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HomeMy WebLinkAboutPRJ08-0011 B08-0111.PDF Scott S. Turn�pseed, AIA arch3ecture�consinnux�on�iMenordes� 1537 SPRING H1LL LANE - LOT 13 FI LI N G 3 p VAIL VALLEY FIRST FILING � Q � � VAIL, COLORADO _ � M - �• �p - - .- � C 00 � '� O - ^1 N � I VJ � � o W �O � M � U N � � � _ Q � w o0 �- p ^ o� I � � L N °�S �s� y� H � O �{ - p �� M � V �= N , � � M - N � O L } ^ � } � � � � O Q ±= �Q L '� L U � � � � ^ � � � � V � � INDEX r ��; _ �,T=--�, -,�a � - _ . _ , � / °^ �/ � C Y r . �'l ��. ` t J C � ��/iw � h r CS COVER SHEET = ������ - '� �` ;-,� �- �-_ i'� � �� w.,�n� �vJC���. �t t a �u,..a:@:w�,J �'�':..,���1 J�"s,��'ti ����'tE� •� t �-�t , -`\ �`t,"` �-� Al . l SITE / GRADING PLAN �����=� � �"� °�- ��� � �f�l�'� -�- - -- -- � U�� Al .2 CONSTRUCTION MGMT PLAN E������'��� - - - --- . , -- ____ __ __� � � _ � z �-F �� o� �-� � �W `� OWNER DON & PATTY COOK ARCHfTECT & SCOTT S. TURNIPSEED AIA A2. 1 LOWER LEVEL FLOOR PLAN GENERAL DRAWING INFO w DPC DEV. CO. ARCHITECTURE, CONSTRUCTION, A2.2 MAIN LEVEL FLOOR PLAN o u � � � � - � 7000 E. BELLEVIEW AVE. SUITE 300 CONTRACTOR & INTERIOR DESIGN A2.3 UPPER LEVEL FLOOR PLAN ISSUE : REVISED N z � W � - 11 �3 CAPITOL STREET SUITE 211 A2.4 ROOF PLAN ao O ao W � �' M GREENWOOD VILLAGE, CO $0111 , 12. 18.2008 � �, o a � A P H O N E: 3 0 3.7 9 6.8 2 8 8 x 3 3 0 1 P.O. B O X 3 3 8 8 o c V N p a a � � EAGLE, COLORADO 81631 A 3. 1 E L E V A T I O N S E A G L E C O U N T Y W I L D F I R E H A Z A R D R A T I N G: m � . `-' � a � • A3.2 ELEVATIONS LOW W � v � � x � ° OFFICE. (970) 328-3900 v_� u, V Z >- (.T.� � a o FAX: (970)328-3901 A3.3 ELEVATIONS > Q � PROJECT SUMMARY: � o V g � z � � a � � DIRECTIONS FROM I-70 A4. 1 BUILDING SECTIONS � M � NEW CCJNSTRUCTION - SINGLE FAMILY � � � � T A K E E A S T V A I L E X I T SURVEYOR EAGLE VALLEY SURVEYING, INC. A 4.2 B U I L D I N G S E C T I O N S � � SOUTH ON VAIL VALLEY DRIVE A4.3 BUILDING SECTIONS THREE STORIES Q � o CONTINUE AS IT BEARS RIGHT P.O. BOX 1230 ATTACHED GARAGE � 2, � 8.08 � a , EDWARDS, COLORADO 81632 � LEFT ON SPRING HILL LANE A5. 1 WALL SECTIONS REVISED FLOOR � OFFICE: (970) 949-1406 M - FLOOR AREA CALCS: AREA CALCS: � H A6. 1 D ETAI LS � a LANDSCAPE RIC FIELDS A6.2 DETAILS LOWER LEVEL FINISHED 2,240 S.F. 2,573 S.F. � � � � � � ARCHITECT FIELDSCAPE, INC. A6.3 DETAILS MAIN LEVEL FINISHED 2, 104 S.F. 2, 104 S.F. P.O. BOX 1871 UPPER LEVEL FINISHED 2,450 S.F. 2,050 S.F. ��►N 13 2009 AVON, COL�RADO 81620 A7. 1 TRUSS PROFILES COVERED PORCH 12 S.F. 0 S.F. (REMOVED) _ PHONE: (970) 328-4006 GARAGE 643 S.F. 643 S.F. � � A8. 1 LOWER LEVEL R.C.P. MECHANICAL ROOM 521 S.F. 190 S.F. � � � � A8.2 MAIN LEVEL R.C.P. ' �� � � � � � GREAT RM. VAULT OVER 16 305 S.F. a N N N N � 1 • A8.3 UPPER LEVEL R.C.P. '�� � N N � � � S T R U C T U R A L J O H N A R N D T TOTAL 7,570 S.F. 7,865 S.F. o� 3 ENGINEER GEBAU iNC. El . l LOWER LEVEL ELECTRICAL PLAN ��� ; � a N _ 1121 BROADWAY E1 .2 MAIN LEVEL ELECTRICAL PLAN MINUS GARAGE CREDIT 600 S.F. 600 S.F. ~� � � � m o SUITE 201 E1 .3 UPPER LEVEL ELECTRICAL PLAN � � Z = ~ � > BOULDER, COLORADO 80302 � � � � � _ TOTAL SQUARE FOOTAGE 6,970 S.F. 7,265 S.F. �; � Q Q � Z . (�„ S (3 0 3)4 4 4-8 5 4 5 L 1 LAN D S CAPE PLA N N o z z o .cn U u- u- U L2 LANDSCAPE DETAILS MINUS BASEMENT DEDUCTION MINUS BASEMENT DED. � � � L� (� 50� 50� � REVISION NOTES: S 1 . 1 FOUNDATION PLAN BASEMENT S.F. = 2240 BASEMENT S.F. = 2573 , �. . I � s.22.2oos S 1 •2 MAIN FLOOR FRAMING PLAN ME�H S.F. = 521 MECH S.F. = 190 � � 1 . HE T ADDED T T - ; _ s E s o sE . S 1 .3 UPPER FLOOR FRAMING PLAN TOTAL = 2761 S.F. . . , _ LeG ���� TOTAL - 2763 S F � ,�-� SS� �^c� � �� �2.�a.os S 1 4 ROOF FRAMIN P X .5 = 1 ,381 S.F. X .5 - 1 ,382 S.F. � �� �� � 1 . SHEETS NOT INCLUDED COVER SHEET , --- - -- - S 1 .4A ALTERNATE ROOF FRAM1NG PLAN � S • 1 S UCTURAL T N DETAILS CREDITED TOTAL 5,589 S.F. CREDITED TOTAL 5,884 S.F. � 1 , 52. 1 A ^ RETAINING WALL DETAILS GRFA ALLOWABLE 6,058 S.F. GRFA ALLOWABLE 6,058 S.F. � % L.VVV � � � 4 £ ' '� � . ,� �ii�"��,. , �� '�.:K��i.����.�?3,r,�o, O s � � �S' ����/�%/''/ � € .,,; : �i;���!%�� p�p N 3 �,,,„....,,,,m ....M�_M' "'_" *�"' ��,ry q+ i ,,.„,.w..... ..,,,. ",, x���w .G N � _...w.�.. �,�,�/,P,��� � M f� �i���Gyw•p�j � � { /�'i/j��;AY��;�s, � � i?,:::>� O l � � ¢'�>'�i�s�✓: ///��"` U /,/i'%////!' � � Ll htln Schedule - � �'���� w y �,.� o S ��..i:i�'L'// � r.+'.'':'�,�;'!�'S' ��� �� ,.,';.'?:�/ /��1i Q� O f �� �� Sym. Manufacturer Model No. Lamp Finish Description Qty. Ht. � ��6- �r '%, y � � Yii.����� � � �� � :y. 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D w f � � � � � ��<h %"�{��;'��� � � � D >,b� D�' . • `�f �"" Bristlecone Pute Pinus aristata None 30'/Vanes Sun/FS 3 6-8'Ht. �.,, • �,,,� n --�':. �`• : ,� :f..;:. � � - .�.----_��-�:.,��r°�.i.;.;..> D DA; Sod Edge of O � -, A f M1��,y w _� , �,:.:: 1 �.,. --�._ �w'2:.:7 ; , :° • , . . �,''.��,;>%";.;�,�f'�„-� ' �l "`�'`; �15A`�L),F,1 D . � Concrete Pan � � . . �r .,..�.—�_..,_ � ,,,,,,� � JP Jp ,' ;,, , ;.,,,;: �;y� �,� • �"`�.. ° l,r.'',t; . ;;.:..;.` � �. •�. . � � � O :.< ,,, t � ,'Y ,r• 'f,��.:f:"r''/'.:. " � �',� :��. >'';,, F;,>..., ,>.. r ..�.. , , . . , o Quakulg Aspen Populus tremuloides None 35/25 Sun 5 3 Cal. , <',. ,�<i. ..i:-;�;'� � ) N�,/:� ; °,� ,�;,' .. ,:/:'... ' a • V ,{� , .,,x.. 'y:..; ,.;fSs.`.. €'D ,......,_,. *i.::.�; ,�./�..<. , , _...,._...,_.... ......�_, �.�'�..`;.�.._..;"�;� '. , , V � ,.., . , � � E�ashng� }� Transformer � � � ,� � � S Stone Pavers on Mugo Pine Pinus mugo None 5-20'/5-20' Sun/FS 2 3-4'B&B � � �' r i Concrete Slab 11 DA Dwarf Archc Willow Salix purpurea nana yellow-green 4'-4' Sun/FS 12 5 Gal � � g H i 1 O .,� 1 L a n e U� O •*-a f-� Existing Boulders D Redtwig Dogwood Cornus stolirufera'Baileyi' White 8'/8' Adaptable 27 7 Gal '� � ctyp> �' 4� O Insanh Dogwood Cornus stolirufera'Insanh" White 4'/5' Adaptable 50 7 Gal � � 1�/ 0 4 o � O Jackman Potent�lla Potenhlla fruticosa'Jackmarui Yellow 3'/3' Sun 30 5 Gal. � � z � , . . . �' � � vAR Variegated Dogwood Cornus alba Argenteomarginata White 6l6 Sun/FS 13 5 Gal � � �oo Pixwell Gooseberry Itibes hirtellum'Pixwell' Pale Green 4'J4' Sun/FS 16 5 Gal � � No t e• BUF Buffalo Juruper Juruperus sabina'Buffalo' None 12"/6' Sun/FS 27 5 Gal. � ORussian Sage Perovska atriplicifolia Blue 3'/3' Sun 4 5 Gal � C�� S� �. e �. .n. This Plan re resents revisions to the Landsca e �� . p p . � � _ Plan submitted to, and approved by, the Town � � , � Mixed Perennials 360 1 Ga1.,18"o c � � � of Vail, dated March 10, 08. General /�����, ,��,.. � o � mo c li fica tions inc lu de p lan ting; si te .. . = Sod ��� ����� ���� ' �,40o Sq.Ft � " o , ;. . -" ��'A���P��l� .. � -� �--a improvements such as patios, water feature, , � (�� � � � ' ' ' • Native Grass Mix to Match Exishng Grasses 4:�f:;�� _ �� � " ' �, All Disturbed Areas � � oco ght pathway lighting and drainageways are clouded � � � o F,e��apelncorporated f or identif ication. � , -t�____� . All�gh�Reserved """"�' � h� Th�s document,and the ideas and LJ des�gns mcorporated herem,as an uistrument of profess�onal service, vs the property of F�eldscape Incorporated and Ls not to be used, in whole or in part,for any othez pro ect without the wntten aut�onzahon of Ric Fields Sheet L1 - of one � , _ -- - - --- - -- ` `� --- � � - ' � � \�/ \\\ . 1 � �.��'�.��a°!'� . p, , °�� o ) , { � ; '� � N ' ����� � H pp N �nk,���� .� M a.� �a�}:� � O �u" �'3.`� O � ��i. T� O _ ���,��� V w � �+�'i° N ti ���.'� `+1'+1 O • L"� �,� �� y .fl r Y e�J ` * Q O � '� � 7�`,�_ � >x � � '+ r � O �--1 L� General Notes and S ecifications �� ���'���{°z� � o � o �� � :� 1 Location of all trees shall be staked by the Contractor and approved by the Landscape ��'�,�{�k,' � Architect prior to final installation. Downhill 2 ExacE placement and shape of planting beds shall be reviewed by the Landscape Arclutect prior to installation of irrigation system. 3 All plant material shall be backf�lled with one part peatmoss/compost xruxture with Job No 0754 00 two parts topsoil Issue Date 1 4 All plants shall be"Colorado Grown",if not available "Colorado Fielded",or'Northern Final DRB Mar.10,'08 Grown"may be acceptable. , 5. Spruce trees to be nursery grown with leader intact and undamaged. Area of Disturbance Permit/Bid Apr.4,'OS 6. All herbaceous planting beds shall be amended with well rotted manure/compost mixture (one cubic yard compost per 350 s f one cubic yard sphagnum peatmoss per250 s f) FdterFabnc over Mesh , and tilled into rock free topsoil to a rrunimum depth of 6". , `"°°a`'°5' 7. All herbaceous beds shall be to dressed with 1"extra fine shredded hardwood bark mulch 'I�� p U lull Compacted Backfifl 8. All shrub beds and tree wells shall receive a minimum of 3" shredded hardvwod bark mulch. p fromExcavated5oil �i' UmaofMeshFence u n l' r m Trench ,� and Embedded Filcer 4 x 4 Trench 9. All plant beds shall receive Mira-fi filter fabric or equal Wire Fence• a �-, � ';, Fabr��bY aFPr°X�" , 10. Place a variety(species and bloom time)of perenruals and ground covers in masses P uph�ll of S�lt Fence �1. ~ I I� 'I€ ,nT�e��,, sta le 6"x 6"dia max 12 f} I 1 ' � �i2 auge mut mesh 1��-��� �( Undisturbed Grade (min 6 plants)where designated on the plan Plant masses of bulbs in perennial beds. �ence to posts 1: 1�±C�1 I 11. All deciduous trees 2-1/2"cal and over shall be staked with 6' steel'T'stake�and Silt Fence Plan 201 T -L�J � ��t � ;��-� � F�'�� ��I�-11 r guyed with#14 gauge galvaruzed wire and 1-1/2"wide x 18"green nylon tree straps, Wood Posts NottoScale ���� �mreab�xaa��nY;�ae�h�„�.aae � � L �' i�'1 � jJ��-il�� �„ - I- all trees less than 2-1/2"cal.shall be staked by 6'lodgepole stakes with the same guying and wrapping specificahons ' �i ' Itj r �;�i 1�� � �� I� � � ? -�-�-i Ti� � L ��, I� I 1�_ �-T i, I + i i 12. All deciduous trees shall be provided with a tree well at its base Wells are to be �' � � t i��� L j� � ���� 1 ����� -? 1 T 1 � 1 i � earth constructed having a minimum shallow depth of 4" L � '� ��f � '� 1�.� 13. All newly planted trees shall be rootfed at tune of installation Rootfeeding�hall t� � � t r 7 � r i�� ,�� T consist of a liquid root growth stimulator,including vitanun B-2 and a slow�elease � fertilizer composed of 14+14+10+2% iron , 14. All trees,shrubs,vines and mixed flowers shall receive drip irrigation at a schedule Sllt F2riCe SeCtlOri 202 consistent with their individual needs All sod areas shall receive spray irrigation with Not to Scale 100% overlap. All disturbed azeas to be revegetated with native grasses andwild- flower seed shall receive temporary irrigation for a minimum of 30 days;the�eafter, 1 decrease water application gradually This system will have an automatic cleck with "x 6"Mesh over an integrated rain sensor/shut-off. Wood Posts � 15. Aspen trees shall be field collected with a mirumum of three clear trunks unless otherwise spec�fied. Filter Mesh �ver 16. Unless otherwise noted by the drawings or techrucal specifications,all plantmg beds shall O - be separated from sod and native seed mix by Bend-A-Board edger WoodPostBeyond � t� 17. One application of di-ammoruum phosphate fertihzer,l8-46-0 shall be broadcast prior , , , � � , _ , ;"'� to seeding at a rate of 7-S 1bs.1000 s f ' �," � _ � ' '��_`�_�' `��� � _ ' � '��� ,�;_ .�``� 0 , . , f, '� ;;,z r z' , ,, ' � r„�,� 18. All disturbed areas located on the Landscape Plan to receive native grass treatment _,- - ' ° � �� �°� T � , � d '� � +'� O shall be revegetated by sewing the following seed mixture at a rate of 421bs./acre ', , '�; - , fi , '�';;�;, '''� , '�`', ;'; . ,, ` '#'` ` ;,�' f 1 19 Percent rnix of each seed type shall be approved by the Landscape Architect, �`. . �c;,-.��� y`�� - i ' ' ; " • � , �' ��'�� �•J Seed % Mix - , „ ' ,� .- ., . ,�. , ,� :`i , � ' , � ,� � � ± � � Sheep Fescue 20 � r� - . � ,;`� ��, ``� _i, , � E; `, � ;'� �;�� � Creeping Red Fescue 20 w �`� , ,r �- �r f , -, ,`_� , �!'�- �=`� , � _ , , � �, � Canada Bluegrass 20 ;� ' Canby Bluegrass 20 n , � Rocky Mountain W�ldflower Mix 20 Silt Fence Elevafion 203 � . 20 All areas to receive wildflower seeding shall be sown with the following mi�of wildflower Not to Scale `+� U ' seed. Percent mix of each seed type shall be approved by the Landscape Architect. � Q� - � � ' ' Seed % Mix Siberian Wallflower 15.08 � � Perennial Lupine 13 OS � w Sweet Williams Pink 12.04 Existing Tree to � � Rocky Mountain Penstemmon 12 04 O � Perenrual Gallardia 12 0� be Preserved � 'T� Blue Flax 10.04 V • � � ' Dwarf Cornflower 6 04 y•*�'i rn � Annual Baby's Breath 6 04 •r-1 v J � Corn Poppy 3 04 V � Q Cal�fornia Poppy 3.00 � Firmly Driven"T"Stakes 6' � U Dame's Rocket 3.00 o c Exten sta es to tree Shasta Daisy 3.00 drip line � � Giant Columbine 1.00 r� � White Yarrow 32 � Silt Fence along L�uuts of �/ � Aspen Daisy .24 a � Disturbance and Dr�p Lu►e � � � of Trees to Remain � � 21 All seed,sown and fertilized areas are to be lightly raked into soil � 22 Mulch all sown areas with 2-3" of straw or hay free of weeds. (� _ _ � O �� 23. All straw mulched areas are to tackihed with an approved orgaruc tackifier at the rate of 120 lbs per acre .� � 24 All Eirush grades shall provide for natural run-off of water without low spots or pockets � o � Set flow lines accurately and provide a minimum 2% and a maximum 33% gradient unless n � otherwise noted. Contractor shall be responsible for positive draulage throughout the �'�� � site,with accuratel set flow lines No low s ots or ondin of water will be acce ted _ Exishng Grade Y P P g p i�i�v�Y,����v�.�, Y�\'���r�,,�"' 4� � in the final work. Positive draina e shall occur awa from all im rovements :��i�i���i���`��i �������i�i������ "'+', � Y p �yi���i,���i,�i�i ,��i�i�i � .� V 25 'Specimen'plant material shall be flagged at the holding nursery for approval from the �;�i����,���i��� ,� ,� � � ��i���i���f��i��� (� v �,���,y�y����, ,�� � �, ��>�i ��.y � Landscape Architect. ���i��i %���f�.i�ii�-, ������!i i�,. �i,��r�; (n ��i��� � Jiii 26. Plant uantihes in the Plant Schedule are for uiformation onl Landsca e Contractor is ��%'��N/���i���/����i���i��•, ��i��T�i���i�� �� ����/\'�� q Y• P �����i�.��. ���i�� �i.i� . �i. �.��i�i..��'%� i ���v�� v� ���iv v�y �. y�� � �. ,�4 � � res onsible to do their own uanti takeoffs for all lant material on the lans. In '�� ��!������i�����i�!��!