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HomeMy WebLinkAboutPRJ07-0474 B08-0093.pdf , . � . _ ____.. �. --., .� � f .. x�-` , . ...m ,P �. � , , a . V.. �. -- .� � -.. ....,.� x � , . �. . , � _ _ __ .� � ..�,.. , �.____. �_, .�.�. ..,�..,.�-,�.. H..,t - ' � _ � " - . - � _ - � - , - , , . ` - � ` � _ - - . - - _ � ` ° f � � . i . , , ; "�" � S 89'04' E 147.50' � � � � 3 � - - LC1T 27 , ^ 5.+a' EA�EMENT r � . 100,39 ' _ _. 47,11 ` S � _ : L � T 28 � _.,. ._ _ _.. _._ _. � ..._ � _ - - - -- ,_ �E ._ , .r � � .� .� _ , _ 50' UTILITY �C�' � � _. ., - - - $ -' - -- - •- - - - - -- - - - -- - -- - - - f -- - - � ...,. , ._.. ...._ _ _ _.._ � _ EASEMENT 0� - ; - --- - - .-- _. _. - _. , ",� � � � 31.S3. - LEGAL DESCRIPiIdH - Ynt ! Easenent � 1 � _ � -----"'-""""--""-`-""�-"-" LEGAL DESCRIPTIQN - Garage E¢senen# � � � � " � That part os Forest Rond rtght-of-rny, nccarding to the pint for Yail V � ttage ---_�_��..._.,____��__�_r.___ .� _ ` � � ARC= 1. � � rrst Fiting recarded � n the oFf � ce of thr Engle Cap�ty, Colorado C ►erk and S3 3$, TFwt part of Forest Rond r � ght-of-rny, eccording to the ptat for Vatt V1tinge �` �, �.. - Recorder, descr � bed es fot lows� �...- �1RC \ �, _ --_�..,����� First Ftling r�+corded tn thv ofF � ce of the Enpte County, Cotorndo Clerk and � �\ - - � „„ N24 'S7'91'E_��' RecordBr, stesCribed os fol lors� • � ,` �„� � . BeglnninQ at the smathresterty cornar of Lot 26, Block 7, sald Yuil Vitinge jp5� '�,S24•57'31'W � Flrst Ftlfng� thence, nionQ the northerly rlghtrofwny llne of snid Ferest S25' Hegtnninp at thr sauth�esterty corner� of Lot _ 26, Btock` 7, sntd Vatt Vittnge � Road, 53. 38 fert atong the nre of a curve te the ripht, hnving e radius of N85•46'25'W Ffrst Ft ► Ing� tFtmce,. along tha northerty right-of-wny tine of satd F'orest 687. 90 feet, n centrnt angle oF W' 26' 45• , ond n chard #hn# benrs S88• 0�" 27` E 100' � Rond, 56. �2 fe�t nia�g the arc of a curve - to tht r � ght, twvtng a rndlus of 53. 37 feek to the True Ppint of Beginningi thence tontlnuinp c� long sc � d 687. 90 feet, a central asng{ e of 04• 41 ' S6' , nnd u chord that bears S87' S4` 41' E northerly � Ight-of-wny ttne, 1, 00 fee4 nlong tF�e arc of n c�awe to tMe r � ght, 56. A1 feet to tt� True Po1nt of Begtnningi thence, contt �uing nlong seld k hnving n rndfus of 687. 90 feet, n Gentrel nr� te of Q4• 05' 00' , and o chord that northerly right-of-�ray ttne, 22. 35 fett alonp tha arc of e cwve to 4he rJgi�t, b¢ars S85• 46' 2S' E 1. 0� f�etl thence, depnrtln snid r�^therty rlghtrof-wny, having o radl � of b87. 90 feet, u Centre [ nngle of O1• S1' 40' , and n chord that S24• 57' 31 ' V 1. 25 feet� ttxnce N85• 46' 25' M i. 0� feet) thence N24• 57' 3� ' E 1. 25 bears S84• 37' 31• E 22. 34 feell thente, depar# � rig sa i d norther t y r t phtrof-wny, ` ; gl feet to the True Pntnt of Beptnning: contalntng 1. fi7 square feet, nore or tess. S24• S7' 3I' 1i 7. �9 feetr thence N65• 02' 29' Y 21. 05 feet to the True Potnt of " _ - $eglrm � ng, co�totntng 8Q. 2 square f�et, nore or tess. 0 - O1 CONC PAD ' 22. 35" AR � � � FI�T TUB 56. 42�r� " - , �� "'_,. ' � ��` .. �� .. , ' PARC � L. A 6�' �'. , ,'� - � _ � - .. . _ . . - � . v2�9 '�'�����.` ,?/ �j�' . ' ? o p �j�s� `�� / 2� , �� LCJT 26 ��6' � l6� - ,� 0,271 ACRES a�v ��`� �' - � � ` ; ��� � � � W , � 1 � /,� 185 �! � � �. . - t , h� 8�� � (b 9, \ ` J y ` 6 \ � PARCEL B . � � _ � � L � T 26 ��PROVEMENT LOCAT10N CERT1FlCA'fE � s� \ ;n p � 10 ` 20' 30' i l6. DUTLINE MAIN ~ � 0 1 hereb certlf that this Im revement Lxotlon Certificate was re ared _; F�r AECK � 0.194 ACRES Y y p p P � _ � \ Z fo� �DER INC. / LUTSEY ENTERPRIS�S � _ Z � x that it is not o I�d survey plat cr 6nprovement survey plat, and thot it Is - � A S4, �° � g237. 4' o � 185B not to be relled upon for the estobiishment of fe�ce, buTidTng or ather future - ; ' O I6 - �94 ROQP PEAK try� Irop1-overoen# Unes. � . . � I further certify thot the improvemente on the above descri6ed parc� on � ♦ ` (� . � this date, 7/1/09 , except uti4ty conneetions, are enti�ely within the . , � � . ` n° `� � 6ound�iea of the parcel. except as ehown, that there aro no encroachmenta 0 j . ` � o �p �, upon tha described premisea by improvements orr any odjaining premise�, � � '2' h �" `� except ae Indtcated, and thot there is no opperent avtdenee or stgrt of any � � - � � M � � eosement croaa�ng � burdening ony p�-t of soiQ, Ae�'rd� ��v`���daa nvted. � _ : Y _ � h Q / � 14 .. � a� � `¢ �'� QJh " � � !�.'g. // ,�'IiC�1U� `�.}$ �08 ,� < ` ^ ,:d _ (V - - y " � , . � 2' � T ColoGadb P.LS. 3b1 �6+: ;� � � , � , � " 2 ST�tY VOOD FRAHE BUILDING � `� ^ N ' ' � ,� � . .. F '^- /' � 9 r ' s UNDER C�NSTRUCTI�1 ' . . . _ : . � .`� � ., t"'�,. °..'� : a� : RI L � T 2 9 , � �'-� w s 4 s �� � .� � N `�_ /�`-. � N ",� � • :"- A ~ . +o `. �� /^-, 'fl8`�4��; } ° �� �. J - /� \ \� '- } / ��.� � �x�1 ey y�! 1� �s � :i � ���1 � � t � }A- � • � � it ��� C�,D ♦ � �� J V� �• F`�h \� ` ��j \ ` ` ..,,�� , �'��� °�,Si� l. }" il ✓t'�� �.,` .s �\ ` I � � , / ry , llii \ � j _ � � 4 \ � �o �,� 1 ` ,` , e 15 s9` �o� - _ �` ' � - ,� -�, - „ , , ,` � 8242. 8' �� � ` � �8251 S' / � L � T 26 ' � '/ '� � � , 245� GARAGE S�AB ` \ `� . �` ` � � } � 8251 , 7 8236 3' � � 3 TTORY <�7LIt�)ME HOUSE � l � � x 6 � �c, 8248 0' . � 0. 7' CpNC. VALL q a, �'` � � , ; v - ,L �\, i NUTES� , , i - a h ' � �� � i> nntE oF suavEr� �ii.o9 � � "' ,° lg� �� ` � / � 2) SURVEYCIR HAS MADE NQ WVESTIGATIaN OR INDEPENDENT SEARCH FOR AMENDEA - ' ` / ' PLATS. EASEMENTS �F REC�RD tOTHER THAN PLATTED), ENCUMBRANCES, ' � �M � RESTRICTIYE CUVENANTS, OYNERSHIP TITLE EVIDENCE, �R ANY OTHER ; ��0� o �8238 0' °� d ^ � � FACTS TNAT AN ACCURATE AND CURRENT TITLE SEARCH MAY AISCIOSE. � '� `� �ra j � ; � ��g, ef 3) NOT2CE� ACCORDING Tq COL�RADO LAV YOU MUST C�MMENCE ANY LEGAL �824Q 5 l�� � � � ACTIDN BASED UP�[ ANY DEFECT IN THIS SURVEY WITHIN tHREE YEARS � AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY w �� f� �` � ACTIOP! BASED UP�N ANY DEFECT IN THIS SURVEY BE C�IEI�FCED M�RE � � 0. ' CONC. VALL ' j THAN TEN YEARS FROM THE DATE OF TNE CERTIFICATION SHpVN � o� - � �- , ' � � � HERE'�N. ; J �_ \. � / _ i 1. 0 STUCCO\ '�., �� � , / �`� ,� , � 4> $ASIS UF ELEVATIt7M SEWER MH 0820 INVERT EL=9233fl' i ROCK VALL '� � � -�� , / , � �! ` � ` � � � � f � 5) BASIS OF PROPERTY IINE LOCATION� F�UND M(OMJHENTS ON ADJACENT LOTS. 4 7��, ' � , ) 6) BEARINGS AND DISTANCES AL�NG PR�PERTY LINES SFtOVN HEREON ARE � 2044' � /� "� \ � � � �_ / / / AS SHOVN ON THE SUBDIVISION PLAT OFN.Y. A BOUNDARY SURVEY VOULD ; �- \� �� � ��� `,`` f ` � � BE NECESSARY Tp DETERMINE TFIE TRUE DIMENSIONS OF THE LUT AND � �' � � / / SETBACKS, WHICH MAY VARY FROM( THE PIATTED DIMENSICiNS. � 1 ' , S 6S. ` \- �! j � , � � 7) TF(IS SURVEY ANA THE INFORNATIDM CUNTAINED NEREON IS TNE PROPERTY OP � GARAGE EASEKENT � � � � � � � / EAGLE VALLEY SURVEYING, INC. AND IS INTENDED F�t THE SOLE USE �' THE � 3�8 0���8• / ' f � � �R I G I N A L C L I E N T O N L Y. A N Y U S E Q F O R T R A N S F E R T O �T H E R S I S P R q H I B I T E D. WALL EASEMENT SEE LEGAL � _ $ f , � � ' SEE LEGAL DESCRIPTION . '- - - -___ � 8) PUSTE D AD D R ES S� 1 8 5 F O R E ST R D. �,. L=43. 44' DB�CR506I� PBAGE 394� -- - � � ` \ ```` � ` / i , � � � . 1 j 9) MEASUREMENTS AND TIES TAKEN TO ROCK AND PLYWppD PEAK ELEVfiTIONS PAGE 394 Ci]N ETE WAL� _ `�1�J I ( TAKEN TO TUP OF PLYVOqD. ' 4� `��.� �� ' '' � f ` _ '"`� k ��� - _ _�'� � � _ I � 30) NO DRIVE CDMPLETED AT TINE 1]F SURVEY '� �z � � > . f' �- �� � t 7' , .<<�� � . � ' - � , � � ' a y'-----.- �� � � � ELECTRIC -c��� / � ,(�`�� , �< �✓ ,� r�-,._ ��j�'/� � , TEft • i ♦ S I TE WALL ` `r ���'"'� � ^ , v� ���� ?` I "`�;''� �� �4:,� � _ I GHT P��ST �/► c" "W� � '� , - _��� STONE VAII , . ;� � • i� y` � i � r �, �__ L �/ "� �= 10 02 52 � � � � ��,< � �►� PEa R=687� 90' ��=�� -., �� � � � ' �,; Y �'�`� � ' y��'�,, ; . ��� <�,�' �` �;� �t -:- _ ti (� ,ns � �;b . ; L= 120 64 ` ;'�,-:� � � �, � �A. ,� , � � � � , ,'� ` ' . _� , (Jl 1 D ->r ;4, . ,,�_,_ CLEN= 120. 48 - -- -- - --- _ - -- r �.. �y,�-.�� � � �.,� �. �`� y � ,`` ; t � �� ; ; �y j��,� , ' `-=r �, � oc. � , � , �� " _wt_ „} � ' • _ '�-�-�_ ` � �. �,,����'� y j��>�''•. � �. y� � ' ' � i� Z C�;aeve..o�r � -;. EL� TRIC BRG=N 85' 14' 14' W -- - - --- - ---_ - - - -- - - _ �°��� �- � � .` �z` ;�. �t � , ` < ,� � ,� 'f ;� � �� ' ' '`�`� Ls iuv aur cr� ' � rnaksc�oaM�a - - _ - -_����, , %� ��' '� ��n�i � � ��; ., �, y � ;�_ ,y ; f �, y , � � / � � ,.�„-°, , A ,� � ; < .� t f � ,� �� � ` - -------- __- _- - --_-_.._ 4 � C�NCRETE RAN � --- ---- - -- - -�'44.., �.: _ , e ���/r,( xa��i� � � ��'� �\ Y �- e y `�,�" �' V � '_ --- -- - - -- - � - � �`'��"-�� � ��. (�� �` 'y,�.� � r ;��� �' � � ` � � '�.�.�� � ���/ �'� ' -- - --- - - - - - _ _ _ _ - - - � :�.���,�,�� �y� " �`F� ' F � R E S T -- - - - - - - _-- __ �_ _ - - -- _ _��,��, � ! <�f;,:;;�,° � R � � L - CONCRETEVALL + _�';�`'; '�;�,���;'�F, IMPROVEMENT L � CaTI � N CERTIFICATE � ��� _ ; � y C� C� C Q M [� , � so � Ro �� R=68739008 Y`-f�'� P A R C E L A a � , i �=30_64' , A RESUBDIVISICIN � F LCIT 26 � BLCICK 7 �u� 2��_ BRGNN37�8656' 16• w V A I L V I L L A G E , F I R S T F I L I N G j 41199 H� GHWAY 6 & 24, EAGLE- VAIL P.0 BOX 1230 ' EDWARDS, �0 81632 T�1N�1 C�F VAIL T � �n/ N ❑ F VAIL , EAGLE C � UNTY , COL � RAD ❑ (970)949- 1406 710ILC7-09. DVG M. POST 7/03/09 J � B No . 7 � 0 ' � - -- - - - - -- ..�.._ _......._-- - ------- -- , � - _ - -- ; � l i � t fi� fi�OJ � C �" D � � ,4 I1� l� � X �" O U �� UJIi�C� s _ ��`���°�' � ���� Segerberg Mayhew Ot�JN�iZ ,�i�C� It�Gt gt�,tCtU�,4� �i�IC� IN��fi� �.�4Nt�SC,4�� ,4�G� It�G`C Crt�1�t�R�4�. GOI�ltiZ4GtOiz ,� � .r� coV� � s+�� � r & Associates Architects GOI7E INFOfi�I"I ,4tION : TOM LUTSEI' SEC�ERB�RC� MA1'N� UJ MONfi�OE � NEUJ� LL ENCxfN� � i�S, INC. pENNIS �4Np � RSON � /�SSOCI �4TE8 SUNp � R, INC. - SUiZVE1' � P.C.-A.I.A. " 2 � Q�3 I .�.C . P.O. SOX 22ID7 � � ,4SSOGf ,4T�S �RCNI7E �T8 1 �im1 UJl'NKOOP STREET, SUIT� 20� PO �OX 138� PO �iOX 1393 � � ��� SC��� i�rima ry /S � concla ry res i d �� c � �R� EN 8�4�, UJI 5�3�5 - 2 �� �4 imi EA�L � RoAD - BUfLD (N� � p �NYER, COLoRADO SID2 �2 EpuJARDS, CoLoRADO 81 � 32 EDWARI� S, coLoR�4DO 81 � 32 � _ � � ,q�pSC,q}�� }�L ,qN � , TE � C92fd ) 339 - 9823 AVON, COLOR�4D0 8162 � T�L C3�3 ) � 23 - �492 � TEL C9� m) 926 - � 2mID TEL C9� m ) 39� - 1885 with � ully Operational Sprinkler Syst �m EMAfL : LUT�NTaAOL .COM TEL l9'1 � ) ��i6 - ��33 F,4X C3�3 ) � 23 - � � �2 �AX C9�im � 92 �o - � 2m1 F�,X Cgrt � � 92 � - 1932 �, F,4X ( 9� 0 ) 47 � - �6m8 GONTAG7 : GRAIC� C1s,RRO�. L /CHRIS N� SSEfG GONT�4CT : p �NNIS �4N1� � RSON CON7,4CT : J .P. SUNDERL �4Np CONT�,CT : KURT S�Cx� RSERC�/S�4RAN EMAIL : CCARRO� � aMONRO� - NEUJ� LL .GOM EM,4fL : p ,4�41aCOMCAST.N� 7 ' EM,4fL : SUNpER� VAIL .NET `� %� � '�C}-� � t�Gt��� ARCHITECTURE, ` SIT � COV� R,4C�� : �M,41L : KS�C�Ei�SERI� aSM,4izGHS.COM CN� SS�K�MONROE -NEUJ� LL .COM � ���� �,��`°�°°`� ,/�_ '_ \'� PLANNING, INTERIORS SMfKK� LS�NaSMARCNS,COM ������ A2 .ID SIT� � C�i�,4DINC� PLAN � O �' ��� � = 2 � ,2 �✓ � 5.� . 2Q� % 1"(�, XI1'� l�l„� = � ,�51 5 .� . ,43 .� LOUJEiz L � YEL FLOOi� fi�L ,4N Main Office : Eagle-Vail A3 .1 L I VINC� }�001"I L � VEL �� OOi� fi�L ,4N lol AvonRCO 81620 �g 6 �'fi�OPOS � D TOT ,4 � = 3 ,� 95 5.� . ,2 �-}�,r �. � V� � ��� �� �� Tel: 970.4764433 J Fax• 970.476.4G08 ,43 .3 Cfi� I.UL Si��C� FLOOiZ PL ,41�1 �.� R O L l�l Denver Office Q 12600 West Colfax Avenue C� i�OSS fi�� SII� � NTf ,4 � � LOOR �fi�� �4 C �i�� �4 �: ,4 �.1 i�ooF D � T,41LS #A- 140 Lakewood, CO 80215 �r✓' .� �3UfLDINC� ELEV�4tfON8 Tel: 303 .623 .3355 NOT�: ALL SF CALCULATIOi�lB �4RE t0 OUTSIDE F C Fax. 303 .623 .2262 StRUCtUR4L FRAMINC� P�`►'WD OR CONCREt� UJA�1. �4� .1 BU I L I7 I NC� � L � 1��4T I ONS info@smarchs.com � ,183 5.� . ,�, � �... 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CONTR�4CTOfi� TO COORDfN,4TE �4LL D � � IC�N /�3UILD �� �UILD11�lCs S�GTfON 2 2 BuILDirK� S�c71oN ROOM NAME, Livi� �, �� �E i ' ; ( � '�'R71-1 � �'L1'1U00P M� CI�,4NIG�,L ,4Np � L � CTRIG,�L EG2Uli�1„I�N7� DEVIC� S _ ----- -�m eort-rourz � SPOT ELEV.4TIOt�I •�— «�.a�� A�s .a�� "'�"BeR ��a �tur�rasr� � O1 „� G3 -_-� AND UJORK. �4� L 1"f� C�4ANfC,4L ELECTfi� ICAL � FIRE � ��-r�r.artt � w � -r+-► � i�v � s+��s. , i , , �oc+� � � ir� is�+ woor� ' Drawing Title: - - � F'ROfi-E R7Y L I1�1E - - � sNEEr uuneER �TooR � - c� GENTEf� LIN� — Y,4LVE --�-_ Pi�OTECTION TO �� p � S (C�N/8Uf LD . SUBMIT DR�t,UINC�S COVER SHEET ---�— °�u,ai.�s . _ �or�ous � t � �. �� co��uou°sp� �OR i�EVf � UJ S�I' �4�vC� ITEGT. ---- - S.4S�M�NT/SETSAGIG ---- - —e— UTtL17Y POL� �— SUILDINCz SBG71oN 5 `�'L'"� � 11 . RE : AB.� �OR UJfNDOU1 ,4t�lD DOOR SC+�� DUL � S. izICsHT OP U1AY ,q-7 (CEILING HT ❑ -r�ar�s�or�r-r� r� � «��v,ario�� �� �,s�p� (�� szou��+ woo�i 12 . Pi�01� ( D � S� L� - S� �LfNC�, �LEXIBLE iz� INFORGEp N� Ap , TOP SOIL � aiscon�Tir�uous J ,41"fB AND SILL MEMBR�41�1� �L �4SNINC� ,47 ,4L � S �'��� �� ��� � FSNCE {� L ICzF-4t � � ' � aT 3tORM DT�AIN ar �, Si�� � .4SPHALT P.4viNCx/ � XT� Rf0�2 Ofi��NfNC�s. LAP J ,4M8 �L ,4SNINC� 01/� R fLL � Ms�F^ctGT`t'PE 1P} , o �, . R0.4DS�D MA7 'L �.� 8,4ND. PL.4STER � L �St'► INC�. L �P 4-�{� �D F� �4S�-Ifl�lCx OV� i� J �41"I� FL ,4S�{ ING� �� ��� ��� � 89 8,4NITARY S�UJ�R � OO � �'��- .� �,�s�' � � ' OO MONUM�NT WALL S�GTtON ,cS,'T U! WAT�F2LIN� w O❑ MET�R PtT �❑ STONE �/ENEER � �y,qTT IN5UL,4TION �4ND EXTENI� �NUS. E ELEGTRIG LIhIE � Q M,4NHOLE � pOO� �.,.�A� Q �1� 13. �4LL � RROi�S, OMfSSIONS OR CON�LIGTS FOUNU fN A1�A OF CUT G �.a,s Lir�� � .�- � < � c,asT ir•� �L,ac� t�-I� SE DOCUMEN78 S�-4,4LL 8� Si�OUC��T TO T4�-E� G,4TGH SASIN ° a a ° , e ° � GONGRETE rzr� i � 11�lSUL.4TION ,a,tT�NTION OF TN� ,4RGNIT� Ct B��OR� PROG� EDfNC� T THL�P1-tONE LINH T O GL� AIV OUT • D�TAIL ra�rt�eR � UJITI--I t�E UJOfi�K. Date : cN G,48LE tELEYISION � � oU7'�ALL /a-{E.4DUJ,4LL � a�m a�errttinae�e uJINpoW MARK QR�GASt CoNGT�TE �,��.��k,�=� ,fyfF.,� , � ' .