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HomeMy WebLinkAboutPRJ10-0152 B10-0104.pdf � r � � � � � � � _ � � � � � � � � � �� ' , � _� i „ � � ` , � _ '„ 7, , =,� �, :; ' EL � � � � H A I R E I D E E R E D u �� ` � � �� � ����� j �� RT , �� � . ,� � � . . � r:t:s� � ��: � , . �, . M � . . . . . . . . . . . . . . . 7 , �� � . � . . . . _ . . . . . � . . . . . � 'i' y 't _ . � . 041460 RIDGE LN # 5Fi VAIL CC? $ 1657 � � � �� , „ � � �., LIST OF ABBREVIATIONS MATERIAL SYMBOLS � . . . . . . � � . .�! t :A 'h !.ie�n �frh. . 1 .a':.-L ! t � 5 .4. . . . . � . . . . . � � . . � . . � . � ' � J ' � .�'�c�h�8 (� 4J6f .,-��r S"� ,,.m: i� 'F��.: �.:?�wfiti9 RI4Pf i ?! . . � . . � . . ('11' . . � . . . ABV �18��/ E MM MILLIMETER 5 �� � f, � NatEona� Forest �,� ;x ; ^ � y �%htaticarial Ecrest , ° � ° � ( ) EaRru , , , ; , � , x t. � :4 � � - � s w � , = ��.5� :� r �.:, t �, � , , t. �rr:: N AFF ABOVE FINISNED FLOOR MW MINIMUM � { , y� i £ � 4 ' ; :3 �; r , � , A ry„ r;rt , ' ' ` ; PRO � ECT INFORMATION L g AP ACCE55 PANEL MISG MISGELLANEOUS < } � } ' _ � i x i � .. £ 5._ y � �.i.,� 1 0 ��. y,f � � - � .1 '�� .�� k �, � e ��F -_ ' � . . . . . � . . . . . . . . v tr. k s. '�. y rr ��, , p � .r �+' t b tz� ;^"��"f r '� � r p,.. +..,. �I �""`5.,r � �F� � . . , , �. . . E �' a . ? w - � � °* . � � . . . .. . � � , . . . : , l� n. - � �_:_a ":�; a t .1 x .t - i i't` t :_ ,y , % 1a.. i _w� F, �� '- .: . . . . ADD ADDENDUM NAT NA7URAL , ' GRAVEL ; ,, � _> � , F � i � �u �z : � F � s�` �;`c: '� `��m '� , ;� :.� s , a , ��` � .�:�• � �. � �� , <,. � � w � � c' PROJECT LOCATION � o � � ` : ^ ADJ ADJACENT NR NOISE REDUCTION = a y � ;t • � ' � ,� � r � - •� $� � � '' ' � ` ^' �� ' �Y : � __ _` W =` �"�'.�f " °� }� . . . . . � � . �� he ��• � t � it v i '�.. rif 4 ' 4 vey � -' ��`o- � ��' � .k . ,.. .-1j � �� $ � :+�nU $ ' ys !:p t tp4,� r n�,a t � q+e-. ',¢"�'t4a�_rL:.`: �.�, "'lt �t:;� , . � . � . . . � . ' . , . . . . D.<;y _. .,l...m' �.,�s^."' . _ r.. -t. ..�:, � �: � rowv+C � .r.Y a.,�4 . ." ..;::_'$.._ :,. � . . . �` �:..;Axn t'� h..:r'. i . , .� .M�.,� .t � L'�!F . r� ,'� � � . : � , ,r . <,1- _u,r.. u. , . ,y .u'.i i . .a ..:. - .SIl . �-„r.._ ,, uu ._ . ..-. . _ .. � « :C� t . , .,-*:' i . : , +... - r . ..;,c-. S„ �'r?�«. d� ¢ t.. .., t o,,,...� .. �.�.. .: . . �. ,�. �, . `h�. ALT AL7ERNATE NOM NOMINAL ;<:: r . :. <, .. . .,-- 4 . :. - _. . . ,.. �..e �- �.�� . �,: :_: ;. : r.� wu ~ :,.,. ,, „ _�-.�; ..,:; _ . ,�:. . ,:_..: , .., ;: , � ::, . . �- � . :� � ,,;:; . G� �: .;; �,k - �- , x ,,., , . . �. :�. e . , x.., . „ , ::��. a F;� . . ,.� ; : .Fti ,;,,,, _�-.: LEGAL SUMMARY: RIDGE AT YAIL TOWNHOMES UNIT 5H BK-0374 PG•0276 WD 11 - 10-83 BK-0380 PG-0079 WD 02- 16-84 V � : . � � .., �. _. -, ... A I L , , , , . , , , � � .� ( . � . . . . � k -��.`- '` , :;'�. ., e»i:� l . �.:# U k :j:. 