���'��i�����������i��!i����{���% � P q tY P p U����y.i�i� -i�i�i�iv�i�i�i�i� �� , ��i i�i�� i�y� case of discrepancies,plans take precedence over plant schedule Y�`�/������%'��������'���'�������� y����'������������������;��`� 2 7. C o n t r a c t o r s h a l l f i e l d v e rify e x i s h ng gr a d e s,u h l i tr e s a n d c o n d i t i o n s,an d n o hfy t h e \��:���;;����������`��^�����✓����\������� 1/3 Bunal of overail Post(3' � �����\����\�����\!,�\�������`���\�������\��������\����� min) Owner of any discrepancies before starting work,making mod�fications as cirected ���i�\i� �i�,.i�i ��l�.i ��i�����i�i�� r� by the Owner Contractor will be required to complete the work of this proj�ct /�'%,���������� �i��`�'`����'� ✓ � ✓��li <�y,>y�� according to the proposed drawings,deta�ls and specificahons If conflicts arise � in the field,contact the Owner for resolution. Contractor shall take take sole � responsibility for any costs incurred due to damage of said utilities. Tree Protection: Silt Fence � 28. Verify locations and conditions of existing trees and plant material prior to beginning ZQL� work Contractor shall take appropriate measures to protect them and avoid Not To Scale � compaction withir►drip lines Avoid cutting of roots over 1" diameter Exis-uig plant m material damage by contractor shall be replaced at contractors expense � 29. It shall be the Landscape Contractors responsibihty to conform to all designcnteria '{"� as noted on the Drawings or the technical specifications. Any discrepancies deletions, � , additions or alterations to the Drawings or specificahons shall be presented in writing � to the project Landscape Architect prior to installation 30 Landscape Contractor shall submit the Company's written document regarcing it's pohcy °c° T'�„ in plant guarantee and replacement to the Owner. Each guarantee shall conEorm to the F�eP�scapeIncorporated Alt fights Reserved minimum standard of replacing all material,includu�►g labor due to the sickness or death Ttus document,and the Ideas and of a plant for the period of one year following final acceptance. aes���,�orporated herem,as an mstrument of profess�onal service, - 31. Landscpe Architect will have the sole and exclusive right to accept and reject any plant is the property of F�eldscape Incorporated and�s not to be used, material brought onto the Site which he/she may find unacceptable. ���,�hole nr m part,for any other pro7ect withoat the wntta authonzahon of Ric Fields 32. Landscape Architect must have a minimum of 24 hours notice prior to desued site visit. . Sheet � L2 of three � y � . .:��;� <��� o . `>���;'` � cV �W',�a.\ � N �\ ����� �`\ � � :`.., : ��� ���'�\�\���; $a.... ��'�"��Q.��Z�.,' 00 �%`����;;� .� M � \ ��� �������� � � �C`��\�"��� O � � �:\. \� '�":�::. V '� t ,,�` w �_;;;,<:<>. ;,��,:., €,,,:`���:'::.. ':` a�` O '.. ',k�,,.'•,'���'���.,,\' � �O ��, :'��.<.: �>, � >, , �.r;. '.� Q °o !. .,!;:;, , ''� y' ', � \� L� M '�� " 00 � \ ::. r„� O .`�'�';```\ x � \ E.e.\`'`� � O z a ' � .,�'���,\\ O � �f � � ..� j 3 <. 3 5a � �; $ � Job No. 0754.00 ; ; ,, , � . , � � , , ,,. . , , . � , .... .., .., ». ,......., , .....,.,,.. Issue Date ,,,,,,,, 2 Final DRB Mar.10,'08 C `� � / »„„a», k , � � � : .� Z ..�...::.:. : , .<.. n. v..... , m.c. �'�..�.... ..«, x. . . . .. .. . .. � � � 2 , � 2 �S � ...:.... . C o . ... " `t k '```` �,�.:..... .. . .......... . ... ....... .. . . .. .. . . .... .... �� �� � : t�i� \ ; � . \ : ```tt t ... .....�,., t\ �� � ; �. ��:.;. .:4y�?::;�` . �,3 \ `�. A�' .:::Yt � `., A \.. ����k`� �:: A \ f.f. Q.''.;i „\:: \ 6� \3. �•. , �**:. '..�. :�. k� ��. 2 � }. ��3 \ :)'j � � r 'ry t� '4� � ">;.x,::F . . wi w\�� � A .. . � ... � .... � � ..... ,.,,,.,... . 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Sheet L3 of three � 1 ' � _ , � � BUILDING = OU111NT � I SURVEYOR'S CERTIFICATE NOTES• I, Michaei J. Post, a Professionol Land Surveyor registered under the laws of � the State of Colorado, do hereby certify that this topographic survey was � 1) DATE OF SURVEY. 5/23/03 ' made by me and under my supervision, and that the survey is accurate and DECK + UPDATE• 4/30/07 correct to the best of my knowiedge. _ , � 8257 6 � ' �,;�-" , X I 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR � � I EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, �j'/' �% � � RESTRICTlVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER ' -� -""' `• � J --------------- FACTS TFiAT AN ACCURATE AND CURRENT TITLE SEARCN MAY DISCLOSE Michqel '�J. Po� ' . � . � � Colorado'P:I..S., �01 a 6 . ` � I 3) NOTiCE ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAI. -- ' • I � ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS _ - —� AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT. MAY ANY � � • ACTION BASE� UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE �_ Date:,?���., �U�- �_ , ——— . � � TNAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SH�NM ��l ,�,,,� ' L—"'"' HEREON BUILDING I 4) BASIS OF ELEVATION: SEWER MANHOLE �OCATED AT SE CORNER LOT 13 (SEE DRAWING) OUTLINE � � 5) BASIS OF PROPERTY LINE LOCATION: FND PROPERTY CORNERS AT NW COR LOT 13 AND AT S PC LOT 13 DECK 8260 0 � ',�' =, I ��;;= INDICATES CONIFEROUS TREE AND APPROX. TRUNK DIA. • � _. —� ,X,� I I � � ;� � � --'— DECK - I� r; 8271.5�1 PREV FND PIN & I � =�� ALUMINUM CAP � I I � --��INDICATES DECIDUOUS TREE AND APPROX TRUNK DIA. 1 ( �s ,s82� i LOT 11 �� ��`� 1 l4 � ` I DECK _ � I ' � 8269 2 __ ,_— . � � I L _ - - � - � I DECIDUOUS EDGE OF DECK , ' TREEUNE LANOSCAPE -----���., l y 1 LOT 11 M�qS - S 89'01'07" E 150 03' � �� I � � _ , S 89'23'43" E 150.00' �``�_` , � � FND PIN & � p, ___ , I �- -,,�_ _` J ,, ��, YELLOW PLASTIC CAP ��;\ ���r �' UTIUTY & MARKED "MSM° - —� � -- -- - - - - --�: :� - -- - - - -- - - - - - - ,, DRAINAGE �--�`— �"� EASEMENT 5 � DECK � � �`; _ ` - - / _�_- - �''-�_-_�� r�"' �� — --- -- — --- — - - — - --- --- — --- �� — -- � ' 8280.9' , < ='�_` - ' ���- � LANOSCAPING �� � ; , \ _ , Z 1 1 ��' _ , 2� EASEMENT AGREEMENT � � '�r'�,���' > � BOOK 466, PAGE 35) � p � � 1 < � � ,- - �� � �, �ao • UPPER ` ' ; � :_ ':: J ' • � z 8270.7 X , DECK , J ` ,- _' — — — - �- — _ _ _ �' _ _ � "'` o � � ` ' �" �- ' UTILITY & �w t'l �� ` � �ORAINAGE m w ` � � � EASEMENT � � BUILOING � , � V OUTLINE � O �" , > O •°' ; �o > . _ � �� � LOT 2 � ` VAI L VALLEY t °° ' � �.� SECOND FILfNG ,� - ti � , y, I,v,-����"� 0' 10' 20' 30' ' cci ' � ' ��--� ,� --� .° '_(. rn � , `"�`��- ,.;-�`-' ' ^ LOT 12 W � � ; � � . I � ` ' �' I � LOT 13 ' i ' � < 0.3183 ACRES (PLAT) � �,^ ����^,-. -,,r',�!�� , `�--�� � - 7 I ` 8273 5 X � SPRINKLER I 7� ���• �� ', � � ' - Z HEAD � TYPICAI. � J {; � y I FND PIN & � � ) ,, .-�'� �i��✓� ' LS�26598 CAP � �I y� rs9 . � --� ,.-_ . DECK ' ` 'J � �� �� �9� PHONE BUILDING 8272 1 X� � `� > ;� � ��r��'�,��r�� �`� PEDESTAL OUTLINE � �' � � �-� '"'� EDGE OF LAWN < , �,-J � I DITCN � � � LOT 12 � �, ..� I FIRE < ,�—: � ( HYDRANT � < l, ^J J� I � � \ - � .. : � 73.i � 8274.2 ' ( ' ✓�� � p3 73.4 TV GARAGE PEDESTAL SLAB .� � 73 6 , _ :�!�'%y, -- � 8270 �' DECIDUOUS �-� 73.7 ' �=�� TREEUNE ' 73.5 � 76 1 ��'� 'r r / �� ��.,�.r � (TYPICAL) � , � 73 6 � ;% / � � � �;'� , / . f �y r� DG ..� �"�'�'� � I • _ , ���C,J��� / ' r-�'Y C .., , ' T-s-rx..,t-� WOOD TIE � �� ,�`' �-,�'�-�"��'`.� � � � WALL ,' `-,' � � ���`%;. C 73 7 0 PREV. FNO PIN & ��f y'"� �' ��Y'_`_`.--�;� ' T-POST � ��� � PHONE � ALUMINUM CAP ��!i�',� • + - 75 4 � v L5 16827 r' "� 73 7 �Q 8279.2 X p�d / ` P DESTAL �-� ELEVATION 8273.1 � �r- • _' --��-- � .� � .�.� — ,' �� ''-� ---'`. ��v i ' S 89'23'43" E 92.83' s'–�o' , �,�" ' 1, �3.� �, � � PREV FND PIN & � STONE �' ���� %✓� • - ALUMINUM CAP -� ' " " � EDGE OF �_, �ELECTRIC � ;� v" '� 2�_5� CONCRETE �=6979�'S3" LS 26598 — METER ��� STONE _� '� 73.7�' PA� R=61.11'� % - � L=73.94 , 75.4 — ----�E-_ -_ 1°^^ �- �' 73 7 ' � � ��.s — — . — f. -----�– C LEN=69 51�, y s2soa EDGE OF � �4�- 73 9 BRG=S 55 56 31 W ASPHALT ELECTRIC � TRANSFORMER *` E 8281.4 X � A `�' S P R I N G H i L L �" � LL = BASIS OF ELEVATION SEWER MANHOLE , . � INV. ELEVATION 8264.6 T�P�GRAPHIC SURVEY MEAS. RIM ELEVATION 8274.Z L�T 13, BL�CK 3 � � A VAIL VALLEY FIRST FTLING � 41199 HIGHWAY 6 & 24, EAGLE-VAIL ` T�W N ❑� V A I L � , � UPDATE 5/01/07 KPJ EAGLE CCIUNTY, CCJL�RADC] � P.0 BOX 1230 • � ` EDWARDS, C0. 8f 632 " � (97d 949-1406 . KD 5/29/03 • 649-13.DWG ��B NO. s�� , � � � r _ .. _ _ _ , _ .. _ _ , s _� ... _ � . � ���� s� �w ,���.,� � '� �,�a `,�� � ai- ,°��ra:�.+�� BUILDING • ourur,r Scott S. Turnipseed, AIA . ard�neclure�oautnx�on�Inteenortlesgn DECK 8257 6 IX � I � I Q � I M �O � C 00 6UILDING I � '� � OUTLINE I ^1 W � � O � DECK (�� .� � � 8260 0 �/ � (� M � C � M � C a OO - -� � .- -� '-� DECK O r � 8271 5 PREV FND PIN& °� ' ALUMINUM CAP I � N N O O LS 16827 I LOT 11 �- � } o, { DECK I O N m ' 8269 2 �_ _� J � U a0 8262 I .�- �'" -+= � � ` EDGE OF ~ � N p L } � DECIDUOUS LANDSCAPE � } N � DECK � TREELINE LOT 11 826� �. ' \ \ 8260 MEAS -S 89°Ol'07"E 150 03' � � (� } p Q 8264 — -�a�...� — — �� — — ' „ ' � J I 8262 Q - - - S 89'23 43 E 150.00 I � _ -� / � 8 2 6 4 F N D P I N& � ' `9O• �� — — — — �— — � — '— ----� � — _ I �! � ��YELLOW PLAST►C CAP V (} �� li �� ° I _ ��� � MARKED"MSM" "'~' L U ' � �— I � _� — — — '— r — — —� � � � ��� -F— � M �1' X \ — -'—' � — I ^ �� o'°� / I LIMITS OF O r DECK _ ea�rvis� ^' a -- --� � � DISTURBANCE 8280 9 � � �/ +°�e°earmaae / c"j� � _ O ` � � Z ' ( � � 4 �°�� 60 � � 00 � \� v� �o.hc ^ \ `� `�°`�m , I U � � � \ 6 �� � cc�i / � � ? 1 �-- ^ �z�� � � , � � z 8270 7 UPPER � \ _ _ I \ 4 =� � 2 j o X C� DECK � 15'-0" GAS METER '— '—' — — � � � \`' �- — I � °. �� � \ SIDE SETBACK ELEC METER �63' � � � ° � � 10'-0" r 00 � � Deck 8266 � , � Cg t 61 5 \ � DRAINAGE6 LITY W � 6 — 61. ' �� � � _� EASEM �8266 BUILDING � ^ SIOESETBACK � J OUTLINE ( \ \� �66� � \� flOt � ( � cn _ / � tUIJ ._/ I O •°� LiMITS OF � � � � DISTURBANCE PS � / LOT 2 ` � 1 � 675� � � _ �-8268 VAIL VALLEY � BOULDER WALL � � / --- _ TOPOFWALL=8266� SECOND FILING � / BOTTOM OF WALL 8262' � � � � ^ 8270 � @ ,,: I � `o � BOULDER WALL Z+ LOT 12 °� \ � � — � "� ��'r' TOP OF WALL=8272� � W � �, ^ BOTfOM OF WALL 8266' �T� a " \ � / Patio I / � s2n w w / o I \\ 69 / � � 61 5' STONE FIREPLACE � � g w / Inl t�I� � BOTTOM OF WABL 8261 5' � Z � � 0 ( 8273.5 X � W aJ . � w � / / FND PIN& � z � �_ /� ��2 5 � , � ALUMINUM CAP �,J.� � � � a LS 26598 a � � � / �� 2\ Q \ � � � �� 9�9• 28'-4�" PHONE BUILDING a W A DECK $ 6S g272 � X � � � // 72 I ��LF.� PEDESTAL OUTLINE � a a a � � DAYLIGHT OF 3 � �� \ \ / ' ' ~ Q� O � �� ' � � �� DRAIN INLETS � � � \\\�� � i� � r�i 700' " � � I, l�: I I FIRE � '� O rn /� � HYDRANT (7 z ~� v ^ — --� \ �9 I 73 � � \ 8274 2 � ~ a+ EDGE OF LAWN �� ��° / � 73 4 TV GARAGE �"� � a � I 72' �� 3 a � LOT 12 � � r X PEDESTAL SLAB I \ / / / � 73 6 � l�. M ►'� 71 5' x �+ / —= — _ — _� 737 M = � \� ��o � �-- —— — / 73 5 O � O o � I / �6 � � $2�o F�FC ��� � �� � � � � 73 6 � �' a � � ,, �� � � p � I — — — — -E4RIGR�TE PAVER I I � �� -- �� MOTOR COU�T� � > 75� �� � 0.3 3 AC ES � � � N m W/SNOWMELT � ,/ � � ) / M I s2�2 a �y _ � � ,865 S.F. � � �s� y�� � WOOD TIE WALL � o O WATER � ���� 0� � � EXISTING O �� � DECIDUOUS TREELINE Q LOT 12 „� L O C A T I O N T B D \ � � � 1 5 3 7 I 7 3 7 �� 82�9 2 X `..� 75 4 O�O 8274�_ _ � ` � �- — - - - -� / �� � _ 6'-10' � _ _i � � P R E V F N D P I N& STbNE � P H O NE i - - 73� ALUMINUM CAP PEDEST LS 26598 74 ��\ ELECTRIC C NCREfE �=69°19'33�� 73 7 PAN R=61.1 1� 75 4 — 74 46 ONE 73 L=73.94� EDGE OF 74 6 — � 74 � _ � S 89'23'43" E 92.83' ���F,p RG S 55 56'31"W 8280� x ASPHALT GAS MAIN ALONG NORTH MATCH EXISTINC ELECTRIC PREV FND.PIN& SIDE OF ROAD i � CONCRETE PAN TRANSFORMER ALUMINUM CAP 8281 4 X � ap o0 � pp LS 16827 O O O O ADDRESS O O O � O snowmelt located within MARKER ELEVATION.82731 N N N � N t e public nght o WaY 5na�� ,� Great Room Level T.O. Subfloor p t�u � N N ° � N be on a se parate zone and S P R I N G H I L L L A N E E I. 1 0 0'-0"= 8 2 7 3'-0" U S G S N N � � �`' "� � `�' labeled in the marnfold � BASIS OF ELEVATION � O � W 3 irJ SEWER MANHOLE � i J INV ELEVATION 8264 6 ,� Kitchen / hearth / foyer T.O. Subfloor ,— � p � w Q N MEAS RIM ELEVATION 8274 2 E�. �QQ�-(���= 82]3�-(j�� �fs(�jS � r , N w � � � Z V � � Q Z � � U , � � N Garage T.O. Slab u�.� � y N � � � � � E�. 9 9�-4�� _ $2�2�-4�� �S�S , S I T E P L A N � � z �- � � J J ° �' - W � Q � z Z Z O A1.1 SCALE: 1"= 10'-0" � Q U � 'N � �- �-- U . ,� Mudroorn T.O. Subfloor NORTH ° - R EV IS I O N N OTES: Ei. 99�-6° = a2�2�-6�� us�s 5 12 2008 - ,� Lower Level T.O. Slab NOTES: �. CONCRETE PAN AT DRIVEWAY/ROAD REVISED EI. 89�-0�� _ $2b2�-O�� USGS • SURVEY PROVIDED BY EAGLE VALLEY SURVEYING, INC. • SEE ROOF PLAN FOR RIDGE ELEVATIONS �Bedroom 2 / Mech. Level T.O. Slab � EI. 88'-0" = 8261'-0" USGS , SITE PLAN .,,�.� ,_$ ��,��� . . �����` x � s �;��r � rm�`j;� . Scott S. 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SNOWFENCE TO ACT AS SOIL p W c��o c`�y N ° �: �Ni. RETENTION IF REQUIRED FOR EROSION CONTROL y � '- `� "' � "' COMBINED WITH SEEDING AFTER COMPLETION N Z OF GRADING. PROVIDE SILT FENCE AT � � � � ,3 Q � DOWNHILL AREAS OF DISTURBANCE. � V p w > � � z W � N Q z � m O , � � N u�d � yN n � � � � t/� W Z Q hi U Z Q � O � V � Z Z _ W � N O � � U � o V � � , CONSTRUCTI � N MANAGEMENT PLAN A 1.2 SCALE: 1"= 10'-0" NORTH • NOTE: SURVEY PROVIDED BY EAGLE VALLEY SURVEYING, INC. CONSTRUCTION � MGMT PLAN 1 A3 2 t'��� `•°�' ''�-°`�'�'�' �;� ���� 68'-82" �,,�#r��., "y1y'� 16'-52" 5'-6" 14'-9" 13'-6" 17'-6" 1'-0" � � � 12'-5-�" , � - - - - � � � � s�rdutecture�constn�cbon�interiordes� ' 4-0 2 7-3 - -'1=B"- -" -{J'�'- 4'-6 8-9" 8-9 - �- � � � � � � � � � � _ � � � — date s�s oe � 11 10 side deck removed, f spiral stair added � - - A4 3 A4 3 I 4 Q � s.�"'� ' � °� � r— � A4.1 � I � � °° I I � �, -�— — � � a� � e � � a � 4 � I I � � •° o ° � r-- - - - - - - - - - - - - - - - - � (� � � - - - - - - - - - - - - — — J-- I' 1 cn .� � � p 16 closet - - - Q, � �1 � � � � �� /� � 15�-s^ � �-�o° s�-o^ A5.1 7 Q � W ° � \ / I / � N � " 2-2080 � A4.2 •— � r.: � � I i N r� I 3 � � � � I I . � � N °� ���°��...-� � _ — � � , , 2sao ( 8 4 $ CO s � � �o � '�� 5'-3" B 1 h 4 I A4 2 � A3 1 H O � �-- e N � C :*= O� q A4 2 B@ C� o o m 4 �� � td 6flo III 2070 giass � U N � o � � • x 2680 � shwrdoor � M I 10'-0"ced n9 y� " t pocket �' � O � � carpet flopr � � �---- - � .+ I� I . L � • . //�� /� e I I (`') I y � � � .� � • i ,� � V O LL. 2 `_a'`~ � � � �,-3" 4'-7" 5'�" �� 4-3080 � ` � N � M � � flush � � 41 french I ,� � -� � A3 2 steei bea � - °D - - - ., � • � � U i- - - --� -` I- �_ � _ �" . � • � � � � �;� �; � 1 1 � 9 ,� - - - - - - - - - - - - - �� ; I - - I I 'r'c � I micro � 18"sqstonecolumn � i `• � � I r I � - � o� d w. ef ice ( � zxa w��m Piy O r I � I _ _ _ _ _ _ 5"stone veneer I I . { `-�� I � 5,_ „ 9,_e� ,a� 4,_�„ i j ��,_ 4„ � B a r � � � ; L�� 9 (� N • _ < � T_ - - - - - - - - - - - - - - - - A43 � � A4 3 �° - � - � � - - - � flush � :, i 2-2680 � � _ � I y �- - - - - - - J � '� steel beam ' ' i . I ; flush I steel beam i I Bedroom 3 �° � � � � — — _ - - � /I �I Famil Room ��� , � 10'6"ceding 6' � - '- - - - � I ca etfloor � � � '� 10'-0"cetling � I .