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PRJ05-0285 B06-0059.pdf
,:;;;;. ;:;<: ,�>;. »«:::>:<:, : ,� , > `,� . ::: :::»: � :::. :.ea:::� : .:::::. :::::::::::::: ::.::::..:::::.::::: � � _ : � � r� .::::::::�::::::. .::: ...:::� :et� ::. � . Arch � tectu re . ; . _ . 1457A South Pearl Street Denver, Colorado 80210 - 303.759.9660 � n r � v a � o o ra o u � e / infoC�seangarrett.com www.seangarrett.com ,� ` _ Architect/En�ineer Stamp: � �, _ ��� �r��� . . �� '�,� . . .. . � . . � � . . � . �:. . � � . . . SEAN M. . � • ' � � � � �� ' �r GARRETT '� . . . P�a�� 203�63 � . . . , , .. ' , � . � � • .; . .. • �. . � � . �' Gommu�i�y Develo me ��� �� � , . ' ' � � � � ' � . � �. .�. �'• • ' : . • • . � g af tt�1"It __ P nt Dep�d .. . .�. . . . . .. . . . . . '���QF�j uildin S ety and Inspection Sentic� Fj� ��'`� . . . . ' ' • ' : . . • ' ' Se l� ��' � S'�(� �RG � • � • ' � � ----...,......Internationaf � • . • . :: . . . . • • •• � • • � . . . . . . , , 8uild�ng Code/Internat6anal Fdes6d�ntial . . , . .. aoo t� . . . . ... ... . . . . .. . . . . Code Validlty of permtt The fssuance or gran'ng o�a pem;it shatl • ; . .. � . �ot be canstrued to be a parmi#for or an approvai of,an vio�aticn o �/J� , , . , . . . . . . . • . . , . .. . . , . •..: . ' an of the rovisions of this cod •., , . . . . . Y R s or of any other ordinae�ce cf r,;� f �/ Vr � . � � � , jurisdiction. Permits p ,• ' O .. . reSUming t0 giv�authority to violat�or c4<�;v!th� . • •' Provisions of this code orother ordinances of the jurisdicticn sh<:'�r�t b � . • •• � . . . � vafid. The issuance of a permit based o nstruction docume; "nd . . , , . , • , ather data shali not . � � ' � � P nt the buildin"' . . . . . , .. � affi ial fro � • �., � ,. 9 m requir�n�t., � 1�1 � �„ ; • �. . . • . , . �orrection ot�rror� the c`nst�ti6n dac ments and ot rt�_ ° , • buildmg off�cia!is a� . her�k.a, �he � �S ' . Stntcture where in " to reu t occupancy or us�c�a n � �i' ,.�,� '� ; , . .: � • � � . � � �riolatio fiis de r of any other ardm ces of W . . ' �' , ; , . s ic ion this juri d' t' , a � !3- . . , . . . . . . • , '. : . . , y� U � � � . � .. �LANS EXAMINE , DATE: �•��'�� oc � � •� . � � � � � tJ ' . . � � � a . . � . . � � � ' • •' W � � ' � �.� �; ; _ , -:, �' : ; : : : ����.���� • ♦-���^ 4� _, �� , -_-_, ,�_,�-�; ����1�l'1� Subjecfi to inspection and Ccmpfiance fo all � T V I , �1��(���_',�;(�� relevant Rdapfed Buildmg and Municipal Codes. . _ � � Ghanges in P�ans MUST be a r ' � � 1,n � _�'� � �/'��� J ,���L PR aved. � ;�L��,=�<'���-- pr� ��. Date � � �;c� �Sc�, Cad �� QG�y�,,,C, Q�����--�,� o e: ZQ 3 -r �_ � � . �`�r-,�����_����(��:�_ �._. ; � Colorado �nspection Agency n, , � � _ . � )�a���[�������j( (��}Ga~ UO�iZ7 t � W p�p � ;��---�i�`-����,�(`��� �'�« v J � � I`��D� i��c.fl - o o s`� ... .�� _ O � , ;��� , ,,, �s _ �.. � . . _�,� _ _�.� _�..�.� ��f � p �� '�► �ir� p a_.,._._ S r� 1�ll. � �,:►�►� W•�t S' � � N ��� 4� � � -� o � . C��N���4�. 1�lOt�s S1'1�1330�5 D�?�4l�JINC� J�f gt ��OJ�Ct t��41`°� �fi�OJ�Gt ��4t�4 � m 0 � � D�SGRIPTION: RENOYATION � A�DITION TO �XISTING �la'Iq� DUPLEX RE5IDENG� I. THE 6ENERA�L GONTRAGTOR 15 RE5PON51BLE POR ALL I I. THE GONTRAGTOR SHALL PROVIDE ��G�""�I t�Ct����. OWNER UNIT A Q� U 1-HR RATED �������������� DOU6 � NANGY LINDS�Y � -`� � WORK SHOWN ON THESE DRAWINGS AND - GOORDINATION BETWEEN ALL PARTITION ZONING: TWO-PAMILY J ' SPEGIPIGaTIONS UNLE55 SPEGIFIGALLY NO'I�D SUBGONTRAGTORS AND TRADE5. AOJ TITLE 5HEE1' D.H. LINDSEY GOMPANY - OTHERWISE. A0.2 �XISTING 51T� PHOT05 304 INYERNE55 WAY 50UTH a Q ; R�MOVE EXI5TING . � 12. THE GONTRaGTOR WI�RR,4NT5 TO THE SURYEY SURVEY ' EN6LEWOOD,GO 80112 GONSTRUGTION TYP�. 2 5TORY, WOOD PRAM� � � GONSTRUGTION 2. THE GONTRAGTOR SHALL YERIFY ALL EXISTING OWNER AND THE ARGHIT�GT TNAT ALL DEMOCISH ITEM - AI.O 51T� PLAN TEL: (303I 843-qllb I N5 DIMEN510N5 AND � ARGED 51TE PLAN GONTAGT: DOUG LINDSEY OGGUPANGY: R�51D�NTIAL - TWO PAMILY DWELLING GONDIT O , �LEV�TIONS BE�ORE MATERIALS AND EQUIPMENT FURNISH�D AIJ ENL . , � � PROGEEDING WITH TtfE WORK. WILL BE NEW UNLE55 OTHERWISE .� AL2 GRFA GALGUL�4TION5 � � �� 51'EGIPIED AND THAT r4LL BE OP 600D � � WALL TO REMaIN OWNER UNIT B REQUIRED SEP�RATION: I-HOUR R�TED FIRE RE515T�NT; EXISTING, UNDISTURBED � �� RIGH � GHRISTIE ANDREWS M 3. DO NOT SGALE DRAWIN65. QUALITY, FREE PROM F�4ULT5 AND D2A LOWER L�YEL DEMOLITION PL,4N _ , DEI�GTS. n REMOV� DOOR D2.1 M,41N E1/EL DEMOLITION PLAN 8314 �,45T PONDER05A DRIVE LOGP�TION ON PROPERTY: �RONTYARD 5ET-B�GK - 20, MIN. � OR WINDOW AND �' PaRKER,GO 80138 51DEY�RD SET-BaGK = 18', MIN. 4. ALL DIMEN510N5 ARE T0 EDGE OP PRaMIN6, PAGE OF DEMO DOOR - - }�-� D2.2 UPP�R LEl(�L D�MOLITION PLaN � � ' GONGRETE OR MA50NRY,OR GENTERLIWE OF GOtUMNS, 13. IT SHALL BE TH� RE5PON51BILITY OP THE OR WINDOW - - - �R�4ME 1"�L: (303) 34�i-5521 REARYARD 5ET-BAGK = 15, MIN. � 50 PROM �, OP WA1'�R GOURSE Q� , T D2.3 ROO� DEMOLITION PLAN UNLE55 NOTED OTHERWISE. ,41..L DIMEN510N5 NOTED AS GONTR4GTOR TO LOGATE ALL EXI5TIN6 GONT�GT: RIGH ANDREWS ' "GLEaR° 5H,4LL BE TO PAGE OF FINISH. UTILITIE5 WFIETHER SHOWN FIEREON OR NOT ---EXI5TIN6 WALL` RE,4: 5� GFRr4 GA�LGUL�4TION5 � ,4ND TO PROTEGT TH�M �ROM DAMAGE. NEW WALL ,42A PROP05ED LOYVER LE1/EL PL,hN aRGHITEGT MA�X. BLDG. A� 5. ALL GONSTRUGTION SH,4LL GOMP Y WI H A2.1 PROP05ED MAIN LEVEL PLAN SEAN 6ARRETf ARGHITEGTURE, LLG L T THE THP GONTRAGTOR SHA�LL BEAR A�I.L �LUSH PINISFf MAX BLDG.f-fEIGHT: 33' TO RIDGE, MAX. � APPLIGABL.E EDITIONS OF THE GODES LIST�D IN EXP�N5E5 OP REPAIR OR REPLAGEMENT �°�2.2 PROP05ED UPP�R LEVEL PLi4N 145't 50UTH P�aRL STREET,SUITE A "PROJEGT D�4T�4° AND / OR APPLIGABI� 60VERNING IN GON.lJ1�lGTION WITH THE EXEGUTION OF a2.3 PROP05�D RDOP PLAN DENVER, GO 80210 � ' NEW TO EXISTING, TEL: (303) "15�1-4660 GLIM�'TE ZONE: 15 (IRG TABLE NI102.1) � ORDINr�NGES UNLE55 NOT�D OTHERWISE. THIS WORK. ALIGN � � A1.16N PINI5H�5 A3A 50UTHEAST BUILDING ELE/ATIONS �AX: (303� 362-5'i68 BUI DING EL�1(ATIONS �mail: sean�sean arrett.com MAX. GLA�ZIN6 U-PAGTOR: 0.35 BTU/(hr s ft da : �) 6. 11"SH/�LL BE TIiE RESPON5181LITY OF ANYONE 14. THE GONT'R,4GTOR SHALL BE RE5PON51BLE a3.1 NORTHEP�ST L g q, g � � SUPPLYIN6 LABOR OR MA'T'�RI,4L5 OR BOTH TO BRIN6 FOR GOORDINAtTINb HIS WORK WITH ORIETITaTION A3.2 NORTHWEST BUILDIN6 ELEYATIONS GONTAGT: 5PI�1N GARRETT, Ala NoRr� n,�ow �4�'� I C�4�3 GOt��g , TO THE aTTENTION OF TH� ARGHITEGT ANY EQUIPMENT SUPPLIED BY OTHERS ANfl/OR RE�RENGE A3.3 50UTHWEST BUILDING ELEY�4TION5 ' (PRO.JEGT NORTHJ � �� DISGREPANGY OR GONFLIGT OP THE GODES AND TFiE THE ONWER. ` xoRr++ STRUGTURAL ENGINEER GONTRAGT DOGUM�NTS. A4:0 DEMOLITION 4 NEW BUILDING SEGTIONS 5TUD10 NYL ALL GONSTRUGTION 5HALL GONFORM TO THE POLLOWING GODE5: Limits of Use: ' 15. GERTAIN ITEMS OF EQUIPMENT OR S DIREGTION OP A4.1 DEMOLITION +E NEW BUILDING S�GTIONS 5370 MANHATTAN GIRGLE These documents are instruments of the '' 7. REFER�NGE TO aNY DETAIL OR DRAWIN6 IS �OR FURNI5HIN65 MAY BE �URNISHED AND �LEVATION A4.2 DEMOLITION � NEW BUILDING SEGTION5 `-'��� 2O� 2003 INTERNATIONAL BUILDING GOD� ' ' r f ssional service shall remain the ' GONVENIENGE ONLY �4ND DOES NOT LIMIT THE INSTALLED BY THE OYVNER AND aRE I BOULI7ER GO 80303 Architect s p o e , INTERIDR ELEYATION A ' DR,4WING NUMBER , 2003 INTERNATIONAL RE5IDENTIA�L GODE APPLIGaTIDN OP SUGH DETAIL OR DRAWIN65. INDIGATED �45 N.I.G., OTFIER I1�M5 WILL BE T�L: (303) =✓58-314=✓ property of the Architect, and are for the sole RE��RENG� A5.1 A5A D�MOLITION d NEW WA�LL S�GTIONS 2003 INTERNATIONAL PIR� GODE use and benefit of the Owner.They shall not be FURNISHED BY THE OWNER FOR SHEET NUMBER I D�MO ITION � NEW WaI.L S�GTIONS PAX: (303) 440-8536 2003 INTERNATIONAL MEGHANIGAL GODE 8. DISGREPANGIES IN THE DRAWIN65 OR BETYVEEN THE INSTALLATION BY TH� GONTRAGTOR A5 '�' �' used by any other person or entity without prio Ha.2 DEMOLITION +E NEW WALL SEGTIONS GONTAGT: GHRIS O'HARA, P.E. 2043 INTERNATIONAL PLUMBING GODE written consent of the Architect. Unauthorized DRAWIN65 AND AGTUAL �IELD CANDITIONS SFfALL B� WORK OF THIS PROJEGT aND aRE EMO ITION �E N�W WALL 5EGTIONS 2003 INTERNATIONAL FUEL GAS GODE of these docume�ts in whole or art shall REPORTED TO THE ARGHI'I�GT. GORREGTED DRAWIN65 INDIGATED A5 �`OWNER pJRNISHED, DRAWIN6 NUMBER p ' PS.3 D L use , �, A5.4 DEMOLITION �E N�W WALL S�GTIONS 2003 INTERNATION,4L ENERGY GON5ERYATION GOD� not create a cont�actual relationship with or OR INSTRIK.TIONS 5H?