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HomeMy WebLinkAboutResidences at Briar Patch Parcel A.PDF . _ ti U Q �" J Ir-- � W � � ►� _ � � Z � � ¢ Z � W � W a = U ~ U j W � THE RESIDENCES A T BR/AR PA TCH m W ° , � � W ROCK R�'TAIN/NG WALL � � Town of Vail, Colorado A a � � �a � o � LL - RW-1 Cover Sheet � Q � . RW-2 Generai Notes a RW-3 Retaining Wall Plan View o��E�'s�� �:� `�o.��a RW-4 Typical Cross Sections .�:N 38549 -r:� 90`:.�� ,�o°`��,�' � ��� � �`�� '� ° /rD � ' 05 i o� ° � � � � � � � `�� mo�� _ D � � m m�o MAY 16 Z�07 � o��� ������� �� �'�i� � Q;ot a �.-C9a �„�.�.,.� .�,� , �,�-� ��{,�� � oF �L R�s�— Y- � � e�y �4+F' ��(.�E� a �s� .. �� ���¢�,..���� ��� �� �,�,�,�,'..� #� l � �� �—6'�_�}g� �y �,� � �'{LB � c...��t�,e 1�s` .� ��� ���� ��� -�;°���5 �,d � � �"F:w��� ������� ����� PROJECTNUMBER 07-0OB � � � . �°: � (^ PLOT MTE 3!?/D7 �.✓—^�" DRAWNHY CBB � CHEqCBY CLT r' _a i,��O� SGLE WA { ' [>�;;;s:�--= � RW-1 ,,'' - �=��z��.���� _�33� ;� ���� , _ � _ _ U � � a J , 1.0 MSE Wali Materials 3.0 MSE Wall Design Parameters w w a a � � 1 1 Backf�ll soils 3.1 The M5E wall has been designed in general accordonce w�th procedures contained in the NCMA m � W "Des�gn Manuol for Segmental Retaining Wolls" ? � Q Z 1.1.1 Reinforced zone backfill shatl meet CDOT Clcss 1 Structural Bockf�ll Q�y y Q 3.2 The follow�ng values have been assumed for so�l/rock design parameters: W t�i. (� W 1.1.2 The part of the backf�ll soil pass�ng the No. 200 sieve shall hcve a I�qwd I�mit less than 35 and � 7 Z � Z � a plast�c�ty incex ess ihan 6 when tested in accordance w�th AASHTO T89 and T90, respect�vely. � W � W (deg) (psf) (pcf) � ap p V Retoined zone f�ll 25 250 125 c� 1.1.3 Reto�ned zone backi�ll shall be granular mater�al cons�stmg of at leost 5096 sond or grovel w�th a W Reinforced zone f�ll 30 0 125 � � moximum particle size of 4" and the fines content having a plast�city index of no more than 10. W M experienced geotechn�cal eng�neer should verify the above des�gn porameters dur�ng construct�on. � 2.0 MSE Wall Construction Sequence 3.3 The groundwater toble wos assumed to be well below the bottom of the wall 2.1 The MSE walls shall be founded ent�rely on competent material The foundation shall be 3 4 Foctors of safety � over—excovated s� thot ot leost 8" of the focmg rock �s bur�ed below f�nal grode. 3 4.1 Externol � 2 2 Install the drmn p�pes os shown on the drow�ngs � , W 8ear�ng copac�ty — FS=2 �j F— 2 3 Re�nforced zone ond retcined zone bockf�ll shall be placed in I�fts no th�cker than 8� Bcckf�ll sholl Overturrnng — Eccentr�c�ty<=B/6 w Zbe placed �n hor�zontal loyers cnd compocted oga�nst hor�zontol surfaces Only hond—operated Sl�dmg — FS=1.5 Q J compact�on eqwpment shall be used w�thm 3� of the back of the fcc�ng rock Backf�ll should be 3 4.2 Internal � � placed and compacted sequent�ally from the fac�ng rock to the bock of the geogr�d reinforcements to aid �n geogrid tens�on�ng W Pullout — FS=1.5 �Y1 W2.4 Reinforced zone ond retoined zone backf�ll shall be compocted to nt leost 959. of max�mum dry Tens�le overstress — FS=1 5 w � dens�ty os determ�ned by the standard Proctor (AASHTO T-99) ct opt�mum mo�sture content t2� Geogr�d strength reduction factor — k=0 16 � 0 2 5 Place geogr�d re�nlorcements as shown on the drawings. 3.5 Surcharge loadinq = 0 psf o E.�..� W3.6 Se�smic loodmg = none W � 2.6 Geogr�d reinforcement length cs shown on the drow�ngs �s mecsured from the front of the facmg � rock to the back of the geogrid. � ^ I--1 ' V 4.0 General Requirements and Notes a W2.7 Trock veh�cles sho'1 not be operated d�rectly on the geogr�ds A m�n�mum of 6" of bockf�ll is required to opercle trock veh�chles over geogrids ond turmng sholl be m�n�mized to avo�d d�splacmg LLthe geogr�ds 41 Wall geometry used in des�gn was based on plans by PLC doted 01/04/07 m2 8 Rubber—t�red veh�cles may drive slowly d�rectly on the geogrids �f necessary. 4 2 This des�gn �s valid only for this s�te only � � 2.9 Geogrid reinforcements shall be placed w�th the mochme d�rect�on perpendicular to the woll face. 4.3 Others are respons�ble tor f�eld locatmg atl nearby ut�l�t�es. It �s our understandmg that there are Z no ut�l�t�es confl�ctmg w�th the wall excovot�on or geogrid re�nforcement locot�ons. Q 2.10 In convex wall c�rves, overlapp�ng geogr�ds may be placed �f at leest 2" of backf�ll �s placed � between overlopping geogrids 4 4 Reta�ning Watl Oeta�ls mey be changed �n coordmat�on w�th SAC Design Group � 0 2.11 Permonent surfoce end irr�gotion woter d�version is the respons�b�l�ty of the owner. The beckt�ll , sods should not be allowed to scturate � O � � °or� W ���^ � C ��o► � } ��ocor°� � a d�V � f� W ON �� � - � Q�oo a a bl�c7a Or�sioru � ' C9 Z � � PROJECTNUMBEFt W-0OB �1.� � PLOTOATE 9/07r07 Q DRAVYN BY CBB U ��BY WA Q � RW-2 . iii / � „ J W�� ��$ U a � I— � Q d � O..' J y Q Q . W � � W � � � 4 � U Q Z ~ Z v�� Q 2 W �"a" a�� OJ.. l�i V � N Z = m p Y � o �., W � p .,,_ � =n 4 Yt� `~,..,.,� �' � .,,, � r t7 Of � C! fJ N O- N O n�{ � � � � w Li1 "`.- . M a'r�j V' M g � j ��� F- N a � j N � � S` � � " �.,_.,�- .au �`` w�.. M m n in ---..,,� �-.., m.- rn n n .. Z ° ,.. � ���� c=i� - ~ �"�..'tc!��,,� 'J �" ."` � rf � � $ „' M � o ~ w e � 'y A �z � y �`�rt n. '� ..,, � 3 � � � � � � � � ��.� • � ``"-. � � M / \�) $ � � n � w o /�\��// � g � . � ^ � Q � � A f ' � w a ^^w.- n w f �^ Y e � ,� � � � � �0 1� ` g wY • $ ^� � � w �� - ; � � . a ��0� �` � (�j �� � � - -_...__ ____ _ __ _ __ _____ _ � .cuoa aa � � M - �w � g r�I I���i� � � " Q�$� y�� �'«•`w-- "„� ���'""`, � .7 3 ��?� � w a � � �� o � w � ��`�,. w � � � � � = a c,,� $ " �' � �''� • .n' �}� � (� ��d � o ,,,� -�..,,,,. •n �y '9�q�, o • � "'� J � $ � -�,*.. ».'",,..,,, � F C � �. m � '``�.�`' '0r�e +• ��' � I "",,. Yf '� �"'-"w �c N E � ~~� _.`""�..,w � a ~�`'�.. ��_,,,��� � ��+N � � ,Q ~�� -�..` a `.�. ,.. � .. ,��� u � J F- � ,�- .�.,,, a °`��. .� V�� a , � ^•,„, �'"'�-..�,�_ �� ^�� , w Q ' �-�.,,, M�� -"`�,.,�h� � '0[[g��,��y M� ~ .."' .,,�,- � "--�: .yi� ,} a�$ � -.w n �`'- �"""� '---..� �•.S�� 8 �""" ..,, `-W,.,.,v�� I �``-1 ""„�-�_�"`'-•-.,�� ° .6S8�N cm, a Q r ..,,. „� `-y.. � �''1 ��R �D `^.„,�� � �-..._." ._._ .._ `"�cr�teYq�u ""` -.,..,� °/ $ W O �� � �"``,�_ ._........_.. „_....�' � "�4���!q �� ,.`^w� ��J s N � $ ... -..� d[�/! a/ ``. N t0 tD. O�f1 � ' N N ^ i �s I � � "".. f (V Oh �O r' � � O i � �`"'�•.. --�.,,,„,��x CCy� ��,�-''`., � �rn,N o� � Z � � � u ii n xm � _ _ N � JE- UU (� ` "^�.,'`",.. ' ---' �`''`ti. a � C i. � I , 0 � � � �. � a � � i � ~�'�,. �\ U' ��� i oe 4�. '� �� �, � ��°' o � ��������°'°'.aq�`'`'..�,� � � \ > �o�,° m y N � � ���l,�j�e � ``°,,,,,,,,� � � �y V m � : � � W (�^ m � rn- a � � t�/� e �$ � a h:'c9a , (�'� i x E+e �� ~ � REN90N5 � " � _� � z � x - � ~� � ' � �a 3 (n ' a� W ' r � i e �t'WJ � PROJECT NUYBER 07-006 PLOT DATE. J/02/07 V � �� ., G�1ECK Bri G.�T `Q ; � SCALE NTS �—R W-3 � •(N � TOW FNISHED GRADE �ev oniEns�� -----°---------------_.--_—__.---°---_.._.__-.-- ��.�'+ � Y Q _._.____. Z w a J sou�wui 0 � � � �• V � m � , ,� a DRAINAGE Ftt1 � i�EXGVATION AND UI � WALL 12'GravNNaNrW BACIffILLLIMRS � _ �' Z HElqi� i 1 is'Mmt. ' V) LL a Z PPE.OUTLETS�CD. TENSAR UX 140D GEOGRID 0 LL � Q i � �� � � W � 7oW � �_� J fn Z � FNJISHED GRADE �� T AAot. REINFORCED W Y fILL/J a a 0 �er oni�xs�� _ �__ _ `''f — V ~ V r�na �__------ ' � � � � � %� W B� �jFWND�CfI0NS00. � � BWLDER WALL �, ,72 � : � � f. ,� DRAtlJAGE FILL ' 1T GrsvM NomirW f�FILL LENOTH PER EIEVATION VIEW HFJGFiT � t � 18'Max. PIPE OUTLETS�OEG TENSAR UX 11W GEOGRID 1• 50' + � �/� : � c � / ���DCCAVATION AND �/ TqM � BACIffILL UMRS ��=i 1'Alac REINFORCED � .� FILL� w INtSHED GRADE _ �� � _ � �ev oni�xs� • • E'Mla �^""'____"""�""_'_"• BOULD6t WALL BOW � �FOUNDATION SOM.� '—T f.r �r � �• , � — i '� Z c�Ei�am�r� FMl LENGTH PER ELEVATION VIEW � w�u ' 1 +r� � HEIGFiT 4'ADS SOCK WRAPPED �TENSAR UX 7400 GEOGRID, � PIPE OUTLEIS SO O 0. � — �',�EXGVATION AND LL �j �► � BACIffILLLIMRS � _ _ � O s ' FINISHED GRADE 1'Mac�REINFORCED j� � ^ (By 07HERS) •' FILL� � !�1 , _ �_ _ a. e�Lxa / '-°--------------------•_____ a gOW J ACCESS TO RETNNINO WALL er oni�s �jFWNW1TIONSOIL� ,�r +r Fiu��m a�x�v�nor�v�w Tow � FINISHED GRADING SECTION A cevoniens�� � TYPICAL CROSS SECTION e°"`°E"w�" — — EXCAVATION AND � BACIffILLLIMR$ Q. ►� yy�y DRAINAGE FlLL 58.M� O� O HEIGFR 4'ADS SOCK WRAPPED 72'Non�iml TENSAR UX 7�00 GEOC#tID L W PIPE OUTLETS 50`O C. �� � C� FINISHED GRADE �D�� (ev oni�rxs► �j�iNF � r�, m y o FlLL 0 mC7V � W B'�Un. — _ � � O� C� I �A m C ����"�"�"�"'»"� � �� O L � a fA�C9a �j FOUNMTpN SOR ���s ' �r Fu�NCni��v�rioN v�w PROJECT NUMBER 07-008 PIAT DI1TE 91DZA7 � SECTION B c�a�cev a.T % TYPICAL CROSS SECTION S`'"'�' "'$ Rw-� � ; � , . \/, � , , ) _ w _�_. i r,��� , � � �� �- � _ t..,� • f � � a n as es � e n ce - o - Fourth Amendment to '�� . , The Residences at Briar Patch � P a rc e I n o: 2103- 121 -21 -001 U N N �O �` �O O N c� 00 � � x � O �p 1446 Buffehr Creek Road � O O M N Vail, C� 81 b57 _ ' � o � � o _ � � � � � �. _ _ O L L� � � � -�--� 3 enera on rac or eveo er � .,.., V� p w U � i: lj, � � � ' � �'V``� .:sv? '. .`.i c� 5. � w:. �`' '��s.. ,:w:„�„ `sf � Dantas Bu � Iders ���� � s � � x�u _ � � � r.t�. �.�$ .� �� � .�,: �.:M ���� �- :. .:: : �t.� — �5r:; .�4`.$ :;��'+,ri cr.�" '�''?' • �'�� ��i; .?,�y'%3:{%`; <Y, *%�V � �_ — - ,G1:.' `TR.i .4p:: �:,i`.: 1I O P O B ox 4015 ����� ^* ��'' _ _ _ � " - — - `� � � A�o n, C O 8162Q - - - ,t _ __ _ _ __ . . - - - - � � • Mike Dantas - (970� 37b-5444 _ _ - - ��� ���� - . . _ Q �� � o Dave Da ntas - 970 37b-6111 t>>.. t� - = F �A - _ ��� ` � � � ) ��.����::: :�;,,» ._ ;�fK , , �::i3:C.i."i:J?i'Ef;ix.'�3�;�tii��;�;,Y � �r ���':Y � � � ,ra';��', "%��:'^w';,f,AS�.+ ":;�; � g" faxes and e-ma�ls are not accepted �� . ��`:=,r;: - - - - _ _ � ►� �.t . - - - .r,'�.�'s�k-.. . 'a; l+.,x.. a.qy ,: ... . . . :t.'�::'���h,., ,. '.. :�::, . , - — - — " � � .$ � :;"`�, 'aTy;,�<� :F't's ?.'. ;�'�% "az�;.;. .� . ' ' . .fid$ ,#�' .�*>`.Pr 3�� ` •`x.: '_',�'"�; '�r2`.:::"y:.3�;:U%,,',h.sa*�`3' ��,dra=. ,.<, ;,ya.. •�^R _ _ _ _ _ �� ; � .a., ,;� � `�.'%•' 'q;. — ��`'�st,< �,°�'F4:t�'a•<<sx:s�<;�;�°.'�^_' A'�Y �s �..� ;^i",�,, .r �I �F. � • A,,;;a,> ;,t��V`;�:;'<"�;s_<<;:s; �:,-,.. __ _ :�'� ' °f`-' ;;;�:' �=;,;Sa�;�...,�� =a:,.ti �w .�;.; az'�`� Y��'�°"��` s-"�� .1�� �, .�y�i....#�a., "k�"t3 1� � %�`:�`? ,� �ti. - '�. _ � � ^�+ :',µ�ti.�y'`` .. a a _ _ ,�:, �,� -_ r u c u r a n i n e e r _- + + W�Y,� F�p,a�,. � o �� _ �� �.: _ _ _ _ �z�,,��. `'�� ��'s���,�Myt�[�� '`,s�*�: �' 'a,u ��x.� ";A��<.�:x�zw:� � �l w - - � _ '-``_"-* KRM Consultants Inc . . .,a Tim Hennum - � �. ` �'�5� PQ Box 4572 '`' � CU �'� - �� _ Vail, CO 81657 U � te l - 9 70 949-9391 � � � ,� � ) � .� . _ _ _ � o �� �,� � fax (970� 949 1557 � � o � � �, - � � � o .� N � � � . . . � � m � � �, �, - ' Np � N - ivi n in r n rv r S���T ���� � � � � � � � �� �_ ee a u e o � _ , Topograph ic Map - SurYey � � � � � � � � �:� � rn esi n s o � � � � � � � _� Peak I.and Consultants � �- � � �- - �1.1 �/icinity Plan . � � � � a � � Mark Lu na ��.2 5ite Plan O 1 13 Mill Loft Street � � � L � .-- �,; , , ., • � • ,�1.3 Landscape Plan • � o � � � ° ' �"� � 1000 Lion s R�dge Loop Unit B207 � � � � � VCI II, C� 81657 G1.o Grading � Drainage PLan PO Box 4227 ��� � �y tel - (970) 476-8644 Edwards, CO 81 b32 `� � i�YV-1 �etaining wall Plan �ieu� � fax - (970� 476-861 b Genera� �ote5 C - 970-390-4931 ��-2 �etaining wall �levation �iew5 � f - 970-926-0682 -_ �°� • • • GrosS Sections � � V � n i n e e r �-3 �etaining wall Details � ��� �k . ��� � - � H TM o n stru cti o n 0 m a n �2.0 5q,uare Footage �naly5 i5 _ C C �� � p y �2.1 Lower Level Floor Plan i5sue Date Chris Todd �2.2 Main Level Floor Plan DRBSubmi55ion 01/04/06 � ,�2.3 Upper Level Floor Plan Site Plan Review 15967 S . Golden Road �2.4 iZoof Plan DRB Review 02/01/06 b, Golden �O VO�O 1 ��•� �e5t �leVation DRBSUbml551on �3�13/06 � �3.2 North �levation DRB Submi55ion 03/2G/06 Permit Set 05/16/06 � tel - (303) 974-3007 ��.2 �a5t ��evation fax - �303) 974-3007 �3.4 south ��e,ration ,�4.1 8u i Id ing Section --- �, � ,�4.2 Bu i Id ing section �`— �� - . �4.� Su i Id in SeGtlOn �ob number. 0506 j�� 9 ,� Drawn by mPP 51 G�N���t1. 1�tOTES Ghecked by: � � 52 FOUND�TION PL�eN Drawmg Title. _-�.�, 53 M,�IN FLOOiz / LOW�R D�GK l�.- - _ __ ___ _ _. ,y FR�MING Pl�i� �,._.� � � 54 UPP�i� FLOOi� / LOW�fi� �OOF � �"� � �� ,� - F�M I NG PL,�N ��e¢��:.�_ fl�I, OS . �(o t : , Sneet �i ;�� 55 HIGH ROOF FR�MING PL,�N �-�-"�:°.--����W�-.�=.-_��-y.- � - -- = O [ru� ` - 56 FOUND�TIO�1 D�T�ILS . z � � a �� '. � S� . �i�MING DET�ILS R � ' - , sa -r� �erm i 5e � � � � ., nE IL5 _ �a � �, 200� � d � _T y D � � e, � �� - � • � r � � � �� - � a� % . � ," � .. . _ � .��as.� ■ � ---'�-��wn - - — - "-- - - - - ' ' — - --'- w i \ � , \ 8409.12 � �8.2.��.� O�� � / - $4os.7s� R=1333.51' + L � L=19 4.40' ^� � � T=97.37' PARCEL F GENERAL NOTES � CH=194.Z.l� SURVEYOR�S CERTIFICATE 1 DATE OF TOPOGRAPHY. OCTOBER 30, 2005 � / CB—SZ3�O9�5O��W (CO 8 9NAC ESEL> I, BRENT BIGGS, A PR�FESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND 2 PROJECT BENCHMARK: SANITARY SEWER MANHOLE, INVERT ELEVATION = 8390.90 FOUND PIN AND / CORRECT TO THE BEST OF MY KNOWLEDGE (EAGLE VALLEY SURVEY JOB No. 1732.9) / ALUMINUM CAP _c�, �,j ,%+�I� / � L S No. 26598 / � 3 PEAK LAND SURVEYING� INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT DATE:____________ :�.,�''���soo-9 '.?� / ---------- A���Y,ar s���°r�',�,�� PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS–OF–WAY OF RECORD BRENT BIGGS � OR &AON BEHALF OF 8 '°o: "�e -- PEAK LAND SURVEYING, INC �° �r� ° 4 NOTICE. � � ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED / ��s;� OG� �,, t�` • I) s � UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST - � m DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT 8411.81 / � �� �/�hq� LANOS��` /I IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF � / - CERTIFICATION SHOWN HEREON. ' '• � / �8411 47 � / � ' � / , � / / � / O / 0� � / � � / 0�0 � o / � / �O� / _ / cb / �/ - / � �� _ 8414.36 � /I � �� ' 8414.02 3 � � � ' . . - , � / �I��. � _ �D�� ��� ,-�-- �� � �"�� � �}y � / / I l � W '�"^. �� / / I / / �� � � w ,� � � = �� � � - � o - _ i � � � � � � � ` � � � i � f � ��� � � / N � � � �� �� � , � / � �. 8416.79 � �� / o � , � O � / Z '�) Q 8416.45 � � ��'� � � � 0� � j ; �� �i�� / � � �� o : � ,� � i / � S, , � / _ �yii ,��'4 .� ' � 3� � ��� o S F � `� � � �� C��c/ o � O ��f� /� � ' . - ` � � � � .� / '� fi� � , �.^. / � � / M � ` � � � � _�l�� / °° , J 1 � f ^ /'� � 8419 27 / • / �� O '> / • � ' / r��xg b / , / , F Z , � -*- / / � �t�' �8� i ��� ���� � CENTERLINE 2Q R��' � • � � ROADWAY �g41g,7gP 'L��� ��J� � \ (!! ` � / p_.. � �� �• � � � �� - RETAINING � ��� o�°i ���i / WALL � };�� � 0 � �,� — / �, � , GUARDRAIL / �5�� � r ^ �� (� � ,�'� o �/,��' � :� ' � .% � i� �I � � � ��., � � PARCEL F / �`, Q� / � � � (COMMON PARCEL) 8421.85 � i�y 10,p� � � :n 7.839 ACRES � ��.;� -,�, a� O �' � / ��� � O � ��'� �� ��� � � PARCEL A -_. / ?��� ;� 4iQ^�`b 0.0922 ACRES . � � � ��� C�o�� / 1446 ^ ' _ , 2'�' o O ,~�r-r - ----, �-;... SANITARY SEWER MANHOLE 8422 �2 , �i ��'/ �e = � � � &-b'� RIM ELEV. = 8423.7 � ,,��� � �� p � / � � � �,�, � �\ Z� � �'^ - _ _ -:�-� � �,�� Q'V �. � e � � �/ ,Zi`'� ��� `U° �° �•0 _ - _ _ S , , ,r, y.a� / ��,,f J �1'"� - ;� / � � � , e -.- � __ ._�....___, _,�....._.s ���r � � 8424.58 � �� p / / ���" � S63s3 i •. �� '��;�v \ S\ � � � r;�i� \20�s� i � g��� �nF� , , � / ��_" ,�(' / 2� , k�5d � ���,,� '1J a�. �� N���f '��• p0��$ 842547p� ����'� FOUN PIN AN s`�� �'6� GRAPHIC SCALE � t�� Q / ALUM UM CAP � � ;�i� � L.S. o. 5933 �� 10 0 5 10 20 / � ��� W / 'so, ' I �E�' � � ,^�° O � DQ ( IN FEET ) � �rl �� ° � � ' ;��� / N 1 inch = 10 ft. 8427.36 / `� PHONE MANHOLE / �� / ' RIM ELEV = 8428.3 � ��` Q� - �i �`� � �,�' TOPOGRAPHIC MAP P � PARCEL A FOURTH AMENDMENT TO � q � �� THE RESIDENCES AT BRIAR PATCH, � ELECTRIC MANHOLE i / �44 52 20 �Q � RIM ELEV. = 8429 0 g428 04 R=194. 1 6� (�� � TOWN OF VAIL = r-��� � L=152.06' �PEAK LAND CONSULTANTS, INC E / T=SO.�7� EAGLE COUNTY, COLORADO '� PEAK LAND SURVEYING, INC / r� � PARCEL F DRAWN; �VK III REVIEWED; BB • }970-476-8644 FAX 970-476-8616 8429 46 CN=148.G0 (COMMON PARCEL) 1000 LION�S RIDGE LOOP VAIL, CO 81657 �_ • C�� �� 7.839 ACRES SHEET 1 of 1 �� DATE; 10/31/05 PLC JOB#: 1435 / _ Y ,! .�,.�..M.v................ �....�,...,.,.....�...,. ,.�.,,,..�,.�,..,...,,...,........_.v.�..�....,....,�...,...�.�,.....�..,_...._...._._��� ..�,,,.w..�.�..�,.�,..�.�_...w.......,.,,�,�,.,...,.......�....w�....,..,,_..u.�,...��..,,,,�.,.,...�..�.,.�,.w,�,�,...........�.,.,w...�.,...,,....w,,,.,.v,..,......,.,.�...�.,m,..,,�,.�..,..�,,..,.,...,.,...,,..,�....�.,..�,...w.�,�,.u....�.�..............,.�_r�..,,,,........,�,....,....._.,,.._.....,,..�,�,�...�..,�.,,,...w..........,..._,_���.,w..,..�,,,�...,.�,,,..�........,....�...,.....��.,.....u...u,.�,......,.�....,�,_�.....,....,.,_...,,................,,_.�........_...,..�...,.,�...�................._.......�_�w.,,...�...,.......�...��.�.,.�� .�.�...�.�.�....�.m�,..m.._..��» — s � `s, E y � € � �� 1.0 MSE Wall Matenals ' � F � 1 1 Backfill sods � € - O ` 1 1 1 Reinfonced zone backfill shall meet the following gradation € � � Sieve Percent Passmg Q � � 3" 100 i � � No 4 3 20-0 � ' �t����L �' # �� �� �� �� (�78J9ACRES ' 4 No 200 0-40 r O ' i�►�IN��c�iw� �� 1 1 2 The part of the backfill sod passing the No 200 sieve shall have a liqwd limit less than 35 and a plast�aty index W � � � LS Na zes9a� ��� less than 6 when tested m accordance with AASHTO T89 and T90,respecUvely. `�� � t � O ; � 1 1 3 Retained zone backfill shall be granular matenal consistmg of at least 50%sand or gravel with a maximum particle Z � � � � size of 4"and the fines content hawng a plasticity index of no more than 10 w ^ � � � � �� 2 0 MSE Wall Construction Sequence � �rT, �"� _ � I F—� f"�� ; / �� ` �` � � w ; °. � ` � 2 1 The MSE walis shall be founded entirely on competent matenal The foundat�on shall be over-excavated so that at � � � � least one facing block is buned below final grade � � � ` ' � � � r � � � i � � � 2 2 Install the drain pipes as shown on the drawings `./ � i : f � � � � � / � 2 3 Remforced zone and retained zone backfill shall be placed in lifts no thicker than 8" Backfill shall be placed in < � , � � � honzontal layers and compacted against honzontal surfaces Only hand-operated compaction eqwpment shall be used � ; / �-� � _�—A within 3'of the back of the faang blocks.Backtill should be placed and compacted sequent�ally from the facmg E-1 rT . � ,.� � I , ��-�'� blocks to the back of the geognd reinforcements to aid m geognd tensioning � �•-�-'i : / ��� � ` f t � 2 4 Reinforced zone and retained zone backtill shall be compacted to at least 95%of maximum dry density as determined � � O � � f'���--- ' � � by the standard Proctor(AASHTO T-99)at opt�mum moisture content f2% � � � � ; A.� � 1,,: , s ' � ` ' � / � �' � 2 5 Install the leveling pad on compacted backfill as shown on the drawmgs Use crushed rock for leveling pad ' � �� 2 6 Place geognd reinforcements as shown on the drawings. ` � i � � , �F � � i �_�_� � : 2 7 Geognd reinforcement length as shown on the drawings is measured from the front of the faang blocks to the back ; ' GRAPHIC SCALE % .� ,;:. ofthegeognd 3 1:... � � �� ' } 16 0 8 16 32 64 �:.. '. I � "° � L " � 2 8 Track vehicles shall not be operated directly on the geognds A minimum of 6"of backfill is reqwred to operate € �y'�"" � �a track vehichles over eo nds and tumin shall be minimized to avoid dis lacin the eo nds � _ ./ �` •: . �� �::;:,.:::. � 9 9 9 P 9 9 9 � _ � .<::±.»` �; � � , . � � � � E—� ��N FEET) � , �����3 '�� 2 9 Rubber-tired vehicles may dnve slowly directly on the geognds if necessary ; ` � ,� /�:;�'<., � I� " 210 Geognd reinforcements shall be placed with the machine direction perpendicular to the wall face j Ys inch = 1 ft. � � ��o,,.,� ��, ` � � �� t`� � �, ::. ` , t � ���,� / +�CSp�: > � 211 In convex wall curves,overlapping geognds may be placed if at least 2"of backfill is placed befinreen overlapping ^ � � F,.'; ^ . �� �. � geognds h� � , ���b� �/ � '. � 212 Permanent surface and imgation water diversion is the responsibdity of the owner The backfill sods should not be ; � � � �� r` � allowed to saturate �..