` � 4 � �N � � 3'-0" I 92 � �� eng'd wood floor . � �c � r.. a � � � �� flush � ; � � I � steel beam flush I .. I ' � 6 � � � :" � I - - - - - - - steel beam - - - - -- � .,•, • � • I �r ��J q Q q42 � � ��� � � - - - - - - � � �� � fullhei ht � . � � 4 � °' 12'-8" 4'-6" � � 15'-7" I I �2�-0� stone veneer 5'-6 ' " � � � � � I �I 18"sq slone column �4 � .�' � o � ( - ' — � � � � � zXa wr v2•aiy '�' I •� � � Z �, 1 �� �y��'"" I B a t h 3 8„ 5"srone vaieer CO �-+ � ., zsao � � I I I : I a � � o°o c'�5 ��'-6"ceding . a " � � - •, � � x - - - -- = - - - - - - - =_ - - N n. t�lefloor M L ` `--' � � - - - - -` - - = - o - - - -_�_ _ _ _ _ _ _ �_ __ _ $ - - - - - �?- - - - - - - - '., ., ;,,�•, � � �' 1 � fl h � � �}�J V F-+ +; A � 3080 3080 r closet � ���� � �' � - � fixed french �� - - - - -� �� �'%////�J s I beam � � � � french �? 4 �" '-�" ��� 6''4" � � • •S I Z W R.�i � I �� y �-+ � M a. " � � I H � / '� 2-2080 '. � � Q' � . , � � I radmg � ��' � � � per code : � a ,'�, O . � / I I 10'-6"ceding 3080 I I Q I I L - - - - - - � � �, I Q W Q Q carpet floor Q Q � � Q ; � a a � / M � � 1� � 1�� � M I I M ,_ 1 I I � ,_ 1� '� � rn M"'� F„� / / T O SLAB 12'-84 4-92 „ 4 22" I „ ��_�� 3�.��� I 5 32 7' " 4'-0" ' 1'-0" �/� i...� �"a R� � EL 89-0 _ V 1 x � � � s- .'� ' � om ,! �' - - -� . T 0 SLAB � 'r i � F-1 2 �O � �` EL 89'-0" � Up 19 R •{ 2 � � a O . ` �,� — — — � , � B a t h 2 zsao � €=-I-e-�a ' — — I '°� aa.� Z �-+ v ^ A4.1 --, _ � � ,, 4�_�„ � � „� 7-1" 3'-6" � - - - '�' � � � �- ` Q' ` N i 2 � �,/�! 4 � / r, � � � N 10'-6"ceilmg ` a' 2680 - - - 3080 1 -•- } - - - - - - -� � � �-1 ,�'' A4 � , / tde floor 5'-7" 1O 6'-6" 4'-0" � 6�'32� 1'-0" p..i H ,. Bedroom 2 , A3'3 " � � �o�-o°ceihn9 � ��� � To s�� L.L. Floor � L.L. Cp � � M � �'�" ` carpet floor � N E�,gg���� '�P' � . Drain t� x' � 3:5� , . �, M P o w � - r. ,.,, , , aundry O �•, U ,� � 5�a„ � • _ „ • . . . . • . . ; � — — 7 � � O � O ���� F �� � / ' ' ' � '' � • bwlt-m washer dryer � a � .�+ ` � � � /�z � � 2:3, � � �` .� 2070 glass Q � N - - - -�- - - �- - - �- 1 A4 2 � O � $ �` � ` J � � -�. n,�, a � shwr door ( � �' i� � � - �� - � : 1� A date 10 2 OS � " , , . , • M ' 4 2 � �'ryi'��' s Rain dome hower head ,� � .f �• �' A4.1 �,,, / o ti added t 2 shower � � t r ��� 1� ' REVISED W M r 3 � � � ate 1014 OS 4 / �o� � � 4 U � ,. LOWER LEVEL FLOOR AREA: � m Ei optional change � � �` A4 1 at room below garage +j' q4 � A4 1 � P o r c h S t a i r s y � � date 10 27 08 • 1 • _ � FINISHED 2107 S.F. '� revfsed per meetmg I �\ ��r .`{ � �. . , � ��' A b o v e � -� � .F > V � � � `` � �,�N �-' .. , ANNEX 377 S . W t�u � � � � A n n e x ' N ? �' ' ` � MECHANICAL 161 S.F. oG � �' 9�-`z°ceiling e CO d �. y ' •1 r +t r t r , i 4 � ` ;, ' N `� � '' 11 � a � N � nn �x a / " 3:>>1, 1 `� ' A4 3 J ? �'�" ^�. 9'-2"ceihng � ,� �,.. � � � S:�a� � ;, 8_0� ,� INDICATES WALL w J ^ � ` q 1:��� N , 1� " 6" / o-' � , 1„ 6 � MOUNTED EXTERIOR � • � '� ef ` ` �, 2�� � 6-94 18-112 15'-0" 9'-6" 6'-6" 1'-0^ DOWNLIGHT O O O � O / ' �° �a'" t+ � � ���" �' N 5 5 s�-s4° CONFORMING TO ALL � � ° ° o o ° _ ^�N � � � �4 p42 T O W N O F V A I L L I G H T I N G y � N N .- � ry � elec meter • �' � �r � � 0. 1� �� ' � �� "�z � � � REGULATIONS, TYPICAL �' `'' `r' 4 , � asmeter �� �: F�oor M e c h a n i c a I � � � - N � � � �p WHERE SHOWN. Z 3 / �. Qpin oncretielfloor ry'' / � � A43 O O w w Q c� � , � N :; V o � —> � o z � � N t � � — � � N � � m °�° � / ^�N • Q z � �- U / ;• T.O. SLAB � � �� N � � .' EL. a9�-o�� � � `° £. REVISION NOTES: �-- N � � � � � � : � ; / _ ! LOWER LEVEL FLOOR AREA: t/� w °- w � ,;�, ^" ''� GENERAL NOTES: 5222�$ Z Q = z z ¢ � o - '' � ' ��� - ��{ 1 . E X T E R I O R W A L L S 2 X 6 U N L E S S N O T E D O T H E R W I S E. F I N I S H E D 2 1 5 3 S.F. O � Z � � f ��� �``` `' 2. I N T E R I O R W A L L S 2 X 4 U N L E S S N O T E D O T H E R W I S E. 1 . BEAM MOVED OVER, STEEL COLUMN MOVED (� � •�' � `� `� U \ _ Z 7, L ., _ ` ' — � �"�, `��:, � �4,.�1n �. N 3. POCKET DOOR WALLS 2X6 UNLESS NOTED OTHERWISE. TO BE WITHIN THE STONE COLUMN. Y ,\ — ;��;�. ,.�y � 4 . � �: � �� 4. DIMENSIONS TO FACE OF FRAMING UNLESS NOTED `� G-��- � � •� . J � . �', �-: � ,� OTHERWISE. . �_�;`:.: _ �fF G�-r�cs s-�� A �. r, ��. �-,��' 3 � 2���, ���—';;�� :; ., .� � �= NOTE: � ��� , `, . ,;�,�°-�-�.� : y ,� HANDRAIL TO BE 34" -38" ABOVE NOSING OF TREADS, RETURN - ' � � '`� � ;: ��� ENDS TO WALL. HANDGRIP SHALL BE 14"-2" IN CROSS , L 0 W E R L E V E L F L 0 O R P L A N • �N �'" � SECTIONAL DIMENSION. HANDRAIL CONTINUOUS BETWEEN � _ A2•� SCALE:Y��= i�-o�� LOWER LEVEL , e LANDINGS, TYP � , -- _ _ __ _________ _ FLOOR PLAN N " h Q 16'-52" 5'-6" 14'-9" 13'-6" 17'-6" 1'-0" 14=:2" 2�.3• 3'-3" 2'-3" 7'-102" 6'-102" 2�-9" 4'-0" 4'-0" 2'-9" 2'-6" 6'-3" 6'-3" 2'-6" ��s2�r �� �*� ���� �,- � � � �����"��"'x� , �.. ,�����>��,, w - Scott S. Turnipseed, AIA . date 10x10 Deck changed from straight to curved. Newel posts ���������� � metal • , � rading date. BBQ moved from side deck to rear deck BBQ � date �4 Spiral stair added k `� � 1 ` � ` � KING A 3 '" � date 10 6 08 3 EL '-6" Window changed to 2-2040 r�, — AM��� 5.�,a- 3'-3" � � c� date ' � s r Side deck removed door removed and � latform . • � C � replaced with a window .- �; ° � .� � - c "' N �D date � � � � Roof frammg over kitchen adjusted � � ° -- -- -- ��i � p � O 9as 2-soso D i n i n g � A5 1 7 � � '� U � � .^---.""°.� .. Qf p �i french R o o m I a ;- ap ,�"" � � I vaulted cedmg A4 2 N 'C N M date 10 13 08 �'� �'' wood floor . � Dishwasher added in island ', 3'-111" � A4 2 � � O w �` U n d e r c o u n t e r r e f a d d e d i n b a r. f $ c o .— Prep sink moved over at bar A4.2 � 2 �- dS T V,coffee,appl garage,warming > � N drawer added to left of range i*� N � 0 , Hearth � L- o j M Room � � � � � � N - 9'-6"ceilmg := ' � M . � 2 . � wood floor I I � � � � AsZ N N I \� �/ I I N � } � Dn1R ' -= N � � I �\ /� ( � � � � � } O �- v � � � Q. , 5'-6" I 14'-1" � �1'-2" \ 12'-1" / 17'-112" � s p � ' z'-o � I y, �---�� - /,� � �. __ _ M .f-- � c� � � �� � � � � �, � / � � � 4 9 � — — — — — — — .�. � — — — 0 l�4.3 �dw I \\ // 9as A43 r , , ' I fp v y I � `�� �� /� � I � � • 3 C� I Kitchen I I x � � ' - -� 9'-6"cedin9 "' - - - - - - LL - - - - - - - -�-D- - - -t - - - - -� — O V A3.1 � /� � � � f-- - - - - - - - \! w . wood floor _� ', � r � r" � � � I `O ' I � u c I < � � d w, � �ref � G r e a t F Room s I � � � � T O SUB LOOR vaulted cedin . N EL 100'- ' wood floor Q s ' � A4•2 � T O SUBFLOOR - � `o I � EL 100'-6" � � — — — ,—�` �- _ _ � .. � �— - --r 'j — — o Dn 1 R d e. 10 13 08 �lan for '' � � � y , I pot filler `'' � B x column moved over to stone veneer "' / _ � _ _ _ _ _ � da`e 10 14 08 w 48"ref 48"range ce ter on entry • • �? �? � � Dcor replaced by�, �^ � ^ 3�"22� 8'2" 19'-10" � � I ' 2046 wmdow � ' — — — � ' 6,��� � � . 4 �' ��� _ — � – � � � "' � " z i� � t 6� � -. , . ,.v�. - - - - - � � - - - - - - - � bench � rn � � R 3'-0" closet � ;� � r-.� � � � M � � � C@ 2680 � , i� Dn 1 R L� � Hall s � I Dn19R I ,' r , � v H - ���' � � � I rail per 9'-6"ceilin9 I � � 2-2680 � _ � � � c'�o� date 10 27 OS � � - � code �N ; P a n t r ,�~ T,O SU FLOOR W a • 3-2650 windows repl cE , � ; ? Dn 6" � Y 9'-6"ceihng ,L � � � � EL 100 6' Z � . w/2-2650 wmdows � � , � �+ q''6 10'-1" 5'-8" � � � E I e v a t o r � � � M I c o d e9 Per rn r T l � � �.�.� . / � � � ; 4 � q �' M 9'-s�ceihng H a'I"I'� �o . ^ F-� ,,.a �., O � � � � ; T O S U B F L O O R,� � 1'•9�" � a� `"' T O.S U B F L O O R ' �N � s t o n e `� � W Q / / � � ' EL 100'-0" ^4 EL 100 6 I t _ � h ^ _ _ _� r F O e r � r ,� a � 2 �8 � `� 4 9'-6"c ihng Up 17 R u, 2 ~ f"a a �i �i� — — � - -ceili !r , : -� - � — ;� m `- s one oor — T� x � � � A4.1 � � � � .� . �. 1'-0" �s o � -� , � N � � A4 1 v 1 2 � 4 � �/ M u d r o o m b�b e 6�� ° M 4'-7° 5� s�a° /-s ' �1�-�o� ; � O ; C7 � A4•1 / 9'ceding �' rn I �iN °' wasf�er ' Powder � f � � a U A3. / � I � : a � 3 , � � � a r 1 s��-sf ei��9e � ` � L a u n d r y � s s�-s"ceding ` o � Z � >>-oM I �o � I � f I a � , „ � E I e v a t ol r stone floor k � �„� 5:6� � � o �d � 9-6 ceihn9 � ( •, 4 r� a � � � `�3 _ " �drY�� 2'-3 3'-3" ` . yi. �: �� `��6 � ` � —- � � � � M � � " e � � 2 4 � �i �c��' v � µ c � � L - - - - - - - - J � � 4 = ,�• ��`� M U '7 5 ° °N s s2�� I I I I � � —� - �' � � `^ p A4,2 c ��� , >- - - - - T - - -�- - - - - - - - - - - -�- - - - - — aa.� � a o � `" f' 1�-0� � ,— — — — �— —� � � � { N �_.ti oks'�s$ �� � � E n t r 7 � � � � _ � , ,� q ., � 2�aS ,R p —Y o U N `" � 1 '� • Powder room I 9'-9"ceding A4.2 r, �\ T O SLAB � � � changed � stone floor p � EL 99'-4" � 3 A4.1 � �' ^ `\ A4 1 � � � � � Q 11 W � Floor � � Drain \ A4 3 ` Q m 4'-01" 8'-01" � � W ` � ` 4 2'-9" 2 10'-11 3'-10" 3'-10 5'-9" 3'-9" 4'-0" 2'-6" y W � ` , , > V � � � 6'-91" 18'-11�" W W / � � / 4 2 4'-2" 7'8" 4'-2" 9'-6" 6'-6" 1'-0" � / �� ` ` � � � � °� 58�-a3� INDICATES WALL � � � �� � - � � 4 MOUNTED EXTERIOR t / 3r,� 2 C a r G a r a g e � � � � � � ` � Q' � 5 .�..� DOWNLIGHT � � � � � N � � � � ` � A4? 1 �p CONFORMING TO ALL °o °o °o N °o � / I � � � � �:o� A4 3 TOWN OF VAIL LIGHTING W ,�; � � o �: N A3 1 REGULATIONS, TYPICAL � �`! �`! r- N j ,� 2 WHERESHOWN. y � � `�' "' � `r' . A3 � Z � 3 � Floor ,� • O � W W Q � w > � Z � � Drafn � N V Q � w � J � O � I � N Q Z � � U � �° GENERAL NOTES: MAIN LEVEL FLOOR AREA: � N � g � � � � k��r y � � � ��``"�" �°� / a � 1 . EXTERIOR WALLS 2X6 UNLESS NOTED OTHERWISE. FINISHED 2219 S.F. Z �' � Z Q Q a- z - � � , ,\ � � � e 2. INTERIOR WALLS 2X4 UNLESS NOTED OTHERWISE. GARAGE 628 S.F. O a � p ? � � - , , � � � Q 3. POCKET DOOR WALLS 2X6 UNLESS NOTED OTHERWISE. V � •- U _ � � ,, o � ^ 4. DIMENSIONS TO FACE OF FRAMING UNLESS NOTED � '3�6' ° / OTHERWISE. � � � � � t REVI l N N TE � L , �i � S O O S. NOTE: � � � \ 5 22 2008 „ _ „ � - / HANDRAIL TO BE 34 38 ABOVE NOSING OF TREADS, RETURN M A I N L E V E L F L O O R P L A N 2�:�N �3:sn � � � ENDS TO WALL. HANDGRIP SHALL BE 14'-2" IN CROSS � 1 . SKIRT ROOF NOTATION ADDED. SECTIONAL DIMENSION. HANDRAIL CONTINUOUS BETWEEN A2.2 SCALE:Y4��= t�-o�� � LANDINGS, TYP• ^ M MAIN LEVEL � ,FLOOR PLAN � Q N ,� Q 68'-82" � 16'-52" 5'-6" 15'-9" 12'-6" 17'-6" 1'-0" .� � ., ,-_�k�� , 7'-102" 7'-102" 5�-9" 6'-9" S'-9" � 8'-9" � ' '. a .-� Scott S. Turnipseed, AIA ard��cture�construc�on�imenordes+gn 11 1 A4.3 A 3 � ' 3 A4 1 — — — — — — � , — — — — — — — — ---I � � I�� �I I , �, � � � �, O � ^1 N � I � VJ � � ,— � A51 7 W �� � M � M I I e ��bN i I I A4.2 s � � U M � � \ � � $ � Q � � O g \ � � I I A4.2 � w � •_ } � � A42 I — — — — — — — � � fuil he�ght i — I — — � � � � ,� N p � stone veneer � N � O � L C �_ �. I \ ( I � � O N � 4 — — Master gas � I / I I I � a� M . � � A3.2 � � Bedroom N fpO I j ` / I � I I � � `� o vaulted cedmg I � � � I o ' } N � I — - - carpet floor I � \ � � � � � � � p �- I \ � � I i I \ / I � � I I � 'Q � I / � � � � � � .,�—. � U � 9 I � � I � I � � 9 � � � N A4.3 — -I— \ g2^ N — N — I � — — — —� — �- A4.3 Q � , � 13-9 � \ / I I � M I � � I � � I 3 � I 3�'oe 3�'2n I _ _ _ � _ _ � � � _ � � � � �. I I Q /1J.� � � � � I � � ` I I I `' �arye���I I 6� I I � ` � � I � � — a'-1^ — — — M 5,$„ s��n ��� � ( � 1 q s I I ( � -2-20�6 � � ` � � v � � � � � � � � °' / — — — — — — — — — � I �� Zs�s �� � • I `I � � � � ( � �� 9 + � °° � I — — — — — — — — - \ � � 9-0 cedm II I M I � _ I � / _ _ _ _ _ _ M carpetfloor � � o � � � � � I � I � � W. �. C. o ( I � dropped / � 9'-0"cedin � o date 12 24 08 structural ^ i carpet floor � ��"7 �`'� I art niche added beam / I I I I z , °' / — - - - - - ._ , .� - -- --- -- - - -- - -- - - �t a I 1' S 6'-7" 3'-6" / � � < <? I � T O SUBFLOOR � I S t a i r s � a / ~ / \carpet cq � m � I� EL 111'-0" � ��I N I wood I _ � w co = ���, / " � • ' ' � �H a I I I T rading per � � r— �' � `� N c-�., / � 10'-6"clg � 1, code c � � � �' ^ / � 7'-1" woodfloor � � 14��2� � I I � / 7-1 2- 4��'2 ���'42� N � I .�-.i Z �i / 1 p =11 = � = � � � � � - ' ' O � �� ° 42"half ined�cine � dropped r - -�- - - . � wall u c micrq �binet M a s t e r structural o , I � � � "'p ` I • � � °' / �' - - ref abv.r - - 2670 - - - � beam o / N z'-6" 1'-2"� 7'-9" � 1�_2" 1,-4 I I� '-11� 4�_0" �„a � � � � Bath \ M �,N � ( . Q w A ^� 2 / Dn 16 R � e --�- shower door � � — -� � cq I�I � � L " � �- — — — � � 2 "' � a a � � a r� �o A41 / ` °0 —� � A41 � � � / �� �„ 5�_�,� 2._3„ 13'-72„ � , �� � a / ' � • y � � � O 2 � A4.� / Sitting � �t.�. � Y E1 vatorl � � w � �-11 ,� A3,3 � � ` T O SUBFLOOR / d W �abv � n io � z � / EL 110'-0" R 0 O PYl \ � I � � / \ � I I � ►—� U / \ � / vaulted ceding � � '�"� � .. d c�rpet floor � $ t u d ?� v, I s � � —Y � � g f—f — — � � a � � "�a � / / �4:5 j„ \ _ � 10'-6"ceding \ � cc � M � ^ �" \ 4 �� < < . I wood floor � I � � � � � � s:a � `� � — ( ° N � � � U s � " � �— . � I — — � qq.2 / Q '�' l�ne� � 5�.64„ � 4 4 A4.1 „_, O A 1 � � � 30' p � I � O � Na t h 5 a:�» ° ?s�o N 4 - - - - ( / � 7 O � ) " ,_0"c mg \ � !ry � A4•1 ��y A4 2 0 w ri p � � fi\ � - - - - - - - - � s s:�p / M / � 3 N � ,� / . 2:3� o � � 3:4 q \ \ � / / / A4.1 � � O / / v o� /y a, / , 6'-94" A4 1 W � � � U �/ � � y � = 11 � m � 4: _ � �� �l o �N � o � J�N 2s�o 6„ 2, �� � o � �; 2oss , „ A4 3 ,_ � ,_ „ ,_ . w ._ � W 13 2009 2 N � shower door 4'-0" 4-0 3'-9" 4 3 4 3 3 9 5'-9 3 9 / 3'0 � 2,J M N � Q ` ` W , ,„ V 4��� l"OW� a�= \/�rL � �il�'` � l 4; n !n a t h 6 2 8'-0" 6'-11" 16'-Oa 9'-6" 6'-6" 1'-0" W W / \ `�c , � � 9'0"ceiling � � 2_53 s�� n tdefloor 5s'-s4• INDICATES WALL 4 6 - � MOUNTED EXTERIOR N / � ^y. � 3��" �� — � I s Q 5 DOWNUGHT oo ao 00 00 N 4 � �° \� / � � 3:0� N /� ��� � A4•2 1 10 CONFORMING TO ALL °o °o °o o °o � �.N A3.� A4.s TOWN OF VAIL LIGHTING F— �; � � o �! N � o�� � � B e d r o o m 5 ` � � REGULATIONS, TYPICAL y � N N r- � ry Q N m�c vaulted cedmg � WHERE SHOWN. � c� / / � carpet floor N N M � i Z � � , J � \ N 2 O O > W Q � � Z:o. / � Bedroom 6 � / � �" p w > � p Oz � ' \ v a u l t e d c e d i n g � / A3•1 V � w � m � �;�M \ c a r p e t fl o o r � Q = N —� � m � F-- � � N = Z N �— _ 2� � � UPPER LEVEL FLOOR AREA: � `— � "� � � arc he d � � ''" , � \ ,��a � G E N E R A L N O T E S: N N W � � w N m e t a 1 r a i h n g � / 5,0" / � �o� � 1 . E X T E R I O R W A L L S 2 X 6 U N L E S S N O T E D O T H E R W I S E. Z Q �i U Z Z °' 0 � N R m ° FINISHED 2062 S.F. � � Z _ � / �,�� � / N 2. INTERIOR WALLS 2X4 UNLESS NOTED OTHERWISE. ,n p � LL, U � 3. P O C K E T D O O R W A L L S 2 X 6 U N L E S S N O T E D O T H E R W I S E. U � — U z:o� 4. DIMENSIONS TO FACE OF FRAMING UNLESS NOTED G R E A T R O O M V A U L T 3 0 5 S.F. ° 2'oM 4,�� ` / � � � OTHERWISE. OVER 16" � � � � ' 4=oN � � I NOTE: e'0" � HANDRAIL TO BE 34" -38" ABOVE NOSING OF TREADS, RETURN � � ENDS TO WALL. HANDGRIP SHALL BE 1�"-2" IN CROSS �'D" � � SECTIONAL DIMENSION. HANDRAIL CONTINUOUS BETWEEN � U P P E R L E V E L F L O O R P L A N • 2�,0° 4;0„ � N � � � LANDINGS, TYP A2.s SCALE:Y4��= t�-o�� UPPER LEVEL 4�0^ �� arched FLOOR PLAN � � 8��n metal railmg CO � 2:p� Q ---- -- -- - - - - ---- - - , / / � \ \ `� i � /� / / \ I � � � / \J �\ � / � � / ,���s� .:� �,E�.