�„�° u._ ;��„ ���:��� uew srub 14. PROYII� E �4ND LOC�4t� ATTIG V�NtINC� ,4S R� G2l� fR� p - - - DR�41N.4CzE LtNH • • • � �8NG1-�M.4RIG � 1��T,41L SLOUIUP 0 � GONCREtE BLOGfG 81' COD � . Project No : 31 �� 1 .f�� LIMIT O� lU0(�K � �,a� � HORINCs LOGaTION �- +�u� s � �� BXIStINCs 70 REMAIN � �, pOOR SC+�� DUL � S fN TI-IIS P�4CiGAC�� SET INDIC�TE SIZE MATGI-1 LINS X EXISTINC-s tREE INDIG,4TION D����I� � - - ` — �-� "�" t -ro � trtoY�s� �c � Tor� oF ���-woo� E`e�Ario�' � �T��L CLCs. SGALE � _ � _ _ {��MOVE EXfSTINC� �ND T�I'PE �OR ��',4MINC� INFORM,4Tf ON ONL `�'. �U�'TNEfi� �� � ,� IN�Oizl"f,4TION �4S TO UJODD SP� CI � S, � INISN ,4ND Drawn by : SMK ELEV�TiON S�� CI �L i�� QUIfi�EM�NTS TO ;3� S� L � CT� D �31� OUJNER m � �� � TRI .4NC�ULATIOT�I POINT p�tAIL GUT �12 � M�� ��� -� ELEVATION � GsYF'SUM SO�s.RD fLCs. SGALH ) ,q�p INT� Rf Ofiz D � SfCxN� fiz. • � �m z� � �RAWINC' NUMBER l �o . i�ROVIDE �4TTfG �4CCESS P,4N� L � ,4S iz� QUliz� p 81' Checkedby . KS CxRAi°I-41G SGALE ��e,r,a-rior�s � nr�,o,wix� titL� 2 � n ���' � t ��� T t TL � E��v,�,,Tiou BU ILD f NC� INS�� GTOR. COORD f NATE LOGATf ONS Sheet: .a, � �� � � ,4RG�-IITEG7. �� l �f . Pfi�OVIpE �,ND COORDIN �4T� LOG�4TION8 OF SLOCIGINCx (� C(� (� � �/ � � woopsipirt� �� wooa 81�RO�a�� UJIT� INT� RIO� DESIC�N � fit ' S 8�4TI-4i�001"I ,4CCEScv- OR ( � S D � � DErA�I. t�HER - - - '��� �'vTONE � �� CxLASS - S� L � C� IONS-,�ND-L ,ae�OUI. _ JUL e� 1 �OOB T�lOR71--4 ARROLU RELATEI� .4 3 a,ta ,at2 � �"�,ll.J°L� 18, i=ROVID � FULL T-4-�. �OUND INSULATION �4T ,4LL INtEi� IOR NORt1-1 SELOUI OR ASO�/E 8���� � � s°ccoE'��' UJ,�LLS �4�OUND B� DROOMS ,4ND 8�4T�S. �, � � � �� • c(� 2oos s� , i l w i f ' I I �Z�I� �i� � I ' / Ir - -' - -�I I �►mo � aur� rE - - 1 _ _ _ _ - _ _ 1 � I - - � / L � T 24 I L ❑ T 27 � ' I / �ui�ni� oururE � � og / ,� P� � � oT z8 - o s S gg � 04 ' E 147 , 50 ' ° 8 0 3 uy�oogl 0 6 5 0' UTILITY 10 O , 3 9 ' � EpsEMENT o 2 o e - gg , 4 7 , 11 ' - - - - 0 7 5.0 0 5 UTILITY S �2 � \ - - - - - - - - - - - - - - - - - - - - - L _ , o � o e o 2 - - - - - - - - - - - - - - EASEMENT S� e 0 2 �� 0 3 p 3 0 3 - � � � 31• S3� PFQ�E PED ��� 0 3X � � � ;%���� 0 4 0 6 0 BX4 \ � � � ` • \ o e 8190 o s � � \ \ EI.ECTRIC lETER � . 0 2 o s � � � \ ` � � 0 4 � 0 2 ` � L 0 8 � � FQ� PIN �. � � 0 6 K�, �p ° 0 7 � 5 LS/19BE7 � os 0e 92 os oa os " � � 6 � 0 2 ��� 0 8 � e �� 0 2 1 O �TES� � � ��0 2 94 � 1 ` 03 03 ` i) DATE OF SURVEYi i/25/07 - ` os �,,p�� �02 oa _ � o a 82p �'�'' o � `�� o a - � 2) LAND TITLE GUARANTEE COMPANY POLICY No. V278943 DATED 0 6 � g6 _ � _ _ - 12/27/02 VAS USED FOR ALL TITLE AND EASEMENT INFORMATION, .. i , o o a o � 0 7 � 8 0 6 0 6 _ - �_ - 4 °+ 3) N�TICE� ACCORDING TO COL�RADO LAW YOU MUST COMMENCE ANY LEGAL ACTI�N BASED UP�N ANY DEFECT IN THIS SURVEY VITHIN THREE YEARS o z o 80 5 98 �� , � e o s - AFTER YOU FIRST DISC�VER SUCH DEFECT. IN NO EVENT, MAY ANY � o _� - - '� o � ACTI�N BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED M�RE THAN TEN YEARS FROM TFE DATE � THE CERTIFICATIaI SFOWN ` �IF�v. 1 0 � i , o _ o s 1 ° FERE�N. 0 3 � RFd A i'' ° 5 4) 2' OF SNOW �I LOT AT TIME OF SURVEYI S�E FEATURES MAY EXIST o e \�ST� �p� VTEW-��RE RANGE _ - � o o a 8200 B E P E A T H S I�V T H A T A R E N�T S H�V N �N TH I S DRAWING. o s � � 1 0 4 \H.'�\N � o a o s , 1 � 5) BASIS OF ELEVATIDN� SE1dER MAI�N�LE 0820. <SEE DRAVING) , � � 0 6 I M - '- � 8 °o o s o e , � 6) BASIS � PROPERTY LINE LOCATION� MONUMENTS AT NE COR LOT 26 AND C�R ,Z o s ��, z o s o e LOTS 22/23/24/25. 0 07 82j 7) BEARINGS AND DISTANCES ALONG PR�ERTY LINES SH�VN HEREON ARE ° 0 5 � � 0 3 0 5 AS SH�VN dV TFE SUBDIVISI�N PLAT ONLY. A B�UNDARY SURVEY WDULD ,� Q` 1 z ---� � o e � 0 2 S�ETBACKSS W ICH MAY VARYEFROM THE PLATTED DIMENSI NS. L� � ' / � 04 0, 5 � L ❑ T 2 G 8) VIEW LINES PARTIALLY �BSCURED BY TREES dV ADJACENT L�TS. �� o b / � � \ O B o e ° 2 o, s ~ 14 � � \ � o � o � - - - - -� '-' O � � -'_ � os � � io � � � DECK o0 o s � �z ° X.X DEN�TES CONIFEROUS TREE WITH APPROXIMATE TRUNC DIAMETER � �- -� 16 0 / � 17.7 CRa� lE10V � p ° 4 .� � 0 7 x 8 � S,6 - 1 0 � 0 B ly/ � ° 7 9� �� IS� ~ y 821 p U s o o s X.X DEI�TES DECIDUDLiS TREE 1i.'ITH APPROXIMATE TRUNK D�ANETER � j4 I 1 5 \ `' tib 3g3 � 0 0ll �L�G � � I 18.4 C��i 12 �,� ^+ I ?2Q � I41 2 0' �LOVx rL �9� C�� o Z � ti PARCEL A '' � � ~� �0N " � � � ° 8 12 � 1 ° 40 L ❑ T � 6 l �s o� � 1� P A R C E L B °` � r� o � LEGAL DESCRIPTI�V __ Wall Easenent _ �A � ° ,, az�i Ac�s � � " L ❑ T 26 •� ° 5 14 L ❑ T 29 _ I o a o 422 �npc vK1. a°� 1� 0.1 RES That part of Forest Road rl�ht-of-way, accoraqn p to the plat for Va� Vllla Be I �� Q v,�x 1�B a a F Ms t F i l ing �ecor de d i n t h e offlce of the Engle County, Colorndo Clerk nnd �� f � �0 ( o e o � 16 R e c o r d e r, d e s c r b e d a s f o Uows� BUILD NG � 0 8 � � !4 3,� �� BIALDDiG p,,4 BUILDING nur�it� 2 6 � ° x �� a b � / o � �� Beglnning nt the southwesterly corner of Lot 26, Block 7, snld Vall V�tnge � ° e o e ° 4 9 ,� a �� °' / 18 � 5 Flrst Flling� thence, along tFx northarly rlght-of-wny line of sald Forest I / � Road, 53.38 feet along the arc of a cw^ve to the rl�ht, having a raclhas of °O � ti� N 23010�32� E � �8220 687.90 feet, a central angle of 04•26'45', and a chord that bears S88'02'17'E I ° 5 ��� ' , 53.37 feet to the True Polnt of Beglnnhg� tFwnce contlnuing along snld I x 3°'4 x � q 2 0 3 �� � X < � Q 3 � � 3o za/ northerly ripht-of-way tine, 1.00 feet along the arc of a curve to the right. � 0 5 � b _ „ _ �� � o s �I�I� havhg n raaBus of 687.90 feet, a centrnl angle of 00•05'�', nnd a cha^d thnt I �44 i. o �p _ _ __ _ _ _ _ � l� � / �� o�m.�� benrs S85•46'25'E 1.� feet� thence, depnrting snld northerly rlght-of-way, o e o s _ _ _ _ _ �N�1G . , , . , , � / �, lo,� �9 �N-�- _ - - - _ _ _ � �o � x � S24 57 31 W 1,25 feet� thence N85 46 25 M/ lA0 feetJ thence N24•57'31'E 1.25 � I ° 6 / \ � 0 4 �,� � � _ _ __ � � /^ti "6 ls4 r�8 / 0 4 feet to the True Po�t of Beglnning, contaWng 1.67 square feet, More or less. � - - -- - PATIO \ 31.f+ � 3P.3 _ _ _ = 0 4 =_ -__ _ - _ � � �A�>°' / ' _ _ - - - - - _ � _ _ b 4 ? X 1 0 a 2$ 1 , 0 �7x 387 � v � 93 0,8 =_-___ - �'1Ao 4 1,5 / -__ � b% �s 6 �. EAK ^ 0 4 o a �0 0 5 �7 // � 4s o s - = = = _ - = = - o.e /" b� 3,7 - _ _ _ _ _ _ - / PA�R'T��AL�Y 4 o a 26 AR�yp' SI�D� � � 0 4 0 4 �`L 33�s p� � b X �.3 - - _ - - - �0, '� -__ - � Bl�iff1D 33'39'ARf: WTLIIE ti / S•0 , --- - / vmi ws 28 0 4 �� - _ _ - � N24•57'31'E VALL �--� SEE �EGAL.EASE?�fy �T�,1 2 �8'�� X � _ _ _- ~ F'l�IACE � 1.25' J�S24•57'31'W _ - ��� � 2,0 ��� PACf 394 � 0 9 `?� - l0 0 4 - �T. EAV��� ~ N65•46'2100 � 1,25' i o 40.6 PACf 394 � fL 8S\ l6s 6 - - ___ - � � a 4 g23p � � 32 ` \ \ � � S .. F ROpC YALL o s .� � �l 0 7b � � � �STAIRS ��y r / / 32 � o s '� � � , PEAK � °' I7,1 � � 0 4 3��I� 36 0 ° � � ��� h � so 34 LEGAL DESCRIPTIDN _ Garage Easenent �B _ ,r�ia�ac o.ocrnic �� � \ B �`° 61 ti � b EI.EV� 36.1 � � That part of Forest Rond rlght-of-way, nccording to the plat for VnQ V�lage p� � o, s o 4 0 3 � _ o Flrst Filing recoralQd In the offlce of the Engle County. Colorndo Clerk nnd � � 38 �� „ - � , . , ' ' x �s Recorder, descrpoed ns follorrs� � p � ` y ~ . � 4 � y x . r � 4 * ~ a e � �� Be8lrwdng at the southwesterly corner of Lot 26, Block 7, zald Vall Vllinge � � � � • . � � � , • ♦ . a � � , , � f a � �' T� V�.L � � - - � -` -� - �- - - - -� - - - -L� ` - -L - - -y �- - - �- - � � � - Y - - - _ � � ° ' _ �-� - . ' " : . ' ' ' v� First Filing� thence, alonp th ortherly rlpht-o - o est 37s �J - - - - - - - - - - - - - - - _ ' • . ' : _ ._ � � _ 3 . , � A • �.9 3as - - � � - - - - -'- � s _ �_ . - k . `. . ' . . , ` � ` • " , ' : • : . : � � e n f way lhe of said F r - -+- - � � __ - ° • . . `�7�_peFi •� •• . ., , , o � Road, 56.42 feet along the arc of a curve to the rlght, having a rndus of , , , - - - � °' - ' ,, �� • . ' , �,°` 687.90 feet, a cvntrnl asngle of 04•41'S8', and a chord thnt IoQnrs S87•54'41'E _ 0= 10 02 52 � � - - ' - - �- - - - - _.� _� _ _ _�� •e . • - a : , . , � �E 56.41 feet to the True Pdnt of Bepinnk� thence, contlnulnp nlon� sald _ L = 120 , 64 ' S r R � � � - _ - _ - - - ' ` _ _ -- :. " ; °�� �;• • ' . . � � � _ havk�g n �adus� of 687.90 feQt, a cQntrai n gl of O3•54 0', nnd n chord th t�, R = 687 , 90 � ❑ R E � ��T � ' ' • . � _ _ . . e cuRS northerl r t-of-wn llne, y Igh 22.35 feet al bears S84 37'31 E 22.34 feet� thence, departinp sald northerly ri�ht-of-rray, = C L E N = 120 48 ' A D �� v� - - V - ` __ ` _ • ` � •� , S24 57 31 W 7.49 feet� thence N65 02 29 W 21.05 feet to the True Pdnt of , _ � ' • . ' � ' �= 02 ° 33 ' 08 " x- -"_ ' . . �• • , � . . , . . , . BRG = N 85 ° 14 ' 14 " W � S� ' RpW) R - 687 , 90 ' �� _ _' �� - � _ - '� - = = ' • J � • + . . , � Begirwdng, contalNng 80.2 square fQQt, rwre or less. L = 30 64 ' � � � �` , � ' ' � ' ' • • � �� q � . � ?u R �� • J CLEN = 30 , 63 ' ���i� ` r " � � � a �Q 3 -� _ : PP.3�' ARC BRG = N 78 ° 56 ' 16 " W `� - - �' \ s� � oe�o � � , , �_ � ounn+E DiK E1.EW 8E3P.3 S ��'c'9� � \ a %.^��' IEAS. Ral ELEW e238.7 H6. � � i 3 n 2f ` � \ ^ �,h oS• � � � P � \ J yn� SURVEY�R'S CERTIFICATE I, Michael J, Post, a Professional Land Surveyor reglstered under the laws of the State of Colorado, do hereby certify that thls topographlc survey was � � ��� 0' 10' 20' 30' Made by r�e and under My supervlsion, and that the survey is accurate and � � � correct to the best of r�y knowledge� nrv. aEw e�as IEAS. RDI ELEW 8E4L3 ____________ T ❑ POGRAPHIC SURVEY -Michael J.-Post PARCEL A & PARCEL B Colorado P,L.S. 30116 A RESUBDIVISIDN � F L � T 26 , BL ❑ CK 7 _ 41199 HIGHWAY 6 d� 24. EAGLE-VAIL Date�____________ VAIL VILLAGE FIRST FILING mw�o�. 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V,4POR SARRIER ON 2 " RICxID INSUL,4tION ON �" CDX P�YWp. SHEr4THINCx ON 3 " M10 SNOIU FENG� � " CxRAVEL FILL ON GOMPACtED SUBCzRADE W� SYN7HEtIG MEDIUM SAND � INISN ON 3/8 " GEMENTITIOUS P4 SAND SET SANDSTONE ON � " GOMP�4GTED 8.4SE GOAt ON 1 " 20 CxAUCs� WIRE ON U12 POLYISOGI'ANURAtE INSUL,4TION ON tl'PE 30* �EL7 Mll COPPER CxUTtER AND DOWNSPOUT �CHITECTURE R0�4D BASE WItN SNOUJMEL7 SYSTEM ON �'I THIGKSE7 tILE ON MORt,4R SED ON 1 1/2 " tNIGK ON �" GDX PL`r'WD. SH�AtHINCx ON WOOD �RAMINCx Wltl-I NEAT CABLE � � GONGRETE WITH 2x2 SL�EPERS �4T 16 " O.G. MAX. ANp UJ6 1 HR FIRE RESIStII/E GONS7RUC710N PER UL M12 PERIM�7ER DRAIN,4CsE SYSTEM PLANNING, INTERIORS COMPAGTED SUBCxRADE WITH R- 38 LINFAGFD BATT INSU�AtION ON 6 MI �. � NYDRONfC RADIANt NEAT ON 3/� " T4Cx PL1'WOOD, DESICzN NO. U305 POLYEtHYLENE YAPOR BARRIER M13 6x8 RS. SRACIGE7 CrtLUEp AND SCREWED TO WOOD JOIStS. lU� 1 HR � IRE RESISTIvE GONSTRUCTION PER UL R2 GLASS A S1'N7HEtIC SHAKES - 87,4G�CxERED PATTERN �"� � � Sx10 RS. 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OUtRIGcCxER MEMBR,4NE ON CONCRE7E SLAB IS�OPE 70 �6 THICKSET tILE ON MORtAR SED ON REIN�ORGED „ „ � � tC��� DR41N) UJITH SNOUJMELT ON IU.P. M�MBR4NE CONCREtE SLAB lUitN H`r'DRONIC RADiANt HEAt �3 `� - � NOMIN,4L STONE vENEER ON lU1/UJ2 RI GLASS ,4 S1'NTHETIG SN,4KE8 - ST,4C�CxEREp PATTERN MS 4 " tNiG. S70 N� S I L L O N P L`�'U 1 0 0 D O N �R,4 M I N C x C O N T. V A P O R B l�R R I E R O N 2 " R I C� ID (NSULAtION ON �,�J� HORIZONt,4 L U 1 0 0 D S I D I N G c O N U 1 2 - I N t ER W OV�N WItH 30� �ELts ON W.P. MEMBRAN� ON M9 8 " TNK STONE LINTEL � P� S,4ND SEt SANDStONE ON � " COMPACtED � �� ����- � ��-�- O1� COMPACTED SUSCzR4DE lU5 81'NTHET (G MEDIUM SAND FINISH ON 3/8" CEMENTITIOUS �° CDX PL`rWD. SHE/�t�llNC�c ON 3 " M1ID SNOW FENGE � ROAD BASE WItN SNOUIMEL.t SYSTEM ON ��1 THICKSEt TILE ON MORT�4R SEp ON 1�� 1/2 " THiCK BASE C0,4t ON I " 20 CzAUCxE WIRE ON W2 POLYISOCI'ANUR4TE INSUL,4TION ON t1'PE 30* F�LT I"�11 COPPER CzUttEi� AND pOWNSPOI�t � COMPACtED SUSC�R,4DE GONCREtE LUITN 2x2 S1.E�PERS At 16 O.C. MAX AND lUro 1 HR. �IRE RESIS7IVE CONStRI�CTiON PER UL ON � " CpX PL7lUD. SHEATHINCs ON 1U00D FR4MfNCx IUfTH HE�4t G,4BLE ARCHITECTURE, / DESIC�N NO. U305 W17N R- 38 UNFACED BAtt INSUL�4tfON ON 6 MIL �"�12 PERIMEtER DRAINAC�E Sl'StEM PLANNING, INTERIORS / � � � OO $ N�'DRONIC RADIANt HE�7 ON 3/4 " tdCx PLYWOOD, POL1'EtN�t'LENE YAPOR BARRIER M13 6x8 RS. BRACKET Crt�U�D ,4ND SGREIUED t0 1U00D JOIStS. lU�i 1 HR. � IRE RESISTII/E CONStRUCTION PER UL / \ �8 CARPEt AND P,4D ON REIN�ORCED CONGREtE DESIC�N NO. U329 R2 CL�4SS ,4 Sl'NtHETIC S#AKES - St,4C�CxER�D PATTERN i"� 14 SxiO R,S. BR4CIGEt Main Office : Eagle-Vail \ � 1 REINFORCED CONCREtE 5�,48 ON � " CxRAVEL - IN7ERlUOVEN UJItH 3m ��L7S ON IU.P. MEMBRANE ON M15 �x8 RS. CEDAR OUtRI lol SL�4B U11TH HYDRONIG RADIANT NE,4t GONt. YAi�OR CrtC�s�fi� Eagle Road - Building 6 � FILL ON COMPAGTED SUBCxRApE. SE�4L AT BARRIER ON 2 " RICxID INSULAt10N ON � " CzR,4Y�L �" CDX P1. 1'IUD. SNE,4TNINCa ON 1U00p �R4MINCx Ml�o Sxl� R.S. CEDAR BEAM Avon, CO 81620 \ �XPOSED LOCATIONS � fLL ON COMP�4CTED SUBC-�RQD� Tel. 970.4764433 \ �2 REfN�ORGED GONGR�7E S�AB ON �" tEC-� Fax: 970.4764608 � P�YlU00D, CsL. UED AND SCi�IUED TD UJOOD JOISTS. �9 GARPEt AND PAD ON 1 1/2 " THICK CONGRETE IUITN �3 StONE ON MORtof� BED ON REINFORCED CONCRETE 2x2 SLEEPERS ,4T I� " O.C. M,4X. ,4ND HYDRONIC Denver Office SLAB lUitN 1-IYDRONIC R1�DIAN7 I-{E,4T ON CONt. �DIAN7 HEAt ON 3/�4 " tECz PLYWOOD, CxLUEU AND SGREIUFD TO WOOp JOIStS. 12600 West Colfax Avenue VAPOR 8,4RRIER ON 2 " RIC� ID INSULATION ON � " CzR VEL � IL1. ON COMP�4CtED SUBCxRADE #A- 140 Lakewood, CO 80215 Tel. 303 .623 .3355 �� ��,� ��,�� �,���°"`'`� �,�.�=-� Fax. 303 .623 2262 � info@smarchs com � ��"`�'��- www.smarchs com ,�� EXISTINCx LOt SPLIT � i � � PROPERTI' L INE � � � I � 707 NDERS E OD I � �V � � DECfGINC�, tYP. 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INE oF � , . � � ; '� ; � Denver Office � StONE GAP � �` � � , I I � ^ ' I I \ 12600 West Colfax Avenue CONCRETE ; � ABOVE � �`; , 1 � •� - - - - - - - - - - - - - - - - - - - - - - - - �/J • � I I \ . Lakew od, CO 80215 � � " .�` � Tel 303 623 3355 " SLAB a a 'k � ' ° ° a a � I �'� � ° ' " ' � � - � � � I I � a • a ° a �� , �, � �' , � dJ � Fax 303 623 2262 a a ° i n7° < . �:�y� , � ACGESS H�4TGN � ���i�n� _ _ � i , � I �. /� ` _ - - - - l I I X ,�C ( � 1/11 , a � _ _ _ _ _ _ J� a x�X i ^ � � info„smarchs com i � ; - - - - - - - - - - - - - ° ° Q ° ° k i I I ' www smarchs com SP.4 CON7ROLS i y'� ° ' � �y , ,4T 7�-IIS END � �' X '��'`x�, �� '� T�� � _ _ >Z' � I I � , - - - - - - - - - - - - - - - - - - - - - - - — I � � � B ' - 5 " � � / I I � � I I � � A�.O � � i i I I � � , � � � � � � � f 01�1 � � � � � � � I � II II � % � �m ,4� .� SG,4L � : 3 /� " = 1 ' - m " � � � as-� / ♦ A� .m SCAL � : 3 /�F " = 1 ' - � " � � � � • II I I � •4 ` f ' � � -,�:' . � R-21 BLOUIN - IN I I P3 • � INSULATION � I I � 1 ` � � r 3 9 _ �9 ' 817UtHENE WATERPROOFINCx I I I �4�.