� _ < � � ' � 3.0 MSE Wali Design Parameters ; � W � � � � �f� , _ � 31 The MSE wall has been designed in general accordance with procedures contamed in the NCMA"Design Manual ��T"'�� r „ � ;,.f� �?�� �' for Segmental Retaining Walls" i � h�i ` � .F :£'� � E � I x � �tx � 3 2 The following values have been assumed for sod/rock design parameters � � � � � camsuN �,;{ , ������F � � c y � ` � .. � t;. s f ROADWAY r.<.; d „�. . _ ; �',� i � ( ;�� tl .:. ' ::��: £ �de9) �PS� �P� � � s�, i,� � ��. :'><..> Retained zone fill 28 0 130 � � i r�runiNC �<, _ � w�� �;�}' ��� � g �� Remforced zone fill 28 0 130 � �rl s �.. : .r �LI � ����� ''�� /�,` � � � An expenenced geotechnical engineer should venfy the above design parameters dunng construction. �-�1 £ _ `f; / � , � . ( ,��:� = y � �A�CEL �' ; } � �"�` ` / ,:F �" ��"A011 P��� 3 3 The groundwater table was assumed to be at elevation 4684. .�� . `�aa,� � � � � �eaa�c�s � i � ���t � � '� � � 3 4 Factors of safety � ! / -. ,r� F��t3�CEL � � r B ��` "x` y� � Q0922 ACRES �` i ; / �� ;.?. °�+ �,� , �`� � 3 4.1 Global-FS=1 3 > � � SANITARY SEWFlt NANH "�i ' �c: ?� ,�� 7� � s � aw aEV e�z3a T� �, ' $�� � .� � 3 4 2 Extemal : s �':�} '�� � � ;� .�.,,.�....._.�...�.�,..�,�..�..�.; ,�.��� Beanng capacity-FS=2 5 € < w ,...._._.._.._..._ i ''� �� . ? /� S ;;'' �3 � 1" � Overtuming-Eccentncity<=8/6 ,._ ......_ .__V..........__.___....� _ _ ,;; d,;; `� eua.rnNC � Slidmg-FS=1 5 � SEAL / .�3 � � �\ a��C � � ,�;� � � ` 3 4 3 Intemal � � B �` ? _„pp RE(i�s� �� . � oQJ_ .� � ��K�f � �'s� � � \ � Pullout-FS=1 5 ` � o�:'��•.9 � ' � -�' 'Q o�.a <� * r r ��a � � � Tensde overstress-FS=1 5 =, v:�O ,�: � i ��� '+���� ` / \ ,� ,�� �� � � �, Geognd strength reduction factor-k=016 � .�:a 38549�r / � �� � ; � 9 � •� a �`� ��� � ' �r ' -'� � FOUND PIN ANP �� � � 3 5 Suroharge loading=250 psf : . � ;:�;' !� �u.uw�uu cnP '� `� � � ..��• �'� _ /� ,:`y a LS Na sa� �. ,J � 3.6 Seismic loading=none � i � �` `� � � 6 G � � i ' �� �� � �:::t� / � � ' >';` � /,f �' 4.0 General Requirements and Notes �--��°--�°������� PHONE MANHOLE ,3� � n �� { Pou�v- a4za.s � ,%�}� ��� �� �� 4.1 Wall geometry used in design was based on 2-3-06 plans by Peak Land Consultants,Inc � � P � � � � � � �� '� r� 4 2 This design is valid only for this site and is to be constructed by HTM Construction or Dantas Budders only. � O ELECTRIC MANHOLE � '�'� � � �.� � O O . ��� _ �z�o / � M 4 3 Others are responsible for field locating all nearby utdities.It is our understanding that there are no uUlit�es � � conflicting with the wall excavat�on,geognd reinforcement IocaUons or ground nad IocaUons � � � ���a���. � Q d' .�. ��Mqq p��� 4 4 Retairnng Wall Detads may be changed at HTM Construction's Discret�on 7839 AfXtES � � � � �� � � O � � �' M �� -� p�p0 � � � M � � � X 1 0 Ground Nail Wall Matenals 2 0 Ground Nad Wall Construction Sequence 3 0 Ground Nail Wall Design Parameters 4 0 Special Provisions ' � � � � � � 1 1 Ground nads -Grade 75 epoxy-coated threadbar m accordance with ASTM A615 21 Excavate one lift Boulders,cobbles and/or bedrock rnay be encountered at any depth of the excavat�on or dnllmg At 3 1 The ground nad wall has been designed in general accordance with procedures contained in the FWHA"Manual for 41 Wall geometry used in design was based on 2-3-06 plans by Peak Land Consultants,Inc f � � ^ fy=75,000 psi the contractor's option,ground nads may be dnlled and installed through a temporary stabdizing berm Design and Construction Monitonng of Sod Nail Walis",Report No FHWA-SA-96-069R � � W , 1 2 Grout-Grout may be neat-cement or with sand,with Type II or III cement in accordance with ASTM C150 Water-cement 4 2 At least one preproduction venfication test shall be performed on sacnfiaal test nads to venfy the Contractor's � ratio should be between 0 4 and 0 6 2 2 Install ground nails at the approximate locations and b the lengths shown on the plans Ground nad locations may 3 2 following values have been used for the design parameters- mstallation method and nad pull-out resistance in accordance with FHWA-SA-96-069R � � Pc=3,000 psi mirnmum vary from the speafied spaang by up to 6" f c g qult � � O � (deg) (psfl (pcfj (psi) 4 3 Proof testing of the ground nads shall be performed on 5%of the nads A passing venfication test can be counted 1 3 End hardware-Nuts and washers shall be in accordance with ground nad manufacturer's recommendations Beanng 2 3 Install stnp drains,welded wire mesh and walers as s�own on the drawmgs Use plasUc chairs to hold the welded Sdty Sand and Clay 28 0 130 20 towards proof testing requirements � � �1'� ^ plate shall be m accordance with ASTM A36,Grade 36. wire mesh away from the sod as necessary. V ��■� An expenenced geotechnical engmeer should venfy the above design parameters dunng construction 4 4 This design is valid only for this site and is to be constructed by HTM Construction only. .�___,µ,.��,,,,_.�,�,,,...__,_,___.,___„�,�,,,,,�M_ 1.4 Shotcrete-Shotcrete mix shall consist of Type II cement in accordance with ASTM C150,potable water and normal 2 4 Install shotcrete to the minimum thickness shown on fie drawings and to attain the minimum coverages specified REVISIONS weight aggregate m accordance with ASTM C33 Air entrainment is not required Admixtures,if used,should be non herein Give special attent�on to filling the void in the borehole above the grout line Cold weather protection measures 3 3 The groundwater table was assumed to be well below the retaining wall 4 5 The ground nad walls may be redesigned based on venfication test results corrosive to steel. may be necessary Pc=4,000 psi(28-day strength) 3 4 Factors of safety 2 5 Install the ground nail end hardware while the shotcrete is stdl wet Embed into the shotcrete surface unhl there is Beanng capacity-FS=2 5 1 5 Welded w�re mesh shall be in accordance with ASTM A185 no void behind the plate.Handtighten the nut Overtuming-Eccentncity<=B/6 Global-FS=135 ,r �-��' --, -� -- 1 6 Walers bars shall be in accordance with ASTM A615 2 6 Once the grout and shotcrete have attained 80%of their speafiec strengths,repeat 21-2 5 to the bottom of the Pullout-FS=2 0 ' ' - fy=60,000 psi wall Yield reducUon factor-aN=O 55 � E Facing flexure factor-aF fl=0 67 i- � �.� ......._ w,.,.. .._..,,._ .. ..,_.............._.,, . 1.7 Centralizers should be plast�c and attached to the nads in accordance with the manufacturer's recommendat�ons and 2.7 At the bottom lift,complete stnp drains to weep holesthrough the facing. Facing punching factor-aF�n=O 67 � g " _ ' should be spaced no farther apart than 10 ft with one centralizer withm 2 ft of the nad head and one w�thin 2 ft of �� ��.D� • � the nad bottom � ' -, � . PROJECT NUMBER 06-004 , ; - f i_� � �'�C---- ---• F PLOTDATE• 3/27/06 - � DRAWN BY WDL _ � ' - CHECK BY CLT , � - _ 8409 12 � �$•2.� �.� O�i � FINISHED � � , T GRADE 8408�79� / R=1333.51' .' , / / / � ` � t L=194.4� PEAK LAND CONSULTANTS,INC , � J / '�'=97.37' 9 EAK C�IVIL ENGINEE�R;NaG,I�Ne e. 1 p00 LION'3 RIDGE LOOP VAIL,CO 81657 � BOULDERS ' �-� 0 5 � � CH=194.23' �PARCE RcE�� ' }�- � � . , / ) � � CB=S23'09'S0"W �.839 ACRES "'.�' 4 ^"Ax 3 CONCRETE PAN � / I �. � / I 3/4" WASHED ROCK �� � 8411 40 �j, � EOA� / r .�c � � J � ' �MIRAFI 140N OR rr , / 1 - EQUIV. GEOFABRIC 1 MIN. ��� 8411.18 ` � FINISHED / � GRADE � 840 . „ 84t�.s� 8410• o BW 8 � $ � `s'�' BLOCK RETAINING WALLS 4 PERFORATED PVC / END WAL . DRAIN TO DAYLIGHT f WALL 8 94.98 � RE: STRUCTURAL �= T 47 /8 0.98 8391 78 BOULDER SLOPE DETAIL ,� ��`.�� � . � `' / END ALL ' � �� � � ` '�',�, ,r; ``�'`t' ' r,}� '�. � 1 '�� � � M.T.S• / �F '24� , � . �412.Q �y f , .0, 15•0� � � � �� '�,'��" $4i 1,3 '\ � � � ,�Eq�, � .,��� ;, , "� ,,�„ , „„ � T410. ai r. r ,�, -�'`����� �. �: �8,3W91 75 � t` � ,, ��i ,��, ,.,�.1 � „ , ;,� 1 1 � ,�.�� ��,;����.� ��8��,:�$ _�,<<_� o ,8 � / , 8390 01 � �f',� r '�7;�, �;�, �` ' � � `'!" =r o� r BW � , 'r t, A4� ,t'Lr, ' , `,,'°,, ' F' o I i'�p ,i�� ,r � fi� ,i� i� r;„ Z, / � � / F'} 1 , FF � '1 �r O ^ / •`' ' 1 p � _, r�itr �1L�ii y�r Q i�.,„ (.• \c F � ��� 0 17 �y.'�� '1 � � �'` 4fi0, 8 £ A-� �� 4� ;,, / ";"' �.�1. , �� ,��, , �� , � '} ` � �� � 10 -� � 1 y � 8417�J2 '; ' ' ` '�J � E09C ;� � ' �,� , / 390.7 � � \ #� ��� CATCH BASIN; �`i � F G ARD AIL 8414.3s / � - -�.r,,�� � s4o 12�� ADS NYLOPLAST � 8414.02 R2 .0 �, `;,�,t� ,� _�,;,_,�, '�,,4� 4 839 8 �' � � � � I.�� �, ,i � , Tw o3.t � R . AR H INLINE DRAIN _ �1 � / ,��4���? °�) 84 9.13' '1 W 83s 9 Bw 8'02 RE: STRUCTURAL RIM: 8406.8 W � CATCH BASIN: / �,��A''',�:, ,�'', ,� ''T '.�� ",� BW � � INV IN: 8402.86 � W 12" ADS NYLOPLAST / , ' - '1 ,.', sao9.1 � � � INV OUT: 8401.50 w � � � INLINE DRAIN � / �� t; � ,�Q , � ��,�A�';�, °� �/ U Q RIM: 8405.54 � ��{��F � L.L.. Z INV OUT: 8403.04 � 4 - -� I � � � y� �� � V / yrt f',,,�` i�ti��;j�_ 1.4 � 12" H PE 1 .5 L � 1 W � / " � ���• "�`s�a A`�� � � J `T �` __ y I..L / 'z� , 4p r 1f�`_ �-� ,� LIMITS OF DISTURBANCE � � Q /� / � ,r�.t� 7 � � � ' \ �� JF r y� a _,i�� I�O � � � / � � f i +' }i� � ' � rM1 r,� � / / $4 7FA6� i�� `�'� 84 .0 l� o " \ / �a -'�'� � � � S SILT FENC i P / 401' s3 s,so � � INSTAL ONG CONTOURS � � 8416J9 / � l„ � Q��4 6.82 W EN WALL � O GRAPHIC SCALE / ,' � c�r ., `,� � ' F, � A Q 8416.45 � t� ° ap to a s to zo ao Q � � ', � 0' ` t , �� '�}� J � / � - � i, ;,- . r t r�4 T .90 I d � � � � • � �I ( IN FEET ) � �� � � � _�y,�'r��,�� � �`,r1�J� B 90.8 12�� HDPE 35 LF � 2.9% �/ i < _ - ;�,Q� � 406.2 1 inch = 10 ft. �/ o / �`F,�, -��`�` � ������ 4 3 � '=J , � �� � , O i''' 'r' �''' '' � 8406� 4 4.00 � � � � 8aoa.os NI •� _�,y����y�' �;;�, �,�,�oA �� � 1 �o / TW � �. '��� a�,r;1( a',,� ,�� x 400.25 � � ' � � / \ � 84 7.64 � ��`=.yr-'�,�_`,�� � ', y„ /� � p� ` y � V _~ j � B / ',��t y ,�� ,�' � � o�o � � WALL WITH BARRIER CURB � � .,� '�5a� ' � �i t CATCH BASIN: _ � E ,� �, -,, � � ; � 8'� ADS NYLOPLAST INLINE RE: ARCH '���, �- , - �'-� �' � . � oo DRAIN ' 8419.2� / ` '' � � r � 840 ,50 / � RIM; 8402.40 / �a-r` '�'�} a-� � ' tJ "FG o � � 8" HDPE INV OUT; 8400.48 � 8406.79 ' �; "� � � -' ' ' ',j�`,' .50 8403,00 / . � HP ,t;{„�',�,,;�3� �,`' ", F / FG � �S. � i x�i� - ,'� � � -�� ,°����; ; $4oi�is ,��,�v ;�`�5�j,'�' '� E{�A ' 84b 2. � / - /\ � �;� #�� �„ ��` + RIK�i . • • �Q � �}� h 4 8 O714B��,I ' � �� l i��� � ,�,l�• } „� A�, � / I m CENTERUNE 2D �� ,;$9�p?;34K'�'��' ` '�f'� �' I � f y�L ROADWAY 8419.79 � �,GL HI� '' �i 4 �� �., ,� ,, ` "„ ' 8 2.50 / �j,�Q � �ti,`'y� �,,�,; ��' �$4�7.22 F � � ' ��'" _ RETAINING � ��'y ��i4�f�'ii J� ' �p � I ��"t*�d /,�'i",i,,r'�1�? r` „r' i, ` . WALL r� "����� - � -^ � ;��# ,,;,,,,t,.� ,,� ��, r l Q i � ��° � / � ��s� r ' ��;F,`r,�f,�•''�,r'��� '�?, r LL'� ��`( + V• � � r,;� ,�f5}f �i i. /��� / � GUARDRAIL / � �� �` _�*���, _y ,, , � �, _�� � G a a_� , ;,x� ,, �'a,''y ,�, / � ✓ `�;'�`F �,, � / ' 84 7.00 / � � � �" '`` f��r4,� ? �'�;�,; /ryr/'( � �/�L�`x[��` F� PARCEL F 36" MIN. FENCE POST i �l.t `t '� {i,. 9+-7 i}" r V1.7��.7 \� , � / �� _ �,ya�;�r„1,,�`,. 'a 8410, g ,t:$ p ,�� 406,00 (COMMON PARCEL) 8421.85 a� a���,,r�r;;;�'. ,;��,� ;,�,„ _ � - F , EOA � TW �� ���,,� ���� °�� _ / 7.839 ACRES WOVEN WIRE FENCE (14 1/2 GA. MIN., MAX. �� 840734 '�' ��"�,��t°'� ,�� ; - `r+ t`�; '4' - 8�6' � ( , 6" MESH SPACING) WITH FILTER CLOTH OVER BLOCK RETAINING WALL � ,,�� eW - ''����� � .�r ,, /��„ �`��,�'� �` - 20" MIN. Z RE; STRUCTURAL � �.�� �` '����i���R p ' J �,`;� � ,� , �� �/ � / c�-n ' FL UNDISTURBED GROUND 5 � ��/ � ;°�� �� i' 6 �. j�.°� ` ` -� �� ������� �i��� �. ,�fiAR L A _� w / ��`� -~�',� ,iw �',y`, _ ,�,,f�' , ' � -/ f o.os � � , / / � y �tr 4 � / � i . . �? 8 6.48 d� ' �`�.- 'f�� ,°'�`� 8 :88 '' � , s � „� E A . ;�' r, �� '�, ;,_;�,t�G ;; ' , ,; ,"' � °` / � MINBE8�� I�N ORGROUND 16° MIN. SANITARY SEWER MANHOLE $422 �2 y� '� ������ , } ;;�,�' ` ` � ' � � � �, � �_ RIM ELEV. = 8423.7 / �i\� `_ - � �'�;-,`��� '� `,- ,J��'� 1 �r � � _ �\� �( �^M' ' 1� / -j''�'_', ' J SECTI❑N / `d � i ° t� -� 1 _ - � � � � ��� ' i, '�j� ��iy� �'� - - - �t�� 12�� HDPE 111 LF � 1.0% � t � . ���r � {..z, d i',y '�t� a yr� �� �- � �r ��` -r � S / ,'� � �r -, $`i.,,�".� `��';�,` , ' ��f ���� ���,`1„; / �p WOVEN WIRE FENCE �MIN, 14 1/2 GAUGE, / � ,- %a. f �.�,,,,�' � / �� 6 ,_ „�,r� } ' MAX. 6 MESH SPACI G) � �r ; � � ,,T ,�' '�,`'J RZQ. ' °_`� � �/, - / �� 70� MAX C TO C 36° MIN. FENCE POSTS, � / �Y �12. 6 tf��, {,' -��,� ', ,-, i�I , , � DRIVEN MIN 16 INTO Q ,t�ti� �-"' � ` GROUND I 0 � -�`�� 8406 66 8406.33��84�6"/ }4' � / , �x' � � b?�}�'`�y'�i �W EOA`- �CL , _ ' /� /_ 1 , y ' �'' '� � J���- J / ("'� F� _� �' __ �(F`i ��� - / ' `` [%. � f� �� T � �',l /� x v lV' yK Y F O 8424 58 � �,�s � ' 1 r , � ,�° � ' ` p ' ';�,�,� r " ,< ,y�y, �,.�x j�_ I Z '� , � � 8 0 .2 840 , � � � � �, ,�� , , 1 ,� / r,'; ' f � �� - :% '�'' �,"r'� , '� �'„r�"� ` ! � f�� ' �_ `r=�= t� 8¢05. 9 �A � � n,. y , .>`�',�, x � � � '� x' ��;n, ,� x HEIG T OF FILTER �� ,�.,, -r��,a �_� � E�� 8405.80 � � � ',. ',��, ,,� y ��'" � ' �, ;�x', . �,�. . = 16H� MIN. �PQO L /C / �`�' (; cy�; '�-�+'`,,"1 ` �'�' ToWA ` � �� `a�,�,,�' ,, " ,,k �> .�.�� j` F F { £ 1 vTo�� _ v'r • x�" Y l '� O ��Y � � � ���� '__ , `��$ BW � � N�.5,� %' � K %r �� 0��� .��d• �cc` 1 � 'e �,'�: �- � � Sy'� ` C.) c<`' � :1-'�,� � > '��,Y � cp'�� � ��' �,':�,_'� R8. / ��o� O�, a- 8�� MIN. � 36668 �. �k t� r y ' �� � a � 2 � 8425 47 p� �;t� � $ ; �r�,r ,`'`, / ���,L 8411 10 `'-,�,i� ,"- ' - � � �, �� �'•,5-/7-0C.'�� / {V� � +�• '�� - �i�r + , PERSPECTIVE VIEW S' �� G � � �_� 8 06.21 -�►:y� 405.77 � � � / �'`� e 8406.01 OA � � "i� EOA , ' CONSTRUCTION NOTES FOR FAE3RICATED SILT FENCE ` � ��`f� 8402 0 ' 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO POSTS: STEEL EITHER T OR U TYPE OR � / ��� Q.��, o ,�};7 � O TW • FENC� POSTS WITH WIRE TIES OR STAPLES 2° HARDWOOD N � , , � / BUILDING �. DRAWN; LML � r���� 840 ,40 I ENVELOPE 2. FILTER CLOTH TO BF FASTENED SECURELY TO FENCE: WOVEN WIRE, 14 1/2 GA. 6 -� / �> g4a ,27 840 ,21 BW WOVEN WIRE FENCE WI7H TIES SPACED EVERY 24" MAX. MESH OPENING. � 8427.36 / ��'�� � BW 84 �•26 � AT TOP AND MID SECTION. DESIGNED BY; LML °o PHONE MANHOLE // �;��� � /, / � �W •14 O � �, WHEN TW9 SECTIONS OF FILTER CLQTH AOJOIN EACH FILTER CLOTH FILTER X, MIRAFI 100X, RcVIEW�D� GLI� � RIM €LEV, m ��28,3 � ( � � � N � � OTHER TWEY SHALL �� OVERLAPP�b �Y SIX INCH�S STA6ILINKA T140N �R APPROVED � � AND FOLDED. EQUAL. �, _ � � � ` / RIPRAP PRO �► 2' CONCRETE PAN PLC JOB#: 1435 l 4 MAINTENANCE SHALL BE PERFORMED AS NEEDED AND PREFABRICATED UNIT� GEOFAB, .� p � ! . � � � � MATERIAL REMOVED WHEN ��BULGES° DEVELOP IN ENVIROFENCE, OR APPROVED DATE: 5/17/06 w � ELECTRIC MANHOLE i / �44 52 20 �' � � „ Q THE SILT FENCE. ; - EQUAL - py RIM ELEV. = 8429.0 � / R=19416� �Z HDPE INV tij� 5. SILT FENCE MUST BE INSTALLED BEFORE m y 8428.04 • / � � BEGINNING CONSTRUCTION. . %� , f L=152.�6� / IN OUT. 8399. ,. � BOULDER SILT FENCE � SHEET � r / T=BO.� 7� / SLOPE r .D(� PARCEL F N.r.s. � b�.05 ' d' / CH=148.2�� (CdMMON PARCEL) / �r , / �= ^ - 8429 46 Cp=N41 �25�25��E 7 839 ACRES / �-,_.. � � _ ,`�_ _ - -- -� � � ■ � � / - "'r--- � o / . �d � i a / Y � /� __.--- . / -- ` _----- . II ���/, '��/ � ��` ----' . _ �� � �� �� ,i ----------�� __-- `- �`.�\ ��� �'�_-- � - .^, `z `�� '----- , ,, 0 23 __,_ --- """���!� ;� � _ _ ----�,__---- ------ . �. _,, - ,�� � , �:; _ ., 25 , ,.�-; ; ; �., ,_ __ ,- . � , , . _ . , . , _ -- = ��� - � `� i U T I L I;�T Y _'�. 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I STONE GHIMNEY GAP ",i: z;:<..:>::. r;. �...;.>: '::>::r: <3:;:?::: I t k';>' �',:>. r `.�:> : ;::::::ii:; 4: '>"f 4`' WOOD HEAD �51D�TRIM � � � SILL @ WINDOW � 1<:,>:: ,l :al;s::::;::?> :?:,::...t t ;k t � ?;;;:;i:;s:; <';:;::::::� r ; l GOLOR - PRATT $ LAMBERT • � � t ;:�::� IW- J � ,�NEW BARK - 3-13"i�� - i I _ i ; ::>�" ::>> i �u = €::€::::>::<>� � � "I ;::; :.I:::.::..: � � � 1 � � � � � 0 � � HORIZONTAL WOOD SIDING _ I — g �- � Q � ASPHf�LT SHINGLES � � 8 8 � � p O � GOLOR - PR/kTT B LAMBERT � � � � z � z � � "MAPLE'S BARK - 3-131' ��RTAINTEED PRE5IDENTI?d..SH?�KE TL ULTIM?�TE i I i - - i i "::t - i IL � i i i � � I - 12 12 � a- `� - � � - BOARD � BATTEN VERTIGAL GOLOR - "AGED BARK" I � _ � '1 ^/ - '_\ � r � � � WOOD 51DING T O PLYWOOD C� RIDGE _ i _ _ � \� , _ _ _ _ � I � i i i i "ENGLSIH OAK - 3-119" EL 8416'-10 1/2" GOLOR - PRf�TT 8 LAMBERT T O PLYWOOD @ UPP�R LEVEL - - - - � � ` - - - - � T O PLYWOOD @ UPPER LEVEL „` �L 8416'-6" - - - - - - - - - - — - - - - - - 8416'-6" `v i 1 � I - i - I - - - - i I ' ` � I i- - - � � v m # I '� \` � � I T O PLYWOOD @ BEDROOM #1 m � � T O PLYWOOD c� BEDROOM 1 i i i i � . i I i , ^1 U EL 8413'-O" - - —1- - - - - � -_ �- - - � _ - - - - - - � - - - ' 8413'-O" VJ � � 2x WOOD RAKE �GORNER BO�.RD - -- - -- - _ - -. - ( _ e � � � \ � � \ `9 � � O � � TRIM (TYPJ _ - _ � � � -' i i - � - - •� i - i I ;°;:;'� � p i i i i i O � GOLOR - PRA�TT 8 L,4MBERT - � r- � .; .;:�::::>: p � 1 � � I 0 � - � � � - _ +- • N _ �, "NEW BARK 3 13�" - -z O - � Q I � � � � I i Y . - - Q � p /�1 ,� pp � � _ � WOOD HEf1D �SIDE TRIM � � �� - - i�i - t0 _ - _ - i � i i r VJ � � � - ` N � N N - - � - � I .::::::.:::::::::::.. :>::::;::;::< ::::;<>:::::<::: ::><.::> :::;>;:.::. , � .:.>:.::>::::: f:::::;;:>;:: ... ... o - - 51LL @ WINDOW C i ,:.. i � � - - � � � - � I I N - - C - i � - _ _ - M GO OR PR� � MB RT _ _ L TT LA E O O ❑ � � I � 1 _ - - - � _ � _ � u1 - _ - O - - - � - U K 3 13'I" - � - � "NEW BAR r � � H � � � U � - _ , . _ - (�� _ � I ;..:.;.<;.`.'�3 I \ I L � I I / I — ';::::'.>:>.':,::>:: ,>:::1:€:::'s'::':::€::: >�' € € i ;<;.. � � � T O GONGRE C� GARAGE � � �J � � T O GONGRETE @ G?�RAGE N TE � - - - - - - r � - � _ z � � Q� � ;;;:..:>,:;: ; : <°_:.:>::>_:>>_ ;:::>: : ,. � ::: ;;,:::;::: ;:.; <::<;;.::>:'::>::::::>::>:::<:>::>::;::;::::: ;-. ..:.<>:::::>.;::::..:<>:,.. <:<:::::: >;. _. , „ :::................�.:;:..::....... ... ...::: � "" ;" ` _ >:::>:::<:<::::::»:: ;.<:::_::>::::::>:::>:::::>::::>::::>::::>::::>::::>::::::::>.,::::::::::: ::,:>: EL 8406 O _.._. .. :<;.. ...:.:::.;>_>;!>.<.><:::s::::: .::<:>::::;::;::::>::::: � � � � - ; .;..:>:;. - = 8406'-O" � . . � = 1 = i � - I � � � � � - HORIZONTAL WOOD 51DING - - � i I - � - 0 - 0. � _ _ >::�:::::::>>::::>::::>::>:.>::>:::'::»::; - O � .::.::.::.:::. >:::: ;:::;':<> _::>::>z::..;: ::;: <::<:::::> ;;;::;::> � o � � Q •N O - , GOLOR PR,4TT 8 LAM6ERT _ - � , 3;;:;:;.<:>:::::>:::€€::::>:::::>:: <;::: _::€>:::::>:><:>::::€::::::>:: -� - 0 _ �. _ I I I - � � ' ,... � :::.:,:>.::>::>::,:>:.<.: � � 1 ,:::::>::::::>::i:::.i:�?:'::z':'r' ''' "I — 3 — I I I I m � i „r.�;::»::: ;; <::;�::<::�:::::::>: - � � m N — - - Q � � - � ��M�PLE'S BARK 3 131�� m 4 � _ .� U =:x::.>::>::>;�::> ::::�::><:::::>::�:::: � _ N - _ I z � � � I — �:::::::»:::>:.4 �:::.:::>::::>::::>:�: � � _ � 0 - - � ;.:::.::.:;<;;::;.:.<;<;::;::::::>::;::>::>::::;::»:.:>::.;-:::. � . �- - _ U �O — - -- - � - - - - - i � I _ - T O P YWOO @ ENTRY - I L D T O P YWOOD @ NTRY - L E I I � � - - - - - - - - - - � - - - - - - - - - - - - - - � . � EL 8402'-8" O '� � ( I 8402'-8" �D � � � � � � � T O PLYWOOD @ M?