O ,. _� _ NO 5933 ��\ �1� � ��°,. . � , A� / J� �� � LOT 1 o.o�SO'L °`� L,� ' � ,�' 0 �6 \�� � E-� O U � ~ � � 9O � � � `�S ` 01 �� \ � ) ^ ? \ p, 'i - - ^ V �� � , ?c, p dp� � 1 0' C�ANTILI: VFR v .� �1 Z ,Y��,� ,y �' � � . � � � ` .,y v'� 9�' � i �Q(�-� O• ��.r � � ��" � ��i � O � � r. T 1 . � IAULTI -LEVEL SINGLE FAMILY RESIDENCE (� � �/� (UNDER CpNSTRUCTION) � Vl L/ � FIN. FLR. MAIN LEVEL = 8598. 3' � � � � FIN. FLR. 2nd LEVEL = 8607.3' �6 �� � � � � S�, � � w � N� � ���UND �!5 REBAR � � �� ° LOT 7 � W w/RED PLASTIC CAP , \ �, ` o � i ti. N0. 26626 \ \ 9 �� o��J ��� / � O � � �, �,y, a�: n cj 1 � � ] � ���' lti 1�1 �,�p \ , � .P, w WN �--� �S' G� \ � \ ���j � \A� �r', F� � � M�1 O �'a , G�F�Iy�, . � / i.v. cn�tu��� � , � _ ` � � � � T 5 NF'�'r � �P% � v k � O \ � � / ' �f O \ � � � \�/ M �, \ �? NO ORIVEW.4Y � ( JNDER CONSTRUCTION ) � � / \ �OUND p5 REBAR � � W/RED PLA5TIC rn�� \ � LS. N0. 26626 � O / ', / � ` � H � / � G NERqL NOTES: \ � LOT 6 � 1 P�AK LAND SURVEYING, INC. DID NOT PERFOP,M A 11TLE SEARCN OF THE SUBJECT �' G. 303 ACRES PROPERtti TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGH75-OF- WAY OF RECORO. e� \ 5114 GROUSE LANE / NO TITLE POLICY OR COMMiTMENT WAS PRONDED TO ESiAQUSH ?HE EXISTENCE � � THEREOF. BOUNDARIES AND EASEMENTS SHOWN HEREON ARE PER THE RECOR� PLAT. ,., , � �'a � _ BASIS OF ELEVATIONS: SEN'ER MANHOLE (036). LOCA7ED NEAR 7HE NORTHERN CORNER �'�, � OF LOT 6 (SEE ORANING). � � \ kIM E�EVAliON = 8385.0'. INVERT ELEVATION = 8579. '- ' � � �`SS� '7 \ � 3 UPONRANY DEFG�TLiNATH1S`SURVEY WI 'fNN THREENYEARS1AFTERLYOU FRSBASEG C �%) '. � � ycl � � �r �� �� :�cr: I ` � �r. � i ' -ri o, r, c��� i cn ��; nr ��: nc^r. �i � ,� � � ,� � � � . C_:�.� � � � 1 � . _ �..� 75-0� \ � n . �i�PJl � ` �` � � VAIL MEADOWS FILIN � N � . � \ � �`I � �. ��� � �:,� \ R = 45. 00` � �`'� � � T� 21 . 83' �e \ � ,°� L= 40 . 65� iMPROVEMENT LOCATION CERTIFICAT ti1 � � o CH = 39 . �LG7, I HEREBY GERTIfY THAT THIS IMPROVEMENT LOCAT!qN CERnFlCATE WAS PREPARED �, N r,� i1 CB = S30�2�� �9 ~ w FOR SPENCEP. BUTTS , �'��� � a � W THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND iHAT IT IS `•� 3 J Z NGT TO BE RELiHD UPON FOR THE ESTABLiSHMENT OP FENCE, BUILDING OR OTHER FUTURE 3 QO a IMPROVEMEN i LINES. e Q \ �t �� J L7 i FURTHER CERTIFr THAT THE IMPROVEMENTS ON 7HE .�BUVE DESCRiBED PARCEL ON tn r� ` '� N � LLJ TNIS OATE, 70/23,/00. EXCEPT UliLITY CONNECTIONS, ARE ENTIRELY WITHIN 1}IE � " j� - W F� BOUNDARIFS OF TFic pqRCEL, ExCEPT AS SHOWN . iNnT n=IEPF ARE NU ENCROACHMENTS � o . (�J N (n UPOr. � � � �� . . � '��REMISES BY IAtPI- ' � �� r�: " �. - - � � ��:)INWG PREMISES, v� � � �� .� � O EX': i ', •lf? THAT TNFF'f ,� �"F OR SIGN OF ANv ry � o O a „ � tJ ' ^ Kv ' � _,�__� QI � � � 1 ��36�� � _� °��'° T 8i'� l �'4y, RVIEWED B8 - �, :;�0e�" �cs;,�+�„; � " . C, � _ I_ i. � OB #: 853 �' ° 275�3 : _ ATE 10 /� 4 /00 �� = � = � � . rn '. '�.'•... ..••�°�V���JJ J ; '''/•����l�r41/1111111110�a � � �.; SHFET �, �� _, � . ;" 853I r, �, � . ; �....�_ ----- - -- �- -- �_ - �_- - - _�_.�._ _ --- �.�-m: - � _ �_. _ - �: � , . - � : _ . . . . _ y � � � . . ' "' --�..� —�' _ _'_ '_ .:9-�--'_-'�r•� � - . .�. . . �. - � _i_ . . .., r � . _� . . ,. � ._ ' -��: i�-- .r.rx7�..'. � r � T- . x-r - r� , � ,t � :� .. . . . , . .. � . . �H � . . - . . . _ ' � 0 � �..� � - - I PEAK LJMD CON9U_TAM'8. MIC � �_ OT 3 � � �� �� ��..»