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PRJ09-0208 B09-0166 plans
.��/*^�'`"�{ ��'���, ` � f,.,,,urv' `i,�g ',�i. , l y +.m yG w'i n � I y � � �� � � � � � C r� � PR4JECT GENERAL NOTES GENERAL CONSTRUCTION NOTES � �� , � � � ,� � . � � � � y � m � � , �, �A...�.�.w..�.�..,,�.,.�..�..�.�.�..�.��..,,�.�.....�,..�..�.�. .�.�.�.�. __�..... _.� _.�..�.�.�.��_���.as,�. W���...�....�.. � �..�.�,�..�e.���......��..�.�..�.....�_..,�...�z�.�.�...��..�.W�w��..�.��.�,LL W....�.,.�.�..�s��..�����._��_�.�,.�.��... .�_��.�..�a�.aa�.���. .�..�.� 74 Hollyhock, Suite B � � 1. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS SHOWN ON PLANS. THE ARCHITECT 1. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS SHOWN ON PLANS. THE ARCHITECT P.O. Box 1566 0 ' �, _ SHALL BE NOTiFIED OF CONFLICTS OR VARIATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. SHALL BE NOTIFIED OF CONFLICTS OR VARIATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. Eagle, CO 81631 ,� � 2. DIMENSIONS SHOWN �N FLOOR PLANS, SECTIONS, ELEVATIONS, AND DETAILS ARE TO FINISH FACE 2. CEIL�NG/FLOOR SYSTEMS SHALL PROVIDE FOR LIGHTING FISTURES AND A!R CONDITIONING ° � ' OR CONCRETE UNLESS OTHERWISE NOTED. DIFFUSERS. INDEPENDENT FRAMING AND ATTACHMENTS TO THE STRUCTURE SHALL BE ADEQUATE TO R EV 1S E D P E R M IT S ET Tel: 970-328-1632 , � � OF STUD, MASO�IRY, � a 3. CONTRACTOR SHALL NOT SCALE DRAWINGS, IN THE EVENT OF OMISSION OF DIMENSIONS THE SUPPORT THE CEILfNG SYSTEM WHERE DUCTWORK INTERFERES WITH NORMAL SUSPENSION. Fax: 970-328-1634 �, ATTACHMENT OF HANGARS OR FRAMING TO DUCTWORK IS PROHIBITED. Email: jim@hcbad.com Q �, � CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO THE COMMENCEMENT OF C4NSTRUCTION. o FAILURE TO DO SO WILL LEAVE THE CONTRACTOR SOLELY RESPONSIBLE FOR ANY DISCREPANCIES, 3. DOOR OPENING NOT LOCATED BY DIMENSION SHALL BE LOCATED 4 1/2" FROM STUD WALL TO 10 N C�V E M B E R 2�09 www.hcbad.com � � � CORRECTIONS, EfC., RESULTING FROM THE SAME. HINGE SIDE STUD FACE OF JAMB UNLESS OTHERWISE NOTED. � 4. THE CONTRACTOR SHALL PROVIDE PROTECTION AS NECESSARY TO PREVENT DAMAGE TO THE €� EXISTING CONSTRUCTION NOT TO BE REMOVED UNDER THIS CONTRACT AND ANY / ALL ITEMS 4. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED WITH AND ry g INDICATED TO REMAIN IN PLACE. APPROVED PRESERVATIVE. Consultant ENGINEERING DESIGNWORKS, INC. 5. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE OR TOP OF PLYWOOD UNLESS �THERWISE CARL WARNKE � 5. ANY AND ALL CONFLICTS FOUND DURING CONSTRUCTI4N SHALL BE BROUGHT TO THE ATfENTION Address P.o. BOX 775729 ` NOTED. . . STEAMBOAT SPRINGS,CO 80477 �� OF THE ARCHITECT IN WRITING, SO THAT ADDITIONAL INSTRUCTIONS CAN BE FORWARDED TO THE LQT �, B LOC K 4, PARC E L A Phone (970J 879-4890 CONTRACTOR. 6. GYPSUM BOARD DRYWALL BACKING FOR CERAMIC TILE AT BATHROOM LOCATIONS SHALL BE USG �ax (970j 879-4905 6. ALL INTERIOR FINISH MATERIAL AND COLOR SELECTIONS SHALL BE SUBMITfED TO AND APPROVED BY W/R (WATER RESISTANT) PANELS OR EQUAL. 4887 J U N I P E R LAN E e-mad EDW@springsips.com THE OWNER. SAMPLES SHALL BE SUBMITTED IN FORMAT DESIGNATED IN THE SPECIFICATIONS. 7. WALL OUTLETS SHALL BE INSTALLED AT 14" A.F.F. TO BOTTOM OF BOX UNLESS OTHERWISE NOTED. 7. THE CONTRACTOR SHALL CLEAN UP ALL DEBRIS CAUSED BY THE WORK OF THIS PROJECT AND SHALL SWITCHPLATES SHALL BE INSTALLED AT 42" A.F.F. TO BOTfOM OF BOX UNLESS OTHERWISE NOTED. VCI I I, C o I o ra d o 8165 7 BE SOLELY RESPONSIBLE FOR KEEPING THE PREMISES CLEAN AND NEAT ALL ITEMS. 8. GANG MULTIPLE SWITCHES TOGETHER INTO ONE BOX WITH A SINGLE COVER PLATE WHENEVER � 8. TRUCKS AND / OR OTHER FORMS OF TRANSPORTATION USED FOR HAULING MATERIALS, RUBBISH, POSSIBLE. MULTIPLE SWITCHES WHICH CANNOT BE GANGED TOGETHER IN THE SAME BOX, SHALL BE AND / OR DEBRIS FROM THE SITE SHALL BE OF THE TYPE SO THAT NO TRASH, RUBBISH, ETC., IS DROPPED LOCATED AS CLOSE TOGETHER AS POSSIBLE AND MOUNTED AT SAME HEIGHT. OR SCATTERED ALONG THE ROUTE OF TRAVEL EITHER ON, OR LEAVING THE SITE. 9. APPROVE FLOOR OUTLET LOCATIONS WITH ARCHITECT OR OWNER PRIOR TO PLACEMENT. B I G H R N S B D I V IS I CJ N � F I FT H A D D IT I O N 9. THE CONTRACTOR SHALL VERIFY THE PRESENCE, LOCATION, SIZES AND CORRECTNESS OF ALL O U � OPENINGS, SLAB DEPRESSIONS AND EMBEDMENTS REQUIRED PRIOR TO CONCRETING. NO OPENINGS SHALL BE PERMITTED THR�UGH BEAMS, JOISTS OR COLUMNS UNLESS SHOWN ON THE STRUCTURAL DRAWINGS OR REVIEWED BYTHESTRUCTURAL ENGINEER. * NOTE: FIRST REVISIONS YELLOW, SECOND BLUE, THIRD GREEN. 