'i Ff .:.. Y r.:.r +� r .. �.3 ' ,.}w' , �.3.." . e n�'. �.;.�_*n Marrot.. S ,,;-. � ., !^s ` r .',% -: � �w,...,r :.fi;..�€ FM�etii.OL �;:`. . . . . � N . ARGU ARCNITECT ( URAL) NIG NOT N CONTRACT 570NE <. ,; > _ . -;,,.,� .:.-.. - - � . : , u,,.,,, � _:. p ,, p „�,�.. .. � - � �.�: , �„ . „ �,�,. •. ..-,: R894560 �CD 10-06-04 � . � . . . � � f y,: r ` �Y t r�.,`,�� '� �' .?i. �F �-�. r ] �... 4 Itr , , � .�'.. r w f , r� ..`�' t �. 'j . � � . . . . . . . a .;,..,r: , y .( .. :;,. . ✓.. <: , . . :...,,n .. . ..a '` :. < 'a° . ^:�. � q5 . :.. � v ,iF ::^. ..., ., fi +�. t^,. f�� ._.:i'. Rtw t . �.° " � ., +i. .'P; v- � i:rLx.r ,.. .: i . , �e ? :�'F�+ . . "'z�'i.'� r. . �rbr5 " �ircta: � . . . . . . � � . . M M N NTS NOT TO SCALE � ;: - _�. ,, � .. � . :. :_, ,::� . .. .,, . .x f . ;:f:: u. �� . �>,�. �m �•.�, , BS T BASE E 7 g � 7 , � > _.> , ;< .... ; °"� .: . ,: , � !?° , �, , , �.s . �,.�,, v M ,4:� � � �.;�., �ip o ��w k < :�� � � , � s �,,., � ADDRESS: 001460 RIDGE LN VAIL CO 65 . •- 0 9 . . . . .. s,a o � _ ,, : � � . v a r � �� a a ,� � � . � . . ;�:'t r �; et . .!..F , k. . s'� fia4 ..:.i . �k'; r 'T .n FYa pa .. .;;'t . m .]%i, � t . ,� _ ...*,4 ^,. :i��, � u }� �, ' i< . I . . . . � ' "A ::. s "� . Td :;" r'�� . , � +s.. t c.,;.. t � - � q <h�., � „ . s�.�'; ✓�^ v t '- _ 2p - ,^r�- , .� .��r g.ts �x.v�. BRG BEARING OPG OPENING ,,, � ,u ,, ,.,G , P.,r . :: �* ,,;;,_. . .�"� -. .;;_ ,, , , .,, , 4� .�:_ r,,.� �� �� . ,,; R; - .4 , �.,�r .. � ;� . � PARCELNUMBER 2103- 121 - 10-007 . . . .. ',- .. .. � . . . , . , Nr':' . ;e,u y. ��:{ S �a �r . _:. T..a:_b`ea�`x'1� , :;:.', i '.�5,_,.. . .l;v+�'j . �. . 4 , d.. Jwn.. . ., , .. . ,.:, "1n, u�.-H . .. ...:.-°ay, ,a_,ti.�pq;h�y. _�`� 1.. , . . . . . . � . ; . ':,x. a °:.,., .. ._. a :.x. . :,..� .�:_,,; .�.... .,. � ys� , �:' �„'.� ' ''.t 'r.:: :,''_ "s �:xnm- k,�, ,�'" t .,,.a,. ..... _. � . , o�_i ^�;. ■ O . � t ?<-,h ; < ,�,� .a.:: _ . . tria. ,,, �� , � � �zM.,. r . _, OWNER: MARY K. HARTWIG TRUST 1� U BVL BEVELED OPP OPP0517E STRUGTURAL CONCRE7E , � �, A �: , r, ;; , , , ,.„, � ,� �, tr_ I � . `� . . . . _;: .✓ :� � 4 t .:; E�� y : ...:. ` e, , a .. . � ; �'�.C�,,` N "`F �X'�.-'' e � �r•` .{. . .; Z . � ` s ,vo- '� ._; . ,.. . . $Se,_' , '":a�.p, ,� %k9r;:r�_ .,.s.. ..:. . . .� �- � ' � . � � . 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'. .'a:r, �, c, . . ,.'.mrWhrte'River .,.-� 5 . .;a :' =" OS f!� uired to blend new construction wiih old � CONT CONTINUOUS P51 POUNDS PER SQUARE IN . q . . - . .: t _. �. 1 r- :��",f°` s?+ .'.,:t ; L ;^,e � ,..... ar�e` "':_:,�8�10(t'8�!FOY@St � '���. . . `::, . ..� f` 4 . .�;. }�'fi.:..*�8f10Ct8� FOt@9t„` ,_�, � , sr ,. � . . � . � . � M GJT CONTROL JOINT PL PROPERTY LINE BLOCKING : ��:� : ., r , p . � a �� ,: , , . , T. , . a_ � _� :._ : . , .; 'n .�i � - . .; . ..'?; . . ,. ;i: r .5 �.:.