�LL BE 155UED BY TFIE ARGHITEGT GONTRAGTOR IN5TALI.�D (O.�.G.la EXTERIOR ELEVATIDN � p5,5 DEMOLITION �E NEW WALL SEGTIONS - 2002 NATIONAL ELEGTRIGAL GODE cause of action in favor of any third party ^ ' t'RIOR TO GOMMENGEMENT OF SAID WORK. REFEREhIGE THE ARGHITEGT P�ND HI5 GONSU TANTS A3.1 EET R �.6 UNIT 'A' �IREPLAGE TOWN OP YAIL DE1/ELOPMENT STANDARDS HANDBOOK against either the Architect or the Owner. Ib. L SH I�pJMBE q. THE GONTRAGTOR SFfALL GIiEGK AND VERI�1' S1ZE AND WILL NOT B� RESPON5IBLE �OR f1NY . LOGATION OF DUGT5, PLUMBING RUNS, AND MEGHANIGAL AGTION TAKEN BY ANYONE ON TFIE A6.3 LOYVER LE1/EL R�PLEGI�D GEILING PLAN Phase. �QUIPMENT WITH MEGHANIGA�L AND PLUMBIN6 PROJEGT IF THAT PERSON 15 A6.4 MAIN LEVEL REFLEG'I'�D GEILING PLAN t� � DRaWIN6 NUMBER P+bS UPP�R LE1/EL RE�LEGTED GEILIN6 PLAN ���' �eSl f'1 �eV2�0 f71ef"lt � GONTRAGTORS BEFORE CANSTRUGTIK6 WALLS,PLOORS, ' KtyOWLED6EABL� O� ANY DISGREPANGIES, �GTION REPERENGE �ti� � p GEILINGS, GABINETS, �QUIi'MENT BA5�5,ETG. OMI5510N5 OR AM816UITY IN THE /�3.2 , M�t���r�� ������ Q DRAWItyGS OR SPEGIPIGATIONS UNTIL THE SHEET I�IUMBER A8A WINDOW SGHEDULE d TYPES 10. THE GONTRAGT DR/�WINGS ,4ND SPEGIPIGATIONS ARGHII'EGT OR EN6INEER HAS B�l �48.1 WINDOW D�TAILS , �' REPRESENT THE PINISHED STRUGTURE UNLE55 OTHERWISE NOTIPIED, HA5 GORREGTED THE DRI�WIN6 NUMBER H8.2 WINDOW D�TAILS SOIL � SHOWN. TFfE`f DO NOT INDIGATE TH� METHOD OF DISGREPANGY, OR MORE GLEARLY 2 U DETAIL REFERENGE ,48.3 DOOR SGFfEDULE � GONSTRUGTION. THE GONTRAGTOR SHALL SUPERVI5E EXPLAINED TFI� DE516N INTENT OP THE � BRIGK � . aND DIREGT THE WORK AND IiE SHALL BE SOLELY GONTRAGT DOGUMENTS. �t�.I SHEET HUMB�R f�8.4 DOOR TYPES RE5PON51BLE POR ALL GONSTRUGTION MEaNS, A8S DOOR DETAILS �O ...:•�.:..,;...,.. � 03.21.2006 For Permit - ...:`..:`.:;..:` GONGRETE METHODS, T�GHIQU�S,SEQUENGES AND PROGEDURES. 17. THE GONTRAGTOR SHALL IyOT BREP�K •�.�•�.�.�.�.�. •� 03.02.ZOQfi Own e r Revi ew . . . . . . . . G BA�THROOM ----- ROOM NAM� . � ROOM DE5IGNATION � ROOM NUMBER �aA ARGHITEGTURaL DETAILS �� Go 9,5, ' OBSER�lATION YISITS TO THE 51TE$Y PIELD 5ET5. THE GONTRAGT DOGJMENT5 ARE 101 Aq.l ARGHITEGTURAL DETAILS GONGRETE MA50NRY UNIT d �e o„ t 01.23.2006 Vail Design Review REPRESENTATIVES OF THP ARGHITEGT AND HI5 GOMPLEMENTARY, 50 THaT WHAT 15 � � 4 � GONSULTANTS SHALL NOT I1�lGLUDE lNSPEGTIONS OF THE REQUIRED$Y I�NY ONE 5H/�l.L BE A5 �4�t.2 ARGHITEGTURAL DETAILS ^�e � J 07.20.2005 Conceptual Review ' REYI510N DE5IGNATION Qj REVI510N NUMBER RIGID INSUL?�TION � � '`�' f'ROTEGTIVE MEA5URE5 OR THE GONSTRUGTION. BINDINl6 A�5 IP REQUIRED BY ALL. IT�MS ' � Spr NO. DATE DESCRIPTION: ," PR,OGEDURES REQUIRED WHIGH ,�4RE THE 50LE OP A MEGHANIGAL OR ELEGTRIGAI.. ��� RE5PON51BILITY O� THE GONTRAGTOR. ANY SUP1'ORT NATURE MAY NOT NEGE55ARILY �PPEAR DOOR REPERENG� ioi�, DOOR OR BORROWED St�UCt���� SATT INSUL�TION f r: LITE NUMBER � �y Issued o 5ERVIGES PERFORMED`BY THE r4RGHITEGT AND HI5 ON THE ARGHITEGTURAL DRAWIN65. ALL 51A GENERAL NOTES � ek Descri tion: GONSULTaNTS DURING GONSTRUGTION SHALL BE SYSTEMS TRAtDES INGLUDING, 8UT NOT K DETAI 5 STEEL OR IRON = �;,� Gre P . DI5TIN6UI5HED PROM GONTINUOUS AND D�TAILED NEGE55ARILY LIMITED To MEGHANIGAL, WINDOW REFERENG� O WINDOW TYPE OR LET'T�R 51.1 GENERAL NOTES � DEG L � o `ro �� , 51.2 TYPIG,4L D�TP�ILS PR�D.JEGT 51'fE � �� �,�a.,a.. � ` INSPEGTION SERYIGES WHIGH ARE �URNISHED BY PLUMBIN6, ELEGTRIGAL, �IRE PROTEGTION WOOD FR�MING GONTINUOUS ��� � " wi 51.3 TYPIGAL DET/�41L5 � ( � 3�t4711 � B LUPINE DRIV� � .�, OTH�RS. THESE SUPPORT S�RVIGES PFRFORMED BY AN1� OTHER DE516WBUILI7 SPEGIAL PINISH 1YPE REPERENGE Q PINI5H TYPE OR LETTER ��� THE ARGHITEGT P�ND HI5 GONSULTANTS, WHETHER OP SYST�MS SHALL GOORDINAfTE THEIR WORK 51.4 TYPIGAL DETAILS VaIL, GO 8165'1 `� c%,� � ��� K. TITLE YVOOD BLOGKING (INTERMIT'TENT) bi�� � � `.�,.��� � MATERIAL OR WORK, �4ND WHETHER PERFORMED PRIOR WITH THE OTHER TRADES. � p „ ��: � � TO, DURIN6, OR �PTER GOMPLETION OF GONSTRUGTION KEYNOTE F�PERENGE O KEYNOT� NUMBER 52A FOUND�TION PLAN '" � ��u� ARE PERFORMED SOLELY FOR THE PURP05E OF 18. THE GONTR�GTOR SHaLL 5,4FE6{1,4R17 T'H� 52.1 MAIN LE1/EL PL1�N WODD FINISHED LE6AL DESGRIPTION: � , MONITORING GONFORMA�NGE WITH THE DE516N INTENT OWNER'S AND TH� NEI6HBOR5' PROPERT( AB �QUIPMENT NUMB�R 52.2 UPt'ER LEYEL PLAN � LOT 2 BLOGK I � � �� � * EQUIPMENT RE�RENG� , , � �����; E 5T A�B L I S H ED B Y T'H E GO N T'R aGT D R a W I N 6 5 A N D DURIN6 GONSTRUGTION AND SHALL " 52.3 ROOP PLAN B I 6 H O R N S U B D I V I 5 1 0 N �I R S T A D D I T I O N S P E G I F I G AT I O N S. T H E"A R G H I T EGT'S 5 E R V IG E S DO NOT PLYWOOD � �� �.� Scale: Sheet Na � REPLAGE ANY DAM�6ED PROPERTf O� POINT OP ELEYATION � � ��`�� � � As Noted ,. Ty GUARA�NTEE THE GONTRAGTOR'S PER�ORM�NGE AND THE OWNER TO ORI61NaL GONDITION OR T.O.M. GALLED OUT 53.1 DETAILS ;<�;:�:�:.�.::;...�:�..:��_..: �� ���� ,.�� � EL'EVATION D,4TUM � � GYPSUM SO�RD (SEGTIOI�U � SHALL NOT BE GONSTRUED A�5 5UPERVI510N OP THE B�TTER. . t ; GONT5TRIJGTION. `� EL = 125'-8° �r�� Job Number: �--�-�L��,T�oH ��,� o�-o�� % % % % V I C I N I TY M A P �� 1 , �ii��i�ii%i� GAST STONE AO . 1 , , , , � ��� /��1 ' NOT TO SGALE O`'t I � �,�` � NORTH � � � � . . � � � � .. . � . . . . . . . . � . . . . . . � � � � � � .. � . � � � . � � . . . � . � � . . � . . ... . . . . . . . . . . ` + .. � ..�. . .. . . . � ,...... � . . � . � � ... � � . . � � . .. � . . ,. . . � . � . � .. � . . .... . . . . � � � _ .. .. .... . . .� � � .. . � . . . �� .. �. �`� �./� �:.. .. ,,� °°c�,"�.�. .�ar' . ,. .�.,_. :.... 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L�T 2 � � � 4 �'�.� G�, �ARCEL B 7 HOLY CR�755 ELECTRIC R.{].W. EASEMENT R�G[3ftDED IN BDOK 293 AT PAGE 44J CALLS FDR THE � ` � `� t �,� SQUTHERL`l ti2.Q ` flF Lf7T Z. 6� IS UNCLEAR WliAT THE IEJTENT IS FOR ThIE LOCA�I(]N, BURI�D C7.�$99 A���S ,� ELECTR4C �INES V4ERE NOT LC�CA�TED IM TH6S Ti7RpGRAP�iIC MA�'. A�ORES�: 3947 LUPfIVE �R ' ��' r � � � \ � �� 8 PEAK LAND SIJRVEYIhJG, IhiC. DID �lOT PERFC}RM A TITLE SEAfiGH OF TI�E SUBJECT � I . � PROPERTY 70 ESTA8L15H OWh��RSHIP, EASENlENTS OR RIGHTS—CJF—WAY OF F2ECQRD. � R�CORD �C7CUME�ITS UFILI�ED IN THIS TOPaGRAPHIC MAP V4�R� PRflVIDED BY LAND � 4 TIT�E CUAf�ANTEE C�MPANY, OR[7ER Na. 50011794, �ATED SEP7EA�BER 14, 2C1Q5, AT 5:i70 P.A�.. .� C�� � ' �O� � ',' `, � '! 9 N�?TICE; � � . ---.� � � � ACCbR�ING TC7 C{�LflFiADC7 LAW YC}U MUST COM�iEC�CE ANY LEGAL ACTIQ�i BASED '� � E[}GE ClF ��� � � UPON AhJY DEFECT IM �HIS SURV�Y WITHIN THREE YEARS AF7ER YOU FIRST �6 �����E� RpUGH TRE�LIAIE � � .�� � pkSCOVER 5UCH QEFECT. 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''� � �� � � use and�enefit of the Owner.They shaU nat be ���FI� ' �,,f /��� used by�ny azher p�rson or�ntity without priar written consent af the Architect. Unauthoriaed f y\� � � use af these doeum��ts, in whc�le or part,shall � � ' Q� • �, � � nat cre�t�a contractual eeaatipnship wlth ar I� � e�use of actinn in fa�or of any thifd party `�., ' '��,. / �L�V�fLlhd� G� ' � � � tY f against eith�r the Arehitect ar the Qwner. � ��t / � E?f15TIN� DITGH � � � � . , � � . „� � � �����: - - - - -- � • "p � ` EXISTIN6 POND \�� _ �. � � ��f \ �es�gn D�eve�c�pment �,,�-x`� �' � �°o,-...,.� �xisrir�s ��ow�it� �,,� �''��,, �, � � � wr�-r� �� \ � �� °`� . 1 �xisrix� QnNV �s, AN TU �� � �9 `�'�"� � �.�T !B � � � �, �;, �,_ � � \ � � . + � \ � [}3.21.2C]Cl� For Permit �/ ` (}3.b2.20C35 flwner Review ' � � \ � (71.23.2(7t16 Vail �esign Re�iew , � / �'�Wiy � � - � ' • ���� � ` 07.2t1.2�D05 Cvnceptuaf Review �� �► � - ,'�r/� ' '� � , . NC7. DATE: aESCRIPT10f�= ,`�� �� �� � � `�� �, � � Issued for: Z7, ,� \� �ti +� ,�•�'� �escriptian: '� � I � a� �� ��� ��, �..