�IN LEVEL �_ � - '- _ _ _ _ _ _ ' _ _ _ _ _ _ I_ _ _ Q _ _ _ _ _ _ � _ _ _ � _ _ �_ _ _ _� _ _ _ _ _ _ _ T O PLYWOOD @ MAIN LEVEL � I.L H � � � � EL 8401'-6" I � � 1 I � � � � I I � � I I ' 8401'-6" O TO PLYWOOD @ LIVING ROOM � I I � � � - I _ I � O PLYI^IOOD @ LIVING ROOM �- - - - �- - - - - —�- - - -� - - - !' - - - - - - ! - ' - - - �- - -i - - EL 8399'-8" n n � �- - � -c0 � _-- -- � I _ - I _ 8399'-8�� � � - � � �� - - - - - - - - - - - - I I I I / I � �- I � �� - - I - - - -- - -- - - -- - _ __ _ I_ _, ._- - - --- -I I - - - - - - - -- � /- 2" STONE Gf1P @ STONE VENEER I � I I I I I � I L I � I I I � - - - �- - -- I I � I �_ I � STONE VENEER - "WYOMING M055 � � r - T - - - - - - - - T 1 FINISHED GRADE � ROGK" � I I I I I _ - _ _ _ __- � I I � � L - J � LI_ J � i � I I � _-- I L-i- - ---} _ - - � � � � � ( � � � � � I � EXISTING GRftDE � � � I I _ _ - - - -- I I � I I I I ' � � ' � ° �-r' -f T I I I I � � I I I ° � I I � __ _ _ _ -- -�- - - -- � - - I I I � I I � � I � � � � I � � � � � � � � � _ --- --- , � I I I I � I I I I � I - - � i i i i � � � � � I I I � ,- - -,- - - - - - - - - - - -r — � � � � � � � � I � � � � � � � � ; I '— — J L — J I I � � I I I , ISSUe Date T O GONGRETE c� L L BEDROOMS - - -� - - T CANGRETE C L L BEDROOMS _ �L 8389'-4" - - - - - - - - - - - - - - - - �- I- -�--� - � - � - - - - - - - --�- - - - - - -� - - --�- - - --�-- - - O I � I I I I I I I t I I I I I I i I L -I J 8389'-4" O DRB 5ubmi55ion 01/04/06 '�' T O GONGRETE @ LOWER LEVEL � � I I � � I I II- -II— _ _ —I I- _ �T O GONGRE'fE C LOWER LEVEL � � Site Flan Rev iew EL838'7'-6" - - -� - - - - - � - - - - - - - - - - - - - - �- - - � - - - �- - - - -� - - - - - - - - - - - � - - - I - - - - - I - - - I 838'1'-6" DRBReview 02/01/O6 I I L — J - - I L -1J -- I �—I— � I I L —I� - - L —I� I I I I I I I DRB Submission 03/13/06 I I I � DRB 5ubmi55ion 03/29/06 I I I I I I I I I I I I I I I I I I Permit Set 05/16/O6 I � Bath Revisions 10/10/O6 � � Gonstruction 10/24/06 I I I I I I I I I I I I I I I i I I � As-Built ReviSions 05/24/O'I I I I I I I I I I I I I I I I I I I I I Job number oso6 Drawn by• mpp Ghecked by Drawing Title WeSt Elevation , �--�---. ,—_ , _, __ 5heet Number � � ,�� t , �, � ' � � � ��� :�_ .�" ���,�� ' � � � .'` _ ,"� ���r�,-�� � _---� ?�_� . � �__--__ ��� � � �-��� �� . 1 �-��.��`._��y�._._..�- � � Y�I�ST �L�Y�T101� � .' � SGALE %4" = 1'-O" — / �_ — _ _ — — — — — _ i � _ r � i � u� • � � / / / � / / / / � � � _ ' I� f� N � N � U ocvc� � oo /� NN �O �` �O m � r � O � � � � X � O �O � / � m � M � � � U � � o � � / � � � � � � � O � � � S G D � � G H I J K L M �l ' � � � � � � � .� 3 � � � � � � � (,/) p � U w' � � J i i , i i i i i i i i i i i i � � � � � � _ � � � i � 33" HEIGHT LIMIT ABOVE FXISTING GR,4DE � � ' � C� � ' / / � � ' i I I I I I I I I I _ I I I I / i � / I / / � / I �'^ � I _ � � � � � -�- ' � � /�� O � � i I � � VJ PDG� OF BUILDING ENYELOPE I i i i i i i i i i � 6 i _ _ _ _ �6 i / �i I/ � EDGE OF BUILDING ENVELOPE � 12 � - � � � � � EDGE OF�tSPHALT A5PH�4LT SHINGLES � � - � � � � I GERTAINTEED PRESIDENTIAL SHAKE TL ULTIMATE � � � � � GOLOR - "�4GED B�RK" I i i i i i i i 3i i i i � �I 12 � � � 12 � � �T O PLYWOOD @ RIDGE _ _ _ _�_ _ _ _ � � � � I � EL 8424'-10 1/2" i i i i � i i �i � I ( / � � I � � ;; STUGGO SIDING � � � � � � � f � I � � > :i:i:' .:>!>% � GOLOR - STO "OATMEIkL 20905" �T O PLYWOOD @ EAVE - - - - - � � � � ' ' � � ` � EL 8421'-4" � � � I � � I I I� ' I I � � � I - - ! � ��\ / � / , _ � � , T O PLYWOOD @ �V� � �T O PLYWOOD @ RIDGE � / � - � �1 � � � 8419'-8 1/2" � - EL 8418'-6 1/2" \ - _ Z - W - - � �� - - - - - �_ �- \ _ \�r_ 'I � , Q. � w I� / I - � /I _ _ - /I \ � \' � �� I � m � �T O �'LYWOOD � UPPER LEVEL 0. � �\ - _ _ _ � � T O t'LYWOOD @ UPPER LEVEL EL 8416'-6" � , � - � _ 8416'-6" i � � � — I I I I I I I — — I I I I �i �0 / � � — — — — 1_ i i � � cY1 � � � i � nl T O PLYWO�D @ BEDROOM #1 _ I i F i - T O PLYWOO @ B R OM # W E�8413'-O�, I - - - - - - _ �- _ - = i D �D 8413'-O" � 2x WOOD R?�KE $ CARN�R BOARD `} - - 8 � U / TRIM (TYP� 12 I = ~ _ _ 12'-O" � � � / GOLOR - PR,�TT ff LAMBERT - � I 12 DRIVEWAY ,� � � i 1 � . . 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H � � � EL 8403'-O" - - - �- � I T O PLYWOOD � MAIN l..EVEL _ _ _ �_ I I I I i I I I I I _ I I I_ � _ ��� T O PLYWOOD � MAIN LEYEL EL 8401'-6" ( � r � ( ��f 8401'-6" i� T O PLYWOOD � LNING RO�lrf 1 ; I ,X� T O PLYWOOD � LIYING ROOI�I EL 83�iq'-8" - - �- - G-- - - � - -�—- �- - —� - � - �- � - - - �—- � - - - � � -�•—r - - 83Q�1'-8�� ( I I I I I I I ( I �,,�--r � FINISHED GRADE � � i i i i i i i i i i � i i i � i , I I I ( I ( I I I I /����� I I I I I EXISTING GRADE � I I i I I I I I ���� I I 1 I � I I I I I I ( I ( ��'/ I I I I I I � i i i i i i i �' i i L�U DRY i i i � i � ��� R M � I IF�M LYRO M ,,� -� I i I � I I I I I I ' I �� 1 I I ' I ' ' I I I I 155U2 Date 1 � I 01/04/06 1 � /� I � DRB SubmiSSion T O GONGRETE � L L BEDROOMS _ � _ � I _�!� _ � _ � _ � _ � � _ _ _ �_ � _ _ _ � L �_ _ _ T O GONGRETE C� L L BED 300M5� � EL 8389'-4" � � T I � I I I 1 I 1 I I I I I I I � Site Plan Review O2o1/o6 T O GONGRETE � LOWER LEVEL _ �_ _ _ _ _ _ � _ _ T O GONGRETE � LOWER LEYEL DRB Review o3/13/06 EL 838'1'-6" �� � 838'1'-6° DRB Submission I I I I I I I I I I I I I I I DRB Submi55ion 03/29/06 ( I I I I I I I I I I I I I I ' I Permit Set 05/16/06 II I I I I I I I I I I I I I I I I � ( I I I I I I I I I I I I I � I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I ( I I I i I .1ob number oso6 i i i i i i i i i i i i i i i i Drawn by. mPp I I I I I I I I I I I I I I I I Ghecked by. Drawing Title. Building 5ection , - , �- - - - - - - - , _ ' Sheet Number: .. . ; D� 0�.0lr , . � � � _ - _ -- - ---- - �� .� - � SUILDI�IG 5�GT101�1 SGALE y4" = 1'-O" \ �� , , �✓ J ' • I� ►� N '— N ' Uo � � � � NN �O � �O m � � � O � �— X � O �O � � mOM � voo Q � � � � � � � � � � � � � V'� O � U �+- � � L 33" HEIGHT LIMIT ABO�/E EXISTING GRADE � � � M �— � EDGE OF BUILDING ENYELAPE I I I I I ^` O I I I ( ' I � W I I I 1 I I � I 1 I � ( I I � I EDGE OF ASPHALT I � I � � � I EDGE OF BUILDING ENYELOPE � Q � I I I � I I � ( i I I I I I 1 I I I 1 I I i � � � I I I � � I I I � I : � I I I � I I _ ( I � .. I I I I 1 I I � � I 1 I I I I I I I ( I � � � � � � T O PLYWOOD c� UPPER LEVEL _ �_ _ _ _ _ _ � _ � _ _ _ _ _ _ _ _ _ _ �_ _ I_ _ _ T O PLYYVODD c� UPPER LEVEL � ^` EL 8416'-6" r 8416'-6" W � � � � � � U I I I 4-`�' I I I � � T O PLYWOOD � BEDROOM #1 I I I I ( T O PLYWOOD � BEDR0.'�h�f �1 n, U � EL 8413'-O" - - —1— - - - - - - - - - - - - - - - - - - i - - 8413'-0" W � r— • I I 12-0" � � � � . - I I I I DRI�lF�^!AY •— � � � I � 1 � � •CN � J ' I Q AREA GOUNTED A5 GRFA 1 I ^1 � m i � �� VJ � -� N � . i z I i � � � � � I I � N � � I W � t/� � v o Cj � > T O GONGRETE� GARAGE � � � T O GONGRETE� GARAGE � � � � N � � • EL 8406'-O" - - - ' - - - - - - - - - - - - - - - - ' - - 8406'-0" /� +� � � � � 00 � � ° L11/ING ROOM � i� Q 'N � `� O . i `° i ' i � � � � mU T O PLYWOOD � ENTRY I I T O PLYWOOD � ENTRY � � s' U � .—_ EL 8403'-O" - - - —H - - - - - - - � - - - - - - - - - - - i - - - 8��,�,, � O � � � � � � � T O PLYYVOOD c� MAIN LEYEL � T O PLYWOOD '�IAIN LEVEL � ~ � � EL 8401'-6" - - - � - - - - - - - - - - - - - - - - - - - - - �i 8401'-6" 1 � �� T O PLYWOOD C� LIYING ROOM 1 1 �f'O PLYWOOD � LNING ROONI EL 83qq'-8" - - � - - - - - - - - r �i'� 8399'-8" I �i� FINISHED GRADE I I / I � �1� � I / I �i� I I EXI5TING GRADE i� � I � I � I I ��//// I I i I I i� � I I ��� I , I GUESS�M�STER I I � �� SUITE ( � � �� � 155Ue Date T O GONGRETE c� L L BEDRODMS � i�/ ( T O GONGRETE C� L L BEDRUDMS � 01/04/06 EL 8389'-4" - - � - - - - - - - �� - - - - - - - - - - � - - 8389'-4" DRB Submission I �� I Site Plan Review T O GONGRETE � LOWER LEYEL � _� � T O GONGRETE � LOWER LEV� EL 838'1'-6" - - � - - - - �i�- - - - � - - 838"1'-6" 0201/06 ��'� i � DRB SUbtfll5510n I / I 03/13/06 ( ��� I ( ' I DRB SubmiSSion 03/24/06 I I I I � Permit Set OS/16/06 � I I � I I I I I I I I I I I I I � � � � Job number. oso6 II I I Drawn by: mPp Ghecked by. Dra�.uing Title Building Section Sheet Number ' �-- � l � b�.�S. oT _ . � �'c� . � S U I LI711�1 G S�GT I Ol�l �L _� � _��.�_ __ -_=---__� . � SGALE Ya�� ° ��-0" � \ DESIGN CRITERIA• BUFFEHR CREEK RESIDENCE #0603-09 o Framing Notes � Exterior wa��s 2003 IBC FASTENING SCHEDULE (TABLE 2304.9.1 � ` Roof Live Load (Snow) ------------------------------- 80/100 psf A All exterior wall� are 2x6 studs � 16" o c to a maximum height of 12'-6", 2x6 studs � , '�`-�� � Roof Dead Load ----------------------------------- 15 psf 12" o c. to a rnaximum height of 14'-6", and (2)-2x6 studs � 16" to a maximum CONNECTION FASTENING°� "' LOCATION _-°e��l�� �+�+�,�,� �t � �� ,> - 4�. ��sa : � Floor Live Load ------------------------------------ 40 psf height of 17 -4 unless otherwise noted Walls taller than 17'-4 shall be framed with �=��,����„ �4�$�''�# Floor Dead Load ------------------------------------ 30 psf manufactured parallam studs, contact engineer for spacmg requirements, if not indicated � �o�st to s�u or girder 3 — 8d common toenad ��'�;t„�` '� � Deck Live Load ------------------------------------ 100 psf on plan Cap with a double top plate installed to provide overlapping at corners and at 3 - 3" x o�3�" na�i ,� ��' ' Deck Dead Load ----------------------------------- 15 psf intersections wi�h other partitions If overlap is not possible, strap top plates with metal 3 - 3" �4 gage stap�e A B B R E VI A TI 0 N L I S T � � � � � W�nd (3 Second Gust) -------------------------------- 90 mph (Exp B) strap ties (Simpson ST292 or equ�valent) 2 Bndgmg to �oist 2 - Sd common toenail each end ��'� ��� Seismic Design Category ------------------------------- EXEMPT B Gable-end walls shall be balloon-framed to the bottom of rafters or end-wall trusses 2 - 3" x o 13�" na�� ��!}+� s�"°�'��'�, IBC/IRC Edition ------------------------------------ 2003 unless approved by engineer 2 - 3" 14 gage staple A B. ANCHOR BOLT ���"��'/ '} '��'� C Floor or roof framing members must be aligned to bear within 5 inches of the studs 3 �" x 6" subfloor or �ess to each �o�st 2 - 8d common face na�l A F F ABOVE FINISHED FLOOR ������ FOUNDATION DESIGN beneath. a. Design of individual and continuous footings is based on a maximum allowable bearing pressure of D Provide 7/16" thick APA rated sheathing (plywood or OSB) rated 24/16, exposure 1, ot 4 Wider than i" X 6" subfloor to each �oist 3 — 8d common face na�l A F G ABOVE FINISHED GRADE 3000 psf (dead load plus full live load) exterior face of exterior walls Block all horizontal �oints and nail panels with 8d nails 5 2" subfloor to �o�st or girder 2 - �sd common bl�nd and face na�l ADJ ADJUSTABLE 05/03/07 6 5ole late to oist or blockin 16d at 16" o c typical face nail ANCH ANCHOR b Foundation and retaining walls have been designed using a lateral pressure of 60 pcf spaced at 6" aong panel edges and at 12" along intermediate supports P � g APPROX APPROXIMATELY c Footings shall be placed on the natural undisturbed soil, or compacted structural fill per the E Provide (3)-2x1D headers over all door and wmdow openmgs, with one 2x6 tnmmer and 3" x 0131" na�l at 8" oc. recommendations of the geotechnical engineer, below frost depth one 2x6 king s�ud each end, unless otherwise indicated 3" 14 gage stap�e at 12" o c ARCH ARCHITECT d This foundation has been designed according to the design recommendations set forth in F At beam bearinq locations in stud walls, provide multiple-stud posts equal to width of so�e �ate to o�st or blockin at braced BD BOARD � � N eotechnical re ort 06014 b LKP En ineerin The contractor shall follow the construction P � 9 3 - 16d per 16" braced wall panels BLDG. BUILDING N Q 9 P # Y 9 9 bearing member unless noted otherwise. woll panel requirements from this same report 2. Interior Load Beanng Walls (4)-3" x o 131" na�l per 16" BLKG. BLOCKING (4)-3° 14 gage staple per 16" BM BEAM U � Q O � � e Provide continuous foundation drains around the perimeter of all basement walls and at the base A Interior load bearing walls are 2x4 or 2x6 studs (as indicated on plan) � 16" o c with of retaining walls Contact geotechnical engineer for details » 7 Top plate to stud 2 - 16d common end na�l BOT BOTTOM z F- c� c� � � 1/2 gypsum w�llboard both sides unless noted otherwise Cap with a double top plate - � � I I 3 - 3" x0131" nail I f Provide crawl space ventilation per IBC/IRC requirements installed to ro✓ide overla in at corners and at intersections with other artitions If B O.W BOTTOM OF WALL � p o ,.,� � P PP 9 P 3 - 3" 14 gage staple Z � � g A representative of the geotechnicai engineer shall verify soils conditions and types during overlap is not possible, strap top plates with metal strap ties (Simpson ST292 or BRG BEARING � � � p � � excavation Construction of the foundation may not proceed without verifying these values 8 Stud to sole plate 4 - 8d common toena�l CANT CANTILEVER �- � � w^� Report ❑ny discrepancies from original findings to structural engineer for re-evaluation of equivalent) 4 - 3" x 0131" nail � oo w � r� x g g 3 - 3" 14 ga ge sta ple C J. CONTROL JOINT Z F- � foun da tion design B Floor or roof framin members must be ali ned to bear within 5 inches of the studs � � - o Q h Backfill around and above structural buttresses and retaining walls shall be compaction-tested per beneath CMU C O N C R E T E M A S O N R Y U N I T � L � � - � �- � cD tn J`.�. t h e r e c o m m e n d a t i o n s o f t h e g e o t e c h n i c a l e n g i n e e r C Provide (2)-2x1� headers over all openings in wall, with one 2x4 or 2x6 trimmer and one 2 - �sd common end nail CEM CEMENT J � 2x4 or 2x6 king stud each end, unless noted otherwise 3 - 3" X 0�3�° na�� C L G C E I L I N G � � REINFORCED CONCRETE D At beam beanng locations in stud walls, provide multiple-stud posts equal to width of 3 - 3" 14 gage staple � CENTERLINE p� bearing member unless noted otherwise s Doub�e Studs �sd at 24" o c tace na�l CLR. CLEARANCE z � , �� 3. Floor Construction 3" x 0�31" na�� at 8" o c_ COL COLUMN � � N � � r a Concrete design is based on the 'Building Code Requirements for Reinforced Concrete (ACI 318) „ „ U _ �n r� ,.c� a s a d o p t e d b y C h a p t e r 1 9 o f t h e 2 0 0 3 I B C. A Provide 3/4 thick APA rated Sturdifloor rated at 24 o.c , tongue and groove, exposure 1 3" 14 gage staple at 8" o c CONC. CONCRETE � co rn � b Structural concrete shall have a minimum 28-d�y compressive strength of 3000 psi Glue and nail pa�els to all supports with 8d nails spaced at 6" along panel edges and at 10 Double top plates �sd at ts" o c typ�cal face na�l CONN CONNECTION � � o�o � � c. Concrete shall be proportioned using Type I-II sulfate-resistant cement Admixtures containing 12" along intermediate supports Install sheathing with long dimension perpendicular to 3" x 0131" na�l at 12" o c CONT CONTINUOUS � � x� O � � chloride salts shall not be used �oists and end �oints staggered 3" 14 goge stap�e at 12" o c m c.� d Cold weather concreting procedures shail be prov�ded as recommended in the ACI Manual of B Provide solid blockin between floor oists at all bearin locations Blockin matenal shall CONST CONSTRUCTION � U g 1 9 9 C P CRIPPLE POST � J o x Concrete Practice match the floor �oist matenal Double top plates 8 - 16d common lap spl�ce � O - � Q e. Anc hor bo l ts for beam an d co lumn bearing p la tes s ha l l be p lac e d wi t h s e t ti n g t e m p l a t e s 4 R o o f C o n s t r u c t i o n �2 - 3" x 0�31" na�l C W CRIPPLE WALL � � � � rn� 12 - 3" 14 gage staple typical face nad D B L D O U B L E f Expansion bolts shall be located at a minimum of 6 bolt diameters from concrete edge and A Provide 5/8" thick APA plywood sheathing rated 40/20, exposure 1 Install sheathing DET. DETAIL spaced at 10 bolt diameters unless noted otherwise with long dimension perpendicular to rafters or trusses and end joints staggered. Nail t� Blockmg between �o�st or rafters 3 - Sd common toenad DIAG. DIAGONAL g Anchor bolts for wood sill plates shall be placed at 4'-0" maximum spacing with one anchor bolt with 8d nails spaced at 6" along panel edges and at 12" along intermediate supports to top plate 3 - 3" x 0�3�" na�� at 12" from each end or corner and a minimum of two anchor bolts per piece B Plywood sheathing shall be applied continuously over the primary roof inembers (rafters or 3 - 3" 14 gage staple DWG DRAWING h Concrete fioor slabs on rade and on metal deckin or I wood su orted b framin shall have 12 R�m �o�st to top plate 8d at 6" (152mm) o c toena�l DWL. DOWEL g g p y pp y 9 trusses) below overframed areas to provide adequate lateral stability EA EACH sawn or tooled control �oints at a maximum spacing of 15'-0" in each direction Locate control C Provide wind/sesmic anchors at supports for all roof �oists and trussed rafters See 3" x o i3i" na�i at 6" o c 3" 14 gage staple at 6" o c E J EXPANSION JOINT �oints along column grid lines where possible and provide slab isolation �oints around columns nailing schedule 13 Top plates, laps and �ntersect�ons 2 - 16d common face na�l ELEV ELEVATION i Concrete coverage for reinforcing steel D Provide solid blocking between roof rafters, trusses and lookouts at all bearing locations 3 - 3° x 0131" na�� ENG ENGINEER 1 Concrete cast against and permanently exposed to earth 3" Blocking materi�l shall match rafter, truss chord, or lookout material 3 - 3" 14 a e sta le � 2 Concrete exposed to earth or weather 5 Wind Bracing g g P EQUIP EQUIPMENT ' A #5 bar and smaller 1 1/2" A Walls over 4 feet long which are sheathed with gypsum wallboard on both faces and are �4 Continuous header, two p�eces 16d common �6" oc a�ong edge EQUIV. EQUIVALENT , B #6 through #18 bar 2" indicated as shear walls on plan have been designed to resist wind forces in accordance 15 Ceiling �oists to plate 3 - 8d common toena�l EXSTG EXISTING � 3 Concrete not exposed to weather or in contact with ground with Table 2306 4 5 of the 2003 IBC 5 - 3" x 0131" na�l (E) EXISTING � A Slabs, walls, �oists (#11 bar and smaller) 3/4" B At shear walls, screw 1/2" gypsum wallboard to all studs and to top and bottom plates 5 - 3" i4 gage stapie EXP EXPANSION � � B Beams, columns 1 1/2' with #8 x 1 1/3' drywall screws at 7" maximum spacing �s Continuous header to Stud � - 8d common toenail EXT EXTERIOR — C Exterior plywood or OSS wall sheathing is required unless specifically deleted by engineer 3 — 16d common minimum, Table 23081041 face na�� F D. FLOOR DRAIN � 17 Ceding �oists, laps over partions 4 - 3" x 0131° nail FDTN FOUNDATION REINFORCING STEEL (See Section 230810 41, Table 2308 10 41) 4 - 3" 14 gage staple FLR FLOOR � a Detailmg, fabrication and placement of reinforcing steel shall be in accordance with the ACI STRUCTURAL GLUED LAMINATED TIMBER 18 Ceiling �oists to parallel rafters 3 — 16d common minimum, Table 230810 41 face na�l FRMG FRAMING � � Manual of Concrete Practice (See Section 230810 4 1, Table 2308 10 41) 4 — 3" x 0 131" nail FTG FOOTING b Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM a Materials, manufacturer and quality control shall be in conformance with AITC Product Standard 4 - 3" 14 gage staple GA GAUGE • F� 0 Specification A615 and shall be grade 60 except ties, field bent bars where permitted by note on PS 66-82, "Structural Glued Laminated Timber". 19 Rafter to plate 3 - 8d common toena�l GALV GALVANIZED (Y lan, or bars to be welded, which shall be rade 40 b Laminated members shall be fabricated usm Dou las Fir with the followin combination s bols 3 - 3" x o 131" na�l P••�-� p g 9 9 9 Ym (see Section 2308101, Table 2308101) GEN GENERAL c At splices, lap bars 44 diameters Do not weld or use mechanical splicing devices unless 24F-V4 Sir-�ple-span beams 3 - 3" �4 gage staple specifically approved by engineer 24F-V8 Continuous or cantilever beams 2 - Sd common face na�l G L GLUE-LAM � 1 � � d At corners, make horizontal bars continuous or rovide corner bars Around o enin s and ste s 3 Columns 20 �" diagonal brace to each stud and plate ALL LUMBER CONNECTORS IN DIRECT GYP. GYPSUM�GYPCRETE � P P g p 2 - 3" x o 131" nail CONTACT WITH PRESSURE-TREATED in concrete, rovide 2 - 5 bars extendin 2'-6" be ond ed e of o enin or ste c All members shall be Architectural Appearance Grade, unless indicated otherwise by the architect 2 - 3" 14 gage stapie HDR HEADER � � p ( ) # g y g p g p LUMBER SHALL HAVE A SIMPSON ZMAX HORIZ HORIZONTAL Q� e Extend reinforcin steel a minimum of 2'-6" throu h cold oints Unless s ecificall located on d Protect members from damage or exposure to moisture prior to and during construction 21 1" X 8" sheathing to each beanng wall 2 - sd common face na�� FINISH OR EQUIVALENT g g � P y e Adhesive shall meet the requirements for wet conditions of service HSS HOLLOW STEEL SECTION � , plan or details, coordinate cold �oint locations with engineer f. Do not camber laminated members unless indicated on the drawin s 22 Wider than �" x 8" sheathing to 3 - Sd common face na�l � f Welded wire fabric shall conform to ASTM Specification A-185 Lap welded wire fabric a minimum 9 each beanng wall CONNECTION SCHEDULE HT. HEIGHT � � of one full mesh plus two inches Laps shall be wired together 23 Bu��t-up corner studs 16d common 24" o c INT INTERIOR � l � g Epoxy adhesive for reinforcing dowels shall be "Hiiti" or "Simpson" or approved equivalent adhesive STRUCTURAL STEEL. QA SIMPSON H5 INV. INVERTED 3" x 0 131" nad 16° o c \./ � systems Minimum embedments, if not specifically indicated on the drawings, shall be 3" 14 gage stap�e �6" o c K KING STUD a Structural steel shall be detailed, fabricated and erected in accordance with the most current QB NOT USED �. - aCC��.