« � �,m ,� �. � � �w � .� � � � � - � SEWER MANHOLE �� `` RIM ELEV. = 8583. .^ ' �' iNVERT ELEY — B579 : (BASIS OF ELEVADON `. ' L 0 T 2 , � �:; �:. ,�� : �r - �- �t - -1■■�� - - � b \ r� ( IN FEET j s i 1 inch = 1 ft . O � \ � A � , , � , , � , `, ' � � �� ` ,��9 �g �: p . ti� ' �,\ � �--1 , LoT 7 0.0� ° �� , 3 � ' ►� � ° , � �� / � o ^ o� � w u� �, ?J w ^ � s:�, �. . � . � �'�1 � � 1 D' CANTILEVER �� M�� Z \ 4U � V �C�' ' �� ��' �J� � � � � � \ ` � \. 'Os � � � � � \ MULTI—LEVEL SIN6LE FAMILY RESI6ENCf � � � ' ^ � (UNDER CON5TRUCTION ) � tJ1 r', � FIN. FLR. MAIN LEVEL � 8598.3' � ��o. fIN c'_ " : . . .- �,�r ; ,= pF �7 �.• �� - II�O - ' O � r�_� �T � F��ND N� r;�[ rv,�, \ \ p � y � wr� `./ Wj RED PLA�.TI�� r A;� � � �R` `\ •�� L �-` � . � ^ � i c . NG .. ES ;'F: f. � � �. [--� E"'� R'i w \ . " ", � gq� � \ � � O � w . � � � ��� � I'. � t� �1I '� / �� ' ` � w ►h��,l '•' ,.���J � \ �. / \' � W I�� l'be rrf, � � o ��. � � O Ii 4 � LOT 5 l �"Ftir \ �v r ` � , \ 4 ' ``�. � - \`� , � �a ���W> Y � � �NOe� ccwsTaucnrnv> �, • -�` � - � \ �, ! � / - J , � � � � \\\ � \ � LOT 6 � / � , PEAK � _ � . �: - � � �i . 3�.3 ,4CRE5 - � Pf20PER1 � r ' _ : iAt3L.ISN '.,NMEKSH .i- �h_EMcl�l JE "n .Grii - .�: — Jv UF i-�; . \ \ NO T1TLE POLICY 06' CGMMITMeNT WAS PROVIUED iU ESiABU5h1 ME cXISiE�� � n �.- ' 14 GROUSE LANE 7HEREOF. 80UNDARIES AND EASEIAENTS SHOWN HERECIN ARE PER THE REC( � BASIS OF E1E�ATIONS: SEMER MANNOLE (038); LOCA7ED NEAR 1HE NORTNE �� � � Of LOT 6 ( SEE DRAWING'I. `"�- \ RIM rLEVATION = 8385.0'. INVER7 ELt: vATiGN = 657y, ; � /VSS. \ j ApCORDiNG TO COLORADO LAW YDU A1UST COMMENCE ANY IEGAL ACTiON EASEG O� , � UPON ANY QEFECT IN TH�S SIiRVEr NITHIN T�iREE YEARS A�TER fW RRST - � '��' � N'ST.HiS SURVEY BE�LOMldENCED M�ET �)f NY Tk Aqi;�FRnM O�fPOA�N� GErEI. T CER7IFlCATION Sh�OWN HEREOh �!, u � \ � t - 5 � � � � � � � �� � �d � VAIL MEADOWS FILING N0 . 1 � , � � � �� � � or s � �' �� = 4 �. a� �� � �� � o � T= 21 . 83� i �a, � � L= 4'O. F).� 11APRObEMENT LVCATION CER1lFICAiE ' � � o CH = 39. Z8� i HEREBY CERT1fY THAT THIS IMPROVEMENT LOCAT�ON CER ?1F�CATE WA$ PREPARE� �,�- N O �.� C� = S30�2O� 09 ~ W FOR SPENCER BUTfS ` � � F THAT IT IS �OT a LAND SURVEY PV,i OR IMPRGVEM[NT SuR�E �� °LAT, ANO TMn' i7 i5 `'-.. $ Q W NOT TO BE REUED UPON FOR TME ESUBLISHMENT Of FENCE, 9UILDING OR OTHER FUTURE �. OO � � IMPRQVEMENT UNES. � ¢ I FURTHER CERI1FY THAT THE IAIPROVEMENTS ON TME ABOVE OESCRIBEO PARCEL i)N !�7 N � � O 1HIS DATE, 10/23/00. EXCEP? UTIUTY CGNNEC110N5. ARE ENTIRELY MIiMW TNE Z `� O s- � j� � 90UNDARIES OF ikE PARCFL EXCEPT AS SHOMM, THA7 THERE ARE NO ENCROACHMENT': v (V � (n �. ;r- nN iNr .. - - . .. - . . . �. - . . _ , , ri�cn� T.� "��4 n�. �� . . , �- . _ , � . . . 0 , r � d' ` � e�� � , , !1 /D /3o%� �� R� RA 'WN KB �- - .�p00••B.. � � •' c'• rF� ; � 'dIEWEO : BB = ' � cs �^ ' LC J06 � . ;� ti , _ : 27598 � _ _ ' A TE 10 /:� 4 %00 _ .,, � . � - � .� .. � . ' � '� ``a• .: o� � k'; •, �•,� `• _ 44���y"`,�� SHEET � � � _ - 853I _� RECEIYEDNOY 7 20a1 ��� G`�` _ — " - " .� ' ��'. . _:r� _- � �Li' ' " ' � ' �1 � 5 ...� . �w.r � r�.d. L � _ . ti '� ` �. � ' ' � i . �..:a. _ _ri� r�� . �s �L�.- . �--.i. � " _ ' �. -{ �1�1 ''�l�fllvll� " _ �.k..�� , Page � 9 Code review for : Froject Id . : Dr. eyer Residence Address : 5114 Groise Lane 1 ) Provide a win�ow or docr to the ext � rior frcm ever� room used for sleepinq and basements . — Sec . 