10. POINTS OF ACCESS TO THE SITE AND MATERIAL STAGING AREA LOCATIONS FOR THE CONTRACTOR SHALL BE APPROVED BY THE OWNER PRIOR TO THE TIME THE CONTRACTOR IS GIVEN NOTICE TO PROCEED. THE CONTRACTOR SHALL BE RESP4NSIBLE FOR PROVIDING ANY TEMPORARY DRIVES, FENCING, BARRICADES, LIGHTING, ETC. AS NECESSARY TO PROVIDE ALL SAFEGUARDS AND EGRESS IN AND OUT OF THE EXISTING FACiLITIES AND PARKING DURING CONSTRUCTION. NORMAL BUSINESS OPERATIONS CANNOT B� INTERRUPTED DURING CONSTRUCTION WITHOUT PRIOR C40RDINATION AND ' CONSENT BY THE OWNER. 1 1 . WHEN IT IS NECESSARY TO INTERRUPT ANY EXISTING UTILITY SERVICE TO MAKE A CORRECTION OR CONNECTION, A MINIMUM OF 48 HOURS ADVANCE , NOTICE SHALL BE GIVEN TO THE OWNER. iNTERRUPTIONS IN UTILITY SERVICE SHALL BE OF THE SHORTEST POSSIBLE DURATION FOR THE WORK REQUIRED AND SHALL BE APPROVED IN ADVANCE BY THE OWNER. . 12. THE CONTRACTOR SHALL NOT INSTALL ANY MATERIAL, PRODUCT, ETC., WHICH CONTAIN ASBESTOS No. Descri tion Date OR OTHER TOXIC SUBSTANCES. IF ANY MATERIAL, PRODUCT, ETC., DOES CONTAfN ANY OF THE ABOVE � THE CONTRACTOR SHALL SUBMIT AN EQUAL SUBSTlTUT14N FOR THE OWNER'S APPROVAL PRIOR TO 001 Prelimina Review 6 02/09 � - ' INSTALLATION. AT THE C4MPLETION OF THE PROJECT THE CONTRACTOR SHALL CERTIFY IN WRITING ON � COMPANY LETTER HEAD THAT HE IS IN COMPLIANCE. 002 Final Review 6/10 09 13. GONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL CODES, LAWS, ORDINANCES, 003 Permit 7 10 09 � RULES, REGULATIONS AND ORDERS OF ANY PUBLIC AUTHORITY OR UTILITY COMPANY BEARING ON THE PERFORMANCE OF HIS WORK AND SAFETY OF PERSONS OR PROPERTIES. IF CONTRACTOR OBSERVES ����,o�ED 004 Drivewa Addition 8 10 09 � THAT ANY OF THE CONTRACT DOCUMENTS ARE AT VARIANCE THEREWITH IN ANY RESPECT, HE SHALL .� Commurnty Deveio mentDepartment PROMPTLY N4TIFY ARCHITECT. IF CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY � i Budding Safety anc�InspecUon Senrice� 005 Revised Permit 11 10 09 TO LAWS, ORDINANCES, RULES AND REGULATIONS, HE SHALL ASSUME FULL RESPONSIBILITY THEREFORE. TO�Vi1�i�t�`'t11L� ANY TEST OR INSPECTIONS REQUIRED BY ANY OF THE ABOVE AGENCIES SHALL BE PAID FOR BY THE section ' CONTRACTOR PERFORMING THE WORK, INCLUDING CRITICAL STRUCTURAL INSPECTION REQUIREMENTS oc�e ve,iditytof permit�The�s�suance ongran itng of a perm�it shall AS REQUIRED BY APPLICABLE CITY AND COUNTY ORDINANCES. n�t be constr�aed to be a permit for,or an approval of,anyvio►ation of ; a�,� of th� rovisions of this code or of any other ord�nance of the �,f��rt�er,�°�rmits presurr�ir,g to give authonty to violate or cancel the , ,-��n;o`this ccde or other�rdinances of the�urisd�ction shail not bo v�r' ,ne�wsuance of a perm�i based on construction documents and � �� a��- �-iial�s,ot�re�ert tne bu��ding official from requmng tha � S IT E W O R K G E N E R A L N OT ES ��.,<< ,��,�;�e�,ors in the cv,���u�t��n documents and other data.Tha �� ,i�� ,,r,;,��+i;a{so authonzFd o a�event occupancy or use of a ' s; s�,� vh�r� �n vialat�on of l+iis code or of any other ordinances of . �.�..�...... .-.�u.u�a..�....,..,,S.wa'suia�u..e..u.sr.nuv.urus,.Jawl.u.....,...u6.G..r.rtvLW _ . . Wwww..Sn.n . ..ty.u.�.d.w..�.u,��._.. ...:.eu.va�...a..ae,e.t..+.u.'^ ......_...,ws..�.:- ..... -,.w,..u,kw=ev..k...rr.�.1r u:.nau�..,.... ,. 4 t�"'t�_ ��� .,_��I�.I� i� , /� . „� �.,,F,;r��� �_.DATE' i � 1 . THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS SHOWN ON PLANS. THE ARCHITECT � SHALL BE NOTIFIED OF CONFLICTS OR VARIATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. CONTRACTOR SHALL NOT SCALE DRAWINGS, IN THE EVENT OF OMISSION OF DIMENSIONS THE ���� �,� ��j� CONTRACtOR SHALL NOTIFY THE ARCHITECT PRIOR TO THE C�MMENCEMENT OF CONSTRUCTION. � � �� ��� ; FAILURE TO DO SO WILL LEAVE THE CONTRACTOR SOLELY RESPONSIBLE FOR ANY DISCREPANCIES, ����� � CORRECTIONS, ETC., RESULTiNG FROM THE SAME. 3. GRADING AND DRAINAGE ADJUSTMENTS: SURFACE ELEVATIONS SHALL BE ADJUSTED AS NEEDED (SSUE DATE (VARIATION FROM CONTRACT DOCUMENTS) TO PROVIDE UNIFORM SLOPES THAT WILL BE WITHIN PRELIM REVIEW Ob/02/09 , APPROPRIATE LIMITS AND WILL RESULT IN POSITIVE DRAINAGE WITHOUT PONDING. IF CONDITION ARISE FINAL REVIEW O6/10/09 ' THAT CONTRADICT ARCHITECTURAL DOCUMENT, CONTRACTOR SHALL NOTIFY ARCHITECT. PERMIT 07/10/09 4. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR ON-S1TE P R OJ E CT D !R ECTO RY D RAW I N G I N D EX REVISED PERM)T 11/10/09 VERIFICATION OF SITE DEMOLITION WORK REQUIRED AS DESCRIBED IN THESE DOCUMENTS. 5. CONTRACTOR SHALL COORDINATE ROUGH-IN LOCATIONS WITH EXISTING STRUCTURE. ANY TOM & CRIS GINGRICH CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT iMMEDiATELY. C�W N ER: 6. TRUCKS AND / OR OTHER FORMS C�F TRANSPORTATION USED FOR HAULING MATERIALS, RUBBISH, A. � O� • SITE PLAN - EXISTING AND / OR DEBRIS FROM THE SITE SHALL BE OF THE TYPE SO THAT NO TRASH, RUBBISH, ETC., IS DROPPED OR SCATTERED ALONG THE ROUTE OF TRAVEL EITHER ON, OR LEAVING THESITE. ARCHITECT: HOLY CROSS BUILDING & DESIGN A, � O2 � SITE PLAN - PROPOSED [� C� C� Q � � 7. THE CONTRACTOR SHALL PROVIDE ALL BARRICADES, FENCES, COVERED WALKS, PLANKING, FENCES, 313 CHAMBERS AVE., SUITE D D LIGHTING, BRACING, SHORING, WARNINGS SIGNS, GUARDS, ETC. AS REQUIRED FOR PROTECTION �F P4 BOX 1566 �'�0�� 1 1 20�� WORKMEN, THE PUBLIC, ADJACENT TENANTS AND ADJOINING PROPERTIES. THE CONTRACTOR SHALL EAGLE, COLORADO 81631 , A.2OO � FLUOR PLANS - GRFA & ENLARGED PLANS ERECT AND MAINTAIN, AS REQUIRED BY EXISTING CONDITIONS AND THE PROGRESS OF THE WORK, ALL �Q�� �� ����� � REASONABLE SAFEGUARDS FOR AFETY AND PROTECTION, INCLUDING POSTING DANGER SIGNS AND A 2O� • F LO O R P LA NS - EXISTI N G & P R O POS ED OTHER WARNINGS AGAINST HAZARDS, PROMULGATING SAFETY REGULATION AND NOTIFYING OWNERS CONTACT: JIM JOSE, AIA, LEED AP � � N AND USERS OF ADJACENTUTILITIES. PH (970) 328- 1632 A.202 • ROOF PLAN - EXISTING & PROPOSED .�.� 8. THE CONTRACTOR SHALL RESEARCH THE SITE AND EXISTING BUILDINGS, PAVINGS, PLANT LIFE, AND FX 970 328-1634 OTHER ITEMS, NOTING AND RECORDING EXISTING DAMAGE SUCH AS RACKS, SAGS, LOOSE �ICYI I�1C ad.COI�Y1 � � � MASONARY, U NHEALTHY PLANT LIFE, AND OTHER DAMAGE AS A BASIS FQR DETERMINATION OF A.3 l _ G r n g ri c h SUBSEQUENT DAMAGE TO THESE ITEMS DUE TO DEMOLITION AND CONSTRUCTION OPERATIONS O � ELEVATIONS EXISTING & PROPOSED , DAMAGE TO THESITE AND ADJACENT BUILDINGS, PAVING, PLANT LIFEAND OTHER ITEMS NOT NOTED IT GENERAL HOLY CR�SS BUILDING & DESIGN R�sidence THE ORIGINAL SURVEY BUT SUBSEQUENTLY OBSERVED SHALL BE REPORTED IMMEDIATELY TO ARCHITECT C�NTRACTOR: 313 CHAMBERS AVE., SU ITE D AND iMMEDIATELY REPAIRED OR CORRECTED BY CONTRACTOR AT CONTRACTOR'S EXPENSE. P � � O BOX 1566 A.401 SECTIONS COVER 9. CONTRACTOR SHALL LOCATE EXISTlNG ABOVE AND BELOW GRADE STRUCTURES, DRAINAGE LlNES, EAGLE, COL�RADO 81631 � � �, � STORM DRAINS, SEWERS, WATER, GAS, AND ELECTRICAL LINES; AND OTHER SIMILAR OPERATIONS � WHICH MAY DAMAGE SAME. CONTRACTOR SHALL MAINTAIN THE INSTALLATIONS IN SERVlCE WHERE APPROPRIATE AND REPAIR DAMAGE TO THEM CAUSED BY THE PERFORMANCE OF THE WORK, ALL AT C O�ITA CT: J IM J OS E S � • F RA M I N G P LA N Project number 08-020 ` NO INCREASE IN THE CONTRACT SUM. CEL �970 376-7435 FX 970 28-1634 S2 • ADDITIONAL STORAGE FRAMING PLAN Date 10 NOVEMBER2009 N 10. CONTRACTC?R SHALL LOCATE ALL EXISTING SPRINKLER LINES AND HEADS AND COORDINATE WITH •• Drawn by DL a \ OWNER FOR ANY LINES OR HEADS AND THAT WILL REQUIRE REROUTING OR RELOCATION AS A RESULT JII�Y1 I�1C ad.COf�YI Checked by ,1,1 N � � OF NEW WORK CALLED FOR IN THE CONTRACT DC7CUMENTS. � CCJVER g � � Scale NA o z , ., -i. .:- . � , .. � P, I i z� �. 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Phone Fax � e-mad \ \ ' \ � • \ �. \ \ � G��% � .