�.�ric� i� t}�e manufaCturer's specifications 24 Built—up girder and beams 20d common at 32" oc face nai at top and .1ST �OIST editions of AISC Specifications and Code of Standard Practice 3" x 0131" na�l at 24" o c bottom staggered on LAM LAMINATED � � � . h Metric bar size CG!'✓ersion table b Structural steel W shapes shall be ASTM A992 Other rolled shapes, includiny plates and angles 3" 14 a e sta �e at 24" oc oppos�te s�des , METRIC INCH-POUND shall be ASTM A36 H�S shapes shall be ASTM A500 grade B Pipes shall be ASTM A53 grade B 9 9 P �C SIMPSON ITT3511 88 LLV LONG LEG VERTICAL �, \ rl � �^� 10 # LONGIT LONGITUDINAL � �-'� � # 3 or ASTM A501 2 — 20d common face nail at ends and at � 13 4 DQ SIMPSON LUS210 LTWT LIGHTWEIGHT !° # # c All bolts used in steel framing shall conform to ASTM Specification A325 Anchor bolts and bolts 3 - 3" x 0131" na�� each s I�ce #16 #5 P LVL LAMINATED VENEER LUMBER � C� � � -° #19 #6 used m timber connections may be ASTM A307 Bolt sizes shall be 3/4" diameter unless noted 3 - 3" 14 gage staple ED SIMPSON ITT11 88 (INVERTED) � � otherwise LSL LAMINATED STRAND RIM MATERIAL #22 #7 25 2" planks 16d common at each bearing � .� d Typical framed beam connections shall consist of pairs of 1/4" angles using the maximum FQ SIMPSON HGUS5 50/10 MAX MAXIMUM � #25 #8 26 Collar tie to rafter 3 — 10d common fa�e nad number of bolts called for m Table II-A of the AISC Manual ASD Ninth Edition MECH MECHANICAL #29 ,#g „ „ � „ � 4 - 3" x o 131" nail QG SIMPSON ITT3511 88 (INVERTED� MAT'L MATERIAL � � #32 #�p e Expansion bolts shall be wedge type "Hilti" or Rawl" or Simpson , or approved equivalent with 4 - 3° 14 gage staple face na�l MANUF MANUFACTURER #36 #11 the following minimum embedments. 27 Jack rafter to hip 3 — 10d common toenail Q SIMPSON IUT3512 � 1/2" diameter ---- 2 1/2" 4 - 3" x o�3�" na�� MIN MINIMUM STRUCTURAL WOOD FRAMING 5/8'� diameter ---- 3" IQ NOT USED 3/4" diameter ---- 4" 4- - 3" 14 gage staP�e O J L 4x4x1/4 W/ (2)-3/4"� �N) NEW � NOM NOMINAL � � a Except where noted otherwise, ell 2" nominai lumber, except studs, shall be Douglas Fir-Larch f Epoxy anchors called fo' on the drawings shall be "Epcon" or "Rawl" or "Simpson" or approved 2 - 16d common face na�l THRU-BOLTS EA LEG 0 C ON CENTER #2 and better, and all solid timber beams and posts 3" nominal and wider shall be Douglas equivalent anchor systems Minimum embedments, if not specifically indicated on the drawings, 3 - 3" x o 131" na�l OPNG OPENING � � Fir-Larch #2 shall be accordin to the manufacturer's s ecifications. 3 — 3" 14 gage stap�e OSB ORIENTED STRAND BOARD g p KQ SIMPSON LSSU210 ,�.� b Studs shall be Stud grade and better pouglas Fir-Larch or Hem Fir g All welding shall be don� by an AWS qualified welder 28 Roof rafter to 2—by ridge beam 2 — 16d common toena�l F'� PLATE � � , c Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or better 2x4 or 2x6 studs per h Delay painting within 3" of field welds until welds are completed 3 - 3" x o 131" na�� Q SIMPSON HU412 PLYWD PLYWOOD �.,'�i plan and shall be nailed together with 2 rows of 16d nails � 6" on center along each stud i. Where corrosive sod conditions exist, steel angles that are used to support extenor stone veneer 3 - 3" 14 gage staple PKT POCKET c'� (FILL ALL NAIL HOLES) � � _ d Built-up beams consisting of multiple 2x members shall be nailed together with two rows of 16d shall be galvanized and shall be attached to the foundation with galvanized or stainless steel R.0 ROUGH OPENING r,��° -� nails spaced at 12 on center, or with two rows of 1/2' diameter thru-bolts spaced at 24 on expansion anchors 2 - 16d common face nail Q SIMPSON HUS1 81/10 RAD RADIUS •� t;"�� center 3 - 3" x o�3�" na�� REF REFERENCE ��� 'v p p 9 # P BACKFILLING 3 - 3" 14 a e sta le �-. f� ' e. To and bottom lates shall be Dou las Fir-Larch or Hem Fir 2 and better Plates laced 9 9 P QN SIMPSON HUCQ410-SDS REINF REINFORCE/REINFORCEMENT e�' �; = directly on concrete walls or slabs shali be pressure-treated Hem Fir #2 29 ,lo�st to band �oist 3 - 16d common face na�l ��. f Wood beams bearing in beam pockets in concrete or masonry walis shall bear on a treated 2x6 a Do not backfill against �etaining walls until supporting elements are in place and securely 5 - 3" x 0�3�" na�� QO SIMPSON ITT11.88 REQ'D REQUIRED �� Fa '�� _ - beanng block Provide '�Z" clearance around end of wood beam Block a ainst sides of beom onchored, or ade uate shorin is installed Concurrent backfillin of each side of a retainin wall 5 - 3" 14 goge staple RET RETAINING �a t{ ��_ g q g 9 9 P SIMPSON U610 �j `- -J pocket with treated 2x blocking to provide lateral support for beam to final grades as mdicated on plan or section is required unless temporary shormg is installed 3o Ledger str�p 3 - 16d common face na�l REV REVISION �; f_' 4 - 3" x o131" nail �� R S ROUGH SAWN ,•`'`'.� �_�.�� g Within floor �oist spaces beneath solid or built-up columns noted on plans, blocking of area b Verify type of fill with soils engineer and structural engineer prior to backfilling QQ (2)-3/4 � THRU-BOLTS �.,,� f �� F' equivalent to column above shall be provided Door or wmdow tnmmers consistmg of a single 4 - 3" 14 gage staple SCHED SCHEDULE �_-�}-- RQ SIMPSON CJT6 SECT. SECTION ,�__�._ stud do not require special blocking m the �oist space GROUT 31 Wood structural panels and particleboard b 1/2" and less 8d°�� (per KRM)Q SHT SHEET ����- ' h Except as noted otherwise, minimum nailing shall be provided as specified in the "Nailing Subfloor, roof and wall sheath�ng 2 3/8" x 0131" nail" Q (3�-1�2"� LAGS (6" MIN. PEN.� F�"�� a All rout beneath colurrn base lates and steel beams at be�rin shall be non-shnnk, (to fram�ng) 1 3 4' x 16 gage° SIM SIMILAR L'�,�:�,;,� Schedule" on the drawings (2003 IBC Table 2304 9 1) 9 P 9 ! 19/32" to 3/4" Sd (per KRM)q � i Bolts used for wood framing connections shall be installed with standard washers and nuts non-metallic type grout. Grout shall have a minimum compressive strength of 2500 psi P �T (4)-16d TOENAILS S I P STRUCTURAL INSULATED PANEL � � Unless noted otherwise, steel connectors such as those manufactured by the Simpson Company 2 3/8'9 90131" na�l SPEC SPECIFICATION MPS d' shall be used to �oin rafters, �oists or beams to other beams at flush-framed conditions Use GENERAL REQUIREMENTS 2 �6 ° eP QU SIMPSON HHUS48 SQ SQUARE designed by � �/s�� to �° 8d° FILL ALL NAIL HOLES drawn b MTN o all specified nails Connector conditions not otherwise noted shall utilize Type U or Type HU d e � � STD STANDARD y � hangers of a size specifically designed for the member supported, as shown in the a Structural erection and bracing. The structural drawings illustrate the completed structure with 1 �/s" to 1 1/4" 1od or 8d q STL STEEL checked b o manufacturer's ublished tables Contact structural en ineer for details as re uired all elements in their final positions, properly supported and braced The contractor, in the proper Single Floor (combmat�on subfloor- 3/4" and less 8d (per KRM) QV SIMPSON LSSU210-2 STRUCT STRUCTURAL y P g q se uence, shall rovide shorin and bracin as ma be re uired durin construction to achieve the u�derlayment to fram�ng) 7/8" to 1" 8de N k Wood nailer plates instailed on steel beams or concrete walis for top-flange hangers shall be a p g g y a g 1 1/8" to 1 1/4" 10d' or 8d° Q SIMPSON LSS125 T TRIMMER ISSUed �' ripped to match the width of the wall or beam flange Nader plates supporting top flange final completed structure Contact structural engineer for consultation (not in contract) as f T&B TOP & BOTTOM t,c) 32 Panel sidin to framin 1/2" or less 6d hangers from one side only shall be installed flush with the face of wall or beam flange at the required 9 � 9 5/8„ 8df XQ SIMPSON LSTA21 T&G TONGUE & GROOVE 3 hanger locations b Dimensions Check all dimensions against architectural drawings prior to construction Do not PERMIT 05/15 �6 �o scale drawin s e h Q (2) 3/4"� LAGS (6" MIN PEN.) T.0 C TOP OF CONCRETE I Manufactured �oists shall be from an approved manufacturer and shall be equivalent in load 9 33 Fiberboard sheathing 1/2" No 11 gage roofing na�l T 0 F TOP OF FOOTING a carrying capacity and deflection criteria to BCI 6000 series �oists in the depths and spacings c Construction practices General contractor is responsible for means, methods, techniques, sd common na�l FINAL 05/03/07 indicated on plan Provide blocking, bracing> web stiffeners and other accessories as required by sequences and procedures for construction of this pro�ect Notify structural engineer of omissions No 16 gage staple' QZ SIMPSON HU410-2 T 0 L TOP OF LEDGE � the manufacturer or conflicts between the working drawings and existing conditions Coordinate requirements for 25/32" No �� gage roofing nadh T O.M. TOP OF MASONRY � 8d common nail T 0 TOP OF � m Laminated veneer lumber (LVL) shall have the following minimum_properties mechanical/electrical/plambing penetrations through structural elements with structural engineer No �6 gage stap�e' 0 1. Flexural stress -- - 2600 si Jobsite safety is the scle responsibility of the contractor All methods used for construction shall T.0 W TOP OF WALL P 0 2 Modulus of elasticity --------------------------------- 1,900,000 psi be in accordance with �he latest editions of the IBC/IRC 34 Interior paneling 1/4" 4d� THRU THROUGH 0 3 Tension parallel to grain ------------------------------ 1850 psi d Details not specifically shown on the drawings shall be constructed in a manner similar to the 3/8� sdk TRANSV. TRANSVERSE ' 'v� 4 Compression parallel to grain --------------------------- 2310 psi details that are shown for like conditions These items shall be brought to the attention of the NOTES TO TABLE 230491 TS TUBE STEEL COLUMN ' Y 5. Com ression er endicular to rain arallel to lue line --------- 750 si structural engineer as soon as possible for approval. Approval shall be obtained prior to . TYP TYPICAL p p p g �p 9 � P For SI 1 inch = 25 4mm 2 3/8" x 0 113° nails and 3" x 0 131' nails are standard 8d and 10d Gun nads 0 6 Horizontal shear ----------------------------------- 285 psi mstallation U.N 0. UNLESS NOTED OTHERWISE � 7. Connection of multiple-member beams e It is the responsibility af the contractor to contact the structural engineer at the appropriate a Common or box na��s are perm�tted to be used except where otherw�se stated VERT VERTICAL � A. Top-loaded beams time to perform site observation visits Observation visits to the jobsite by the engineer are for b Nails spaced at 6 �nches on center at edges. 12 inches at intermediate supports except 6 inches at supports where � spans are 48 inches or more For nailmg of wood structural panel and particleboard diaphragms and shear walis, V I F VERIFY IN FIELD � i) For members 12" deep or less, nail each member to the next with 2 rows of 16d determination of general conformance with the construction documents and shall not be construed refer to Sect�on 2305 Na�ls for wa�l sheathing are perm�tted to be common, box or cas�ng W F WIDE FLANGE • nails at 12" o c as inspection. c Common or deformed shank � f Though every effort is made to provide a complete and clear set of construction documents, d Common W P WATERPROOF sheet �n ii For members reater than 12" dee nail each member to the next with 3 rows of W W F WELDED WIRE FABRIC � � g P° discrepancies or omissions may occur Release of these drawings anticipates cooperation and e Deformed shank � 16d nails at 12" o c f Corrosion-resistant siding or casing nail WD WOOD � � � � �}n � continued communicaticn between the contractor, architect and engineer to provide the best �c 1 g Fasteners spaced 3 inches on center at extenor edges and 6 inches on center at intermediate supports W� WITH D V � , B Side-loaded beams possible structure These drawings have been prepared for the use of a qualified contractor h Corrosion—resistant roofing nads with 7/16—inch diameter head and 1 1/2 inch length for 1/2—mch sheathmg and �' i For two or three member beams, nail each member to the next with 3 rows of 16d p q y p 1 3/4 �nch length for 25/32-�nch sheathing ) ex erienced in the construction techni ues and s stems de icted W 0 WITHOUT Vnails at 12" o C i Corrosion—resistant staples with nominal 7/16—mch crown and 1 1/8 inch length for 1/2—mch sheathing and 1 1/2 inch MAY 4 �� a�i J ii� For four member beams, bolt through with 2 rows of 1�2�� diameter bolts at 12�� o C length for 25/32—inch sheathmg Panel supports at 16 inches (20 mches if strength axis is the long direction of � the panel, unless otherwise marked) � � iii) For members consisting of more than four members, contact structural engineer pp � Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports � n All lumber Used if1 COnstruCtion ShC711 have C1 maxlmum mOisture COntent of 19� k Panel supports as 24 inches Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports TOWN OF VAIL 0 , I For roof sheathing applications, 8d nails are the minimum required for wood structural pane s �''� m Staples shall have a minimum crown width of 7/16 inch c°o n For roof sheathing applications, fasteners spaced at 4 inches on center at edges, 8 inches at mtermedi�te supports � o Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 �� � inches on center at edges, 6 mches at intermediate supports for roof sheathing � p Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports J 0 B #0 6 0 3-0 9 � G Items noted as "per KRM" have been changed from the IBC schedule to a more restnctive requirement .� ` `�, � �` j J�, � i . � . ' 4���,�(� ��`�`�',�'� 8 �- 10 9 8 7 6 5 4 3 2 1 ����������v,� ������� ���� _ �� � � � • E g s � � � s € �� I s � ; I I ���� y��� I I ° � i � i I € � �+�*��#»*�'�'��'� � E ; 84'-11 1/2" ; � ( ���'/����.�.�`� E I I o E 11'-5 1/2" � 22'-0" 1 10'-6" I 10'-0'� 11'-0" 18'-6" ` 05/03/07 I ` I £ f � 1'-0" 10'-5 1�2�� � 3'-6" 15'-0" 3'-6" 5'-6" 4'-6" , 16'-0" 2�_6�� �,_6,� 5 � � E � E � w � 8'-2 1/2" ; � 18'-2 1/2" � E 1'-10 3/4" 2'-11 1/8" i 4'-1 3�4" � 2'-11 1/8" 2'-6" ( 5'-0" 11'-p° ` •� Q o s 10 1/;4" 5'-11 1/4" ° 1'- 3/4' � � � � 1'-0" 0" 2'-8" � U � a o � � ' p f Z —� � N U � � € € I � � p M � 2'-3 1/4" � I � NOTE• WALL JOINT NOT � � $ ; (/j D � `n o rn o�, ' ' ' LOCATED � GRID LINE �� � S6 f- � w w�� , { 1'-1i0 3/4" � � 5 AS SHOWN ON ARCH ��$ � ,��5 � � � � ; Q � � ? � o � � � � f � � N 10 �o � � E- � co cn ��... � T 0 W. = 405'-2 1/2 � 3'-0" � / F �. ^ i � S6 I cv � - � - - - � � , T.0 F = 8 88'-11 ; , � , � _ � T 0.W. = 8407 - 3 8 = r� ' � I � --- - -- - - --�- -- -- --- T 0 W = 8 7'-6 � , „ > > >, , , i^6F = _ � � � i �' �__;_� - - - � - o T 0 W = 8402��-2 -� � I v z � r � , � 4 -7 3 -0 10 3 -0' � � �� � � ° T.0 F = 8387 -1 � � � � oo rn � TOF = 83 8 -11 ;,,� '� / � � �'� ° - -� ;� � — - f - - c� _ U � � � rn `n M - - �—� - _- --- ° _ _ E — — _ _ _ _ o � � � ' � o � B M. %/, ifl '- � °° � o� o T.0 W 8403 -8 o � � , � I T 0 F �= 8387'-1 � � r /// PKT _ _ � _ �.Y._.. _ u .�_ _.� � _ __ ,I � +' o � rn rn � 1 � _ J. �_ _ _ ��..�._..___ __ _..m�____�-�_ __�._ _.w. �_.�� _.�_...a_ � e _ �_ __W..� _�. .�M. . � I _ .._ __ � _ � _� _� o___._._-� _�.- _ _ __ _ _ --� -� L � � m ".�.-. r� I � � _M�I , � ., � .� L J O X � ��_ I � I �, - - - +, OQt� Q K --- - _ - -- -- -- -- - - - - f- -- — — � —I — - ; — � - � — — � -� K Y � � > °`.'� � - i � i � � � : — � I I CO i� I _ I �_ » 6'-0 3 4" � 9'-6 1'/2„ � I � 11'-5 1/2" � 3'-0,> � � 15'-3 1/4" - � I � 6 4 0 � r� I ^ cfl ' � I S6 I I `� � - � � N o � � � ' I ,' I I � � RAWNPA I TEP � I il _I 4 I ^ T.0 W = 8402�'-9 3/4 a, T.O.W _ 8393_6 I � C LS CE � J / � 0 F I I _ I � I � � � T O.F = 8387 -1 T.0 F 8387 1 I 0 J ` ,` .� — � �_�.e�.� __ ��.e�.�.�__�_..w ,. __ � _� �._a ___...�.__ _ � �.___._ �_ _._.� _ --- - �_ .�___n �.. ___ __ ��_ _r _...___ _.. __ _w_ ..____.��.__��._ �.. ____._,. _ _ E� ___ .. � ___�.___ . � � _. �J I � � � , ° �( o � � ( f I T 0 W �= 8387'-6 I � I � ( _ ST P _ „ I ; N � N � T.0 F — 8386'-1 2 3/4" � _ � T 0 F °� � - 1'-0 �. ` N � — � � � I � ,� � � � � — — — I — _ — — _ , o T 0 W = 8401'-0 � 10 W = 8405'-2 1 2 ` 8386 -6 I I � � � T 0 F ; j I I T 0 SLAB , 8387'-6 B � 1 � I � � � I T 0 F = 8388'-11 f T 0 F = 8388'-11 � I I �� � T 0 SLAB N I � � _ I i � ? � � S6 00 � �' � T 0 W = 8406'-0 5" CONCRETE SLAB ON 4" CLEAN _ I o T 0 F = 8388'-11 ° � GRAVEL BASE ON UNDISTURBED � S6 I( � � � T 0 W = 8393'-6 4 I GRADE OR COMPACTED , � I , r T 0 F = 8383'-8 8�� � � � STRUCTURAL FILL PER SOILS 2'-11 1/�Z" � - , � „ 6 0 `� T.0 W = 8391'-0 I S6 I � ENGINEER. REINFORCE SLAB WITH � � 6'-6" I 9 -1 �/4 2 3/4" � , : - � � _��8389'�4 6x6-W1 4xW1 4 WELDED WIRE _ � J S6 N T.0 F = 8383'-8 _ _ �� I ° � 'f T O SI!AB FABRIC THROUGHOUT PROVIDE o � � � 8° � _ � - � M I ` 1 1/4" DEEP SAVJN OR TOOLED � 9 � � � ( ' � � T.0 W = 8387'-6 ' � cv c° � � I � CONTROL JOINTS AT 15'-0" oo ( S6 I � ( � I I T.0 F = 8383'-8 I I `� N � � H �% __ � _�..�._ __� �MAXlML1M SPACING..�EACH m1lyAY�__�.�_ _._. �___ _ -�_.—,�.�. -_ ��� _ _�. _.._ _...w��___.. � __..__�___ ___._.._ ��. �_._ _ __._� _n_ �.�..�....� _...� ._._ ,m�... _ _ ._._ �.. __ _ _.Y..���. __� _.�_._____ � _ _,� _ _� ___ _ _ _ _ _ H � \ � v z�,._ _.� IT 0 W = 8397'-0 _.e...� _,_� � �._, E _ fi _ -.\ _- ' E --I- � � � T 0 F = 8388'-11 $ , ,� _ � � � � � � � T 0 W. = 8387,-6 � � � 7 -2 4 � _ o , / 1 0 W 8389 N N � „ � T 0 F. - 8380 -8 N � Q� I � _ � _ T 0 F = 8386' 6 I -� � -- - ` - - - 3 3/4 - � - - - - - —� - - G � � �j - ;n }-- - -- - ---- - � _ � r� ; E � ao STEP I o � � � - - - - ; I I ' ! ° I — TOF. M i � � ' " � �; � � � - � --- - - - -, — ; - - - - 2,> ? - 2 '- �#" --' 2'-3 3/`�_ _ _ �..�_� '��— - - - ; , � I L J ; � �o I � T 0 W = 8393 -9 ` 7 � � � i � 2 N � �..� 0 - � � � E _u_____._W _ .. ___ ._ _ __� �_�_�___ _ _ ___ �. i.o I T 0.F = 8 3$F3'.-.11._�.. __ __ - ____�--_ � - ------------__ ...... ..�. , .� __ �.__v.�_�._._. __ _------------- __ __ _ _ __�. _._ �_,._..--------..w_._ .... __ _e .W..._ �.__ _ .v�..�m_._.__. -__ __ � _ _ _�_ E , ; �g �W..�___ __ . ���-- M ,�_ ___� __�_.�._ ; � -WI - � ,� � ' ;n � �j , I I - E PROVIDE LEDGE IN S6 0 E I = I � �n ( � c° ( � � I ( I CONC WALL PER o I � r I I '� � SECTION 2/S6 & 9/S6 � W �``� yN �vV �W � � �..� - � _ ; ___� r___ __ , _ � _� ��_ ��._..�._ _�. _ _ _ � � _� _ .�.____-___� __ _ _ _�....__.....__ __ __ _ _ _.__o � � � .� ; � STEP � 0 W = 8389'-6 ; T.O.W = 8387'-6 4" CONC SLAB ON GRADE �I � � � T 0 W = 8492'-6 STEP 'f 0 F — 8384'-8��_ T O.F = 8380'-8_ __� _ ._._.--- -__ _�_,___._...�.�.. ._.... __.____.._..�_...__ ._.._ __.._..�m.��.. _._._._ ___ ._� ___ _._. .� ._��_�� _ �_ _ _ __ _ .e .. � � C �o ' ___ _ f� T �..F_� _� _.v.._...w.... � .,_ �__m._.�._.�_,� .�._ .�____ ._._..5..._. _ � __._e_ �:O:F �._ .._-_.____..�.._ _ _ _ ���_ i _�. __,__�� .v._ _� _ __ --- ---e-- _ -�_ -�-- m L C S�EP._v e.._. . _ `V_ .. � ' � I T 0 F = 8387 -0 S6 � c° � T 0 F. ; E I � I I 8387'-3 _ ; € \ — � —r — — - T.0 SLAB (V.I.F ) _ T� - - - - N - � B - - - --- - - ; - -- - --- ---- - - - - - — STEP ' • 6,. _ B � � � � � F � T 0 W = 84�92'-6 � T 0 F. S6 � I r E T O.F. = 8384'-8 � � , ,� � i B B I N _____ ,...._ _ 4-6 _w.__..�_ _W._ _�._,�,_ ._.._ _._ _. m.� ._._. � �.,.� .