� '°'�� ` ` '�. r CxAS � IR�PI7 UNIT C30 " EIKLOR MEMBRANE. EXTEND INtO DR41N I I • ' � 1 � S�E - tNRU LOCs S�7 WItN EXtRA BOW�. PRESS fNtO LIQUID � � —°_ _ ' ' ° o—_ _ -- — °— - - — - - p LOCxB OR EG2UAL ) � LAVA ROGIG DRAIN WITN ADJ. CxRA7E AND MEMBRANE B��ORE tNE LIQ. - - � � � `` � � � TO B� GOORpfNAtED B1' BU�F SANDSTONE �4ND MORTA MEMB. HAS GLIRED Cc. 45 MINJ �� � �' � � GONtRAGtOR YERI�Y ALL ,, , �. �� , � �, , � �� � ,� �� , � , ,, � ,� � < f a DECORATIYE NSfONS WITN MANU�AGTURER J -DRAIN DRAIN,4Cz� MA7 BITUTNENE LIG2UID MEMBRANE. _ o � •_ _ . . ' . , � ' � � _ ° n ,a _ , • ° . . ' . ° , ' � pIME EXtEND INTO DRAIN BOWL. APPL1' ,� d � -� � �-' � �' � — - GOPPER LID PRIOR t0 INST,4LLATfON OF CONG. ,4ND 570NE. SLOPE TO DR41N � LIBERALLI' TO � ILL A�� VOIDS. � GONGRETE OR . , " � � � � � � � � � � � , � � � ; , , � i \ / �� '� � I� � O , GMU WALL � ' � '` ' �� i � \\ � �� / \\� i /� \ / ��� � �\ / \ � � �� / � / \� � � � 11I � I 3 " S70NE � � O vENEER � � � � ° � � � � � � �""� / % '/ / , �, � i i / � � n � I lx6 T �C� SOFFI �' ,,,� � .�� , , . � i a . � � � BOARDS , � a a , . i � � � e a a � � � � � e % �/ / Q / � P3 _ � . � �--. < % ' < , � , , , , � , a . , -�� � . < � / � e a �j �.� �� � � l .-- �-'� �� i d� e a I I � _� ' ° / � � /--�Q i � / C?�. ��'� � � � . / ° �' .� � � � � �/����,Y 1 �,�' ��--� � j / ; � a cLaMP �oun•� oRaiN ov�� � � � / / / � / � - ° / / `—i( / � / l � �/ \ � �— / e e �a / ' d Q � i a o WI— � � �� L I Q. 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GEILINCx � I I � SCNEDUL� I i / � W4 I I � - f � � � � f01� � � � � � � � fl� � � � � f � � � � � � f � � � � 3 � � , I 4„ „ A�( .� SGAL � : 1 " = 1 ' - � " A� .m SC,4L � : 3 " = 1 ' - � " �� �� \ � ' BASE /2 TO 3 /4 I I � \ � O� C�� WALL I \, TRIM � � � .t SNEATI-41NCz � g " . � � � � - - R- 21 BLOUJN - IN �'`�' K R QO I \ � GOPP�R I I I 2x6 BASE � INSULATIO „ � S G B C � I � �LASNINC� 4 � STONE PfER, R41 �. rk S70NE PIER, RAIL i � 7RIM � I = AND BEAM �ND BEAM � � P3 � . �8 � - 1597 � � I BItUtN�NE UJA7ERPROOFINCx � MEMBRANE. PRESS INtO � IG�. � I \ � � FO TNE LIG2. MEMB. I I _ __ ` � MEMB. BE RE , ' � � a a ° a ° ° ��SED ARG�\� \ _ SLOPE TO DRAIN . lc. �5 MIN.) _ u a a d a N,45 G RED _ ^ ,I , ° c �� � WD. BLOGKINC� CPRESSUR� - PRES�RV�4T11/� , , {� tREAtED REDWOOD OR GEDAR) � • —_ , � x �c � n � n �C � � � . d a ����j`�`�> ` �������b�avC���b.�"-f)�i p � � � ♦ c Ao c n= /lR � �o A� '�v� Vc "1���' ��� ItUTNENE LIQUID M�MBR.4N� " � - - �� �I I �� 1B I " COVE B�AD � GoRN�R � _ Revisions : � � � , i UJI �1l� 0UJ SC � � 1� 1� � � �IOT� S : 1� I1�1 � 0UJ � � � � � 1� � � DOOi� SC �� I� I� � � 1� 0 �"� S : poo � sc � � � u �. � 1. PROVIDE tEMP�RED CxLASS AT ,4LL fi'�4t10 pOORS, MARK MOD�L WINDOW SIZE IWxH) UNIT pIM HE�4D J,4MB SILI. HEAp }�I� ICxHT OFF PLY/SL,4$ REM,4RIC8 1. ,qLL EXtERfOR pOORS t0 BE WE�4TNERStRfPPED. .4ND UJN� RE REQUfREp B1' GOpE . A 1 �25 1 � - 5 �� x 2 � - 1 " 12 /,48.1 11 /AS.1 10/,48.1 RE : ELE1//�tIONB 2 _ ALL FXtERIOR DOORS t0 B� 2 �" tHICK M'd`� �� �-�'aTION SIZ� (W X �-I) DOOR FRAME NARDWAt� NOTES Segerberg Mayhew � 2 - SEE ELEv,4TiON5 �OR WINDOW GON� ICxURAtION, � »3g � � - 5 � � x � � - � � � � 12 /A8.1 11 /A8.1 10/A8.1 3. ALL fNtERiOR DOORS TO SE 1� " TNfCK LOWER LEVEL & Associates Architects OPER4BLE 1/FNT LOC�4TfONS AND MUNTIN �. ALL DOORS t0 SE ST,4INED �ND SE �4LED, PER ��St � rt P.C.-A.I.A. PATtERNS. C 1 �53 1 ' - 5 " x 4 ' - 5 " S/,48.1 �/AS.1 6 /A8.1 ' 3. WINDOW SIZES AND GON� ICxUR�4tIONS ARE �OR D 2335 1 ' - 11 " x 2 ' - 11 " or . 0 5 O�UN� R 'S .4PPROVAL , UON, tOP � BOttOM ALSO. 01 � M,48TER B�DROOM 2 2 ' - 8 "x� ' - 6 " WOOD WOOD PRIVACY 2 / 8.1� I / $.1 Im/ 8. ,4LL DOORS t0 B� GENtERED IN OP�NINCx OR ON CxEN� RAL IN�ORMATION ONLY. GONTR�4C70R 70 E 2925 2 ' - 5 " X 2 ' _ � � � 12 /AS.1 11 /AS.1 6 " + J,4M8 RETURNS. CALLOIU FOR WOOD C,4SINCxJ 02 E M,4S7ER 2 BA7a-4ROOM 2 ' - � "x� ' - 6 " WOOD 1U00p POCKET POCKEt DOOR SUBMIt MANU�ACTRUER D-4TA AND SNOP DRAU11NCxS � 293� 2 ' - 5 " x 2 ' - 11 " �/,48.1 3/A8.1 2 /�48.1 6 . PROVIpE DOOR StOPS ,4T ,4LL DOORS PER �OR ARGNITEGT 'S ,4PPROVAL . � IELD 1/�fzfFY ALL OUJN� R 'S APPROV,4L m3 E M,4STER 2 B,4TNROOM 2 ' - � "x7 ' - 6 " UJOOD 1U00D POGKET POCfG�7 DOOR - SIZE AND DIMENSION �EQUIREMENtS. Cs 2959 2 ' - 5 " x � ' - 11 " • �r �• ALL CxLAZINCx IN DOOR AND SIDFLICxI-47S TO SE TOP CATCN �. ALL UJINDOIUS At BEDROOMS t0 MEEt ECxR�SS � / 8.1 6 /d8�1 TEMPERED 0� � M,4St� R 2 BAtHROOM CLINEN ) ( 2 ) 1 ' - � " x� ' - 6 " UJOOD 1U00D N 29� 1 2 ' - 5 " x 5 ' - 11 " �/AS.1 6 /�48.1 U11TN UMM1' ARCHITECTURE, REQUfR�MENTS. 8. ALL DOORS TO BE C,4SED BOtN SIDES " J 2J�F1 - Z � 2 ) 2 ' - 5 " x 3 ' - 5 " �/,48.1 6 /AS.1 9. PROVfD� DOOR � DOOR �-1.4RDWARE SHOP �5 MAStER 2 B.4TNRM. CSNOWEiz) Z ' - 2 " CxLASS PER M�R CxLASS SNOUI�R DOOR 4 SIDE PANEL pLArJrJII�JG, INTERIORS 5. RE�ER t0 StRUGtURE �OR HEADER R�G2UIREMENTS. DRAWINC�S �OR OWNFR' S �4PPROV�4L 06 � M,4STFR 2 SAtNROOM CLINEN ) ( 2 ) 1 ' - 6 " x� ' - 6 " 1U00D UJOOD t�P GAtCH - NOMINAL SIZES FOR DESIC�N IN7ENT ONL1'. UNIT K 29�� - 2 l2 ) 2 ' - 5 " x 3 ' - 11 " S/AS.1 �i/�48.1 6 /,48.1 WITI-4 UMM1' SIZE NOt�D NERE IS LESS tN,4N ROUGcN OPENINCx � 29r�9 _ 2 ( 2 ) 2 ' - 5 " x � ' - 11 " o or o 07 E M,4STER 2 B,4tNRM. CtOILE7' ) 2 ' - 0 " x� ' - 6 " U100D WOOD PRf1�AC1' Main Office : Eagle-Vail SIZE. RE�ER TO WINpOW MANUF,4GtURFR FOR 2 � S•> > � S•� m�dS•1 101 Eagle Road - Buildmg 6 - D� tAILS. i"I 29'� 1 - 2 l2 ) 2 ' - 5 " x 5 ' - il " 12 �,qg.� � � �,qg.� �m�,qg.� 08 E MASTER 2 GLOSEt 2 ' - �4 "x'I ' - 6 " WOOp WOOD POGKET avon, co gi62o 6 . PROVIDE SGi� ENS �OR ,4LL OPERABLE VENTS. N '��2r✓- ' - 11 " x 2 ' - 1 " 12 /,48.1 11 /AS.1 Tel 9704764433 m9 E M,4STER 2 CLOSET 2 ' - � " x�l ' - 6 " WOOp U100D P�4SS,4C-cE Fax 9704764608 �. PROVIDE SUTTER�LY L� 1�ER IN LIEU O� CRANKS O 1'i35 - 2 l2 ) 1 ' - 5 " x 2 ' - 11 " �2 /,a,g,� Im/AS.1 10 LAUNDRI' GNU7E WOOD WOOD PER M�R Denver Office �OR �UtURE fNStALLAtION/COORDINA710N O� P 3 1 ' - I1 " x - �✓ " 12 /,qg.� � � /,qg,� �m/,qg,� 11 EL�V.4tOR 1260oWestColfaxAvenue WINDOW BLINDS I � PER 1"�R #A-140 Q 3��✓9 Z ' - 11 " x � ' - 11 " 11 /AS.1 10/�48.1 12 � UTILItI' 3 ' - m " x� ' - ro " UJOOD UJOOD PASS�4CxE Lakewood, CO 80215 8. MODEL NUMS� RS BASED ON PELL,4 WfNDOIU ,4ND R 35�f 1 2 ' - 11 " X 5 ' - 11 " �/,48.1 3/�48.1 2 /A8.1 Tel 303 623 3355 DOORS M,4NU�ACTURE L ITERAtURE. EXTERIOR COLOR TO MATCN EXISTfNC�. S 35� 1 - 2 ( 2 ) 2 ' - 11 " x 5 ' - I1 " �3 E SEDROOM � 2 ' - S " x7 ' - 6 " UJOOp WOOD PRI �/ACY FaX 303 623 2262 12 /.48.1 11 /A S.1 I(d/A S.1 T � 12 � 3 ' - 5 " x 2 ' - 1 " 8/,48.1 �/,48.1 14 E BATNROOM �F 2 ' - � "x� ' - �o " WOOp WOOD PRIVACY uifo@smarchs com www smarchs com U 4159 3 ' - 5 " x � ' - 11 " � /A8.1 6 /A8.1 15 BAtNROOM � CSI-40UJER) 2 ' - 2 " CzL,4SS PER 1"�R. CsLASS SNOWER DOOR < SIDE PANEL V 41� 1 3 ' - 8 " x 5 ' - I1 " S/,48.1 � /�48.1 6 /,48.1 16 � SEDROOM � ICLOSEt) C2 ) 2 ' - m "x� ' - 6 " WOOD UJOOD t�P GA7'CH UJftN UMM1' UJ �� 1 � 3 ' - 11 " x i ' - 5 " 3/,48.1 2 /,48.1 AWNINC� WINDOW 17 � BEpROOM � CCLOS�T) ( 2 ) 2 ' - m "x7 ' - 6 " WOOD 1.U00D t�P GAtGH U1ftN UMM1' X ��159 3 ' - 11 " x �F ' - 11 " �F/AS.1 3/A8.1 IS E SEDROOM 5 2 ' - S " x� ' - 6 " UJOOD UJOOD PRI1�,4GY Y 4 ' - 8 " x 3 ' - 5 " 8/,48•i �/,48.1 19 � BEDROOM 5 CGLOS� T) C2 � 2 ' - (d " x7 ' - 6 " UJOOD U100D tOP CAtCH WftN UMMI' Z 59� 1 4 ' - il " x � ' - 11 " �/�48.1 2 /,48.1 20 E B�DROOM 5 ( CLOS�t ) 2 ' - S "x� ' - 6 " UJOOD WOOD PASS�4CxE AA �i ' - 0 " x 2 ' - 1 " 8��48•1 21 E 8�4tNROOM 5 2 ' - 6 "x�i ' - 6 " 1U00D 1U00D PR( VAGI' BS � ' - m " x �4 ' - 11 " 6 /A8.1 22 E BA7NROOM 5 CTOILET) 2 ' - � "x7 ' - 6 " WOOD WOOD PRfVAG1' GG � ' - m " x 5 ' - il " 6 /,48.1 - DD GUSTOM tRAP. S�� BELOUI S/,48.1 �/,48_1 23 E POWDER 2 2 ' - 6 "x�( ' - 6 " WOOp WOOp PRIV,4CY 24 E MECH,4NICAL 3 ' - m "x� ' - (o " P.4SSAGxE FD: 3/4" SKIN ON LABELED 1 3/-0�" SC DOOR � EE c stor� TR,aP. sEE �� Low ai�a.� �i,�a.� ���.�. FRAME W/ Sl'10KE SEALS AND CLOSUR� ° 25 � U7' IL171' C870R.4CxE ) l2 ) 2 ' - 6 " x�f ' - 6 " LUOOD UJOOD ��P C,47CN �� GUStOM tR�4i�. SEE B� LOUJ 8/AS_1 �/,48.1 IJ�ItH UMMI' C�Cx 3686 3 ' - m " x � ' - 2 " 4/AS.1 3��g 1 or 22 �A8 � IN - SWINCx �RENGN DOOR � /A8.1 HN 3696 3 ' - 0 " x �( ' - 11 1 /2 " �4/,48.1 3/�48.1 21/�48.1 fN - SWINC� �R�NCN DOOR LfvINCx ROOM LEvEL � �' JJ 6096 � ' - 11 1/2 " x �f ' - 11 1/2 " �/AS.1 3/,48.1 21 /,48.1 SLIDINCx �RENCN DOOR West Unit KK �i282 5 ' - 11 1 /� " x 6 ' - 9 1/2 " ii /�48.1 22 /,48.1 SLfDINC� �RENGH DOOR imm N07 USEp � , LL 729�0 5 ' - 11 1/4 " x � ' - 11 1/2 " 12 /A8.1 11 /AS.1 22 /,qg,� SLIpINGc �RENCH DOOR 101 E M,4STER B�DROOM 1 2 ' - 8 " x� ' - �o " UJOOD UJOOD PRfI/AGl' MM 3�025 3 ' - m " x 2 ' - 1 " 12 /,48.1 11 /,48.1 102 E M,4StER 1 BAT�-4ROOM 2 ' - � "x� ' - �o " UJOOD UJOOD POGKEt POGKEt DOOR 103 � M,4StER 1 B,4TNROOM 2 ' - � " x� ' - 6 " UJOOD 1U00D POGKEt POCiGET DOOR � n O � � 10�4 � M,4S7� R 1 BAt�-IROOM CLINEN) C2 ) 1 ' - 6 "x� ' - 6 " UJOOD UJOOD t�P CA7CI-! F : � UJItN DUMMY � 105 M,4StER 1 B,4tNRM. ( SHOUJER� 2 ' - 2 " C�LASS PER 1"I�R. CsLASS SNOWER DOOR 4 SIDE PAN�L O � • C l� � � 01� UJ f 1�l � 0 UJ S f z � � = AB01�E D IMENS IONS Ai�E SCHEMAt I G. CONtRAGtOR , 106 � M,4ST� R 1 BATNROOM CL INEN ) C2 ) 1 ' - 6 "x� ' - 6 " WOOD UJOOD Wf TN DUMM1' ~� Q� TO VERI�Y WItN IUINpOW M,4NU�ACTUR� R �4CTUAL im�l F Mr4STER 1 B�TNRM. 1701LET) 2 ' - m "x�i ' - 6 " U100D WOOD PRIV,4GY ' r , � �RAM� ,4ND O}��N INC� D IM�NS I ONS. O m 108 E M,4StFR 1 CLOSET 2 ' - � "x7 ' - (o " WOOD 1U00D POCKET � 10`J � M,4S1'ER 1 CLOSEI' 2 ' - � "x�l ' - �o " � � � _ UJOOD U100D P�SS,4GcE O � 110 LAUNpR1' GNUTE UJOOp WOOD PER M�R � l V � `�' 111 EL�V,4TOR PER M�R ' ee � � � _ �� � _ �� O ^ ti, - � Q O � , J 112 E POUJDER 2 � x'1 �o 1U00D 1U00D PRIvAGY � l � � � � � F--i 113 � B� DROOM 3 2 ' - S " x� ' - 6 " UJOOD 1U00D PRfV,4CY � — � I� � 2 � - 5 � 7 � - m � z - 5 �� 5 � - 0 �� 11 � E BEDROOM 3 CLIN�N) 2 ' - 6 "x�l ' - 6 " LUOOp WOOD �P G G � � WItH DUMM1' QQ � 115 E B� DRCOM 3 ICL. OSET ) 2 ' - 6 " x�I ' - 6 " WOOD UJOOD PASS,4C�E � �•.—I 116 E 8�4tHROUM 3 2 ' - 6 "x� ' - 6 " 1U00D 1U00D PRIV,4Cl' � � � 11�1 E BATNROOM 3 CTOILET) 2 ' - � " x6 ' - 8 " 1U00p UJOOD PRfV,4CY , 118 B�4t�lROOM 3 CSNOUJER) 2 ' - 2 " CxL �4SS PER M�R CsLASS SNOIU�R DOOR 4 SID� PAN�� _ 1 �`� � B�4R 2 ' - m "x� ' - �o " UJOOD UJOOD POCKE7 POCIG�7' DOOR 120 G S70RACxE CEXT. � P,4Tf0) 3 ' - � "x8 ' - m " UJOOD UJOOD PRIVAGI' � EN7R1' LEvEL � West Un1t 2m1 D CxAR,4C�� �8 ' - m "xg ' _ m " p y�K�� MEtAL �UtOM�4TIC ��D����R RHEAD DOOR WI7N APPLI�D �� OF CO� Zm2 8 SKI ROOM 3 ' - m " x� ' - 6 " WOOD LUOOD ENTizY �P � K O 2m3 � SKI ROOM (CxARACxF ) 3 ' - m "x� ' - 6 " 1U00p WOOD PRIVAGY �D: 3/-0� " SKIN ON LABELED 1 3/4 " sc DooR a SEGE O ,4 FRAME W/ SMOKE SEALS AND CLOSUR� "1,'� � G 20� ELEVATOR PER M�R � � 597 � 205 A ENtR1' 3 ' - m " x8 ' - (d " WOOD 1U00p ENTR`t' DOOR UJITN SIDE LICxI-IT, RE : ELEV. �� G� i SF� ARGN�� Revisions : PROC� RESS S� T - � 2 / 14 /P�8 PRIGINC� SET - 2 /28/m8 , fi�Ei�l`� IT S � T - 4 / 11 /ID8 DOOR Tl'P�S Q �� SPONS � TO TOV COMMENTS - 5 /�I /P�8 ,�1 ' - 6J"� 0 - _ � 41/2 " �g �� '4 '4 ' � - `* 'I 'I , � - , ,� � _ , - � � � � � � � � � � . � � � � / / �/ DOOR � �/ \`� DOOR = ' � _ .. . � , .... ... ' STYLE � ' � - �' STl'LE �' \ � T.SA. B1' � ' ' ' �' T.B.D. 81' � � \� IN7ERIORS ` � ' ' fNTERIORS ' ` � � � �\ ---� � .� � � � .\ � � � � \ \ ` � � �� �� i � � � � \ � � � , � � � Drawing Title : � � � , � ` m �� ` � , ' CENTRY) CEX7ERIOR) CEXTERIOR) CCxARAGsE ) CINTERfOR� CINT� RIOR- PAIR) W�OW & DOOR T1'f°E ���4 �� T1'P� ��8 �� T1'P� ��G �� Tl'P� ��D � � T1'P� ��� �� TYPE � �� �� SCHEDULES Date : Project No : 31 mIDl .� m Drawn by: SMiG � . Checked by: KS Sheet: . , , � �c 2007 s� s — � a�o�c,aP � �� � � ��� � � I I � I NOM. 6 " STONE � BOARD ON / I ` BOARD ON BOARD 1�ENEER SYNtHETfC S7UGG0 � BOARp SIDINCx � \ �� � StoNE Segerberg Mayhew SIDINCs OR STUGGO. � \� � � ' ; � � 1/ENEER �� HEADER - RE : ELEYATIONS ;,���;�\ � � � �s� � I I � �, & Associates Architects � ALLOUI � CxAP FOR � ALLOW �" CzAP FOR � � : StRUCt. p,C.-A.I.A. , ' \ � � 2x2 HDWD TO SEALANT BELOW SEALANT BELOW MATGN DOOR GOPPER HEAD I COPPER HEAp I \ � � � �LASNINCx I _ �LASHINC� I , � � ���� �,� � ��� �RAME �t > \ / GOPPER � ; � . � �LASNINC� _ - - - - - - - - - SLOPE GUT � , SLOPE GUT / � EX7END FL�4SHINCx \,f�� � � � , �4 � � � \ UP 12 " � , � � � � � � ARCHITECTURE, - SLOPED �\ � EX7ERfOR INSWINCx \ j � � �. � / � PLANNING, INTERIORS i �� DOOR RE : SCHEDULE 2x8 NEAD 7RIM 2x8 HEAD 7RfM _ SANDSTONE C,4P I � I t1'VEK OR / �\� ' 70 MA7CN � /� � I � /'� Main Office : Eagle-Vail EXISTINfx � � � o ___ � � i � o�R��� STEEL LINtEL �� ` 101 Eagle Road - Buildmg 6 - � � ; �� �'� --�- ` � r � / � Avon, CO 81620 I � Tel 970 476 4433 �� . / � .� � _�-� � / �� � � \ _ _ — � � I �•� ��� i \ Fax 970 476 4608 � \ Denver Office � � ,� � � ; , `� , \ � I ; , � � \\ j \ � � I Ix6 BLOGK , \ \ \\ \ 12600 We#A- 140 Avenue S70NE 1/ENEER ' \ � \, , j \ `, \ � DRIP GLIT � ' Lakewood, CO 80215 Tel 303 623 3355 � � % � � 8 � � � � � � � � _ � � � N, � `, � \ � Fax 3 03 623 .2262 , \ info smarchs com \ �'"' J ,48.1 SCALE . 3 " = 1 ' - m " KERF DRIP EDCxE KE� DRIP EDC�E @ \ � NOM. � � � www smarchs com �LASHINCs � CS) �� �\ 2x6 JAMS tRIM � ; j \\ /~ BOARD ON � �` ' BOARD S (DINCx CS) � . ��� , \ � BASE TRIM 2x2 NDWD t0 23 � f � I �l � / � � 1� � � � � � � � � 1� � � f � � � MATGN DOOR -- �RAME ,� 5. , SCALE : 3 � � _ , � - � � � _ � � f �l � � l� � � � � � � � � � � � � 8 � f �1 � � � � � � � � � � f f �l � � � f �l � � � � - - - - - - - - - - - - - - - % , 12 � � � � f1� � � � 1�1 � � � / \� t1'VEK OR �EL7 ,48. 1 SCALE : 3 " = I ' - � " STUCCO - SIMfL �4R ,48. 1 SCALE : 3 " = 1 ' _ � " STUCCO - SIMIL �4R AS.1 SCALE : 3 " = 1 ' _ ID " / I�� � I OVER lx BLOGK i � EXTFRI OR - i JAMS TRIM BEYONp \ � INSWINCs DOOR , \ � � �� � RE : SGNEDULE � �'� ; � ^� , \ / � , � 1 � . � �ASTEN THRESHOLD THRU \ M1 I �� I i i U1AT�RPROOFINGc SE�ORE ' � \ i � - IN - SWINCx � , � _ AIR IN� ILtRATfON i � ,41R IN� ILTRAtION i � � OR SLIDINC� � � IC�. MEMBR4NE NAS GUREG � � �< BARRfER �� �� FRENCF-I i GOPPER �LASNINCx � � i �� BARRIER � i �� NOM. 6 " STONE � �� j i �� 1i � -_ _ i i VENF�R � i ,� , DOOR i SItUTHENE W.P. -� i BOARp ON i SYNtNETfC STUGGO i BOARD SIDINCx i �� � l � \ i � i GONt. ADHESf1/� � � MEMBRANE UP BLOCKINCs �- � i `-�� i \� MEMB. JAMB \ �\ ,% i i . GoN'T. ADNESIvF � ��� CoNt. ADNESIvE � � ` FL.ASHIN� ExT�ND y � � � , �G� S� PRESERVATIVE - PRESSURE MEMB. JAMB ��� MEMB. JAMB \_/ �� i i � _� --- tREA7ED G�DAR SLOGIGINC � , � 1 MIN. 8 BE1'OND i \ \ � \� % � a 0 aa 17 � � � � � � � � _ � f � I � � ��ASNING, EXT�ND i ' �� , �LASNINC�s, EXtEND i � �A. SIDE OPENINC� % � ��� , � � i �� _b_?A. PL1r. P3 �- MIN. 8 BE1'OND � , i � � \ � ~� i �/� i MIN. 8 " SEl'OND i �� �� , I \ �° �� ` �L A8. 