+�: . . t'r r i,';< � ' ` - r g . � �� . . O � � . .. .,e +i ,�i7: � 4�t����`€ ad .. '�~� ,'. � � . . . . . .. , .. :� � . � � . . , r,' � .„t,.,h` � . . , . � -'; - i ." ' . . . � . . . � � . t .,.. . : , , ._. . ...._ :; , � ... ,. .... ,: a a . �.'' }t<n v .. .`: . .. `,, ,, pr�j.: . ... - . .. . . . ....� . ,. .,_,t ..,..� .,. . 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A L E 2008 NATIONAL ELECTRIC CODE FLG FLASµ ING SM SNEET ME7AL � �� , 2003 ANSI/ICC 117. 1 ELEV. 100 - 0 FTG FOOTING SIM SIMILAR � ELEVATION L.INE 2009 AMENDMENTS LOCATED IN ORDINANCE NO. 18, SERIES 2009 FDN FOUNDATION SPEG SPEGIFIGATON (5) FBO FURNISNED BY OTNERS SQ SQUARE _ _� �r IMPERVIOUS COVER - NO CHANGE PROPOSED � . . � . . � . . � . . � . . � FPNB FREEZE PROOF NOSE BIB STD STANDARD "' � ,�' �� PROPERTY LINE � ..`�-.. ,ti �', f-� � �, ' FUR FURRED ( ING ) ST STAIN � GA GAGE, GAUGE STL STEEL � f GV GALVANIZED SD STORM DRAW � �'_'~,���'-� � f� � � A4 . 2 SEGTION REFERENCE � ' � f' GC GENERAL CONTRAC7 OR STRUC STRUCTURAL `F ` �°'� �``' "� � ( ) .: f>� �,e f ' .,:. .�p GYP BD GYPSUM BOARD TEL TELEPNONE .- - - - - � ',-, °� f ` �„��' r,r'` ti � NB NOSE BIB TNR TNRESNOLD 1 � " � �' Y� ' :;� y � �' NT NEIGNT T�G TONGUE AND GROOVE A4 . 2 DETAIL CALLOUT � ;,, � � �r �x 1; t�. .. �' �� � �m O : o , ,° ._ ` NORIZ I�ORIZONTAL TOS TOP OF SLAB , t .m w� A� TSL TOP OF STEEL ` - - - - -� � j�.� G INCL INCLUDE ( D ) , ( ING) ;. �F � " � ' "� � ;; ) , ID INSIDE DIAMETER TOW TOP OF WALL '=� ��`""' �, t� ,`r , : ,,,. :� IBC INSTALLED BY CONTRAGTOR T TREAD - • • `' � � � � , IBO IN57ALLED BY OWNER TYP TYPIGAL . ` Y��' . ` DENOTES PLANTING AREA � j' � °� Q� _ INS INSULATE ( D) , ( ION ) UNO UNLE55 NOTED OTNERWISE ;' A; , � INT INTERIOR VB VAPOR BARRIER �� � � � C L LENGTN VIF VERIFY IN FIELD TREE - NEW OR EX1571NG AS LABELED ` # ,,� � , , ,, '. � � O p� , , �� �Phu� . 6 ' MAT MATERIAL VERT VERTIGAL ` ` ,.kV r { ��_ . ` � � � MAX MAXIMUM WP WATER PROOFING , " �° "` " M N MEG�lANIC AL WWF WELDED WIRE FABRIG `: ;'' � . , � 4 '�'% � � MET METAL ( , W WIDTN , WIDE '� ,.� "' ° � � � �� � � � � PROJECT DIRECTORY � ° a M METER ( S) WO WITNOU7 � :R WD WOOD , . : ' r , � F- -e�'�A ,� r � .t . � . . . � . � � , i�9 . �� . {P � Ni{ . . . . . . . � . , :.� �'� - s� OWNER CONTRACTOR V � ' �' �� , ' rt' " � � . . . . . . � . � . bIs � � . � . � A:� .., N Mary K Hartwig Trust FIQDLER CREEK COMPANY � � 8811 Grestwoad P.O. BOX 305 � �" Bloomington, MN 55437 Avon, GO 81620 0 VENERAI N � 1 E� , Contad: Steve Hartwi9 Contact: Greg Dennis • � Z �� � , �, (612) 501 - 1403 (970) 39Q-770Q � i . DO NOT SCALE DRAWINGS email: shcrtwig�kbdt.net � 2. VERIFY ALL DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS ON THE JOB SITE PRIOR TO BEGINNING ANY WORK OR ARCHITECT � O ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. I p C M p p Ic /� � 3. ELECTRICAL