310 . 4 A window must provide a clear open ar �a of 5 . 7 sq . ft . , a clear height of 24 inches ( minimum ) , ard a clea � widch ef 20 inche � ( minimum ) . — Sec . 310 . 4 4 ) The min -mum ceiling in a habitable space is 7 f2et 6 inches except kitchens , hGlls , and baths may have a ceiling height o � 7 feet . - - Sec . 310 . 6 . 1 5 ) Provide a smoke �etector in all sleepina rooms and areas having access to sleeping rooms . - - Sec . 310 . 9 . 1 . 4 6 ) If there is a basement , provide a � noke detector that is connected to an alarm audible in � 11 sleeping ar� as . - - Sec . '_ 10 . 9 . 1 . 4 � ) Provide a smoke detector en all rloors that is ccnnected to an al � -m audible in all sleeping ar � as . - - Sec . 310 . 9 . 7. . 9 . ' � Page # 8 Code review icr : Prcject Id . : Dreyer Residence Address : 5114 Grouse Lane P.TTIC REQUIREMENTS : 1 ) Prcvide an access to all at *_ ic area � wi � n a c1 � ar he � ght of 30 inches or more . Tne minimum s .ize -_ s 22 inches by 3D inches . There mus � be 30 inches or more clear height above the access . — Sec . 1505 . 1 2 ) Provide ventila � ior. in all attic a = eas . The net free vent area is to be not iess than 1 square feot for each ]. 50 square feet of attic area . The vent area may be 1 / 300 if at least 50 °s of the required ventilating � rea is provided by v�nrilators located in the upper portion cf the atiic . The upper vcntilators must be at least 3 feet above the eave or cornice vents . - - Sec . 1505 . 3 exc . # 1 The vent area may be 1 / 300 nrovided a vapor retarder having � transmission rate not exceedina 1 perm is installed on tne warm side of the attic insulation . - - Sec . 1505 . 3 exe . # 2 For a 300 . 0 sq . ft . attic area : Ratio Minimum sq . ft . of vent 1 / 150 2 . 0 1 / 300 1 . 0 3 ) Wnere eave or cornice vents are installed , insulation shall not block the free flow of air . A minimum of 1 inch of air space shall be provided between the insulation and roof sheathing . - - Sec . 1505 . 3 CRAWLSPACE REQUIREMENTS : 1 ) Provide ventilation either by mecnanical means or by openings in eYter � or walls . Opening shall provide a net area of not less than 1 square foot fcr each 150 square � eet of area in crawl space . Openings shall be distributed on two opposite sides and be located as close to corners as practical . - - Sec . 2317 . 7 Note : Vent openings may be reduced t � l00 of the above if ground surface area is covered with an approved vapor barrier and the building official approves . For a 450 . 0 sq . ft . crawlspace area : Ratio Minimum sq . ft . of vent 1 / 150 3 . 2 ) Provide 18 - inch by 24 - inch access opening to the crawl space area . Note : openir•.q may be required to be larger if inechanical equipment is located in the crawl space . — Sec . 2317 . 3 3 ) Unless the wood is listed 'as ar. approved wood of natural resistance to decay or treated wood , the minimum clearance between exposed earth and floor joist is 18 inches . The minimum clearance to beams and girder. s is 12 inches . - - Sec . 2317 . 3 Page # 7 Code r2view for : Project Id . : Dreyer Residence Address : 5114 Grouse Lane SMCKE DETE�TOR R�QOIRF.MENTS : 1 ) A smoke detector is required en the ceiling or wall at a poirt centrally locatc-d in the corridor or area giving access to each sleeping area . - - Sec . 