� � �- �,o � � �` \ . l 0 ' �iJ' ' � / �� • �O I � . � ., I �� � . ` oQ � �o� / . . � Edge of Creek • �O • • 'Oi � 1 ,� ` � wOO � I � { OO . • • � /� • , � �� � �o � °� �� � °� � , . c� • . ��� . / ' �- � LOT 8 �, � � ' Q No. Descri tion Date ; o � ° . • 001 Prelimirna Review 12 21 �07 D a �, �, • . � � 4 O �,�Q i • ` . / � \ \ � PARCEL A � . , / . . \ . � . �° • � . � i ER0.510N � � / COMROL� � FENCMG \ i / � t i • \ / /D New Flagsiors ti / i � � Pario � � \ \ / � \ • � O \ � � a - M � Q � � � , i • GAS M ETER �I LOCATION O `�� / / - . �, � o o -/ ,y, . � �� �� . � • � . � / ° � � , �, � . . � . ,. .; ,,,�. � Q o n(�' ., �, � �,` , �v . \ � \, \� ��,, \ \� _ NewDOrmer \ / `� � ,A � �A � � �� Aticllhon p � NewBOUlder 7 \� � �� �� � � �. • \ Retaining Wall / '•��� \�� � ��� • � . ` �� � � ���� V��V� �A • ' •� � � �'� ���`��� � ` � � PARCEL B � � SNOW STORAGE � � ��� � ��� �� \ 1509F � ` ��.Q / �A �• ���, �V � • i . / ' /j � ��. �� V�\,� � � • / i . i ' • �� � � i � � � � i ' Ewsting �'• ��� . , � / . � ' i' ,' ' �/ ORT-6LEf Walkwe�y ���y,�� � ��99.0 �, j' �i��� '" � �.�`��� _ �=---' � . , _ bq� 49' ,u / . . r Adddionall�OSF� + � „ � � �� // ,o � 3� of As�ali � � , , `1` �\`\�\`1`1\, �" �(�`� �2y Drlve �\ (�\ ;`� �� `� A102 s ' � `�� \ 1���\`11' /� � / li � °9. DUMPS?ER , � ' �\1 1\,�;1`,1`i t �y�� � ,\ `` V • F . � ��`�` C U`�`� /� • ��� �\�,`�� Pcj�C. , . , , `�` ���y R �.� ;� �� 4. . ���n9 AS�o�r , , ,, ,>\ � N�O R T H � r �1�;��� v.v�'�. rytt,�^.�4fi�_y� � �'n Drl�vwy 600 SF . \��\`, 1, ` .f.,� �� � ���Sf��-�•,.._ -� � > . � �� �� � � 'M '�-"� �s�� � f r � , f � ��� � � � � ` �;, �`'"s,��;° f� ' � . � ' � ��� � � (� o: •y d � � _d,� `�' . `��1` \ O b, • s �. r, � �y'' , � � � ��� � �� � �� � ' 4 y '� ��,�"^'" �' �'.��° � , `\ �`\�\ � m���� � ' • - � ,�`a�� � d � �� �y,; ���� �. ; o . , :�. ` a,,. �-,�,.� ��4� ; - � � / ,� �� �.,;�. k: ���,,, �x�, � ,� �,•�,�,�,, ' , . � ",��� � �'� •�'' w rA t 4r, e�•� � �,� ,.c� /y1�b', �^ ' x 4 I ;-ti•;4a+� w ..15 ° � J� � ���y,�,� flr ,. " di' . ., � � ':#i�:I' -,T�M,a;'.K�",�4A P . .•' '�,'g�' ��y ?I b '' � � � • r�J (trA . .�, f} a�ic��r���.pyf R SO` ` � • / � ����,.'�� �� , y1 n hjl,s � '4 n , r 1 O '``� QW 5' � � A1�`\ V � �✓ ����,� .,�;,��.: r �� ,.�. ; . , . , NORTH 1t�/ 3 L�s1�,A�,r� M' �«I� k'?I c�,e �� • � 'F� V �� �'SrL4r? V+ F i?a[,' '" � • � � � 1�1j� `, � °,i�A'sxe�,. V'��"" � �'~� a�t,F���.',r; �"s�, �Ni „ - O � � � �U • • � view from street ✓� • D o / Gingricf� 02 -Q� Existing Dnveway �/�� J j • O� � � DL 6 • �.p ��. , o / Residence �-q �s'- . ti � \ � • Site Plan F \\ . \ D . U •� Pro�ecf number �' � Date 10 November2009 / � Drawn by JJ � Q � ' � Checked by JJ �r . ��� ° . A . 102 � � S�� �� Pro osed Site Plan ; Scale: 1:10 Scale 1�� = 10'-0" ° � � � ��;� ��,�'�"°`z*,�, fi„���'a=w�nl� ' .*` .s a41^'.m n i �y, A � Ail��R� "V' � � � 4-0' S 1/ 19 6 1/2 5 6 E' � � C � � �'� r �+' d � �" � '�—� �" b � 313 Chambers �venue, Suite D � � WOODDECK � P.O. Box 156b A 301 �i � Eagle, CO 81631 AA07 � ' � Natli Pmpoaed 02 ArEa of Dortner Ad ifion i Te�9: 970-328-1632 4-0' � 3 4 3 14' 1 ltz I Ilz � �QR. N i � s�->>° s'-�o �/�" 3�-q�° s�-�o �/2" � q Fax: 970-328-1 b34 ,� , Email: jim@hcbad.com W OPOH _ � N '; i _sos e � � ' � eWwir,doW WWW.�'1CbQC�.C+OP1'1 - �, � Linen . � , FP , � i � o N � z�F tandirtg, Seat � za� 201 � � � � Bath � _ � � � a U ' t ° � , N �C�V ' ----- -�- 60SF� -- � Addittonal 67 SF n � Q ot newdormer g � Consultant � I � � Bath M } 41 SF-� O asot � Bedroqn 1 areq J j _ C 106 � o � " � N "�� 148SF °` DN � � i Address ; q , O � - � �° 3-�' w�NGRrvt � Phone '� p 41 SF `r' : � U = ------------ -------- z.�xb� Fax � q o c� -- I � M �,.� e-mad ' e2 ci�� I nOR. � 303 6 SP � DN HOII , � 2'-0 1/2" 5'-3 1/2" 2'-2 1/2" 5'-3 1/2" � 3oi I � � —,�z sF z o � � O e � HALL Bedroom 2 r b• s s uz � Main Level Bathroom-Existmg Main Level Bathroom-Proposed �aasF O Boe � '° " � � b DINING RM QO pTCHEN � B 6 77 sF � x , O �� � OO � 41/� � � U , � �� Qi i ' 6'-1 1�4" 3'-10 3/4�� 1'-8a eovER 4'-6 1/2" 3'-6° i � x T s 3 uz 000ao eNiNC I i �, PLANTER EMRY � ; � Master Bedroom 304 �q T� I � �I o I 156 SF o O.w � �QUnd I� � aa � _ � � Q^ L__ i I i Bath � _ � � — � Bath � � 106 O � � �� 106 ' ' � � -�- � � i i N � (� 40 SF ' — � 77 SF ' ' � 34 ! � � , _ ; _ � � ; � GARAGE � � � � � �'� � � ROOF � � C�OS@t N ' i � � � , � � � � � � 4'-5° 5'-3 1/2" 5'-0" 5'-0" � � x I i N i L _ — — — _ — — _ — — _ J I No. Descri tion Date � 9'xTOH DR 001 Prelimina Review 6 02 09 " Upper Level Bathroom-Existing Upper Level Bathroom-Proposed PROPOSED SECOND FLOOR PLAN S� � i 745 75 SF i z a i T 3 z9 6 I 002 Final Review 6 10 � � PROPOSED fIRST PLOOR PLAN I W IY I I , 05 En(arged Bathroom Cha�nge� �� Pro osed Dormer Addition Plan 03 Proposed Livin Room Plan � Scale. 