INFORMATION IS DIAGRAMATIC; CONFIRM SELEGTION OF FIXTURES AND LOCATIONS WITH OWNER AND/OR EN LARG E D I � R � L L I I A I " I ROJ LG � LOCf� � I ON � � ARCHITECT. ' Iriterrtton Architecture 4. THE �ONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL RELEVANT CODES AND OBTAINING ALL PERMITS AND RC•((�UIRED N � � � O � l. A L L 53 Red Bam Sireet • � � APPROVALS. THIS PROJKT IS GOVERNED BY THE INTERNATIONAL RESIDENTIAL CODE, 2009 EDRION, WHERE RELEVANL CODE , Edwards, CO 81632 Q IT W RK THAT D E N T NF RM T ALL contad: Seth Boswng, Principal � w COMPLIANCE IS NiANDATORY. THE CONSTRUCtION DOCUMENTS SHALL NOT PERM O O S O CO O O (470) 390-0013 '�"� C� RELEVANT CODES. 5. ALL WORK SHALL FIT WITHIN THE PROPERTY UNES. �.-. ._..: �, ,,,.�.... �,„ .,:._�.,..�_ ... .� . . .. v. . : .. . . . . . . . . ... ._ . . . ... .. . . . . . . .. . . . . . . _ . . . _ . . .. .. _ . . . . . . : .. . . . . .. .. . ., seth�interitionarchitecture.com � � �. ... � f't GG . . . � . . . � � . , �Sn�4'� ` � . . .. . 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' .. ` . ..� . ., . .. . . . . _ ' . � � � - - � � � �- - DINING RM � � � � - � � _ _ = � �� NEW DOOR : r - : 3 - 0 X 7 -0 JELD - WEN _ �, EX ' G FIN FLR _ - 62 - 10 - 5 /8 - - _ DINING RM _ - "GUSTOM " SERIES _ - = CLADDING TO MATGN WINDOWS = � _ _ UNIT D - � _ - � � - - _ _ - o r _ _ u ._ 0 > 3 EXISTING / DEMOLITION FLOOR PLAN 2 FLOOR PLAN � s - A 2.0 1 /4 = 1 -0 Z A 2.0 1 /4 - 1 -0 Z � � _ � � � � O � � ^ _, ; 6i � W Z a V � ¢�P�� = w NOTES : 0'a� � O .�p LINE OF DECK BELOW = 1 . VERIFY ALL EXISTING CONDITIONS, INGLUDING DIMEN510NS, PRIOR 70 GONSTRUGTION . NOTE • � Z DISGREPANCIES JO ARCNITEC7 N � 2 . REFERENGE ELEVATION : EXISTING FINISN FLOOR - FRAMING INFORMATIDN 15 SI�OWN FROM TOP OF � � _ , SHEATNING , , , � , � F— 3 . TYPIGAL EXTERIOR WALLS ARE 2X6 CONSTRUGTION � ' , , , , " " ' ` � —+ 4 . DO NOT SGALE DRAWINGS STEEL DRIP EDGE u � � 2 � � 5 . REFER TO ROOF PLAN FOR SKYLIGNT INFORMATION ; � � A4.00 � � 6 . REFER TO NOTES ON PLAN FOR DOOR INFORMATION ; ! � � � Q ` � \ _ W � � INSTALL ENGINEERER } C� MINIMUM INSULATION VALUES : (200q IECC� CLIMATE ZONE 6 ) � ; � \ L p WALLS - R-20 " - SNOWCLIPS - ROOF _ i � � — GEILING - R - 4q _ STANDING SEAM METAL ROOF - ' \ � SUPPLIER TO PROVIDE � � WINDOWS - U - .35 - OVER NI -TEMP SELF - ADNESIVE � i � STAMPED SNOP _ W Nm WP MEMBRANE . DARK BRONZE _ - I � � � DRAWINGS - _ � H � = ; _ ; � GOLQR �OQ�' `4'��" \ �' SKYLIGNT - U - .60 ao : � - } � �'1, f \ �o . _ . = V f ��.���j / �,�j,0�.� \ \ LINE OF WALL BELOW - h / � \ ` = NEW CURH MOUNTED SKYLIGN7 : �`" ! � \ \ - ( S S U E D F O R D A T E - " VELUX FCM 4646 " = ; \ , � INSTALL KIGK —OUT � ^ _< < / \ � _ T.O.V DESIGN REVIEW 22 APR 10 MIN U - VALUE = . 