310 . 9 . 1 . 4 2 ) A smoke detector is required � n the ce _ ling or wall in each sl. eeping area . — Sec . 31G . 9 . 1 . 4 3 ) A smcke detector is �equired cn all stori2s . - - � ec . 310 . 9 . 1 . 4 If th2 up� er level contains sleeping rcom ( s ) , a smoke det = ctor is requi. red iz the ceiling oi the upper 1e �rel close to the stairway . - - Sec . 310 . 9 . 1 . 9 NOTF : A �moke detector is required in the basement . — Sec . 31C . 9 . 1 . 4 4 ) Smoke dc-tec*_ ors are required te be wired to the building ' s power source and shall be equipped with a battery backup . - - Sec . 310 . 9 . 1 . 3 5 ) Detector. s sh � l1 sound an alurm audible in a11 sleeping a � e1 of tna dwellir.g in w? ich they are located . - - Sc- c . 310 . 9 . 1 . 4 OCCUPPNCY SEPARATION : Between tne garage and the residence , matc- rials apnroved for 1 hr . £ ir� resistive construction are required on the aarage side only and any door. s between the garage and the residence are to be a self - closing 1 3 / 8 inch solid core door or a 20 mir, ute iire door . - - Table 3 - B & Sec . ? 02 . 9 exc . # 3 SHAFT ENCLOSURES : 1 ) Chutes and dumbwaiter shafts with a cross - sectional area of not more than 9 scuar� � eet may lined on the inside with not less than 26 gage galvanized sheet metal with all joints loc ;clappe � . The cutside must be 1 hr construction . All openings into any such enclosure shall be protected by not less than a self - closing solid wood door 1 3 / 8 inches thick or equivalent . - - Sec . '711 . 6 2 ) Gas vents and noncombustible piping installed in wa11s passing thr� uch 3 floors or less do not need to be in 1 'rtour shafts , provided the annular space around the vents or piping is filled at each floor or ceiling w - th noncombustible materials . - - Sec . 711 . 3 3 ) Shafts for gas vents , factory - built chimneys , pi � ing , or ducts that do not extend through not mcre than 2 floors need not be in 1 hour shafts , provided the openings around the penetrat _ ons are fire stopped at each fioox . - - Sec . 711 . 3 4 ) Ali other shafts are required to be enclosed in a 1 hour assembly . - - Sec . 711 . 1 & Table 6 -A , � Page # 6 Cod2 review for : P _oject Id . : Dreyer Residence Pddress : � 119 Grouse Lane GLAZING REQUIREMENTS All glazina in hazardous iocations is required to be of safet ••� glazing material . - - Sec . 2906 . 3 & 2406 . 9 Locations : 1 ) Glazing in i :gress and egress doors except jalousies . � ) Glu � ing in fixed and siiding par.els of sliding door assemblies and par. els in swinqing doors other than wardrobe doors . 3 ) Glazing in storm doors . 9 ) Glazing in all unframed swinging doors . 5 ) Glazing in doors and enclosures for hot tubs , whirlpcols , saunas , steam rcoms , bathtubs and showers . Glazing in any portion of a bu .ildinq wa11 enclosing these compartments where the bottom e:cposed edge of the eia : ing is less than 60 inches above a standiny surface and drain inle � . 6 ) Glazina in fixed or operable pz �els adjacent to a door where the nearest exposed edge of the glazinq is within a 24 - inch arc of either vertical edge of the docr in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface . 7 ) Glazing in an individual fixed or operable panel , other thar, those locations described in items 5 and 6 above , than meets all of the following condi *_ ions : A . Exposed area of an individual pane greater than 9 � quare feet . B . Exposed bottom edge less than 18 inches above the floor . C . Exposed top edge greater than 36 inches above the floor . D . One or more waiking surfaces within 36 inches horizontally of the plane of the glazing . 8 ) Glazing in railings regardless of height above a walking surface . Included are structural baluster panels and nonstructural in- fill panels . 9 ) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas ;�hen the bottom edges is less than 60 inches above the 000l side and the glazing is within 5 feet of the pool or spa water ' s edge . 10 ) Glazing in walls enclosing stair �ay landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking suriace . I _ �i . - - - - - � ��_}_ � ' �� � _ � - �- � -- -• --J - � _. �� - + , � {. Paae # 5 Code review for : Project Id . � Dreyer Residence Address : Sii4 Grouse Lane STAIR REQUIREMENTS : 1 ) A stairway in a dwelling must be at least 36 inches wide . - - Sec . 1003 . 3 . 3 . 2 2 ) The ma ;cimum rise of a step is 8 incnes and the minimum run i ; 9 inches — Sec . 1003 . 3 . 3 . 3 , Exception 1 31 A handrail is required on one side a stairway 39 tc 38 ir. ches abcve the nosinq if there is 4 cr more risers . - - S �: c . 1003 . 3 . 3 . 6 , Except = ons 9 ) Provide a guard rail where drop off is greater than 30 inches . The minimum height is 36 inches and Yhe :naximum opening size is 4 inches . - - Sec . 509 . 1 & � 09 . 2 , E :tceptien 1 5 ) The minimum headroom is 6 ft . - 8 inches . - - Sec . 1003 . 3 . 3 . 4 6 ) Enclosed usabl. e space under the stairs is required to be protected as reauired for 1 hr . fire - resistive construction . - - Sec . 1003 . 3 . 3 . 9 Page # 4 Code review for : Froject Id . : Dreyer Residence Address : 5114 Grouse Lane FOOTNOTES : 1 ) FGRESS - An operable wir.dow or door tha � opens dir2ctly to the exterior is required from this room . The minimum clear openable area must meet the follcwing . - - Sec . 310 . � 1 ) `Phe minimum clear height is 24 i -. ches 2 ) The minimum clear width is 20 inches 3 ) The minimum clear area is 5 . 7 square feet 4 ) The maximum sill height is 44 inches Escape and rescue windows with a finished sill below ground shall have a window we11 . The clear horizontal dimension s 'rall a11ow the the window to be fu11y opened and p �ovide a minimum cle � r accessible net open � ng of 9 square feet with a minimum dimension of 36 inches . window wells with a vertical depth of mcre than 44 inches shall be eauipped with an approved permanently affixed ladder or stairs . 2 ) The r� umber of exits is based on Table 10 -A ( Dwellings ) 3 ) A mechanical ventilation system may be used in lieu cf exterior openings for ventil. at - on . - - Sec . 1203 . 3 Such system shali be capable of providing twe air changes per hour . 4 ) The requirement for an egress window _ n the basement is based or! Sec . 310 _ 4 ROOM DIMENSIONS : Habitable space shall have a ceiling height of not less than 7 feet 6 inches . Kitchens , halls , bathrooms and toilet compartments may have a ceiling height of 7 feet measured to the lowest projection . If the cciling is slopir.g , then the minimum height is required in only 1 / 2 of the area . - - Sec . 310 . 6 . 