��"'"""''�� �.��-, \ � \ \ � — - -'" � // � /� . '' -`:�� �\ \ i � _� — � / � -- � � I � �/ �/ (/ - \ \ / / Scott S. Turnipseed, AIA I � � ard��,re�c�sttuc�or,prn�iad��n \ ` � � wali overlaps // / � � � lower roof / / �� � i PLATE� 112'-0" // � � 8272 � \ � � � � � \ o I I - �� �� �; o o_ ' o a o o � o 0 0� „ � � '� M ► ' � ��� � g � 2-6 i — o � � \ � � � I � I " � � 0 8/12 � � LATE= 12 '-1 1 4' � �— o GUTTER AND I 8/12 n HEAT TAPE,TYP. I / '/ I � � °' � � � ; _ � I � Q � � � � \ � I ( / � � : ^ 2, 6„ � FG = 8261'-6" �� j � c o0 � / \ � I � o, � M � � height = 32-11 � � •°� l �, o / � � � � � � N � � � ^ J PLATE Q KITCHEN � � I II N } � I `- O �� / = 109'-11 3/8" / � �\ � I� �� �� � � Q � /i� �� U � VJ � � �' / o � � � � �� PLATE= 113- � � � N — �� � 1 // '� W � � 8/12 8/12 � ' � M � .-- � � �,� � i o, �� ,a��� 1 I I (�–_ —.� I I I � � � o _ - - h� J i� o �y� � c 1 �.r> I o '.'-' a /' � ' � `v u / N �iM n 3 � � 2'-6" � I � � � •— ;�, � �.._. �� � � \ � � �`'�+- ( � � � I N � I � � . � � N ds � __ _ .� – � I � �, � o ��' �- - - - - - - -- - - ^ / �, � � I � � � � �� _ � I �- o � ° � � s„� � , ( -� c�� , � a� o � � �„ � � � /� � •` w .� � pi c rea 1 � � � +: N � M / � i �' S/12 } \ /12 � � � ' `�D �` o��� � ~ � \ � (�-- � �� � ,��� ridge = 829�',9" � � �y , / � � ° � � � � � EG = 8267-0 ` I �j � a Q / � � �° � height = 27'_�" \ �� � Q CV // `� // � \� � � � U U � ` � I I cont ndge vent �\ � „� � � / I / I � 2�6 I> I � � / � � � i � � � i � ° � — �� U � � i� � i � _ _ - - - - --� � �� � 2�,2 � I �� cr� � � �- i � i � �� 5n 2 j�- � � � // ¢ ' ` �\ / 3'-0" // � � � � ,' � \ �� N � � \\�� � � � � � \ � � / / L T = - 1 r --------- ---�18�� L-4 P� _ - � � � � 1 � � �/ I hp ndge=8296'-10'� I � i�I 1 � � N // i � � . ��� h'o � � �°o�l � I r�Q � � � ��� 1 w , I ; � � � -- --_ – 8260 – � // � I � � j � � � I r�Q I�j �� g , � C7 �� � � � � � o`� '�, � I I 2��2 � , , , � � �� �; ridge = 8295'-0" I � � .o i i�I —�' 11 �, Z , - �' s � �i� � ~� - � �� ' ��� � E = 8263-6" cont. ridge vent `o,, I ridge = 8299'-3' �I� I �1 1` � w � G I � �� � �y 5� EG = 8268'-0'� 11 ��� s�� I s�-o�� ` � � H � height = 3�1 -6 1 � \ � _ � ` N ����, height = 31 -3 � � w � � o, J � ;� � - -� � � Z � \ �l — � 1 C N 1 � � 11 ` _ � � � � ` � � 2:6„ � 5��2 1 ; 5/t 2 w N N � �� a �,+ • /���\ � Q 5��? � _ �– � ~ r.Q � � h,� � � l �� Q W A ��e � � � �- TE- � � _ � I I � � a a � / N �� 5��2 _ -p � � PLATE= 117'- 3/4' � � 3-0" I I � a �-1 �i � ; �\ ' � � � � � � / a� � �� `�' - 2 6 2 6 3'-0" ,1 � Synthetic slate roofmg � � x y O / P C q r E;�t / � �i \� 'O � over ice 8�water sh�eld, � f T l � � :2,. / c 2; N � � _ over 5/8"cdx plywood, �♦"� a U ��� _ // o � � s 6�� 1 � LATE_ ` over rafters or trusses ( Z ,--� �� � � � a 1 � � per structural � �j r-+ � , ,�� 8262 � � _�-� , � � � � � � 1 � � a � � �� � / � � \\ 8266 i� 0 M 0 0 0 � � � a 0 � 0 0 �� , ` v�, �; � �,� ?;6" � 4 J- � l `\ � � � � �� � �O��e� 0 � � � O � U / ' � �� \� TYOWGUARDS � / � � � PLATE= 117'-3" � � 0 � � � � � O � Q �; r 2:6„ � _ � � 1 0 �, 4 i�2 0 � ��\\ �� � � � N � � / , �� 1 ; , $2�0 , , � ehf ��yg,� r�p ° � ��� � � � ) Op 0 � ° i \� -- J s26s � � � a L I � ��y rid � Sii2 � 0 1 I � / m FG g p PLATE= 117'-3" � � � � � � � / W � r� he � 2 42 0„��0„ � � � / t/� W h��g�8263 6�, rid9e ;829 , � s ; 30_5�� 3. ,� g � 4 I I � / V / ` 32�,OI' � I I I // W W � Nnt r�a9e�e�f a j i ' � � � _ _ � I � � – _ _ –– – _ 8264 � h �ooe� � I _ � — � � � 3;p„ I � / — � p\�e� N � O O O � O O — � � � � � L �i � � I I / � � N N N N N � _ _ S/l2 _ -�- - - � I � W c�'0 N N � N � `— — � �l "dse � /� � � N� 'o '- c�i ri � �ri �, a�' s/l2 e'� � � � � I 2_6 a ,� �n �Q�� ont �dg�� / �� � � `` � Z c �l � en � � I � Q � � _ _ „ u C s "- o�l N � i�/ ` ``� — � Jl l � 0 w w � Z , P L A T E- 1 1 7'3 � A I'E� 1)7:3„ ��� > '� i � � V � � LL1 � � \ i i REVISION N S. c� Q Z = m � � �\\ N 2:6,� Q a, a°' S�12 � �i�/ / / 5.22 2008 � . �\ M 2:6., a .� � 3, I �� / N � w � � N ��\ � -0 � �� �� � y N W � � � N - �� -`° �/ �/ � // 1 W I�LL CHANGE IF THE STICK IFRAMING Q Q � Z z Z O N / �, O � ,� U ��\ ?�6" ��� �� � � , \ ` ��� � ALTERNATIVE IS USED. V � - U � / / �"� ��— �� / � � - � / �� 8266 �� �� ��� – � _ _ _ _ , , _ \ �� � �/ PLATE= 117'-3" � �/ / . \�\ - - '_ / / � � ,_ _ ._ -- — / / � _ _ _ _ _ _ _ _ _ _ _ � � J - - - - - - - - - - - - - - - - - ,, �, � - - , R O O F P L A N . /� �/ /� � A2.4 SCALE•Y"= 1'-0" ROOF PLAN �� i / � � � , � _ _ - - - - --_ _ _ _ _ _ _ � , - — ,� i �' - - ` - -- - � _ i :��� �-��p� .� ,� . �,�.� s nthetic slate roof Ridge elevation= 126'-3" USGS 8299'-3" �2 Scott S. Turnipseed, AIA Ridge elevation= 123'-10" USGS 8296'-10" �2 stucco tnm �5 stone chimney ���re������0�� 12 5�— ° , 5 r_ Ridge elevation= 122'-0" USGS 8295'-0" flower box Ridge elevation= 121'-9" USGS 8294'-9" custom cedar bracket - s nthetic slate roof 2X6 fascia � _ 2X10 sub-fascia /� � 12 Q � � 26 6 csmt \ 6 csmt 2 2X6 fascia / \ r Q 12 '-0" hdr C� 120'-0" � bX8 ex osed rafter tals � " 2X10 sub-fascia - � M � / 6X8 exposed rafter tails � 2640 csmt , � / � / � � � hdr C°? 117'-0" copper roof \ / � ,� � custom cedar bracket � / 2-2656 csmts hdr @ 120'-0" -2336 fixed � '� p � 2-2650 csmts r Q 115'-0" � p � hdr @ 119'-0" � •� O � � U - _ _ � _ T O Master Level Subfloor EI 111'-0" _ _ _ _ _ _ T O Master Level Subfloor EI i 11'-0" (n C Qj M - _ _ _ T O Bedroom 5/6 Subfloor EI. 110'-0" _ _ _ _ _ _ T O.Bedroom 5/6 Subfloor EI 110'-0" � � O � W �c u r v e d d e c o r a t i v e ��_°�-� �4x 1 0 tim ber hea der ._ � , ,� metal rad +_ '- 4x8 timber header � / � - 366 fixed � 3020 fixed transom, s j N � / / � � 3060 csmt, . � } O � 8�3020 fixed. � v� � O stucco retum header at 111'-0" s ucco retum O = � .�� -�-�:. stucco siding � � / 2-2646 csmts N �� stucco siding U +-' N � \ / hdr Q 108'-6" / � � � � 6"stone ledge 2646 csmt , � � hd Q 108'-6" '� �� ' /� stone veneer � } N � stone veneer - 36 fixed � V O Q , . ❑ 6"stone led e � �. ❑ � Q � � L O - _ T O.Foyer/Kitchen Level Subfloor EI 100'-6" � U - _ , rea oom eve u oor - - T O Foyer/Kitchen Level Subfloor EI 100'-6" }� M _�_� _ T.O Garaqe Slab EI 59'-4" � s � - rea oom Leve � oor . - 100'-0"_ � - - - - - - - - - - - - - - - _ � T O Gara e Slab EI.99'-4" USGS 8273'-0" O ,- I I I old proposed grade i - - � � � � � � copper roof � U � � � � proposed grade � � 4x8 timber header � I � � � ` I I old proposed grade � � � � � � typ Q stucco � � proposed grade � I I I I wood gprage doors I I I ' � �► � � I � � � line of � � � — � � �.� � � I I I existing grade � � � � foundation below � � � L' "� � � � � � 6"stone sill "" ..� -T- .�.. ,� ,�.,. � I � � ewstmg grade � � �.. .� "'�' ..r �" � � � � � I � _ � + r-•� � � —� � � I I I foundation below � � � � � � � � � � � ( � � � � ( � � � � � � � - - _ _ � � T.O.Lower Levef Slab_I.89'-0" � � � � �— - - - - - - - - - - - - - I - - - - - - - - - - - - - � � � - - - - - - - - - - -- �— - - - - - - - - - - ---� �- - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - �- - --t _ _ T O.Lower Level Slab EI 89'-0" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�— Z - - - - - - - - L - - - - - - - - - - - - - - - - - - -- - - - - Z - - - - - - - - - - - - - - - - - - - - - - Z - - - - - - - - - - - -�- - - - - - - - Z� c� z � W � 2 GARAGE FR � NT ELEVATION w A3., , ,,_ , ,, , FRONT ELEVATION � � _ SCALE Ya - 1 -0 /�3•� SCALE•Y"= 1'-0" -�-� W W � ` stone chimne � � � Q a � o w A �s a a � �"� a a x Ridge elevafion= 124'-6" USGS 8297'-6" `"' � x � o � a �2 . �5 Z � � Ridge elevation= 121'-5" USGS 8294'-5" � � � a � � �2 � M � 8 Ridge elevation= 118'-11" USGS 8291'-11" � � � O `'' U �' O s nthetic slate roof � a �o � � 2X6 fascia Q � ` �"' 2X10 sub-fascia N � � 3060 csmt 3020 fixed transom,' 3020 fixed transom, 2-2336 fixed 3060 csmt, 3060 csmt, � �, hdr C�? 109'-0" hdr Q 115'-0" 8�3020 fixed. 8�3020 fixed. 6X8 ex osed rafter tads � � w/3020 transom header at 111'-0" header at 111'-0" and 3020 awning � a ' W - - - - - - _ _ _ T.O Master Level Subfloor EI 111'-0" Q m - - - - - - - - - _ _ T O Bedroom 5/6 Subfloor EI 110'-0" W S 4x8 timber header h rW' 2-2366 fixed / � ' / � stucco retum v � // �� /� �� stucco sidmg � 0 / \ - 2-2620 frxed transo � / 2-2660 csmts, 6"stone ledge � / � / &2-2620 fixed � � � � � / hea er at 111'-0" metal cap,iron balusters, O O O � O 2-2336 fixed � / \� /� wood top&bottom rad N OO NO � NO N l Ox10 fimber W c`''0 N N � � N � newe posts � V� a ,_ n j c'� � � a ❑ ❑ oZ - - - - _ _ T O.Foyer/Kitchen Level Subfioor EI. 100'-6" N O � W w Q N - - - - - _ rea Room eve u oor E - � O � � - - _ _ - - �- - T O Garaqe Slab EI.99'-4" � � � Q � w � � Z _.�� � � � � � - � - � – - - - – – - - - - - - - - - - - - - - - - – - -� — — — — — — — — �y N � � m _ � � � � � "" � � ex�stin � 1� p� Q Z � � U � � I I stonegeneee t/� 1� N � � w � � ( � �old proposed grade � � � � I I I � 3 � y N w °- � W � - - --- -- - - - - - - T � � � I w/8x81kneerbralcesns � � Z Q � Z Z Z a' � � I I � � 6"s tone le dge � Q U C y O � � �C U ( � � � � stone retainin / atio fire ►ace _ � , , , , I wall-see landscape drawings 3 R I G H T E L E V A T I O N � � � � � proposed grade � � I � � � A3.1 SCALE.ya"= 1'-0" � � � � � � I I I I I I T O Lower Level Slab EI.89'-0" - - --f— - - - - - -� - - � - --�� - - - - - —�- - - � — - - - � C I � � � �� � � Lowest Finished Grade=87'-6" USGS 8260'-6" I � I ELEVATIONS � � � line of L _ _ _ _ J foundation below NOTE: USE TEMPERED GLASS WHERE REQUIRED. - - - - - - - - - - - - - - - - - - - - - - � �� ..., r°'"k` ' �2 5� Scott S. Turnipseed, AIA stone chimne 10/6•roof rev�sed s nthetic slate roof ardvtecture�constn�on�ir�tenordesgn 12 �5 Ridge elevation= 122'-0" USGS 8295'-0" 2X6 fasaa - 12 g 2X10 sub-fascia ' 12 / \ � 8 � � � � 2-2650 csmts / � 6X8 ex osed rafter tads � � hdr Cs� 117'-0" � / � � � board on board � 2626 trnsm � / siding, 10"reveal . � � wood tnm,typ � •� p 2020 csmt 2x8 head,2x6 sides,2x6 sill � Z3 - -- 2650 csmt 5 50 picture 2 50 csmt �2 hdr Q 117'-0" �� /� � � � ^ hdr Q 119'-0" hdr C� 119'-0" hdr @ 19'-�" 3 Q p � 10"head trim 10"head tnm � � � _ _ T.O Master Level Subfloor Ei. 111-0' � � U � T.O.Bedroom 5/6 Subfloor EI 110'-0" N '� � M — — — — — — — — � O copper roof � � W ^ / \ � � 10"head trim �_ O � �` � \ 5060 pictur,e \ � � V '— dS / 2-2620 fixed tmsms, / � � N 3-2620 fixed transoms, � hdr @ l Og'-0' S060 icture, � 262 fixed transom -« O 3020 fixed ransom, 2660 r�smt p � 2640 csmt � �, � p 3060 csmt, 7660 picture, &2-2620 fixed. 2660 csmt, hdr C�? 108'-6" C O� &3-2620 fixed. hdr C�109'-0' header at 111'-0" &2620 fixed O � �"? cn &3020 fixed. � header at 111'-0" ea h�side / header at 111'-0" stucco siding V ap header at 111'-0" / / eac side \� ''— N each side � / � / 2046 csmt metal cap,iron balusters, � N � � / hdr @ 107'-0" � � � wood top&bottom rad � L. I I I � � I 10x10 timber � } Q � I I I II I I IIII� I II ' I III newel posts N Q � � ❑ ❑ ❑ � � 1 - - T O Foyer/Kitchen Level Subfloor EI 100'-6" '�"— � () _ _ _ _ _ _ _ _ _ _ _ T rea oom Leve u oor E. } � � � � � T O Gara e Slab EI 99'-4" — � � � — — — — — — O � � I b"stone ledge ` ._, U / / � stone veneer � L � � 4x10 timber header \ � \ / l Ox10 timber columns � 40 csmt � w/8x8 knee braces � dr Ca?9 '-0" stone column bases � -26 0 csmts � hdr @ 97'-0" proposed grade � T O.Lower Level Slab EI 89'-0" � � � � � � � � � � � � � � � � � I� � , , ( old proposed grade R E A R E L E V A T I O N z — — � — � - - - - - - - - - - - - - - - - - - - - - - - lineof � � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - I - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - — foundationbeiow A32 SCALE:Ya"= 1'-0" � � Note: Spiral stair rading w to match deck railing. existing grade � 1 `�/ F-+ � � z � s nthetic slate roof � � �' - ,2 Q a �, o �2 —15 2X6 fascia W A 12 �5 a a � 5� 2X10 sub-fascia �"'� �—) a pi � x � � W � � a a � 6X8 ex osed rafter tails � � � n / 2646 csmt \ sd ng,�0"�rev�eal a � '� � � M �, � hdr C�? 119'-0" � � � � Icopper roof cn U \ 2646 csmt / O � � \ hdr Q 119'-0" / 1016 kitchen roof revised custom bracket O ,..� 10/6 rear skirt roof detail revised � � date: 10 6 OS 10/6 front skirt roof detad revised O �- 1 kitchen roof revised 12 N v �`' 3 � - . T O.Master Level Subfloor EI 111'-0" A � — — — — — — — — _ ___ _ -- � � _ _ _ _ _ _ _ _ _ T O.Bedroom 5/6 Subfloor EI. 110'-0" _ __�, � ,.� date: 10 6 08 � � � LI �/ � window revised stucco sidmg m o D / � W metal cap,iron balusters, /� �� / \ v� u.i ��N 13 2009 wood top&bottom rad 2-2040 csmts hdr @ 108'-6" 2-2640 csmts > V 1Ox10 timber hdr Q 108'-6" W W newel posts \ / �� /� � � � v � . ' stone veneer old proposed grade O O O � O proposed grade NO NO NO � OO � N T O.Foyer/Kitchen Level Subfloor EI 100'-6" W Rf N N � �. N _ _ _ _ _ _ _ _ _ _ rea Room eve u oor E 0-0' � H � �— CV cM � � _ _ _ _ _ T.O Gara e Slab EI 99'-4" 0 Z — — — � I N � ap "' w Q � i 4x10 timber header � ~ � � W � � Z v N J � � m Q / � 3-2650 csmts— � � ( l Ox10 timber columns N / \ hdr C�J 97'-0" w/8x8 knee braces y � � � Q W � � � ( � s t o n e c o l u m n b a s e s 3 = y N � � � � � 2-2626 fixed — �� - - — W � Z �" y U Q Q °- Z hdr Q 97'-0" � � = O Q � Z Z _ \ /I � � W N � � � � I � I existin grade � Q V ` U _ � � � line of — I � � foundation below � � � � � � � � � I I T O Lower Level Siab EI 89'-0" — — — —��-- — — date• 10608 � — L - - � ( window revised � , , 2 LEFT ELEVATION • - �-- - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - As.2 SCALE:Y4�= ��-o�� ELEVATIONS NOTE: USE TEMPERED GLASS WHERE REQUIRED. � ���'� �'�� �Y'�`� , ��� C� �� ��{a?:,' Scott S. Turnipseed, AIA artf�Cture�oonstnacbon�ir�riordesgn 12 �2 5 � copper roof —1 5 s nthetic slate roof s nthetic slate roof ' custom cedar bracket custom cedar bracket 2X6 fascia 2X6 fascia 2X10 sub-fascia 2X10 sub-fascia � � // \� // \\ 6X8 ex osed rafter tads Q M / \ � - 6X8 ex osed rafter tads / \ ," " i �2630 csmt 2-2650 csmts - 650 csmts stucco fim � C � 2-2650 csmts dr @ 117-6 hdr� 117'-0" � tidr Q 117'-0' board on board h r Q 117'-b" sidmg, 10"reveal \ / � � stucco siding � �� � \ / \ / ^1 � � curved decorative W � � � \ / metat rail T O Master Level Subfloor EI i l l'-0" _ �✓ o � _ _ T O Master Level Subfloor EI. I 11'-0" � '� U M T.O Bedroom 5/6 Subfloor EI 110'-0" �, _ T.O Bedroom 5/6 Subfloor EI. 110'-0" � C N — N �,,) 2x12 belly band curved decorative � � W O metalrad �_ O �` 8x12 brackets U ^ � , � � N � ,� � 4x8 timber header / \ 4x10 timber header � N � � w / \ � / \ Q stone veneer C . O� date 10 27 2008 � � � � 2646 csmt 2646 csmt � stone veneer 3-2 46 csmt w han ed T " hdr @ 107'-4" dr @ 107'-4" r@ 07'-4" � M w i n d o c , 3"stone sill � O ,.,_ N g stucco sidmg C�?stone veneer � N �'? 