___._____ �. _.. ___ A � � _.___..�._�.._ .. v.� .�_____ __ �. __ _y_ _ �__---------�.__ � �_ W.. _�,-_ __. .� -----�_ �_ _a.. ......��_ ....� __ �__��.� _ _ ._.__ __�m__..__ ._._. A � � _.__�.�_ �_� � p.�_� ��� _._ _ _ � � �_ �_w.. �... _ ��. _.._ � � � 5�-0" j 15'-6" � I , � ' - - - - � ' �3/4 — � � � < � 11'-0" � 2�'-5 1/2" i � 31'-1'� 1/2" 18'-0 1/2" �,_6" _ � I I I € I E � - __ E � � 84'-11 1/2» , � � � � � � I g E E � 1 € € � 6 � � 1 � 9 8 7 6 5 4 3 2 1 � designed by MPS o drawn by MTN ^ checked by 0 N issued � � °' PERMIT 05/15/06 � SPREAD FOOTING SCHEDULE FINAL 05/03/07 � TYPE SIZE REINFORCING � c`"n� A 2'-0 x 2'-0 x 1'-0 (3)-#5's x 1'-6 EA WAY rn ° B 2'-6 x 2'-6 x 1'-0 (4)-#5's x 2'-0 EA WAY N M �O U N D A TI O N P LA N SCALE: � 4" = 1 �-o�� 0 CO C 3'-0 x 3'-0 x 1'-0 (4)-#5's x 2'-6 EA. WAY 0 �' D 3'-6 x 3'-6 x 1'-0 ' Y (5)—#5's x 3 -0 EA. WAY PLAN NOTES � � 1 ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS d� T 0 W=TOP OF CONCRETE WALL T 0 F.=TOP OF CONCRETE FOOTING a� U _ � 2 TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING � VENEER ANGLE SUPPORT ` N CONDITIONS AT THAT DEPTH CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED s ee � HEIGHT OF ANGLE EXPANSION � � VENEER SIZE ANCHORS 3 STEPS IN TOP OF CONCRETE WALL INDICATED � a� � V ° UP TO 8' 4x4x1/4 5/8"� x 4" � 24" 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION � � 8' TO 14' 4x4x1/4 5/8"� x 4" 9 16" WALLS UNLESS NOTED OTHER'NISE 00 14' TO 20' 4x4x5/16 3/4"� x 4" � 24" 5 CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" °' THICK x 16" WIDE UNLESS NOTED OTHERWISE c�'� 20' TO 26' 4x4x5/16 3/4"� x 4" 9 16" 0 6 PROVIDE CRAWLSPACE VENTILATION PER ARCH. AS REQUIRED �� . � 7 DO NOT SCALE DRAWINGS J�B #Q603-09 � - � - .o � - �\ \ �, a A � �; � {'��.����+���'i,��; .;����'� g�g'�" - f�cS"�+�' �,�r`,�'�' v �� �� - � �'� � �� �t��� �����. e� s���, CONT TREATED 2x12 � '��"Gt �i ��� NOTE GARAGE SLAB IS SLOPED CONT. (1)-1 3/4x11 7/8 LVL �'��' FOR INTERIOR DRAINS. VERIFY LEDGER W/ 3/4"�x7" EXP LEDGER W/ 3/4'�x6" EXP ARCHE & DRAIN LOCATIONS �// ANCH's � 12° O.0 , TYP. 10 � ANCH's � 16" 0 C 8 05/03/07 S6 4" NOM CONC REINF S6 w/6x6-W1 4xW1 4 WWF OVERFRAME ON WATERPROOFING MEMBRANE �;� � � � p> > � PER ARCH ON 1 1/8" PLYWD � QC �TYP. � e BM PKT T P. �n C�? GARAGE � = { a � ` I U � � � o°o o�'o � _ - � : � � � i g � z � ~ N O � � \ • I / l`^ '�.'' ' CO�T L4x4x1/2 LEDGER W/ 3 84 6 -� , � , / ;�F` ,�.':-'F�:: C TYP.� : �I � 3 � � � z� � 3 , , � T.0 PL`�WD i E ��- �; /'F ,;,',. _ ,� t i � (/} � � rn rn s6 3/4' �x5 1/2' (4 1/4' EMDED.) � � /� '`�� �� 84�03'�0" �� ~ �' � '-'-' � r i x � EXP ANCH's � 2'-6 0 C , TYP E s / ' co I I � PLYWD (1 -1 3/ x1 7 8 VL Z C r� �' � a a � GARAGE I � I / '= T ` ;'', '` X� ! 10 Q �L � � _ r� � � �\/ � � rL��O �a f� �{���'�,/� � ��� j�I I I S7 �,+`O � J � co cn �..� � I /\ I � � -` ,, ,,�' /s �` 6 � , � _ � 1 \2-1� _��:-�;�'��, /'�,��` /f�'E��`'�.j I � � � ' '� �`Z� �� N . � p� I � ( (3)-1 3/4x11 7/8 LVL =::-__ °,-�,.,,' � . ' `f � , =M i Z � � ( `�'���F - � f` ��'�.- -`-' � ; � � � � � � I�y�:���� '� � C�IDM 3 � � oo rn � � r ' f � � � QC TYP.= � '.;` � ` � _-j--';'` 1 + � U n' �n r� ,1 � �--STEP T O ( ', � �;'� � '�' -� 1��jP I T O �� H T Z . �L+ � ,� co rn � I?LY � I � � �� � l�Y' • �` �1 � � � � I I 1 / 11 7/ L L' � 12' 0 C � ; � � � :�- �'�// � � � � x p � � � � I ( � � i ' � pUrnrn �.-. N T S 0 AG A E � ' � � � W `1�+� 1 7 8" BC 6 00' 1 " C. � L m �o x � € . � -� � � ° I .�.' � Q � I..aL 4 B L O R A 1 E D W I H ( � = INT RIO HE DER A E � �, ;X J I � > I � � � �`�`� 1 7 8 FP 40 s J � � , � � S6 1 " C T LY D � , �" TE� T 0� � (2)-�2x1 d s / (1)-2 6 � � C � ��; � -�.'�� 39 �- � I , � � � R LY D � I TRI MER AN (1) 2x ; 8,�-01'�6 M �� I + PLACE STL BM UNDER I A P R X 8 4 0 0 0 o I -f- � � � � 0 P L W r � � I ��, �..� �I KIN STUD Ef� S DE, TYP ; T 0 p L Y W D ��� � ! � STONE VENEER � ; UN �SS NOT�D 0 HEF�WISE � � �.� � 3 `Z` � X � I ;c I _ � - -, - R �- � � � � W78x5 (8400' ,-3 7 8) � I�� `� � � 8 0 '- � +c� � � � : � i � I � > � "� r� T 0 PL WD €�`L � ! j � � � � � �J j � f � E � � � � � E � 1 � I � I� ^ + !. �__- � � � S8 ' � ' � ° � � � �� I � 6 � a � � g'� � I ` ; � � j � � � +� � i � � �2� j � ( ) 1 /4 14 LV � ° J � ^� � � , J ' r � � (3' -1 3 �4x1 7 8 ,LVI� I I � _ F , � � � � [ I > �; � > ! > � � ' i , J � - -- -- - ' ( RO PE ) � -' � � � ; � � � � F ' � ; a � '- i - - - - • � 7 I �4 ' � � � I ' �I � r� € � � , � � I � ' ' I `' � `1�+� �� E - I € � � �" � � l CANT LVL s - i S6 I \� , � ( � � r � ' ; r � ; r i � ! � � I h� '`/S z z � "-'� � � � � I a�o r � , � � � � � - � � G TY ( �- 3 4x 1 /� L ,L � Ssxs I� o o �6 �p � I I � � �� i � � � � � � � � � J ` s EI � X I .� �„� � I ` i r7 � € s � ` � kJr U U � �J � ° � � , I C�1 � � ' e • � ( j € �"r t E E I ' (I O ,6 N I � � � i � � j � ' X [ j i j � � I � �I � f � � � � �QD `TYF�. � I � I E � �I,, a � � F� � � � E € € � �/// J � � , g € /Jj� _ — -- � X � � E ' p`� � �' s � p € [ � i � ! j � � i � € € � j � g ' € a `I VY 6 � `i € � ( � ' (2�-1 /4 11 7�8 IVL � v ; � � E � � j � ! ° ; � � �„ � � � � , i � � CONT 2x12 LEDGER I � Y � i � � � � , � � � � � 2�12 s C� 1� (� C.� � : � � �� �� � ►�! � � - - - J ` - - - - - - - s +`O � ��O � � �� � -��O , � =+�o , ; +�o : � e � � ` I � €� € (1) LEDGERLOK ISCREW ^ i � � I � € , � � €� , � � EN°w ` � - - �� � EN o � -��Y � ` � �6 i�' � �`� , ! \�+�� L`�'�,`u � € � ,5,`1' I ( � j „�E��' I � ' , i ; � � � � � � � � � � ; ,i E� � 12" 0.C Q� � � „� e ° ' ( � _ � � € � � � � � � �� I • CONT 2x12 LEDGER W� � Eoo � ; f I � `oo � � OK `TYP ` � � � - - � � � - - ` � � j ; � I � � � � � � I � � f� � � 3 16d NAIL � ; ` � )- �To E � ' ' � � � � � � � f- � � , •� -1 ;3 4 9 1 ' 2 L L i E- f [ i € � � , � � E � � � '�� � a & (1) LEDGERLOK ; � `-' � ' � � � � x1 3 ` s � zQ I Q E € z � i Z ��: z � ; � s �8399 -5 ! ; ; E � � � � e � Q � � 3 � � � � �- � c� c� I s Q � ¢ -+' � c� ; I � I �T 0 D�CK I SCREW � 16 TYP 3 ; � (DROPPED) ! � � � � � � � � € E � 3 s a EI ' ' F ` � � � � � � �2 � ' OO �TYP � � ' � OG TYP � E , E � � � s E � ; � � ; � I � , �t�1 E - - - � � - ' - - - - - € 71 7 8 L L � i 3 � € s � � ' � � � � '€ ' � __-�-€_ � ►LI � / � g P 1 -1 4x11 7 f 8 Li L ! (1)-1 /4x� // _ / � € I � € ` i E G " I � / ( J L ( 1 J L i I _�"_'." E [ , ; � , �O��s ;D—� #� � € € I E "."'_'" E e _"_".."""' E : _ — — _ _ — _ _-:�__-.vr'" +:___? 10x12 e E F e - - =�=_f__ i � � I � �RO�PEp � � � � � ! . � � � -- � - - — - - — — _ — f � g : i ��' n 1 - KNEEBRACE, TYP 9 �� I E s E � � € � � � 3 (ARCHED, 9" MIN — 1 1/4x11 7/8 LSL RIM � FLOOR QD � _�_ � 1 _,_ � _ _�_ � 1 _�_ � � _�_ � � _� _�!� ��, � � „ THICKESS) S7 PERIMETER INDICATED THUS, ,� � � �, A - TYP '��'+ CANT JOISTS $ r �s�. � � .� EXTERIOR HEADERS ARE CONT. 2x12 STRUCTURAL � � (3)-2x10's VI/ (1)-2x6 SUB-FASCIA, TYP. S� TRIMMER AND (1)-2x6 � � KING STUD EA SIDE, TYP � UNLESS NOTED OTHERWISE � � ��y � v , � � � � . � NORTH � M AI N FLOOR �RAM I N G PLAN SCALE: 1 4" = 1 �-0�� n. designed by MPS ° PLAN NOTES: �, drawn by M TN 0 � checked by � 0 1 INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS. 0 N issued � 2 POSTS BELOW ARE INDICATED � NON-CONTINJOUS POSTS FROM ABOVE ARE INDICATED. � 3 SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: � PERMIT 05 15 O6 z 3 FLOOR SHEATHING IS 3/4" TONGUE AND GR00\'E APA STURDIFLOOR, EXP 1, SPAN FINAL 05/03/07 g RATING 24 0 C (SHEATHING IS 1 1/8" � GAR4GE FLOOR FRAMING ) c%� � 4 (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). 0 � 5 "0 " INDICATES CONNECTION TYPE - REF S1 FOR SCHEDULE o, 6 ALL FLOOR JOISTS ARE 11 7/8" RFP140's � 16' 0 C , TYPICAL, UNLESS NOTED OTHERWISE � 0 7 ROOF SHEATHING IS 5/8" APA RATED SHEATHIPdG, EXP 1, SPAN RATING 40/20 � 8 ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED) � � 9 ALL ROOF RAFTERS ARE• 2x12's C�? 24", TYPICAL, UNLESS NOTED OTHERWISE U C � sheet � � � � a a� r a, _ � U = � L , N � 7 m � O M O � O G9 ' � JOB #0603- 09 � - � - � r � r - --'�,�Q ���;��i, _'�����s� ��'�`t� =� �'��;��,���`�, .� �"��,,'� '�'a�� ` � _ $ ' � \ � � � � �� i�*� ��� ` ��'�`����`�1��.������ . 6 05/03/07 ss CONT 2x12 LEDGER W/ NOTCH BM � WALL rn Q °N° (3)-16d NAILS C� 16" 0 C., $x�2 PROVIDE 2x6 BLKG � Q � � � TYP NOTE• BM MAY BE KNEEBRACE BEHIND 8x12 FOR �j � � o � RIPPED TO A MIN DEPTH ATTACHMENT OF SIMPSON z � N � � rn MSTC28 STRAP ..�`��' - � p o ,,;� � OF 6" FOR HEAD HEIGHT �`L 5 � � o � � 8417'-6 , �o (� � .- � � � T 0 P L Y W D CANT LVL s ��,+ AT STAIRS +q� Z Sg +`O +�O ~ �' a o '-`' �'�'� 4 p� cv � �Q - - ._¢ `L �L z � r� ~ � a ¢ S8 NQ (2)-1 3/4x11 7/8 LVL � _ _ ,<#; .�_._e._.__.....X � __,_..�_.�.��.�..�.__.� .._ ,_. � - _� � i � I �. � � � cDNJ�� J 6+6' CANT LVL's � - - — - - - - - — - � 8x12 t-._. F � � r � 3 i O J J� � � � o � JJ± � � — � _ � � D� s�. _>._______.._.�.,..,....__� _ _��.�. __ �....._...__>., .- N w N �- � I I I Z � - - - - - - - - - - - - - - � J W 1 8 x 4 6 8 4 1 6 -3 3 4 J � I � � � — — .. , .. � ; � � , � ; , w- -r - , � -, � - -, -�- - - ;-W - �,J�' � ro oxo � ' �oo o � � � � � a�no °i � i i�o i • � '' `L 4._....,.___ � � - - - - � F- -1- i � F-- 1 � � � Q QC TYP.� � p -i-�O ��.. _w__ .}. _...�. .. .v._. _�.� _,� .. .. .. . .. .. .. - r cfl rn .- N I�� �� ( � �\� Q 1`�+ O � � � � [� I � I i �5 �� 0 �`L�'� n.� � � d�- � I I 2 0 �� `L � � ` +G c� 5�, � � � ST P T t� � � I �` K TYP I � --- � 6 GQ � � � rn rn � I,i ; ; `' X 3 � PL x�WD. ; �x I � � I � � � `�+ A TYP � RAFTER & +' o � � � S8 � � � � ' 3 ; I � � - _ - _ - — - - � � _ � _ ________ ,___. ..__ -,��.cS�... _._____ J�u...�._.. 0 � � c� _�___m.w.. .�. _.. - ..�...�.. .�..,.. , � , � , � , T ^ LOOKOUT BRG � °° .-..-. � �� � � �. i ° � ca "' � S7 ! � j ,"' r0 (3) 1 3/4x1 7 8 L�L �TYP � � (3 -1 3/4�9 1 2 L L � 6 0 � � o � � a , � � � ^ �. � I f �� 3 � I \ `�'+�� � -'�x6 2�6 �J._._ ----_..� ..� J�' � m � > °...'� ,� i � I ' + � € 1 _ _ � x cr.-----.----�--._�_.._�..... � S7 � o0 0 � � � ^ � � � � ;� � � ,, �L � (2 -1 3/4 �11 �/8 VL E �� > o ,� � '��� � ��+ • ' ao � c,�°` � � � � � : _ CANT � � I ( �� w sr ° ,�'� ° "� I i E � E . E ��� !'� r� +> E 6 � / � � � � , � €S� , W 14 x 48 ; 8�15'�3 8 = � S8 £ , , `L+`� € - � QC �TYP � 1 ` �r�o o ° ��._.._ -----��t�-�, o a. i � , "� ` , - � � k � � j � € 2k6 ,! � � A .� X ° ' i I `n � J i � �`r � � � € JO OO �YP � I c�,+�O 3 f I II v� o � p� �L �,� ao o f�-�Vtslbt-� I � ' � �" ( � s � A � _ - - - �IL i �kV o ��,Q� �� � `�M Z i � � € � E � � > i � ^ . f � r �¢r �����G917�� � ' � � f +� o 0 1 3 4 11 8 I�VL 1 1/4x11 7/8 LSL RIM � FLOOR - , ; � `-' r g � , , � )- � � 8x16 (DR PPED) � �o PROVIQE B I BLKG � � � w � i + PERIMETER INDICATED THUS, � ; , � � _--�. � � � ao € X� � •:� � 2 4 R `L � , ; � 12' �0 C�UNDER �m �.�T J € � € `�a I � `2k6 � � TYP ; � STONE VEN�ER � � � J ° � � � � I .�,� � � � � � � - S� � � O I�_ �_4 � I � M� I e r7 �: \ � � " i i `� � r� oo ` ' X , � ° ' ' � ; � /' � 3 4xi11 1 4 LVL y I � ' � x L , E � ( � _ ` \ � � g E rn : € 413�-0 � � � � � )� � � V TYP �I , � , , � � �O i � 8416 6 � i g � 0 PLY D ;` ; (2)-2x12's � � y �� , � � , � � C �TYP. � � � € T.O. �PLY D � � ; � : r' ; N � i € �� QK TYP. STONE VENEER +6, � ; , � ,_, , � X � � � STEP T 0 `� , � INT RIO HE,ADERS A E. E � �C TYP (2)-1 3�/4x1�1 7/�8 L�L ' � L ( F � � ' ; � � i � YWD. � ,�+� � € , � I'�`�� DECORATI � 0 : ! � E I � , (2)a 2x1 s 1` -2 6 I I � � � � 3 � I`- � R TIM ERS, YP � � � ° J � I r� � � � " � �O ' � �-6 i N TR1�1ME AN (1)E 2x� � Cp�;2k6 I � - � I I 'E� ; ! � � ; � � � �� � X € � � � 8x16 DR PPED � - - . -, i � KD TYP � ; I � �I � � E ` (1)-� 3/�4x �l• E I I � 1� 3/� o KIN� ST D A SlDE, �TYP � 2 2 � � ( ) � ' � i ' ; � I ; � � � � 11 7 8 �VL � 2 �� �k� UNLESS NOTI D O�fHE WIS � 2 1 O xg d ! 1 3/ x11 1 4 L s � O � � , E I , � � I � �O � _ � _° ..� i � _ _�. _ _c � ( ) � o �, � � 0 _ � 4 0 C. � ��J� o �' �r, � 2x12 BLKG. � � 1 2x12'sj � 1I6" 0`C � f II � � � � ; 2 2X6 j 3 � � � A o w� \p� �� ;c f6� UNDER VENEER, � � '� � i � S8 � � � I ! � � � f � 2+6 a_ '� � ao � _ TYP � � � � � � � � 6 �2 j � 3 4x� 6 LVL DR�PPED ' ; (3) 1 3'/4x16 L L �LUSH C�? 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I € € � g - E � ' � � � ^� � � ' \� � F � I�' i I � � � �\ r\ � �\ M � ` 5 •E• � I `X a � � � � I � 16" o _ .__.. o _._.._.._,..�..�.. o .�._. N--I � � � � � � I ( a � � � --- -�- { i , � � � I �_�- � �__�.__--__ N �_.�� _. N. ��_� �� � , I ' ` � � � m �o p t � � �o + € I �j x �- ic � ic � _____�_r� __. ; � " � , e � , ��,+ �� i � � I ! � ,`�+ �• � i { � QF � o � o � o ; Q� _ I � I � � I I ti +� `'+�, , � � I ti +� �+ � ! �.- fl - �..�..�..._. Q_.. � ti � I 2 �ti � I �, _ � � � �_.�_._.��._.. � - �.� � � v _�W�.._..� � ___� _' +�, � € `L �' � i I � � I �, G i i � ( � �_�'`� � S7 � � � ' � � � i I i 10x16 D� �� 4 � I ; I ._. � � ._. � � _ _v _._ _.. _�.__ __. _,..�.� �_� _ _ _ __.. ., � L -- - - - - -- -- - - -- -- - - - - - - -- '— � — - I � � - — I � _ __: _ � _ _..��.. -__ ._��...__,._._ � 1 , I , � � .��.,..�.. � - �i . . .. .. a�: EXTEFIOR HEADERS ARE: I 1 , I 1s � I• j I 1 �� � �� � I � }_�__ I ��� �-.�.'.a....�","". ^° �_�,_W_.�� � W�.. __.�,__...:�.�. _..�__ ___ _ � (3)-2x10's W/ (1)-2x6 , _�� � , � -�_ �1 � �a� ��L � E � ._...._.�._____ _.. � _ ._,Y.. �.. � TRIMMER AND (1)-2x6 3 KING STUD EA SIDE, TYP 2x12's � 12" O.C. ' � n UNLESS NOTED OTHERWISE F �V��ll9-� � _ �, �---��ct't�4����-�-1��'ra c�r�t--.�-c1c• � _ � + SEE S3 FOR LOWEST ROOF �:`iy � �, „� ;�' � FRAMING ,,,�� �� �, µ,�, � N designed by MPS � �drawn by M TN 0 o checked by 0 M issue � 3 PERMIT 05/15/06 � a FI N AL 05/03 f 07 � NORTH , � UPPER FLOOR 8c LOWER ROOF FRAMING PLAN SCALE: � 4" = 1 �-0�� 0 M � PLAN NOTES: 0 � � 1 INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS 0 � 0 � 2. POSTS BELOW ARE INDIGATED � NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED. � � SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED p U C � 3 FLOOR SHEATHING IS 3�4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN sheet � RATING 24 0 C � r"` 4 (XXX'-XX") INDICATES T�P OF STEEL BEAM ELEVATION. WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED) V • 5. "O" INDICATES CONNECTION TYPE - REF S1 FOR SCHEDULE � � + 6. ALL FLOOR JOISTS ARE 11 7/8" RFPI's � 16" 0 C., TYPICAL, UNLESS NOTED OTHERWISE � � 7 ROOF SHEATHING IS 5/5" APA RATED SHEATHING, EXP 1, SPAN RATING 40/20 0 8 ROOF BEAMS, EXCEPT H=ADERS, ARE FLUSH FRAMED UNLESS NOTED AS (C�ROPPED) 0 9 ALL ROOF RAFTERS ARE 2x12's � 24", TYPICAL, UNLESS NOTED OTHERWISE. .� ' � JOB #0603-09 �� = o ` � � ..r.> ���'��,�4����'����` �� �'a � ���� ��� , � � Q ,� �► ° ¢ � � ��►$ •�� �''�`���P��l��`���� 05/03/07 � � � � Q N .� N Q p�p c0 I� 2 2x12 BLKG U � a o o°o o`to BTWN RAFTERS � QA TYP � RAFTER & Z v � `V � °' °' S� UNDER STONE ��1,+ �+`O LOOKOUT BRG. � � � o� � +� VENEER, TYP � � � � � � a' °' `� � � II, W w.�.� ^ i � � - - - - - - - -� - - - - - - - - - - � z � °r�° � � �+ ��+ �7 / � I � 7 � � � � c�°oc�i»�� �, �� ' ' Q � � � - .. .. -= � '` J. ___=: S8 6 I I � � — - - - - - - - - - - - - - _ ;: •- � A `�+6 � .� .. +� (2)-2x12's S .• 6' � •. <<-� �`L�' I � �- - - - -- - - - -,- - -- - - -- - - � � � c•� � UNDER STONE ���� � �� � QQ � � I � _ � _ � � _ _ Z �' �� � z E ! 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I `� � + � x � �L+ � � � I � �� \ � / � i v T v �L + � > � GQ I � �+� \ C�6 € (BELOW) 7 i � �\ I // I i I � I I - - " � ( )-1 3 4x14 VL +� CAN� > \� �'S � i �O (3)-1 3/4x14 LV I I I I �+�, �° � -I�\ S7 -- S� � � � I ( I ' � � � 6 I � � � X'_ p�+ \ � / , -- �---- - ��L o �� +� _�. 1 � DRO PED 2 i + I I �o .�� � � '� I �N '� Jti � � / I 2x12 LOOKOUTS � 24 , TYP `� j � j x ''� � � � ''� o I I � � � � �I I i C W , � �� �,Q N � � 2 1 3 4 11 1 LVL� 2X� - I � € � � f.�r�. w.... �r� ���/� i - - - � � - - i ......--------- - � �---- ` CONT 2x12 STRUC TU RAL - -- -- r•� � ��- l- -- TYP � � r i� � (DROP ED) ..� � (1) 1 3 4x11 1 VL v '�� I ' SUB-FASCIA, TYP ``�' ' �I I i I I� "`- � � 3/4 f �' � � L L , , � � � ` � 1 3/4 14 LV `� � r — ��—� � ; �I I ( I� � �� � Cpl �GQ i I___ ( �QM � O i QK �TY � � � 2�6 : �+ _ � ( ROPPE ) I I � - -- � I I � -�f 1�--- -- x J 1 1 ,3/4x11 1/4 VL M cv) ' � � ` � ` I I I I I I � � --- - - - � - � �. �, ( )- I I � o _ L � __.�__1 1�- ��. " S? +� � �I I I �� �, ,� , r cx� � �� I I I� I � I y ��� � �� (2)-1 3/4x11 1/4 LVL , - I M > KO TYP. > 1; �, � I I I I I I � - - -- - - - - - - - - -- - - - - — ��' ---- a "'I I +`O I I� � I� � I I � ��_r i o � L� ;�.� �� �K TYP 0 'J + -I-{- - - - --I � -I ,�� ----- , --� �--- .� I I� � I�- � �I I I � � � � � � _ �� �I I I I,� I I L - - - � I I � L. , ^ ti +�, � � E � �_ _ �-�---._ _ _i i X_F � , � � ; NI I � I � , i I I I I I I I�I ��� T I I � W ' I I� I L - -��- - � � '� -- �--- -----a a._..�.._. � � 2x 12 s �� �I I � _..� �..e�.._, r�.� �.� i `-` ( TYP � I I � � � QA TYP � RAFTER & — ( , � i I � 1 " OlC d�- �; � �__.�v ,,�...�---q� _�_....�� �� � �'j ` � icll ( �i� L — — LOOKOUT BRG � � I I I� ; I I �- � � (�( I � �_ *� — � � I M �I I I � �,-- .� `� � +� N I'I � I � I ' - �� ---i � � I � I I I �`�+ � i i I I I�--I _ � � '`' I I I I'� �� I \� � I I � �i - -- - - -- ' � � i �- � i i - - - ` i�I I �-`O I i'� i I � � � -cv-�� � � I � " ,y� � \ `�� � � i _ _I I� _ I-�__ _ I _._� I � E JI � �,+6� 3N �/ � \\ � I � � 1�1 � � � � � `�' � �"�"6� � � � � � �� � � f � � 6� � � �i'� / � � � �i EXTERIOR HEADERS ARE -------- -- ° ; E _ _ I I � � � � 1 3/4x11 1/4 LVL s � � 1 � � � / I \ I � _ (3)-2x10 s W/ (1)-2x6 I � I � 24" 0 C � , I I I � E � .. � .. // \\ I I TRIMMER AND (1)-2x6 j / � \ ; € I � � \ I � � � � I I I I Q� � KING STUD EA SIDE, TYP � I � - - - -i � � � � ( / I� \ I � � I \ I I I � � � - - - -1 � — — -- / � \ = f / � UNLESS NOTED OTHERWISE I � � _ J � - - � � �� I I � I � \ � �-J / � � � � � � � L - - - �- - - - - - � � � - � f � J I � I / I \ / \ � i � \ � � � � � : I I I I � I I � � � � , I � I / � � / � � �-�- - - _ � � I � I � / \ 2x12/LOOKdUTS �\24", TYP � — � I �� J � � � O � I � � I , / � \ / � \ � rr I � � - - - - - -I- - - - - - J I � l . L - - - - - - - - _ I 1 3/4x11 1/4 L�/Ls � � I I � � - - - - - - � � � �.J � � CONT. 2x12 STRUCTURAL „ � � � / \ / \ I T I � � � i S U B-F A S C I A, T Y P. � 24 O.0 I I I �/ I \\ // I \\ I �I— — I - - J I L — I J � ^ _ � � � � � � � T I - � - - - � � � / I \ / I \ I I L - - -- - - - - - � - - - - - - - - - � � I I ;- - - - - - � � I / � \ / � \ � I � � � '� / \ / \ � � � � � � _ _ _ I I I I I ,- - - - � L - - - - J � - - - - � L - - - - � � T � � � � I � � I � I � I � � I I L - - - - - � L - - - - - -� � � � I / \ / \ � I I � � � � � I � � I � I I I � � - � - _ � - 1 � / � \ / � \ � � � � � r - � � - � � � � � � � I � � I I �- - - - - - - - - J L - - - - - - - - J � I I I � I � � I I � I � � L � - - -� � �- - -rt---�— � � �- —�� � d"� I � � � _ � L- - - - - � -� � � � - - - - � - -i � � � � � - - - -- - - - - -- - - - - - - - - -- - - - - - � — J I � � - - - - � - - - � � I I � � � - - - - � � I � � � � � �- - - � - - J I L - - � - - - � - - J I L - - � -- � � Z - -- - - - - -�- - - - - - - - 5 Z - - - - - - - -i- - - - - - - -� � - " � � M designed by MPS o drawn by MTN o checked by 0 M issued � � PERMIT 05/15/06 o FINAL 05/03/07 ° NORTH � H I G H R O O � FR A M I N G P LA N SCALE: 1 4" = 1 �-o�� o� 0 M o PL,�N NOTES: � � � 1 INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS ��� 0 � 2. P�STS BELOW (ORIGINATING FROM THIS LEVEL) OR ABOVE ARE INDICATED 0 � NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED � c SNGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED Q � sheet �n 3 ALL COLUMNS ARE LABELLED AT THE TOP. a� YI1� { 4 R�OF SHEATHING IS 5/8" APA RATED SHEATHING, EXP 1, SPAN RATING 40/20 W Y �j � 5 " Q " INDICATES CONNECTION TYPE - REF S1 FOR SCHEDULE � , � 6 R�OF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED) m 7. ALL ROOF RAFTERS ARE: 2x12's � 24", TYPICAL, UNLESS NOTED OTHERWISE rn 0 c%� 0 � o � :A � _ . JOB #0603-09 � � � � l � ! \ �- \ 2�-� � ' POST PER PLAN �416'W 0 CX o� I 4� � � *� _ 4" (NOM.) CONC TOPPING ON ;�;�+�,��''�������'�'� SIMPSON CPS7 �� � �'+��' � - � WATERPROOF MEMBRANE PER ARCH ��,,� ��,,� . r � 1 - 5 BAR x 1'-6 6 (1)-#4 CONT. ON 1 1/8" T&G STURDIFLOOR : �''�`�� } � I - - ( ) # t12" 8406'-0 SLOPE SLAB _ �7,.