1 SC �4LE : 3 " = 1 ' - � " EA. SfD� OPENINC-c i / E,4. SIDE OPENINCx \ i PAN �LASNINC�s \ � � i 1i - � S� SLOPE 70 DRAIN , � k i —� � i � 1 BE�.OW � / °� � � i �'�y�l u u�` '�X >C ��i��. h�i:?�v� . . � � � � � I GONt. ADNESIVE Q _ _ • a • , a .d � �' �`' SI�.L SEL.OW i �� SILL BELOW , i �� MEMB. �LASHINCrt ` � ; \ ; i \��� � i O O ° a a0 PAN FL,4SHINCx � � � � BELOW ;� � ° a a a 5 I/2 " i �� PAN �LASHINCx i ��� \ ' i r Q — BELOW � '� ) BELOW , \ � JI � / � i i O $OARD ON � ii 3 I/2ii � ii 5 1/� ii � ii z j \��� . � ��� � �� i � ' i � � i � �� , SOARD SIDINCz _ i z i _ � T i i � BITUTF-IENE W.P. MEMBRANE �t • � � 1 � i � c� � '�� � `� � � � � � ENTIRE PAtlO i ' - i - � �--/ � ' ;� � , i i ' � � , , GON7. ADHESIVE � i CONt. ADI-IESII/E � i \� / \� % � � � [� O ' % � MEMB. �LASNINC-� � i MEMB. FLASHINC� � �� i� i i C� � BITUTHENE LIQUID — ! _ j �' % ' BELOW � g��p� i � �� / � ' ' ' � MEMBR4NE 3/4 "x3/� " G01/E � � � �� i � SEAD � AL� CORNERS � � 2x6 RS. ' 2x6 RS. ' W O -� --� -� � _ � . � CS) � � � � lx SLOGiG � � � � � � � � � �� � �� SLOPINCx SI �.�. � � � � � � � � � � � � � � � � � � SILL B�LoW SILL BELOW � BELOW � � A8. 1 SCALE : I 1 /2 " = 1 ' - m " , - � EXTERfOR WOOp , � � � SLIDINCx FRENCN I I�� SEl'OND N��� �I DOOR I WRAP UJP MEMBR4NE � rO � � � � � � � � � � � � . � � � � . � ( � I ' ` � I I I '� II ' III I � I ( '� I I I I � � � '� I � I � � � �� UP UNDER DOOR A8.1 SG ,4 � � : 1 1 /2 = 1 - m � � I1 l� � I �4 � � l� � � � � � � � � 1� � � � , l� f 1� � � � � � � � � � � f � f 1� � 3 �! I I �l � � l� � � � � � I �l � � � I � � � c� " = 1 ' _ m " STUCGO - SfMILAi� A8. 1 SC,4LE : 3 " = 1 ' _ � " STUCCO - SfMIL ,4 � �48. 1 SCALE : 3 " = 1 ' _ � " _ � S TH�sHO�D ,48. 1 SC�4LE : 3 rL t�0 SLAB � � ' � �— 6 " STONE DOOR _ R�: PLAN9 Q i ,� SIL�, S1.OPE 4 a a � SLOPEL� P2 , I � 4 � � S� —7 I� / � INSTALL WINDOW IN S � y � INSTALL WINDOUJ IN INStALL WINDOW IN GONT. BEAD SEALAN1 , • • �'�� ' � HD 'R RE : StRUGT. CON7. BE�4D SFALANt GONt. B�AD SEALANT CHD. � JAMB ONLY) ' , � CHD. � JAMB ONLI') � IHD. J,4M8 ONLY) a � � � � i , JA,MB SE1'OND PAN �LASNINCx, END JAMB BF1'OND PAN �L.�SHINC�, END PAN FLASNINCx, END a I STUGGO SID INCx _ _ _ DAM AT EA. JAMB _ _ _ _ pAM AT EA. JAMB _ _ � DAl"I AT EA. J,4MB �� OF C� � � / - - � r � � � � lS) i i ,4DNESIVE �Q` a � O o� O O �� 2x12 FLAT I� � S� � i ADNESIYE � S � � / i ADNESIVE i / � Q .00�`' O � � OC� � � � ' SLoPED ! � � S G E G O 4 � � � � � � SANDSTONE SILL 70 -- --- GONT. ADNESIYE MEI` � � �"C GONT. ,4DNESf1/� lx BLOCIG ' GON7. ADNESII/E MA7GN EX1571NCx a - TRfM �' � 2x8 NEAD TRIM i I � I MEMEB. SILL i � � \ MEMEB. SI�L i I i - ' -- - � � Zx6 i �LASNINCx EXtEND � �. � 1 SILL ��ASHINC�, EXtEi < - 1597 � � � 2x6 i � �LASHINCx, EXtEND �� i i _� i MIN. 4 " SEl'ONp EA. � G'� � _ MIN. 4 BEYOND i � MIN. � BEl'OND / � / � - SIDE OPENINC�. END � /V fiCi �� o �'4�"O - \ i I � EA. SIDE OPENfNCrt. i � ' � EA. SIDE OPENINCx. � ' i i i � � tURNED UP A7 EA. Jfi S�D qRGN� 21 � � � � � � � � � ,� � � ,� � I � DOOR lU/ � � � � ALLOW NE.4D tRIM i ^�. l ENpS TURNED UP �i ; I � FNDS tURNED UP „ „ � � i i i i GEDAR VENE�R ' I �, / I AT E�4. JAMB � I At E�4. JAMB SLIDE THRU WAL� i i � i ; � AS.1 SCAL � : I 1 /2 " = j ' _ fd " RE : ELEVATIONS � ' � TO PROJECT �" SLIDE "THRU � � I �� iI �� MEMBRANE _ _ _ _ _ _ _ _ _ � � i � i 1 SNIM �" f BE1.OW I SLIDE ta-IRU I I � "� WEATNERSTRIPPINCz WALL " MEMBRANE � � �_� SNIM �"f BELOW WALL " MEMBRANE � _ � � � �� 1 , SNIM �"f BELOW �1-ASNINCs UP � � il � � i I WINpOW TO BEHIND PAN, �� � ALLOW DRAIN,4CzE Revisions : �L.4SNINCx UP —�� IUINDOW TO �LASNINCs UP WINDOIU TO „ , i i WOOp JAMB TRIM � � �_ i A�1.OW DR41NACxE BEHIND P,4N, �� � � I ALLOW DRAIN,4C�E EXTEND MIN. 2 I _ � 2x6 JAMB 7RfM BENIND PAN, � � I \�/ I BEl'OND EA. SIDE � i vAPOR PfisOC-� R� SS S� T - � BEl'OND EXTEND MIN. 2 " EX7END MIN. 2 � OF OPFNfNC-c i i � BARRIER 2 / 1 � /� 8 BEYOND EA. SIDE � � VAPOR SE1'OND EA. SIDE � � � VAPOR \ i i EXTERfOR WOOD � � OF OPENING I I B,4RRIER O� OPENINC-� I I BARRI�R „ ; fi Rf CINC-� SET - 2 /28/�8 IN - SWINCx DOOR ' II i JAMB tRIM BEl'OND � 5 � ,-� � � � � � � � � � � � � I I I I StONE vENEER �O i , � SOARD SIDINCx � i P� RMIT S ET - 4 / 11 /ID 8 I � WR,4P WP M�MSRANE �8 � � � _ _ „ SYNTNET (C S7UGG0 � � I I I S C A L � : 1 1 /2 1 P� � � I I AfR IN� IL1'RA710N i � Q RESi=ONSE TO TOV ^\ i U P U N D E R D O O R AIR IN� IL7R4TION I I AfR IN� I�TRATION I I �ARR I ER � i G O M M � N T S - � /� /ID 8 � TH R ESHO LD B,4RRIER � I BARRIER � � � i A fMISH FLR �C� -� � � 1X DOOR SILL, � . . .. , /. . SLOPE tOP , - _ � i � - � � I I � � i i � i �; � � S7'ONE PAvER Ro. - , � � f 1� � � � � f � � � � � � l� � � � � l� f 1� � � � � f � � � � � f � f 1� � 2 � � N� � � l� � f � � � 1� � � � 1� � SLOP j'ATIO - pOOR SIZE + 1 " 3��' �� RO��ER tRAGK S� �.4R�E 2xs �L�t /� 5. 1 SC,4LE : 3 " = 1 ' - � " STUCCO - SIMILAR ,48. 1 SCAL � : 3 " = 1 ' - � " STUCCO - SIMIL ,4i� A8. 1 S � ALE : 3 " = 1 ' _ m " DOOR� �g" TYPE 'X ' � . • . • . . . .. • . . . . ' • . . � • - . . ' . : ' . C�YP. BD. • ' . �. . � � . . - ' � a ` � � � � a �" GEDAR _ � YENEER � � O O O O U1EAtl-I�RStRfP Z � � � O 0 O 0 O (� O w Drawing Title : O� o, O� o, O� o WOOD JAMB V �1 " 7YPE 'X ' CsYPSUM BOARD Q I 7RIM ON WOOD STUD �R4MINCx WINDOW, DOOR AND a STONE - a � — vENEER DOUSLE STUD 2 I asa as.� � SIDING DETAILS � aai 2m � I I � I J ^ 3 1/2 "� �f � � � � � � � � � � I �t � � � 2x8 HEAD _ � , - ' ti�fM � � ' A8. 1 SC �4LE : I 1 /2 " = 1 ' - m " 1 � � � � � � � � � � � � � � � as - ' � 2x� JAMB - � ' � - ' TRfM � � � 10 " STONE ,48. 1 SCAL � : 1 1 /2 " = 1 ' - m " � N�AD . , , � - , ,4e.i � � , 2x6 SILL ae.i \ � � SLOPED \ � � � — SANDSTONE Date : "LET - IN " StOP SILL t0 I � CUStOM PROFILE 6 �m _ -€XI tINCx " WOOp J,4MB Project No : 31m � 1 .�� ' KEi�ED � SIZED WOOD GASINCx As.� ,481 Z 3x6 RI�1ER g � � . ` � � I � � � � � Drawn by: SMK � � � � � 5 � f 1� � � � � � f � � � � f � f 1� � / � � � � � � , l� f N� � � � � � f � � � � � � �1 � A8. 1 SCALE : 3 " = 1 ' - m " NEr4D SI1„IfLAR ,48. 1 SCALE : 1 /2 " = 1 ' - m " A8.1 SCALE : 1 /2 " = 1 ' - � " Checkedby: KS � � � I Sheet: � BOARp ON I � O � � S : ' , � BOARD SIDfNCs BOARD ON BASE TRfM 1. i��ER TO G01rFR SNEEt �OR C�ENERAL NOTES. 5 1/2 " BOARD SIDINCx 3 �� „ RIP 3x RS. TRIM 2 . RE�ER TO SNEET ,48.0 �OR WINDOUJ � DOOR SC�-IEDUL� S. B�4SE TRIM 3. SEE STRUCtURAL DRAIUINCxS �OR �RAMINCx � �OUND �4TION - IN�ORM,4tiON. 19 � � � � f � � � � �1� � � � � � � _ � f � f 1� � 13 f 1� � f � � � � �1� � � � � f � _ � f � f �l � �. UJINDOIUS ,4RE 5�-40UJN SCNEM,4tIG�4LL1' ONLY. � �48• � SC�4L � : 1 1 /2 " = 1 ' - ID " AS.1 SCALE : 1 1 /2 " = 1 ' _ m " 5. SEE MANU�AGI'URER'S pAt,4 �OR EXACt GON� ICxUR,4tIONS � � DIMENSIONS. PROVIDE JAMB EXTENSfONS IF REG2UIRED_ ` CO 2007 SMA � , � o -r � : �" � IS Ui��4UJfNC� IS � Ofi� fi� R� L. II"IfNr4iz�' � � � Gt� IG��, �. �C-��1�I� �orES : L � �' OUT _ � L � C �" fi� f C �4L CON �" fi��4C �" Oi� IS Sl'MBOL DESCRIPTION Sl'MBOL D�SGRIPTION 1- AL�. CONVENIENCE OUtLETS MOUNTED S'r'MBOL DESGRIPTION g 15 " Ai� 70 � LI.ON. i�� S �ONS f �3 �. � � Oi� COOfi�D f N ,4T I ON UJ f T �4 � DUPL�X GONVENIENCE OUTLET Q RECESSED MGANDESGENT LICsHT �IXTURE `O` EXNAUST FAN � /� 2. PLAN IS FOR DESIRED LAYOUT O� ELEC7RICAL 17EMS ONL1': � e�jerberg l�layheW � L � CT � IG ,� L �� QUI �� M � NTS U,� IT � OT �--� � � � �,� � � �'j �� QUADRUPLEX GONI/ENIENG� OUTLET GONtRAGTOR 70 PROYIDE INST,4LL,4tION TO MEET AL� LOCAL * � t � III1,� * IIIII ' �, W,4tER PROOF REcESSED ING.4NDFSGENT LICxHT FIXtURE � FXHAUST FANi� I�HT cOMBINAtION COpE REQUIREMENTS INCLUDINC� GOpE REQUIRED SMOK� & Associates Architects _ � IV � I O � IVS �F �� CO � � COI I �� � � IVC � WI � t—� � � � DUPL�X GONVENIENGE OUtLEt - � WALL WASHINCx RECESSED INCANDESG�Nt AND FIRE DETEG710N SYStEM. P _ � I �� � C � J�--� J� � � � I � � I1 �4C� CO � � S ��� CsROUND FAULt INtERUP7 LICxHt FIXTURE Q THERMOStA7 .C. A.I.A. 3. COORpINA7E �4LL MECH.4NIG,4L ANp ELEGTRICA� �QUIPMENT � D P X CON1/�NI�NG� OUtL�t .� GEILI�ICs MTD. INGANDESGENt LICsHT FIXTURE Q JUNGTION BOX - GEILING PENDANT AND REQUIRED .4GGESS PANELS 1U17N ARCN17EC7 IN ADYANCE. DUPL�X CON1/�NIENCE OUtLEt X R OR O D C D G _ +�2 MoUNtED - �2 " AFF. LIC;Ht �IxtUR� sQ SPEAK�R 4. COORDIN,4TE WItH ARCHI7ECT AND OWNER Q� DUPL�X GONVENIENCE OUTL.�T - EXt�RIOR SU�AC� MOUN7ED �OR ALL DEvIGE LOGA710NS. nW' WEAtHERPROOF INCANDESG�Nt LICsNT FIXTURE -�r ��EGTRIGAL PANEL � FLOOR MtD. DUPLEX GONVENIENG� OUTLET � SU�AGE MOUNtED FLUORESC�NT LICsHT FIXtURE Qgp SMOKE D�TEGTOR �✓• AL1. REG�SS�D CAN LfCxHtS SHAL� BE l�W ARCHITECTURE _ lU/ COIL�X BAFFLE UNLESS OTHR�WISE NOTED. � � �LOOR MTD. NALF-SWItGH�D CON1/ENI�NGE OUtLET � R�GESSED �LUORESGENt LICzHt �fXtUR� Do C:AR,4C;E DOOR OPENER PLANNING, INTERIORS 6. PROYIDE SLOPED GEILINCx tRIM RINCxS ADFG2UATE H,4LF-SIUItGNED GONI/ENIENGE OUTLEt �Q StRIP LICsNTfNCx - BARE BULB 7o SET � IX7URES LFvEL AT SLOPED G� ILINCxS. Main Office : Eagle-Vail - � � CEILINC� FAN TRACK LICsHtINCx 101 Eagle Road - Buildmg 6 � � 22mY � EXIt LIC�HT �f. ALL LICsNtB At SNOWER AND 7UBS t0 NA1/� GA�7ED, MOIStUR�-PROOF, OPAL Avon CO 81620 � LENSES � � SWITGH � WALL SGONGE Tel 970 476 4433 � � � EMERCxENGY LICxHt Fax• 970 476 4608 ' / 3 -WAY SWItGH � CNANDILIER � NEAt LAMP 8• ALL FIXTl1RES SNOILN ARE t0 SET SCNEMATIC C�lJAL17Y LEVEL AND LICsNtING 3 TYPE ONLY. FIX7l.1RES AND DEVICES TO BE AS SELEC7ED BY OUJNER SUBMit Fl1LL G.IT SNEET oN ALL FIMIIRES AND DEvICES FoR oWNERS Ai�PROVAL Denver Office $4 4 -WAY SWITCN �� UNDER-GABINET LICxHT Q PENDENt LICsHTINCx CLOW VOL7ACs�) 12600 West Colfax Avenue / ' #A- 140 �D DfMMER SWITG�4 a RECESS�D STEP LICxNT � SPEGIAL PURPOSE OUtL�T 9- COORDINATE ALL INTERfOR NONStRUCTURAL DROPP�D C� ILINGS Lakewood, CO 80215 / ' U11TI� INTERIOR DESIGNER Tel 303 623 3355 / � $� LICsHtED SWITCH / TELE�'I-ION� OUtLE7 �—� PATH LICsN7 Fax 303 623 2262 10. ALL T.V., TEL�.,GOMPUtER, AUDIO AND SEGURITY WIRINCx, DEYIC�S, � �� SWItCH IN DOOR JAMBS E-I TELEYISfON OUtLET QB DOOR BELL Sl'StEMS TO BE AS S�LEGTED BY OWNER info@smarchs com ' 11. 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N071�1' ARGHItEG7 I� GON�LIC7S OCCURS BEtW�EN - ,4RCHItECTS RCP AND MFGHANIC,4L, ELEGTRICAL, Segerberg Mayhew _ PLUMBINC�, OR � IRE SPRINKLER DRAWINCxS. _ 2 . CEfLINCx HEICaNtS NOt SHOWN SH�4LL BE REYIEWED WItH tHE & Associates Architects ,4RCHItECT PRIOR t0 �RAMINCs GEILINC�S. CEILfNCs HEICxI-ItS P.C.-A.I.A. ,4RE NOt TO BE ADJUS7ED WITNOUT TNE APPROV,4L OF 7NE ARCHItECT. � 3. CEILINC� NEICxI-!t8 fNpIGAtED Ai� �ROM t_O. STRUCtURAL " PL7UJOOD OR 7.0. SLAB t0 � fNISN GEI � INCs. �. ALL C� IL INCxS ARE GcYf'. gD. 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SLAB to � INISN C� ILINCx. ARCHITECTURE, . �4. ALL GEILINCxS ARE Cx1'P. BD . U.oN. PLANNING, INTERIORS , Main Office : Eagle-Vail 101 Eagle Road - Building 6 - Avon, CO 81620 Tel 970.476 4433 Fax 970 476 4608 Denver Office 12600 West Colfax Avenue #A- 140 Lakewood, CO 80215 Tel 303 623 3355 ' Fax 303 623 2262 info@smarchs com www smarchs com I 2 2 ' 6 6 A6.1 ' I�"'I O � I"'� O � � , � �— —� ` • � � I � O � � � u �i u � O � T � � � � V .:: � ; s � w � � < �, O O O l � '' � ��� .. . ...._. � � � I / _ � I O �❑ � �i �� � � 1 �� � �— �Q `�I J — � � � �0 � �� pININC� -- MAStER 1 � z _ MA57ER B�DROOM 1 � 6 p 6 . �BATNROOM � n � _ O BA � 3 � � r - � � R � � S1'OR. ° 3 �46 .1 O A6.1 � � t ECx 1U00D � � � � �- CEILINC= - ��p � - - ---- - B�AMS � ��� ��� � �F C �� � O O O � _ -- O � Cl C2 �j O 1 - O s - m � � E RG ` �- � � i � 9� - m �� _ - 15 7 �,� ; , 9 ' - 6 " M�45TER 1 CLOS�t �L� Y,4TOR � ti �'� � O g� - 6 �� � O d0 --- SF� ARGN � O O O O O I, ' � A6,1 � MOLD NG � K17'C�4EN i i A6 .1 fl Revisions : , � 'Q' � PROGRESS PRINTING 1 -6-OS 4 T tCx lU0 p , � POWpER - c � O � PROGRESS PRINTING 3 -4-OS ' . cROU� O cROU� 9 -0 - B AMS PERMIT SET 3 - 11 -OS � MOLDINCx 8, _6 „ MOLDING :.: ::. NSTRUCTION 9' - 0" 6u 6u ;>,° � � COORDINATION SET 5- 17-OS ''�" PROGRESS SET 2- 14-08 . SLOP� FOR BFDROOM 3 9, _ �„ C�AIDPNSATION ! ` PRICING SET 2-28-08 � � ' - 6 �� '' .. " PERMIT SET 4- 11 -08 �m� -m �, � , : ::.:<.<:.<:: � . _ - � „ .. � 0, RESPONSE TO TOV � � - COMMENTS 5-07-08 „ -;;�:>:;:.:-. s' - 6 " GRO ` _ >:: 3 ` MOLDINCx g I E— � 6 W 6.0 BAtNROOM 3 Q 9� -0 �� � ° ❑ PAtlO g' -m" � � � Drawing Title : n . . , , ,. LIVING ROOM LEVEL , � ' � � � : � " � � ° � " � � � � REFLECTED CEILING PLAN 1 6 2 , '� A6.1 - 2 , 6 Date : Project No : 31 �� 1 .mf� Drawn by: SMK Checked by: KS . Sheet: - PL ,4N . NORT� � � f � f 1� � � � � � � � � � � � � � � � � � � � � � « 11� � � � � 1� � Alm. l SCALE : 1 /� " = 1 ' - � " . • CO 2007 SMA RE�LECtED CEILINCx PLAN NOtES 1. NOtl�l' ARGHItEGt IF CON�� ICTS OCCURS BFtW�EN Segerberg Mayhew I _ ARCNItEGTS RCP AND MECHANIC,4L, �LEG7RIGA� , & Associates Architects PLUMBINCx, OR � fRE SPRINKLER DRAWfNCxS. � 2 . CEILINCx +-IEICsHtS NOt SNOWN SHALL BE REVIEWED UJITH TNE P.C. -A.I.A. - ARCHftEGt PRIOR TO �RAMINC� GEILfNCsS. CEILfNCx HEICxNTS ' ARE NOT t0 B� ADJUSTED IUiTHOUt THE APPROYAL OF 7HE ARCHItEGt. 3. GE I L INC� I-IE IC�HtS f ND f CATED AR� FROM T.O. StRUCTURAL _ PL`r'WOOD OR t.0_ SLAE3 t0 FINISH GEIL (NCx. / �. ,4LL CEILINCaS ARE C�YP. BD. U.ON. ARCHITECTURE, , PLANNING, INTERIORS Main Office : Eagle-Vail . \ 101 Eagle Road - Buildmg 6 - Avon, CO 81620 Tel 970 476 4433 Fax 970 476 4608 / � Denver Office 12600 West Colfax Avenue #A-140 Lakewood, CO 80215 Tel 303 623 3355 Fax 303 623 2262 � mfo@smarchs com www smarchs com � � � - � W - � � , , W � o � � � o � � , � � � . , � 2 � o 6.m � T ^ � V1 OI 6 � 1 \.� O � ;: � �-' T _ � W � � ; . . . . . �-, � � � H �LEVATOR ° t � , � A6 .1 A6 .1 ' T ECx 1U00D '' 4�� CEILING 4�� � � ENtRI' � OF C �Cp C�ARACxE SKI ROOM / � �Q.'