1 Every dwelling unit sha11 have at least. one room which has not less than 1 ?_ 0 square feet of flocr area . Other habitable rooms except kitchens sha11 have an area of not less than 70 square fee * . - - Sec . 310 . 6 . 2 Habitable rooms other than a kitchen shall not be less than 7 feet in any dimension . - - Sec . 310 . 6 . 3 Paqe # 3 Code review for : Project Id . : Dreyer R � sider.c2 Adqress : 5114 Grouse Lane FL NAME AREa MIN . LIG�T MIN . VENT NO . GXITS EGRES � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 Bedroom # 3 Pr � m 17 � 1 � . 1 8 . 55 1 Yes 2 Bedroom # 2 Prim i71 17 . 1 8 . 55 1 �"es 2 Bathroom Prim 52 . 0 2 . 6 1 No 2 Eathroom Prim 52 . 0 2 . 6 1 Nc 2 Ma � ter bedroom 216 2 _ . 6 10 . 8 1 y � � 2 Master ba � h 146 . 0 7 . 3 1 No 2 Hallway 292 . � . � _ No TOTAL FOF, LLOOR ll00 1 1 Garage Prim . 277 . 0 . 0 1 No 1 Powder room Prim . 26 . 0 1 . 5 1 No 1 Dining rocm Prim . 169 16 . 9 8 . 95 1 No 1 Livina room Prim . 414 41 . 4 20 . - 1 No 1 Kitchen Prim . 1 `11 . 0 8 . 55 1 N � 1 Sitting room Prim . 130 13 . 0 6 . 5 1 No 1 Garage Sec . 277 . 0 . 0 1 No 1 Halls , closets , etc . 820 . 0 . 0 1 No TOTAL FOR F'LOOR 22f34 1 B Storage Prim . Res 168 . 0 . 0 1 No B Mechanical Prim Res 1 � 0 . 0 6 . 5 1 No B Laundry room Prim . 78 . 0 3 . 9 1 No B Bathroom Sec . 40 . 0 2 . 0 1 No B Bedroom # 1 Sec . 150 15 . 0 7 . 5 1 YPS B Bedroom # 7. Sec . 150 15 . 0 7 . 5 1 Yes B Kitchen Sec . 75 . 0 3 . 75 1 No B Living / Dining Sec . 317 31 . 7 15 . 85 1 No B Laundry r. eom Sec . 45 . 0 2 . 25 1 No B Storage room Sec . 125 , 0 , p 1 �� o B Mechanical room Sec . 47 . 0 . 0 1 No S Halls , closets , etc . 552 . 0 . 0 1 No TOTAL FOR FLOOR 1877 1 Yes B [JILDING TOTAL 3384 z ° age # 2 Code review for : Project � d . : Dreyer Residence Address : 5114 Grouse Lane EXTERIOR WALL EIRE RATINGS AND OPENING FROTECTION Table 5 -A NORTH "or Bearing Tdon - Bearing Opening Construction Parapet Occupancy Wa11 Wa11 Protecticn Material Required R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No EP.ST For Bearing Non - Bearing Openina Construction Parapet Occupanc _ Wall Wall Protection Material Required R3 0 hour 0 hour None Ar. y No U1 0 hour 0 hour None Any No SOUTH For Bearing Non - Bearing Opening Censtruction Parapet Occupancy Wall Wall Protection Maierial Required R3 0 hour 0 hour vone Anv No U1 0 hour 0 hour None Any No WEST For Bearing Non - Bearing Ooening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No None - - No fir ? protection requirements for openings . 3 / 4 hour - - Openings are to be protected with 3 / 9 hr fire assemblies . SOj oL the area of the wa11 maximum . - - Table 5 -A , Footnote 5 & Sec . 503 . 2 . 2 Maximum single window size is 84 sq . ft . with no dimension qreater than 12 feet . - - Sec . 713 . 8 Not Allowed - - Ope� ings are not permitted in this wall . Towr. of Vail Building Safety & Inspection Services Community Development Department 75 � outh Frontage R.oad Vail , CO 8165 � ( 370 ) 479 - 2192 FAX ( 970 ) 979 - 2452 Plan analysis based cn the 1 ? 