\�/,� � �,��,. SITE PLAN � � REV�E�'VEa BY � Scaie: 5heet No. � � ` `� "'' . As (�I oted � I �� ��� �� � ��� �L..l"1� V JabNumb�r; • � 1116" = f'-r�° COi.O�AGE�ICY�CTlDN � � . � � Ma�.�+ �'�� �] .. ....:...:::::;>� ;. ;; � � � ° � ,..; . � � � , e a::::� �1 \� ,� : _ 1� .:.:::::.:. : w "LIMITS OF � ........... ` . : <:>:::::>:;::<:::««::: ; � • �` t DISTURBANG�' FENGING /'i ' OT 2 � • � .� 1 �� 4� . 1.., :::.::::: ...: ..:: � / � � .:. � .::..:. . � . • . P��E� � A r c h � t e ct u r e �OT 3 � � o.�ea� a,c�s , � , � ADDRE55: 3q4'I-B LUPINE DR. . � ` 1457A South Pearl Street LINE o� p,�jb ' '� � Denver, Colorado 80210 EXI5TIN6 SNOW STOR,4GE ' �� NEW DEGK �7,�. � �` 303.759.9660 AREA To REM,41N , . � �\ ,��� infoC�seangarrett.com 1. LINE OF EXISTING Q) , � .p/ www.seangarrett.com � Rou6�+ r� ur� � � o;�, \ // \ � LINE OF EJCI5TIN6 �J� Architect/Engineer Stamp: � , / �� � � /G� � �� � GOHSTRUGTI OH ��1,'�G • � /�.�\ � A�OV� TO REMAIH �y � �i� . , (.11 \� �'��\� \ � �" pF L� � � '�Ci � � sa , , �,����� � � p'� � ��� � � �Gj�`� � �i�` �y /� \� � ��� � � ,y0 � � �i ��' i� � � ' SEr�►tV IUI. st,tow sro��E ��� �� \� i<� ii� � �� � ^ � � �OT 2 � GARRET't° �° . 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WALL \\�3qOS ,� � �� LINE OP NEW RID6E - W � - +/- 83q5 83q2.� -♦► � � . 83q2. � . � � ���� ,/ � � ELEVP�TION = 84102' � , !�� \ . �/ / � \ BOULDERS BY L�4ND5GAPER � \` � � � 83a0.6 '� aREA TO M A NTORp+G� G� � � . 8 ao.4 , �`� 8s8a.a j � �- NEW ASPHALT � 83q I S � • - • , , , � � � \ � DRIVEWA�Y PAYIN6 � � � � I � � � / * �o � 83QO.q \ ' '� / / T.O. PAVIN6 � (� . +/- 83a�A �`� /�-- 83a I.3 �'� �--N�W ASPHALT� � � \ Li m its of Use: � .7� � r DRIVEWAY PAYIN6 � � �\ � / � � These documents are instruments of the � � EXISTING RETA�ININ6 � / / \ b� 838q.�i �-�5 TG REMAIN � f Architect's professional service,shall remain the 5�' � / / property of the A�chitect, and are for the sole 1 ,� ,� use and benefit of the Owner.They shall not be ' STORM SEVVER � � -�� � � used by any other person or entity without prior 83�f0.6 INY= 8384.1 written consent of the Architect. Unauthorized MP�NFfOLE �O 'I , l-' LA N D S CA P E R ETA I N I N G WA L L � � . , , �Se of these ao�uments, �n Who�e or part,sha�� , � NOT TO SG�tLE � 8�388.7 � . 8388.'7 \�' not create a contractual relationship with or , � � cause of action in favor of an third a 838q.5 v p �Y • � 838�i.0 � � �LOWLINE OF / against either the Architect or the Owne�. 8388.4 � 8388.1 / � EXISTING DITGH , � � / Phase: 8388b � � � . s�te r�r��: , . � i Des�gn Development L PROJEGT BEt�IGHM�4RK ELEV�tTION = 8,382.5' 83&9.3 �'� � . � � . 2. REFER TO THE SURYEY FOR ADDITIONAL 51TE ��ATURES , � \ �j� / ' AND ELEY,4TION INPORMATION. ��` 838'T.4 � � 8388.4 -� � 3. REPER TO THE PLANS FOR THE EXT�NT5 OF DEMOLITION � �Oo� � � � 03.21.2006 For Permit NEW GQNSTRUGTION 838"1.2 5z' ' � 03.02.2006 Owner Review 4. PROVID� STUGGO fIN15H GOaT AT AL.L 51TE RETAINING 9�0,` , � . � . ' 838"I.3 � ` ` ` / / 01.23.2006 Vail Design Review WALLS,RE: SPEGIPIGATIONS 'C� � 8387.2 �J�9, • \ �/ . 07.20.2005 Co�ceptual Review L�Cs�4L DL�CRIPTION: }� �/ NO. DATE: DESCRIPTION: � LOT 2, 3LOGK i, BI6HORN SUBDIVISION FIRST ADDITION 838�.� \ • � b.� (ssued for: � . i . �\�� Description: 8386.I ` `. /. �. ��•��i G►- . � ICQY: ° , 838s.8 ��\I � : o . , �,� o� � � 4���-� �a� ! EN LARG ED SITE PLAN , � PROP05ED NEW GONSTRUGTION EXI5TIN6 GONGRETE 8386.5 -� . . I� �.� � � PAN TO REM,41N . , � . � y�'�� � . . / • 4 . �EO/�EVV�D � Scale: SheetNo: , � 8385.9 8385.q � � �����/ � . As Noted P RO POS E D S ITE P LAN . � ; 41 ��� � � �oos �ob Number: � � ,, _ � 8385.0 � . � �ii��� A 1 . 1 � �o . , � � ,, 0416 COLORADO INSPECTlQN NORTH AGENCY f, ,> , � s,�` ,,.``j :::......;:<::;:;<, ; , : :.. �_ . ;<, >:: .. . .ea:� m o o :�:.::. :::::::: :: . � , �4LLOW�IBL� 6R055 RE5IDENTIAL FLOOR �R�� (GRF�U: . ....... .. :. �.::� r��r::e.t�: ::� ::::::::.�: : :::::: .: :: ..: :: ZONED: TYVO-PAMILY ZONE DISTRIGT :,:::. _ '� TOTAL LOT 51Z�: 42,320 5F � , 0-10p00 SP = 465� OR 4,600 5F Arch � tecture lopoo-ispoo sF = 3e� oR i,aoo � 15poo-3opoo 5P = 13SK OR I,q5o 5F 1457A South Pearl Street 30p00-42,320 SP = 6SK OR '13q2 5P ❑ ❑ ❑ Denver, Colorado 80210 ToTAL ALLOWA�BLE 5P: q,182.20 5P � 303 J 59.9660 6ARA6E ,4LLOWED PER UNIT: 600 5P info@seangarrett.com — — — — — — —— www.seangarrett.com Architect/Engineer Stamp: � � BUILDIN6 AREA UhIIT A (5P1 UNIT B (5F) TOTAL (5P) � �F ��� LOYVER LEVEL 1,403 81I 2,214 � �.t�� M,41N LE1/�L 1,386 I p46 2,432 � � UPPER L�VEL 1,314 "158 2p'12 SEAN M. � ° �c GARRETT � +I6' VaULT 34'I 296 643 I I II I � 203263 � TOTAL �SFI 4,450 2,q l l '1,361 I I I I I I aC��, ,`<vr`' I I II I � �S�p ARG�� GARAGE 548 626 I,I'14 I I II I , � . � I I II I � p � I I II I � REMAINING ALLOWABLE BIJILDING �REA � — _ — r ^ VI Q,182.20 5F ALLOWA8I.E ^ ` - 'i,361.00 5F BUILDING AREA � W �r� 1,82120 5� REMAININ6 � U : I � � , Ip�465 P � � � - ( n1 I W ARE� OF PROPOSED ADDITION = 8"f0 5� _ r — � UNIT B GARA6E: 626 SP � � . � I i � � � - � � �� � ' � KLY: � I 1,386 5P Q I � L� �.r� � GR055 R�5IDENTIAL FLOOR AREa (GRP� I � UNIT A 6aRA6E: n1 �O � , L — -- - - - - - � I 5485� W � 00 i � � � � 6,4RA6E I � . — O e i i � p V,4ULTED AREAS HIGFiER THAN I6' I � Q �. � 4� J � � �. o �- - - = - -- - - - - - - - - - - - - - - - - - -� m J E L Z� o MAIN LEV � 2 ��8�� _ ��-o�� � � � J ❑ ❑ � NORTH Q Q � - - - - - - - -- > � — - - - - -- � �-{- — — — — V +I6' VAUL1'ED SPAGE: — � 2q6 5F I � - - - - - - - - - -- - - - - - - - - � I � I � I- � I I � � � � � ,- - - - - - - - - - - - - - � rl1 I I I � VJ i i r - - - - - - - - - - - - - - -- - - -- - - - - - - - - L - - - - - - -, � i i i i i � � i � i i i - - - - - - - - - - - -- - - - - - - -- - - - - - -� i � � i i ❑ i i i � � � i i � i � � � � i i � � � ( Limits of Use: I � � These documents are instruments of the � � Architect's professional service,shall remain the � � � property of the Architect, and a�e for the sole � I � use and benefit of the Owner:They shall not be � I I used by any other person or entity without prior I I I written consent of the Architect. Unauthorized I I I ( use of these documents, in whole or part,shall I not create a contractual relationship with or I ❑ � � cause of action in favor of any third party I � — � � � � against either the Architect or the Owner. — - - - - - - � � � Q Phase: — � - - - - - _ - - i � Design Development I i ���� i ; i i i � i i � i i � - - - - - - - - � � r - - - - �� o � 758 SP ( � � 81I SP� 03.21.2006 For Permit , I � � -� y 03.02.2006 Owner Review I I � — � ' I � +I6' VAULTED SPAG�: 01.23.2006 Vail Design Review � � I 347 SP 07.20.2005 Conceptual Review I � NO. DATE: DESCRIPTION: I � UNIT A: UNIT A: Issued for: - - I I 1,314 5P 1,403 5P I I I Description: � I — - — — - -- — — - . I qZ, I�.oG G R FA � I � _ � CALCULATIONS � � REVIEUVED BY Scale: Sheet Na $ , As Noted � ��R 2 5 �Q�� Job Number. gi A1 . 2 U P P E R L EV E L LOW E R L EV E L Ga�oRA�o �NSP�GT�o� 0416 �� _ � �� �� _ � �� AGENCY ��� - � -o , � ��8 - � -o NORTH NORTH f , � , �, __ _ _.�.._ � ,_..,�� u. _..._.� _. �., , � — �''�,, � .... :<::<:>>: : w, C�ENER�4L DEMOL I t I ON NOTES: ::_' ° : . . - �:� :.:ea::� .:......... :: L THI5 PLAN DOES NOT IMPLY ANY SEQUENGE TO :::;::<::;::;:.;;. < THE ORDER OP DEMOLITION. MEP�NS, METFiODS, � THE 5EQUENGE OF DEMOLITION IS THE 50L ` E � ............... y � :................ :<<:<:<::<::<;:::<<:: ' RE5PON51BILITY OP THE GONTRAGTOR PER�ORMING � ..::...� 1 �� ' .... : � THIS WORK. _ . 2. VERIFI' THE LOGA�TION OF UTILITIES PRIOR TO � I � BEGINNINC� THE YVORK. PROTEGT RND/OR RELOGA�TE A�C �� C�U � � � ---_ , � UITILITIES a5 NEGE55ARY TO I4GGOMODATE DEMOLITION �4ND/OR NEW GoNST'RUGTION. 1457A South Pearl Street ` 3. THIS PLAN MAY NOT R�PRES�NT ALL ITEMS TD Denver, Colorado 80210 ' BE DEMOLISHED. THE GONTRAGTOR SHALL VERI�1' i i ALL EXI5TIN6 GONDITIONS, DISGREPANGI�S, � �.