<�' O s' -m �� - --O = I / � S �R E G � � •i,' � O / Y � / � - 159 �,� — - / �,� `,c� � o \ `S'�p ARC,�► � - - - - - - - - - - - - - - - - - - - - -� � � � I I 0 � � ; I I k� �r�� � - 3 � � 3 / Revisions : • 6� � � 6 ,0 / PROCxRESS SET - 2 /14/�8 . � � � PRICINCx SE7 2 /28/m8 I I � � PERMIT SE�' - 4/11 /m8 I �` � R ;� � � Q RESPONSE TO �'OY � � � COMMENtS - 5/l /m8 .:,:;::.. � E_ �_ _� _� �_ _� / - - - - � - � O O � _ / i � / /...': :::( :::F^: / � Z Drawing Title : / 6-0 ENTRY LEVEL REFLECTED / , CEILING PLAN � � � � ��' 'a`� Date : NORT � Project No : 31 fD� l .f�� � � � � � � � � � � � � � � � � � � � � � � f � f � � � � � � ,41m.2 SCAL � : 1 /4 " = 1 ' _ m " Drawn by: SMK Checked by: KS < . � Sheet: . . • c� 200� s� GE N E R A L Iv O T E S FOR STONE r4TTAGHMENT STRUGTURAL RE • PL?tN AT STUD WALL SEE I .B.G. I/Z " ISOLATION JOINT SLrqB ON 6RADE SEGTION 1405 .6 RE • PLAN FOR SIZE 1 . L IVE LOADS USED IN DES IGN B PROV IDE CROSS BR IDG ING NOT OVER 8 ' ON CENTER FOR ALL 2X V100D JO ISTS AND „ TREATED (OR REDWOOD) 2X RIPPED TRE?�TED PLf�TE AND REINFORGING 2X SOL ID BLOCK ING BETWEEN JOISTS AT ALL SUPPORTS AND ENDS OF CANT ILEVERS ��2 FXP,4NSION (4)-2X PL?�TES X EXTERIOR SLAB WITH f�NGHOR BOLT PER Segerberg Mayhew A ROOF JOINT RE : ARGH 80 PSF GONTINUOUS WITH EXTERIOR STUD W,4LL SHEARWALL SGHEDULE C . FASTEN ALL WOOD MEbBERS WITH COMuIOW NA ILS ACCORD ING TO TFfE IBC SCHEDULE I/2 " � ANGHOR WITH SHEATHING _ B . TYP ICAL FLOOR 40 PSF TABLE 2304 - 9 . 1 UNLESS OTHERWISE NOTED BOLT .4T 4'-O ' ' ° RE PLp.N (ALTERNATE USE b " I I/2 " GYPGRETE � � e . � , a � & Associates Architects (Z�-#s RE : PLAN , < a P.C.-A.I.A. C EXTER tOR DECKS 100 PSF D LAM INATED BEAMS WIDE GONTINUOUS PIEW GONTINUOUS FLOOR SHEATHINC-� � ` ! i � 1 . ALL LAM INATED MEMBERS SHALL BE FABR ICATED OF DOUGLAS F IR LARCH AT 12 - � _ . � `-;. 'a� ._ ,,.� � .:r d a � . D WIND PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB . ALL SIZES SHOWJ RE. P.RGH FOR FINISH 1 . BAS IC WIND SPEED 90 MPH ARE NET , � .,_ , < � 2 EXPOSURE B 2 . LAM INATED MEIrBER SHALL BE DETA ILED AND FABR ICATED IN ACCORDANCE WITH GONGRETE TOPPINC� SLAB ° x �� x �— x �. x � � x �ox � x ,!-� x 2 �_O �� THE STANDARD SPEC I F ICAT IONS FOR THE DES IGN AND FABR ICAT ION OF � a a , • (SLOPE TO DRAI W a (2)-#5 GONTINUOUS E . LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE . STRUCTURAL GLUE LAMINATED TIMBER , LATEST EDITION AS PUBLISHED BY AITC • o , ,, • •. o , o • t ' ' • 0•: o>e ° • O : oo . ° • 3 PROVIDE UNITS CONFORMING TO AITC 117 , 24FV8 , D . F FOR CONTINUOUS MEIu�ERS . �. °00 . .°.00. < Oo°.�. Q°Oo°.� O' FLOOR SHE�4THINC� � F CODE USED IN DES IGN 2003 IBC AND CANT ILEVERS AND 24FV4 , D F . FOR S IIuPLE SUPPORT MEMBERS MEbBERS � �T " I ' ° a , ° I �.1� I�' " #5 AT 2 '-O " X O e r r SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY STAIuPED 0 � � �� aa � ° " I � I � � (V °' #5 .4T I '-6 " 2 TEST ING ON EACH MEA�BER i <� ° � < � HORIZONTAL ARCHITECTURE � RE PLAN � (3)-#rj X GONTINUOUS. � a PL��NNING, INTERIORS a a a a Z e f A CONTRACTOR SHALL FURN ISH OR PROV IDE COORD INAT ION FOR TEST ING AS REQU IRED E PLYVI�OD DECK � I ° < #5 ,4T I '-6 " TRANSVERSE ° � � Q BY THE PROJECT SPECIFICATIONS THE TESTING PROGRAM SHALL BE COORDINATED WITH ° RE : PLAN � FLOOR JOIST, RE : PLAN 0 RE : PLAN ° a #� ,4T � '-O " x Main Office : V111, C� THE PROJECT OIMJER , ARCHITECT AND STRUCTURAL ENGINEER . 1 PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING APPLICATION SHALL BE � IF�� ��II �i� a IN ACCORDANCE WITH RECObMENDAT IONS OF THE AMER ICAN PLYHUOD WITH SIMPSON i� 1000 S Frontage Rd W #300 B IN THE ABSENCE OF OTHER REW IREMENTS , THE CONTRACTOR SHALL FURN ISH ASSOC IAT ION a a ITS FfAN6ER ° (Y (� " Vail CO 81657 INDEPENDENT TESTING OF SOIL COMPACTION � CAST - IN - PLACE CONCRETE 2 . EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE - TRADEMARK OF THE � � �� I �� e � � STRENGTH AND REINFORCING , AND STRUCTURAL STEEL BOLTING AND WELDING , TO THE AMERICAN PLYY�OOD ASSOCIATION AND SHALL MEET THE REW IREMENTS OF U S W Tel. 970.476.4433 EXTENT NECESSARY TO ASSURE CONSTRUCT ION IS IN COA,PL IANCE WITH THE PRODUCTS STANDARD PS I , LATEST ED IT ION FOR PLYWt�OD . ALL PANELS Y�H ICH UJ,4LL D � T.41 L � d � a � a U Fax 970 476 4608 CONSTRUCTION DOCUMENTS HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL ❑ o ° o - BE OF THE EXTER IOR TYPE . � � � �` � � � I � a 2X TREATED LEDGER � �' �° c ° a m Denver Office 3 FWNDAT IONS 3 . FOR FLOOR ING USE 3 /4 " TdcG STURD - I - FLOOR SHEATH ING GLUED AND NA ILED I I �l DEGK BEAM RE • d WITH 3/4 " �X6 " EXP�4NSION �b ° � b (Z)-#5 12600 Colfax Ave, Surte A- 140 WITH 10D NAILS AT 6 " 0 C ALONG PANEL EDGES AND AT 12 " ALONG INTERMEDIATE PLAN WITH 2X RIPPED ❑ �NGHORS P�T 8 " GONTINUOUS A MAXIMUM SOIL DESIGN PRESSURE 2000 PSF SUPPORTS 3/4" = I '-O " 4 . FOR ROOF USE 5 8 " ) TOP PLATE WITH / (40 /20 SPAN RATING EXPOSURE I SHEATHING NAILED WITH PRO�(IDE STANDARD � � Lakewood, CO 80215 B THE ALLOWABLE SO IL BEAR ING PRESSURE ASSUMED IN DES IGN IS 2000 PSF THE 10D NA ILS AT 4 " O . 0 ALONG PANEL EDGES AND AT 12 ' ALONG INTERMED IATE HOOK IF TENSION Ld . POWDER AGGUATED ❑ I I � I Tel• 303 623 3355 CONTRACTOR SHALL RETA IN A L ISCENSED S01 LS ENG INEER TO INSPECT THE FWNDAT ION SUPPORTS . IS NOT DEVELOPED F�'.STENERS AT Z '-O " � RE : PLAN Fax: 303 623 2262 EXCAVAT ION . SO ILS ENG INEER SHALL VER IFY IN Y�R IT ING THE ACTUAL SO ILS CAPAC ITY 5 . EXTER IOR WALLS SHALL HAVE ONE LAYER OF 1 /2 " EXPOSURE I SHEATH ING SOLID WEB BLOGKIN6 WITH e a FLOOR SHEATHINC-� IS EQUAL TO OR GREATER THAN ASSUMED NA ILED AT 4 " 0 C ALONG PANEL EDGES STANDARD HOOK ��2 ��� -r}{RU-BOLTS F�T 4'-O " ❑ � . 6 FLOOR AND ROOF SHEATH ING SHALL BE INSTALLED WITH THE FACE GRA IN OR I /� " � ALL-THREADS 2 < e GR,4WLSPAGE � � � � ` � � j www smarchs com C ALL FOOTING BEARING ELEVATIONS SHOVW ARE ASSUMED . EXACT BEARING ELEVATIONS PERPENOICULAR TO SUPPORTS WITH END JOINTS STAGGERED . WELDED TO BEAM 1^lEB-BOTH � I I � G��GE SL�.B SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH 7 . INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS , TONGUE AND a SIDES ❑ a 3 (SLOPE TO DRf�IN) APPROVAL OF SOILS ENGINEER AND ALL BOTTOM OF FOOTINGS SHALL BE A MINIMUM OF GROOVE PANELS OR SOLID WI�OD BLOCKING BETWEEN SUPPORTS 3/4 " = I '-O " a d a o e e e � �_6 �� 48 BELOW EXTERIOR FINISH GRADE . � a e ° � DEGK JOIST a a a � e� �a a ° � � � WITH SIMPSON HAN6ER ❑ < ° TRENGH DRAIN D ALL FOOTINGS ARE TO 8E PLACED ON FIRM , UNDISTURBED , NATURAL SOIL OR PROPERLY F IAUOD DECKING SHALL BE 4 " TdcG WESTERN CEDAR OR REDVK)OD z RE ARGH. #5 ?.T 2 '-O " X � COt�ACTED BACKFILL , APPROVED BY THE SOILS ENGINEER BACKFILL SHALL BE PLANKS SHALL BE SPLICED AT CENTER OF SUPPORT MEWBERS WITH ADJACENT PLANKS � � � a � ° STONE VENEER m .--� a a e Q a COMPACTED TO 95 % (M IN IMUM ) MOD I F IED PROCTOR DENS ITY PER ASTM D1557 UNLESS SPL ICED AT ALTERNATE SUPPORT MEA�BERS EACH DECK PLANK SHALL BE SLANT - NA ILED (L ° � ° ' c RE : ARGH OTHERWISE RECOMMENDED IN THE SOILS REPORT . IF SOFT SPOTS ARE ENCWNTERED TO THE TONGUE OF THE ADJOINING CWRSE WIDTH Sd NAILS AT 24 " o c WITH ALTERNATE ° � < a d a a � a REMOVE SOIL AND RECOA�PACT WITH APPROVED FILL (RE SOIL REPORT FOR PLANK NAILING OFFSET 12 " . NAIL EACH PLANK TO EACH SUPPORT WITN (2 ) - 16d NAILS - 1 < � ' � ' e . a DESCRIPTION OF BEARING SOIL . ) STRAIGHT , 1 SLANTED . Vlt)OD DECKING SHALL BE GLUED IN THE GROOVE JOINT WITH 409� � < a � � o � J� ' ' . �� 4 � � ae ° a GLUE COVERAGE ° ° � a � � a • ' E MAX II�l1AMTVERTHCAL B IFTS IOR ASURECObMENDEDH IN ITHE SO I �LSNREPORT WREFER ITO � SO ILSH 10 . NON - STRUCTURAL ELEMENTS � s a � o � � r� � 7YPIGAL FOOTINC� • ., , � ��,�� � � REPORT FOR BACKFILL MATERIAL . �Z a < e a o a a � a r REINFORGEMENT a I a G . PREFABRICATED Wl)OD MEtrBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND ° a e t 4]. Y- F NO BACKF I LL ING SHALL BE PLACED AGA INST LOWER LEVEL WALLS UNT I L THE LOWER SHALL BE 'TJ I - J01 ST " AS MANUFACTURED BY TRUSS J01 ST CORP . � � " ° a BARS TD MATGH a n ° I ° � a LEVEL FLOOR AND MAIN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED CONCRETE ALTERNATES SHALL BE REVIEWED BY THE ENGINEER TO BE CONSIDERED , ALTERNATES ' � � �� ° °a • , < 7YPIGAL FOOTIN6 #6 AT I '-O " Z '-6 " SLABS SHALL BE PROPERLY CURED . SHAIL HAVE A LOAD CAPACITY IN BENDING , SHEAR , AND DEFLECTION EWAL TO OR � 4 REINFORGEMENT `� VERTIG�L #5x e GREATER THAN THE S IZE SHONN ON THE DRAWINGS . WEB BLOCK ING AND BR IDG IN6 TO GENTERED 6ARAC�E JOIST i G CENTER ALL FOOTINGS UNDER WALLS . COLUMNS OR GRID LINES UNLESS BE AS REW IRED BY THE JOIST MANUFACTURER � ' a I '-O " � ` RE - PLI�N OTHERWISE NOTED ON PLANS TENSION Ld � ° AT I '—(7 " a H LAM INATED VENEER LUb6ER MEI� ERS SHALL HAVE THE FOLLOWING STRESS #5 P.T I '-4 " � SOLID BLOGKIN6 H . CONTRACTOR TO PROVIDE , AT HIS EXPENSE , FIELD DENSITY TESTS ON COMPACTED FILL CAPACITIES FB = 2800 PSI , E = 2 , 000 , 000 PSI , FC = 750 PSI , FV = 285 PSI BUILT ° HORIZONTAL . , _ de BETWEEN EAGH JOIST UN ER FOOTINGS AND INTERIOR SLABS - ON - GRADE . A MINIMUM OF 2 REPRESENTATIVE UP MEbBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS � #6 AT I '-O " X � ` a 2X4 PLATE WITH TESTS SHALL BE TAKEN FOR EACH FOOTING AND SLAB ON GRADE CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1 /2 " OR 5 1 /4 " WIDE MEMBERS . T��' IC,QL ST� �'{�� p 6 " GMU VENEER , N a a ° POWDER AGGU/�TED I ' II I NOTIFY SOILS ENGINEER VWEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY BE � � • GENERAL �OOTINC� D � T,41L SIJPPORT (6ROUTED RE : PLP�N , „ a ,_ „ �--i--� N CTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE SOLID) ° I -O n FASTENERS AT 2 O 4 . SLAB ON GRADE A . ELEMENTS SUCH AS NON - BEARING PARTITIONS , ETC . ATTACHED TO AND /OR SUPPORTED � „ < BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECT IONS AND OTHER STRUCTURAL � � � � f � � I /^ #� AT I '-O " ° Y L4X4X1/4 WITH I I �l �/ ° 3/4" �X6 " EXPANSION M N S o 6 ° a ,4NGHORS AT I '-O" A . THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION 3/4" = I '-O " d a e , a a REQUIREMENTS TO THE GEOTECHNICAL ENGINEER . B FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET � ALL CODE REWIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE - a a e a a (2)-#5 GONTINUOUS a 15-#6 P.T 4 " B MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED TO ARCHITECTURAL DRAWINGS STRUCTURAL STEEL MEbBERS SHALL BE CONSIDERED O ° ° a < � EAGH FP�GE BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE ISOLATION DETAILS UNRESTRAINED UNLESS OTHERWISE NOTED ! ° < a <a FOR PARTITION WALLS , BASEBOARDS , PIPING AND OTHER ITEMS MAY BE REQUIRED � < a va a a ° (4)-#� GONTINUOUS < a � O REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE RESPONSIBLE MEMBER , • a , � OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE A ENGINEER 'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS . EXTERIOR STUD WALL Q I � I a � /� � a. d ^ WITH SHEATHINC� W RE - PLAN ° 5 . CONCRETE B VERIFY ALL OPENINGS THROUGH FLOORS , ROOF AND WALLS WITH MECHANICAL AND I I/2 " C-�YPGRETE V , < ELECTRICAL CONTRACTORS . VERIFICATION OF LOCATIONS , SIZES , LINTELS , AND RE ARGH FOR FINISH Q ° O A . ALL CAST - IN - PLACE CONCRETE SHALL BE MADE WITH TYPE I / I I PORTLAND CEMENT , STONE REQU IRED CONNECT IONS ARE CONTRACTOR 'S COMPLETE RESPONS IB IL ITY . FLOOR SHEATHINC� m `� AGGREGATE AND SHALL SATISFY THE FOLLOWING REW IREMENTS STRUGTUR,4L SLAB � � � � � � '� ( � a A / C . PR IOR TO INSTALLAT ION OF MECHAN ICAL AND ELECTR ICAL EQU IPMENT OR OTHER RE PLAN (SLOPE I y, ° ° �� �,.� CONCRETE ITEM F 'C MIX TYPE MAX W/C RATIO � AIR REQ ITEMS TO BE ATTACHED TO THE STRUCTURE , ENGINEER 'S APPROVAL OF CONNECTIONS TO DR,41t� < 3 AND SUPPORTS SHALL BE OBTAINED UNLESS SPECIFICALLY DETAILED ON 3/4" = I '-O " ° O FOOT ING 3000 ps i STD - - - - - - ARCH ITECTURAL AND STRUCTURAL DRAWINGS , RESPECT IVE SUBCONTRACTOR ^ �': �� °o ^ 0 : o» ° � 0•: o� • o � 0 : o� ° ° ° FOUNDATION WAILS 3000 psi STD - - - - - - SHALL FURNISH ALL HANGERS , CONNECTIONS , ETC , REQUIRED FOR INSTALLATION OF ° a � ��"°°^��`°""'��"`�� ° INTERIOR SLABS ON GRADE 3000 pS1 STD 0 50 - - - HIS ITEMS a a � < • � T/1 � V 1 EXTER IOR CONCRETE � 4500 ps � STD 0 45 - - - EXTERIOR STUD WALL a a O D PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL . � � WITH SHEr4THIN6 , • MAXIMUM SLUbP SHALL NOT EXCEED 4 " MECHANICAL , ELECTRICAL , AND STRUCTURAL DRAWINGS MISCELLANEOUS RE : PLP�N FOR e + , EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE FURN ISHED BY STEEL SUPPL IER REINFORGEMENT RE : ?