1/4 - 1 -0 Scale. 1/8 - 1 -0 Scaie I/8 1 -0 DN DN I � DECK DECK i i I I � Stora e 2 StoraBe ' 003 � � � 49 SF 49 5F Q � B1 Closet [ �i Closel � 203 � � 22 SF L 22 SF + � SITE IMPROVEMENTS TABLE �a�d�� Landing I - I Bedroom 1 �P 28 SF 2S SF �P Bedroom 1 Llving L����g f I LOT DISTURBANCE: Sq. Ft. AcreS % Lo� Note: 202 oN oN °01 102 SF 102 SF 357 Sff 357 SF � LOT AREA 24,601 56 100% --------�--- ------------ � � ' CONST. DISTURBANCE 3,000 12% � i � GRFA ALLOWED= ' 0 46 of site ared 5 10,000 sq ft,plus 4,600 Ha�� DN oN Hall � I 0 38 of site area>10,000 and 515,000 sq ft,plus 1 900 1 I 0,13 of srte area>15,000 and 5 30,000 sq ft 1,248 72 S,F 72 SF N O T� ' TOTAL GRFA 7,74$ 31.5% DN oN � O O UP (JP � Bedroom 2 B Clos J C�os Bedroom 2 � Sauna Bath Bath Sauna BUILpING AREA CALCULATION Ewstng Propsd Note: East Duplex'�Jnit Equal to Existing �02 303 so� aob ' ' Pnmary Dwelling Unit: 1 d4 SF 16 SF 26 SF 40 SF 40 SF 26 SF 16 SF 144 SF \ \/ i � DINING KITCHEN � \ � � Ma�n Level 890 25 900.25 Kitchen, Living, Dining,Powder,Storage MB Closet O � MB Closet o 0 0 0 ; 305 O � O � ' ' Second Level 678.75 745 75 Master Ste,Twio Bedrooms,One Bath i �s sF i � i i � � � � ' i i ' � Garage 301 301 One car garage i i ; � Master Bedroom Master Bedroan � a � 304 � � 156 SF 156 SF � � Subtotals Finished sq.ft. 1,870 1,947 Both Dwelhng Units combined equal i i � i i � � 3,817 Total Square Feet `�-- --J { i ' SITE COVERAGE: Existng Propsd Note: Both Duplex Units m Totals i � i ' ' Duplex Residence Footprint 2,382.5 2,382.5 9.5% House and Garage Footprmt ' ' � DN o� G i n g ri e h i i i Pafio/WalkwayCoverage 622 655 2.Jr�o � � � — GARAGE GARAGE i i i oos � Dnveway Coverage 444 656 2.5% i eooF � ROpF i 301 SF � R es i d e n c e Total Impervious Coverage 3,308 3,553 14.5% � � � i i i � � � � F1oor P a ns � � � � . � � � L _ — — _ — — 1. _ _ — _ _ _ _ _ _ _ _ J i Y WEST UNIT-GRFA EAST UNIT-GRFA Pro�ect number 678 75 SF 678 75 SF Date 10 November 2009 WEST U'NIT-GRFA WEST UNIT-GARAGE EAST UNIT-�ARAGE EAST UNIT-GRFA � Drawn by �� 89025SF 301 SF 301 SF 89025SF Checked by ,�,i 02 Existin Second Floor Plan �� Existin Mc�in Floor Plan � � •��� Scals: 1/8"= 1'-0" Scale: �/8"= 1'-0" Scale 1" _ �0�_�,� A�'`����?'�"g� ��""��"'��; fx rv� 9 _ `���nT v'y'�a*``� °� ., .y i.iti��` � � �� � � � � � U I L ID f tJ iG W D =_" _°. 1 3 �'ti I ' 313 Chambers Avenue, Suite D ' P.O. Box 1566 . Eagle, CO 81631 " Tel: 970-328-1632 l Fax: 970-328-1634 � �mail: jim@hcbad.com � , www.hcbad.com ' A 301 0'1 , A 401 Consultant ENGINEERING DESIGNWORKS,INC. CARL WARNKE ; North-Proposed 02 Address P.O. BOX 775729 , Area of Dormer Addrfion STEAMBOAT SPRINGS,CO 80d77 Phone (970) 879-4890 ' 4'-0" 3'-4" 3'I 14' 1'-112' 1'-112' A 301 Fax (970) 879-4905 e-mail EDW@springsips.com North-Existing 02 16 6 B1 Closet , � � � � `° , �---- 20 - � ' � , j � ew Window � . 9SF �� � , ' ' , ` � ' ' ' � " Seat - Landing� '� � B1 Closet ' 202 �� , � 20� � 201 , �i � j � , ,, , 203 i , �,; - ; ; , � ,� 60 SF , � � ; `_�__ �'___ _ ___ __ ________� Additional 67 SF 22 SF o � of new dormer � � � A 301 °� � qrea Landing � Q Bedroom 1 A301 04 2�� ; � "'�� 202 uP � Existing Opening �P 25 SF �, � N 148 SIF oN w to be Filled in Bedroom 1 DN � ^ � 202 a ; I � 102 SF i , I � _ �� � ---- -------- ---- -------- , ; � -------------� ------------- i No. Descri tion Date . 001 Prelimina Review O6 02 c � � 002 Final Review O6 10 � ' 003 Permit 07/10/c 005 Revised Permit 1 1 10 ( , i i I 04 Pro osed Landin Level Plan _ 03 Existin Landin Level Plan , Scale. 1/4 - 1 -0 Scale: 1/4"= l'-0" ' A 301 A 301 , North-Proposed 02 North-Existmg 02 ', 01 A 401 Step To Grade � ----- � , , I � I I SITE IMPROVEMENTS TABLE � ��� � New Ffagstone Patio � � LOrt DISTURBANCE: Sq. Ft. Acres %Lot Note: 263 SF � LOT AREA 24,601 .56 100% Relocated Fireplace � � CONST. DISTURBANCE 3,000 12% N Additionai 3 SF I 5'-34' � ' GRFA ALLOWED= 11'-94' 5'-52' 2'- 2� Existing Existing 0 46 of site area<_10,000 sq ft,plus 4,600 N O R T H i 0 38 of site area>10,000 and<_15,000 sq ft,plu 1,900 StOj'Q Q 2 St�rQ e 2 � 0 13 of site area>15,000 and<_30,000 sq ft 1,248 � � g I TOTAL GRFA ?