� 303.759.9660 OTHER ITEMS T0 BE DEMOLISHED PRIOR TO infoC�seangarrett.com ------------------------- DEMOLITION. r ------------------------------------------------- ' � ---------------------------- � �------------------------------------- ------- 4. RETAIN aLL EXI5TIN6 FIX'riJRES, �ITTIN65, � www.seangarrett.com ----------------------------- ------------------------- � � r----------------------- ---- ----- ---------- ---------- �i HaRDWARE POR REUS� STOR/�GE OR DI5P05AL AT � ---------- --------------------- te erSt . ---------- ------------ ------- ---------- -- ------------------------------------ - ---------------------� , , i i � � � � �� �� i i TFfE PR�OPERTY OYVNER'S DISGRETION. Archi ct/Engine amp� i i ----- ------------------------ i- -� t- -� ------------------ � 5. RETaIN ALL REMOVED DOORS � DOOR Ir----------- - ---- --------------------------------- --�-------- ------ � � , i i i-------- i � J $ J � ---------------------------- LL -Jl --------------------------------- L� -------------------� i i HaRDYVARE FOR 5TORAGE OR DISP05AL AT THE i � � _ _ � �1 �� i i � i PROPERTY`OWN�R'S DISGRETION. i ii I i ii , i i i � � I 'i � i BE GOl/E�R�D � PROT�GTEDTA�GAINS DAMA6E�L ��� ��L� i i ii I i = i i � i DURIN6 DENIOLITION � NEW GONSTRUGTION. ��� i i i i e s e s a I i i i i "I. THE GONTRaGTOR SHAL.L 1/ERIFY, PATGH, # Gj � ',: , i i i =I �i � i LEVEL THE EXI5TIN6 FLOOR P�T THE LOGATION OP SEA�111Ao i i i � I i i � i DEMOLISHED PARTITIONS POR PROPER � GARRETT � � r- �- �-r----------- ��'�� - ----- -���� ������-- - --- ��- --- � �� i � INSTALLATION OP NEW PI�RTITIONS,FINISH i ���i� _ ----------- ------------------- = ii ii ----- ------------- ---------- 2Q:i263 �„ _=====z----- _____�------ = i i I - - - - - ------ s w s i r i i MATERI�L.S, APPLIANGES, � PIXTURES. �i Ga ; a - - - - - - �- - - - ' _ �� � � 8. THE GONTRAGTOR SHALL B� RE5PON51Bl� �OR �� ,�� �L J = � �� i �r � -.' �� - - - - - - - - - - _ ��_ � i THE BLOGKIN6 8 BRAGIN6 OP WALLS WI�RE � � � i i i �, = I I ( �--------�-- - -----� ---------------------T------ ------r------------ �rr���� i i � MODIPIGATIONS T0 THE EXI5TIN6 GONSTR�JGTION SED j�RC' , i i i � I ------ ----- ------------------------- ----- � ( THREAI'�N TO GOM1'ROMISE THE IN1'�6RITY OF THE --- ------i-----1 ------------ I I -'-----_1 -----z____ � I 1 � i i i I = I � - - - - - � - - - - - - - - - - � i �=���� i i STRUGTURE. BRIN6 DUBIOUS GONDITIONS TO THE � i i i = GLOSET BEDROOM � i I`--�� � � i ATTENTION OF THE ARGHITEGT f'RIOR TO ------------------ , i i i = I - I I I - i - Tr-_J i PROGEEDIH6 WITH THE WORK. REFER TO TH� � �� I I i i� � STRUGIURAL DRAWIN65 � SPFGI�IGATIONS. z � i i l----- i � � I i i i i q. PROPERLY DI5POSE OF aLL DEBRIS IN i i i � i GL05ET si i i i i i i � i _ I � =( AGGORDANGE WITH LOGaI.. ORDINf4NG�5 � ♦ � �i 8 i i � REGULATIONS. V� i i i i BEDROOM � BEDR,OOM B�DROOM �i = i i i z 10. REMOYE d DISP05E OF ALL PLOOR PINISHES. n 1 i i i , i ( I I ( ?�005 i .4006 i �i = �� i PREPARE EXI5TIN6 5UB-FLDOR TO REGEIV� NEW V�� _ � �� I � � �--------J iI� i� � PINISNES. REPLAGE EXISTIN6 SUB-PLOOR DAMAGED i i i� i ( I ' � `---� � - i i� i � �_ i i i BY IN5EGT5, YVaT�R, AND/OR ROT. i i i I i I �` __=__=u �i i II. REMOI/� 4 DI5P05� OF ALL JNTERIOR WALL i i i e i I I I �� --- u i i i BA5�5 d WOOD TRIM. � i i i i GLOSET I � i n ( i i � i i i i I I � r-w----`--w-, c i �� _ �i i 12. REMOVE � RETAIN �4L1. PLUMBING PIX`NRES FOR i ��rt�, i �' i L I�OOV�l�J �\ i ri � rt � , i � i� i - - � - - g i t ( _ ' v ii I �o �� � � �. i i DI5P05,4L AT THE OWNER'S DISGRETION. GAP � i = i i � � � = i # i i ABANDON �XISTING PIPING A5 REQUIRED. � ( - - - - i ° z n I . _ � , i L�� � ,-n � rr-.. � i i�� ii I�-�i� i 13. REMOVE 4 RETAIN ALL LIGHTING �IXTURES POR i �i�� i I� �'�. s �' i i s g n �� i � i i I� � � n I �-1�-� i DISPOSAL AT THE OWNER'S DISGR�TION. REMOVE � � n1 i i i ��I� i i i HALLWAY BP�THROOM I I � I � �� ` % �� �y� �� � i �� = i �� ii i� � DI5P05E O� EXI5TIN6 WIRIN6, 5WITGHIN6, � ' W i i i i i i i _ _ I I � i i �� i , i i i i �� � � i i _' ii � i i i REGEPTAGLES. MAINT�IN EXISTIK6 J-BOXE5 POR � � , i i i � i i i n � i n n n � � u ( _ _ ---_=� � i i i RE-USE. • - i i i i � - _ _ _ --=�-_-____� _ _ �__ - _ �_ � --_- i i i � i i i - �;'�- � - � �i i 14. REM01/E � RET�tIN ALL a1'PLIANGES POR � i i� i - _ � � � �T% ��i � .� �i I � �i i � DISPOSAL AT THE OWNER'S DISGRETION. Q � � �i ( i o I � ' g �: i i � ii i � � ' i i 8 i I I I � j � _ � i r`�r.% i I ( �' i� � DEMOL I T I ON IGEYNOT�3: O � , , � , I I I = I , �_ , I I ,� � Q,1 i i i i GL05ET I I � - - � GLOSET � 6�ME ROOM � = I i Q i � i� i L DEMOLISH � DISPOSE D� �XISTING PI�R INGLUDING � � � , i i� i I I � � � 5-a � �t004 = L�-=-_-- I i i i BRIGK VENEER, 5TR�1GIURA�L GOLUMN � . _ i �400 O � ii i � I I g _ _ _ i i i POUNDATIONS. i i i MEGHANIG�L D L - - - - � �� �----� �� i� _ i 2. DEMOLISH � DISPOSE OF WOOD DEGK, DEGK � � i i i ( I � � � � I � i ���� � � �RA�MIN6, � 6UARDRAILS. � Q i ii �a _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ s in i 4 � � i i PRAME, � 51LL. � � ' I� � : � i 3. REMOVE EXI5TIN6 DODR, � , ' � �i I � � i =_ _= iii i � i I!LL1�J!I � 4. REMOYE d DI5P05E OF EXISTING WINDOW �RAME, i i i (�.� ° i F � � � �iL i',i iII i � ���� i GLAZIN6, 8 TRIM. PROTEGT ALL ST�4INED 6LA55 IN � M O ; i I � i � h'F�'i*-------� i i i i ; i i� - - - � - - � � � � i i PLA�GE. � W O _ - - _ � � �� - Ij'i i - -°'� i� � 5. DEMOLISH EXISTING INTERIOR PARTITION TO TFI� - � - - - - i g \\ �fi i �--- i i i EXTENTS INDIGATED ON THE PLAN INGLUDIN6 U - - - - - - - - - - - .( �-� I - - - - - i 1 �8 i i i �INI5HE5, PRAMING, � BUILDIN6 5Y51'EM5. � � • � -L - - � I J � - - �==_�-� ' i - - r-- �� � b. DEMOL15H d D15POSE OP �XI5TIN6 FOUNDaTION , - �i � �� _ � i� i WALL AND FODTIN6. � Q Q � - - - ( I (�� ))i g � i i ( I �. i ( i i i "t. DEMOLISH 8 DISP05E OF EXISTING MILLWORK r � � �-�� �� ii I I ( ( I �\ i i i i INGLUDING SHELVIN6,GABINETRY, � WALL P�NELS. � - ���`�_ii � � ( � � �� i i� i 8. REMOVE �XI5TIN6 BRIGK OR STONE 1/�NEER � d- - - - - - - - - - - ( I � ii I ( -----� i I i i i PREPARE SHEATHIN6 TO REGEIV� N�W MAT�RIALS. � i ��' �� i i C I I - --- i i i � q. DEMOLISH EXISTING �XTERIOR WALL TO THE � BATHROOM I i� ����....� \` �_ n yC� I i i i EXTENTS INDIGAT�D ON THE PLP�N INGLUDIN6 � ��5�- � � MEGH�4NIG,4L p, i i i i FRAMIN6, INTERIOR FINISHES, d EXTERIOR 51DING. � P�002 ------------ ,4003 i 'i i 5HORE � BRAGE A5 REQUIRED. STRUGTURE 15 NOT --- i I 'i � LATERaL.LY STaB1.E WITHOUT W��LL A5 � � r--;==---__� � g � i� �i � i �4 'i i GONSTRUGTED. BRAGIN6 SHALL REMAIN UNTIL NEW ( �_��_�� - ��. _ ,�� �m� i � - - - -+�-- -L - - - - - SHEAR WALLS ARE`INSTALL�D 4 ROOP SHEATHIN6 � I -.� �- IS �AST'ENED. , I O - - - - � 10. DEMOLISH EXISTING �IREPLAG� INGLUDING �LUE, � I � - - - - - I �_ � I- - - - - - - - - - - - - - - - - - - - - - R�`QUI IR�D�5 ITRUGTURE�NOT LP�TERALLY STABLE � ' , I �� _ �� _ � � I �- - - - - J - � WITtfOUT WALL A5 GONSTRUGTED. BRAGIN6 SHAL.L ( I I - - � REMAIN UNTIL NEW SHEAR WALLS AR� INSTA�LLED � • � I ' ROOF SHEATHING 15 ��15TENED. J � GLOSET II. REMOYE �XI5TIN6 SIDIN6 R PREPARE SHEATHIH6 gi - - - - - - - - - TO REG�IVE NEW PINI5HE5. R�MOYE � REPLAGE : I I AOOQ � ' �XISTIN6 SHEATHIN6 DAMA6ED BY IN5EGT5, WP�TER, I ( r4ND/OR ROT. I 12.REMOYE EXI5TIN6 ROOPIN6 MATERIALS +E �imits of Use: UNDERLAYMENT. PREP�RE SHEA�THIN6 T0 REGEIVE These documents are instruments of the ( I NEW UNDERL/�YMENT � ROOPIN6. REMOVE � Architect's professional service,shall remain the IIZEPLAGE EXI5TN6 SH�A�THIN6 17AMA6ED BY property of the Architect, and are for the sole I INS�GTS, Wr4T'ER, AND/OR ROT. use and benefit of the Owner.They shall not be I 13. DEMOLISH EXISTIN6 ROOFIN6, UNDERLA�YMENT, used by any other person or entity without prior ' I � I 5HE�THIN6, 4 ROOF PRAMING. written consent of the Architect. Unauthorized b I ( I ( 14. REMOVE EXI5TIN6 PINISHES � PREPARE use of these documents, in whole or part,shall ' SUBSTRAT� TO REGEIVE NEW FINI5HE5. not create a contractual relationship with or � _ � I 15. DEMOLISH EXI5TIN6 SLaB ON GRAD� TO THE _�_____ ___M__�_____�� - - - - - - � I EXTENTS INDIGATED. R�MOVE d DISPOSE OP f1L1. cause of action in favor of any third party - - - DEBRI5. against either the Architect or the Owner. ' �-------------_--------- I I - - - - - - - - - Ib. GUT � REMOV� EXISTIhl6 ROOF SHEATHING TO � � � GREAT� RID6E VENT SPAGE INDIGATED IN TfiE Phase: � I ARGHITEGIURI�L DRAYVIN65. DO NOT GUT � I ( S,RU�,v,z� ��,M�r�6 ►��. Des i g n Deve I op m e nt ( ( I I I'i. G1T 4 R E MD Y E E X I 5 T I N 6 R O O F 5 H�P�T H I N 6 T O I REG�IYE SKYLI6HT5 INDIGATED IN THE , I ( I ARGHITEGTURAL DRA�WIN65. GOORDINaTE I LOGATION WITH THE LOGA�TION OF EXISTII�IG I � FRr4MING. DO NOT GUT STRUGTURAL PRAMIN6 ( I I , MEMB�RS. I18. GUT � REMOVE EXI5TIN6 ROO� SHEATHING TO 03.21.2006 For Permit I I I THE EXTENTS INDIGATED TO PREPAR� RDOF POR I THE GONSTRUGTION OF NEW RAKE EAYES. 