���� ���,�, � BASE R 5/8x10x0'-10 HSS COL REF. PLAN T.0 SLAB ' „� *++�.,s++'�,�'�' ' o I I � W/ (4)-1/2" � x 10" CONC SLAB PER PLAN �� p ° � a � ������'�'�� I �`\�`��`��`,�` N I I STONERV�ENEER &B ROOT 1 ' MIN SHIM I �' I I PER ARCH � /\\//\/\/\ I � 8405 -2 1 2 %%� 05/03/07 T.0 W ���!\� I i (4)-#5's VERT ° . �� a a I d Q d � d Q p Q � C �� � ����� ��/�� � � �� I I I I � '"U �/ /� p (� � \"��\��\���\��j\\/\ I j�����\�������/� 0 0. � � � '��O � �/2" `Fi X �Q�� /'1 CJ.�s � 48 v � lJ d � Q � \����%��������� l-- %\��%!i%�\� \���%����� �� �� �������������% o J01 ST P ER PLAN � \\/\ �\�� ,���\�\� � e � � e � \������i. � � 00 0 � I IN CONT TREATED 4x4 f� a o Z �� y � �� \��\\ \//\/ a PROVIDE BLKG BTWN U -� Q o � � T 2'-6 CXl CONC PIER i JOISTS � BRG z � � N U � rn � 8" 1'-0" 8" � � CONT TREATED 2x4 NAILER W/ � � o z� � o I I = SEE SCHED FOR REINF E Q E Q � ° 1/2"� THRU-BOLTS � 4'-0 0 C � � � � � � � � � 4>, 4» �' oo w � r� x "� I I (4)-#5 DWLS x � LEDGER PER PLAN Q � � � � ° Q I I I ( � SCHED WIDTH a � � co Ul J`.� 6" 2x6 STUDS � 16" 0 C W/ � ° #5's CONT. HORIZ � 12" 0 C � � � � 2'-0 1/2" PLYWD OR OSB � rn (2)-#3 TIES x ° SHEATHING 6 SCALE. 3/4" = 1 '-0" #5 D�WLS x c° p � � o � L N 1/2" � x 10" A.B 's � 48" 0 C a a � � co rn � S6 � 12 OC. N U N °,r�° ,°�' �i -� e IN CONT TREATED 2x6 F'� 6 #5's VERT � 12" 0 C � L � oo � � � 8402'-2 2x6 STUDS � 16" 0 C W/ (2)-#5's CONT HORIZ , , � o � �' a' T 0 W ' ° 1/2 PLYWD OR OSB TOP & BOT 1/2' EXP MAT L, TYP. � � 0° �� � SEE SCHED FOR REINF. I J , SHEATHING � � o Q o ¢ v 2'_g ' �� rn � � STONE VENE=R � � �v� � #5's � 1 2" 0 C T R A N S V ` ° 5" CONC. SLAB PER PLAN � °- ��v .��i��i��i��i� , ,� �y������y��y�� a 1/2" � x 10" A B s � 48 O.0 ° 8389'-4 PER ARCH ����\���� IN CONT. TREATED 2x6 SEE SCHED R ° a a T.0 SLAB ���� ° 8388'-11 N ° ° a °a 12 SCALE 3/4" = 1'-0" CONT L PEF SCHEDULE $�W-6 T 0 F ^ °� �� a SEE SHEET S2 °� � � O �° ° ° � ° ° �>%'%,%' S 6 � 1 1/2 L T W T C O N C., T Y P �� � � a a � ��, ��� ° — 8399'-8 STONE VENEER %%%�%� � ��\\�\ ( 5's CONT HORIZ �����Ty�������� a a a a i�,r 5�-# , a T 0 PLYWD PER ARCH �������� a (2)-#5 s CONT HORIZ ���� a � � � TOP & BOT . QC TYP �� PERIMETER DRAIN PER 1'-4" 8" 6" � ; m CONT L PER SCHEDULE ° SOILS ENGINEER _ � ° 1/2" � x 10" A B 's � 48" 0 C #5 D W L S x I� �� SEE SHEET S2 4'� 4" , `� ' IN CONT TREATED 2x6 F� � 48" 0 C J_I 2 -6" � � Q V 5" SLAB 6' 4" 4" 11 7/8" I-JOISTS PER PLAN #5's VERT � 16" 0 C Qa #5's CONT. HORIZ. � 16" O.0 3 SCALE: 3/4" = 1'-0" PER PLAN � Qa 4 5" CONC SLAB PER PLAN S6 � � 8387 -6 8387'-6 SEE PLAN � o a ° o T 0 W. a a a T 0 SLAB ° a ° 8389'-4 » � � 2 1/2" � � , ° T 0. SLAB 2x6 �STUDS C� 16 0 C. W/ � _ a � a 1/2 PLYWD OR OSB � � 3" TYP � SHEATHING � � � ° � ° � a A�.°o0 ° a � � a , „ #5 D WLS x c° a�.i\��i���i���i��� �, „ , >, °a ° c a ° a #5 s CONT HORIZ. @ 16 0 C � 48' O.0 N ��i��i��i,,.r� 1/2 � x 10 A B. s � 48 0 C � � a ° ° 8386'-1 #5 DWLS x CO � 6�� ��%�� IN CONT TREATED 2x6 F� �j ° a T 0 F � 16" 0 C � i� 5" CONC SLAB PER PLAN � a �. � � � a � a �� a � � a 8387'-6 8387'-6 � aa a ° , #5's VERT � 16" 0 C a (2)-#5's CONT HORIZ. T �•W Q o ° T 0. SLAB � 4" 8" 4" 4" 8" 4" T P &5'g�COVT. HORIZ. ° ° 8387'-0 TOP & BOT. � �-1 � ° � � � T 0 F °� v��i�i��%�� 5's � 12" � C TRANSV ° ° 5" CONC SLAB PER PLAN 00 � �������� # � ////\ � �I O a a ° �i��i 11 SCALE: 3/4" = 1 '-0" 8387'-6 �� ' Q d a a a T 0. SLAB PERIMETER DRAIN PER „ „ „ 2 � 2�� ° 3" � � � - S6 4 8 4 8387'-1 `V a� ��a � ° SOILS ENGINEER ° � . T.0 F °$ � � Y O � . . n \/\,\\,�\\,\�,�,,P°° 1'—4" , ° r----1 #5's VERT � 16" 0 C � � •rl � � i ��� � � 8402'-9 3 4 � . . ��%�i� (5)-#5's CONT. HORIZ �/�/�j\�/` Q ° ° ° a a �� STONE VENEER �>�``��T T 0 W 1 1/2" LTWT CONC , TYP � ����,%%% \\i\\,\\i\\/\ � � CONC PATIO PER ARCH - � 5 SCALE 3/4" = 1'-0" PER ARCH. ��,��\���� -L 8403'-0 PERIMETER DRAIN PER 1'-0" 8" 4" � S6 ��� ° �� � T 0 PLYWD SOILS ENGINEER _ � � CONT. L PER SCHEDULE � ° �a a I > » ,� SEE SHEET S2 �II . �TYP 2 -� 2x6 STUDS � 16 O.0 W/ d"� 1/2" PLYWD OR OSB �� 8 SCALE: 3/4" = 1'-0" SHEATHING #5's CONT HORIZ � 16" 0 C. � � ° S6 4" (NOM ) CONC TOPPING ON 2 1/2" 5 1/2" � a — 8401'-6 WATERPROOF MEMBRANE PER ARCH 1/2"�x10" A B 's C�? 4'-0 0 C ° � T 0 PLYWD ON 1 1/8" T&G STURDIFLOOR IN CONT TREATED 2x6 f� , � SEE 8/S6 FOR WALL INFORMATION . �C TYP TJI BLKG PANELS BTWN 11 7/8" LVL JOISTS PER PLAN SLOPE SLAB #5 DWLS x cD � � JSTS C�? BRG , TYP 8406'-0 • ° cv � 48' 0 C - � � �� 8405'-7 ^ � T 0 W ° g" � - a T 0. PLYWD. 8405'-7 J ° � � IIV d � ` � T 0 PLYWD a - 11 7/8" I-JOISTS PER PLAN ° a (2)-#5's CONT HORIZ a g a - SEE PLAN a #5�s VERT. � 16" O.0 TOP & a 8380'-8 ° o a TO.F. °$ a o a T � � � d 4 r JOISTS PER PLAN 4�� 4�� � designed by MPS o �� SCALE 3/4" = 1'-0" ��%�`i�`��`��i, STONE VENEER MTN N � 1 2"�x4" EXP ANCH � 24" a <����������� PERIMETER DRAIN PER „ „ „ drawn by \ / /�,j�,��, PER ARCH SOILS ENGINEER 4 8 4 checked b � S6 (3)-1 3/4x14 LVL 0 C \,, y � � 1/2" 4� x 10" A B 's � 48" 0 C � IN CONT TREATED 2x6 R POST PER PLAN CONT L PER SCHEDULE � -4 issued � SEE SHEET S2 2 SCALE: 3/4" = 1'-0" p 5" CONC SLAB PER PLAN - � a ° ss PERMIT 05/15 06 cn 8389'-4 8389 -4 �516�W 0 C � ° � �� FINAL 05/03/07 � T 0 SLAB a a T 0 SLAB N #5 s CONT. HORIZ � 16 0 C � aa a a I 6„ e � 2x4 x � b� POST PER PLAN , BRG WALL M o�j\�j�\j\\�/�\� a (2)-#5 s CONT HORIZ � 3'> ,��,��������� a 2 1/2 „ TOP & BOT 16d DRIVE PINS � 16 0 C a CONT TREATED 2x6 h' W/ o, (1)-#5 CONT --- %�! a 5" CONC SLAB PER PLAN � IN CONT TREATED 2x6 R 5" CONC SLAB PER PLAN , 16d DRIVE PINS � 16" 0 C � HORIZ � MID-HT (IF HEATED SLAB GLUE (IF HEATED SLAB, GLUE R. ° 5 DWLS x ° -- 8387'-6 h? TO CONCRETE) #5 s � 12 O.0 TRANSV ) � 8389'-4 CONC SLAB PER PLAN TO CONCRETE � # � ° T 0 SLAB 8389'-4 T 0 SLAB � a ' 8387'-6 � � 16" 0 C ;,� � ° a a � a N , � ,> a a e _ � a � - T 0. SLAf3 8388 -11 a , � 4 �ae <w a in ba� a �a T 0 F. � a a a T 0. SLAB o b a° p a a a d � � 2 - 5's CONT HORIZ — �a�%i��i� o� �o , �0.`�����`i a a � aa � o ba� � � ) # � r /,/,,rr �/�/�/�r �\�\�\�\� � �\ \\ e - �o\\\\\\\ �/�/.�/���a - � � � � 8386'-6 �a � A� .�,o 0 o a � i �'� �� s ee i rl 5 5 s CONT HORIZ r i i TO P & B 0 T \� \� \� \� �/ �/��/ �/ �/ � �—� ��i � � � � � • • i i' i i a TOF ririi ��0�� � :��i \� ��i���i��%�% I i, o //rr/ \ \ ///\/ e a � \ \ \ \ \ ,e � REF SPREAD ' i����, e o .���0� �,,� :�!�������� � a ��� �� � �*` FOOTING SCHED. ��� `o�� �� � ��� � '' ° �� � � (2)-#5's CONT HORIZ �i, �� U , SHEET S2, FOR � , , PERIMETER DRAIN PER � � , REINF EQ EQ � _ SOILS ENGINEER EQ EQ � � � 4' 8' 1'-0" TOP & � � 4>, 8„ 4>, c.� � � m - � 2'-0>, "' � SCHED WIDTH 1'-4" io 1,_4„ 0 ° 9 SCALE 3/4" = 1'-0" � SCALE: 3/4" = 1'-0" 4 SCALE� 3/4" = 1'-0" � SCALE: 3/4" = 1'-0" N � � S6 S6 S6 S6 , JOB #0603-09 c� . � - �� � / � � ' . \ \i � s...��...�.t -��LiO �#r�"�,�� �-} ��'��� �� ���°�� � � � � ' �� � ����,� �$�. 12x12 POST ����'',��`��������'�'�� (4)-3/4'� THRU-BOLTS, RIDGE BEAM PER PLAN 2x12 BLKG BTWN 1 1/2" 1 1/2" (2)-LOWER POST� 05/03/07 RAFTERS � BRG , TYP 12 5/8" SHEATHING KQ TYP. K�TYP. �2 PER PLAN � j o0 8 8 � � Q N � I I I — I °� � OOO � U � ¢ o ao ao f- NU � � — 1 1/2" 1 1/2" Z � o � I I 2x12 RAFTERS �j D � ,° o � � PER PLAN � w^^ 11 7/8" I-JOISTS PER PLAN 2x12 RAFTERS RIDGE BM � � c° � �- '� � 2x6 STUD WALL 10x16, NOTCH PER PLAN CD J�v PER PLAN J � 1 1/2" EA SIDE � � 8401'-6 � BRG � - rn T 0 PLYWD � � � � 8 SCALE: 3/4" = 1'-0" � SCALE: 3/4" = 1'-0" U � � � � �? 1 1/2" LTWT. CONC , TYP S7 S7 � L �r oo �, Q, 5 SCALE: 3/4" = 1'-0" � o o � � — 3/4" T&G STURDIFLOOR � � m � PER PLAN � � O ¢ o ¢ ' (D �. >�.�.� 8399 -8 T 0. PLYWD. a � SEE WALL SECTION FOR REINF. � BM PER PLAN a a 2,_� a COUNTERFORT W/�LL 1 1/8" CLR (2)-#5 DWLS x o a TYP. 11 7/8" I-JOISTS PER PLAN � 12" 0 C � STL. BM PER PLAN ALT LEGS `� � � _ TJI BLKG � 16" 0 C a _ ,� �, � ) � `�' 2 -1 2" � x 6" LAGS � y 2x4 STUD WALL � � a �• _ 4 4 a �� a � � � N BUILT-UP STUD COL a 10 „ _ ,_ „ - , 4 PER PLAN SCALE: 3 4" = 1'-0" � SCALE 3/4 1 0 a #5's � 16 0 C (6) #7 DWL s IN / � S� FOUNDATION WALL EA WAY IN COUNTERFORT 2 ROWS � END S� � � a OF COUNTERFORT � � O NAIL SHEATHING TO LVL �-y � 8" BEAM W/ 10d NAILS Ca? " 8'� � N-�I 6" o c ALONG ENTIRE \ BEAM � 2x6 STUD WALL � l � � � � ��8405'-7 _ � KNIFE � (3)-1 3/4x11 7/8 LVL � � Y T 0 PLY � ��2.. 1/4"x6"x0'-8" ROOF FRAMING 8" SEE PLAN (4)-SIMPSON LSTA21 STRAPS, � � ° W/ (2)-3/4"� THRU NOT SHOWN FOR (2) � END OF BM. & (2) 2'-0 e-� _ � BOLTS CLARITY 1 1/2" LTWT. CONC , TYP FROM END (INTERIOR END, NOT � � = 3/16 1 1/4 SEE PLAN CANTILEVERED END) � � CAP � T 0 W ° — 8416'-6 `�`� 1 4"x5 1 2"x0'-5 1 2" a o I I � � � T 0 PLYWD � , BEAM PER PLAN � � --- 1/2" PLYWD � � . I I » a � � - I I SHEATHING 3/4 � LAG .. - I I c.H � I I KNIFE �' 6x12 SEE PLAN � a� T.0 W. (3)-1 3/4x11 7/8 LVL 11 7/8" I-JOISTS PER PLAN � � I � ��4>,X7"x0'-9" �-- — r� I I W/ (3)-3/4� --t----- �— —+i- � li I I THRU BOLTS ~ t I I I 3 SCALE: 3/4" = 1'-0" I I ^ 10x12 ° � � � � � (2)-#5's CONT. S7 � � I I � HORIZ TOP & BOT , � � I I � ° I � I I I TYP. � � � 1/2"� _ � �--t---- i � � � 12 � I I O _ � � �4 � � . I I o "' �, � I - � I I o �' N I I � I I II a � � I I '" —"�'---- � I I I QA TYP CONT 2x12 STRUCTURAL ' I I 6" MIN ° � � � � � � SUB-FASCIA, SEE PLAN � � I I I � I ' I CONC 2x12 RAFTERS � � 3/16 3/4"� LAG �__+____i i i i COUNTERFORT PER PLAN � � � EA. RAFTERILTYP � � � � � #5 s C� 16" 0 C EA. � aa � � � COUNT�ER ORT CE IN RA�ERS � BRGN TYP � � � � � °o � � ° ~ —�----_I— — ----LL (6)-#7's VERT IN 2 r � � � � � ROWS � END OF 2x6 STUDS � 16" W/ T � � � I � � � I COUNTERFORT 1/2" PLYWD OR OSB designed by MPS °o HSS 5x5x5/16 ���J— i i 2'-p ° SHEATHING M TN N 10 x 12 � � � � ( ? KNEEBRACE ���12#50 C LS x o �_ drawn by � I I —+---- � � � ( (6)-#7 DWLS x o checked by (ARCHED) ALT. LEGS N a I � I I I � END OF _� 3 I � � � � r �r COUNTERFORT � _ 1 0„ Issued � I I / � � � � ( � I � 2�-6 2 SCALE: 3/4" '- � I I � SEE WALL --H----- � I ( I I I I I s� PERMIT 05 15 06 0o SECTION FOR � I � � � I � I � I cn I I REINFORCING � I I I � I I I I I ( FI N AL 05/03 O7 ^ I � —�-�-————-�— -�-�————-�}��- v� � I � L4x4x1/2x0'-6 �516'W O.0 � a --�"�---- � � � � � ( ( � (3)-16d NAILS INTO SOLID BLKG BTWN � I EA FACE `r I � I � I � I � I � EA LOOKOUT, TYP LOOKOUTS � BRG , TYP `D I I NOTCH BEAM TO BEAR ON 2�-0 I I I � I I I I I I EQ EQ a, I I ANGLE ° a � I � I � ( � I � #5's C�? 8" OC o I I GUSSETT R ,� 5" CONC. SLAB PER PLAN —�----�— ��-- I I I � � I I 1/2 x 4 x 0'-4 S E E P L A N I � I � I I I I I S E E P L A N � � � � _ � T 0 SLAB a _�____�_ 1I____ � N SEE PLAN QA TYP. " I I � � 8492'-6 3��6 b'� ° ° ° �° T O.F � T 0 W °����������� a a a � � ° � a ° a �' � a a °e � � 0 2x12 STRUCTURAL sheet Y , BEARING �j' ��°��i��i��� � d a ° a j 1 � 1 1 a � ° d I SUB-FASCIA, TYP. a°�i 1 2"x5 1 2"x0'-11" ��!�% ° a a ° a a a a PERIMETER DRAIN PER U � 4�. � � W 2 3 4"�x5" � SOILS ENGINEER 2x12 ,LOOKOUT 2x12 RAFTERS PER PLAN � � � � � � VERIFY LOCATION IN @ 24 0 C., TYP � ° EXP ANCH'S #5's � 16" EA. WAY #5's � 16" � FIELD � 2x6 STUDS � 16" W/ � "� 1/2" PLYWD. OR OSB ° SHEATHING M , � 6 TYPICAL COUNTERFORT REINFORCING SCALE: 3/4" = 1'-0" � 9 SCALE: 3/4" = 1'-0" S� 1 SCALE: 3/4" = 1'-0" �,�n � � S7 S7 � . JOB #0603-09 � - � � � � �,, ' �\ . � . \ .• ���,,L�(� :����'� � . � ;'=+�, ,���a +�'��,t -. NOTE PLACE REINFORCEMENT IN 8x12 (2)-3/4"0 LAGS �����,'�+ �`°�,�, , - DIRECTION OF DECK SPAN OVER DECK FLUTES, NOT RIBS �� � � � t � (2)-3/4 � LAGS �,,,, a�� �, — ;!��'`�°'"• .��'�,�,� o —,,,,,,, �'��'����i���'� � 9 1/2" SLAB ON 3C22 METAL DECK a a � 2'-0 � ��,���� BY VULCRAFT OR APPROVED � ° ° o� I - EQUIVALENT (9 1/2" MAX TOTAL � ° #4 DWLS x I � THICKNESS REINFORCE W 5's � 12" � 16" 0 C `" „ — � 05/03/07 EA WAY ) / # ALTERNATE HOOK DIRECTION 6 MIN Z 8x12 8x12 J � SLOPE SLOPE 4" (NOM ) CONC TOPPING � � � � SLAB SLAB ON WATERPROOF MEMBRANE �' Q N PER ARCH ON 1 1/8" T&G � ¢ � � � 8406'-0 STURDIFLOOR 12x12 POST U � Q o � � TO SLAB Z -p � �" � °' °' � I I Q � � pZr� M d a ° ����� � � ?� � � � � d o a� E�0 a —� ° a Z � � � � � X � O Q o.o. � g r � 8405'-2 1/2 � 5 SCALE 3/4" = 1'-0" � � � v�i ��� \�����\���\��� T � �/1�. oi���� . . I I � � S8 � \/� � � a X ° a z � ¢ ° � N N � � � � JOIST PER PLAN U � � � �n , 0 1 1/2" LTWT CONC , TYP � � � I I 1 1/2" LTWT (3)-1 3/4x16 ' LVL's (FLUSH � BOT ) � a � Q, o, CONC , TYP � .� ° 0 2�—� � °° SEE 3/S6 FOR ADDITIONAL 3/4" T&G STURDIFLOOR � o ° � � COPE TOP FLANGE 6 FROM END 4 DWLS x � m a O F B M F O R B M B R G � 1 6 ' 0 C � INFORMATION � FRAMED � oQ ° ¢ 8416'-6 — � � QQ � i� ° a G A R A G E F L O O R 2x 6 S T U D S � 1 6" 0 C 11 7/8A I—JOISTS PER PLAN � +' � � TO PLY ~ � � �v� b����� !�� b ��° TO BM. °`�"'�°�°� b °� `' °°�a �. °°�a °. ° 2x NAILER DRIVE—PINNED � 16" BOTH SIDES 3/16" WEB 0 C , TYP. OF WEB 3/16" BACKFILL W/ CRUSHED GRAVEL — - - 8416'-6 W10x26 8 8416'-3 3 4 T 0 PLYWD. � SCALE: 3/4" = 1'-0" T.0 STL NOTCH BOT. OF BM. END � 1/4x6"x0'-8 W/ OVER FLANGE (2)-1/2"� THRU—BOLTS � EA BM. S8 � �C TYP. W18x46 8415'-3 7 8 � : 6x8 12 T 0. STL " �6 BR� R' - NOTE: NOTCH END OF W18x50 � � v - - 1 2 xBM WIDTH _ FOR W18x46 BRG � xBM WIDTH � \ �, - 1 1/Z � � � —�- � � 1 1/2" � � 0 0 � a ° 6x8 (2)-3/4"� THRU—BOLTS ) W18x50 � � ALTERNATE SIDES OF WEB CO o � 0 3/4"� LAG, TYP 6x6 1/2" WEB STIFFENERS EA ' � 0 8, N SIDE OF WEB � � �—�- � — _ „ „ I � 4 SCALE 3/4 = 1'-0 � � J � S8 � � „ , ,> � � � 11 SCALE• 3/4 = 1 —0 � � � � S8 : - RAFTERS NOT SHOWN Z PER ,PLANATHING � l � FOR CLARITY � ` � � � r RAFTERS PER PLAN � ~ � � � �, 8400'-3 7/8 � T 0 STL BM. � � � 8x12 � . � � „ � SHEAR R W18x50 7 SCALE: 3/4" = 1'-0" 4--�I � 1/4x4x0 —6 , ,� S8 / �, •r--�i 1 1 2 LTWT CONC., TYP � � W16x31 3/4" T&G STURDIFLOOR � �, 8398'-4 5/8 ( I SEE 1/S8 FOR PER PLAN T 0 STL BM — — � I I BM /COL CONNECTION (2) NAILS (MIN ) i; 8413'-0 � I I THROUGH PLATE INTO O i. T.0 PLYWD. � � � I I EA LVL STUD �° d"� L „ I I HSS 4x4x1/4 HQ TYP � �1 3 16 � � 8x12 � � � ( I 8x18 RIDGE BEAM 11 7/8" I—JOISTS PER PLAN � -- 8" MIN z (3)-1 3/4x16 LVL � � �� SCALE: 3/4" = 1'-0" BRG R � � { S8 1/4"x4"x0'-4 c� g 3 SCALE: 3/4" = 1'-0" � - �����„� i� S8 � 3/4"� LAG — � 3" MIN. � W16x31 W18x46 � (I END h'• 1/4"x5 1/2"X1'-3 7/8 ° W/ (2)-3/4"�x6" LAGS (2)-1/2"� LAGS M P S � � „ , _. 3 4 � LAG esigne y o drawn by M TN � 3/16" (4)-1 3/4x5 1/5 LVL POST z checked by o� � 6x6 POST � ,,,,, 8x12KNEEBRACE � issued J � � 3/4"� LAG SCREW 2 SCALE 3/4" = 1'-0" PERMIT 05 � rJ �6 cn SIDE h'. FINAL 05/03 07 � 1/4x 1/2 1'-3 � �6 S8 � � o� SEE PLAN o T 0 STL 0 2x6 BLOCK W/ (4)-16d m NAILS INTO PLATE (1)-2x6 UNDER BRACE NOTE DECK JOISTS NOT � 3/16" SHOWN FOR CLARITY � 8403'-8 � T 0 W. ° I I sheet � 10x WIDE FLANGE BM � � BRG � 1/2 xBM WIDTH Y , PER PLAN � � x0'-7" W/ (2)— 3/4"� � ` U ° I I THRU— BOLTS, 1 —EA L � HSS COL � � SIDE OF WEB a� � BRG. R. PER PLAN „ W16x31 I I � 1/4x5 1/2x0'-9 1/2 3/16 I I ° „ , ,. „ , „ ii o g SCALE. 3/4 = 1 -0 6 SCALE: 3/4 = 1 -0 � SCALE 3/4" = 1 '-0" o . S8 S8 S8 �� � _ JOB #0603-09 � - �.' � =� - � � _ - - _ --- ---- � ._ . � _ -- -- ,,� '� - _ ----�- � .- _ -- ,�_ _.--- ---- � - --- ------- - --- » '' __ , - r- - - - - --- - --- . . _ � E _ % ,.M • _���t� `__\`� • '�� �``' ' ``~+�'__--- -'', � ���� _�^��'�� ---- � \�_�, `i � �r� ^ � ;i .�\`; �` �``- `'r�^ � fi �� � ' � � �,,. ., 0� � '� t i `. `�, —r �.;- � . � ' �° — . -I;�Y _________-=., ;;,:____ • � � -Y- �� � � � Nfi'ENTr � ��'` �� - w � � `1\ � =-�; �� ��--� � _ � � r � V � ,�`-------•-- ,., ,,-' `��;:,� .-� � � � " �"' �' y, � � C ;;__----'<.�� ,��,�; � � ; ' � � �, � _ �, . � � , ' �fVT __� .�__ ___--,, ��; • � r. c� t,r, cv � � � , t� � ��-- _�;' (� N N •�o � •�o n � N _ - � m �- ,- , o r - � .r X oo p �o �N - Q 1 , �, - � ._ ' �\`` r;��`.`` � + �. � m O M � :� '� � y� _ , �,�` I�' ,� O . � p . tN N , \ �., ;� .. . a� cL. 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No. 26598 / � , � � / � / � . / I / � � / � / � / � � � / � � � / � / � / � � I/ , � �, , / /� � - - � :� / � / � / � � / I GRAPHIC SCALE � I 0 5 10 20 / / � 10 � / W � 0 / / ' ( IN FEET ) � / � � s 1 inch = 10 ft. � / I � � w .�, / � � / / N M N / / Z Q � 8402.2' Q � �2g,p) � / � S� t;FNFRAL NOTES 1• . Q � � / h \S�f � 1. PROJECT BENCHMARK: SANITARY SEWER MANHOLE, INVERT ELEVATION = 8390,90 (EAGLE �� 3 � ^' 90� h �0' VALLEY SURVEYING JOB NO 1732 9) O � , / ,a• .. 95, ` � � h � (� h � 2. BUILDING TIES ARE INDICATED IN PARENTHESIS. V VZ � ^ / N � 0 3 p. �o I (� 3 TOAESTABLDISHUOWNERSHIP,CEASEMENTSPORFR GH S TOF EWAY OFHRE�CORDE S ECORD PROPERTY � � � ^ m a p. DOCUMENTS UTILIZED IN THIS IMPROVEMENT LOCATION CERTIFICATE WERE PROVIDED BY ^ � �' �n / � LAND TITLE GUARANTEE COMPANY, ORDER No. V50012754-3, D A T E D N O V E M B E R 2 9, � � � 4•0� 2 005 AT 5:00 P.M. / / � � / �C/ ��v� / 0 4�• � � 4. XXXX.X� DENOTES TOP OF FOUNDATION ELEVATION. / h �. / ss, � =� 5. BEARINGS ARE BASED UPON THE FOUND MONUMENTS MARKING THE WEST PROPERTY LINE � / � � ry BEING N18'29'15"E - 161.10�. � •� ¢�� I o � 6. N�TICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED ` � � � UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH � ^ / DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE � �+t� � / ���o' COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. . � � �6,p� R � ��� / �� 3�� � 7. THE SOLE PURPOSE OF THIS IMPROVEMENT LOCATION CERTIFICATE IS TO SHOW THE CENTERLINE / ��,� " LOCATION OF THE POURED FOUNDATION WITHIN PARCEL A, OTHER IMPROVEMENTS MAY EXIST / � ON PROPERTY. ROADWAY ��� / �L,� � h° w, PARCEL A / " RETAINING ,�� � � 0.0922 ACRES 8389.5' �.. WALL / ��a,, / R� 1446 GUARDRAIL / �}� / ,� ;� (FOUNDATION UNDER CONSTRUCTION) o � � ° ro� SEE NOTE 4 (TYP.) � �. 2 (PARCEL cF� � ��� ��0' / �5. 7.839 ACRES � `� ~ o � ��� o / �c�� � / 8407.4� n� , � ��� �� / 3 - � �4 Q 47 o t � 4!�„�� / 4 5� h _ � � �� �j o�i o Sg� ,� ., � ��` ��2 55, � SANITARY SEWER MANHOLE / �,� � / RIM ELEV. = 8423,7 �� o 02 IMPROVEMENT LOCATION CERTIFICATE / � / �)' ��4 / o I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED �'� � W N FOR DANTAS BUILDERS INC � S I �t �� / � THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS , / �' � NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE � �� J / 45' IMPROVEMENT LINES. � '��� ;� I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON � �� � /�24,4, � THIS DATE, 10/9/06 , EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE / L `' � t•0' Ss' BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS // � s63s3�'SF 30. o UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY � �� � ? ? i. � � EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED � �0,� , 3 p• � ��.�`� 6 (Tj 8407.5' ,�.i" ^ `Zp�� � Fj � �PpO RE6/sj �—== �,'t DATE:---------- � •• ••F�P ...o.. � � ���}j 'L`��,. � �0 B•�NT B/GC.��`O --ENT BIGGS-------------- i ,J J / �r�, � � � � OLORADO P.L.S N0. 27598 �� � �J� lS Gj� c • 4 _J C 7 / `�� FOUND PIN AND �4 � -, ° f 75 8 ° � �� � /� „� , � . �,� r� Z o� �, �-� _�, �,.. / `� / ALUMINUM CAP / �� l.S. No. 5933 ��� S6�•0� $ ��``�, S �� o �,' ,!' °� •• � �I <� ,,p •• A � �� t����t / so. � � , ���A L �AN� � �� � � � ° �� ����y �l � �O y4� / �tVf � / �E� P `J N / a�1,� / .� � �''�'� � PHONE MANHOLE // ���'' / N RIM ELEV. = 8428.3 � � � IMPROVEMENT LOCATI�N CERTIFICATE �, P � �i _ . � �� PARCEL A, FOURTH AMENDMENT TO � , / �44 52 20 THE RESIDENCES, � ,� ELECTRIC MANHOLE �i _ , AT BRIAR PATCH, �— � Y � RIM ELEV. s4�9.o R-194.16 TOWN OF VAIL � ' �_�,�, ����: L=152.06' b�` � `�'�~"i�'�� ' ` ' � � � _ EAGLE COUNTY, COLORA � b � � T-80.17 . �r�-'`- ��� � � � . / PARCEL F M w PEAK LAND CONSULTANTS, INC. � , f CH=148.ZO� (COMMON PARCEL) DRAWN; KD REVIEWED; BB � i PEAK LAND SURVEYING, INC. — SHEET 1 Of 1 a� 970-476-8644 FAX 970-476-8616 � CB N41 �2 'rJ�2 'rJ��E �•839 ACRES DATE; 11/02/06 PLC JOB#; 1435 O � 10Q0 LION'S RIDGE LOOP VAIL, CO 81657 f � 4. � .-1 / � a � � r ' i � _� - , ' — -- —' � — ��. 1 .., , �,�, , , r . � b � ,�.. , / � a=8'21 '10'► � � � � ? � R=1333.51' • � L=194.40 � '� � � / T=97.37' � CH=194.23 PARCEL F � / (COMMON PARCEL) � CB=S23�09�5���W 7 839 ACRES � FOUND PIN AND / ~ � ALUMINUM CAP � _ / � L S No 26598 / � � � , ' � � / � / / i � � . . , � .� / � � � °� � , � � � - � � � � � � � � � � � � � � � o , ; � . , / � � � . . , � �� - � :, . � � � .