�la�, 31.5% ,�---- � 002 QQ3 � � � -� � ' S5 SF BUILDING AREA CALCULATION Existng Propsd Note: East Duplex Unit Equal to Existmg _ \ ' 4 � � i ; ; 48 SF Additional 7 SF ' Primary Dwelling Unit: �O �� � ' ,� � FP 002 , F— FP , � of storage area ooz oo� Mam Level 890.25 900.25 Kitchen, Living, Dining,Powder,Storage � New 10'-0'�K i�r0�� i i i i i i i i i i i i i i � i Existing Sliding Second Leve� 678.75 745.75 Master Ste,Two Bedrooms,One Bath i � i i i i i i i � i i i i i i � i Sliding Door�/�SSy i i i i i i i i i i i i i a i i 04 poors to be ii ii ii ii ii ii i � A301 — � � � � � � � � � � � � � � � � " � removed � Garage 301 301 One car garage 6-0 I � I I � � � � I I I � � � I I � , i x c � ° II II il II II II I � � � � � N II II I II II II II � � � � W O � II II I il II II II � 1 , II II I II II II II II ' � � � � � � � � � � � � � � � � � Livin � ii ii ii i ii ii ii ff i � cn 9 a Subtotals Finished sq,ft 1,870 1,947 Both DWelling Units combined equal 04 i i i i i i i i i i I i � i i i i � � W � ��1 � A301 ii ii ii ii ii ii ii ii ii ?' c� 0'-51/2" �- �,817 Total Square Feet � � i � � � � � � � � � � � � � � i i — �''� � � � � � � � � � � � � � � � � � 353 SF a Q II II il li il II 11 II � SITE COVERAGE: Existng Propsd Note: Both puplex Urnts in Totals o � i � i � � � � � � � � � � � � � � „ � ii ii i ii � ii ii ii ii c O 3'-0" 3 -3 Gingrich �; ii ii ti ti ii � i ii � 15 Duplex Residence Footpnnt 2,382.5 2,382.5 9.5% House and Garage Footpnnt i i i i i i i i i i i i i i i .� t�- 15 ii � ii ii ii I ii ti ii � � co PafiaJWalkWp Covera e 622 655 2.5% w � � ��V � ' ' � ' ' ' ' ' � � � �- UP � Y 9 i i i i i i i i i i x 01 • � " ° ', ' ' " " °' R�sidence Dnveway Coverage 444 656 2.5% � � � � � � � � � DN � ii i i ii ii � ii � i � � 35�i�SF � � � � � � � � � � fl , Total Impervious Coverage 3,308 3,553 14.5% i i i i i i i i i i � i i i � II II II II II li II � �' � � � � � � � � � � � f � � � � N g ^ � FloorPlans � _______ ____ ____ ___ ____ __ ❑ i t i i i i i i i i i i i � $ Orq e � � M ' ' ��2 i i , II II II II II II II n � ' � ii ii ii ii ii I ii ii -- �bsF � ; � � � � � � � � � � � � � � Y � II II II II II II II ; , i i i i i i i i i i i i i i ---- -------- Project number Date 10 November 20C �elocated Stair � New Stair to Drawn by to Living Area Storage Area Checked by Pro osed Main Floor Plan Existin Main Fioor Plan f� .2� � ' O� Scale: 1/4"= 1'-0" O� Scale: 1 J4"= 1'-0" Scale �" = 20'-� � �� � � ,,,�,_,_, "'''�„�� ��;� � `' �"'^ „ p ' � � �� � � � '� � � i E• l� i L t� i td ..�"� z C1 E � � Ca E`+I m i N ' 313 Chambers Avenue, Suite D ° U A 301 P.O. Box 1566 0 ' Eagle, CO 81631 ^ , NORTH-Existing 02 � A 301 g � y - Te1: 970-328-1632 0 NORTH-Existing 02 Fax: 970-328-1634 � New Flagstone Patio Email: jim@hcbad.CO�'1'1 Q www.hcbad.com � � DN DN i I Consultant ' Address Phone Fax , I DECK BELOW i DECK BELOW e-mail � ; � � � - � ( � � � � � ; ' NEW DORMER I � ADQITION il � --- i ��� 2 ;f , � i �' :12 � - - -- - - - � - - i I � � � � , I � i � � I I No. Descnption Date " 001 Prelimina Review 6/02I09 � � � A301 �� I 002 Final Review 6/10/09 , � p � � oa 003 Permit 7/10/09 � � A 301 v, � c�n N 005 Revised Permit 11/10/09 i � � � ' GAS METER � i LOCATION � � i '� � � � � i � � GARDEN ' BELOW � i y � •r i � � I � � 1 I I , NORTH � � ! - � � , � � i � O � � ; - � , Q � Existing � N � Walkway i ' Existing � I Wp{kWay Gingrich � Res�dence o� � - EXISTING CEDAR SHAKESHINGLE Roof Plan A 401 � - STANDING SEAM METAL DN - DOWNSPOUT Project number 07-027 Date 10 NOVEMBER 2009 02 Roof Plan - Pro osed n Roof Plan - Existmg Drawn by DL 1/4" - 1'-0" " � 1/4" - 1'-0" Checked by ,J,J A .2Q2 s�ale ��4�� T �'-0„ , _ � ��.�"��w�ti. .��'t��,'�� i .P3' ".��y ^n�„^' �+ � J1e�. d � �� 'V � � � �• U � � D' � ['J � W C� � � I ,a �i',` 313 Chambers Avenue, Suite D - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T.O�Ridge n P.O. Box1566 � 128' - 0 3/4" � Eagle, CO 8i 631 � . � Tel: 970-328-1632 ' Fax: 970-328-1634 ; � Email: jim�hcbad.com , www.hcbad.com � _ Consultant ENGINEERWG DESIGNWORKS, INC. , �- -�-- z�==.