03.02.2006 Owner Review , Ilq. EXISTIN6 �OOTIN6 8 FOUNDATION WP�LL TD 01.23.2006 Vail Design Review I ' � REMaIN. �- - - - - - - - - - - - - - - - - - - - - - - - - - 20. DEMOLI5H �XI5TIN6 FOUNDATIONS AS REC2UIRED 07.20.2005 Conceptual Review � - - - TO PREPA�R� FOR NEW GONSTRUGTION. NO. DATE: DESCRIPTION: - - - - - - - - - - - - - - - - - - - - - - - - - 21. EXI5TING LOAD BEARIN6 WALL TO REMAIN. ' 22. REMOVE �XI5TIN6 STRUGTUR�4L GOLUMN � B�AM. Issued for: , UN I T 'B' UN I T '�4' REFER TO THE STRUGTURAL DRAWIN65 d SPEGI�IGATIONS. Description: 23. MAINTpIN BEARIN6 GONDITION �OR EXI5TIN6 24. EXISTINGA5ITE RETAININ6 WAL.L TO REMAIN. LOW E R L EV E L ' � 25. EXI5TIN6 STRUGTUR/�L GO1..UMN TO REM�41N. ' 26. EXISTIN6 GLU-LAM BEAM ABOYE TO R�MaIN. D E M O L I T I O N P LA N , 27. SHORE EXI5TIN6 LOFT AB01/E � REPLAG� . _. �XI5TIN6 4x4 5'T'RUGTURaI. GOLUMN WITH NEW WDOD , P05T, RE: STRUGTURP�I.. ' ' ' 28. DEMOLISFf �XI5TIN6 TIMBER RETRINING WA�LL. Scale: Sheet No: � ., ; 2q. GUT EXIS As Noted ,� _ PAGE O� L� LC�W E R L EV E L D E M O L I T I O N P LA N ; ��. �s.o� �ob NUmber: ° � ��4�� _ ��-��� �° 4 ��� � � � �2 . 0 . 0416 NORTH �: COLORADOINSPECTlON C�ENER�4L i7EMOL I T I ON NOTES: .::. : � <::: :. :>:. : I. THI5 PLAN DOES NOT IMPLY �1NY S�QUENGE TO '�:>::.. � �.it � :<:. N MEaNS METHOD5 4 TFiE ORDER OF DEMOLITIO . , , .. THE SEQUENGE D� �` DEMOLITION 15 THE 50L E ............... , , T PERPORMIN6 NTRAG OR RESPONSIBIL irr o� THE GO ;,.: .: :: . >::::>::»>:<::;»:>::: ::::� 1 ��:�� .:><: ,.::: THIS WORK. ..<:.;::,;;;::: . ::... � ' 2. YERI�Y THE LOGaTION OF UTILITIES PRIOR TO • , BE6INNIN6 THE WORK. PRO'TFGT �ND/OR RELOGATE �1 �1 1 I l.� ��� I � : UITILITI�S AS N�GE55,4RY TO I�GGOMODAT� D�MOLITION AND/OR NEW GONSTRUGTION. ' 3. ThflS PLAN M�4Y NOT REPRESENT A�LL IT�MS TO 1457A South Pearl Street n 4 s 4 n s n s DEGK BE DEMOLISHED. THE GONTRAGTOR 5HALL YERIPY Denver, Colorado 80210 r--------� ��I..L �XI5TIN6 GONDITIONS, DISGREPANGIES, � �1LL :��-------� or+�R I�M5 ro � v�oLl�� �lor� ro 303.759.9660 --- --- ------ ------ --- --- : DEMOLITION. infoC�seangarrett.com ------ ------ - ------- ------- - -------------- ------- -----z----- ------- z----- 1-----------------------, 4. RETAIN �4LL EXISTII�IG PIXTURES, �ITTIN65, � . ----- ------------------------------------------------------------------------- www.sean arrettcom �--------- - -� ------L_ ------L----- r-- --- � ------- ---- ------- � ��-I'T'r-rr�-rr�-rr�-rr-r-r ------- ------- - ---- ------------------------------------------------------------------------f------------------------� � HARDWAR� �OR R�SE� STORI�GE�OR D15P05A�L AT 9 � � � � � � � � � � � � � � � � � � � � ----r------- - -�' i � TH� PROPERTY OWNER'5 DISGRETIDN. Architect/En ineer Stam � ---------------------- � I i i i i i i i i i i i i i i i i i i � � ----- ---- ------------------- --�------- � g p' � i � � � i � i � i � i � i i � � � � i ///��� ��/ I I �� ------ ---- ------ ----------------- ------ -------- -----------� ------ --- f,� , i i 5. RETP�IN ALL REM01(ED DOORS'� DOOR -------------------------------- --------- � i i i HARDWARE POR STORAGE OR DI5P05AL AT TH� I � � � � I I I I I I I I I I i I I I I q � ------------------------------- t ---- -------- � I � I � I I i I I I I I I I I I I I I I I I I ------------- -------- -------- -------- ------------- -------- ---------- 1----- --- a I I I I I I I I I I I I I I I I I I I II ( I � -� �� I � I I I I I I I I I 1 I I I I I ( I ' � I I I I I I I I I I I I I I I II I II ----- ------------------- ----------------------------------------------�-------------------- r i � ' ; � i i i i i i i i i i i i i i i i i i i ii - ------------------------------------------------- '--------- �-�/ � i i i i i � 6�. pAL1.REX15TIN6RGON5TRUG I'ON.TO REMAIN SH/�LL � I I I I I I I I I I I J I I I I I I I II I II 4 ( � ---- � � i i i i i i i i i i i i i i i ,' i i � i i i�� � � BE GOVERED # PROTEGTED A6AIN5T DAMA6E ��F �i�(„� � � � � � i � �� � � � i i i i � i� � � � � � i�ii i u � � � � � --- ------ ------ ----------------------- ----- ---------- ------- ----, � � , i , i � � � �� � � � � � i i i i ��i� i i i i i i i i i i i i i� � � � � � � � � � --� � i i i � � i � � � DURIN6 DEMOLITION �� M�W�GONST'RIJGTION.` � � � ----------------------- '� ----- ---------------- ---- --- ' � i i i i i i i i i i i i i i i i i i i ---- ----- --- - --- --- - ��----------------------------- - - ----- -- � � i i i � � ° � � ) r __ -_-------� � i � � � i � i i i i i i i i � i i i i F --�t-- --- ------ ---- - �' i � i i � � � � � � � 'I. THE GONTRAGTOR SFiALL 1/ERIFY, PATGH, � �� � --------- ------ i i i i i i i i i i i i i i i i = I ( I------ �i ----- �i i i i i i i i i i i � � L�VEL THE �XI5TIN6 FLOOR AT THE LOGATION OP t�j DEGK i i � � i � � � � � � � � � � � � � � � ----------------- i �- ------------- -------------- `' i ' � ' i � i ' i i ' i i DEhiOL15HED PARTITIONS FOR PROPER SE�►N ft�. -- r--------� � I I I I I I I I' I I I I I I r.��.i � � ---------------- -------- ---�t----------------- ,,-f I � I I � I I I I i _ �, i � � � �---- �------ ---------------------- � � � � � � � � � ' � � � INSTALLATION OP NEW P�RTITION5 �INISH � GARRETT � '---------� ��� � i i i i i i i i i i �i i i � � ' t ---- ------------- -----------�-� -----------------------------------j�i � i � � i � � �i � � i i �i i i MA�TERIALS,APPLIANGES, � �IXTURES. �03�63 /� �`i. i i �i i i i i i i i �i i i I I --- ---------------------------�t-- � _------------------------ f-r' i � �i i i �i � i i � i �i i �i i � � S. THE GONTRAGTOR SHALL B� R�5PON51BLE FOR �i° G �� � �`�; i i i i i i i i i i ---- � 1-�-- - --------- ------- ------ ------� i � ; i � i i i i i � i i i i i � i � � .i i i i i i i i i i I I LI�(ING ---- -- -- - --�ty---------i-� - ----------- ------------- -- ` � i i i i i i i i i i i i i � i TH� BLOGKING 4 BRAGIN6 OP WALLS WHERE � � � � - ------------- _______ sa��` � � � � � � � � � � � � � � � � � � I � MODIFIGATIONS TO THE EXI5TIN6 GONSTRUCiTION �� � --� iiiiiiiii , iiii � �\ J i i i �i T i i i i i i i i ----==z===-_ �_ _______�___=z====��__==___�- � ' i i i i i i i i i � i � ; � � � � �� � �� � � � � � � o =-_ _ �_ _____ _ � � � � � I , i THREATEN TO GOMPROMISE THE IN'i�GRITY OF TFfE �� A� � t i i �i i i i i i i i i i � � �_, �_, �D,�i � , � r-, r-, r-, �I i � i i li i i � i �i � �i i � i � ' i � � STRUGTURE. BRIN6 DUBIOUS GONDITIONS TO THE � I I I I I I I I I I I I � c I I � I � I ( � � i � � � � � � � � � � � I I � i � i , � , , �� , , �� , � � , � � , � � � � � i i ATfENTION OF THE ARGHITEGT PRIOR TO � �! � L_J L_J � L J � L_J L_J L_J = I � I � I � I I I I I I I I I I I I ' ZI $ I q 23 � I I 4 °� '�' � � I I � I � j I I � I I I I � � � � � � i i � i � � � � � � � � � � � i i q iR�1 r � � � � � � � � � , � � � , � � � i i PROGEEDIN6 WITF4 THE WORK. RE�ER TO THE i � � � � � � � � � � � � � �_ - - - - - - - - - - - ��,►� � � � u i i i i � � � � � � � � � � � � � � � � � i i STRUGTURAL DRAWIN65 d SPEGIFIGATIONS. �� � � i i i i i i i i i i i �i i i i� i-i � � �.