� � � / � , ' � ► � , , ' � GRAPHIC SCALE � 10 0 5 10 20 , � / �' / � / / v � � O � ( [N FEET ) I � / I o 1 inch = 10 ft. / , ' T� / / �w � � � , / N / N � / N / O O / Z �Q � �26 0� � / ' , • �� � � ` S7���4�y GENERAL NOTES � .� , / \ E �(/ 4� ti 90, y � 43Sp, 1 PROJECT BENCHMARK• SANITARY SEWER MANHOLE, INVERT ELEVATION = 8390.90 (EAGLE � p I � / �a' � � 9 � VALLEY SURVEYING JOB N0. 1732.9) � � / 5' � ""`,, V s � �� � \ 2, BUILDING TIES ARE INDICATED IN PARENTHESIS. � � . � � � I ^ l � �I�LO� 3� 3 PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY �� n� � � � TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD. RECORD �" � � / o J�� DOCUMENTS UTILIZED IN THIS IMPROVEMENT LOCATION CERTIFICATE WERE PROVIDED BY � � I � � 4�� \416�, / 2005 ATL5�0 pRMNTEE COMPANY, ORDER No. V50012754-3, DATED NOVEMBER 29, � ,((/ �t�� l 0 4 p, v°. o v�jtl , � / � 4. BEARINGS ARE BASED UPON THE FOUND MONUMENTS MARKING THE WEST PROPERTY LINE � +� p 5•S� ^/ ,.,\ BEING N18'29'15°E - 161.10'. , / � t� �� �y 5. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED � •� �� / �/ �- UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH 47 �' ° � DEFECT IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE � ��€' � / ��,�y ' COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREaN / ���� ��0 6. THE SOLE PURPOSE OF THIS IMPROVEMENT LOCATION CERTIFICATE IS TO SHOW THE � ' � � 1•�' C J�� �s�) LOCATION OF THE POURED FOUNDATION AND FRAMED RIDGE HEIGHTS WITHIN PARCEL A, I ��� � A• /✓w CENTERLINE / �� � OTHER IMPROVEMENTS MAY� EXIST ON PROPERTY . _ -.- - - � ROADWAY / ��yP � / O p 84�7S, � /�N �74 g, � ����+` h � � � � /� ��w , ' RETAINING � "�' . WALL � ��� � � ' ' � � / GUARDRAIL / ���� ,^ p � � � Lo Q �L � � ��� �' � ;i Q �'lav �'� PARCEL F `n� f i � � (b �c/ J � �y �� � / � 4� � � �� 4 1 , Q c� (COMMON PARCEL) / '�� 0 � �S. o� /c� 84� 7 839 ACRES / � / � �.. \49, ✓ O �J O � ��s � � �? PARCEL A �' �`� pL �: �;,�1�� � � • � °�,Y �'� 0.0922 ACRES � n � �`"� Q�' � / p / 1� ,�} � � ��� �c� / ^ �N 1446 45. ^ � , / �,�� Q � ° S5� f�4�� (BUILDING UNDER ;� � � SANITARY SEWER MANHOLE � ���� ��� / SS' �A��� CONSTRUCTION) � RIM ELEV. 8423.7 / �,� o� 84 � IMPROVEMENT LOCATION CERTIFICATE � �� ���;� / , �t T 2�� / � , � � ^ �,ti,�� �� ° '1F Z/ � �%� I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED �j� / S � ,�iT �� �d` ry FOR DANTAS BUILDERS, INC. ____ , � t / �"�;�� � / THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS ,v / ���� J +g� NOT TO BE RELIED UPON FOR THE ESTABUSHMENT OF FENCE, BUILDING OR OTHER FUTURE � �,���� / IMPROVEMENT LINES � / ��` � (24 0 I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBEO PARCEL ON � ' I �� � / 4J �,a� � � �s, ' THIS DATE, 4/10/07 , EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE / ,�,, S w to(,� w BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS ,1 �� 6•�$ , 3p� O ' / l�t�' 3 JS�F �/ tl,� UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, � � �i cb/ o � EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY � ��0� ?3 � ^ , EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. � ��� s•�n�� °' J `Za�1 �p RE��sI ��`� � � ��Q ..�e... F9�, / ----------------------- � : . , � � �,�' '!'� DATE•_� I� G 7 _ �, :'NZ B/G'�,+'+,� ' � ,��7 � , f BRENT BIGGS c':m� � S 6�- �/ �`�� FOUND PIN AND s`�� �y� \ COLORADO P L S NO 27598 �� 9g :y � ` }� / ALUMINUM CAP � / a'�N � � ��; L.S. No. 5933 � �p0�3 •... 1� ���A L�.A� / ' �/ �{��� / ��- 56 / ,,°r' � �RaJ�Ui�ltt� 1 .1.�, � . , / ���,�,'� � / �t / - � � ' // �� � PHONE MANHOLE / �'�� / RIM ELEV. = 8428 3 � �;�'� � � �� / �-�;,-,s.,, ; ,� ,T ,� IMPROVEMENT L4CATION CERTIFICAT� P � a=44'S2'20" r ,q� PARCEL A, FOURTH AMENDMENT TO �<' RIMEELEV. M 84 9L0 �� J — � �� ;�_ THE RESIDENCES, AT BRIAR PATCH, � R-194.16 � �'� �� �., � L=152.06' �ar y_ _ � � o,� TOWN OF VAIL PEAK LAND CONSULTAN�TS, ��. ' � T=80.17' PARCEL F Rn � � -� - - -_ __-� EAGLE COUNTY, COLORADO —"---�-------- DRAWN: KD REVIEWED: BB / CH=� 4� ZO� COMMON PARCEL k � SHEET 1 of 1 PEAK LAND SURVEYING, INC. • � ) 970-476-8644 FAX 970-476-8616 7.839 ACRES ,000 uoN'S RIDGE LOOP VAIL, CO 81657 CB=N 41 �2 'rJ�2 'rJ��E DATE; 04/02/07 PLC JOB#; 1435 1 1 � � a \ � �i � � r _ � r yr� *� / � / � � / 8409 12 � FINISHED / ��•��'� O" GRADE / / s4os.�s / R=1333.51 ' \ � � 8400 0 � L=194.4�� PEAK LAND CONSULTANTS, IhC � 409.30 T=97.37� PEAK CIVIL ENGINEERING, ING. 8394., PARCEL F 2�-3� DIAM. �; / 840 3 84 21 � 970-476�844 FAX9TU-476-8618 BOULDERS � �� /� �zi � � CH=194 23� �� 1000 LION'S RIDGE LOOP VAIL,CO 81657 � (COMMON PARCEL) �`¢`� 4' MAX � � � C8=S23 09 50 W 7.839 ACRES ��� 4 CONCRETE PAN � - - �� 3/4" WASHED ROCK x� } � :`1 30' �_� - . _� . - _ 839 .7 � c � � l � -, �� z � , � ,� / / 841t�,36'� ' C� MIRAFI 140N OR '�� � �'� � 8 1.1 , EQUIV. GEOFABRIC �s 1 I MIN, � _ � + / � „ r FINISHED '+�,�; 8402 4 GRADE / , � ' = �f��Q�'�� � 38 � BOULDER W LL S-BU LT L CAT ON �' ' S'.�+ ND S OTS 4" PERFORATED PVC �/ 841� 81 � � '� ' ' 4Q7. �� ' / , ,�` , , �� ���� r, DRAIN TO DAYLIGHT ` 8 1 x, ,`�� , , , � � / � 839 8 BOULDER SLOPE DETAIL � � 1 � - � ' ��.T� �� , ' ,'�' ' N.T.S. , �/ � ° :'���;i."'� '.� ��} � �8. cn I / � Q� , � � ' '� FLOWLINE � � � �t� 4 W � �8 11.87 ' �.�p.�� �o _ � 1 (� 8392 8 � � /:. F� �, $ y ' � -� _ / 403 3 6.� � � , ��_,z - � ,,,.+�,, 84 � fi� �r -� � � ° , ' �� �xFG _ g --� 839 4 �` 8389. C� � � / , _ - 1 .5j o , o � o '� � / I _ _ ` W � 8 8.7 '3$4.8 � � , , . O - -i , , V, � / I ��.� , $4 ,42' ' 8403 � 8388,6 C> � ' z END OF PROPOSED GUARDRAIL sa�a.3s ``� // �J f ' '� �° �' FG � , $ $, � � INSTALL END ANCHOR/POSTS PER Q �` t G ARDRAIL � � O TOWN OF VAIL STANDARD 8414 02�f , �o, - � , e � Q � � RE. AR H � Y 0 Q - / , , n , � 84044 RE: STRUCTURAL � W � � 2.� �_ �, , f, � ; roo w � � qk „ , `�'-' ' l � � ., � / � _ 'F , � � , 839 � Op _ , 385.1 � U J � � , k P F ���# �- `� � � �-/ p� O Z �,�a,, ,,.,,,, ,�;����;�,,� � , w / ��� � �r�'^'�i � / � ' 8399.1 � r� �' � 8 92.2 � ,' �' � - � `� �/1 , � L'�"' �--� � / t3.3 I . ����� � � 8392.0 � � LIMITS OF DISTURBANCE � j Q / ' �' � , I�'`� � g .'`''� �^ + _ ' ','� / r 83 8 6 8 6.4 � � m � � � 6. „ ` � � �FO .9' ''� _ ,' / f,', 8398.7 { � � �8410. 4 �84� 7.18 ,- �� C:`� � 8407 1 � �''?�p�`,,` 'kC `8407 8 8398 5 3 5 7 SILT FENCE � �12,p' BW �' _��� �,� � 1� �"��" � 4ot.a 8393 8 � o INSTALL ALONG CONTOURS � GRAPHIC SCALE 8416�79 ���' �$40� .�� 83991 ^a3 s.z , � � � � Q 8416.45 � 10 /� ` ,, � � j -_ p �C% io o s �o zo ao Q � �. C� ' � / � � / ,. t �;��,(a , � 8 93 7 � �l � / � o t '� ' . 8 99.5 8389� O ( IN FEET ) � 3� � � 814.9 ` _ \� 840 .9 � 1 inch = 10 ft � �c� � F ���1 , 84Qg� 839 � � 0 8412.14 + FG a} � ���„ '� � � �8406 2Q 8393. � � V � � 8 6.1 ?. ;� , FG��� \ / 402.1 � � B � , ._ . , � ,_.--- �� �"'` x$400,25 p 4 � t �o \ � ' / ' � �O/ 4Q6.3 ' �G I -�`+� � J / / 'F1 4�� � +y - 8'40 7 � / v+ m � �,,� � / 1 � � � I ��,/ , � ,� � � � � � < i � � � END OF EXISTING GUARDRAIL g419,27 / .►�'`' ° ' , �� W REMOVE END TREATMENT POSTS f 841 .60 ,`r�I � •1� �` � �f '' / p INSTALL 25 GUARDRAIL TO MATCH , ��g .l� � ,! ' , , , / I EXISTING � �' � � � ' ' � / 8403,00 / / ���`�' 8 12.01 � � � �'� / FG � l jh4i I � ( �., e� �H4Q6.i .� � /\ / a�£:iv W06� 1,�� t ;' � / � �,�� ; ' � ' \ � � ` � / � �' r r,,�Yi � , � CENTERLINE �D � «`�� ,,gA�QS�9'� ' / / �y � � � m � / L ROADWAY 8419.79 "�+;t =' ,, F ,; �' ' g4q6,�8 / � ' ��'� � �' 8 2.50 � ,�,`�� �'r' �,;`; FG ,r' F ` • 2�, + ' 1 RETA�NING � r�;°� �';" � 29,; � WALL I =iti� / � 84 .-�"�, ,+ / �' � ,�,�.� �`, ' !i,T�y'��� 8,2�„ . / � ¢ GUARDRAIL / �,{� � � ��, ��,, / � �`t�� 8 11.90 � �,,,; � � r�� , � 2 PAVED SWALE '' ''�=''�r{'�' � , / � � ,�' ,,,��, ,�', ,f',�,'� , 4. 84 7.00 � �: � ���'� 8405.9 �Q�•�0��,�k, �! = FG PARCEL F 36" MIN FENCE POST a z W 8446��8 �4'irS�,y�,�r; i r* i �� � � � 8421.85 � �` ' - -` �` �� g p ,g� 406,�0 (COMMON PARCEL) w �r , � � �`,, ,F , 1p. .�` �� '' � , T ' � ''F� ,, EOA / � 7.839 ACRES WOVEN WIRE FENCE (14 1/2 GA. MIN,, MAX. N ° �.;�;,,,r, � � � , ` r°,;,,,`�, ,,, � � ; �,� 8406. 0 SHOTCRETE WALL / .'��� � /; f�d Q"� „ � , ' "����-,, _' '� `'�' ( 6" MESH SPACING) WITH FILTER CLOTH OVER � � m o z RE;STRUCTURAL #� sao .87 r' ° �� � _ � � �' ' �� f � 2o MIN. , v, o " � � ���, FG ��4'� �",� ' � Ii s� �"1� �f�qR L A , F� UNDISTURBED GROUND J ¢ 5 ��q, _ _ � �;' � � l'� �/ � l � �_ -� a;l� � o.os2 / Q � � ,�� � ., , _, �� W / / ��v �_ � ' ' 8 05,J8 ' , , ' ,�`t, ,' c� F � , � � / � � �' I i'"�"� �'j'a��'�z'4 • � f�, ' _ ,'�', 'F� `�3� EMBED FILTER CLOTH 16° MIN. N w SANITARY SEWER MANHOLE 8422 �2 ��`�a `/ = c�"� o„ , �' , � /' '� � � , MIN. 8" INTO GROUND � o RIM ELEV. 8423,7 � ��� '"_ a,.,,� �/ ' �`$`FOfa•tt / 8�q.p5 3 / � ¢ � � '�� '- - .9 � � � ES _CTIpN � � / �i'��` / �- `, ��� /-/ � � / F� 406. o 0 I / WOVEN WIRE FENCE (MIN. 14 1 2 GAUGE ;���,��s�.. �A��� 1 ,� � a�. � � OA S / @�� ty' }� ' f i _, � i� .(, ! ' ' / / �'�Y� ' ' �" -'��y , , ����/ �`"'�� � � MAX. 6° MESH SPACING) / � � � . �� / � � � W � / �y�`�'� 8 11,78 = � s ; �F �R��. - � - • / / �� 10 MAX C TO C 36" MIN. FENCE POSTS, \ N � / �<r �,; ;���� 8405.7 ' ',,._,, / DRIVEN MIN 16° INTO Q � �.�a W 5.78.� FG ` GOS. ' �, �� , � � r � � GROUND � � _' � . , � � - = ' � ' ` 84 b.7 �� ',° ' K?; 'F ,. ���� -h;,�, ,�Y,, � � � o 8424.58 � .��`,� ; ,`� �; `-"�� �'` ' `k �r> x ,c�, ,��� „ry `y,`� r .� i�''x,r � � � �� t � ,'�Q / � �� . f r_: , >�,�:, ;y �- ,, -, � �; N O / ���v - _` '�� - 840 , ,��� ''%'�� 7�; �'�> '�1✓�� �°F �C ', -`�,1�"'�~ - z- x z �',�p 84 8. � `� / ` , � 8 05 9 OA � , �� ' ,� ,,�, ,� � �� r� �, �` t , 5�."' ��`,� �� �` ' -�'i iti;� ,� �S � �y '`r�• :r,. � � � � � �A � �y ' � x�'�, ry� y p;�'�n � ��' HEIGF�T OF FILTER � �1i u��- , � � „���� � � � �"� �' �'`� ,-� � ' _ ' N. 9vwd�a,v, - � � � ,. F� t� ��1 �� �J, � �'%��`x., ;�, 1 � ' "''��" �'��� 16 MI ,0 �, -- � �,� . `_ / � ;�: ,�,�,,h' � ��` ' °'� 00 REGIST`°� ��' �, �, �,} �� � . '�� ��,���`�� x �'�` � . �. P Fo � � ' tiv �.� : pQ F� � � �,���z _ , , � R8. / � � s ', �� y �o � �, /' � iv 8" MIN, 8425 47p� ���,� 84 .68 - _- �!3 - WINDOW F�'� ��,�� �1- _9� _;,,_ � ��,,t�'� Bw - r - � E: ARC � � � I -v 3 �.� �` � �.� s ���s sa.a .ss � � + � : � . 32 . � �, " " F '; / / ��`��f T �p4�, `5' '`' G05.92 PERSPECTIVE VIEW '�Oi��S '� r`�`� " � ���'� / ✓ � CONSTRUCTION NOTES FOR FABRICATED SILT FENCE �°�o,+S/���,L�,,,+`�_ // j'��� / O � 1 WOVEN WIRE FENCE TO BE FASTENED SECURELY TO POSTS: STEEL EITHER T OR U TYPE OR / � / F�°� � BUILDING FENCE POSTS WITH WIRE TIES OR STAPLES. 2" HARDWOOD � /� �� DRAWN; LML 8427.36 / �°,� / TW� 403,0 S ENVELOPE 2. FILTER CLOTH TO BE FASTENED SECURELY TO FENCE: WOVEN WIRE, 14 1/2 GA. 6 ;��. BW,8397• A� TOP AIND MIDCSECTONTIES SPACED EVERY 24" MAX. MESH OPENING. DESIGNED BY; LML PHONE MANHOLE Y� � � RIM ELEV. = 8428 3 / �"� / Q ' 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH FILTER CLOTH FILTER X, MIRAFI 100X, � �' i � 1� / � .�IS OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES STABILINKA T140N OR APPROVED REVIEWED: GLA � / � /� � � AND FOLDED. EQUAL. � / J ` � RIPRAP PRO � � , PLC JOB#; 1435 � 2 CONCRETE PAN 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND PREFABRICATED UNIT� GEOFAB, � P / r Qr=4-4�'rJZ��LO � _' � MATERIAL REMOVED WHEN "BULGES" DEVELOP IN ENVIROFENCE, OR APPROVED DATE: 5/17/06 d ELECTRIC MANHOLE �/ . / � � � O � THE SILT FENCE EQUAL. s RIM ELEV. = 8429.0 / R=194.�6� M� 5. SILT FENCE MUST BE INSTALLED BEFORE � -�-, � 8428 04 / � � L-152.06� / BEGINNING CONSTRUCTION. SHcET � � � T=80.17' PARCEL F S�OPEER SILT FENCE �-�- x N.T.S. �. 8429 46 CN_148.2�� (COMMON PARCEL) / � �;��D� • � �� 7 839 ACRES � � / CB-N41 25 25 E �, 1 . o � ' � . � � - � � 6 ° . 1 n i - - -- - - -- `_ . � . 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PP ' m 1 1 � Ghecked by A4.1 A42 A43 � �- - ---- �- - _ ___ Drawing Title 10 � 8 �1 6 5 4 � 2 1 �ower �evel t , Floor Plan . ��.03 aG � � �� . Sheet Number: � 2 �� . 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A4.1 A42 A4.3 _ _ Drawing Title. 10 q 8 �i 6 5 4 � 2 � � r ^ upper Level �- Floor Plan . � ��.p`�.a� �_L �/ Sheet Number: � 2 �� . � - Ui��'�� L���L �LOOiZ �L��l �o 1 SGAL.E ya" = 1'-O" r\l / ,� . r 10 G 8 � 6 5 4 � 2 1 � � � N �- N ONc'� � o0 NN �O � �O oO �t' � � O 1 1 1 � :�' X � � �O A41 A42 A43 � p�pQMpN. i i i i i i i i i i ^ � � N � O LL � � I I I I I I I I I I O � � � � � � � � � � � � , . � � 3 I I I ( I I ( I I I ' `� � U `� v� o u, � � � � � � � � � � � - ;��t�"c � +Zt � � I I I �1 I I I I I � •— � 2'-6" I I �� �� � �b�. I I I I I ��_6�� 2'_6" (n r- � � � � � � � � o � � , � � � , � � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ + _ _ �.� _ _ _ _ _ � __ _ _ __ _ _ _ _ _ _ _ � _ _ , _ _ _ , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �� T O PLY OOD � EAVE I I I I I I I 8'�2 8:�2 I ( �^ EL 8425� � ��2�� � 6 12 W 6:12 ' , ----- --�- � ' � �L / � � � � - ----y ----- --- \ - - - - - - - - / / \ � � -� - _ - - - - - - � / ----- - - - - - - - -T--f- � - - - - - �- --- ------- ---- - / / \ � --- I � ' 6•12 w 6:12 ' i i T � i i i � i ' .' ry i `. i i 1-- --- , 8:�2 �0 8:�2 � ------ / ry • i - i i i � . . ` �-------- i � M _ � , , Q� , , � ,� , 6, � ` ' - - - - ' - - - - - - - - - - - - �,t _ � _ � 1 T_ _ _ �L�� - _ _ _ ,..{ _ � •• � � I F � ry �r -� ------ �------ - -� � r I I ----- ------------------- ------------ - I�I / i -----�i-------- i � � I � � - i--- --- � Q /n'• � --- � �-1----------- --------- L� I tY � � � � � ry �i� I }- dJ � � � � I � �� I �� � r------------ - --1 L L � - - - - - � �� - - O �- I I - - - � - I � - i I I - - i - - ' EL 841G'-8 1/I -F— - � - - —1- - - - - I I I � r---- ---� � L-----, � � i i i � � i i � � � i i i i i Q � i i i � `� Q � � / - - - O - - - f-- ------ -------- � �}-----, � � � � I ��-------- � I------ -�--�--- - --- i - - r j - �!--- ----------- -------- �r---- - - � _ - - - i - - - - - - K � i-- � O dJ � � I i---- --i I i � ry i Q � i � � I J I I r--- 1 �t , � i (y �- w i i I i i i i � � i � � � � i I � i `.: i � - � f nvJ � � i � � i � �t i t- i � i CV i } o I � � �� O PLY OD � RIDGE , � V' � I I � i I I � � j � .t i � EL 8430'-1 1/�" O PLYWO RIDGE � I (y I � � � I � � � � j I � - - - - - - � - - � s4�s� ' � � �- .. -�r � - - - -� - �- � - - -� - - - - - - - -- - - - - - - - J � ' ------- ----------------- ---'-- ------ 7 ; i i ; r i i i , i I I I I I T O PLYWOOD � RIDGE L__ J i � I L--------� � � � � \� I ry I I III ( EL842G'-'11/2" I L - _ - _ - J I I I � I � \ � � � �I� I �� I I I I I �T O PLYWOOD � RIDGE j r - - � - � � � �� = i � i i � i i (V i i i �_ � �' 424'-�0 ���" � � N � i�-- --� � I o � � � � � � � � / � � � � � I U � -� � � � �I � I � I � � � ' �9 I ; �3�0�� � l�- •• I � � � � I \ � � � � m �I� I � t i i i � I I'� � v � � T O. PLYWOOD � RIDG I � j � j � I I � -� ' �� i i i i i . i i i i i ry i i i i i i i �---- �.s 4 i s'-6 1/2" � i i (�1 i i I � �f 1 -U _ \ i ii ili I ii i � I i ii i I ii ry i � i � i � •• I ii I � V J � � \ i i � iii i i i i i i � m i i � i i i i i i � (V _ � � I � O i ii i i ii i �- ii i � i -�-- i � � p � \ r_ � I I I I I I I I � I � I I I I I I ry �---- ---�� �� L i ��y � I L---- --IFJ------------------J �- ----- � � � � � � � � � � � m � � � � � - - + — � � o .o � o ` � - - - i r-- - - —� - - -H— - - - —�+-+- - - - 7 - - - �� - � - - � � � � - - - i-i -t .. - - - - - � �- - - - - - � +- � N � . � i i i i ,-0, i ii ii i ii � ii ii i f'� � nl � 00 � \V � � �[ - � � ,,� i �-0� i i� i i i � i i � i i i � � i i � i i i � i � � N . - iv �-� i i i i ii m i � i ii i ii ii i � i �/ � � �-- � � I I I � I I I I r -- --- - -L---------------------�--1-- -�-- ---------- , I I I I I � I I I � v) � Q� }.{ - - - - - � � � - - - ' � - - - - - —� —:- - - - - - �"� � r� -_ � I T O PLYI^IOOD � EAVE (V � I ��— �_ � � � � � j T r� � i — i i i i i � i i �-0, ;� � i i � � • i i i `� � i I I � � U � U � \ � EL 842"1'-"I" � � I I 1 I I I _i � I I I I I I Q � � � C� . \ i " I I I I I I � � T O P L Y W O O D � F�V E ry I � I I _ I I I � � --- � � � � '� I I I I I � � � EL 8424'-10" � � --+�-----r ---------=------------�+-- i � : i — J I G � N . . � � -�� - - �� -� - - - - - - - - - - - - - �� � � � G - - - - - � - i - - - - i ----- -i i i i- --- - � i � � � � �;��\ i i+-i— p o —, I � Q '� � � � ' � ��__ �p � �_ __________� � �p � _ � - � � � I I \ � _____ ___________ _ _____________ ___ � _ _ _ _ _ _ � � �/ U U -------r----------T-- ---- i i ------ i � � � i i TO PLYWOOD l� r-r-- ^ � f -r � `p = � - - - - 4 -��- --i-i-- - - -�1-- - --�-L - � - - � � t � \ I L L_-------J J � I I L _ I I � I EL 8421'-4" I '� � � � � � � � '� �-- T-------- � - - I � /1 I � � LL I-- � � � \ _ I I -0' T PLYWDOD � FAVE ' ry I I I ( � I � �� `�, I � � � E 8 4 2 4'-'1" � W u� �- ---- -----� � r----- � - - - - - - \ TI�T-PLYPI���AVE1 - -0 - � - � i - - Q - � - - � - j iU - I I �--------- ------------�I I - - - - - � \ E 8415'-9 1/2" � ��a � ry �I� I � ry Q I L " �-0' s— r' R� -r------------ 7 t-------r-� I �9 ' � � . _�� ; Q _ I .� I � ; � 8:12 �S: 2 � � I � � � - i _ ; --------+-------------------- ------------------+---------� i _ o � i i Q n i . D - - - - - - - - - - - - � - - - r - r $ - - � _ ---- - - - ---- - - - - - - n � � � � � � �� � I I � � � � G , � , , --------�+-------_-�----- ----+---------,--;-------- � � � � � � °- � - - � - - - � - - - � - - - - - - - - - - - - - - � �-----------� � I �-------I-r — I ' - - �� - - - - - - � - I ( 6 �------------- �--- ------� � � ��-0�� \� � � 1 � I I � W I Z ' � B I �\ I � 1 � :D I I � --- -------------- -----�-------- -----�----- _-----4�-----_- --_----_----- ---- j - - - - - - - - I - - - - - B - - - - - - I - - " �\ � EL 8413'-3 1/2" n - - - I - - - -�- r r i 2'-b' � � � 1 I I I � � � d- � � � � � � � , I � �-- - � �------ ------ ------� �----- - I - --------- ------ -- -------- --------- 1 - - - - - - - - � - ,� - - - - - - - - - � - - - - - - - - - i �--------- - �-�'�--- �L� - -_______��- - - - - ,bc 155ue Date i \� i i i -I � �i- -i� _ I ry �i I i� � i � o�io�iob \.I � �j: 12 �:� � Q � Pj:�2 � :�2 � DRB Submission I X\ I � � � � � I 5ite Plan Review I I - = 02/01/06 �- - -- - - - - - - -- - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - � I I I I I I - - - - � - - - - - - - - - - - - - - - - - - - - -� � -- - - - - I I I I I I I � I DRB Submiasion 03/13/06 �-0, 2�-0" 2�-0" 2�-0° 2�-0�� DRB SubmiSSion 03/2W06 I I I I I I I I I , Permit Set 05/16/06 I I I I I I I ( I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I .1ob number 0506 i i i i i i i i i i �,_ _ Drawn y. , , � -,, - --- 1 1 1 � • , Ghecked by A41 A42 A43 -- Drawing Title. ' Roof Plan 10 q 8 � 6 5 4 3 2 1 � ��(.�g,o�, . ' � � , Sheet Number: � � - z �2 .4 �ooF ��� �° 1 �y SGALE �/a" = 1'-0" \ \, �� � r � ' I� I� N � N Uo � � � � NN �O � �O ao � r- � O � � X � O �O � � � O � �i 1 1 � � � Q N � O A4 3 A4.2 A41 O � � � O� L L � � EDGE OF BUILDING EN1(ELOPE � � 3 EDGE OF BUILDING ENYEI.OPE � � w U � 1 2 � 4 5 6 � 8 q 10 � � � � � . � � � •� � i i i i , i • i i i i i i i i i i i �n1 o j -' � �6 6 � 6 6 � _ _ _ - - - - - - - - � - - - - - -- - - - - - - - W I I ( I I I N- - _ _ I � I 12 I 12 I 12 I 12 � I i I i i i i i � � � �i i - T - i _ _ _ _ _ __ .- � -- - - - - - - - - - - - - - - - - - -- - - - - J - - - I _ � T O PLYNlOOD � RIDGE � 3 3" H E I G H T L I M I T A B E E X I S T I N G G R A D E � - _ _ _ - j 8 4 3 0'-1 0 1/2" � ' � � � ( ( � ( � � �� � ' Q I I I I _ I - _ _ I _ _ _ - - - � I I _ _ I I _ � I _ _ � TO PLYI^lOOD � RIDGE � -' 'L - - � 8428'-'7 1/2" T O PLYI^IOOD � RIDGE � - '- � � EL 842'i'-'1 1/2" - - - —t- - - - _ _ _. - _ - -I- - - - -� - - - - � - - � ' ` � � 2x WOOD RAKE 8 C.ORNER BOARD � - - --- - _ I_ _ _ _ _ �_- - - - T - I I i I ��. .�\ I I I - - - TRIM (TYPJ �' � `. � \ GOLOR- PRATT 3 LAMBERT _ - - _ _. - I �� �� F � � � � "NEW BARK -3-13'1" 5TONE GHIMNEY GAP � � � � � .� � <��< � WOOD HEAD d 51DE TRIM � ��'r` W`' S1LL � WINDOW I ' I �:; r .;.� � � � � — � � �"' � � :�e _ _;�>: �� r.$,, � I I I GOL.OR PRATT 3 LAMBERT ,::.;^ x^�w; ,:;a s < �:; �,yt= � � „N � �;;�,, �,�;. t:a�,�N �a�,. ;�!�r' ':,�,:;: _:�;, EW BARK 3-13-I�� I I ;'' _ s y;'a , � I ;��#` I I I I I 1 I I I � { ; . �^<;',,r" �:�`` �`�, n �::, �.,':.' ;4g.; �;:,>i':" '.