�__---�r��= -- _ -- - ---- -��----- - - -` � Address P.O. BOX 7 5729 � -==�_ =-��-�-��=� ---t� - = T i� - - =�=�- =� i - _ - - - _- STEAMBOAT SPRINGS,C080477 ' Phone (970� 879-4890 Fax {970) 879-4905 � New Dormer e-mail EDW@sprangsips.com ; Addition r— � _ _ _ _ _ ,_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _T.O. Plate@Dorme_r� _ _ _ _ _ T.O. Plate@Dormer , '� 113' - 3 1/2" u 113' - 3 1/2" ; � 6" Horizontal F.F• Upper Level , � Cedar Siding ' - 3 4" � 1�8 10 / — - - - - - - - - - - - - - - - - - - - - - - - - - - - -�—� - - � _ F_F�PerLeve_� o - - - - - - ---- 108' - 10 3/4" 7 � � Existing T-111 Siding to � F.F. Main Landing Remain F.F. Main Landing i Level Leve j - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 104' - 31/2" Modifi d - - - - - - - - - - 104' - 31/2�� sto age area ( � ' Entry Level - F.F. Entry Level - � Po�osed , , torage Pla e ' 100' - 0" - - — ,� -� �, ,%� - - - - - - - 100 - 5 � - , - - - - - �- �� _ _ , , , 2 Po�ose /1 � T\� � ,�' �'� ,�' 100 � � � F.F. Lower Level - F.F. Lower Level - rvo. Descri tion Date � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pro�osed Pro�osed 001 Prelimina Review ba209 ' 95' - 5 1/2" - �95' - 5 1/2" ' 002 Final Review 6 10 09 � 003 Permit 7 10 09 , � � 1 005 Revised Permit 11 10 09 EX�S�� n C � I �rs Existin West Elevation Pro ose W t Elevation g d es �,k�- �. w� .:�,: �, ,, -;.� O� Scale: 1/4��- ��-0" O� Scale: 1/4��- ��-0�� ' �� ��� �'�x. �.� ''�..,� �°�,y��'.- ��.� ��� �"' ' ' - �,� �^�.,4.,�'. ,� } ��°° � { :, �.,E a. ,.,, ,,�' � o-,� ..'r �,.,�� `.� � ��ti� �r , � ,�.. ,:�,"� , �t.� "'"�`*-�,.,,,�� ''• .` '�,,���"` ��,��' �' ` � r+►�r;° �''� 01 � � `�`� i� { r"` � � � j , ' � , �� '� , � 't }t 5n�M1. :Yrµ+,bp�M�, �,`� Y E � � Yt. i ,' A 401 * �' 't ;��v � i'�: *.-;•�.�, �'��r ���'°� ; �, , ,�'',::.+r ' y�� �:pt` ';, ",�,'•" � ���;. � �w�N�,','�y�.�'� ���.idt��y° rt 4''4`�+�' �� . >.y�`�''�i °;r. {� '' «,! ����"M1' !µ�. yh 4 j'� �ff�IF .qa�q .��sb' `' $RN' �.ii `�yiy^'Y' l�".�i t ' � ' _ _ � _ _ �_ � � _ � _ _ _ � _ _ _ � _ � _ �_ _ � _ � � � _ � _ � � � _ � � _ � � _ � _ �. � � _ � � � � � _ � � �� � � � � _ ` _ � _ � � � _ _�_ � � _ _ � � _ _ _ _ ,��� _ � ��� � , ���� �' � T.0_ Rid�� � �,���� ��t , ,`�,� t.�._� �,� � ��-���'� � ` " � `��`' � ' � ' - — - — 128' 0 3/4„ � �' � ,��; ti ', � � ; ,,, � `, ', ,> >,�,�`,,, T.O. Plate � �� � � � �� �` a ���" , � � � �� ����a�1°tp � ! ,-,�y�� •��1�� �, i a����r , i t� ,�' ��,. _. �� ���,,, �, r,,,.�, ,�� ,,_� 127' - 0 3/4�� � `� •��4�� f 'w'`��+"�ti^�•w�/�.�;.11 k 1 �A F, f'. '�.'' �.�� � � �; � �` ��`�. �';' ` � ��� Existing T-111 Wood rri' � �i i`'�;.s" et P` '"�' �,.. � t� r .'w�, 1 u � I ,� • {i; � ,�� ! °�„��t bo , k � _ ; , �(,� �;�,��� �� Siding I � 7 i �. � t � !i �� .��r�.S�ti*�i�,'e`�.,,; ; �; th' �Y`�. � � i �''`�`' � �� d k � � � � °y �,b�t5,��� ;'a,�;�;��,�.j�„d�'�";,r}�,6��1 'j°�;i��+:��"d � � .! �,,r ��, fi.�t'�� E�" �`;�`" r" � ,�°�"� N � � � � � ,�� ' �x"��,��,.,� ��':��,;� Existin Cedar ,. � � � �:,�, � �F����� ��..�,,,�,u� ��� g ; � � s ,� � � ��r� w„�' .� �� � � � � ! 6 , ,,p, ry p p I ��:' ;t �, �� � � se 't �y � 4 ��� )Y� � ,�''' ,vr, '"r"� irtn� � �,f a�' ���..i�l� IV�0� � � b uyr�,.>.< � �.y�aTMri;��'r`7. ,. ( � `� d �f � �' j>� � �'tih,�;t„',j;✓4� � '#��`ra`' '�t';�ef `�;M #.. ;� ° ,r�. .+w� � ��"' �,-� / � ,z } i ;�S``f� ' . 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',�..�",:e�:.+.�'`,,..,e.k..'�,��:.w.: �'�e n �r r:, 'h, a�ti r: C o I or C h a rt New Standing Seam Metal Roof � �,�;,�.�.�.�,�,.��..���.�:�� .���,��,.�-,� =,-;��,. .���;,,. �� ,,,,$�, ^, DrexMetO - - �"Y��i'^' r. �..�a k.s;'' w ,yw'b`'r�i�a. �F`��'��r+.a'��t , � ���x, +� ����+, ^A1-.�x�;T��;t T� ; ..�.. MediumBronze 209 p5 N O RTH " '":` ',�'""���'""" --.;,�<=•,,4,^ ,�.u"�:`-�' � y'���rJi:�a.r.4i.'«r'•�'�,kM:p °Tu""�r.i���•�°�n� - - _ - - _ _ _ _ _ _ _ - _ _ _ _ - _ _ `�S� ..�°��-�;�^r��y��:; _Tw�,���, .. � - - - - - - T.O. Plat���e -,.1 y P: ,ti.+.+ �r •c w'�'}'_,z� i+'�,w + - ��;, �� �,, ,��� �.- .,. �S,��., ; 113 3 1/2 ' a°:�vw.��iA"' t�%�'"i u��..d y�'`''��'W,,;:""i° �' � � % , . 'W�T �.. ,P� �wy ,�,}�„'.�.�'w•"r.nWr��'S�,i rV":'+', y,�i. . ti..W��..4!�"a§. ,,;.�..'a'a `�'.�,''. '�:,,�> � i � � �" •A ..,ti�n.,SY " y[i�^�'„i,�-r���L,'!'.�y�4 t � i � . n;x^«�-'LL�"'ttiGYe.`���s'4"S��"�M"''�"��.