60 - , t � � \ � FLASNING AT WALL - : UNIT E BUILDING PERMIT l0 MAY 10 ` FLASN PER MFRS REQS = �` / \ \ INTERSEGTION WINDOW SG �-IEDULE �;` __ � �v �NarcuEp) _ R .Q . PER MFR _ ,,, � / \ \ _ _ _. _ _ �= _ � � � � :: _ _ _ -- - --- _ ---- ---- -------- NO Tl'PE SIZE RO WIDTI� RO NIT ND REMARKS ; � -= .- - __ _ _ _ _ .__ _ _ __ _ _ _ _ _ � \ \ . -� v - � , _ _ _-- ------- ------- . , , , , a � ,. � ����; �� , � , v�� , , , , , , . � . �, , , rr , , �`, ; r�;' r`< <`r`, � � � „ � , I Y .• .! ( � f � Y � [ Y�� ( 1 t �C ..( T ( r " t Y � I FXD/CSMT 5 ' q" X3' -5 " + 7' - 8 - 3/8° 9' - 5 - 3/8° 76 " VIF WDW TO REPLACE EXG - V . I . F . SIZE " - � �� 5��X3 � _5 �� REFER TO WINDOW 6 1 /A3A _ , - , - ------- _ .. ---_ 2 FIXED 84" X 66 - i/2° 84 - 3/4° 67 - I /4" 87 ° = PRQVIQE STEP FLA5I� ING AT _ w :: 3 CASEMT 36" X 66 - i /2" 36 - 3/4° 67 - 1 /4" 87 ° ~= WALL/ROOF JUNG710N , TYP � . - _ _ 14' —S�n --- --- _ : , , . , , , , , � , � , � � - _-- -- ------- -- . .� , , , r , s _ __-- ------- - - - — --__ _ _ NOTES : . WINDOWS 70 BE CLAD WOOD UN175 W/ALUMINUM EXT CLAD COLOR 70 MATCN EX1571NG - '� �` K` JELD - WEN °GUSTOM ° SERIES - _ - _ .= ----------------- -- • PROVIDE TEMPERED GLA55 W�IERE REQUIRED Bl' CODE • CONFIRM R .O . SIZES WIT�I MANUFAGTURER " • 5ET 4� EAD NEIGHT5 OF WINDOWS 2 � 3 LEVEL WITN DOOR R .O . ni ' PROJECT NUMBER: 1001 ; � • WINDOWS TO COMPLY WITN REQUIREMENTS OF 200q IECC FOR TNERMAL PERFORMANGE - MIN ! _ O COPYRIOHT2010 U �VALUE . 35 _ C' INTENTIONARCHITECTURE j • WINDOWS TO BE INSTALLED PER MANUFAGTURER ' S REQUIREMENTS ' '� = " ` , ROOF PLAN A2.Q 1 /4" = 1 '-0" Z • - FLOOR PLANS SCALE: 1 /4" = 1 '-0�� �,�°""���;�.�, _.._. _ . . � . . . . . � . . ' . . , . . . . . . ._ _ . r .� _ .. ..: . . . , ro � � . � � � . . . . . . . . . . . . . . I . . � � � � � . � . � . . . . . . ,� . � � � . . . . �� �� � �� �� � � . � _ 2 �� � A4.00 c� ; S�T�i A �SSd.DP� i �o� �� � ��� � . . � , _ � ��� . ���� , ; . �D /�� , , ; ; j ': EXISTING BUILDING ; ! 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E �` � , � � BOARD BUILDING PERMIT 10 MAY 10 62 - 10 -5/8 ; ; , + . _ , � ; . , _ _ . _ - - - --- - � ; , , . , , ; . . : ' i ' STEEL BAR GRATE AT DRIP LINE ; , , . : . � :. , , , - ------- ----- _ -- - - � , � ., r ,�— . _ ' i �, _ , , - -- _ ,: , : - -- -_ _ --------- ------- -- -- . _ _ _ _ _. � . � _ -, . _ . _ __ __ _ � _ ' _ _., _ � - � -- � � � � � � � � � � � � � � � � � t t � � { � � � 't � � e � Y r x � �� � �� � r � Y � � ( �Y �� � t � � � �r � � t - i , � ll� tttlLl ttlllt �� � � 0000 � � � � � � � � �� �� I � I � � �� � ; ��' �� � ����, � � _ _ - - - � � � � � � ( r � � � ����� � � (� f � i � t �i � f � s �`�� r x ��� r �� i � ( r�/ `�( � ( �'��' � �t � � � r . � , t ; � Y � . � � . � � ,! � � � � � � -- —. ._ _---- __ ___ — _ ' `. . � . � ; ,' , � EXISTING WOOD DEGK _ __ - --- - - -- - --- ,, , _ . _. _ - -- - -- - - - ------ --- � _ �� _ _ _ . _ _ I I �"� '" REPLACE DAMAGED SILL AND LEDGERS �,� �� EXISTING A/C DUGT — I I ° A5 REQUIRED .. __ _ --_ . --- ---- --- , } � , . . —.