2-2650 csmts \ / � � � � 3"stone sdl � � N N O � hdr C�J 107'-6" � � " � � \ / stone veneer . .� N � � 6"stone ledge � � � Q ,�. . �- Q £ �� � � Y'"' T O.Foyer/Kitchen Level Subfloor EI. 100'-6" _ _ _ T O Foyer/Kitchen Level Subfloor EI 100'-6" �j a — — — rea oom eve u oor - — _ . rea oom eve u oor . "E'-' � (� — — T O.Garaqe Slab EI 99'-4" � _ T O Gara e Slab EI 99'-4" -F— � 2-2646 csmts � �" hdr @ 96'-6" � � electnc meter O ^ I I � proposed grade , ` � l•J / \ I gas meter � // \\ / \ I I � line of 3-2656 csmt hdr Q 96'-6" � � proposed grade � � foundation below \ / I � � existmg grade \ / � � � � line of � I � � _ _ _ I � foundation below � � � ...� �� � � existmg grade � � ,� � � �"' I � ( �.. � ""� � ( � T O Lower Level Slab EI 89'-0" � _� � � � _ _ � T O.Lower Level S�ab EI 89'-0" h .�. .�� �� _�--- — - =L=- - - - - _ - - - - -___�� - �-�' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ � s. _ � � — — — — — — — — — = — .—� �,- - - - - - - - - - - - - - - - - - - � � - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - � � � old proposed grade � ,� � �� � � � � ..... .� "'� � �- - - - - - - - - - - - - - - - - - - - - �-_-- --.--fi - - - G A R A G E G A R A E z - � _ ] � - -C-----------""'-""- - - - - - - - � AR ELEVATION SIDE ELEVATI � N w w 2 RE , � A3.3 SCALE:Ya"= 1'-0" � A3 3 SCALE.Ya"= 1'-0" � � z � _ W � w Q a � A , 5 � a a � � s nthetic slate roof ~ � �) R� � x � o W � � a a o 2Xbfascia � Z � ^ � 2X10 sub-fascia a a � � � cri Q' � � � 6X8 ex osed rafter tads �'''� O � � board on board � � a sidmg, 10"reveal , � curved decorative � metalrad M � H T O Bedroom 5/6 Subfloor EI. 110'-0" Q — — � • 2x12 belly band � 4x8 timber header � 2646 csmt hdr C� 107'-4" stucco siding / � 6"stone ledge � A O � . O O O O O f T O Great Room Level Subfloor EI 100'-0" �, Q W N N N � � N — O y � r N M � � — — T O.G a r a q e S l a b EI 99'-4" � - - - �y Z date 9.27 OS stone veneer � O � W � � � � oor an win ow � ' � �'�' � w > � Z � at Annex � i� W � �y Q � m m O I C O p C ` � � v�, U I , W � y N � � � � � � � ; V Z >- � z Z z � o �.. � � . '� � W W O a ai � � � U I 2646 csmt � Q V � U - I ❑ dr Q 9 '-6' � existmg grade � � - � T.O.Lower Level Slab EI.89'-0" _� �` I ,< � � � � e � e �� - proposed grade G A R A G E ` _ _� old proposed grade � - - - - - - - - - - - - - - � lineof 3 H I D D E N E L E V A T I O N foundation below ELEVATIONS A3.3 SCALE:Y"= 1'-0" NOTE: USE TEMPERED GLASS WHERE REQUIRED. ���s,�, ,<q q;,,��,.n,-�,����� . —�5 � � 12 ����''����'�s r ��i,i i�� 12 - ���^��� �5 ����� ��\�� Scott S. Turnipseed, AIA ���i �\�\ ardidecture���chai�imena�d�gn i i � � � � �� ' � � � �� � 1 �� � 2xi2 rafters � �2 C�stairs r - - - - - -- - --I --i2 - r - --� r- - - - -- � �- - - , - I I I gtudy I i I o I St--� I I I I I I I Sitting v � o I Q ` I I I I I I Master Bath I II II I ;� > I I — I I I I I lo � � I �,� �� Stairwell Q � I I I I I I ^ W I I � ^ � �- - -J L- - --- -� L - - J I I ` c o0 � ,� I ( T O Master Level Subfloor EI 111'-0" ___ - __ �, � 'a � T O. Bedrooms 5/6 Subfloor EI. 110'-0" �, p � O _ T O.Master Level Subfloor EI 111'-0" — _ _ — — — � � U M -- �' —� +- � � � � N �� °' N Mudroom v� � ,—_ �- — Office Laundry �. M• �• � � poyer � � � ° � -� 1- — � -�- - -- -L o P o w d e r I I I I •— ° w °, I I Front � � � a- - - � Z v I I I .I � � r �s I I Porch � � i ��\-- 1 `�°° � I I I `�" °° � N } °o I I I I �� � \\ Z ��� W I I I °1 o N � I`��b°° I I I � -L I I I I I °' I I I °� � ���- I I I I � U � M fla stone � � � � I � "L � � � � ~ 4� � � � � � � � � � � � \ °o � +— f� • ,�.�., N O� I I I I _ � — — — _ — — — — ^ _ — _ — _ T O Foyer/Kitchen Level Subfloor EI. 100'-6" (n } � Q _ � � � T.O Foyer/Kitchen Level Subfloor EI 100'-6" _ _ _ _ _ _ _ _ _ — — — — — . rea oom eve u oor U � T O Garage slab EI 99'-4" � L Q T. .Grea oom Leve u oor 1 "'� � () cnpplewall^ Bedroom 2 Bath 2 Fam11y Roorn � � � _ cri le wall � ^ 0 � �� O r �,(„ �,�, �— shower .,,., � t�o�ush up Powder �OUndry orflush up � ' v '• �5� �� � � � � � � �/� •r r51ao �h00 � ��� � _ �+ ! P � W � � .�� �51v Q �_ . o � / �� � � '' � / s _� � _ ,, � T.O.Lower Level Slab EI.89'-0" , _ ------h : t • � —� �� �� J Q _ ; T O Lower Level Slab EI 89'-0" � � .� . � ,. ,. - ,. BUILDING SECTION 1 BUILDING SECTION 2 z , 2 �.., A4.1 SCALE:Ya"= 1'-0" A4.1 SCALE:Ya"= 1'-0" �T1 '""� �.y.i t—' W V F-+ � � z � W � w . a � o ` 12 I--I a a � � 5 � a a � II � x � o L1 Master � • Bathroom H►• �• C• - � � � v z Sitting � � � � Room a � � � � M Q� � x � 1—I � op O M V II t2 � � O 12 � � 3 , 6� O al 6� T O Master Level Subfloor EI 111'-0" T O Master Level Subfioor EI. 111'-0" _ _ T O. Bedrooms 5/6 Subfloor Ei. 110'-0" _ �2 T O. Bedrooms 5/6 Subf{oor EI. 110'-0" O � cri .-� —1 5 � E-� Laundry Office Kitchen Mudroom N O Hall � a r— oC �� "'��o LLI , � �si�o � m a a � � W t/� W — � W W cnpple wall � �- T O Foyer/Kitchen Level Subfloor EI 100'-6" _� T O Foyer/Kitchen Level Subfloor EI. 100'-6" _ _ _ _ _ _ _ _ _ _ T . rea oom Leve u oor E - —� T rea Room Leve u oor - O O O � O _ _ _ _ _ _ _ _ _ T O Garage slab EI 99'-4" �, cri le wall _ _ _ T O.Gara e slab EI 99'-4" OO OO NO 0 NO Hall Bcth 3 Bedroom 3 o N N ° �: � *� Bath 2 Bedroom 2 -v • '� � �— N M � � W ..' N� Z j w Q c�n .. O w � � � Z .� M},� �� � � � w � � ; F— � Q � m °�° � ; � V z = � � < = n1 � Q u � � � � � � �j W °_ J � N : U J Z _ .. h N � p ? � � � Z >- ._ v U <• T O.Lower Level Slab EI 89'-0" T O.Lower Level Slab EI 89'-0" O Q - Y - - - U � . .,. .. . ; . y . �� •-�, • � j � BUILDING 3 BUILDING SECTION 3 4 BUILDING SECTION 4 SECTIONS A4 1 SCALE:Y"= 1'-0" A4.1 ��_ � �� SCALE:Ya — 1 -0 t�"� ,'� �::�"�� �. �`� ,r;'�' �, Y� 12 �-� �� :.F�� —1 5 - - 12 --� 5 Scott S. Turnipseed, AIA arcfiitecture�ca�stnx�on pr�enardesqn Bedroom 6 2'-0" r- -- T - - -, Sitting Roorn - I I I Bath 5 Bath 6 I I I � � I I I — �°�' �' � I I I � � � I I I � I I I � � � T O.Master Level Subfloor EI. 111'-0" �, � � _ � _ _ _ _ _ T,O Master Level Subfloor EI. 111'-0" � �' � O T O Bedrooms 5/6 Subfloor EI 110'-0" , —r �— _ T O Bedraoms 5/6 Subfloor EI 110'-0" r, � N � � �` � O — � o � .� U M Mudroom -�- � N .0 dj M Garage Garage � � � o �— p W o� U ^ � iN °� "510� `��0 N N O n � L C } � °` � p � M U N a0 .� N � � T O Foyer/Kitchen Level Subfloor EI 100'-6" _ _ _ _ _ _ _ _ _ T O Foyer/Kitchen Level Subfloor EI 100'-6" ~ � � � rea oom eve u oor '`- � . ,� N O� — — — — — rea oom eve u oor - _ _ — — — — — — — T O Garaqe Slab EI 99'-4" r, _ _ _ _ T O Garaae Slab EI 99'-4" �, � � p Q ... � � Q. Bedroom 2 � �" i U a Mechanical '}'- � Mechanical Bedroom 2 .� Bedroom LVLper O r C � O S@ t � steel beam 2 C � O S E t str.engr. '— 5 per str.engr o5iao `J ,r, �i�v � f /� Nil� ; °' �� � ; � a a �. � , % . T.O. Lower Level Slab Ei. 89'-0" �. _ T.O. Lower Level Slab EI. 89'-0" � �, — , , , � — ,, , . ... .� .. � �' r��� , BUILDING SECTION 5 z A4 2 SCALE:Y4�- ,�_o�� 2 B U I L D I N G S E C T I O N 6 � w a A4.2 SCALE•Ya"= 1'-0" � v E-+ � � � z � �._ ,� ��_.._ .. ,�., �.��._. . _ 12 rT, � f�, , � —15 F♦i a �., O �� Q A � en ineered truss W Master ►-� a a � per structural �2 ,..,, a x -� F � - -- Bedroom � � O rafteroption 8� - - - - - - - - - - � � ' �. `x+ � a per structural � � � 1 en meered truss � C7 ,.,,a O // �\ I ! 1 per structurai — — — — — — r— —'� Z r-, U . 12 � � � / ' � � rafter option r � � � � ^ /� - � ��\ — — — — — I per structural 8 I I I � I a � � i � _� �! �� I I I I _ � ri � � � �� � Great Room �� � . �� �� I I I I�;� � � � � � � � I I I I °' M v i ;' � � � alternate plate height= 113'-10 /8" � � �� _J._ _ __ _ L__J `n � aiter ate piat he ght � � O = t 1 -2 7/8" � O p� � �,�,„,..-°"`�p — — - - - - T O.Master Level Subfloor EI i l 1'-0" Q v „ _. .._ "' T.O Master Level Subfloor EI i l 1'-0" ,, r_ _ � - '� m — ' — — — � _ T.O.Bedrooms 5/6 Subfloor EI. 110'-0" N � �._ -=� T.O.Bedrooms 5/6 Subfloor EI 110'-0" �, _ — � - _ _ - - L _ - - - � - - ' H - , � . _ Hearth Room , (� ' � r — � r — — � � - - � — — � O ��� �p I I I Din n I I I r- _ T _ _ � � a ��� . �' I _ I I Room � � � I I I °� � I : � I I I I I 0 � M Q I � � � I � � �� I I I I I I , W I ^ I I `b `�'� � W ' - V ' � I I I � � I I f I I I °� W ' ° I I I lb I I I I I 1 � p £ � L — J L — - - J L_ — J I I I + , � � � � 5 t , � � � � ' " T O.Foyer/Kitchen Level Subfloor EI 100'-6" _ _ _ _ _ T O.Foyer/Kitchen Level Subfloor Et. 100'-6" O O O � O — — � — t — . rea oom eve u oor - _ _ _ _ _ _ rea Room eve u oor . OO OO NO � OO _ _ _ T O.Garaqe Slab EI 99'-4" �, H aj � � � �j — — ' T O.Garac7e Slab EI.99-4" 1, — — — — — — W c� N N � `r N — — — — — H � � c�i ri �' �ri ` Bath 4 Bedroom 4 Z �• r_ _ � r -- -�- --r- - - � Q ap ,3 � Q �i.� Family Room ' I I I I I I �"� � u�, > � z ., t i i I I I �+5� V N � � � m O c h l o o � � � � � � �A� � � Q Z � � U ' o.� P �--- J I I I I o t~/� N W g � w � , I � ---� - --�- - -� Z Q � z Z z � O �J 0 c - ' V G •ai � � �- U _ T.O. Lower Level Slab EI. 89'-0" _ _ T.O. Lower Level Slab EI. 89'-0" __� ♦�t y .,' REVISION N4TES: • 5 22 2008 BUILDING 1 . TRUSS OPTION SHOWN 4 B U I L D I N G S E C T I O N V SECTIONS 3 BUILDING SE � TION 7 A4 2 SCALE:Ya"= 1'-0" A4 2 SCALE Y"= 1'-0" 12 � 5 ;��.� ��-����� �.� � � a, -.�',�'d`��s CCY333���YYY���,,,��� 4�� . � 1 L _ _ � 5 Scott S. Turnipseed, AIA , arrh�ecture�cor�sm�on pnt�a�desi�, Master q Bedroom � � � ��� - Elevator Master Master /�� ��\ �, Hall Bath Bedroom � � � - o Hall � � � i � O 12 — �!� � � � 3 l � a �. YN � — — — — — � — — T O Master Level Subfloor EI 111'-0" � M ^ W — — — � T.O.Bedrooms 5/6 Subfloor EI. 110'-0" . � — — � — — � � O � .N � — T O Master level Subfloor EI 111�-o° G r e a t R o o m � K i t c h e n , � o 0 0 I � '�, � M — _ T.O Bedrooms 5/6 Subfloor EI 110'-0" } � � N _C � M � �� L Kitchen Hearth Room I � �- c w° ° 0 I •— ° � � v � � � N � > � i. N � � a, ( o N °i W _ — — — — ( _ _ T O Foyer/Kitchen Level Subfloor EI 100'-6" � U a0 _ _ _ _ _ . rea oom eve u oor . - � � — — — — — — — — — _ _ _ _ T.O Garage Slab EI.99'-4" � � � � � L -� � �� Family Room � v o a — — T O Foyer/Ki tc hen Level Subfloor EI. 100'-6" ; B e d r o o m 3 � '_ — — — _ _ _ _ rea oom eve u oor - s Q — — — — -F—' ` U — — — _ _ T.O.Garage slab EI 99'-4" �, � � M '•, � r5�oo �°D O d' ,J Bedroom 3 Bedroom 4 a ° ^ � U � � 0 .: > /�� r 1 \{/ — T.O. Lower Level Slab Ei. 89'-0" W � — .r _ r T.O. Lower Level Slab EI. 89'-0" � _� �- < % ,. �� , BUILDING SECTION 9 z � A4.3 SCALE:Y"= 1'-0" � a � w � BUILDING SECTION 11 � � � Z W � A4.3 SCALE:Ya"= 1'-0" �2 z ,,,,,, _ —'S (-tl � �., � Q a �, o w A a a � �"'� a a x �/1 x � o � � � a a o st—�. � z � � a � � � � M �, o � x � O ``' U `r' O � a 00 � c� o � M N .� — — _ _ _ _ _ _ _ _ T O Master Level Subfloor EI 111'-0" � — � r Q � � a W Great Room Dining p m Foyer W � t/� W > V W W �L 0 O� — _ _ _ _ _ _ T O Foyer/Kitchen Level Subfloor EI. 100'-6" F� �j � � N o N , , , — — — _ _ . rea oom eve u oor . - W � N N � d. N . ,� . , y � �- CV M � � Z .; Q ap w 3 J � Famil Room w Q v�i . . v Vo � W � oZ _ � N � � � m O pL ` = Z N � U �. d3�v r'�°p r"s�ao � � N 0 0 ; ycv � g � � � w w � O Q y Z Z Z � Q - V � .� � � ►�- c.� — U _ _ T.O. Lower Level Slab EI. 89'-0" • 2 B U i L D I N G S E C T I O N 10 BUILDING A4 3 SCALE:Y"= 1'-0" SECTIONS ����`�1 t� r� ` ��` � �+J•�w N� !r �y 5 .A. .',�,�ti� 12 - - - � 5 ROOF SYSTEM: ROOF SYSTEM: S�cot�t�5i�T�urn�ip iee�d, A�IA SYNTHETIC SLATE ROOF, OVER SYNTHETIC SLATE ROOF, OVER ICE & WATER SHIELD, OVER ICE 8� WATER SHIELD, OVER . 5/8" CDX PLYWOOD, OVER 5/8" CDX PLYWOOD, OVER RAFTERS OR TRUSSES PER RAFTERS OR TRUSSES PER STRUCTURAL 12 STRUCTURAL � $ � OVERHANG, SEE DETAILS � OVERHANG, SEE DETAILS � M �O � � C o0 � '� O ^, N � VJ � � ^ � O � U `'� N C Qj M �.L C w O �_ p ^ a U r- � 3�_��� i y } °o c .- o� BEDROOM 6 ° � M � V +' N �„_, N c� 2'-6" � � � . .�, v� o• � � O � � �Q DINING ROOM -�— L � WALL SYSTEM: -�— � � STUCCO OR WOOD SIDING, OVER 0 .- 30 LB FELT PAPER, OVER 1/2" CDX PLYWOOD, OVER U _ T.O. BEDROOM 5/6 SUBFLOOR STUDS PER STRUCTURAL, OVER � EL. 110'-0" W/ R 19 FIBERGLASS BATT INSULATION, AND 1/2" GYP. BOARD WALL SYSTEM: 6" STONE CAP STONE VENEER, OVER 30 LB FELT PAPER, OVER 1/2" CDX PLYWOOD, OVER T.O. KITCHEN/FOYER LEVEL SUBFLOOR STUDS PER STRUCTURAL, OVER - - - W/ R19 FIBERGLASS BATT INSULATION, EL. 100'-0" AND 1/2" GYP. BOARD _ T.O. GREAT ROOM LEVEL SUBFLOOR � EL. 99'-6" z � W � w � H � � z � _ GARAGE w � w . ^ a � � CONCRETE SLAB H W A PER STRUCTURAL � a a � � STONE VENEER � x � � ANLE IRON W � a o U � PER STRUCTURAL � Z � ^ a � � _ � � M � T.O. GARAGE SLAB BATH v a EL. 99'-4" K, U � 4 O � O a O a a c0 aa a N � �' � FINISHED GRADE - � E.., SLOPE PER SOILS � O a ENGINEER ANLE IRON �G a 4 PER STRUCTURAL m � � FLOOR JOISTS PER FINISHED GRADE - a STRUCTURAL SLOPE PER SOILS yU a ENGINEER � Q FOUNDATION T.O. LOWER LEVEL SLAB a 4 WATERPROOFING 4 EL. 89'-0" MECHANICAL a ° ° a ° � � � °° � d p d � N N � OO R O 0 M CONCRETE SLAB W m N N ° �: �`�i, P E R S T R U C T U R A L H �° '- c�i r i � � ° CONCRETE CONCRETE SLAB Z 3 � 4a FOUNDATION WALL PER STRUCTURAL � � � ,3 Q N � AND REBAR PER � � CONCRETE V N � � � m O � STRUCTURAL � m � ►_- � � F O U N D A T I O N W A L L p� � Q z � �- U ° � a � AND REBAR PER � N � g � � � �a �a STRUCTURAL Z � � U � Q u' z J J � N _ _ i _ T.O. BEDROOM 2 / MECH SLAB � FOUNDATION � a N O � � � - ° a a� EL. 88'-0" � WATERPROOFING V � - U a� _ ° a � CONCRETE FOOTING a � CONCRETE FOOTING � PER STRUCTURAL � PER STRUCTURAL � a ° ,__�Ja � 4" PVC DRAINAGE TILE - a a Ja ° 4" PVC DRAINAGE TILE - 4 � PER SOtLS ENGINEER 4 "'� ° a Q PER SOILS ENGINEER ■ a ° Q a WALL 2 W A L L S E CT I 0 N 2 , W A L L S E CT I 0 N � SECTIONS A51 SCALE,1 Yz"=1'-0" A5.1 SCALE:9 Y"=1'-0" °;��� ''°� g3x`�'�,` .�� _. �3} � Scott 5. Turnipseed, AIA ard�ecture�caistr►�tfon�Ir�iordes�n SIMULATED SLATE ROOF SIMULATED SLATE ROOF PRE-ENGINEERED TRUSS 5/8" PLYWOOD ICE & WATER SHIELD OR RAFTER PER STRUCTURAL � 2X8 LOOKOUT 5/8" CDX PLYWOOD ROOF R58 BLOWN iN INSULATION SHEATHING Q . 1 X6 CEDAR T & G SOFFIT — �2 2X6 R.S. CEDAR FASCIA $ — SIMULATED SLATE ROOF 6X8 EXPOSED Q '- � '�° ICE AND WATER SHIELD BARGE RAFTER/RAFTER TAILS o 0 2X8 LOOKOUT � � o0 2X6 FASCIA , , � •�, o 5/8" PLYWOOD 2X12 R.S. CEDAR � � 2X10 SUB-FASCIA � �° ° SHEATHING SUB-FASCIA o 0 0 � 'L. O M � U � � 1 X6 CEDAR T & G SOFFIT 12 t� 'c � cN ?, h\ry � $ „ � .