�7 i� u I�� i i i i i i i i i i i i i i i i i � j i q. I'R O P E R L Y D I 5 P 0 5 E O P �L L.. D E B R I S I N � � � u � r, u��� � � � � � � � � � � � � � � , � AGGORDANGE WI'M LOGAL ORDINANGES d � � i i i iiii � � i � � , � , , � i , � , , i � , i i I j i �i � i i i i i i i i i i i i i i i l � � �I � L ulll i i i i i i i � i i i i i � i i � i � � � � i i i i i i i i i i i i i i i i i i Z� ( I i p i 4 u��� i i i i i i i i i i i i i i i � � RE6ULATIONS. � � � iiiiiiiiiiiiiiiiii �iiiiiiiii i ii ii i � i � i � � � � � � � � � � � � � � � � � � � � n i � � � � , � i � 10. REM01/E � DI5P05E OP /�+�LL PLOOR PINISHES. � i i i i �i i �i i i i i i i i i i i i i ii i ii P�4NTRY � �_�\ ��' n � i i i i i ii i i i i i i �i i i � � i � � � � � � � � � � � � � � � � � � i i i ii 4 I I ii � � � � � � � PR�PARE EXISTIN6 5UB-PLOOR TO REGEIVE NEW � � � i i i i i i i i i i i i i i i i i i ��h� ' ' �!.?� i �� � ;,`.��i i ° � �i j �i i i i i i �i i i � � � i � � Z �INI5HE5. REPLAGE EXISTING 5UB-PLOOR DA M I�G E D 2 � � i i i i i i i i i i i i i i i i i i i i�ii � `�_� �� i � i � i � � i i i i i i i i ii i i i i i � � i i i i i i i �i i i i i i i i i �i i �i t n � y ii � i--- r � �.�_iz i i i i i i i i i i �i i i � � BY (N5EGT5, WATER, AND/OR ROT. U � � i i i i i i i i i i i i i i i i i i ���u G0�4T GLOSET � �i � � �____� � � i i � i i � i i i ` i � � � i i _` �i � � � � � � � � � � i i II. REMOVE d DI5P05E OF �LL 1NTERIOR WALL � i i i i i i i i i i i i r i i i i i KITGHEN � ii � i '""::.� �� � i i i i i i i i i � i � � BASES � WOOD TRIM. � � i � � � � � � � � � � � � � � � � � � 1 - - i i. p i t i ii i � i i i � �i i i �i i i �� i i I 12. REM01/E 4 RETAIN ALL PLUMBIHG FIXTURES �OR I iiiiiiiiiiiiiiil A � j i i i i i i i i i i i i i i i i i i � �,�,� � LIVING � �i� i i i � i i i i i i i �i i � � t�-r -�+-�-�-+-+-�-+-+-�-+-�-�-+ �;-��' i i �--------� � ��i i i i i i i i i i i � i � � i , I I DI5P05AL AT THE OWNER'S DI5GRETION. GAP � n � ' � i i � i i �i i i i i i i i i i i �i l - - - - - - - - -- - - - - - - - - - - - - - - - - - - - � � � �-------� � ii� � � � � � � � � � � �i i i � � �J � � ABANDON �XI5TIN6PIPIN6ASREQUIRED. _ W I I I I I I I I 1 I I I I I I I I I I 1 '1 � �� I II� � I � I I � � I � � I I I � i � � � _ � i i i � � � � � � � � � � 13. REMOYE � RETAIN �LL LIGHTING �IXTURES �OR � � � � � � � � � � � � � � � � � � � � � ,,------,, � � �� , , , , � , � , � � , � � I I , � i i i i i �i i i i i i i i i i i i � i I � �.�; �T� i i � ��--�` J�� i i i i i i i i i i i i ii � ► � IN6 SWITGHIH6 �E n, , i �� � i DISP05AL A�T THE OWNERS DISGRETION. REMOYE � i � � � � � � � � � � � � � � i I I I I H�LLYVf�Y --------- ---------�-- ��= � ..+�-` i� ' � � � ' � ' � � i � DI5P05E OP EXI5TIN6 WIR , , • � W I i II i I I , I I I I i i i I i I I I I i: � g ' 1 � .- J� i i i i � i i � i i I i � I � i i i i i i i i i i i i i i - -------------- - �----� �.� , � � � F.====� � �i i i i i i �i i �i i i ; i i REGEPTAGLES. M�4INTAIN EXISTING J-BOXES POR � � J L,,, � i �.\ { I- �-r-r-r � I I I � I I I �-�. , �� i i i i i i i i i i i i i i i i i i i � .---L_ -y- � s� I I � L � i li �i i i li �i � � � � 14. REMOVE �E RETAIN ALL APPLIANGES POR n ' - i i i i i i i i i i i i i i i � �I I�.?� � I��� I � � i i i i i i i i i � I I � I I I I I I I I I I � I I I I � - / - I �� I I I I � I I I I � I ( � W � i i i i i i i i i i i i i i i � r------- -1------J fvl eJ i i i i i i i i i i � i i i i i i i � � i � i i � i -- � �( i � i i � i � � i , i � � i i DISP05AL ,4T THE OWNER 5 DISGRETION. i i i i i i i i i i i i i i i ��� d UP TO �'�i � i i � � i i i i i i i i i i i i i i i -------a � �� > i i i i i i i � i � i �i i i --- --- � i .�( � L_J DOWNLIGHT �i i i � i �i � i i � i � � i � � � � � � � � � i i i i i �i i li i i i i i i i i i i i i i i � �i � � "� ii i i i � �F ' � i � i i � �i � � i i i �i I � O � � i � � � � � � � � � � � � � � � � � � � z � � -r i ' 'K !k �,r `� r� u i ii � � � � � � � � , � i i � � � � '�., , PaNrrZY . DEMOL I T I ON �G�YNOTES: � I I I I I I I I I I I I I I I I I I I � Q � � I IA 1 r--------� / � I I I I I � � I � � � � � � � I I I I I I I I I I I I I I I I I IIII I I I I I I � I � � I I � I � I � � � � �- _ � � � � � � �" �� � � - ---��' g ��� ii i ii � � � � � � � � � � i � � ; , � � , � � I. DEMOLISH 8 DI5P05E OF �XI5TIN6 PIER INGLUDIN6 00 I i i i i i i i i �i i i i li i i i i li �'� g - - I � -, ��II 1 �� �----- �__---- -__, p t II I II i i i i i i � i i � i � � i i � � i � � �---�.-� C!� � i � � i _, MUD ROOM .. i ,, ---- , � i � � i � i � i i � � � i i i � BRIGK 1(�NEER, STR,UGTURAL GOLUMN d I I I I I I I I I I I I I I I I I I I - - I� �II I } � ��' �� I � I � I • � i i i i i i i i i i i i i i i i,�--_, u � �� _ �.. � i i i i i � � FOUND�4TION5. G0,4T GL05ET � i i i i � � � ' � � � � ` i i i �i i i i i i i i i i i i i i i i - �`i�,, �u � � � REF. � �.��� s6 �---_---� ��` /i i �i � � � � i i i i �i i i �i i i i i i � � 2. DEMOLI5H � DI5P05E O� WOOD DEGK, D�GK � I I I I I I I I I I I I I I I I I I I I � ` r II 1 \ I '� 23 �---------i �♦ �n I I I I I � � I � I � � I � � � � � � i � � � � � � � � i � i i i � � i i � `_�..�i t KITGH�N � � � i � rr FRAMIN6, � 6UARDRAIL5. I I I I I I I I I I I I I I I ��.�,/ r--------� � J I I I I 1 I I I I � � I L__ � i � D D A i i i i i i i � i i i i i i i i i i i i i i i i i i e � �d � - � �. ------ ---------------------r- �i.�-c�� rt-�-r+a-�t�-�t-�-�-�-�-�-i-�-� 3. R�M01(� EXISTING DOOR, �R�ME, � 51LL. n1 � Q -------------------- -- W ( I I ( I ( I I I I I I I I I I I I I � ------ -� �r I I I I I I I � I � � I ( � I I I � i � � � � Dy� wr�` �--------� _ ���`_ i , ` i� i i � � � i � �i � i i � � � i i � ; ii i 4. REM01/E � DI5P05E OP EXI5TIN6 WINDOW PRAME, � IIIIIIIIIIIIIIIIIII L- - � IIIII � I � I � II i i i i i i i i i i i i i i i r �� . --- F==--=� I i i i i i i � GLAZIN6, � TRIM. PROTEGT A�Li. STAINED 61.,455 IN � O i i i �i i i i i i i i i i i i i i i i i ° � J..� � � � �� ( I�� � i �i i �i i i i i i ii i �i i i i i �i i � PLAGE. M .--� iiiiiiiiiiiiiii W � ��_� � i HALLW,4Y � i i i i i i i i i i i i i i � O ��I i i i i i i i i i i i i i i - - - � _ �- � i i s ,, ' -__=�`�"-�L.�_��.�_�.�.�_`��_��a - - - � �--��'Z� I i �102 g . �1 I ' i i i i i i i � i i � i i i i i i i � � 5. DEMOLISH EXI5TIK6 INT�RIDR PARTITION TO THE �� , i i � �------- -a GLOSET 1=-t-.A� � DBL. � � � ` � i � i � � � � � � �i � � � � � �i i � i ; � i EXT�NTS INDIGATED ON THE PLAN INGLUDIN6 U �__ . lii � iii � ii � i � � � � i � i ----------- � - - - - - � � J� �'Z�'ZI OYEN�I' � i � i � � � � � � � � � � � � � , � FINI5HE5 PRaMINb d BUILDIN6 5Y5TEM5. � � ' � ' �------------------- - �_II_LN-L�J 1�.�1� ' -r iL_ � .r i i � i � � i � � � � � i � � i i i 'i i i � � i , i � i i i � i i ' i � b. DEMOLISFf � DI5P05E OF EXI5TIN6 POUNDATION J t i �� $ATHROOM -------------- -- ---__ �i � � � � � � � � � � � � ' � 1- ---- ----T� 1 F==--� F�== -- %I I I I I I I � I I j I I j I � � I �- --�--r--r- r i �---_ - L-I WALL AND FOOTING. i i - � S i � � i i i � i i i i i i i i i � i i i t i i i � � i _ � \ �---� � i i i i � i i i i i i i i i i � ' i i � � � � � l. DEMOLI51-f � DI5P05E OF EXISTING MILLWORK a Q i � i � � � � , � � INGLUDIN6 5HELVING, GABINETRY, � W�11..L PaNELS. � � z � � i � � � i i � � � � , � � i i i i i i � i� L - - - - 8 i D ( �`.\ � � g , Q g �\ i i i i i i i �i � �i � i i i �� � �� i i i i i i i S. REM01(E EXI5TIN6 BRIGK OR STONE YENEER d � i � � __I • � i � � � � � i � � � � � � � � � � � � � � � PREPARE SH�ATHIN6 TO REGEIYE NEW MATERIAL5. � '_ • � i � � i i i i i i i i � - ., � i i i � i i � � i i ' -�--L-1--� � � � � �i � MUD ROOM - i i i i i i i i i i i i i i � � i r r� 9. DEMOLISH EXISTING EXTERIOR WALL TO THE ---------------------- ---------- L--- � ii I , �� ENTRY i i i i i i i i i � i i i i � � � +---------�� ' ------- i yn� � ?