- ._, r , . . _.. ; � i C ' _ , — I ( .� , f � , � , � +. —t , 7t r ( ( -- -- — --------- I ; � ' ' '•� � . � - , � .;+ ' EXISTING GRADE GRAWLSPAGE I � , � � ; G , : � ,' : � -,a ,�, _ __ -- - - , . � � ` '. � � "� r'<w �` } I � i = � � ' IrI I � - - - -- ° NEW PERFORATED PIPE IN GRAVEL � � '., ` � � ; i � � __ � � , � � ; � = i . 7RENCN DRAIN - DRAIN 70 DAYLIGNT I I ., � .. � � � PROJECT NUMBERe 1001 I I , ' 'i O COPYRIOHT2010 INTENTION ARCHITECTURE I I � ' II � I I ° x EXISTING CMU FOUNDATION , • , WALL SECTION aa.00 � ° = � �-o° SECTIONS SCALE: 1 " = 1 '-0" � �� , �,� _ � �-- � I I REDWOOD S�IIPLAP SIDING TO �� �� C� �(J, �� . . ; � , + MATCN EXISTING - FJNISN ALL Qy� �p : . ( � i SIDES PRIOR TO INSTALLATION c� . . a . . . . . , � . : _ . : i � � �� SI�T'�i A OSSl�D�i 3/4 VERTICAL FURRING A7 EA � . . . . : i � � , STUD �'� �� �I �� '� � . . : . iI i " ��� � o�� � � � II WEAT� ER - RESISTIVE BARRIER ��� �G��� SUC�4 AS TYVEK � i ( i � i SNEATNING RE : STRUC � � /� � ch W •— ( ' � ' � . . . . . � 2X6 WD FRAMING W/ SPRAY- L o � ( i ( APPLIED NIGN DENSITY � r°�i � � POLYURE7I�ANE IN5ULA710N : � � o � ( ' R - 6/ IN , TYP - INSTALL TO 4° a ( I V MIN 70 ACNIEVE R - 24 ( R - 20 N : � ; ( MIN REQUIRED PER 200q IECG) Q� � : . i i I I ,�„� � ; : i ' Ii , � p . . � . � � � � � . �. . � � . � . . . . . . . . . . . . � � M . . � . . . . . . . � � . � . . . . -Q . V ° � L � � . . . ii � c� a � : � � ' � NORIZONTAL SIDINC, ON VERT 3 TYPICAL WALL ASSEMBLY � ' ; � FURRING . NOLD FURRING UP A5.0 3" = 1 '-0" � � . , . . f , i /2 " AT BOTTOM O � , ( , BUIL.DING PAPER ■ r � I � ' ' , � ; � � � � � � NORIZON7AL 51DING ON VERT � : � SELF - ADNESIVE FLASNING _ ( � i ' ' � ! 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BEAM OR STUDS. � � S1 EXISTING WALL OR 9�`' �, '�� � \��" � +`O `� FL BEAM TO REMAW ' ,p �, �J� �',q, �`�' �L+`O 6�Fz�N`M��O ���`�`���'�� �r�,�„,, �"Y ��. y�y �" F �L � 2� G �``' � v <y ., Z ��9� I � SKY IGHT `� � �` Zy,6�\N �`�¢JO ,�}�:� � � £ � � �� �2 � �� ��� � ' �yr�' ,e�'ra�,c� > '' fiR em�+�Ok ��+ . . I \ \� ` O . ,Sf,3q ,. "�a� �uu �R c3 { �S $� a f '1� ( q 2 ���, �G^ �G � ��- � '' � [�'� rE,�e��9' <FS,�' � g,o �ry � . �� � � \ CO �� � t� v�� �� �� � �F ���„�aS 11� L 7 y � fL'}' � �-� � � r�.. � >v" .� „, ,.� � � I '� � �`��°`} �+ `�'�� ti+� c,`� ;�+� UNIT E �� ; � . ;� �� F�,� ��r r 2 - LVL 1 3/4 x 11 7/8 " , � , , �.� �� � r �� � I O 4 - 3/4 DIA. /� �' ♦ S' TG � Q�' .��`1� �� ^ " �' + �' ;° { ` " � `� RIPPED TO FIT w/ 2 - 1 /2" I � TOE LAGS INTO 9''? `i.� �c 2 � ¢� ;1.+6 ���f���� �� �� � r ��A `�'°�"a ,: ' DIA. x 7" LAG BOLTS I LEDGER � `L �^� ��`� � � ' `�+� ` �", s x; , ; , @ 16" O.C. INTO EXISTING W _ _ � _ _ _ � � EXIST. HEADER TO REMAW ''�.