���, ' 1 X6 CEDAR T & G SOFFIT � o w � METAL SOFFIT VENT 6X8 EXPOSED •� ? N � �' ryB A R G E R A F T E R/R A F T E R T A I L S � � � � � 8X12 CEDAR LOOKOUT � � � � � J -� N ; COPPER FLASHING �'- � a� � o � L } ^ ' • ? � � 2X6 R.S. CEDAR FASCIA `r' � � � � .c �- �� � � � 2X10 R.S. CEDAR SUB-FASCIA ,,,� a M � 8X12 CEDAR LOOKOUT 2'-6" OR 3'-0" � � , PLATE HEIGHT U , PER ROOF PLAN � 2'-6�� 6X8 @ 30" OR 3'-0" EXPOSED RAFTER TAILS 3" chamfer 3 OVERHANG @ RAKE DETAIL 8: 12 2 GABLE DETAIL 8: 12 , 4VERHANG @ GABLE DETAIL 8: 12 A6.1 SCALE: 1 Y2 — 1'-0' A6.1 SCALE: 1 Y2 — 1 -0' A6.1 SCALE: 1 Y2' — 1 -0' � �� � �� � � _ � � - - z � W � w SIMULATED SLATE ROOF � F, � � 5/8" PLYWOOD W � � SIMULATED SLATE ROOF W � w - 2X8 LOOKOUT ,.a �., O ' PRE-ENGINEERED TRUSS ICE & WATER SHIELD Q W q OR RAFTER PER STRUCTURAL 1 X6 CFDAR T & G SOFFIT 5/8" CDX PLYWOOD ROOF �"� a a � 12 R58 BLOWN IN INSULATION 6X8 EXPOSED SHEATHING U1 x � � BARGE RAFTER/RAFTER TAILS � � p —� 5 2X6 R.S. CEDAR FASCIA a v SIMULATED SLATE ROOF 2X6 FASCIA ,�/ z � ^ F-y � 2X10 SUB-FASCIA � � 2X8 LOOKOUT � � a ICE AND WATER SHIELD , , a ,._, 5/8" PLYWOOD 2X12 R.S. CEDAR � � `Y' � SHEATHING ' 12 SUB-FASCIA M v � � h�ry —15 � � O 1 X6 CEDAR T & G SOFFIT ? O '-a ^�ry 1 X6 CEDAR T & G SOFFIT � COPPER FLASHING � M � 6X8 EXPOSED PLATE HEIGHT __,, n � BARGE RAFTER/RAFTER TAILS � PER ROOF PLAN �f O 2X6 R.S. CEDAR FASCIA �'' a SX12 CEDAR LOOKOUT 2X10 R.S. CEDAR SUB-FASCIA � � - i� METAL SOFFIT VENT " CO 6X8 @ 30" 2'-6" EXPOSED RAFTER TAILS � N OR 3'-0" 8X12 CEDAR LOOKOUT � 2'-6" OR 3'-0" � 00 00 °0 � °0 � o 0 0 °o 0 W t�'0 N N � � N Q m � r- CV c'� � � h � 3 J - > W w w � Z � � � � m m O Q z � � U � Q �, � w � � w � � N z ¢ z � O _ OVERHANG @ RAKE DETAIL 5: 12 5 GABLE DETAIL 5: 12 4 OVERHANG @ GABLE DETAIL 5: 12 W �N ° � '� � 6 t/� A6.1 SCALE• 1 Y2"= 1'-0" A6.1 SCALE: 1 Y2'= 1'-0" A6.1 SCALE: 1 Y2"= 1'-0" Z ° � � V °o � N . y N � Oa DETAILS V2 , , 2X6 STUD WALL .��� H� .,��,�. ..,,�,,,._ . .,,� 2X6 STUD WALL 2X6 STUD WALL 1/2" PLYWOOD SHEATHING � �, ��t F � 1/2" PLYWOOD SHEATHING � 1/2" PLYWOOD SHEATHING � ����`�� STUCCO SIDING � 1 X12 CEDAR BOARD ON BOARD SIDING STUCCO SIDING ; ON 15# BLDG. FELT � (10" EQUAL EXPOSURE) ON 15# BLDG. FELT -« ON 15# BLDG. FELT x HEADER PER STRUCTURAL S�co�ttu�si T�urn�ipslee�d, A�IA , � r HEADER PER STRUCTURAL ; HEADER PER STRUCTURAL � � 4 FLASHING AND SEALANT : � FLASHING AND SEALANT � RAISED STUCCO HEAD TRIM, ;; FLASHING AND SEALANT f , ,� � 3/4" PLYWOOD PAD " 2X4 r ARCHED t ¢ R.O. HEAD - � � R.O. HEAD r� R.O. HEAD � :� ' 2X8 CEDAR HEAD TRIM 2X8 OR 2X10 CEDAR HEAD TRIM 4" SAW KERF � SAW KERF W/ 1/2" PLYWOOD PAD " 2' SAW KERF INTERIOR EXTERIOR ALUMINUM CLAD CASEMENT � M INTERIOR EXTERIOR INFILL TRIM WINDOW ASSEMBLY � ALUMINUM CLAD CASEMENT INTERIOR EXTERIOR STUCCO RETURN � •� o WINDOW ASSEMBLY ALUMINUM CLAD CASEMENT " � � � a � � r� WINDOW ASSEMBLY � � � � � �o a o � U M � � �j M ALUMINUM CLAD CASEMENT ALUMINUM CLAD CASEMENT ALUMINUM CLAD CASEMENT � � o 0 WINDOW ASSEMBLY WINDOW ASSEMBLY W I N D O W A S S E M B L Y �_ p w o• } ^ � STUCCO RETURN � � N �ts � . � � � � � Q � M R.O. JAMB x R.O. JAMB R.O. JAMB � u "' ao > > y � f N M � 2X6 CEDAR JAMB TRIM � 2X4 � ~ � � o 3 s - � RAISED STUCCO JAMB • -� N � s � } 0 Q � STUCCO SIDING � � 1 X12 CEDAR BOARD ON BOARD SIDING ' ' ' � a fi (10" EQUAL EXPOSURE) ON 15# BLDG. FELT ON 15# BLDG. FELT . � STUCCO SIDING - '~ o U I N T E R I O R E X T E R I O R I N T E R I O R E X T E R I O R INTERIOR EXTERIOR ON 15# BLDG. FELT "~ � 5„ O � � , U � � STUCCO RETURN � � ALUMINUM CLAD CASEMENT 2-2X4 WINDOW ASSEMBLY '` 3/4" PLYWOOD PAD 2� , 3/4" PLYWOOD PAD . RAISED STUCCO SILL 2X6 CEDAR SILL 4X4 CEDAR SILL 4" SAW KERF 2�� , R.O. SILL R.O. SILL R.O. SILL : > s ;, ; _ — y J ; SAW KERF �' c� SAW KERF ' - ' ,�; • � �� � CAULK ,� CAULK � '�' CAULK �` 2X6 STUD WALL y � 2X6 STUD WALL 1 X 12 CEDAR BOARD ON BOARD SIDING > W/ 1/2" PLYWOOD SHEATHING � � W/ 1/2" PLYWOOD SHEATHING ' z INTERIOR EXTERIOR (10" EQUAL EXPOSURE)'ON 15# BLDG. FELT INTERIOR EXTERIOR STUCCO SIDING . � INTERIOR EXTERfOR STUCCO SIDING ' W � 2X6 STUD WALL W/ 1/2 ON 15# BLDG. FELT ON 15# BLDG. FELT � � SECTION PLYWOOD SHEATHiNG ELEVATION SECTION ELEVATION SECTION ELEVATION `" Z w r� � _ W � �' � Q a �, o 2 WOOD TRIM @ WQOD SIDING WOOD TRIM @ STUCCO IDIN ►—i a a � 2 S G , R A I S E D S T U C C O T R I M @ S T U C C O S I D I N G a ,� � A6.2 SCALE: 1 Y2"= 1'-0" A6.2 `� SCALE: 1 Y2"= 1'-0" A6.2 SCALE: 1 Yz"= 1'-0" � x � O (�I c� ao z � � 1OX10 NEWEL POST � � � a � � 2X4 RAILING CAP � � � 2X4 RAILING � � � � O `r' U � O WOOD SIDING O �' a � � �*; 1/2" PLYWOOD SHEATHING � H O 4�� 1/4" BEVEL a � FLASHING � `'�' - ��� SEALANT 0 � i� 2X12 R.S. BELLY BAND W/ 3/4" PLYWOOD PAD SAW KERF FOR DRIP EDGE o° °o °o � °o CAU LK � t i °' � � � � N O �C N N � N N� a � c�i ri `r �ri STUCCO SIDING N Z � O O j w Q c�n �G V � w > � p Z m � N a Z � m O , = N W � h N � � � w � v� W Z �- U J � � � _ u�.� W � a � oZZ ° `� � U oc0 V � .N � � � 5 RAILING DETAIL 4 BELLY BAND DETAIL A6 2 SCALE: t Y��= i�-o�� 2X4 BOTTOM RAIL A6.2 SCALE� 1 Yz"= 1'-0" 1"SQUARE BALUSTER • DETAILS °�,:✓'.�v* '� jy."r, t',yte^" ; 1' ,� � 2X6 STUD WALL " ��` f�� .�,`.��� T�;=�,�, 1/2" PLYWOOD SHEATHING ; STONE VENEER Scott S. Turnipseed, AIA F �t,fiecrur����tructia,��n�erfa�aesi�, x HEADER PER STRUCTURAL , � FLASHING AND SEALANT 2-2X8 PADS BEHIND TRIM ,: � 3X10 HEAD TRIM ;. R.O. HEAD � � SAW KERF 4" � INFILL TRIM Q M INTERIOR EXTERIOR ALUMINUM CLAD CASEMENT � ` c w WINDOW ASSEMBLY � .� o � a� � � o '- � � •° o ° � U � � V) .0 Qj N ALUMINUM CLAD CASEMENT rn o WINDOW ASSEMBLY — �- o w � ._ . � U ^ � 2N °� � � � � p � M R.O. JAMB � � } N � � a� M � a� � o ; �- � r� . ? cn o• � STONE VENEER C� � o �- ` } Q � �� � ` U 2X6 STUD WALL W/ 1/2 � INTERIOR EXTERIOR PLYWOOD SHEATHING � � � � U � cn �, ALUMINUM CLAD CASEMENT WINDOW ASSEMBLY 4" R.O. SILL ' 5 1/2" STONE SILL �; SAW KERF z ' STONE VENEER � `� z � INTERIOR EXTERIOR 2X6 STUD WALL � � W/ 1/2 PLYWOOD SHEATHING � � _ SECTION ELEVATION � �' w x � : W � w � Q ,� �, o w A , W40D TRIM @ STONE VENEER � � a � A6.3 SCALE: 1 Y"= 1'-0" � x � O W � a o � z ~ � � � a � � � � M Q� � x � OM U lI'� O � O � V M .--i E"� O a 0 0 0 00 0 0 � ~ � N O N N o Q W t�''0 C�V. N � � N Q y � .- �i ri �' � N Z � O p j w Q � � V � w > � � Z �u � N � � m °-\° O CO p� ` = Z N � U W � H N W � � W � � V Z � �; � � W � a � Z Z Z � � � � o V � �`� ° �- � � . DETAILS , Scott S Turnipseec, AIA • � 8'-0" g�_p^ � ar�h�toc�ure�consiruc6on�mteno�desiqo I 12 5f , "'� . � �� � � M�� , �. - - � PLATE HEIGHT= 121'-6" � J $tudy 2'-9" �6�.�„ 2�_9,� � � , � � � C 00 � '� O � � Truss A � L �. 0 0 4� '� � °� cn = �; � � � � ° ,._ o . °, U ^ . � iN �s � � � � o � � � � N � += N N �`'� � 6'-6" 6�_6,� �' N � � L } � • ,� � � - 12 C/) } p � r-��w �m � Q � � 5 f�b� � L U c%' ^ -^ -�— � c� I 3� � � _ — �2 'LATE HEIGHT= 118'-2" O � � Sittinq room 51„ 6�_Q1„ 6�_�1., 51�� � 2 2 2 2 � I I 2'-3" 13'-0" 2,_3�� � Truss B � - - - _ -� _ � -T- - � I � �� �� � I � / jf r �Is s E _ - - � �o�-o�� � i o�-o„ _ � � � � _ � -I - ---� � � Y � � I \ � I I z I � ,� � a � � � � i � �° -� w w � I � � (� -� � - -- - - - - �! � � � --I E-- � � - - �� � , _ I - W � �'rr�-s s D T f U S S C - Great room z � _ - - _ I \I — � � � � ' W � w i Q � � � - 9'-52' g�_61° N PLATE HEIGHT= 113'-0" a �"' � �- - -� � � � 2 Q �- - - - - , -�- W Q \ / I 52' �� �9�-�° 52' � �"� a � / / I 'I ,,-,� / _—_� I t�_q8� "� �l � _ _ � �� � `-, � O x � a � � � / � Truss A� Truss C � � , \ � � a � � � , — - - - � � � � z � � � I I � � � � Truss / B � ,;� a � a —� I I � � I � 10'-0" i 4'-3" � � � � ` � � � \ � � - / � E-- - - � � � � / I I � � � �, o � —I� — — �C---� - - -- - -- I a \ \ � � 0 � / � - - � � >> � � � � � � � � \ � H / Great room � / / - � � / � q a N 9'-62' 4,3„ PLATE HEIGHT= 113'-0" / � / \ � 52' I � 13'-92' � 'r' / � / \ \ � / / ��`� Truss D � / � / / � / � /�. � � � � � � ` v ] �.. I � � � N � � O \ ` W I�d N N � �. N � � � H � ^ c�i c�i �' ui � Z � O � W w a vWi V � w > � � Z �y � '-`-' � O J � m � � Q Z = ~ U � Dininq room �. � (V � Q w � � N ' N � N O� � � � � _ � � PLATE HEIGHT= 112'-0" Z }. U J —i � c~i� 6'-32' 6'-32' � � Q Q Z � �` Q Q � � � � O -� �I( �„ , �,. � i 2�a° (,j � - U 2'-3��� I � � _ � Truss E - , TRUSS PROFILES ' , A� � SCALE 1�= i/4" TRUSS PROFILES - --- — — - - - > . � � � � Scott 5 Turnipseed, AIA a�ctutecture�Consiruci�ai�inlen�rdesic�i . ❑ � � _ � � � � �O � C o0 � '� O Bath 4 .� � - - - - - - - - - - - - - - - Q� L — 9'-6" ceilmg � � O W O � � I B e d r o o m 4 ��°Wn � drywall '� U M I molding 10'-0" cedmg s¢e tbd I� w: -+-- C � � drywall � .�ky C/? . � M � I�o �t. � i<�� � I 9 � ��� Ou' � I � � � � � � � I � � `Vo , I � � �- c � °' �� � � I I O � �? � I � � � � � � U } � � � f �I— —I � � � �' N M -�'��� I I Family I I ~ a� a� o ❑ I I li I � I I stone I�I R o O m I�I ' } "' °' I- - - - - -1 � �� � � column o o � U p Q � ' �- - - - ��� 1 0'-0"c e d i n � �� N +- j �-- - - - - - - - - - - - B a r i i ��� drywall g ��� V 6 � � � 9'-0"droppe d cei ling I I � � � � �"' � U � Bedroom 3 I � ' drywall I I — 1 � - 8xbeam - -I_I_ _ _ _ _ _ -I— � � 10'-6" ceil�ng � � � � - - —�—�- - - - - - -r - - - - - — •— I drywail I I drywall arct� I I I I O '— � -�.�}_�;r.���:��:5� I � I i king I � I I� I ��� �a��i� � � I � ��� (X� � I^ I ��� ��� � � 10'-b"cig I 10'cig � � � L - - , at framing � ot frammg I I � � � � ❑ — — —�—�- - - - - - - - - - - — � crown � � � 8x beam � moiding — — — — — sizetbd � � - - - - - - -� � � j� � - - - - - � � - - - - — I I � � � � � � � � I � ��� � � ��� �E� r — - - - -, � � � � I I � � ��� ��� � � � I � stone � � �` �m B a t h 3 � � co�umn � � O 9'-6" ceding � I � I i o I I � � � d ry w a l l � I � I _ �(�•°��:�. — � r - -- - - - -- -rp�� � �6����g � � � � Q L- - - _l Z � at frammg a raming 1�.( _ 9'-0" I � �g � � � ( � "� � droppe c g � � � � � 10'-0"cedmg � � � �., / T.O. SLAB ���1v`*� u ;� drywall � �,.. � � r ) � � � EL 88�-0" � �a �:r�'�-'` 9'-6"ceding o D :�; L - - - - - - -� `� H / �a��`� T.O.SLAB 9'-�eiling _ ;� _��,� v1 d all drywall o ;5,;� a °.'� � 6'-0" I � W �-, Bedroom 2 � " * � . / �,��' ��°> I-� <<.,� EL 89'-0" � .�_ �- ��, z � � 9'-9" ceding T O. SLAB � � f� " � drywall EL. 89'-0" � ,� �., O � - / � �,. W q / � ° ;�; B a t h 2 drywa�l arch �-1 � / � �-,�' 9'-6" ceihng ��=,:�_�,qr=k:� _ 1�1 a a � � � _ .� 7�#� drywall E I e v a t o r �. �. o w d e r �o�-o°cedmg � Qu n dr � x � � / / drywall y r_, � � O � � � 10'-0"c iling m 10'-0'LqeOmg W . / -�F / dry`"°u °' � d�Qii � U � ;� a Z / o a / .�,_.._� o � � � � .. . \ a � � — — — � — — pi '� � / � / �1 �, I II I � � � � , � Qo�� / � �� � _ �� _ � � x � � o; a crown � ---o-o O � U � � molding � � size tbd � O � � /� � � ~/ G� / / ' , I � , , J � � _ � � � J � _ 9'-9" ceiling � drywall D � Bedroom Z � 8'-9" ceiling drywall � � � � � O O O � O W � N N � `i. N y '� � N ("� � tf') r Z Oco wWQ N Uo � W � oZ N � � � m o � ' Q z � � U Q � y N � � w � � � � Z �- ai U Q Q a' Z � Q � Z Z Z O _ V � �, ° � " � ; , LOWER LEVEL REFLECTED CEILING PLAN A$ � SCALE 1'= 1/4" � LOWER LEVEL � e REFL. CLG. PLAN Scott S Turnipseed, �11/� ' ar�h�eclure�oonsttucta��intena desrc�n _ � . � ('� �O � C 00 � •� Q N � '# � � � I�I I�I I I I Dining � o 0 0 o I°I I°I I �--- I I R o o m � � � U °; �n � vaulted cedmg o0 I X� �X� � drywall � C/) .� dj �N,� ��� ��� � gx10 raft,er a 8x10 rafter — � � � � I I I i - - - - - ��I - - - - - i •_ p w o� 4x8be � — u— — - - - - � - �� - � � — �T � j�� � � .� No I°I e-as t h �°I :.t� — — — — ��� — — — ° �- c j ° � R o o m �I �_��$, _ _sxi r fter_ � � 8x1�0�ter _ _ ='� � � � � - - - - - I 9'-6"cedmg �� � � ���= f cn drywall I I � � �\� � � /�� � � � ( � � I �. N �'? � N � O I \ �a � \��\ � � �// � � � � ��� � � � . .� c-�-n � � - - - - - � � - - - - � \d+� �/ � � � U Q .:;3' 4 x 8 b e t a �_c � � � � � X � � � � � O - - - - - - - - -�-� - - - - - -7�T - - - - lol �`Q� I I /�°�� � � o +- � I � o o �� +/ I f�+� I� I �� �I I I � � � ��� �� ��� � � �� i�� � � I I ����,� I I ,�+i� I I � '}' � U \ x I�I °;,;� - - - - =L- — � - - - - - — — � L_ �LI—L_/�==�—I— — ��- — �v� Y�;���, 8x purhn — — — — — —� — — — — Sx purhn �� � � l I�- - - - - -�- - - - - - - -�-�- - - - - :.��..�,, - - - - — —� — T �- — � � � � O I (— _ - - - T 4x8beam — n — _ - - �T - - - - .�� I � �a� �o� r � ��� ��� ��� �� � � �°� �°� U I \ � ° I�I K i t c h e n I�I I�I 1=" � °° I X � ttt � �o �o ,� - - - - tOxl4ridge- - - - - - � 2 - - — � � - - - - - - - - �I— — (/� — � �x� 9'-6"ceding �x� �x� b _ l Oxl4 ndge _ O � � a ��� arv�,Qu ��� ��� _ - - - - - - - - - - - - - - �o - - - -r�T — — I�I— — � � i' I I I I I I I I 1 I ol I�I I � - - - - -�- - - - - - �-�- - - - J�- - - - - -I I I I°I I°� 4x8 beam � T - - - - - - - -- -�T - - - - �.�.. - - I - - — 1°°L - - - - - - - - L�— — I I — - - - I�I � � � � ,�3.,;°�4�� - - - - - 8xpurlin - - - - - � - - - - - - - - - - - - � C I�I I�I I�I ���u T.O.SUBFLOOR,� � � I I I I I _ _ _ _ � � � � � I�I �I I�I � � � E� too�-o" � I G r e a t i I I I I � Ivl �r� ��� X box column,typ I I R o o m I ` I \ \ i � � � � � � �o � � � vaulted ceding I I I I / - - - - - J- L-- - - - - � - - - - � - - - - „Y�;�# � � dryv✓all �r�„��s I I � � � � \ i- - - - - -� �- - - - - r, �y ,� - - - - ���� i ii � � � � � ���_ 7. :: � / .drywall arch .� _ l Ox header _ _ ;:�;F�; z � T.O. SUBFLOOR � � � w P a n t r y EL. �00�-6�� � / T.O.SUBFLOOR� g�-6"ceilmg EL. 100'-6" drywall E I e v a t o r s ,.<i � U "` � C/� ` / Hall � r� a_�� Foyer z a - � y�4� Office Hall ~ 9'-6"ceiling ° 9'-6"cedmg r71 � f� _ ` / -° ��t= d all � ��� drywall � a =��% 9'-6"cedmg � � � a �., � � �,,,�w '�"{� drywall a r"- W � � �xxN� � '�X.; � T.O.SUBFLOOR F--�I a `� � / EL. 99'-6" � — � � � �-1 � � � x � O Lavndry I I Elevator = — � � � o � M u d r o o m 9'-6°ceding 1- _ � P o w d e r z ,.,.a � 9'-6"ceilm g drywa l l � 9'-6"ceiling � � / drywall ( � drywall � �-+ � � _ � � � � / ° � M � � \ � � � � � � � o T.O.SLAB � - - - - - - - - - - - - - O a � E�- � 99,_4" / L� ri r-+ � J H Garage p 9'-7"cedmg ,-a drywall � � O . O O O � O W � N N � � N h � r— N C'') � � Z � � � w 3 a � OO V pO w � � Q Z = N � � m m O . Q z � � U y N � � � � � W J W N O � t� Z Z z � O V � � ° �. " � , MAIN LEVEL REFLECTED CEILING PLAN . qg 2 SCALE 1'= 1/4" • MAIN LEVEL REFL. CLG. PLAN • Scoit S Turnipseed, AIA arch�ture�con�tructron pn�enor c!as�qn ; — — — — — — — — — � — — — — — —(— — — — — — � � � � . \ I � � I � \ Q �, � � ° ' ( � ' �, � �` '� I � �a� � � ��� �/ � � v � � ^ \�� '/r' I � o ° ( �+ ��/ ( � � U `'� � ��id\ /b+� — — — — — — — — — � 00 N . N ( � \ /�� I � � � � O \ � / / � 1L � W I� o� � I \�� �i � ._ O � ,� . - - - �� �� � I � � N �s � � ii � \ � � ( � � N � o \ ii ° / � �' o � � I . � „ � \ I � � � N � ii � � � � � I I k�n9 � � \ ( � I � � � � � � � � I . } � o, I � I � d�� Master � � � � � ° � , I�I � � t Q � _ _ � � Bedroom � � � � � i I �- L U ��� vaulted ceilmg I � � � drywall � \ / -�-- � � I " � I I I p � � � - - - - - - - - - - - - - - - - - - - - _ � — � � j — I I � � dK+rywall�arch ` � ` � I \ I � � I I � I I I � � � sloped 9'-0" � _ � � I I \ I cei ing clg � � � \ � � 9'0"ceihng � ` — — — — — � \� I u °`°, drywall �. I , � � -';° �. \ j � o�� � ` � � - - - - -�--- � - - � ��=� - - - - - - - - - - - � , _ � 9'-0"ceihng �n�vr � ( / � � C � OS@t � drywall / � � / vaulted ceilmg � / / � drywall I / ( I I I � I l / � � / � / / \ (� `�— — — — � 9'-0"cedmg �a°�� ( �— — — — J C�7 'L.