�RGH F02 FINISH I I/2 " GYPGRETE < � l B . IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIDE ONNER WITH �D INSTALLED BY CONCRETE CONTRACTOR STEEL SHALL FULFILL ASTM A36 '� FLOOR SHE�THING ° ° v #SX3 '-O " DRILL AND ° STRUGTURP�L SL?.B a ° O � LETTER IND ICAT ING COST REDUCT ION AT T IME OF B 10 THE MODULUS OF ELAST IC ITY OF E PROV IDE ASPHALT IC MAST IC - COAT ING ON ALL STEEL AND V1l)OD EXPOSED TO THE EARTH . EPDXY INTO WP.LL WITH e FLOOR JOIST RE : PLAN � PLAN (SLOPE ALL CONCRETE SHALL EXCEED WC1 5 33 F 'C (OR 57 , 000 F 'C NORMAL WE IGHT 6 " MINIMUM EMBEDMENT a WITH SIMPSON H,4NGER TO DR�I � , a a � CONCRETE ) F . SUBM IT SHOP AND ERECT ION DRAW INGS TO ENG INEER FOR REV I EW OF ALL CONCRETE � 2X RIPPED TREATED : p ; oa • g : p•• o: • : p • o: • • : • o: • 9 a �1 �� � REINFORCING , STRUCTURAL STEEL , LAMINATED Wl)OD FRAMING MEIu6ERS , 1M1UOD JOISTS FLOOR SLABS ON GRADE MAY BE POURED IN CHECKER PATTERN � AVOIDING RE - ENTRANT ^ PLATE WITH /�cNGHOR '< � ' � ' ° ��� � ° e AND HEAVY T I M B E R F R A M I N G M E M B E R S . T H E M A N U F A C T U R I N G O R F A B R I C A T I O N O F A N Y I T E M S P R I O R ° < ° BOLT PER SHEARW?.LL � . a a � � C O R N E R S , W I T H CONSTRUCTION JOINTS LOCATED UNDER PARTITIONS WHERE PRACTICAL TO VIRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR . SGHEDULE � AND WITH NO OIMENSION EXCEEDING 15 FEET OR TOTAL AREA OF 225 SWARE FEET . . e � . AT LEAST 48 HOURS SHALL ELAPSE BEFORE POURING ADJACENT SECTIONS . G WATERPROOFING , VAPOR BARRIERS , WATERSTOP , ETC . , SHALL BE AS SHONW a ° 5-#5 ?.T 4 " E.4GH FAGE • d � ON THE ARCHITECTURAL DRAWINGS AND AS INDICATEU IN THE SPECIFICATIONS . RE : PLAN FOR � � � � ° �� � D SLABS , TOPP I NG , FOOT I NGS . BEAMS AND WALLS SHALL NOT HAVE JO I NTS I N A RE I NFORGEMENT -I � a a < e a r HORIZONTAL PLANE ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF H ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR ° -< ° ��' ./ a #5X3 '-O " DRILL AND � a I I /2 " 6YPGRETE S AN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE a s SHOVIN . ALL CONSTRUCTION JOINTS SHALL BE AS OETAILED OR AS REVIEWED BY THE a EPDXY INTO WALL WITH FLOOR JOIST, RE . PLAN ° a � ENG INEER 6 " MINIMUM EMBEDMENT °� ° WITH SIMPSON HANGER ° FLOOR SHEf�4THINE� � I ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE COORDINATED WITH AND CHECKED AGAINST • a a a d a E ALL CONCRETE WORK AND RE INFORCEMENT DETA IL ING SHALL BE IN ACCORDANCE WITH F IELD ARCH ITECTURAL DRAWINGS PR IOR TO CONSTRUCT ION . NOT I FY ARCH ITECT /ENG INEER a m ACI BUILDING CODE 318 LATEST EDITION , UNLESS NOTED OTHERWISE USE STANDARD OF ANY OISCREPANCIES ° ° 2X RIPPED TREATED PLATE ° < < � HOOKS FOR DOWELS UNLESS OTHERWISE NOTED . ALL EXPOSED EDGES OF CONCRETE ° ' •n WITH ,4NGHOR BOLT PER a ' a • WORK SHALL HAVE 3 /4 INCH CHAMFER J CONTRACTOR SHALL VER I FY ALL ASSUMED EX IST ING COND IT IONS . IF COND IT IONS ARE ° < b SHEARWALL SGHEDULE < ° a � I FERENT THAN ASSUMED , NOT I FY ENG INEER . a < . , 5-#5 ?.T 4 " EAGH FAGE 6 . REINFORCEMENT � A . ALL RE INFORC ING SHALL BE H IGH - STRENGTH DEFORMED BARS CONFORM ING TO ASTM �' a < A 615 , GRADE 60 EXCEPT TIES . STIRRUPS AND PLATE ANCHORS Y�HICH SHALL BE a � DEFORMED BARS , ASTM DESIGNATION A615 , GRADE 40 OR ASTM A 706 GRADE 60 ° ° a • ° ° • . p d � d d � � W I T�H�SI JMPSON HAN6ER ����I�sltnp��f{ B WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE LAPPED a a � Q ����j� ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER a a � �*�� 2X12 TREATED LEDGER � �a � ° WIITH 3/4" �X6 �" �. � C . POLYPROPYLENE FIBER REINFORCING SHALL HAVE FIBER LENGTH COORDINATE WITH a a a _ e e ° EXPi4NSION BOLTS /�T 8 " �� �' A ATE SIZE AS PER MANUFACTURER 'S RECOMdENDATIONS . AMOIINT OF FIBERS o A � SHALL BE A MINIMUM OF 1 5 LBS /YRD3 OF CONCRETE OR THE AMOUNT RECOMuIENDED a a d ad a BY THE MANUFACTURER VIHICHEVER IS GREATER d aad a e a r � � . D . RE INFORCEMENT PROTECT ION ° I/� " GLR ° � `,�+ � 1 CONCRETE POURED AGAINST EARTH 3 " ° o a � s � Q . CONCRETE PWRED IN FORMS (EXPOSED TO WEATHER OR EARTH ) 2 " a a a � ° a A llll t11 t ti E . REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH ° ea ^ / � TIONS 7 5 � 7 . 6 AND 7 7 OF ACI 318 � LATEST EDITION a a ` a � a e ` F . NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED 4 ° e ' BY THE STRUCTURAL ENGINEER LAP SPLICES , VIHERE PERMITTED , SHALL BE A MINIMUM ° e g. a e OF 48 BAR DIAMETERS FOR �!6 BARS AND SMALLER AND SHALL BE A MINIMUM OF 80 BAR � #� �T I '-4 " HORIZ. ° • DIAMETERS FOR #7 AND �8 REINFORCEMENT UNLESS OTHERWISE NOTED MAKE ALL Q , e a . a ReV1S1011S : BARS CONTINUWS AROUND CORNERS Np� ; a ° a e a G . PLACE TWn �5 (PER 8 " TH ICKNESS ) WITH 2 ' - 0 PROJECT ION AROUND ALL OPEN INGS IN N POST OOTING e ` � #5 ?.T 2 -O HORIZONTAL ' #6 AT 10 " VERT. � '° d^ ° EAGH FAGE OZ�Zg�Og PRICING SET CONCRETE WALLS , SLA�S , AND BEAMS . ALSO PROVIDE TNA �5 X 4 - O DIAGONALLY AT a a a ACH CORNER a a a a 04/11 /08 PERMIT SET � � ° a a aa ° ° a � RESPONSE TO H CONTINUWS TOP AND BOTTOM BARS IN WALLS ANO BEAMS SHALL BE SPLICED AS #5 ,4T I '-O " #6 ?�T 10 " X O �, ° #5 AT I '-4" �(ERT. FOLLOWS TOP BARS AT MIDSPAN � BOTTOM BARS OVER SUPPORTS . f�NGHOR BOLT (BEYOND) a ,� a • � a OUTSIDE FAGE OS�O�I�Og TOV COMIVD'NTS 7 . STRUCTURAL STEEL BUILT-UP STUD PER SHEARWALL SGHEDULE a a M V� P�GK WOOD POST � _4 ° ° . � A ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS RE: PLAN X ' '-4" 6 " 6 " � �� � �T � �-� �� ° STRUGTURP�L � �-a �� 6 VW ICH SHALL CONFORM TO ASTM 992 , (50 KS I ) , AND EXCEPT P IPE COLUMJS 1Mi ICH GONGRETE EAGH WAY R : AN SL.4B ON GRADE a a d . 2 d � : ��ar� �orz siz� OS/10/08 SHALL CONFORM TO ASTM A53 AND TUBE COLUMJS TO ASTM A500 , GRADE B , LATEST SLAB-ON-GRADE ° AND REINFORGINE� °° g � . ED IT IONS STEEL SUPPL IER MAY PROV IDE ASTM A572 , GRADE 50 AT H IS OPT ION ON 4" 6RAVEL BASE y.� �.�(_F. RE : PLr4N • e MISCELLANEOUS Eb6EDDED ITEMS SHALL BE A36 STEEL . RE : PL/�.N RE . PLAN a a � � a d a e a o d ° � ` ° � ° � � " i vz �� GLR. d i vz �� c�R. 07/15/08 CRAWLSPACE . ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT a #5 AT I '-4" HORIZ. CONDITION ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED � I� � a e � �a $ a OTHERWISE . o a e e a aa o d z � x x = x -` x =� x — -- � x — x = x �= x a C STRUCTURAL STEEL SHALL BE DETAILED AND FABR ICATED IN ACCORDANCE WITH THE � � �D��fo o • A � � ° . D Ey • �4� da a ° � e ° ° a a° ° e �_ o ' a #6 �4T 10 " VERT. ,� , ° ^ . <� a p . #5 AT I O � e d< LATEST PROVISIONS OF AISC MANUAL OF STEEL CONSTRUCTION • a O 'O , O O� a . e a '� QO��O „O" O O o d • a D UNLESS OTHERWISE NOTED , USE STANDARD FRAMED BEAM CONNECTIONS WITH STEEL � a � I � �� < � � ° a a . � ° < a, � � 9 #6 AT I '-O " 1/ERT. ° INSIDE FAGE BOLTS PER A ISC MANUAL OF STEEL CONSTRUCT ION ' TABLE I I - A AND /OR A ISC S IIuPLE ' ' ' e a SHEAR CONNECTION MANUAL WITH A325 - N BOLTS OR WELDED EQUIVALENT . SELECT 6 " RE PLAN 6 " I �I� � �a CONNECTION TO SUPPORT 609� THE TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN a a < a BEAM AND SPAN FOR NON - COA�POS ITE MEIu6ERS STEEL SUPPL I ER MAY SUBM IT � p�.�r( ° � ° ° Drawing Title : ALTERNATE CONNECTION DETAILS ACCOA�PAN � ED BY CALCULATIONS STAbPED BY THE � � � � ` � � I � � a° ° GENE REG ISTERED PROFESS IONAL ENG INEER RESPONS IBLE FOR THE CONNECT ION DES IGN � � � a � ° a #6 AT 4�� x ° RAL NOTES FOR ENG INEER 'S REV I EW � � � � � � � I � • ° I/� " G L R a A �m 3/4" = I '-O " � � �� ° 3 '-8 �� L�1.V L E A L L W E L D E R S S H A L L HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY 3 " o STANDARD QUAL I F ICAT IONS TESTS AS WTL INED IN AW5 - D1 . 1 ��4�� _ � �-� �� < a ° e FOUNDATION F . MINIMUM WELDS TO BE PER AISC TABLE J2 4 BUT NOT LESS THAN 3 /16 " CONTINUOUS a � � ° SECTIONS I LLET UNLESS OTHERW I SE NOTED . a a ' - STRUGTURAL � a #5 ,4T 5 " v • . SLAB ON GRP�DE G . FOR ALL BEAM /COLUMJ OR BEAM/BEAM CONNECT IONS , PROV IDE HOR IZONTAL SHORT FIRST POUR SUBSEQUENT RE • PLAN FOR SIZE SLOTS IN CONNECTION MEbBER ONLY (Wf - SECTIONS , ANGLES OR SHEAR PLATES ) POUR v a a ° < AND REINFORGIN6 PPLY BOND BREAKER 24 DIA. 24 DI ?�. a a RE : PLAN . , H . STRUCTURAL STEEL SUPPL I ER TO FURN ISH L INTELS FOR ALL MASONRY OPEN INGS PER FULL LEN6TH AND DEPTH I I/2 " X I I/2 " GONT KEY LOOSE LINTEL SCHEDULE OR AS SHOWJ OTHERWISE ON STRUCTURAL DRAWINGS ONE a a• � • e e • • � e a e OF THE JOI NT a #� �T I '-O " END OF THE LINTEL SHALL BE FREE TO MOVE HORIZONTALLY TO ALLOW FOR ELONGATION � a e a AND SHORTENING . � • . • e d � � • a A� ' 8 d � a a a ° Date. SL/� /� �/�V zzWZ —.� � x �� 7[ i �� X x a dx x a � � � � ° ed ' o d ° � O a I . PROVIDE TEbPORARY BRACING AND PRECAUTIONS NECESSARY TO WITHSTAND ALL � � (� O -� a Q e a a � #6 �T 10" X � � ° ' e CONSTRUCT ION AND /OR WIND LOADS UNT I L ALL F I ELD CONNECT IONS ARE CObPLETED - ' Z N � ° ° aa d , ° a AND PERMANENT LATERAL SYSTEMS AND DECKS ARE IN PLACE `9 � � � a <e a � '� a • < ° an ° q a a e a a ° a a ° a • , < a a a e e d d I �_� �� d � ° e a a a a d � O, a e � aa ' e a °d J . STEEL FABR ICATOR SHALL NOT RECE IVE ADD IT IONAL COIuP E N S A T I O N F O R S H O P (I)-#4 G O N T I N U O U S W-�^� �. (�LAT SHEETS ONLY) a e � � ° � d r ° < a a � ° ° � Project No : �IS� I DRAWING T IME FOR ANY REV IS IONS TO ERECT ION DRAWINGS NOR FOR ANY REV IS IONS EAGH SIDE OF JOINT �-O " MIN. PROVIDE HORIZONTi4L a - e° a � � a ° ° � a ° " a � ° ° � � #5 AT I '-O " TO P IECE DRAWINGS PR IOR TO ENG INEER �S APPROVAL OF ERECT ION DRAWINGS UNDER MASONRY WALLS � � KEYWAY PaT GONSTRUGTION #$ �4T I -O ° STRUGIURAL a °° ,° °a e ee •, e d a ° ° ° ° 4 °d a e a e 1 " SLAB ON GRADE a a d .a , e a ONLY < JOINT (TYPIGAL) ° ° � � a � d � d � Drawn by : �Cj � ° � Q � a � ANDPRE I NFO2G NC�E ' ' a " < < • ° < a o ° e a , a a 8 . NON - SHR INK GROUT. I I/2 " X 3/Ib " SAW GUT W.W �. (FLAT SFfEETS ONLY) N a N e a DOWELS TO M,4TGH RE : PLAN , a e a I � � ° HORIZONTAL a � ° a , 11=1 NON - SHR INK GRWT SHALL BE PROV IDED ° ° � REINFORGEMENT #� �T I '-O " �~ I �� �' Checked b ' 1 . BETVYEEN COLUWN BASES AND CONCRETE SUPPORTS . _ a ° o •a ° ° • a e • ° e d y • CC 2 . BETWEEN BEAMS OR BEAM BEARING PLATES AND CONCRETE � a � ° I SUPPORTS x � x —� x ex — x x� x a a a a � < _ 3 . GRWT SHALL BE COIrPLETE AND HAVE A M IN IMUM COA�PRESS IVE STRENGTH OF � � Q ° � ° a - � � � � d e • ° • a � #6 AT I '-O " X ! 6000 PS I PR IOR TO ADD ING BU ILD ING LOADS ABOVE � � �—I I I ��� ��� ��� ��� I I II I I �', I W Z ° a a e a < • a ° Sheet: a e < 3 �_0 �� m 0. J HORIZONT�4L 0 ° °a d ° •� ° °�^ e ° ° 9 �� NOTE THE SAW GUTTIN6 SH?.LL BE DONE AS SOON AS REINFORGEMMENT - A a ,, a , < e < A ALL FRAMING AND TRUSS LUA�BER SHALL BE DRY DOUGLAS FIR , LARCH , GRADED BY THE GONGRETE HAS HP�RDENED SUFFIGIENTLY TO � � �NPIG?.La a a e d ° v d e � 2_#5 WESTERN WOOD PRODUCTS ASSOC IAT ION AND CONFORM ING TO UN I FORM BU ILD ING PERMIT GUTTING WITHOUT GHIPPINE�, SPALLIN6, OR � d a � CODE AS FOLLOWS TEP.RING (BUT NOT MORE THAN 12 HOURS AFTER GUTTIN6) I < � � a � �� 2 " THICK - 4 " TO 6 " WIDE (WALL STUD ONLY ) STUD Fb = 700 PSI T`�'�' IC�4L CORNER RE PLAN AT I -O 2 TO 4 " THICK - 6 " & WIDER N0 . 2 Fb = 900 PSI GOI�ISTi�UCTfON /CO1�lTi�OL JOINT 1� � T ,4fL �E IN�Ofi�CEM�NT D � T�4f L RE : PL/�N • 5 " THICK - 5 " dc WIDER NO 1 Fb = 1350 PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE USES PRIOR TO � � � � � � ALLOWABLE STRESS INCREASES . � � � � � � � � � � q � � � � � � � 3 � � � � � � � � C� � �J 3/4" = I '-O " 3/4 " = I '-O " 3 3/4" = 1 '-O " 3/4 " = I '-O " CO 2003 SMA � � � I ,�`�u`�°��..��y`�� w � � . �3�� ���� ��'��������°� �,�� .���,���"���� � Segerberg Mayhew ,fi T.�ii` �wT sw, � �t».:.rn.4 rmro.:y .L c �,'.'°-"�-w f x �� �"k.����/' °y9".. , !� 25 '-8 I/2 " 18 '-6 " 13 '- I I I/2 " �'-°"'"`�^�,,,, � & Associates Arc rtects ��.> �-s v2 � \ \ � 22 �-8 v2 ° 3 �-0 ° 3 �-0 �� � o�--► V2 �� 4�� � P.C.-A.I.A. � � - - - � � � `� � ��. t�0 4 ' O " X4' O " XIO " 4' O " X4'-O " XIO " I �,, I '-4 " '- /2 '� 2O d �T FOOTINC� WITH FOOTINC-� WITFi I � � ( (4)-#5 E�GH WAY (4)-#5 EAGH WAY \ 54 O 3 HSS 4X4X3/8 �' i � [8�os �-o ��] r- — ' — -� si .o r — ' — — � 2 �-8 �� x 2 �-8 �� x io ° �3 HSS 4X4X3/8 [8�03 '-O "] � FOOTIN6 WITH '� � � � I � I � (3)-#5 EAGH WP.Y � ARCHITECTURE, ,��� � '` � —I— s � — I- - - - - - - � PLANNING, INTERIORS � I � � � �� pi� v � I�� �� ^ I � �� ���5�� I I ��` , (8ia8�-o ��) � � FOOTING WITH I I , „ Main Office : Vail CO a^'� / 8X8 POST L _ _ J �3�-#5 EAGH WAY - 6� P -� ) 8 X b P O S T i '�, Vail, CO 81657 ' [8Z 12 '-�i I/2 "] 6X6 POST L - - J '�"""°� , i 0 �r 1000 S Frontage Rd W, #300 � [8206 '-O "] � �,,,��, � 8 " [8207 '-7 "] (8200 '-O ") _ �_ �� � �� `� � ❑❑ Tel 970 476 4433 � � � _ , „ I � � — � [8� o ] r — I � [8206 -o J ��- �'�� ��,� Fax 970 476 4608 � �, WALL STEP ,� �I� � ,u,�. � ,�,, , �LdA �. I , ,�, _ – � " � - - 13 �� � Denver Office � � `� ' �'1 C8� IO '-5 3/8 "7 � N _ _ � r� � � � } k � � k,,,�'" � t�-- ��" - cQ � � �8200 '-D ") � k � � .f � �, — - - - - - - I ^ L - - — - - - - - - - - - - - - - - - - - - - - - — (8200 '-O ") L —II 8 00 '-O") N � o ;` . . .� - � V 12600Co1faacAve, SurteA- 140 SL-OPEs] � � � I - � Lakewood, CO 80215 � � � — ( � � �8� � � �-8 ��� � Tel 303 .623 3355 ,� ' p � -- � , -- --- t -- --� � Fax: 303 623 2262 � �� _ — - - — _ _ — - � -� _ _ - _ �'_ � C 2 O '- , ��� GON TE � tV �LF' L8212 '-4"] I ,� ry i ` i _ ���� info@smarchs com � S AI N 2 � 4" cQ —i — — — — — — — — — — m — � ' TOP OF FOOTINC� (8205 '-O ") � www smarchs com _� , I � '�f' �8201 '-O ") � I i FIELD VERIFY � FLL I `� �- - - - - - - - - - - - - - - - - -� I I L _ u� , - - - - - - - - - - - - - [ 2i �-8 °] I - � � - . , � — — — — — — [S� i2 �-8 ��] � : � [8� i � �-8 ��] :• i I ' r- ' , _ _ - --u----�-1- m � ���� f� I � . E---------,� - - � ' � � � `� `� � I • '- � - � � •. EXISTIN6 FOUNDP�TION WALL , ,, - - - - - - - - - - - - - - J L _ _ m _ _ (8zoi -o ) _ _ m m II � - - - - - - - - - - - - - - - - - - - - - � I AND FOOTINC� � � I io �-a 3i4„ , is �- i v� �� iq i8 �-o vz „ � 1 � � ' � i� � � 54.1 8X8 � � k I �D . r -J � �ii� r - - — POST � 8X8 I � I � I � 5 '-O X 5 '-O " X I '-O " POST � � I r •• - -� J � I � FOOTIN6 WITH (5)-#5 r — GRAWLSPAGE { _ I • ,--� � � , � I � EAGH WAY ( t I I � L8212 -8 ] � '- — — — — — — — — — — — — — — — — — — — — — — — v �.'� . .>>ZX x >� x x . � x '� � _ _ � � i � I � �� � �� �� I � 3 '-O " X 3 '-O" X 10 " - � � I ? , , _ c� � 4 -O X4 -O XIO ( I � , � �= I I ' DRILL /�ND EPDXY #5 AT I '-O " X 2 '-6 " HORIZONTP�L � = N � I FOOTI NG W I TH (4) �OT�NG-W I�HT-3,,--r � _ _ J i ,, � r N I r I 5��� NG � �� �pG� �RY I I EAG1-1 I�-IAY (8208 '-O ") L — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ WITH #5 PENETRATION INTO EXISTINC-� Wi4LL. � (V � � r _ , L _ _ � FOOTING J � (8205 '-O ") �b 0 � T � • TYPIGAL ALL GONNEGTIONS TO EXISTING WALL � I f I � �� � : 3/SI O FO I I � (8208 '-O ") STEP � � �. i � I < ' ' II STEP � I -6 � 6X6 H55 4X4X3/8 i �LL REINFOR ING N � �� � ��j , � W,4LL REINFO GING ��' I N RE : 3/51 O FOR I 1��, ��3 \�2 Q��, 1 I ` � - � POST 6 '-6 " X '7 '-6 " X 10 " 4'-O " ' O "XIO " � � � - - 'l y�. � � FOOTING WITH #5 AT FOOT�N WITH (4) `� _ _ (8212 '-�°IJ ' ` ", / �.� L ^ L - �n J GR,4WLSPAG 8 I '-O " E?.GH WAY #5 E G W?�Y I � L - - - i - - -11 - - - - - - J •. . . , ' � `�/�p�i / � � 0 �. � � (8208 '-0 ��� 54O � - - �_ �� � _ , �� �� _ - --- - - - ��� � _ � _ I � � i � I' HSS 3 I/2 X 3 I/2 X 3/8 w 4 O X XIO _ _ _ _ _ _ _ _ _ _ _ _ I 0 � ` � � - 0 ; 6 ' I/� " 6 '-2 " � _ FODTIT� ITH ( (V � r - -_ _ - , I � � � � :0 �� � f� � N FOOTING N �' 3 2X4 r - - - � r' -� #5 EAGH Y � L � O (8�08 '-O ") WALL � ,�� � i p� � dJ STEP � �� O HSS 4X4 � m � r � STEP � � � � C�j2 � i I `� �0 r _ , _ 2 - I I /4 l _ � � �� � � � N � ' � � � I I FOOTIN6�r- - - J n O � - - - - - - - - ^ ^ � \ WALL i ( I _ I - � �_ �� �_ �� �� STEP � �� � STEP � � - - � � ' � � � Q 4 O X4 O XIO �_ �� �_ �� � � � \ / � � � ° \ � 0 � �- 4 '-O "X4'-O "XIO" O I �LIER ( � 28 -�f I /2 � � �p � � #� E.4GH WAY (4) � � O " I O � � , „ HSS 4X4X3/8 \ _ - FOR TOP = � �� - i � �� � _ GRAWLSPAGE � O � �J � \ \ � \O ,, , „ � � � �i L - - - J FOOTIN6 WITH (4 � � - i - � � I _ J � � � C4 W I -2 � � it �_ �� #5 E�.GH WAY � �� OF SLAB � �� � �� � �� � � I �� � � � � N ! � I �i 3 I/2 -4 I/Z 8208 -O ) �8208 ) �'- \ � \ � p � � - � W�LL E � 4 -6 3/4 5 - I I 12 -�i 3/4 � � � d� � °� _ I � / � ,.:. " +l � � L8212 '-4° � - � rl� i � �\ �6p , �t I i � 0 � — — — � STEP � — � �p � �V' ./ �� � _ I - - - - - - - ( - - - - - - - - - - - - - � /� � ' I � 1 [8212 '-4 " ' � - - � - - I I I � ' � 1 N I � j� , �� � ' � � � � ' [a2 � z �-4��] I ! � -- , / I + E i---� � � � --- – – ----- I cmv � �.