�104 � - �� r- � � � � � � � � � � � � � � � �� � � � � �' � EXTENTS INDIGATED ON THE PLP�N INGLUDIN6 _ � ' ii �- - J I II \ I �____ __� IIIII I I I I I I I � � I I � I � � �� ,,-n ` i� � -- � u i i i i � � � � � � i � � ' i i j �RAMING, INTERIOR FINI5HE5, � EXTERIOR 51DIN6. \ � � �� �• �� � �� i i i � i i i i i i � i i � i i i i i � � � � � SHORE �E BRAGE A5 REQUIRED. STRUGTUR� 15 NOT /'1 i , n ��y i��i i � � � � i � � � � � � , � � � � i � i � i i �� �� i�� i i 1 a � ��u i i i i i i i � i i i i � �i i � i � � � � i � �4 , GON5TRUGTED. BR�G N6��4LL REMAIN UNTIL tJ�W � � n � ` � ��s�-_ �i ���� �----� tl l i� i i i i i i li i i i i i i i i � i li ; � i i ��JJ ; �� �i i i r�--�i i �� i � i i i i i i i i i i i i i i i � i i j �� SHEAR WALLS ARE INSTALLED � ROOF SH�ATHING ♦ ^ I II LL==-�J � J _-____ �__ ') I I I I I II � II I I � I � II 1 �' i ( / V I I i i �_L� 15 �ASTENED. 1 ------- s_�_is_�_L1_�_L1_�_L1_�_L.L__-- � � il ' �- -------� �- � 10. D�MOLISH EXI5TIN6 PIREPL,4GE INGLUDIN6 FLUE� --------------------- - ------- --- � � ii i � i GL05ET : i � �RAMIN6, d �INI5HE5. SHORE 4 BR�4G� A5 �� � ii i ; _' si i 7�ilOt� - = i � WITHOUT WALL �15 GONSTRUGTED. BRA�GIN6 SHALL � � � = i �� � REQUIRED. STRUGTURE 15 NOT LATERAL.LY STABLE � . � I ii GAR�4GE i 3" DIA. STEEL ( i J� �' . � ° � REMAIN UNTIL NEW SHEAR WALLS aRE INSTALLED � i � i _ i B�4THROOM PIPE GOLUMN 21 i i I i f� ROOF SHEaTHING IS �aSTENED. , i I g ii i .4103 TO REMAIN i i -----------�-------------------------J i II. REMOYE EXISTING 51DING � PREPAR� SHEA�THING � � � I ii � i r------------------------- i � � - -- - � � TO R�G�IVE NEW PINI5HE5. REMOVE 4 R�PLAGE n i i ------- -----------� i � ; EXI5TIN6 SH�ATHING DAMA6ED BY IN5EGT5, WATER, i � i i � � � AND/OR ROT. � � � ii i ( �! 12. REMOVE EXI5TIN6 ROO�ING MATERIP�LS � Limits of Use: i � ii i i , ii i � �� UNDERLAYMENT. PFZEPaRE SHEATHING TO R�GEIVE �� � � � �� � I � These documents are instruments of the NEW UNDERLAYMENT � ROOFING. REMOYE � � � �� � � ii i � Architect's rofessional service,shall remain the �� i ` i n i � �� REPLAGE �XI5TN6 5HEATHItJ6 DAMAGED BY p i � �i I � � ii � � property of the Architect, and are for the sole i i i i i i i � � I N5EGT5, YVaTER, AND/OR ROT. i' � �� � � use and benefit of the Owner.The shall not be i I ii i i GP�RAGE ii i � 13. DEMOLISH EXISTING RODFING, UNDERLAYMENT, Y � � used by any other person or entity without prior �4105 ' ii i i 5HEATHIN6, d ROOP FRAMIN6. � � �� i � - � written consent of the Architect. Unauthorized i t, � �� � � ii � i 14. REMOYE EXI5TIN6 FINI5HE5 � PREPARE i II Z� � I �� � ( � 5UB5TRA�T'E TO REGEIVE NEW PINISHES. use of these documents, in whole or part,shall i I i i is i � i i i ii i ( i! 15.DEMOLISH EXI5TIN6 SLAB ON 6RADE TO THE not create a contractual relationship with or ►---------------------- ------------- ----- � � � � � � EXTENTS INDIGATED. KEMOVE d DI5P05E OP ALL cause of action in favor of any third parry � -------------------------------- �_ � � Fl.U5H WIOX22 �� � g � DEBRI5. against eitherthe Architect orthe Owner. r------ ----- -------------------------------------� � i i iii � � � ------------------- --------------------� i � � HEADER BEAM u i � I6. GUT � REM01/E E?CI5TIN6 ROOF SHEATHING TO � � = i i i A80VE TO ii i � � GREATE RID6E VENT SPA�GE INDIGATED IN THE Phase: I � � � REMAIN �� � � r ARGHITEGTURaI.. DRaWINGS. DO NOT GUT � 8 ' i � - � - i i i � i STRUGTURAL PRAMIN6 MEMBERS. , � � DRO�fl �� � i , Desi n Develo ment L - - - - - - � -� � I't. GUT � REMOYE EXI5TIN6 ROOF 5HErhTHIN6 TO g p - - - - - - - - - - - - - � � i i i WI4x30 STEEL �� � � REGEII/E SKYLI6HT5 INDIGATED IN THE � = i ' i i BEAM ABOVE TO i i i � i/ aRGHI'T�GTURAL DR�WINGS. GOORDINATE � i � REMAIN i i i i LOGATION WITH THE LOG,4TION OF EXI5TIN6 I � i i i i i � i PRAMIN6. DO NOT GUT STRUGTUR�4L �RAMING I i i i i i i � � NIE:MBERS. � � �� � � 18. GUT � REMOVE EXI5TIN6 ROOF SHEATHIN6 TO � j � t �� � � � 03.21.2006 For Permit 8 � � � �� �� � i THE EXTENTS INDIGATED TO PREPARE ROOF FOR � I i � � � 3 DIA. 5TEE1. n i � � � � � i i �� PIP� GOLUMN TO � � sa �� THE GONSTRUGTION OF NEW RAIGE EAVES. 03.02.2006 Owner Review i i i 19. EXI5TIN6 POOTIN6 � POUNDATION WALL TO � � � � � REMAIN � � � i REMAIN. 01.23.2006 Vail Design Review i I � �----------1---------- --- ---------- ------------------� i 20. DEMOLISH EXI5TIN6 �OUNDATIONS A5 REQUIR�D i i L------- --------------- ------------- -------- ------------ 07.20.2005 Conceptual Review I �-------------------- ----- -- --- --- � i TO PREPARE �OR NEW GONSTRUGTION. -------------- ----------------------------------------� , � � / 21. EXISTING LOAD BEARING WALL TO REMAIN. NO. DATE: DESCRIPTION: � I 22. REMOVE �XISTING STRUGTURAL GOLUMhI � BE�M. I ss u e d f o r: � 8 REFER TO TFIP STRUGTURAL DRaWINGS � � SPEGIFIGATIONS. Description: � �- - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� 23. MAINTAINBEARINGGONDITIONFOREXISTING , , , , 24. EXI5TIN6A51TE RE AININ6 Wr4LL TO REMA�IN. MA) N LEVEL. UNIT �3 UNIT �4 25. EXI5TING STRUGTURAL GOLUMN TO REMAIN. D E M O L I T I O I�I 26. EXI5TIN6 GLU-LaM B�AM ,4BOVE TO REM/�IN. � � �Xi5�6 EXISTITRU6G�..��w�+p r w�w000 P LA N P05T, RE: STRUGTURAL. 28. DEMOLISH EXISTING TIMBER RET,4INING Wf�LL. � , 24. GUT EXI5TIN6 6LU-LA�M BEAM pT �XTERIOR Scale: Sheet No: PAGE OP As Noted � MAI N LEVE L D E M O LITI O N P LAN RE�wE��D �� �ab Number: 1 , D2 1 - ��.��•� _ �: �P� 2 5 � 0416 g ���.�� _ ��-o�� �a • NORTH � ° ;. ;� ,. AGENCY i f , �; ,� . �� A. a C�vENER�4L D�MOLIT101V NOTES: :. ,;. ;. L THIS PL AN DOES NOT IMPLY ANY SEQUENGE TO � C� � ....... 4 ........::.: THE ORDER OF DEMOLITION. M�ANS, METHODS, � ::;; > :............... � THE S�QUENGE OP DEMOLITION IS THE 50LE .. 1 �>. .. t >:<««::>::>::::>::::: .� � 4� RE5PON51BILITI' OP THE GONTRAGTOR PERPORMIN6 :::;::<::><;, ,<:::; _ � ; � THIS WORK. • 2. �RIFY THE LOG,4TION OP UTILITIES PRIOR TO � A 1 �1 1 I �� C�U �G B E G I N H I H 6 T F I� W O R K. P R O T E G T A N D/O R R E L O G a UITILITIES A5 NEGESSARY TO AGGOMODAT� ' DEMOLITION aND/OR NEW GONSTRUGTIDN. 1457A South Pearl Street - �� 4 a � u a u � 3. TNIS PLAN MAY PIOT REPRESENT aLL ITEMS TO Denver, Colorado 80210 v � BE DEMOLISHED. TFiE GONIRA�GTOR 5HALL YERIFY - - - - - - - - - ALL EXISTING GONDITIONS, DISGREPANGIES, � ALI. 303.759.9660 � OTHER ITEM5 TO BE nEMOL15H�D PRIOR TO infoQseangarrett.com ___-___�_____-______�_---___ -- --�____= DEMOLITION. garrett.com -----�------ www.sean 4. RETAIN ALL EXI5TIN6 PIXTUR�S, PITTINGS, � m HARDW,4RE FOR REUSE, STORr46E, OR DISP05AL AT Architect/Enginee�Stamp: TH� PROP�RTY OWNER'S DISGRETION. ; � i i i u HARDWAIRE�OR STORA6E OR D 5P05AL AT THE i i i ' � PROPERTY OWNER'S DISGRETION. , i 4 i i i ' 6. ALL �XISTING GONSTRUGTION TO tZEMAIN 5H,41..L ��F ��e,Q� ��� BE G01/ERED � PROTEGTED A6aIN5T D,4MA6E '�e �,� ------------- ------------- --------- ------------------ -----------------�i DURING DEMOLITION � NEW GON5TRUGTION. ��' � � � 't. THE CAN'TR�GTOR SHALL YERI�'i', PaTGH, � Cij MaSTER � i i LEYEL TH� EXI5TIN6 PLOOR �T THE LOGATION OF SEl�l�1 IIA. � -�- BEDROOM I i i DEMOLISHED PARTITIONS POR PROPER '�Nf GARRETC _ � - - - - g - i i -�a 4 - 4 - - -4 a INSTALL,4TION OF NEW PARTITIONS, PINISH 2O326� � � � MATERIALS, APPLIaNGES, 8 PIXTURES. �i� �� �i�i 8. THE GONTRAGTOR SHALL BE RESPON5IBLE POR � �� -----=--- -- � --- --- ----- ------ --- --- -1 THE BLOGKIN6 � BRaGIH6 O� WALLS WHER� ��5+ G��� , O =====s-=-== - -- ___-___��_____-______�___-___� � MODIFIGATION5 TO THE EXISTING CANSTRUGTION EQ AR THREATEN TO GOMPROMISE THE INT�6RI1Y OF THE , , \�`� � ,' / STRUGTURE. BRIN6 DUBIOUS GONDITIONS TO THE ��J , ' I q ' � `� i ATTENTION OP THE ARGHITEGT 1'RIOR TO �/L GI/l/ OPEN TO \ ; i i PROG�DIN6 WITH THE WORK. REFER TO THE -- BELOW GLOSET �� ! i i 4 5TRUGTURAL DRAWIN65 � 5P�GI�IGI�TIONS. MA�STER �� / , i q. PROPERLY DI5P05E OF ALL DEBRIS IN BEDROOM � '� �� i i AGGORDAI�IGE WITH LOGP�L ORDINP�NG�S 8 � �� / i i REGULA�TIONS. i i i A205 ��\ �i � a 10. REMOI/� � DISP05� OP �4L.L PLOOR �INISHES. n , � � PREPAR� EXISTIHG �JB-FLOOR TO REGEIY� NEW �� i i i \�` � / _"� FINI5HE5. REPL,4GE EXI5TIN6 5UB-�LOOR DAMA6�D U 4 i i i - -- - - � GL05ET {T`�� �� _----1�---- � ---- BY IN5EGT5,WATER, AND/OR ROT. I r--------� "'� � , � i ' r� - � ��.