97 Uniform Building Ccde Prcject Number : B00 - 0151 Date : July 11 , 2000 Project Name : Dreyer Residence Address : 5114 Grouse Lane Contructor : Lone Pine OccupancV : R3 , U1 Architect : John Railton Construction : V-N Er.gineer : KRM Consultants Repert By : Charlie Davis NCT� : The code items listed in this report are not inter: �l •ad t : _> _ e complete listing c � all oossible code requirements in the iAS� I �JP. C . It is a guide to selected sections of the ccde . Report created using Plan Analyst software cy h w s a . ( 77 � ; � '� '-+ - � b22 Portions of the material contained in this prcgram are repro�uced [ rcm the Uni � orm Building Code with the permission of the International Conierence of Builcing Officials . SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PRO'PECTION NORTH Prooerty line 20 . 0 Feet 20 . 0 Feet EAST Property line 21 . 0 Feet 21 . 0 Feet SOUTH Property line 59 . 0 Feet 59 . 0 Feet WEST Property line 17 . 0 Feet 17 . 0 Feet Page # 2 Code review for : Project ? d . : Dreyer Residence Address : 5114 Grcuse Lane 7 A smoke detector is require3 on all levels and they are required to be wired to an alarm in the bedroom area ( s ) . - - Sec . 310 . 9 . 1 . 4 S A smoke detector is required in the upper level ceiling at che stairs . - - Sec . 310 . 9 . 1 . 4 9 A smoke de *_ ec *or is required in the basement . - - Sec . 310 . 9 . 1 . 4 10 The qarage must be separated from the dwelling by 1 hour fire - resistive construction on the aarage side . - - Table 3 - S and 302 . 4 , Exception 3 " 11 The door between the garaae and the dwelling is require3 to be a 1 3 / 8 " thick solid core or 20 minute self closing door . - - Sec . 302 . 4 , Exception 3 12 The minimum height of the handrails is 34 " and the maximum height of the handrail is 38 " . - - Sec . 1003 . 3 . 3 . 6 13 The crawl space area is required to be ventilated by either an approved mechanical means or by openings in the exterior walls . Sec . 2306 . 7 Town of Vail Building Safety & Inspection Servzces Community De��elcoment Department 75 S011th F-Ontaqe Road Vail , CO 815c7 ( 970 ) 479 2142 FAX ( 970 ) 479 2452 Plan analysis based cn the 1997 Unifcrm Building Code Prcject Number : B00 - 0151 Date : July 11 , 2000 Prcject Name : Dreyer Residence Address : 5114 Grouse Lane Contractor : Lone Pir,e Occupancy : R3 , U1 Architect : John Railton Const -cuction : V - N ,ngineer : KRM Consultants Report Fy : Charlic Davis NOTE : The code items listed in t�is report are not intended to be a complete listinq of all possible code requirements in the 1997 UBC . It is a guide to selected sections of the ccde . Report created u � inq Plan Analyst software by b w & a . ( 719 ) 599 - 5622 Portions of the material contained in this program are renreduced frcm the Uniform Building Code with the perm.ission of the International Conference of Building Officials . # SHEET IDENTIFICATION CORRECTION REQUIRED -------- -- - ----------- -- -- - -- -------- ------------- -- 1 Attic area requires ventilation . - - Sec . 1505 . 3 2 Show �n attic access ( 22 X 30 ) to each attic area . - - Sec . 1505 . 1 3 Glazing i :i this hazardous location is required to be glazed with safety material . - - Sec . 2406 . 3 & 2406 . 4 4 This bathroom is required to have an openable window or a mechanical ventilation system . Where there is a bathtup or shower , such system shall be connected directly to the outside . - - Sec . 1203 . 3 5 A smoke detector is required in this area since it provides access to rooms used for sleeping purposes . - - Sec . 310 . 9 . 1 . 4 6 A smoke detector is required in all rooms that may be used for sleep = ng purposes . - - Sec . 310 . 9 . 1 . 4