�:;:; I °'�"`' I I ��_' "" HORIZONTAL YVOOD 51DING >�::�: �`�� ,,.a:: �'�` I I I I I ( c' a>>.. "` : — �;� F.» I I I I I I t�"� �s:. 3« "'-'�` ^'' �`;'}: I I I I I GOL.OR PRATT d LAMBERT ASPHALT SHINGLES � I- 1 S I 8 : °" ' ' y::3. .2.1':^i ,�:;N S;'� .>� .J::: 11 ;3::;^• � � 'iiu.�.A;sn �:;7 '"'i:i�`,� �.:n:;�< >:,ii>i, � � � � � � _ :ERTAINTEED PRE5IDENTIAL SHAKE TL ULTIMATE I I I - - I �t:; :#:�:,�. � � I I I I I I I � "MAPLE'S BARK 3-131 GOLOR- "AGED BARK�� 12 12 ''�`. €>��` A;�'T�; �;�• �`'�' ��"°$ I I I I I BOARD B BATTEN VERTIGAL I I � ~ _ _ _ V _ I I I I � 1^IOOD 51DING f�•' ',� ` '�-��• I I I I I GOLOR- PRATT � LAMBERT T O P L Y W O O D � R I D G E � - �. - _ - - _ - I I � I � EL 8416'-10 1/2" � I - - ►�, , ' .' ` _ _ i I I I I "ENGL5IH OAK -3-119" --- i y' I I I I �T O PLYWOOD � UPPER LEl/EL I- - - - _ �� _ � . - - � - - - - - - - - EL 8416'-6" � � _ � _ _� � PLYWOOD � UPP 8416'-6" nl -i � � - - W i i , � / - - � � ` ------�T---------------- -- -- - ----- - -- -- -- - ---- --- --- ; U f � - - I - i i � I i i � � _ ^i ii i . . � � ( � T O PLYWOOD � BEDROOIrt �1 I -_� - I ,,,:: .:�,:: �� �� I / � I - - - - T O PLYWOOD � BEDROOM�1 V EL 8413'-0" - ' - - - ^�t r`�'`=�' - � �..,. ..,_, � I I � � � � �.< 8413'-0" t >:� ,�, y�'> I - 2x WOOD RAKE �GORNER BOARI7 . = - -- - - - _ - -- - - - � - ?� ��'`�' - �% ��'`� `�% "� � � � � � � � r=�t�;�:<>.. :: i � O i::»a.`'Fy�.'�;a<��£?r�,�:.4," — ,;,u:.��.' • — — _ .::•.� ,`>vF _ � � / \ � TRIM �TYPJ �s,,, u%�;.°v,�:51;: _ ' i:'.i.' s.e. � � � O ' _ , �; E>:.� .h <b I t':�:. y � ��: l> � .s .3:^•!`•,[p� .G.�. I _ �i�:• ,.#..5> � � • � GOLOR PRATT B LAMBERT ,:w>`y'µ'" - � f',r,,..'��;3:�';�" � 1 I >`r�:�a+. <'e !'��3.:;<:lr;�t '^;�4`". I \ I � O � � - "NEW BARK-3-13�" � .;�.y�°,��;:�:��: ,:::�:h`~ ::�`> � _ � I I � � -i- 'C N � I .. ... . .. . ".` - - - - � i � � ^1 � m � � I I � � ;.t,_ :.i�:::::: 1 I � I I �� � � N �L I s `" �r I 1^IOOD HEAD 4 SIDE TRIM � � >.'�:'� _ ;.F;�_ "_ _ _ I i I � � � � � , t'�.z ;xa-: :s�:>: :z�.:. =:s�:s I — — _ � _ � 51L1. � WINDOW ;.,.� �;;. H�;:. '>�., I � /�� n:�,::, �i,,. i � i ,�. �a:.>>:: ��.;:' I i ,:�F>: I � �'! `tSY'>�, �/� >?:?3. W '.:'vT�'•'v ry.> � .vi':£.. �/I �'::?k<' >;F.* :,.$��i6's',:'r. - ;c4".` �u>;"si'' <or;, a�� _ � — �C'i": .�, �f;?''_.: $,� GO OR PRATT 8 LAMBERT �.�....x. ,��' ^` � L _ _ ;,�:: ��;> - - - - - --- � i — .s:.= I — — rr•,: —— —— — I� I I `') I - - � �.a:::> _ .;.):i. ;;��:;� . - I� 2i`+'. W ����::: :..'�t�:.`in��:�,+.�. � � ��F�'r.'S+'` � �/� � � � '^ "N BARK 3-13'1" .:� ' O EJ^l "at: �>s�"� '>=:s,>>� ,��:; ,� _ I U r�" — — �/ / ;,�,. .�'ii` _ V I *�:;,�uv'i';,��i � ;a%3'' .;x:".. .:3�, � � � k^1 — � �.. �:,>< . U "::k' � ..r..? >oce!:r o9:'r s.l*'`?: ,.a, � z9z — -- _ ::5.+"' ��'���� � � _ _ _ .,,t_.. ..,'�.`:?:i!i: ,y`" _ ,��;� � <.�?:,,. � �> � ::'i�' ,:k�; � � '�x-�� I - I / �O r;;�� I I ;3<.,. <'d� �� «. :ik T O GONGR T C� GARAG � E E E � ;:;�; � T O GONGR T c� GARAG >>��'� E E E I N - - - - >.°�.>.' - - - - - - N :��:=::< _ � � � - ':�:, . „r �::e:�' — T � .0?33;::z. ,�;` ..'t. ._6 � .`f;r i.<i::.. _ � EL 8406' O" - __ ,,.�:;. �,>�::: I �, ------ ------------------- ------------------- --------- --------- ------------------- t=' I �< ------- ------------------ ------------------ ------- ------ ----------------- 8406'�" Q� -a>:, �>;�<s' i - - - - - - - -- I ,:.�`; `,�..,:"���a� ;;.,<,.,;. ��:� >'x¢>'�:;`:.. ;>R: — � i;>�.�y: ���.;.:�.:aE.,<,��,a{,::;z., ;�r;,-�? ;;�s,�;;b„,:;., � i �;�`; - HORIZONTAL WDOD 51DING �>����.:� �, � ^�k, ;�.,. ;a;z���... .,�:.a ,� i �� � � � N 00 GOLOR - PRATT @ LAMBERT I '�. .tN;a'.�:_,�;:` >'?�3:�,�` I I � ' - ':�i _ _ - ------ --- I a ,N � .'*'}. ;;,.��.<: .,.h::<.,.., ..3,:;��.:.,,�.=»t �;%. - � -------- ------------------- ------------------- -------- - ------- -------------------� � O I — � .*� :<r> -ra,, <:;�:. �;;'w,.. ,>..w:..� ;::;�><,.. I i I '` t t' T 7 T "r —I � / � - "MAPLE'S BARK - 3-131" ;:>�;,': •,x;t«,.,,�:;��<:;., t:.iy`�u:�., <�x.:<s � - +;>��� =3?:aN:: - � ;<��.;'�R;: c=s;:,'�.a,=";:<. :�i;. �.:<::;,�>':v: ".'�. <:L. 1 - - .� � V #;• ��>�"�'�» ":�`_ � m I � 1:;i' :_�: ::�ss .�.a �'�;:€•. ,: "; i,:� "4 � I I � Q I � � -�- � T O PLYWOOD � ENTRY ,.,:�: <.��,..,,;<.xis'�>z��,:, :'a;,>�t;::: `?�'�<;.. - _ T O PLYYVOOD � ENTRY L I- --F- _t �- 8403'-0" � � � � ` EL 8403'-O" - - I - - - _ _ _ _ _ _ - - - -_-----_�_-----_----=�=----------------�_-----_- _-----_�----_-----_-----= - - - - ' - � _ � � � � � .� - -- - I � I --- � I I I � --- - I I T O PLYWOOD � MAIN LEVEL _ _ _ _ I- I __ - _ _ _ I - r_ _ �+------ _ _ -_- ---_-- I_ I I _� � � T O PLYWOOD � MAIN LEVEL � LL H � �- � EL 8401'-6" � � I I I I I I - I I- - I - ( - - - - - - - - - - - - - - - - - - - - - - - 8401'-6�� I � � _ � i I � � � I � � I I I I I T O PLYWOOD � LNING ROOf�I I • I �, I _ I � O PLYWOOD � LIVING ROOI�t EL 8399'-8" - ��s _�aa - - -� - - - �---1-G - � - -7 I- - - � -�� - - � - - - ---�- - - - �- - -� - - - - - - - I I � n � I ��� � � _ _I 83�Iq'-8�� � T�` �� L --- I I �--- -�--�-------------------------�-�- ---------1 � � � � I - - -- � ---------- 1 � � I I / � �I � I -__T----_____�--- � I I -___- -__ ' __._ 2" 5TONE GAP � STONE YENEFR � I I I I I � I I � � �____$---�=1=====#-----� � ----�---'- I I � I � I I i � � ( � ( � ( I I � ( � � STONEVENEER - "WYOMINGM055 I I �.___ ______+_____ f—T - - - - - -- - - T - � ROGK�� � � � I I I I � � ��-���-""" r-----I � I I 1 � I I I L - J t LI- J FINISHED GRftDE i � i i I � ( i __--�-.1-- -L----} ----- i I � i i � I I i i i i i I � EXISTING GRADE � i i I I I __--- I I � I I I ___ __-��,-;- �'-r_f'T- I I � I I � I � I I__ � I I I I ( I I ( I I I � ( __--------'-"-- � i i i I � � � I I j � I � � � � I � i i i i i � i I ��- � i-i - - - - -I- - -- - �-i � I � I I I I � � I I I I I � i I i i I r -�- , -r- -� I , I , , I I i � I T O GONGRETE � L L BEDROOh�fS _ � _ �� I _ L - J _ _ L - � _ _ I _ _ _ _ _ �_ �_ _ � _ _L _ _ _ _ I � I f I I _ _ _ _ T� GONGRETE � L L BEDROOI�tS �55UE Date EL 838q'-4" ( I I � I � � —C- - - -� - - - - - -� - - - -- -� - - -�- - -� - - - - - - 838q'-4" DRB SubmiSSion o1io4/o6 i � i i � i � i I � i i � I I i i i i i T i� 1 I I � � � � � L - J � Site Plan Review T O GONGRETE � LOfNER LEVEL _� �_ �_ _ _ GRETE � LOWER LEYEL EL838'I'-6" I- - -t- - � �' - - - � - - - - - - - - - - - - - - �- - - - r � - - -�- - - - -- - - - - - - � - - - � - - - I- - � - -I - - - �- - - - TO GON 838"1'-6,� � ( L�_ J - - � L _�J - - � L�_ J - - - I I �--IJ - - L -I-� I I I I I I I DRB Review DRB Submi55ion 03/13/06 I ( I I I I I I I I I I I DRB Submi55ion 03/29/06 I I I I I I I I I I I I I I I I I t I I I I I Permit Set 05/16/06 I � I I I I I I I I I I I I I � ( I I I 1 I I I I I I I 1 I I I I I I I I I I I ( I I II I I I I I I � I I 1 I I I I I I I I I I I I I I I I I I I ( I I I I I I I I I I I I �ob number. oso6 Drawn by: mPP Ghecked by Dr�ing Title. T west Elevation a_. ' �� � o�•��•04 �� Sheet hlumber: _ !-� � � - �� . 1 - � Y�l�ST ���Y,�TIOI� SGALE /a - 1-O / � i i � � - - - - - -- - - - �� , � � �� � / � / / _ / / i � � — / � i� • I� I� N � N � r 1 ONM � 00 � v NN �O � �o / op �t' � � p �� � � X � O �O �� — � O � � N / � � m U � � O ��/ � � O � O` � / O � L ,� S G D � E � G H I J K L M N �� '� � � 3 I �„ ° � " ,� - - '" � --''� I _ i i i i i i i i i i i i i i � — � , � � � � �� � / � 33" HEIGHT LIMIT ABOVE EXISTING GRf�DE � � I I I I I I I I I I I I I , 's � � - � M _ ,� I ._ � ( i i i i i i i i i i , , � , , i i i� �� I � � , � � . ' I I I I I I I I I I � _ � - ' � � -'�=� - ' '" � � G OF BUI ING V P 6 ' E' i i � I � � � � �-� � I 1 I I I I I I I I � i _ I � / � � EDGE OF BUILDING kTNE1_OPE � 12 � 1 � � �� EDGE OF ASPHALT � A5PHALT SHINGLES j I I I I I I I I I � ` � ` I_ � . �� � � ' GERTAINTEED PRE5IDENTIAL SHAKE TL ULTIMRTE � � � GOLOR - "AGED BARK" I I I I I I I I � I I a � I � I � � - - �- - J - � - � -� - � - � - 12 / / , / � \ a \ \\ 12 � T O PLYWOOD � RIDGE / � / / � \ I � . i . EL 8424'-10 1/�" I I I I I I I I ��'� I � � �� a I ,�. � I ( I I I I �/ � � f � � � STUGGO 51DING I sf ;# 1 _ I I i I I I I � � , 1 I I �;y,; _;:�; GOLOR 5T0 "OA1MFAL�OG05" � T O PLYWOOD � EAYE � � � � � �� � ` "K� EL 8421'-4" - - - - - - - - ��- � , -� � /. � 1 . � � � ��:,k ��:. 1 � � � � ' 1 / >.H y a � � a I � '. / � �`�"$ I I 1 ��� I I � � � - f � t _ G�.,;\ .r i�''���.,, � i � T O PLYWOOD � EAYE i � � �• a � . . � ��. , ' '�-.. ` ' � � I - - - - 8419'-8 1/2„ �TO PLYWOOD � RIDGE _ � _ _I��� _ �_ � _ � _ ' {� r � , '% y� � . ��' , � I EL 8418'-6 1/2" � �� � �", ' j �, � `r . � �1 T � �����T '��% �r� � . � I I � � I I I I I I � I• !�+ + _ - r-•, J , � � . , a � � / � �. �: �� . _ r I' • "" ``{ �\ T O PLYWOOD c� UPPER LEVE1. � �: : . '• � I i � � ` '•a � T O PLYWOOD � UPPER LEVEL EL 8416'-6" - T - � - -� - �- � - - I - � ` " L_ I I - - 8416'-6„ i � 1 I i I � - - � I I I � / � i �// �¢ ' � � I � I I I � � W T O PLY B�D � BEDROOIrI #1 12 � � I � - - � T O PLYI^IOOD � BEDROOM �1 �, EL�8413'-O" - - � � - - -- --- _ _ -- - � - - - 8413'-0" r 1 � / g � � 2x WOOD RAKE 8 C.ORNER�OARD I /� ' . -- -- =s — -- `xt``-- - I 8 `� � � ;: � F v: � � � 12'-0" � / � � TRIM (TYP) � . � _ ;�,„,. � Y � 12 DRIVEWAY � � � � U ,� GOLAR - PRATT 6 LAMBERT � � ;'r':k' ����.i�,;x;:;;A;:. I ��� W. . ^1 _ � „NEW BARK -3-13'1" , , _ > > �,.:;•,.,.,�,.;. � , � ,>� ;'�k;>,r.;"< ,�::.:>; V�J I � T�_, :�t:. .u,;_��s,KtW:i�r«� � � � r— ��/ / WOOD HEAD 8 51DE TRIM B � �, 11 � I - - � � O � ., � 51LL C� WINDOW � a.r _ �` {:�.<;-,,.;��: ,<,:; ,>.. I •— � � , � _ :. ;�> x:��,� I / 1 � 1 i i.+,f � I <`i.>z.. — '��v,�,s�,a: a�:�,�F;�.;�'e � � ,• ;',�' — :i�>'' ' ;��',��:z:j;;:e :s.<.,.� I � � / _ `i'" Y', I I ;F.-a " �'t';.s`,�> GOLAR PRATT B LAMBERT I -u;..;:��.� � V� O ':�.x>�;.;�,;. ,.�.,�,.:„?:' - 1 . �:<. ;::<_; L ;`?;>: ,<..:,,..,: -� •� N � , {:,:t,x`,,:; � i i i i .<�. ...:,... i � ,� � �.; �: - ::�.:. ��:>;,;::° ��•,;� �. _ `;k. ,. �„r-::..,,.. � � - - ,�?��� - / "NEW BARK 3 13'1 .. .��>x I � ?z��- r, � m 1 I I ;:f:{,:�� �;:�,: � "" ;�i,2�:, �.;�a�<.' �,€?:: 1 Y,� •fy:k, i:a:.i�.s �w�6,v°',x�'�'=„�..�.."';:hr,.ai � / � ^ �'t � ,- { - � � i"';n .b�"-�' ...1..:. � � i � ! � � ;"#vt r ` ' Y�'+ �.. � �' �:s.:. :.r`; � � � G. �,� �.�: .I ,�#N� s�`,.? ;:i.`.`� — � f� _ — ::,+t.. �=L�'tti:a.� � r TO GONGRETE c� GARAGE � � ,�, ,;;.::���°;.,.,.,:„ I TO CANGRETE� GARAGE N - - - - - V'`� - - - - - �/ � - °�t�;�, _ �� � ; _ '` `<�.: �`� � � � � � � _ EL 8406' O I x '� , , �,�'���%�` �: 8406�-0" � ;°'�;y>` '�'`^; LL C 1 I . "�.` 1 I .�.� �_s;2<,-,>. � � � I ��:�:.- .,�.<.;;�v,:;: Q� I r , z.;.r. ,,�:�.�,p�. N , iv.fi:; ,a3 ,�r, � HORIZONTAL YVOOD 51DING I I x.... 3:a:�. I / C I I �'t' ,n � . � I.I , �� �:�,.�:: <:�<;�'t.> M , ,,.1�;� ;>.r.a '=3�' - I I I� � I I �.� Y<.< ;:s:?, I I , ^ GOLOR - PRATT � LAMBERT ^ � <-3::z..;'.;,.:.:.'...<'?':'=�:„:%i�::t;z:<.> I ` -- / � � O � I . . � � \ �r I I - I - - :,�..>:,.n^'..;,,.;,�,�> ',:�,."9.;;.k: I I v I U � I' 1 ��i�;.� ,.��<.. °�'^�,. �..,, � ,L------- � _ � /' ..�}.q�.`i«.�:�::�a:.�':..�;G,'". � � ��J � U � "MAPLE'S BARK 3 131" I \ F:�.-.�� '� ,;:�a�<= I L � Y�._ �O � ;:�. .�>> � , , ��::s:: ,.f,;.,.,;� � ,t � � A��. ///��� / � . I � i 1' � t � / :;r:..,�,.. N :.�.< .�!:«��:{'�`>; I Y i .� I I . �'`Yf�A - � iyy�:[.....�;...£�. H � I � � � . T O PLYWOOD � ENTRY - - - � - - � I _ _ :��? s;���..�,�"trs;;t�;�%�'::?c; J - - - T O PLYWOOD � ENTRY / � EL 8403'-O" I 4 �' " `� I I - I 8403'-0" /� � � � 00 � O ,� � � � � T O PLYWOOD � MAIN L.E�/EL I � - " - r -I � �O PLYWOOD � MAIN LEYEL � � Q .N � � ' EL 8401'-6" - - - ' I I - - - - T r � ---� i�� �� � � � U � U -� - , � = T O PLYWOOD � LIVING ROOM _ _�______�__ � _ �- _ _ � _ _ ' � _ � _� I � I �� _ T O PLYWOOD�NING ROOM = � � � �� EL 839�I'-8,� - - ---- ---- - 'a -_ _ _ -- - - - i - �i 8399'-8" LL I— � r— -_-- _ _ _ = I �� O � � � ------ --- ------ - - -� - -- - ---�- - -- - i� FINISHED GRADE i i � ' � � I �/ � � � �,�� � 2 STONE GAP � STONE YENEER �� � I = I� _ _ _ � _ �_ � I � /� i � ��i� 5��`E VENEER - "NKOMING M055 EXISTING GRADE � Q - � - r � � i � i i - - i � _� - - - - �r � � i � �' i i ���� � WOOD RAILING, POSTS, ' - - - f r � I � � ���I I � BALLU5TER5 8 DEGKING I �. I_ � !'`'` I - �' � �� I � � ':::�:, �:�;<; _ - '�" - � I °a::,; i GOLOR - PRATT 8 LAMBERT '_�", <;�n� s�:r': - I I >:'�.. �<,� ;>�s ,,,;;�:�' _ > � � �—� I I: `<T�,.'"`` .�:c _ I I I ft � 1 ��NEW BARK -3-131" � '''�'<�;:;.,; ,;,�',,.;r;," <w�3 >;� - � ( ''� :_,'° �:,: - I � 1 ;.�.�]< ;;�:� 3�� :�;... i - — I v:�/,:. '�'<<�'3.:�: :"1i. :'r�t�� I I ( HEAW TIMBERBEAMS � BRRGKETS � �!��� `�a'= <* � - _ - I I� � I I_I � GOLOR - PRATT � LAMBERT I � _ � ;;�'.'�`:>;;: � ` _ - - - - I I I I I I I ,�NEW BARK-3-13'I" 1 i `;3::�; `,�:•.; - - - � I I _ I T O GONGRETE � L L BEDROOMS _ _ � �� _ j I I _ _ _ � _ � _ _ T O GOIJGRETE c�9 L L BEDROOMS EL 838q'-4" I I � I i I I _ - j-I� � � � 8389'-4" � � � � � � �� �. � � � � � � � � r � , � � T O GONGRETE � LOWER LEYEL _ _ � � I I I _ � T O GONGRETE � LOWER LE�/EL I55U8 Date EL838'I'-6" z - - - - - -- - - - - - - - - - �-- _1 � � 838'7'-6„ I ' I I I I I�- -I-� I I I DRB SubmiSSion olio4io5 ' �� I ~ Q � I I ( I I I ( I ' Site Plan Review � ( I 0201/On /� I I I I I I I I I I I I I DRB Review i� � � DRB Submiasion 03/13/06 ��/ � I I I I ( I I I I I I I 1 DRB SubmiSSion o3/29/06 I r _�� I I I r _�� I I I t I I I I I I Permit 5et 05/16/06 I I L J I I I L J I I I I I ( I I I I � � � � � � � � i � i � i � i I I I I I I I I I I I I I I I �ob number o5°6 Drawn by. mPp Ghecked by Drawing Title North Elevations �,- �_ �- - -- - - - ���- - � 5heet Number: . � "_ �� b�l. �h.o� t _ " `, �i - �-� � - - - ---- . � � .2 - � �lOizTi� �L�Y�T101� �At� v4�� - ,�-o�� W 1 1 1 A4.1 A4.2 A4 3 EDGE OF BUILDING ENVELOPE _ ' I� I� N � N U �NN � �` � m � � � O 10 q 8 � 6 � � x °° o �o 5 4 � 2 1 � � m0 � � � oa EDGE OF BUILDING ENYELOPE I I I I � N O � Q. � I I I I I i I i I I I I S T U G C.O H E A D 8 5 1 L L T R I M � O � i- � I I I I I � STUGGO SIDING � � � I I I I I I I I � G O L O R - S T O"S P E G T R A L 3 2 1 3 2" I � I I I I I I I I I v , 0 � U `�- I . I � � 5?UGGO 51DING � I ( I � GOLOR- 5T0 "OATMEAL 20905" � �3" HEIGHT LIi}tIT ABO�/E EXISTING GRADE _� � _ � � � I � � � I I I I I "_l C� ( / I ( I I I ' • � I � / \ ' v , � ( - - - I I -- - - I i I I I I I - - - - -�" - - � - - - :''�;��'a>'xa�;` 'N4` ::';:�'�, 1 I `��<;.€'::;a':�..,<'�_: `.:„;'.:`>>' I I � '�����.;`..�:+��a�j�t�.���^�� .�,:;i - - ' %af�'.y.,`''7`.y.'..�^;'�it::i .�Yi�,:k:;> _______�� I 2x O FASGIA N �.:�-s:",��x.:�:�,�`;::�;, ------ - - ----- � 1�10 D B GOR ER BO,�RD I I ..:,::k., :•�,.$:�`;;x�;, I I I � TRI � ',,.,...,,3` .:�< . I M CTYP) ;�`�a'^3`'v'�'`''�t;"r�';=ti; � :,�yi:ii>:.: :.ifi��. .:x� on� ;.aa;:�p.��'"sS�a .,"<Q.. :J'%` _ _ .i. "F.i}r:''L:":�;<�< _ ..._�.':;v .... .< . . ... . >.. ... . " � GOIAR PRATT 8 1.AMBERT <'>`�':,;..;,-:;.: >.s' 1 �<.'�: ,� . �•� � .,.: :��....:'•�:.,;.';; I � � � :.;�;�.<.. � �.::..>;.-,,?. I I =>��: ;�. .s.. � '��:��'� '+ ,.� I �%"': z e, - , I I "NEW BARK 3-137" ;;�`� >rr: •y:.z:. .'•�.+ "k,� ,.,':`3�?';:;`ui:.. ,�. ,�;:;� �'tit;i: [v�� !;::i;:i=' '`i��. 'YU�y t .ae,x:s.`':::s .:c.:_;:��>» �..�..: �::L ':Y.•;,,:.. `?%s... :j�;, � ,.:e;:. °fz', :o, �...: � y a,' � ;:;�a.. -:>.�.; ':��; �: � ';t'' `�La.:.. z,- �' �� .�+:!,x� Y.4''.> � .''fx,':.":.,;`^'`;',::?}, t � � • � � � � � � � T� � � � =`�=r �t ,_.�«=°" A5P T I �.' :>A<: HAL 5H NGLES �„ :�.° - �::�: , :..z..�.. � - . <. : , ....,,<. ,. _ �«.,:; :,. .v>:;.r;:.,: r>;� : .,:, r�=::>.!<:a<:£. � .:. ,:s . . >:». .:�...::_.;�,. 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'f � . �„, � ,�-+ I I� ��" \ ( I :"y^;- }�` � `�;"�'`; ` .�� , `� � � ASPHALT SHINGLES � I tx� �� r{ ��^,� �``^� I ` I �V I GERTAINTEED PRE5IDENTIAL SHAKE TL ULTIMATE EXISTING RETAINING WALL. ���'`:�; '��`• > f ':`.`` � 'r y. �` � j ��?� ;�:`�"y '" �" �`'�"` �Y j, j`, � • � � � 1 ' ' U HORIZONTAL W.00D SIDING � I I � f,=.'�� .�.�:,,:� ;��; ,A<.��` �.• � } li �' ;� ' I I I I I I 1� �\ GOl-OR - "AGED BARK" COLOR - PRATT B LAMBERT � '•.�' � \ ' t "MAPLE'S BARK - 3-131" � I -\,, � I I I I I ( ��\ � � ^ � � + I 4 1�1 I I I I � \��\ � � � `� T O PLY�IOOD � UPPER LEVEL _ _ J � I I � _ �_ � _ � _ _ T O PLYYVO�D UPPER LEVEL � � � � � ". I � 8416'-6' i i EL 8416'-6" ----- ---- - - . � � \` - - - - - �- - �_ _ T O PLYWDOD?� VE � .� .- � , - -- --- -- --------- ----- ------ -- � � � 8415'-�I 1 -�- i N � ' I I � .. _ - I I �;{ .�� � � _ T O PLYWOOD � EAYE ��� � � � � ,L � y , � 8413'-31/2" � ^/ - T O PLYNOOD C� BEDROOM #1 _ _ I � �:'��:'_<: r�> ' - .�>'ts „s��''9� I � �� � _ t 1 ' I � - T O PLYWOOD C� BEDRO�M #1 \ � LL � � N � EL 8413'-O,� � - - - ,w: � - - - ��,. -� - �t-�- { ;-� T� * - - 8413�-0,� \� � cn � � \ ��. �A� . � ` \ � ' I ( ' , :,° y >� � .� �; , F l AKE 8 C.OFZNER BOARD \� � \ � R � �,�_�y ,A �,.;; �,� � � M_•,�.,, ��� •y:\�� � 4 ' 2x WOOD R � � U � U � I �� �'��}:;� �,��`• r�.`�, r...,:,�"�:'" � �s F� '' � i TRIM � � � � , � i i ;�i.,,;:.,�. ::.���,���' ��.` >�'FK., i i ,-•t�, � ,, ;� � � lT�� �� � � N � r \ 1 I �,��,;�� s ' � ~.�,. , ` �4 GOLOR PRATT 8 LAMBERT O �\ � <, ' ' ' , � � . �` �.'� Fk� : I, I � � � , ?�r„� ��,.. � �1� � � 12 "NEYV BARK -3-13�" �� � � � � NEW INTER-LOGKING I I - ' �� �� I `+ �`, F � O ' � �\ ❑ �:�..y<?'- d��;�. - �r.; �;�.�;� �, .,�.�, :��: •1�`� � j �= k� I WOOD HEAD 8 51DE TRIM 8 � a N � � BLOGKRETAININGYVAI.L ��\ I � - i - _ _ - � _ � ° X ,.f �`_, .� ��.j� � \. l�,F. • •�•I � � 51LL � WINDOW � � � � U \ I _J �• I � � 1\ ' � •� . ' ''�Y� � GOLOR- PRATT 8 LAMBERT � L U � = ��\\ � I _ .�r _ _ r _ � � _ •,�I�. �}•F �`, _1�, � ,k � ` /, �' � � "NEW BARK -3-13"1" � � � � �� � � � LLF- � r- � t � .. � ,� -� �;` �� I � E I I I I '' •1�� \h�T � � 11,'a ' �. � _ <' / I _ _ _ _ _ _ �, '' ^ �, _ , ;�,,'\ ' I _ � _ _ _ T O GONGRETE� GARAGE EL 8406'-O - -- _ -- _ --- -- - --,- ' � — --- -- ;� � _ � < . �,� \ } �F � � 8406,,-0�� FINISHED GRADE `�� � I �' � , �� � I � I I I -- -- _ ~-_- - -- _ --� - - � ----- -- - � � I 4 EXISTING GRIkDE \��� I � ' - ' - - j + � I 12 T O PLYNOOD c� ENTRY ��. _� I�_ • '� I +_ _ _ _ C� ENTRY EL 8403'-O" - - - \ � -_-- _- ---°-- - --- -t= - - --� - --- - _-- - WOOD 8403�-0�� O PLY � I; �T D PLYNOOD � MAIN LEVEL _ _ _ \�� � � - _ - ' _ - ' J - � � I I T O PLYYVODD � MAIN LEVEL � EL 8401'-6�� � - � - - - - - - •r - _ � - - - 8401'-6" � ���\ I - - + j - --- � 1 T O PLY�^IOOD @ LIVING ROOM _ _ 1 _ � � � _ ���� _ � _ _ r _ �;r�.� :,::r,, _ T O. PLYWOOD @ LI1/ING ROONt EL 839q'-8" l I �� ;;��^', ,,+r:,2, _ - - 8399'-8,� I I ���\ ?��5�, r� HORIZONTAL WOOD SIDING �;3 � � I I � _ ~ Q r°<�; ,"'� _ ,: ,>..;. ` I � GOLOR- PRATT B LAMBERT �',. I I I I I �� `'� ;;��;< ��� ' "MAPLE'S BARK-3-131" `�_:�<� I �- -�T- - - \� - ' I_ - :�;;1�:" k>�a: I I �- - J I \\� ' - `�`� $�,�I - '�'G I I I � >::�>: ��*�< e3.:t � � � � � � � ���� � �� � ��m �� ° ..� � 155U6 Date � I I I I I � I I � � DRB Submis5ion 01/04/06 1 I I 1 I I I I I � I � � HEAVY TIMBERBEAMS 8 BRAGKETS Site Plan Review � I I : _ � GOLOR- PRATT 8 LAMBERT I I I I I I I I I I "NEW BARK -3-131" DR6 Review O�/o1/06 I I I I I I � � � � � ' � I DRB SubmiSSion 03/13/O6 j � � I " �I � DRB Submi55ion 03/2w06 T O CANGRETE � L L BEDRODMS _ _ ( - - -�- - T O GONGRETE � L L BEDROOMS EL 8389'-4" � -I - - -- - - -- - - - - - _ _ _ _ _ 8389'-4" Permit Set OS/16/06 1 � � � � L�_ � � � � � � � � � �T O GONGRETE � LDl^lER LkVE1. � I I � T O GONGRETE � LOWEFZ LE�/EL � � - - - � - - - - � _ � _ � _ � _ � _ � _ I WE EL 838�'-6" - - � - t - - - - 838'1'-6" I � � � � � � � � � � I � I � � I I I I I I I I r I_ � I r�_I� I r i—I� I i Ii i i i i i i I L -i-J I L-IJ i �- -iJ i I Job number. 0506 ' I I I I I I I I ( I I I I I ' Drawn by. mPP , Ii i � i � i i i � i i i i i I Ghecked by f I I I I ( I I I I I I I I I ' Drawing Title. � , 5outh Elevation � � � � � � � � � � � � � � � I I I I I I I I I I I I I I i ' � Sheet Number: . _ - - --� �' � ` d�, pS.66 - - - , _ - -� . � � �'`' —_— a �� .4 ,, � 50UT� �L�Y�T101� _ SGALE Ya" = 1'-O" � \ ,, - -� _ - - .a ��, � -- - _.-. , __� � � � _ -_ - __ - - - - - - - - -