� 12 � � � FOOTINC� � NN � .. �j. �� , L - - - - - - - - - - - - - - - - - - - i �' - - - � , - �I -- --� - N FOOTING �,,,,. � 0 . .O � ' ^ a � ' I—' —T' — - - - - - - - - - ' - - - — - - - - - - - ,— ,—I � dJ STEP ��''' �540 � � � STEP 'C� � � � T .. - � �� � � �� 2 -O I � � (8208 -O ) I �, \ (8�08 -O � � � �,,��.� � I �XISTIN6 GRAWL SPAGE `�� - ` TFfRESFiOLD �` N [8221 '-O"] \ \ � \ , � �� .� , � ., s � >., �rL � � � - - - - J FOOTIN � -• I � 8 �� SLAB ON 6RADE N q � ( �`°� _ '�� AL16N WITH I U � ` WALL . �� ?i ��, �' \ � ��L � � - - - �_ � - - - - - �_ - - - - - - � _ � �� � 540 � ` "' O EXISTINC� WALL I I STEP ( `9 - 15 WITH #�5 AT I '-O " �" �' STEP ° , %D` ,�' � \ I .O � � ' � �j � L821 � I I 3/4 l C8208 O ) � 0 , „ 18 = (8� I 2 -6 _ - � '� NDERP I N I � �AG-�� WAY TOP � i 6 -b I � -� _ � � � � WALL � EXISTING W/�LL �\�' , � �� \ ,� � / 15 (V 540 � � N � �) 2X4 iND BOTTOM WP.LL � � STEP (8� 12 '-4 ") � , � ; �` � � d1 � _ � - - - — - - - - - - - - - - - -� O � ..�1' \ ' � � \� �� \ i , � Wp.LL 54 I 8 " SLAB dN C�RADE \ - - - -� _ � � •. � a � �� - - - � �� STEP f� , � � � , � � u / � STEP W I TH #5 P. '- ° I �0 � � � i ' L 6 -6 I 2 12 - I � , , 1 � �6 �' EAGH WP. - I � • , , ��� � � a _ � � t • � ' 4 � � �{ • � '�� � ^ � • � , .,, , �i , o�� � � � L - - - L L — - - - - - �8� i2 �-4� _ � . . , • � . : , • . ^ � � o � %' / � ��. �`O, ��4 \ �� \ \ � ��p STEP ING �ND BOTT , M (3) 2X4 � � � (V WALL � _ � O �8223 '-2 I/2 "l L8226 '-6 "] . 1 ^ .. - r � � � - ; � � L I 5 I m � I WALL ! WALL � . 2 � � / w�L`��o .��� �'�� —� � � \. ry � si o � � . I _ ' s�P � 0 �'� s�P m s-rEP � QQ 21 � ' 4") � � - STEP `\ >,\ � �3) 2X4 � � �� L - - - - - - - - - - - = - � - - - - - - - - - :. ` !"�� \ � � � \ L� J ( [ 2�f -4 I/4 l [8 29 -4 I/4 l � � r — — -� � WALL INC-� ' � � � `� � _ _ _ 10 '-O "XI6 '-O " FOOTIN , ^ \ WITH #6 AT 12 EAGH Y I � �� � �� WALL „ - � � � 6 8 - � �9 STEP � 15 � � � � � ` � ' /.�� R, � _ I I � • � \ � � `r � I '_p ' � m [8223'-I I I/4"l _ I 54.0 Q I I OOT � W?.LL IN6 � ' � � WALL \ . � �J 8212 '- II 3/ ' � ' NOTE : SEGTION � N STE . - _ _ _ � � � �' TOP OF 5 P�B � I 1 WP.LL �i � � I I STEP .. — — — I/SI O FO REINFORGIN6 \p I = � � , �� OF ALL F OTIN65. � ,, � - � I 4 FOOTIN6 STE�' m I i� N � ' � � RE SEGTI N 3/SI O FOR � � p �y � , - L — — — — — — — — — — — — — -� � I !� �I I STEP � _ � � I I W�4LL REIN RGING OF � � �� �"� % � - WALL �} 51 O � — — — — — � — — — — — — — � RLL SITE LLS. � � � '� / � r' / � P � TYPIG�L � 0 STEP � � '-2 I/� " � � STEP �I I I I � r -� � � � � \ ��" , � � I ! m [8235 '-0 '] � BOTTOM (mVI I I � FOOTING / (8212 4 � � � OF �p 51 O � � �J \� �/ / � j / � / I . . ' - I (ryV FOOTIN6 ul L �821�1 '-O ") J I ry STEP �`� ' / I � � � ` - �0 I I STRUGTURA . �� � O �E N. waL� , ' � m : : ,_ - �;, . _ " � - J � �r s���s . i R�� / p� STEP , 822-1 '-6 "7 ( 0 [8235 '-�i I /4"l L8236 4 I/4 ] (\V I �LL [SLOPES7 ! � / 6' �� � i FOOT � \ I 20-#6 VERT - I STEP [ 2�i '- ' WALL � � / � � �" �+P � I a. WITH DOWELS _ STRUGTURAL u� � STEP � / � � W - � GONGRETE �LL STRUGTURAL / S� WALL \� � �Q � O 2 � �� SLAB RE 53.2 STEP � GONGRETE (8�23 �_O �� � � / / � SLAB RE . 53 2 � STEP � � 8238'-q "l �0 51 O �O-#6 VERT I - - �8�23 '-O ") r" - � , � � �$ �@ _, , � \ N � W I TH DOWELS � - - - - � i I6 y$ �@� � . . � �' �� � � . . I - - � 54.0 � r �+`� � \ � - - - - - - - - - - - - - � �� - - - - - -� � � � [8234'6 "l ` 0 � '- " � • • L8235 - 10 ] r - I r[SLO 57 = �p � � � �,', "� � , ►,�e� � � � \ � � �821 � 4 ) - - - - - - - ( - � � � � � u� m I � � � m � � - - - - - - - J I m ,.. J � m � I � ,L..O �C4N ' 236 6 ■ - - � �� � �� I I � �' GONG TE �- - - - - - - - - - - - J � � � �� WALL 10 -O XI8 -O FOOTI N6 , „ ,_ �� STAIR i � �� � � � ,_ � � „ STEP WITH #6 AT 12 " EAGH WAY 5 -� _ � � � � GOMPAGTED �8��6 -6 ] � STEP ��? � - Revisions : � �� -1 SO �TIN6 � (8223 '-O ") / � ` � i u FILL OZ�Zg�OH PRICING SET � STEP ING \ � � _ 04/11 /08 PERNIIT SET � �� � � / '� �8��8 '-6 "� \ j �-- -. 8238' q "� — — — — — — � / � / � WALL � / Q � 3 '-6 " � ° � J '-O 3/4" �I �SP�NSE T� ,� , _ ' � _ _� _ - m OS/07/08 TOV CO1��IlVIENTS , STEP ' STFP c�I � � !- L - � �O �I I a LSLOPE] - - - - - - - - � o � � � �`LL OS 1 `� \ cv\ � zs �-o si8 �� i � �-8 �� srEP �-o v4�� a �-a �� a �-o �� ii �-� �i4�� / 0/08 N�\ N� � � � �-� o �� ' �OOTIN6 \ I I J \ / I I � I � I 07/15/08 CRAWLSPACE FOOTIN6 �� J I STEP STEP �P �\ _ � �� 1 O � T � � ��/ � � � � �l � � � O �` I �l � � � � O I �t \� � NI 1 N 1 V I/4 - I -O �` \ � � � � �OUND �4TION NOTES : \ � p � I � � � FOOTIN6 � �N\ `� I � b` � I . ELEVATIONS INDIGATED ON PL�.N ARE AGTUAL U.S 6.5 ELEVATIONS O' TEP � Np� � � 2 . [XXX '-X"] INDIGf�TES TOP OF FOUND.4TION WALL ELE\(ATION. " 'C� � � � � 3 (XXX '-X ") INDIG�4TE5 TOP OF FOOTING ELE�(ATION. � � °� � 1 �6 Drawing Title: �' a�a \� ' V `�° 4. GONTRAGTOR SHALL FOLLOW �.LL REQUIREMENTS OF PROJEGT LOWER LEVEL � �- FOOTING GEOTEGHNIG?�L ENGINEER. ` F OUNDATION STEP 5 . GONTRAGTOR SHALL PLAGE (3)-#� \/ERTIG.4LLY FULL HEIGHT OF � WALL AT HIGH SIDE OF ALL WALL STEPS HI6HER THAN 4'-O " IN �, ��$o � \ ADDITION TO WALL REINFORGEMENT SHOWN OTHERWISE \ 6 . i+�LL FOOTIN65 IN GRAWLSPAGES SHALL BE BAGK FILLED WITH GOMP�GTED STRUGTUR/�L FILL TO THE TOP OF THE FOOTING I '-�i 3/8 " \ � � MINIMUM, UNLESS NOTED OTHERWISE ON PLANS OR SHOWN ON � N SEGTI ONS. WALL � �� �, 7. FLOOR ELEVATIONS SHOWN P.RE P�T TOP OF SLAB OR AT TOP OF STEP �\ ��� PLYWOOD FLOOR SHEATHINE�. � \ 8. FOOTIN6 ELEV�+.TIONS SHOWN ARE M/�XIMUMS ,4ND MAY NEED TO N�� \� BE LOWERED DUE TO SOIL GONDITIONS. VERIFY GH?.N6E5 WITH Date : �1 �I ���S 0� \ STRUGTUR,4L ENGINEER. �\ \ �i . PL?.GE SLAB ON 6T?P.DE ON STRUGTURAL GOMPAGTED FILL OR � NATURf�L GR?.DE ?�S REGOMMENDED BY PROJEGT 6EOTEGHNIGf�cL ENC�INEER. 2 � � Project No : 7r✓- � 1 [8�39 '-7 "] � 10. UNLE55 OTHERWISE NOTED - ALL SLAB ON 6RADE5 �.RE 4 " THIGK � WITH 6X6 W2 . 1 X W2 . 1 WELDED WIRE FABRIG. \ � � II . PROVIDE GONTROL JOINTS OR GONSTRUGTION JOINTS P�S SHOWN Drawn by : �Cj V ON FOUNDATION PLAN. M/�XIMUM SIZE OF EAGH ARE/� SHALL NOT EXGEED 225 FT2 12 . GONTRAGTOR TO GOORDINATE ALL DIMENSIONS P.ND DETAILS Checked by : CC WITH ARGHITEGTUR�4L DRAWIN�S. 13. GENTER FOOTINGS UNDER WALLS �4ND GOLUMNS UNLESS Sheet: DIMENSIONED OTHERWISE ON FOUNDATION PLP.N. 14. REFER TO �RGHITEGTURAL DRAWIN65 FOR STAIR FRAMIN6 DETAILS ' /�ND L�NDIN6 SLAB ELE�/ATIONS. 15 . ALL SITE WALLS NOT SHOWN ON THIS PLAN SHALL BE BUILT PER � ARGHITEGTURAL LANDSGAPE PL?.NS, DETAILS AND ELE�(ATIONS SITE W�.LLS SHP.LL NOT BE GONNEGTED TO THE BUILDING UNLESS NOTED OTHERWISE. I6 . REFER TO SHEET 53.OA FOR P�LL EMBED PLATE LOGP�TIONS � PRIOR TO POURIN6 FOUND?�TION WALLS CO 2003 SMA , �—� � � ��� Segerberg Mayhew � � �� �� & Associates Architects � _� ��. u� ��k��g�"�`„�#��,�..�� P.C.-A.I.A. � . � � � ,, 3 HSS 4X4X3/8 , � 1 � o H55 4X4X3/8 51 ° � �°��,�,..�, AR HITE s4 0 `� C CTURE � ��� � �,��':k _ ��� ' �� , ���,� PLANNING, INTERIORS � � � --- -- ----- - - ----- --- -- - -- - 1# y y , , � � Y � 2 ,_S,k x ' 2 ,�8 „ x. ��„ , . . F � i�f i i , , �"� > ` FDO�IN6 WITH ° ` > ����.�c Main Office : Vail, CO i � ,� �� �.�»� 8X8 POST 6X6 POST � , - (3�-#5 � EAGH • Y ' _ � � � _ °*� � � 1000 S Frontage Rd W, #300 � �`'`°`�"""'�� . , bXb POST 8X8 POST �} � Vail, CO 81657 � I , � �,m .��� � N . B2 (2'-I I 2 " : (`l � ❑ ❑ Tel 970 476 4433 ,�, b � x ' ` ' TOP O� 2x� � '�`T X ' ' �! ❑ ❑ Fax: 970 476 4608 � � �� i I ,�� � (� I '-4 �� (V ° . I i .-.� �" 3�-1 .q:��- LV �� > . � , - SHEP�T�f1 6 n . --(31-I �'~L�f '� �, � r m m zxi2 x � �� )� � ;,�� � � � � �. ,� � ,, �� �,„�� ��� � : � ; ;� � 12 . � Denver Office ------ ----- ---- � � � ,�i �Y S � , , . „ � 12600 Colfax Ave, Surte A- 140 ; �„��,,.,,� �-�--y ° ` , ` ` , ' �'�,� `� Lakewood, CO 80215 � - — � � ;�,�--- 2XI2 ,�4T , - _�, y _,�. ..-,..-..� , �_. _._.--.---_-_ �- - -- - �-.,.._--._...T _----- - —�- - , � Tel• 303 .623 3355 � �,.-�,.'� � � � '_4�� � _ ---- _..—� -^� � ;----------- --- ---1 � �' � � ��..,,,� Fax 303 623 2262 i � � ' �.� - - - - -- _ - - - . � � � � ; � �� } 2xr2 Ar � . info@smarchs com i4 I '-4" � www.smarchs com � � ?� • f � � � { . § . . e . . . _ � ! � . . _ . , , m � ara^� . ... o � � > : + � �° - - �. -�- . �--�-- � . . . .--..�,�, - 4 ° k_ „--�.r-.n-,��, .--,--. t.�. . =�� :. 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RE : SEGTION 3/SI .O FOR � 51 O WALL REINFORGINC� OF % \ \ _ � ALL SITE WP.LLS ' " -� " 7 � 51 O / , � ; ; STRUGTURAL �" • • - GONGRETE SLAB RE 53 I ��N�il�i��or . , ; " .�����0 ���s � 20-#b VERT. ,��.�'�'c2�.� WITH DOWELS STRUGTURAL �� �;��Ca � GONGRETE �LL STRUGTURP.L � � 51 O SLAB RE 53.2 S-�P SLAB RE�53 � � � 20-#6 �(ERT. : ��" � . . WITH DOWELS I6 yy� , . . � � • '�a�Ar �`t ` - � � tun �it �� STAIR GONGRETE ST?.IR ON ReV1S1011S : GOMPAGTED FILL = 02/28/08 PRICING SET - 04/11 /08 PERMIT SET � j � RESPONSE TO - - , ' � _' , Segerberg Mayhew . & Associates Architects , � P.C.-A.I.A. � ; 4 \ 54.0 � H55 4X4X3/8 � ARCHITECTURE, ' \ � r��cz � ° P S � ^ � - - - - - - - - - - - -- - - - - ----- - - L ING INTERIOR �. ----- - -- - ,, , , . �'-- - �, - x b �'� � � , ` � ' :�xi2 �-r -oi� ' ' � � �A� HSS 4X4X3/8 Main Office : Vail, CO • � > > 1000 S Frontage Rd W, #300 54.0 � , _ Vail, CO 81657 8X8 POST 6X6 POST � , . � ' 8�23'-4 1/2 " ' ' (V ' � Tel: 970.476 4433 � DEGK X , � 6X6 POST SX8 POST F�• 970 476.4608 � _ '_ . . TOP OF , �� ; 3 14" LVL x ' �'�3) 2XI � , SHEP.THING ^ ) 2XI ��' `' 3 14" LVL i � �<>c.�! � ' } � . � m �-���x � � t 12600UColfax AveO, Suit A- 140 � ' Lakewood, CO 80215 I DU8 Q DU8 DU8 S4 ` - �' 8223 ,�6 ��2 „ ' DU8 ' Tel. 303 .623 3355 � . — ° —� �� _ �� — � Fax 303 623 2262 _ �' � TOP OF SLAB ' ' � � AT DRAfN � - i � - info@smazchs com � ' „ ' � � H554X4X3/8 � ' m � , {TYPIGAL OF 4) � f � � � ^ www.smarchs com �'f � , . � II 7/8 " BGI ' fq I ; � ' , 2Xf2 f+�T , }' " . (NV _ AT I '-4 " i . � , �XI2 �T I '-4" `' DUb ;-��`� `� �-i ' . �= „ ">� S9 � . • � ' � . . � � • , ' DU8 ; _� , . N s , _ — — — — 31 a =I�- " � cv � -�i-1 4"'t-- � . , F � . , � — I �-l ' ' " I �' ,�.�- �`,��'''�M' ��� � '- DU8 � �-, .-,, . I I � eK"^^". r"'�"'+i ,f+^u...n, s..•rv „w�,,.r.-e,,, �,c'r'.,_ s..q'"�,, n.n�' `. �sr"h,. F""a� rh"� �� f ♦ WVy " '�., ♦ `�.rY � I . I F I�J � t . t- . a I 'I w � f3) I I 7/b " LVL i i � '; '. ;, DU8 I HlJ H A°�;ER iI i � UP ONLY 54O 3 +Y���� � �y � ��.' 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WALL -*.....� -aee,...� a d a ° p118 c . 51 O a a , 4 v d ° ° a 82 '—ba I/2" d a , a � ... d Q '� v a a T P OF ° ° a , � d a 82�3 '-4 I/2 " � w a 510 Q Lr4B ° ° a a / ,o $ a � ° a a SLP�� W THR#6 A /�T DRA I NL� � � ° a I '-O ' °EAGf-b Y�AY a tl 2 LEDG 8X8 POST � ° ° � a a a Q o � ° / I - - a � � �� d d q d a d a O d / � Q Q a O � a d I ° ° a a d �1��I��It11 � , a a� � a ,�;;o�,4,p0 Ft� �y4, Y Q Q Q 2 ° ° a , a a 8�23 '-4 I/Z " � d d � �Q � � �� � : R� 51 O � d a � "FOf� OF �LA� a ° � � ° AT DRAIAI o °a sn i o a � d �° a °a a �6 �;a +�` `G0 a �r � � da O ���` �. - GONGRETE � ° � � , ��'i�e� �� «lty+ �` STi41 R ON o a GOMPAGTED a FILL Revisions : OZ/28/08 PRICING SET % � ` \ � ( � � � � \ � � � � � � � ` � � � � � � 04/ 11 /08 PERNIIT SET N i�4„ I i o ,I �( I �i RESPONSE TO OS/07/08 TOV COMMENTS UJOOD � iz,4MINC� NOTES : � 2 I . ALL WOOD FRAMINC� JOISTS SH�LL BE BGI 6000 7l'PE JOISTS i�5 OS/ IOIOg MANUFAGTURED BY SOISE GASGADE GORPORRTION ALTERNATES 51-tALL � � HAVE EQUP.L OR GREATER GAP?.GITY AND SHALL BE REVIEWED � 'BY T 'HE EN6INEER OF REGORD. 07� 1 S/OH CRAWLSPACE 2. L1/L. INDIG,4TE5 LAMIN,4TED 1/ENEER LUMBER BEAM, �S MA.NUFAGTURED BY BOISE GASGADE GORPORATION. ALTERNATES SHALL H?.VE THE SAME OR C�REATER GP.PAGITY AS LISTED IN THE STRUGTUR/�L C�ENERP�L NOTES. 3. � INDIGP�TES GOLUMN DOWN ONLY- MULTIPLE 2X FFZ4MIN6 NOTED ON PLANS. 4. � INDIGATES GOLUMN UP AND DOWN UNLESS IT BEARS ON GONGRETE W�4LL OR FOOTING BELOW, OR IT IS LABELED UP ONLY. 5 . < > INDIGi�TES TOP OF BEAM ELEVATION OR PL�.TE HEIGHT ELEVr�TION 6. �— INDIG�4TE5 TOP OF STRUGTURAL FLOOR SHE?.THING Drawing Title : E�E�,�T� oN. LIVING LEVEL 7 . HEP�DERS SHALL BE (3)-2XI0 UNLESS NOTED OTHERWISE ?.LL FR.AMING PLAN HEADERS SHALL BE BUILT OUT TO ✓ I/2 " (3 I/2 ") WIDTH BY ADDING PLYWOOD SPP�GERS AS REQUIRED . 8. .4LL GOLUMNS SHALL BE (3)-2X6 UNLESS NOTED OTHERWISE. �i . WOOD GOLUMNS SHALL BE GONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF TRIMMERS SH/�LL BE ADDED TO - NOTED GOLUMN 51ZE5 AS REQUIRED. I O. � I ND I Gp.TES I NTERI OR BEAR I NG WALLS. FLOOR JO I STS - BEf�RIN6 LOGATIONS SHP.LL LINE UP WITH STUDS BELOW. II ALL EXTERIOR WP�LLS SHALL BE GONSTRUGTED USINC-� 2X6 STUDS. REFER TO EXTERIOR WALL DET/�.ILS FOR ADDITIONAL Date : �� �Ir✓' ��S INFORMATION. EXTERIOR STUDS GAN BE SPAGED 2 '-O " FOR WALLS SHORTER THAN 10 '-O " . STUDS SHALL BE SPAGED I '-4" FOR WALL SHORTER TH/�.N 14'-O " AND TALLER THAN 10 '-O " . 12 .4LL BEAMBEAM AND BE�M/GOLUMN GONNEGTIONS SHP.LL BE Project No : -I �J� I MADE WITH SIMPSON STEEL PLATE GONNEGTORS UNLE55 NOTED OTHERW I SE. 13. RE : ARGHITEGTUR?�L DR�WINGS FOR LOG�4TION /�ND SIZE OF Drawn by : �Cj ROUGH OPENIN65 IN WOOD STUD WALLS 14 FOR ADDITIONAL DETAILS, FLOOR DIAPHRA6M NAILIN6 SGHEDULE Checked b �4ND PLYWOOD SHEAR WALL NP. ILING SGHEDULE SEE SHEET SI .O. }' : GC 15 RE • ?�RGHITEGTURAL DRi�WIN65 FOR HANDR�.IL �.ND STAIR FRAMIN6 DETP� ILS. Sheet: I6 . ?.LL EXTERIOR WALLS SH�.LL H�4VE GONTINUOUS STUDS FROM , FLOOR TO FLOOR OR FLOOR TO ROOF (INGLUDINE� RAKE W�4LL5) . 17. RE: SHEET 51 O FOR 6ENERAL NOTES. , 18 USE SIMPSON ITS HANC-�ER FOR P.LL FLOOR JOISTS U.N O ALTERNATES SHP�LL BE REVIEWED BY THE ENC�INEER OF REGORD � CO 2003 SMA � 3/I6 "X� "X2 " PL,4TE 3/8 " STEEL SADDLE FLOOR 4" I I/� " WITH I/2 " � THRU—BOLT SHE�TH I N6 WASHER f�T EAGH EXTERIOR STUD WALL IN HORIZONTf�LLY �� Segerberg Mayhew #5 X 2 '—O " � '—O " BOLT WITH SHE�4THING 1 I/2 GYPGRETE AT I '—O " � SLOTTED HOLE * STONE GAP _ - - RE : PLAN & Associates Architects I ►� P.C.