% �\ � I / / � drywall I�I / z r / I Ha � � � \ � ( � ~ I � 9'-0"cedmg ., > - - - - - - - / °<� � � � � _ M a s t e r \ I drywall � ��7;;.\ _ 10x header_ _ _ �.�'���� I �+ --� .�,�; ;;k:;;°• Bathroom / � \ I�I / � � H � / / \ � J vaulted ceihng � �a°�� � ��� / ��� I I �f � drywa II ��� �� �rox� I�i W � _ / o I \ � I W � � / Elevator _ I I _ _ _ _ I I r� _ � — — � C — /1 bx beam � � 0 , , � I � \ � � I I / � \ I I I Q a W A � � \ ► I I I I I a a � � � ` � � _ J � I ' I � I I I I ~ � a � ; / � � � \ I - - � — — I _ x � O ; \ \� � _ � S i t t i n g ��I _ i 6x beam i�� - - - � � ,.� � Room \ �-- - - W � a o vaulted ceiling / S t V � `"'' U / \ drywall / i i I I 10'-6"ceiling i i \ I � z � ^ / � I I � drywall � I � � � I �� � � — --I � M � � / � — — — � — — — —� / � � � � � � I c`' U � Bbth 5 � / I / � � ` eiling vanes \ / � — — — O �, � I �rywall g'_0"ceiling — — — — — — — — � O a \ / � / - / slop�a \ drywall / / � � �e�l�ng 9:p., / cn / / � � OO "g � � , � ; � � , � � � o � � � � � , a / o,`��:,.`,�-.,;�� / g�I l s�op l ollQr�h� �9-0"cedmg o � c���nr � Bedroom 5 / drywall O � � � ; \ vaulted ceilmg / ��°`"``_=,'Y , � / f /�� .;�;�., / drywall � � ( �' I \a�'4/I q`r�� � � � � � ��� I _ a �� � _ � � _ / � B / o 0 0 0 0 / � � e d r o o m 6 , o 0 0 0 0 / � \ \ vaulted ceiling � / W � � u� O �. cV N / / / \drywall / / / y � N N c'� � � , / \ � O � T � � � — o > Wa � / � � W � Z � � � � � �. / VN � � � m o � / � � m � � � / / � � • Q z � � U / ~ N a Q `u � � � � � \ � y w � � w ci � � / � Z Q � z Z ? � O �. , � � I � � � o � �- U - � � � / ` � E � � - _ � � � _ J, � � � , UPPER LEVEL REFLECTED CEILING PLAN . A8 3 SCALE• 1'= 1/4" UPPER LEVEL REFL. CLG. PLAN ' _ � ,� , -,� k, Scott S Turnipseed, AIA ardu�ecture�constnx6on�intenortlesgn i � i � � � i � � � � � i � i � i . � � � ee ee � _ _ _ _ _ _ _ _ _ _ _ _ _ ��_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - ,� ,� �� 1 1 r- j � � 1 E� � j �`. ,�. .�. .�. .\\ � � �� �� �� ,�� ��� i�� �� i� � C 00 8B 8 � �� � o � ao 0 0 0 ❑ ❑ �, � � r _ _ _ - - - - - - _ _ = ___ ____________ ___ _ _ _ _ -- _ - _ - _ - _ - _ _ _ - _ - _ _ _ _ _ _ _ _ _ _ � , , - _ _ _ _ _ _ _ _ _ _ _ _ _ _____ _ _______-_ _ _ _ ____� - - - �O � M I I I � � - - - - I - - - - - - - - - - - — � � U 00 C I I ro osed rade � � � — — — — — — � � ewstm rade � � � C'7 I I I � I � O � � e�dstin rade � � C � � '� � — � � � ro osed rade �� � W O� ;a.., � �- _ / � L N O - --------------- ------ -------- ------- -_ - - �---------------- ------- ------- -------�-- -_--------L------------------------_------------- --------_------------�--------_ �--------�------------� -----Z-----------_---�� I --�—- - - � � � M � � i i O � �L _ � � V N � �----J----------� � cN total foundahon s f =313 s f total foundation s f =577 s f total foundation s f =354 s f � unexposed foundatron s =96 s f unexposed foundation s f =334 s f unexposed foundation s f =313 s f � � � 31% 60� 88� • .� c� Q� � � O �- s '�. "� L U � � � 0 � U v� , . , . , , , , , ., ,, ,, -- 8 � ,, ,, ., ,, ,, ,, . �, ; �. ,� , , . , , , • • 1 1 ,. .� ,� �, ,, . . . ,, , . � , . . . �. ,' � `. � .� �. �� �' `. . - - - - - - - - - __ 0 ❑ 0 ❑ ��� a _ - - - - - - - - - - - - - - - - - - - - - - - -- - _ _ _ _ - - - _ - _ _ _ _ __ (� � I - - - I —- - - - - - - - - - - �-_ _ - I _ _ _ f�1 I I --- I - � j � ` ► � i ro osed rade ❑❑ �� �� i � ro osed rade � I ♦ � � .L, /� �� 1 � � I I � W �i I I _ _ _ _ _ � � � � ,. : _ - ; , - ,, z � � � � W � w I ,� �„ � � � ..� � ewstin rade I - , _ - - � � `� A , - - - - - - - - - - , � �____________________________________� - - - - - � - � - -__- - - —- � � - � - - � � 1 - -— Q a W ex(stin rade � � � I I I I I I I I I I I I I ro osed qrade �i a a � �L-----------�1-------------------- �----------------------I`------------------�-------------------JI------�--------------- ----� �r-r-�� total foundation s f =34 s f � w �h O , unexposed foundation s f =17 s f r!l r �"� total foundation s f =271 s f 50� existin rade O unexposed foundation s f =22 s f � �y a U 8% _/ F� � ., P�1 �"i a � � � � M �, � � � • • • O � Q GRFA Calculat�ons: Revised GRFA Calculations: p � 12.18.09 total qualifying foundation: 1,549 s.f. � K; total qualifying foundation: unchanged � total unexposed foundation: 782 s.f. H ,� �� �. total unexposed foundation: unchanged � .- � Total basement deduction = 50% �\ �, � � � � � � � Total basement deduction = 50� - - - - - - - - JAP! 13 2009 ,� �� �, �, ., � � � ,� ,, ,� ,� ,� �o 0 - - - - - -—�- I - � - - - - - M O OO OO N N 1 I I w r.�.. � � O � CV I I I Q t� N N r- N �, ,\ , . , � � � 1 � -a c�i ri �' �ri . . i i i i ' N � i i i i � � �� i� I 1 I ro osed rade � � � \� � � F- ♦ i � � � -1. � ro osed rade � W � J L1.J r--------� I I I n — W Q Cn j 1 I I �- - � �� � � � W �C � Z - - - -�_--- - -—r— � C m � i i �i�--�--------------_-_� � � � Q � � Q N ~ � .�. � I I � � � � � � I �----- - - - - I r Ci' '� _-__-___ -------------� � J W � —�=—————--�=�==��-�----� existln ade - ] existin rade W �. � � � � ------------- t/� W U J J 'L cn � � Z Z Z � 0 = W � N O � � U OC � '- U • T.O.V. GRFA CALCULATIONS ��.�-__`.��_��.����.. yµ ,• � v `py r�� �� — _ �' l �—�----�-----`�--t—r------__"_-----��� 4 C . � ..• � - I � � } � � �---�—� BBQ Scott S. 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O � o �- - - -� �„� f GARAGE 643 S.F. 643 S.F. � , � � � ; O � � ► � _ i � ; 1�,; , � MECHANICAL ROOM 521 S.F. 190 S.F. � � i � � � f � J i � GREAT ROOM VAULT OVER 16' 305 S.F. �' � � I � - - - - - - - - - - -I � � � � � � O �� TOTAL 7,570 S.F. 7,865 S.F. � � � �� C� � �\ - - - - - - - - -�-� / ; , - - - - - - - - - - �� �' � I i I I � I � � ���,�,r,f �, �,��. f� ��, � f ,/ ` ' � ,� �/ � —i— � JAiV l � ,� f f f�'� f ���/� , - �f f�j,�,� � �- - - - -� 13 2009 / . . .� ,��;� , ,�.� �. MI N � �,�'���.'�.�. � � � US GARAGE , ��,;'�,z. .;._./.�',...�f.� ��, , ,f���//� ,✓ CREDIT 600 S.F. 600 S.F. / j'�'� ,=�•�r�� j / /f�/fl;�l� ;. ► i � � � �'�� ��i� � � � �" ����,�;;;,,�;.;,,�,�:,:- �J i To�rv�, c�� ����� � s��,.,, � � ; ' � �;� �� / //`� l , , f��'�� ; i � � - ���;f, , ,..��� ��%/�� � i TOTAL SQUARE FOOTAGE 6,970 S.F. 7,265 S.F. /� / � / .. � . , ✓ �;.,�,�,.� ` \ l Y , �/� :� y . f� �. 1\ . / � 1� 'J � � J Z J��� / I ` '� l l ,r ,i �/��� � "</' /l" / - - . � , � . i�/� :��,� � � � � � �����,�: .� � � � � � � � i � � � � ��f' ���' < < �i �- - - - - - -� MINUS BASEMENT DEDUCTI N ° ° ° o ° , I , � � ���� , �� O MINUS BASEMENT DEDUCTlON .. N � N � � t �� � ' � I � � ���% I �J �-- . ,� �. � �� 50� � � � � o � N � , � _ , , „ % 50 0 •� �� "l� '`t � r ,��, � � � . I / � � N N . � N � ��" �"``��� f,%� ��`,�� � - - - - - - - �i �' '� � BASEMENT S.F. = 2240 BASEMENT S.F. = 2573 N ^ CV M � � ��, �/��,.,, I � - _ - _ - _ _ _ _ _ �I r �� // /��% �� — — � 3 � MECH S.F. - 521 MECH S.F. - 190 � � W Q N � � ,� ,���,f ������ r� _ _ _ W > � o z � � � ;� ,��� � , TOTAL - 2761 S.F. TOTAL = 2763 S.F. � � W � _ o / � �,�`f� _ W —' � m °�° � /' �✓�� � � . / ��� ���� X .J� = — ap Q z � �- � � l �,r C 1 ,381 S.F. X .5 1 ,382 S.F. _ � � '' ��✓� s/ �/ W C n � � � � - � ` � � // � V � Z Q Z � Z � ' � f � `` � CREDITED T � o `� � " `� � . � � , f{� � � OTAL 5,589 S.F. 5,884 S.F. // l / I .� / � - � , `� -� � ��- � ,� � / � GRFA ALLOWABLE 6,058 S.F. 6,058 S.F. ` � ' � - , � � ,� - � ,� i �� .`� L i ,,/ � - _ � � � � • � , I / ` � '� � T.O.V. GRFA CALCULATIONS .� a r=�; � _ . .y - Scott S. 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"� � W � � W � - m SITE COVERAGE 2,765 S.F. 2,751 S.F. > V = z Z Z � o 20� 20� � o `� � `� � " ALLOWABLE SITE COVERAGE 2,773 S.F. 2,773 S.F. . SITE AREA CALCULATIONS , , I I j _ � � - -- - - - - -- - - - - - - - - �- - -- - - -- - - -- - - - � c. .� , - I I � . � i ( Scott S Turnipseed, AIA � I I � I ar�h�te�ture�cflnsinlCbon�mtenordesiqn 6 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 r - - - - - - - - - - - - - - ' Bath 4 GFI � � - - -- - - i i I � �- — — —� �---�\ — — — —T-}�-- — � Q /� I I I � j Bedroom � ., � I � � I I I ` I I �.�. c ao � � I �r I � ,� I I I � I I ,��. 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CHANDELIER ELECTRICAL NOTES: ~ � �d SWITCH WITH DIMMER E� � � SURFACE MOUNT(OR HANGING) � THREE WAY SWITCH � r r d �N/pIMMER 1 ELECTRICIAN TO MEEf WITH OWNERS ON SITE TO VERIFY ALL LIGHT FIXTURE �"� � �{ WALL MOUNT SELECTIONS,LOCATIONS,AND MOUNTING HEIGHTS � � TYPICAL OUTLET 2 SOUND SYSTEM SPEAKER LOCATIONS,INTERCOM,AND ALARM SYSTEM LOCATIONS WALL MOUNT SCONCE TO BE DETERMINED BY OWNERS WITH SYSTEM CONSUITANT SUBCONTRACTORS � (AFF VERIFY IN FIELD, � GROUND FAULT INTERCEPT � � UNLESS NOTED OTHERWISE) 3 SMOKE DETECTORS SHOULD BE PROVIDED IN EACH SLEEPING ROOM,IN THE 1 � t Q MONO POINT ACCENT LIGHTS � WEATHER-PROOF OUTLET CORRIDOR LEADING TO THE SLEEPING ROOMS,AND ON EVERY LEVEL OF THE � � GFI HOME SMOKE DETECTORS SHOULD RECEIVE THEIR PRIMARY POWER FROM THE � � � SWITCHED OUTLET SHOULD SOUN AN ALARM AOUDIBLE N�ALL SLEEPANG ROOMSO SE�CTION 3�j�9CTOBC O SURFACE BULB � I I 4 HA8ITABLE ROOMS SHOULD BE PROVIDED WITH RECEPTACLE OUTLET � � �� FLUORESCENT TUBE OR UNDER CABINET � 220 VOLT OUTLET GREATER THAN TWO FEET IN LENGTH,NO MORE THAN 6 FEET FROM EACH WALLS Q O O � � I DOORWAY OR OPENING AND LOCATED SUCH THAT NO SPACE A L O N G A N Y W A L L � � p O ? ��' � � �O 2 TUBE FLUORESCENT WITH DIFFUSER � GA R A G E D O O R R E C E P T A C L E O R F I X E D C O U N T E R I S M O R E T H A N 6 F E E T,M E A S U R E D H O R I Z O N T A L L Y,F R O M AN ~ N N N N `` W c'`"'0 N N � `'�' N � OUTLET HALLWAYS M O R E T H A N 1 0 F E E T I N L E N G T H S HOULD BE PROVIDED WITH ,_ N `� � J / � � FLOOR OUTLET AT LEAST ONE RECEPTACLE OUT L E T T H E R E S H O U L D B E A R E C E P TACLE OUTLET � � �t --����'-- Q 4 T U B E F L U O R E S C E NT WITH DIFFUSER PROVIDED ADJACENT TO EACH BASIN IN BATHROOMS NEC ARTICLE 210-52 ^ N M v� � //� � DATAOUTLET z 5 THE COUNTERS IN THE KITCHEN AND DINING AREA SHOULD BE PROVIDED WITH � O HALOGEN N TELEPHONE OUTLET CONVENIENCE OUTLETS SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN O Q w W Q � � / 24 INCHES FROM A RECEP T A C L E O U T L E T A S R E Q U I R E D B Y N E C A R T I C L E 210-52 Q W � � Z `\��� � � LOW VOLTAGE, (STRIP @ KITCHEN, � TELEPHONE FLOOR OUTLET CONVDENIEN�CE OULETS PER EC ARTOICLE 210 5 D BE PROVIDED WITH = N � � m m � � �`J PUCS @ BOOKSHELVES) � , � Z � 6 R E C E P T A C L E S W I T H I N 6 F E ET OF WET BAR SINKS,AT COUNTER TOP IN THE ~ � F-�- � W � � , _ r v� TELEVISION OUTLET KITCHEN,IN BATHROOMS,IN THE GARAGE,AND OUTSIDE SHOULD HAVE y N W cL ti! �! � u CEILING FAN GROUND FAULT CIRCUIT INTERRUPTION PROTECTION FOR PERSONNEL PER NEC Z �' U Q Q � Z ARTICLES 210-8,680-41 AND 680-70 GFCI PROTECTION IS ALSO REQUIRED � �� CEILING SPEAKER FOR THE ELECTRICAL EQUIPMENT IN HYDROMASSAGE OR WHIRLPOOL-TYPE TUBS O c � O � � � V ! U U 7 IF BUILDING REINFORCING STEEL IS TO BE USED AS AN ELECTRICAL GROUND, F� FAN/LIGHT COMBO SEC SECURITY PAD IT SHOULD BE INSPECTED BY THE ELECTRICAL INSPECTOR PRIOR TO ❑ PLACING CONCRETE �B JUNCTION BOX � so SMOKE DETECTOR 8 AN ELECTRICAL LIGHTING OUTLET SHOULD BE PROVIDED IN ALL ATTICS AND CRAWL SPACES REQUIRING ACCESS FOR SERVICING OF EQUIPMENT THE CONTROL ^ � /� I cB CLOCK 80X SWITCH SHOULD BE LOCATED BY THE POINT OF ACCESS AND A DUPLEX GFCI- N PROTECTED ELECTRICAL SERVICE RECEPTACLE SHOULD BE PROVIDED AT OR NEAR 1 ���� ��� L E V E L E L E C T R i C A L P L , -�---�-�--g STRIP LIGHTING THE EQUIPMENT ARTICLES 210-63 AND 210-70C,NEC AND SECTION 319 6 E� 2 A N AND 320 1 5,UMC SCALE 1'= 1/4" � � - - - - - - - - -- - - --- - - - - - - - - - MAIN LEVEL , - — - - - - - - - -- FI F�'TQir,ei e� n►.� ��i - Scott S Turnipseed, AIA � a�chrt�:ture�cai�stnic�on�mlera�tles�gn — — — — — — — — — � — — — — — � — — — — — —1 , �� � I - I � � � Q ' o I I — \� �� I � I ( � � I �\� /�/ � � I � � I \\�1 �/// I I � I I � •� � I \�\�\ �/� I i I I � +II — _ — _ __ — � _ — � � � � r / � I � � O^' O � I I •L ^O' � \\\\ /�/� I I � I I W W � � - - - as r 1 � � � / I i I cr� . � o � � i � ( � � i i � i i � Q- oW � � Bed om � � I / I � � I I •— •- I �- - J- -- - , , � � � \ , � � � , � � N � � , ,- - �- - - , , � � � I \ � � � ; ; � I � � � � \ � � � lan9 � � � � � l / \ � � I � I / Q N c? 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I I a � � \ � � Bathroom � _ __ - � I I � I l � I I � � I ( W �-, I � � � ittin I \ Elevator 1 _ I I _ _ � _ _ _ _ I I � j I I � � R o �� -}- _ � C - - ; - - - - � �, w x � ' / I f / � GFII \ I I I �e I \ I � � y - � � � � � � � J P � � � � �� St�� l� l ( � a o - -'' � I ` I - -� - �I - - -� � _ I ^ W A - � � �- � � WP WP � + - -��/ - - - - - - - I- - — — — — — � ~ a a � T f I � I� T� � �"'� ,� a � / - � � I I - I I � � � � O � � I I � � I I I � a / � � I I �' � � (,� � ao � � I � � � , � — � � z � ` � \ � �- - - - � - - - -1 / \ � � � � � � / � / \ � � � � I L // �- - - - - - - - - - - - � � � M � t h � � "' � � v ,� / GFI � k � - � � ELECTRICAL LEGEN D: 0 � o / � ° �� � % � �'\ � � ` �� � � I I � RECESS CAN DOWNLIGHT � VENT/FAN ^ � F' I � � I I� / / � M � � / � �� RECESS WALLWASHER � SWITCH � / � / / E-i / / GF� a h 6 �s LITHONIAN L3 WATER PROOF Q ���� w= :.. a / ���`�°�r��T � � / wP SHOWER LIGHT �g THREE WAY SWITCH � B e d r o o m 5 � / CHANDELIER ELECTRICAL NOTES: � �d SWITCH WITH DIMMER / \ / �w-1� �,s,�. / �� � �ed�,j`fi'ti:� C' r \ � / / � � � � � � � SURFACE MOUNT(OR HANGING) �d THREE WAY SWITCH � ELECTRICIAN TO MEET WITH OWNERS ON SITE TO VERIFY ALL LIGHT FIXTURE � / � W/DIMMER SELECTIONS,LOCATIONS,AND MOUNTING HEIGHTS � tr / � \ / � WALL MOUNT � TYPICAL OUTLET 2 SOUND SYSTEM SPEAKER LOCATIONS,INTERCOM,AND ALARM SYSTEM LOCATIONS � � TO BE DETERMINED BY OWNERS WITH SYSTEM CONSULTANT SUBCONTRACTORS WALL MOUNT SCONCE /f� � o� � (AFF VERIFY IN FIELD, '� GROUND FAULT INTERCEPT / � � ' y B e d r o o m 6 I UNLESS NOTED OTHERWISE) 3 SMOKE DETECTORS SHOULD BE PROVIDED IN EACH SLEEPING ROOM,IN THE / \ \ / CORRIDOR LEADING TO THE SLEEPING ROOMS,AND ON EVERY LEVEL OF THE � WEATHER-PROOF OUTLET HOME SMOKE DETECTORS SHOULD RECEIVE THEIR PRIMARY POWER FROM THE / / \ � / ❑ MONO POINT ACCENT LIGHTS wcFi BUILDING WIRING AND BE CONNECTED SUCH THAT ACTIVATION OF ANY DETECTOR O O O � O SHOULD SOUND AN ALARM AUDIBLE IN ALL SLEEPING ROOMS SECTION 310 9 l,UBC O O O � O / � / \ � / �O SURFACE BULB � SWITCHED OUTLET � � N N N � N \ � �` 4 HABITABLE ROOMS SHOULD BE PROVIDED WITH RECEPTACLE OUTLEfS ON WALLS W � N N � � N / � / � � ` / � FLUORESCENT TUBE OR UNDER CABINET � 220 VOLT OUTLET G R E A T E R T H A N T W O F E E T I N L E N G T H,N O M O R E T H A N 6 F E E f F R O M E A C H H 'a ,_ N �.rj d' � DOORWAY OR OPENIN G AND L O CA T E D S U C H T H A T N O S P A C E A L O N G A N Y W A L L \ � / / � 2 TUBE FLUORESCENT WITH DIFFUSER @ GARAGE DOOR RECEPTACLE O R F I X E D C O U N T E R I S M O R E T H A N 6 F E E T,M E A S U R E D H O R I Z O N T A L L Y,F R O M A N Z � `/ / / \ � O OUTLET HALLWAYS MORE THAN 10 FEET IN LENGTH SHOULD BE PROVIDED WITH O � W 3 J W / AT LEAST ONE RECEPTACLE OUTLET THERE SHOULD BE A RECEPTACLE OUTLET •� w Q v� / O FLOOR OUTLET PROVIDED ADJACENT TO EACH BASIN IN BATHROOMS NEC ARTICLE 210-52 ~ O w 1 � � Z � � \ 0 4 TUBE FLUORESCENT WITH DIFFUSER �J � u-' � O DATA OUTLET N ,� � m � � / DI 5 THE COUNTERS IN THE KITCHEN AND DINING AREA SHOULD BE PROVIDED WITH = Q Z ? � � � ` � \ / CONVENIENCE OUTLETS SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN � U O HALOGEN � TELEPHONE OUTLEf 24 INCHES FROM A RECEPTACLE OUTLET AS REQUIRED BY NEC ARTICLE 210-52. �.