���"� � �`� ' � a y �' ," � ' „��., . � TO . . . . . �� & ,� j �. ;,.. FRAMING ( �- EX1ST - C�N EXIST. GL 5 1 /8 x 13 /2 TO REMAW GQ�• "�*:'' � G � R�MP fi�� `r�'< • ��'�'� � 2 - 3/4 DIA. Z �p �+�o z �-E- �� z TOE LAGS ¢ �F, h � �� � TYPICAL � �Q�.P ,Sy�� � z 3/4" PLYWOOD ,,X � � �,+`� � R _ p; (V LVL 1 3/4 x 9 1 /2 @ 16" o .c. � ' ' o � O NOTCHED FOR BEARING � � cn X � � � � � p O � � STRUCTURAL SPECIFICATIONS N 12 z uNi -r � � � z � nnaTCH WALL LEGEND � Z � 1= X EXISTING W X W 1 ) All lumber shall be Doug-Fir #2 S4S or better, all wolmanized lumber shall be 5�2° Exisrirv� wA��s � W TO REMAW �-Iem-Fir #2 S4S or better (all lumber within 18" of finish grade or in contact with concrete must be wolmanized) . Provide solid blocking at 8 ' -0" on center in all ---= wA��s To gE a�oE� � dia hra ms . All columns to be continuous bearin to foundation. so��� P Pa gi � BLOCKING EXISTING FOUNDATION 2) Versalams (LVL, 2 .OE) are as manufactured by BOISE CASCADE � To REMaiN µ CORPORATION; see shop drawings and manufacturers standard details . All L built-up Versalam beams must be glued with PL400 and nailed with 2 rows of � � \ �� 16d spikes @ 9" oc. Versalams deeper than 11 7/�" must be bolted together with ti � � 2 rows of 5/8" diameter bolts spaced @ 48" oc staggered. All alternates to be � � O � � p � OO � Q_ � [� � � [� I � � � � � � Q n /� I n ' (� � �� n ' review�d and approved by the engineer. � � J 1 � c,.7C 1 � � ` n � v � � r v i r � 3) Sheath floors with 3/4" T and G plywood with minimum span rating of 40/20 or � / � better and glue with PL400 . Nail plywood with lOd @ 6" oc to all joists, field 1 /4" = 1 '-0° Q coordinate screw option. =�, � 4) Sheath roofs with 3/4" plywood with minimum span rating of 40/20 or better. � / META� oR� P E��E � �= ° Nai1 plywood with 8d @ 6" oc at panel edges and 12" oc at intermediate pER ARCH��s. s � � O 4 members . /� Q� � � 5) Sheath all ea�terior walls with 1/2" plywood with minimum span rating of 24/0 or M � � better. Nail with 8d @ 6" oc to all studs. s - �v� � s�4 x s �� ' � � � 6} Live loads used for design- P E R P v�N � � (Tj O -�Zoof-80 psf snow. EXISTING FOUNDATION � � J � TO REMAIN O -Floor-50 psf residentiaL � � � r 1 ' -Deck- 100 psf. �'"� , � ' — � � -wmd-90 mph (3 second gust), Exposure B . �� � � = -Earthquake-Zone C-IBC . � +� • — �{ REPLACE EXISTWG DECK L � �V 7) All construction must comply with the 2Q09 International Building Code as nnEMBERS a,s REC��� -ro u ACCESS ROTTED MEMBERS � � adopted by the Town of Vail Building Department and the General Conditions of Z s = O the Contract for Construction" (AIA Document A201 ) . All construction must be � � � completed within the tolerances described in the "Residential Construction z Q . � d- Performance Guidelines" as prepared by the NATIONAL ASSOCIATION 4F W � ° � �— HOME BUILDERS . � gl Construct wall as follows- v2" PLYWOOD � � � TRIM ROTTED PORTION � J -E�erior-2x6 16 OC. PER SPECS. � � Z A OFF ENDS OF EXISTING � n » ~ N C9 S � JOISTS IF BEARING LENGTH �� p IS LESS THAN 2 , FIELD -Interior-2x4 @ 16" oc, unless noted otherwise . � X � cooROiNATE so�rE� 9 A11 beams, 'oists, and rafters are to bear u on walls or beams, or be hun Witll EXISTING JOISTS TO 2x6 @ 16° o.c. z � . W �oisr sis-rER. � -1 P g PER PLAN � SIMPSON Stron -Tie han ers or a rove e uals . REMAIN - REMOVE ALL �, �, g g PP q ROTTED PORTIONS � APPROXIMATE AREA OF 10) All structural members are shown in their fmal positions properly braced and W � RorTE� FRannirv� EX. Gl. 5 1 !8 x 10 1/2 TO REMAIN supported; during construction it may be necessary to temporarily shore portions Ex�ST�tvG �ECK �o�. Ta � � � o ofthe structure while other portions are bemg constructed. Contact the engineer PLYWOOD LL ROTfED TO REMAW �X�SREMA�N z � �� UNIT E N for consultation as required. � . �e- �� REPLACE ROTTED PORTION } PROVIDE SOLID � O OF 2x6 BASE PLATE AND 11 ) General Contractor is responsible for all non-specified connections, COrit1Ct � BLOCKING BETWEEN Q RIM. � engineer for details as required. The engineer is to approve all structural Exisr. �oisrs o substitutions . � - �— w � 12) General Contractor is to coordinate all diaphragm penetrations (i. e. , chimneys, Exis-nN� �oisrs ro REMaiN � plumbing, sewers, etc.) through floors, walls, roofs and foundation walls with � appropriate sub-contractors. General Contractor is responsible for the means, � methods, techniques, sequences, procedures, workmanship, seasonal scheduling a and job-site safety associated with this project. The General Contractor is to . U N � �' p verify all dimensions and elevations with the architectural drawings . Notify engineer of all conflicts and omissions between various elements of the working REP�ACE Ro�E� drawin s and the existin conditions rior to commencm with that ortion of the REUSE EXISTING ANCHOR � PORTION OF 2x6 g g p g p BOLTS AT ROTTED BASE PLATE AND project . General Contractor is to inspect remodel projects and verify prior use and MEMBERS R� M ; proper disposal of existing materials (i. e. , asbestos, etc.) as required by code. I Identity of all existing hidden structural plans based upan plans by SNOWDON & I �_�i—"_ EXISTING FOUNDATION I � I—I � �_ � N P L� N HOPKINS ARCHITECTS and BOYLE ENGINEERING INC. dated g June To REMA�N ` _ _� F O U N DAT I O N 8� MA I N L EV E L F RA M G I g$ I . I 1 -I � � � � EXISTING GRADE 13 ) All materials exposed to e�erior and or moisture conditions shall be treated for � � To REMA� N these conditions (i. e. , chemical treatment, staining, painting, damproofmg, 1 /4" = 1 '-0° NORTH membranes, flashing, etc.) as required by code. All materials to be treated or protected for fire resistance as required by code. D C � /� I � /\ q C f'1 /`1 �J � 1 1 /2" = 1 '-0" 01 1 S1