-A.I.A. � RE . PLAN G � _ - a < � �e — — � (\V i e� < � _ _ — ° SEE 6ENERAL NOTES � s � � - - = FOR D I �PHRA6M AND � ARGH °� ° _ _ `t SHEAR W,4LL NAILIN� i <� � (2)—SX GONTINUOUS • • STONE VENEER ' ( ° I I/4" RIMBOARD I „ a RE : ARGH a 6 GMU VENEER SUPPORT a v • �� (4)-3/4 " � THRU— � (GROUTED SOLID) a ° � : PL,4N FOR I/2 ISOL�TION WOOD DEGK BE,4M i � ' JOINT BOLTS VERTIGAL I/4 SIDES � ° PLAN PLANNING INTER�IORS < 9 REINFORGEMENT a WOOD POST STRUGTURAL SLAB � o ° � • �( RE • PLAN 3/8 "X6 " PLATE ' s ° RE : PLP�N (SLOPE e , �ti°�- #5 AT I �-o �� Main Office : Vail, CO FLOOR JOISTS 1000 S Frontage Rd W, #300 TO DRP.I1� #SX ry P�T I '-4" � ; os • o 0•: � o � 0 : o"• ° o � 0•; � ° d e a' EAGH WAY No� RE : PLP�N Vail, CO 81657 a � ° ° ° a AT LOGP�TIONS WHERE TWO PERPENDIGULAR Tel. 970 476.4433 , '` ' � #� X 2 '-O " 2 '-O " BE,4M5 INTERSEGT �. 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PL�N � WITH 2X RIPPED TOP SOLID WEB BLOGKIN6 �II �II � � I PLATE WITH POWDER WITH I/� " � THRU—BOLT /�T , RE • PLAN V AGTUATED FASTENERS 4'—O " OR I/2 " � ALL— RE PLf�N AT 8 " THREADS WELDED TO BEAM WEB—BOTH SIDES RE : PLAN � � � � I O I �L I � � � � � I O I � I � • � � � � IOI�I 1 � � � C � f 01�1 � � 3/4" = I '-O " 3/4" = 1 '-O " � � � � � � I Y � 3 3/4" = I '-O" � 3/4" = I '-O �� 3 3/4" = I '-O" CO 2003 SMA � i ��l l ] \ GONGRETE TOPPINC-� STRUGTURAL SLP�B ON GRADE STBFENER RE . PLAN FOR SIZE AND RE • PL�N RE : ARGH REINFORGEMENT M?�NUF�GTURER FLOOR SHEATHIN6 .4T OUTRIGCER RE . PLAN I I/2 " 6YPGRETE �� �� �_ �� RE : PLAN I/2 X5 XI 6 ��BP.S�E PL?.TE Segerberg May eiw FLOOR WITH (4) I/� �X4 L�4E� ROOF � 2 e � ° a ` SHEATHING SGREWS (TOP ?.ND BOTTOM) SHEATHINC� 12 & Associates Architects � ' , e e i i � • PL�N � � : PL�N ��v � �`� P.C.-A.I.A. 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PL?.N STIFFENER OS�O7�Og TOV COMI��NTS � a , ;I I FLOOR MANUFAGTURER � a � � � SHEATHIN6 P�T OUTRI66ER 2 ° �p i ',�I RE: PLAN OS/10/08 i ° �' e RE ARGH 12 I �� IIII 12 �^J Q - a a � n e a � ° II��I � � RE : PL?.N O / / � �/00 CRAWLSPACE FLOOR BEAM RE : PLr�.N $ a � ROOF BEAM �� ' i i ! I �i � II � i . • G a a RE PL?.N i ' � � � SOLID BLOGKIN� i � 'il '� I ' � i � � 3/8" X 2 '-O " X I '-O " � 3 ,I � � ; �j � ' �I� I� � ` . � \ • � BETWEEN EAGH JOIST STEEL EMBED PLP.TE , SIDES i I' � II I, �I ,II WITH (6)-3/4 " � X 5 " 4 � ° 5/16 I ' BLOGKING P.T � � � � � . H A.S. 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'"°,...,t.�..... , 10 LERS T � AND LOCATIONS .! � �'�, , . ..... .... .. ... .. ......... .... ..m._...„__. .__.... .. . ...:.��.�� .E • - :��:�- � .. .. ...., � � i _ . o ? r� i' �"�: : . � � 4- 10 �-O� 2- fl , . 0 BE INSTALLED IN ACCORDANCE WffH NFPA ! a `• �i J . � ; . ........ ... ... ...�...,....... .., ; .... ,�_,<:.� � , ; , � , ' , e �o � LISTINGS A 13R, THEIR �......... .... ...... .. ... � a • 1 1 � 1L ' , cv = ..__�. '...�,. _ �..., r £ �,'°:;' { i •---: i ;,,, 3 ? � {� ; i . �� . , ND PER THE LOCAL AHJ. t� ,u.....�.. ....�.a,.�.�.�.�u.. � 1 i � , a: # ' �` • . :�...:��,;:. �. = r� � i � ' � � � 11 TFIE �... .ua� .C�E�. .m..�.....�..,�a�. ....�. � ;�.. � _ :,.<••�;�:;� .. � . . , � _ � : � O @ �. OWNER SHALL MAINTAIN A C i � .M,,.....,. ..��„a.M...,�... : 7 .. ._......,,..., z �: \/._''.�;s�,'•� ; , ,,. . : � ; , ; :� � � , e ` . � . LEAR 18" BEfWEEN TFIE CEILING AND _ � 4-2 _ . , _ .. � i � , ..•::... ' , . :, �� - O p 7 O � . �°; . : 2 ,. � ;..-•° 3 !/ �.... ... _......_ ; � a . . : ! , ...� •- � , ° .. . , '� THE TOP OF ANY STORA /�77 - ._ � {�°' : �_ , , : s _,:__.__..:..� _._..... ..... .� .. •. ..r � , .. � . . GE OR OTHER OBSTRU i g 5 4 � ��~`�:.: ; , . , s �+'`;:�� , � ,C� : . S\: .. _ � 1 ¢Y; . . � :; , .... v �\ ia, r � . VIIoNs � ^ ! _ � : -• a • e � ` ., ... .. ., .. ' / , i i �.. .,. : .\ `v . . °�.~~¢ '�° \� �J . .. ,. � a � \. .� .\�. \a a�a .. Z � . .. . D ESS P .-r an , � . ,�: ' �'.•; ,�`' � w �. '°{ i ; � � .. ;;; '° O � \ � :.�.�; �� �^. 's: ,. \`�� ° O � ��� ALL ACC ANELS FOR VALVE AND DEVIC A SIBI i : I I � ' � � _ ` ,. ' .�. .. �. . � � BE BY � ��� , , ; � � 2' � � E CCES IS , s � . �... ,,, _ � •`',�, . OTFIERS. �---: I = �€, �.. ..._.___ , � ' „���,'� . ; ;>..a '. ; '�. ' � ' � ` TO gN � N � _ , . �� ��� :._:°�� :_�� � .. . _ • , \ � � ; � °'�: ... _ � a , .. ,.. ._.., i \�� .,� :o � ` ,„....-. . , s. '\ � ,� .. � ' ` . . .. � 3 � _ �. ,� ��... . _ • , . .. ; 2 = : .o. �.� :' � ,,� : : . . , � ao _ ° CASTLE FlRE SPRINKLERS, INC SHALL NOT ONSIBLE � C,� ,• O � � ";� � _;...,€ , .. � ' _ `' ; �::, � ; ��..., ' ° ' ^ I � BE HELD RESP �� �;.'.>� .... ;;:��::-�::.,. �= , � : , � ';• :....,_, . . . ._. . ..., ,. ; � .. . .... 11iE NOTE � � � , � ... � � . � „ : , , �., as,:;::,_�: . , : � ' � �' �', � SHOULD • �' � J � e �.' �„ �..._ �. . � f = ��, . ,• os�s ,, s•:���� sr :�se , � :.� \._ . . D FLOW TEST VALUES NOT BE SUPPLIED AT THE .. ; ; .�. , i ' � „�: �....:. , .. • .. . . . ;� . .� •�. ;t . . � . -- , , . _.. . . . . .. .... OF CON � � � ;� 1 �.�• ,\ .�..� _ ; � .. ._ _, s,� ; _ ...� >., � � .r , r.. , �, �°�' .:..� � POINT . . � ;..,. • . ., > , �' ..,•..., i � � ��' _ .. _ .. , ;� ':..� _......,. ._ � ., - :` �.:� c .S.•`�.. � I:�. -��. � W , � �:t �. .� � _. `� : ° ... . . , � \ � f , ` \\�� \� ��� F DC�N NOW OR IN THE F'UTURE DUE TO THE ' .,,. ; € � � O 11...•e .... . '��' ..... • ' �\ ___ =_.i � � : ; . � • � Q ` � ; � . ;....__,, . ..___.. ``� POSSIBILffY 0 : � �-a ; C� . i .... ... ... ... .... .. ...; .,;_..; .__...___....- ��, : •' , _ � � 14 : , • :��� �• RIO G ' • •��� : �Q� : •�' ��, ; I , • . . ::; :.:� .... .. ..... .. . ... .. .... ..... ... .. ... .. ...:.____ ... .. . .°.,* ; : '�`C�` ;�p� � .;_" ,,":.:� ... IF FlELD CONDffIONS RESULT INWA CHANGE TO THE SH � � .:.. :. ....:.... .. .... .._. � ,--, ; , ..__ _. ._ .. .. ,. . � � I � ,_.:�: .. _ . ., .. .. .. ., ....�_, . ':.: •,'� , � '��' ° �Q. Q 6 � `�\ \ . . ALLATI OP DRAWING ' (� . .. i �..,�...,.m.� .:�.�..�.�;�.<._.�_.. ,.,��"�� _ ._. .. m _._. .. ,�'` • � ,. . ' , , �:.a . ARE C , � •- � ; � 1 � � � ' `� .. , "'' ; '' ; JQ -.� 3 � ON IN ANY WAY, C�ONTACT THE PROJECT ENGINEER TO VERIFY � ��.`. INST , , \\ :� :::� �:�:��: � � u.4- 7 � ....a�...�.�..:`.. ..... . ; __. . `; ? .. °:":. � ...... .. ......... . ; ? ER � ; ; � , o ° �. , . � : PROPOSED CHANGES PWWT W NFPA 13R REQUIRE�IENTS .--. � I , ° . ... , ' •°. :: � ° ;:,.. ., � •- ; : � : ..�:':° t N ` M .: �.. �:� .__ . <, _ ��_�• o - • . .> : �; :•� ,: . PLAN EuvD P ; r. � �'\ � � 7 � �l O ; ,�.� , a ....; ' ; � .. ... ..� r•�� � h0 ; :... ,,�-- -- .- ` � �e,, J 15 ALL SLOPED C ILl - i , € � 2 � /�� \ <��° NOTES ITYDR�4ULIC DESIGN I � {� `an.-�' . ;.. , ` . ; � �•- _� � \.,� � ;:;r.�. ..; ; � � E NGS ARE AT A 612 PfTCH U ' . ...F. . ' : ': �: �° �.: ; I � ; E > ::::, ., ? , , , � �..... , . .._._...�. .�. OTHERWISE ( ) �. _ .__. ..__. .._.. . • , ' � � ; �. __. .. ......-� ; r .t> ... .. � ; ; o, � �...__ _... _ „ _ ' '`; ; , .__.. �....__.� 1 ALL AREAS ARE RESIDEIdT�L UNO '� ? ; �` ;_� :.� ;•s•,•° , ' '' � i= ;� �• ��- :,. � , � ;, :. ' -,Z: " ' �� � �. __ , 2. ALL P S ARE � HAZARD UNLESS NOTED ` � � � �: - �. .. : e �: � `° , , . .. .. .. .. � ` � , , w .� :.;. >< ...__ �., .._ ._ LISTED ; � __ __ _ ' . .. ..__ , .._ .. , � � .. .`.., i J�� �� � , � •. . " 3 � LISfED MA7E ; IPE ELEVATION 0 6"ABOVE CEILING UNO SPECIALLY MATERIALS �� �� " �' PENDENT SPRINKLERS IN CEILING TILES ARE NOT REQUIRED TO BE THE FOLLOWING SPECIALLY RIALS AND DEVICES WILL BE : : : j i.., i� `N , � �.�.\ � ` e...... . s ' ' T� SHOWN THAT WAY . ,• , . . : , , , .__ ...�.. _..._.... _... _. : i ' . . � . ..�. ; i :� �.:; ._•' ..�, . �. _ �. _ • > �•. � ,._.. .. .. ,. . FOR SCHEMATIC PURPOS S ON � OJEC ' a. �.:`: \�: :- � ", . �� a ` , � , \` ""` \\ � } ` �y \ � \\ 4 TURES THEY ARE )SREUABLE MODEL RFC-56" RESIDENTIA.L, ,,_ ::• --.° .....--. .. .- .. ..-,--.-- --,. „ ; .>;� o,�: a ; ; ; � • t, ,�` E ALL PIPING IS Aa�QUATELY DRAINABLE EVEN IF ALL DRAINS ARE SPRINKLER THE SPRINKLER PIP _ _.. _. ._ _ , : , ,: ENSUR ._. ...___.. _ � •, , ;` _� ;, .. • � ��; ; ` � �.. : ..... ' � < , -�-` �-�`•..�.�..�.��....�.. �. �m ,��°" °� NOT SHOWN ON THIS Plr N RI�KLER � BEEN NDED CO HYDRAUUCALLY SIZED TO A110W h{�gN gp IS PRO,! TOT COVER A . ::....,�:: ....; .�. ... „ + a .....,_.. _. *.... . .. .. ... .. _ ,. ...,: _ .. .._ _ � � � 5. ALL SLOPED CEILINGS AR= AT A 6 12 PITCH UNO '"'" MAXlMUM AREA OF � ° ON MAIN AND LOWER LEVELS 16'X 16' WffH A MAXIMUM DISTANCE FROM ADJ,4CENT WALLS OF 8' MiNIMUM SPAClNG BEfWEEN , ' , ' PIPE TYPES AND INSIDE DIAMEfERS PLAN THESE SPRINKLERS IS 8� PIPE TYPE 3/4" � ° 1 1 /4" 1 1 �2" r 2 ,�r 3' 4• 5• 6» � N O RTH 1 L O W E R L E V E L � I R � ON MAIN AND LOWER LEVEL$ 14'X 14' WITH A MAXIMUM DISTANCE TRUE FROM ADJACENT WALLS OF 7'. MINIMUM SPACING BETWEEN I COPPER lYPE M 0.811 1 055 1 .291 1 .527 2.009 2 495 2 981 3 s35 - NORTH Fp-1 THESE SPRINKLERS IS 8'. 2 M A I N L E V E L � I R E � J COPPER TYPE K OJ85 1 025 1 .265 1 505 1 .985 2.465 2.945 3 905 - - � P R I N K L E FP-, - R LAYO UT S P R I N K L E R LAYO UT � : 1�4'- 1'-0' SQ.�- 2,418 S.F. 1/4"� 1'-O" COPPER TUBE HANGER SPACING UNDER 100 PSI � 1 /4" I SO•F'T.m Z,418 S.F. � PIPE SIZE BEIWEEN HANGERS TO END OF LINE AR�I-OVER LENGTH, I�IAX O � ' 2 ' 3 ' �J ' Q ' � 3 � L� SITE PLAN NO�ES I � �4�� � C��TION O� WORK TO BE PERFORME� � 3/4" ;�,,r 1 THIS DEfAIL IS SHOWN FOR INFORIAATION FURPOSES ONLY AND ffS 8'-0" (SSP) 3'-0" (SSU) 3'-0" (SSP) 1 '-0" (SSU) 1 '-0" '��:'::;<:':�::.:. PRESENCE ON THIS PLAN DOES NOT CONSITfTUTE ANY INCLUSION OF � � � 2 � 3 � 5 � 9 � 1 3 ' 1" S'-0" (SSP) 3'-0" (SSU) 3'-0" (SSP) 1 '-0" (SSU) 1 '-0' :°�:"::,:":_ °:':"':.�. UNDERGROUND PIPING INST `:'"'�':�;:":::>.:.. . .,:'��:, ALLATION THIS CONTRACT TO BEGIN FROM A FLOW TEST SU ::;::'i: ::�:,:_�;:,::�::='��"'°� :,•::-�• ._;:,:>a, :^:<::::.::€<`:>...,, � ��4 10'-0" (SSP) 4'-0" (SSU) 4'-0" (SSP) 1 '-0' (SSU) 1 '-d� MM,�RY FLANGE PROVIDED INSIDE BUILDING THE CONTRACTOR �- ___._` _ ..�,:::._:::_ :::'::•::,:::�:�i•::_. . RESPONSIBLE F r ^ �. � i .r -- ..._.d.__ � . 1 �/z" � ::::.�..::-:::__:_•:°:�:_�::;::.,:�`:::;::,:�::::;:>,::;:�:::s::;::�,���.:.:.:::....::.::^•,::..., OR � " � ° � . THE UNDERGROUND WORK IS TQ PROPEr�LY IN ::::::;:.::::::� ��_::.:�:r:::::°::::;":°°:.:':. �:� ::s ::<,_.::�:_.::•::. <..,;:• :::_;<;�,., STAL TE57 � �_ ° , , L, , AND FLUSH _. �l. L T�C'� � 1 of� - SP 5'- (SSU) 5'-0" (SSP) 1 '-0" (SSU) 1 '-0" TEST DATE• p THE PiPl�v P � - - - 4 G ER VAIL FIRE RE � � SC 200 ER U , 9 NF - E 2" PA 4 ... 2 ::_:_:::.::::.:.:::;:<:::::::: � .:::::__::_.':_:..:::.:.;. >`_��:::'::::> €_:::_::::::=:::�.: :�':::::�_ � I � . D PER THE LOCAL AUTHORffltS BEFORE ::.... .. :. . �:.. -.a. .::_:_.,:5':� ..::.e.:::.::...::.. ..:......v:::.:.::::::: ..,:;r=::;:�i:: 's:.;::_.. � 2 -o� SSP) 5 -0° (SSU) 5 -Ox (ssP) � �-o' (ssu) � �-�' �:::::::r:<.:.. DONE B • ANY CONNECTt CALC - . Y. 0 ULATION OF . , - . _ . ..............., ,� OF :.::-:�:.:..:. :::::::. .:: .. .,_.:•:., .. .. .... _......,.. ... _:_.;....:<::. :_. ... � CAjTLE FI ... ..._::,.::::::::: �:�:::- .:.:::::::::::...:a ..:::::.;::_::::;::,:?:. :::.;::<: :�<:::::<:. .:. :..<. �.a: RE PROTECTION � c RE ' SYSTEM DEt ICE„ ... , . . MO ' 2 �/2 '- '- '- � ' ;.>:_::;::'::: �,<��:.:.:- _...> :._;:...:..:. . .... ...::... . _:_.,.., ...... . ` ... .. .:...,:<.::>: ..s��>_::::> ::`:::;_>::::::>..::;:r t": :::c;::;-�... :::.,::::a;;<�:t::_::�:•:::�;":,.. / _ 2 CONNECTION IS TO A CIRCULATIN 12 0" SSP) 5 0" (SSU) 5 0" (SSP) 1 -0' (SSU 1 '-0" ' :�/ETP:r � . r r� t � :.. .. .. ... ... .... G MUN / SJ 1 �...�:...•'.�:::::�..;<. :� •��.::.; ::�. :.:�:.�:::I:�•-':?• .� �...:::�.:::::<:��:' .:. :�:;:::::;:> ...,::;<::::,•�. .�:::::::...�.;. ..M` EA,CL� . �eR 4�� S . ICIPAL YdATER SUPPLY SYSTEM. :::: :.. .:::: :> ;::_,::.__:_. >:, .:: ��.::...., .> 3 . . WATER DING ::�::::::�:::::::::.::.::: ::::::..::.:::"�_:::_:::�::°:::_`:`=..=_� - . FLOW EADS , .,_; •.. :::�•_:.:: ..:;.. ::::.:: .....:,.:<°:'::::: -:::: ..,:::::�:.:::��:�a..::�:_:�'s�,::::�•::::<.'s`:-°:�::; .� . :;»_::_:� f3ERATED BY 53 32� PER VAIi FlRE THIS LEAl�'S � 12'-0" (SSP) 5'-0" (SSU) 5'-0" (SSP) 1 '-0' (SSU) 1 '-d' STATIC PRESSURE: g5 •• � _~ ,�, PSI .:. � .. .. . .. . . .., .. .. .. , LATED TO 0 10 4 GPM P . .. .. .. _ . .. . . .. :... ........ ... ... ... . .. . . _..._ ... . . .... 2 i � .656PSI S FT. .s; � '_:<:::::::::;:���:::€:>::;.:?::. ..:::;;::.::�,�:_:.> . �:._:,s.. _.,:::.�•::::�•.: ::::s�:.;_::::. <:.�::;:�::: .: ::.�::� • RE .. _... . ; �,,, SI�UAL WH,LE FLOY��NG 829GPM. :::.:_:_,:' ..'�"� s :_::�»'::: :,::i;: :>_'::°:: :::;;::°•:":::::....: .::i::'. ::_::;; `�:..��..;::,..<::;i_":::>.:<::>:s... . , ... .. _ . RESIDUAL PRESSURE. 80 P51 � '� ..,:. ..�... ._ . .... ..:. ...... :: ....... <..... :_>.. ._....... ....r:_s:,_:. . . . � .. .:::...°_::::;�::.... . .. . . _ • . . . ..... ...:. .:::::::::i`:: •`:.:::_:::�_:::.._:: .::�:::::::`ii: ';:.:_i_ ;: <:::i::": <::.€'.:�:':�:�.;`::'.:i`�::;::-:^i:;:�':€.�::��,.^ s ��. FLOW GALLON ��:, .. ...;.. ::::: .. � .., :>..:.. ... .. :: .>_.. r.. .::>... ... -.>' _::;.. ,�::::>. � ,,h ? < ♦ /4Ca�. � ....V P . .:. , �. . G M .. .. ... .___:.;... .>.<.. < <:..:.::..::.........: . ...:::.. .::>... . . .:... .. .. .._. .. . . ._. ._._::::,;�. .>.._.._. . , ,.:;:::� ..... . .........:.....:.. .. . . . . >..:�:.. :::.. . . . ..._. • . ... . _........ .. ._ ..... .. ..._.,. , .. . . . ,-::...,:.. .��:::...:...:. ........... ..... .... .. . .. . - . ...:: .....:.... ... .. ................_.... ._ .. .. . .> ,:.......:. . ...;.. ....., . •:• : � •.;:::�... ......::....;: _...__--;:_.:::_. ....:...::.;.:::::,.... ; , , .:;�.::. :. : • OUTLET - �:::"' Q ` ���. 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BOX 1393, EDWARDS, CO 81632 APPROVAL• VAiI FIRE T -�- GROOVED COUPLING � "� EARTF{QUAKE BRACE SPRINKLERS SYSTEMS ARE � RELIABLE -ftF�6- � � � ISSUE DATES: RA0612 WHITE 1 /2 4. 4 155 SEMI-REC NONE 4 P R O J E C T N 0: ; 0 5 0 4 4/23/2009 APPROVAL/INSTALLATION � DELUGE VALVE RISER � INSPE C T O R'S T E S T -� P I P E U P INSTALLED. � � O H Y DRAULIC NODE REF. c S C A L E: AS NOTED '� C H E C K VALVE � 0 # 9 3 8 ; ri ' _ POST I N D I C A T O R V L V = � P I P E D O W N �X'X'A FF ABOVE FINISHED FLOOR �::..w � �" :.... � :.• � J� CASTLE FIRE SPRINKLERS INC � ; �s{, ,.M ..:� ...., �� , ;>;..:� ` CHEC ED BY: E. SCD.USHANER `.�:.�.., � \���� \\\ RESIDENTIAL � ERFLY VALVE [�av SIAMESE FIRE DEPT. CONN. [LXX] LINE NUMBER , �X'X' BBD BELOW BOTTOM OF DECK ���� ` ER 7 „y.�,�f.,. :�: , .�,...j4 \ , a�;:. ��....:�<,�2� . P . O . B �::����.:::���:��� � �.:.��. .: � ���:- ::;� SPKR ON SHEET: 77 FIRE SPRINKLE TROL VALVE -er SINGLE FIRE DEPT. CONN. 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