�.. N � J w � � � / / ISLAND AND PENINSULA COUNTER TOPS SHOULD BE PROVIDED WITH � � w �- � W � ` `� ` � / L O W V O L T A G E, (S T R I P Q K I T C H E N, C O N V E N I E N C E O U L E T S P E R N E C A R T I C L E 2 1 0-5 2 � —� � `� , � � � (� TELEPHONE FLOOR OUTLET Z � aj U Q Q Z \ / PUCS Q BOOKSHELVES� O Q � Z Z Z Q 6 RECEPTACLES WITHIN 6 FEET OF WET BAR SINKS,AT COUNTER TOP IN THE � � � (� � � U _ � —� � T v� TELEVISION OUTLEf KITCHEN,IN BATHROOMS,IN THE GARAGE,AND OUTSIDE SHOULD HAVE _ � / / GROUND FAULT CIRCUIT INTERRUPTION PROTECTION FOR PERSONNEL PER NEC _ ` CEILING FAN ARTICLES 210-8,680-41 AND 680-70 GFCI PROTECTION IS ALSO REQUIRED _ � � /�' •� � CEILING SPEAKER FOR THE ELECTRICAL EQUIPMENT IN HYDROMASSAGE OR WHIRLPOOL-TYPETUBS �� 7 IF BUILDING REINFORCING STEEL IS TO BE USED AS AN ELECTRICAL GROUND, � � SEC SECURITY PAD IT SHOULD BE INSPECTED BY THE ELECTRICAL INSPECTOR PRIOR TO FAN/LIGHT COMBO PLACING CONCRETE �s JUNCTION BOX S� SMOKE DETECTOR 8 AN ELECTRICAL LIGHTING OUTLET SHOULD BE PROVIDED IN ALL ATTICS AND CRAWL U P P E R L E V E L E L E C T R I C A L P L A N SPACES REQUIRING ACCESS FOR SERVICING OF EQUIPMENT THE CONTROL � � SWITCH SHOULD BE LOCATED BY THE POINT OF ACCESS AND A DUPLEX GFCI- E1.3 SCALE 1'= 1/4" � cs CLOCK BOX PROTECTED ELECTRICAL SERVICE RECEPTACLE SHOULD BE PROVIDED AT OR NEAR THE EQUIPMENT ARTICLES 210-63 AND 210-70C,NEC AND SECTION 319 6 UPPER LEVEL ^o STRIP LIGHTING AND 320 1 5,UMC � ELECTRICAL PLAN 69'-3 5/B" :. l6'-4 5/B" �'-6" I�'-9" J4'-2" 17'-6" `_PJ' " ��.. 9�-I�/B« tf'-�'� 3�_3,� 3,_9rr �i_9n ii l�'-0u n l2�-Bu i� rn>>c,a[. +� P1L,48TERS: a�-mf sa. wr � vERr. � � co,�r�RS � ,�- ��� ;i: ;;:;r;-1 �° , ,.�; wr x�x p ia��SQ. 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P/PE COLUMNS WITHADJUSTABLE SCREUI GAP PL�ITE MUST BF _ tUELDABLE �.O�SI'S ARE �.r; STL BM PER PLAN G//2x ,_.r,,,�,titi:,'.,.��--�;r.,;��^,�s;,,.;.:; -1� ���= � CERT/FIED BY✓�UPPLIER TO SAFEL 1"SUPPORT A SUPER/MPOSED LOAD OF 31,mm0 LBS, ARCH '� �.< _ -'i;`.;:' �4 � ,<' P,4RALLPL ��`� -� � CONT U/D l�FULL U/ID�N OF �}%y n� OR A5 NOTED ON PLANS ALL-THRE�(D SET lN q.,�?�f � -� �SlM �`= }�-� � � PER P�.4N 8M R�lMSFT TO TOP FLANGE ��"��� '�"' BOL TS: AS7M A 3�7. � ,S £� � s 24'; STAGGERED EA SIDE <'��. ;;, 3�°m NOLE FIL�.ED z ,�t u_6"✓`'^TONE YENEER 'sz,,.;N � �'" �,� �'y (U,4T'1U/SlMP50IJ AT PER ARCN '��t�� :�. pF IUEB �;�n; �;� „ � EPDXl' ���;t�` � .�,s �,.,, DROP T.OIU. 6 m r r y.0 ;z+ 1'7'' Sx8 TRTD (UA COL Ul/ �yrT ��- 8"GONC GOUN7'ER- '�t' .,` DOORWAYS POUR$L�IB lUE D l"FR • 0XX f, �t-,j 9i L K LEDGER iU/ �'x s�� �...� � ABU88 d 2-�"�EXP. u' �ORT UTALL lU/2-•4 1 �n r ; O1�R � SNTG �N 2x6 � 16 t ��:�'" —�'— --t I CONT T4B d �ENDS BOLTS � i6 PER PLAN ALL UI�LDERS SHALL N,4YE Ev/DENCE OF HAYING PASSED TNE AlUB STANDARD � O �: FR4ME IUALL ANCH. 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FB= 8�0 E= l,300,001d _ � '�' �;,;• INSTALL �4 6REAKOUT �� � i�xi,m COL PER PLAN ' � `� DUJL �'Z4 BEND DO(GN CONTRACTOR TO GONTACl'GFB,QU, INC. 1F ANY OF SUPPLIED tlbOD M�'MBERS D/FFER � ��� ,�,��c���?�,���'�_,�<'. �ROM TNE MATERfAL SPEGIFICATIONS�4BOYE,PRIOR TO GONSTRUCTION , !�x BM PF'R PL,4/V � , . _ 1NT0 !�'NEER NAUNGN SCRBE CUT FOR BM N07'CN TO FlT SCRIBED �' � x���<=�_�-�'��q`"�'' � w• BRC: AS SNOLW SEE 3 OR 4/52/FOR ; � �� a.. �,, NA/L/NG PER WTERNATIONAL BU/LDING CODE EXCEP7'LUNERE MORE OR LARGER � GUT IN COLUMN �r� `��:���s�'��j" _ "4 x �•DU1L �24 ADDL INFO ��, ;�,,- �• NAIL/NG SNO(GN ON DR4lU/NGS. „ .,�;,�.�, 2-��"m FACE LACs— �3��;�.�t�4r�"�, � ; 5 ,r� , A�.L ROOF RAFTERS,JO151'S, TRUS5E5,BEAMS ANGNORED TO SUPPORTS tUITN!8 GA. SGREIUS GSK A$ RFQ'D, � ^��; ze: 18„ 3- 4 CON7' S1MP$ON NZ,�A FRAM/NG ANCHOR$OR AS NOTED. TRU$$ TO TRUSS GONNEGTJONS I � *'t `�` SPEGIPlED B1' TRUSS SUPPL IER 7'YP 4 -�^— �:� � "4 x 2'-.0 Dl(/L m 2� 5E7' ,L� �» � ; t ,G z�'`� �x lN'�"�x 6"ANGLED ALL PLYlU00D ROOF SNEATN/NC:AND SUBFLOORiIJG SNAL� BE FNG/NEFRED CR4DFS '�"�— ���� �� DO1lN NOLE �'24"oc lU/ u/lTH GR�3DE STAMP INDIC,4TING APPR4PRlATE M�tXlMUM SP.4CING AC SUPPORrS <APA '�s�`' �'Y ANGNOR GEMENT �5� ^fiP ,.��x t�, 32/16l OR O,SB CONFORM/NG TO lRC STANDARD FOR ROOFiFLOOR SNEATI-1/NG DATE. 4-4-08 PERMIT ` _ �� '�, [j1 LOU/ER CNORD OP GABLE FND TRUSSES APICNDRED TO IUALL PLATE U/ITN l8 GA JOB #• 08042 �RAM/NG ANCHOR6 A1"4'-.m ON GENTER AND LA7'ER4��.)'BRACED r0 ROOF�RAM/NG M rI I�i 5�C�IOI 11 // AT 8'-0 ON CE'N7'ER MAXIMCIM SPACING. DRAWN BY. MCL � �l l IN�O I�UL� 1�'1 I. CO� ALL EXTEl2/OR STUD U/ALLS SNALL BE SNE,4tNE'D WITN 1/?"NOM/NAL APA R.4TED , � C y `O� /¢ SCALE: �i" = 1'-m .�',Z.J PLYIU'�OD OR OSB SNEATN/NCr OR AS NOTED IUITH NAILING REQU/REMENTS NOTED ON CHECKED BY. JDA . }. � T� ���� REVISED. 5-15—OS � SCALE' 3�" _ !'-0 SL2 PriOYIDE CONTlNUOUS IUALL STUDS EAGN SIDE OF WALL OPENINGS EQUAL TO ONE NAL� CTION " OR GRFATER OF NUMBER OF STUDS lIJTERRUPTED 6Y OPEN/NG5 � 5-20-08 1-5�"� FAGE L,4,�x � SCRElUS CSK A5 REQ'D, Il�x BM PER PLAN .4LL lU.4LL STUDS SNALL 6E CONTlNUOUS FROM PLOOR TO FLOOR OR FROM FLOOR TO T?-P 4 /3/�" NOTGN TO Fl7'SCR/BED 13 METAL ROOF/hlCs ON i" ROOF. � CUT /N CO�UMN CONN BM TO COL (U/2-�i"�x !6" —�PER ARCN PL Y SNTG PER ARCN l�x c u D BM5 PE R PLAN A L L-T H R E'A D R o D m E�t B M. B L O C K B E T I U E E N R O O F T R U S S E S U!/S O L.I D?X- B L O G K/N G T D U N D E R S I D E O F R O O F lmxll� COL PE�PLAIY i 5E� /N�i"� x 6"NOLE(U/ � 3 �� SNEATN/NG IUNERE 7'RU58 NEE'L NEIGHT E'XCEEDS 4". SC R/B E CUT f'J R BM � � � EPDXI�', COU NTERS I N K d F'LtlG � T�G ON 3x12 �32 BRCs AS SHOIW � � RFTRS PFR PL�iN (UI-lERE HEADER 1S NOT D/REGTLY BELOIU TOP OF U/ALL PLATE,PROVlDE 2X CR/PPLE NOTCN BM ENDS � �F5' � ' � 81'UDS.4BOVE NEAD�'R AT!6"ON CENT,ER 4 ADDI�IONAL STUDS A7'A�L BEAM AND �e'� R '�� �, COLClMN LOGATION FQUAL TO IJUMBER OF S7UDS OR PL lES OF BE,4M ABOVE. �C�� �„o ���S'cr,� ' \ � � de �� � u ..�3 � � INTERSE'GT/ON � S�cT/oN ,�"� � GR085 BRlDGE ALL ROOF A/YD FLODR JOISTS AT MlDSPAN WNERE BOTl'OM DOES NOT o����' f6'fj 0��� ' '` 1 RECEII�DRl'IUALL OR OTNER 5HF.4TN/NG. AS PFR MANUFACTURES RECOMMENDATlONS � o .�q �' ' lmx/0 OR PER PLAN . Il�x BM PE'R PL�IN � e�r� �; �� � SCR/BE CUT l3i"pFEP x NOTGH TO�lT SCRIBED � PROVIpE SOLID BLOCK/NG OR R1M JOl5T6 AT,4LL JOlST SUPPORTB AND JOIST ENDS. e �! BM NT, d LF7'BM/N CUT lN COLLIMN �� �� ,� ALL �LOOR JOIST AND ROOF tRUSS S)'STEM BRAC/NG AND BRIDGlNG.4ND '�^4 a � ��� ' / I�x1pJ COL PE@ PLAN ��� �� l5 L�x NO�x 1G�00D a'�w ✓ D� ,�°6�ti� °. ax u/D BM PEi�PLAN CO/VNECTIONS SPFClF/ED BY MANUFAGTURER o0 0 6 �, � 5CRlBE GUT YJR BM � ��� �� SCREIU�ROM TOP OF E,�l e� , +��tr�},°i°aa��eba�°�°��'�°�Q ` � 3�'4 j� BRG A5 SNOtUN � 2-�i"�FACE LAG RFTR TO BM BELOIU. ALL PASTENE'1QS (NAILS,BOLTS, d NANGERS>lN GONT,ACT lUITH PRESSURE TREA E'�������T�, ���Qk��t ��Q�4Q f ° �/ ` lP>xIPJ COL PER PLAN C��S �a� ll,(�OD SHALL BE CORROSl�N RE5ISTANT A9 SPEG/P/E'D BY LUMBER MANUFAC ��R�`'� �� ��� �� °� 2-�i °� F.4CE,LAGS � E�1 1: 5G12,�f1.� CSK AS REQD, f— � TYP� ;{ - ';"=� :- BM END - - METAL CONNEGTOR DE5/GNATIONS ARE S/MP50N STRONG TlE COMPANY. �L, ,� '. 7'�'P. CO�'N��' COL ClJ/ B1'9S � 9l�° � 8x12 l.�D 8M PER PL�4N � �' +:� �- �� _C� �` �I CONTRACTOR TO YER/FT'EXISTING GONDl7/ON5 PRIOR TO EXEGfITlNG GORRESPONDiNG s � e �, ����IO" " l� S�C�ION B"� v�C�IO� I3 S�C / IO! 1{ �2 MODI�ICATlON9 AND SNALL NOTI�Y GEBAU, INC. IMMED/ATELY UPON Dl5GO1�ERY OF . SCALE 3j" = 1'-0 S'� SCALE 3i" = l'-ID SZ.I SCALE s�" = I'-0 S2•� CONpITIONS DIFFERING FROM TNOSE SNO(GN ° co�rcar zooe, as�tv, uac. ' ALL RIGFiT9 RF3ERVED 'p . " 3 , � i _ _ . � + .,� _ _ _ _ _ .�. �. � _.`,,,.,._ _ .. e , t `� - , � ; � � s � ) + i c 1 A ' i � � =t . ) 0 �,t i ' # " s i i � e T � i � S r �� � i 'j ' .. 5 � 1 ( s e ) . � �� t i����r �,--"�'.f��w ' F/ELDSTONE RETAINIIVG DESIGN PARAMETERS � ASSJMP710N4� ' ' WALL — DES/�N LATERAL SOIL PRESSURE �- � � 18" MAX PLANTABLE SO/L �2" M/N 12" M/N 12" (EQU/�ALENT FLUlD PRESSURE) 40PSF/FT � ��. ON F/L TER FABRIC — FACTOR OF SAFETY. l.7 � � A � � . � RECOMMENDED STONE LAYUP � - f � M/N FACE S/ZES STONE WT.S AVG '4 i — ._ ._ 4 ` r_ � _ _A�y,,. — t� 1 t � : ` , 12" ,4 BASE 6" x 12" x 6" 30,# it ' 1' _TOIAL�fT,� _ .,.� — — — — — — — — — — — . � — — �t . , ` � - '� ` - »J 1' =TQTALNT _ 18 � B S — — — — — _ 8 X 14" X 7" _ 65# _ �;� - ' _„_ i � ��; - . 20�. � ` ; : _ , �' =TQL4LHT._ _, _ - - 10" x 18" x 9" 105,� T � : — — — — — — — — — — — ��� , ', � \4" � BASE''-� M . „ �-�� l 12 x 22 x 12 250# `; . � �' =TOIALdT— — — \ — — — — — — — — — — — � , y -� — ; � ; � _ � , ! _' . , : �?' �=4—10T�4 dI. _ _ 30� �' BASE --�/ — — 16" x 30" x 16" _ 650# i ;�; — — — — — � , ' ; ' i, , - �.� � i , � �� ;� i, ^ ., +T�`��-.M1'�a �5 si i _ ���� �. -'_�°-�.��� 36"' � BASE � 18" " 8" 1000,� ` �`'a' ° � -'' �',. �=1D =TQTAL�iT— � _ x 36 x f �� �, ,�'> ,- ,_ — ( — — — — — — — — — — — — — ^,,�-,� i" + 3^_ ;i'w -_� �'r,� FREE ORAIN/NG GRA�EL �� -N � OR DRA/N FABR/C PER _ � _ .,,, '; � ,� , ``� =�,; `� SOILS ENGR. '�� > .r�'. . _ , M/N 36» F� -,.t-`,� " ,_� � E t i ' f' '�LL F+^ ' " } ?s ,S��'°"�'�` 7'�' �)' �� � �� ��� T yPICA L DR Y S TA CK 'A��. � _ � M1•n,� .°�� =�� s.�:� ��r x������.=��- _ .a s ron�� R ; _ �:� �t�,�t� ,, _y, ETA/N1NG WALL TABLE � ��<< ,�w "� _ 1 �yryT - , _ m� SCALE [" — t'—D 2.� , y�vf`__ 5� t '�'��•- -"�f�^;'( ^sk ���`€��� _e2, {I`, iv: , � � '-•'�����;••- ` f S �vf _5 +�„`,�',�t+'::'4�` ,,,S,i�^'.'., _�r��3 i �"�'1 - � ..er,. s : o�'a,� e 1 �5,'�! �~�� ��r„ •`ixF- ` ��_�, ����,vrr�_, 3,F,r,r� ��;?_� COOK RESIDENCE ; �� =�,s.: —t�._.�._���.� G EB A U � a}�; :c; "` t;Y� _,_;,�-J4�_�; _;+'f,A`r;� _ INC. OATE: 5/19/OB JOB � 08042 , F ,,,+ t�y 3 _ i` �`�� CONSULIING STRUCTURAL ENGINEERS RETAINING W � � �f ` ALL DESIGN `���1 � ��� g,���� 1121 Brondwcy, Ste. 201, Boulder, CO 80302, (303)444-8545 S2 1 A �6` � �.�t��, U��x �. n, `�,+ti���k�!�•���..' 'S� � z�ll e: �4'�t+.(L Y EFtS.y � +. `{3,}� `� �k- � Y,�,9,3 t���i tT°s�'4'� �'"tibi je1 QYy.'Y . 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" ' ___��- ----�_ �� �-- - __- �---� i , , n A `---- "---� ' r" f�.R O O F P L A N AL.�t . �J i=^��•�a worrt,w __ +� , � - -- ------------� __ / '� - � � . \ 1VI Pl� T A'T'I OI�I l�'T'I �'IGAT� �� � H OC � � � F'O l� B U I L�D I l�i C P�F�1VI I T � K AI A Y I l� I I l�i Gou�[� o� �A���, S�rA�r� o� Go�o�Do I �.o� � � S 89'23'43" E 150.00' _ 5' UTILITY AND DRAINAGE EASEMENT � o � N � W / \ � W � W / \ IQ o , � Z o .� � � o ,� p WOOD DECK � + , �� �A \ I a 1'L� �, `SS- •�, � �. ' � " 'O. 16y �6, � � d' 1�0 .s, ,��• o � I j NOT'ES: � �' o � � j� � I � � 1)Survey Date:January 26,2009. o .�, � �'�, � I � 2)Location of Improvements,Lot lines,and Easements are based upon the Final Plat of _ �� , 35•2' � Vail Valley First Filing as filed for record May 12,1970 at Reception No.113192 in the �` `���y a�j P�°`� o ;'� Office of the Clerk and Recorder,County of Eagle,State of Colorado,and Survey �o o. �c.J�o �� I � Monuments found at the time of this survey as shown hereon `�-' y , O ���• O .o, o ,�, G��� �o"j" � � �2• �0 3 STORY (n 3)Bearings shown hereon are based on an assumed basis of bearings. WOOD FRAMED I o, DWELLING 4.)Elevation Datum: 8274.2'for the Sewer Manhole Rim,as shown hereon,in the right 1�,� '�o, (UNDER CONST4RUCTION) 'R. I of way for Spring Hill Lane. - W I 4)Street Address: 1537 Spring Hill Lane. (Posted) �o RIDGE ELEVATION � I I� �' 8299.40 � �' 'O (D � � ` � ���. �o. O S y I � � 'A• �. \ z LOT � � 6� � CONCRETE 9S• •��6 C�.� 'I 8 ACR�S STAIRS � ��7 CERTTFICATION I hereby certify that this Improvement Location Certificate for Building Permit was � prepared for Scott S.Turnipseed AIA,that this is NOT a Land Survey Plat,Improvement N Survey Plat,or statutory Improvement Location Certificate and that it is not to be relied upon for the establishment of fence,building,or other future improvement lines.The FOUND SURVEY MONUMENT R—61 .� � purpose of this certificate is to depict construction improvements relative to property — lines. � 1.5° ALUMINUM CAP ON � #5 REBAR LS 26598 L=73.94 L To n=42.26 I further certify that on this date,January 26,2009,the improvements depicted are � �=6 9'19�29�� entirely within the boundaries of the parcel,except as shown. N 89�2.3'43�� W 92.83� FOUND SURVEY MONUMENT . r » 1.5" ALUMINUM CAP ON C�"�=N 55 56 10 E #5 REBAR ILLEGIBLE 69.5� �P��'R EG�STF �O ,•��pCOB qq'• ��, SPRING HILL LAltii� �,0°�'�8.p�c:° -�:r s� m.o �O" PUBLIC RIC H?' �OF' M V�AY o��- :� BENCHMARK: 8274.2 �ss� NA��LA ��� � C� C� � �I C� SANITARY SEWER � D MANHOLE RIM Theodore J.Archibeque PLS 37902 �ES 0 5 Zo09 Colorado Professional Land Surveyor TOWf� CJF \�,�IL ' REVISION: CAP ADDED ADDITION RIDGE ELE VS 02-03-09 10 0 5 10 20 40 IMPROVEMENT LOCATION GERTIFICATE Archibeque Land Consulting� Ltd j�����y �t`' ��-���- FOR BUILDING PERMIT �.����� ���'����t LOT '� 3 BLOCK � 1 INCH = 10 FEET � Professional Land Surveying & Mapping N ����� ������"��- ' 105 Capitol Street, Suite 5 - P.O. Box 3893 .� J �IAIL YALLEY F'IRST F'ILII�iC k�?;�..n,�:,�.– _��/�� ,..� COUNTY OF EAGLE, STATE OF COLORADO NOTICE: According to Colorado law you must commence ony legal Eagle, Colorado 81631 � DRAWN BY� CAP �OB NUMBER� 08010 DRAWING NAME• action bosed upon ony defect in this survey within three years after you 970.328.6020 OfflCe 970.328.6021 FaX � � `�`��"`�� y �" °�"` 08010ILCBP.DWG first discovered such defect. In no event, may any action based upon any defect in this survey be commenced more than ten years from the 1 �fo date of certification shown hereon. SHEEf 1 OF 1 DATE: O�^LO-�� CHECKED BY: TJA