+�:.��,'^�'.r:� F � i� i � �-w T,�f�„�� .,Y�;���;rw��;�;.`.�„�v,.-.,-���.� � , � New Dormer , � ;,, �., � �,� � 'w:?;. � w� k'�.� �;,�, � �,.-- � , Addition i ; s5 � ,' 16 i �,"�' '�,,`r u u a wP'� -�":�'�'.,•'o„�"?`e' � �, ''�' n�'" n_v.d^��,�,:e•� i .�"�a'+r'�'�,yy�"r�.. �1ry��C N.`u �✓`ir"V"'�'bi' "v,+Mi- i � ..�".d�]L'"S" �'ZS^�i�!�.�v+M'.�.. .�,C � � r�;::x,;��,*,�, �;�`��;�ti�,�:#f:�=°�;� ��;��-� E — - — - — - - — - - - - - - - - F.F. Upper Level� — - — - — - — - - - - - - - — - - - - - — - w �- -�,�r.��'-�.�,��.��;:���:��.,���:�. ��.�.�.�_w.�..,._�.��.�..�.v.LL,.� 108' - 10 3/4"�7 I '�, �'�, ,�'� I , o� Stucco . . 03 WoQd S.idin �' � , , � , � , , � . �. ,- � � Merlex P-171 Flintrid e Ben amin Mgoore - Natural Cedar �'�� �� � � J J - - - - � � ;�,���� ���,�3�a����°��,.'��"A��t��a�,�,,��� � �,���y�rr ��..�`��`�F��'����,x Metal S#and Pipe in � F.F. Main LaLevel Medium Bronze 209 _ _ _ _�_ _ k'�`�r���� r� F� ���� w� �5 - - � ��1� i ��� F �� .� xd °��'� — — - - - - {1� � ' r - - - - — — — — — — — - - - - - — - - - - - - — — — — — — - - - {�; � �'�� _ �,, ' " $�'UCCO � ,�,.,.r ��; p i� 4 �, H��.�tit�ii:�� 104 3 1%2 �r� , ��� � , , ��,r '�� ° ���� r�, �� ,�" F��rsr c�:, New Fireplace . . , ti � ' � �� �f �` � �;�� �� � r���.� ,�&,4�, �_ , � na�► ���5 - � �� t Location i n g ri c €����� , � � °���� ��;��. �:� �slei�L�.s4i'�d, F.F. Entry Level - _ Stora e Plate � �� 9 �$; , �a V �`�`��;��`�v�lA.��' �1' .+y4y �.� . ... ...�r, � j- n � "jk �'t�* �� �& a� �e ' y . A ��'9�,�" �'�{�lr� '�^ - - - - - - - - - - - - - - - - - - - - - - - - - - 01 - - - - - - - - - - - - , �,,��������, �����;$������������+ A�,�������f��������;� �:a�. .y; .... ri... Po�osed �oo - 5 �2 R es i d e n c e , � �,,�� �' ��� ..,,..,..� 100 - 0� > 4 ' ' ' New Sliding Door ' 02 WoQd Trim . 04 Aluminum. �lad Wind ws Assembly 002 Elevations � � Ben amin Moore - Juni er � Sierra Pacific - Forest �reen 1 p F.F. Lower Level - ; � - - - - - - - - - Pro�osed - - - - - - - � - - - 95' - 5 1%2" Project number �f Date 10 November 2009 ,,.�,��, ,�.+,;�� � Drawn by JJ Checked by ,J� :r�g;��- �'�`, Exi�tin North Elevation Pr� osed North El�vation A .3� � 02 p • „_ . , „_ , „ 05 Standin �Seam Metal Roof Scale: 1/4 - 1 -0� � s�°ie: ��4 — � -0 s�pie %" — 1'-p" � DrexMe�'' Medium Bronze 209 4 - ,�,r�",„�� „n�"`�'�� rvt�µ, le.��FS RTV+�'£'� �v �n F° uR XR. �� � A� '�Y � � � I Es 4.� I L D I tJ r .. D E '� 1 :� !� ' 313 Chambers Avenue, Suite D P.O. Box 1566 , ` Eagle, CO 81631 ,; Tel: 970-328-1632 Fax: 970-328-1634 ' � Email: jim@hcbad.com , New 2x12 Dormer rafters www.hcbad.com 2.25" Foam Insulation + 9" Ceilulose insulation " R:49 Consultant ENGINEERING DESIGNWORKS,INC. � CARL WARNKE � j � 'M Address P.O. BOX 775729 i _ STEAMBOAT SPRINGS,C080477 ' Phone (970) 879-4890 � Fax (970) 879-4905 '� e-mad EDW@springsips.com � � � New dormer window Cellulose insulation ; R:21 New exterior 2x6 ' � wall at dormer � ' ' ' Existing exterior � � � wall � � � � , , � � i � No. Descri tion Date ; , ; ; 001 Preiimina Review 6 02 09 �_ � � � � � 002 Finai Review 6 10 09 � � i � 003 Permit 7 10 09 � 005 Revised Permit 1 1 10 09 02 Wall Detail i 5cale: 1/2"= 1'-0" i � � T.O. Rid� ; - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - 128' - 03/4' I - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �_T.0_Plat� 127' 0 3/4�7 � ; � i I � ,z 5 � �^ � � ` NORTH . � �,. � F^F. Guest Bedl� � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ` - - - - - - - - - --�— - - - - - - - - - - - - - - - - '�, �^ 113' - 3 1/2"� � . � I 02 ;'� f � � A.401 J ' ' ,' � ' � - - - - - - - ' - - - - - - - - - - - - - - - --�— - - - - - - - - - - - - - - - - - F.F. U�perLev_e� � � 108' - 10 3/4" ,.--------------------------- � , � , , � I I '� �'� F.F. Main Landing Garage ' ' � , _ �� - - - - - - - - - - - - - - - - - - - - - - - - - �'�—�- - - - - _ Leve� , - �- - - - ,, , - - - - ` _ . - - - - - - - - - - - - - - 104' - 31%2" . . � � � - Gingrich . „ � , „ „ „ � i %� F.F� Entry Level - � - - - - - - - - - - - - - - - - - - - - - ' - - - - - - -- - - - - - - - - - - - -Po�osed Residence � �' 100' - 0" � - -- - - - - -- - - -- - - -- -- Section � � ,� F.F. 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