-�`` i: ''�Ic,'� � II. REM01/� � DI5P05E OP aL.L INT�RIDR WALL � i �--------� ..� � � �- = i BP�5�5 � WOOD TRIM. 4 � � ` GL05ET I i g �.� �� ; i i �------------------------- � M A 5 T E R �' � � � _ � 12. REMOVE 4 RETP�IN ALL PLUMBIN6 FIXTUR�S FOR n 1 i ii I I I ► B A T H R D O M �'J r` 'x `�c' _ ; io DI5P05A�L AT THE OWNER'S D15GRETION. GAP d VJ � �--------, , � � � i � � � - � � �-� = i ,�BAPIDON EXI5TIN6 PIPING A5 REQUIRED. , i - - - - - J � i�--------� % �� � i 13. REMDYE 8 RETAIN A1.L LI6HTIN6 PIXTURES FOR � ' i STAIR H�LL I I ► i ,---- s , � `��c, _ I s � � `� � i ---- DISP05aL AT THE OWNER'S DISGRETION. REMOVE � , � � ► � �- : i DISPOSE OF EXISTIN6 WIRIN6,SWITGHIN6, � ' � - I I --==--f-~-� � '�� �_�a s /�� `�� i , = i -- REG�PTAGLES. MAINTAIN �XISTIN6 J-BOXES FOR � � � i i i - _ ► � i� � �u I � �' ��` �� � RE-USE. ' � i ��� - - o - � - i i � _ , � � � a 14. R�MOVE � RETAIN ALL Af'PLIANGES �OR Q, i i iyi � _ � I i r-�-- i � i ` = R ��\\ �i `�\ DOhW TD ��' DISP05r4L AT THE OWNER'S DISGRETION. Q � � � SWITGH i u � Lf� I �jj j � %��1 � _ �� �� / � ItII /�4 � � i "� DN (� I I �i - �' ;;'r, � ��' i ii _ _ � / `• i'Ki' " D$MOLITION �GEYNOTEB: �} �- � i i i ° MA�S'T�R � �r't_�� �i' �,�--- i � - - % `� i i i O ♦ ^ pp i 4 �/ ( � i II,. i i � � i � . iu q � �r� B,4THROOM �� -► ' � � _ � � i �� ���I �� 4 L DEMOLISH � DI5P05� OF EXISTIN6 PIER IhtGLUDING V J � � i i i i - I I �i � � � " � i i � � BRIGK VENEER, STRUGTURAL GOLIJNM � • - O � i i i L � LL � � �='J � � � � ss \�� FOUND�TIONS. � � ----- ------ ------- -------------------- i - - I - - - i --- i ' � � , 2. DEMOLISH � DI5P05E OF WOOD D�GK, DEGK � - i ----- �� i � � i i %------------- ---------------------\� g: :>:»:::<:>:>:<;:::;::>:, �ENE�AL DEMOL I T I ON NOTEg: ... ::: � a ea � . L THIS PL�N DOE5 NOT IMPLY aNY SEQUENG� TO a , :<.:<:;.:;:;:;: .:.:::«:::>::>::;:.. :;:> .:;;::.;;:::>:> � T'HE ORDER OF DEhIOLITION. MEAN5, METHODS, � ;;;;;. <;:> , THE SEQUENGE OP DEMOLITION IS TFfE SOLE . . .. . ::<:; : � .� r��:-�:-� .:: ::::::::::::::: � RE5PON51BILITY OF THE GONTRAGTOR PERFORMING . .... >:: .>:: .:...; ,;�:. :: THIS WORK. , 2. YERI�`( TFi� LOGATION OF UTILITIE5 PRIOR TO A 1 �1 1 I �� C�U � BE6INNII�l6 THE WORK. PROTEGT aND/OR RELOGAT� e UITILITIES f15 NEGE55ARY TO �1GGOMODATE ' DEMOLITION AND/OR NEW GONSTRUGTION. 1457A South Pearl Street : 3. THIS PLI�N MAY NOT REPRESENT�4L.L ITEMS TO Denver, Colorado $0210 BE DEMOLISHED. THE GONTRAGTOR SHAL.L VERI�1' ,4LL EXISTING GONDITIONS,DISGREPf�NGIES, � al..� 303.759.9660 OTH�R ITEMS TO BE DEMOLISHED PRIOR TO infoC�seangarrett.com � � DEMOLITION. � ' ' www.sean arrett.com i� — — — — — — — — — -� — — — — — — — — — i 4. RET,41N ,�LL �XI5TIN6 PIXTURE5, FITTIN65, � 9 � i HaRDWaRE FOR RElJSE, STORI�6E, OR DISPOSA�L. AT � j- j THE PROPERTY OWNER'S DISGRETION. Architect/Engineer Stamp: i � � 5. RETAIN ALL REM01/ED DDORS d DDOR � i i HARDWAR� FOR STORA6E OR DI5P05AL AT THE � j j PROPERTY OWNER'5 DISGRETION. i i � i b. ALL EXI5TIN6 GONST'RIJGTIDN TO REMAIN SHALL �� ���� i I I BE GOVERED � PROTEGT�D A6AIN5T DAMA6E �� '�' j j DURIN6 DEMOLITION � h1�W GONSTRUGTION. �"' � � i � i 7. TNE GONTRAGTOR 5HA1.L 1/ERI�`f, PA�TGH, � c� � LINE OF BUILDIN6 BELOW i i LEVEL T'HE E?CISTING�LOOR ,4T THE LOGA�TION OP ��N i � 12 i DEMOLISHED PARTITIONS POR PROPER �t CiARRET� � -----�'I INSTALLATION O� NEW P�RTITIONS, PINISH 2O3263 F,, � I� i i MAT'�RIALS, APPLIANGES, d PIXTURES. �s G i i i � i 8. TH� GONTRAGTOR SHaLL BE RESPONSIBLE �OR �� �•`� �-r--r--�--�--�--�--�--�--T--r--r--r--r� TFIE BLOGKIMG � BRAGIN6 OP WALLS WHERE �s � � � i � 1 i' i' i' i' i' i' i' i' i' i' i' i' i ,� MODIFIGATIONS TO THE E?CISTING GONS'T'R,UGTION E[) �R,G I I 12 j - - — ��-f�-��-��-��-f�-�'�f -� -.�� f� �-, �' i . THREAT�N TO GOMPROMISE THE INTE6RITY OP THE O • • • � � • � • • • • a' STRUGTURE. BRIN6 DUBIOUS GONDITIONS TO TFIE I 1 ( - - - - � �i i i i i i i i i i i i f II ii I I i / i / i / i / i / i / � / i / i / i / i / i / �I i'I � � � � � � � � � � • � � � • ,� i � � ATT�NTION O� THE ARGHIT�GT PRIOR TO G/� � � • � � • • � � � • • � '� � PROGEEDIN6 WITH THE YVORK. R��R TO THE j j � �i� i� i� i� i� i� i i� i� ir i� �� i�� i I � � �' � • � � . � � � � � � � � � � STRUGTUR,4L DRAWIN65 � SPEGI�IGATIONS. `_ I I I i i i i i i i i i � �i �i �,t' � ----7j� i i i i i � i i i r 13 � i� � . . . � � . . . . � � i � i q. PROPERLY DISPOS� OF ALL DEBRIS IN i� � � �� �� �� �� �� �� �� �� � ,���.�' � � AGGORDaNGE WITH LOGAL ORDINANG�S � , A �I i ib - Y�' �.' ��' �/ ,�� ,�' �' �.' ��' ,� ,� �. �� i ,� � R�GULATIONS. v J • • � � • • • • ' � � � � � � I �) 10. REMOVE 8 DI5P05E OF AI..L PLOOR FINI5HE5. � �---------- --- I"1 �---- "I I �i �i �i �� �i �i �i yi �� � i i '� n , � � PREPARE EXISTIN6 5UB-FLOOR TO REG�IVE NEW W � i ---- ------------ , � i i i /� /�i /�i �� /� '� /�i /�i �� /� /� �� � � � � � � i i' i i / i� �' � i f� i' �� ��� i i �INI5HE5. REPI.AGE �XISTING 5UB-FLOOR DAMA6�D r , � i � � i i Y �• ,� �� �� �� �• �/ �,� ��� �• �� �• � � � BY INSEGTS, WATER, aND/OR ROT. v j i � � i �' '� �� �� �' �' �' .' ' %� .' �' ��1�---� I I. R E M O V E � D I 5 P 0 5� O P A L L I N T E R I O R W A L L r o �I � i i � i'� i' i'� �/ .'� ,.' i i'� .'� i'� ii' /� � � BA5E5 � WOOD TRIM. �_. �_. i i � � ��' �' �' �' / � �� �' .' .' ' �' �� i 12. REMOVE d RETAIN ALL PLUMBIN6 PIXTURES �OR j ia j �� �-----� i ,'� ,�� ,�` ,�� �'� �'� �' /� .�' I�'� ,�� ;� j j io DISP05AL P�T THE OWNER'S DISGR�TION. G/�P 4 � r--r--r--r-�-r--Y-�--�--� I I i i i i � / i i i / i / i I I ,4BANDON EXISTIN6 PIPIN6 AS R�QUIRED. ���' �/ �' ��' �.' ,�� ,.' �: ' ------- ------------- --� � ;� .'� .'� ,���,�����'� �'� .'� ,'� .'� .'� �'� a i ) � 13. REMOI/E � RET�41N �4L..L LI6HTIN6 PIXTURES POR --------- i �.' �.' ��' �' ,.' ,�' ��' /��,a� r �. �� �, �, � �� ��, �� ; ,� �� ��i ... i DI5P05AL ,4T THE OWNER'S DISGRETION. R.EMOYE � � � . � � � . � � � � . � � . , . � li � � � i i i i i . I I i i � i i i i i i i i .I I i , , �� �. , , , ,� , , , , ,i i DI5P05E OP �XI5TIN6 WIRING, SWITGHING, 8 > � ��/ ��/ ��/ ��/ ��/ ��/ �/ �� �� � i� � i / i / � i� i� i� i� / I I REGEPT�4C.1.E5. M,4INTAIN EXISTING J-BOXE5 POR c� � � �� �� i� �� �� �i� i� i� j I i �� �� i i i �� i i i i i ,I I - ` r i i i i i i i� i� � I � i i i� i� i� ii �� �i �� �i �i �i� --J RE-USE. • � i �� .' �� �' .' ' � � .'� � / .' ' � � � � � � � � � �--�- 14. REM01/E � RETA�IN ALL APPLIANGES FOR � �- I i i i � � i i 1 i i i� i i i � i i i i i r �� i i i �� �� �i �i 1 �� � � /� /� /� �� ,� /� '. /� /� i ', � � / � � � � �, �, � � � ib ,, ,, �, � � �, �, � �� �� �� , �� � �' i D15P05AL AT THE OY�'S DISGRETION. f � , � � � Q � � � � � / � II rc---� y � � � � � � � � � � � I � I � �Q � �--_-_� II, � � .' ,' ,' �' �' �' ,� � � � ------------- � ' , , � , , , , , , � . � ,r' ,� DEMOL I T I ON KEYNOTES: � i i i i i � � i i �� 8 --------------------- J � � i � i i i i i i i I � � l i i i i i � � �i i ( I II �I i i � �� i i i i i i nl f � � i i� �� � � i� � 12 � I II �t I�i �i i i �� �i �i �i �i �: � � � � i I O W � � � , , • � • �1 v `� � � ' ' � � � � � • �� �� �' �� ,�i I. DEMOLISH � DISP05E O� �XI5TIN6 PIER INGLUDING � � 00 ��� �� �i �i i� �� �� �i �i I �� �� �� �� �i � i i i i i . � � �' /� •'� �'�i �� i BRIGK YENEER, 5'T'RUGTURAL GOLUMN � . — � � � � �i �i � � � ( �II 1� ��� �� �i �� �� �i �i �i �i � 19 ���� i� i �� � �i� �i� �� ��� �II 6� � �/ �� �/ �/ �/ �/ �/ �/ i�/ i/ i�/ i�/ i�� i I ��N�aT���J. O II 1 � i i � i i i i i i� i� i� i i� i� �/ i� � �p s� �i i �� �i i� i� i� i� i i i i i � �__e_.a is � � . . . � � � � � . � i i ---- ------------- 2. DEMOLISH � DI5P05E OP WOOD DEGK, DEGK � 0 ,� ,, ,, , , , ,� , ,,, �-----� � , � a , , , , , , � , , , , ,� �-------- n , �� �. �� �' ��' / .' / .' �I �,' � , � , � � � � � � � � � , � � � � � � / . � � i � � -------- -r i 3,�REMI OVE EXISTI�NG DI OOR,�RAM�, � 51LL. � � � � � � � i i W � . � . , ,� �� . , , ' � � . � � � , � ��/ i�/ i�/ i/ �/ �� i�, i�, // � LL_L _�__�_�_�_� ��/ /�J,�J/�1/ 1_= ------- I 1 . , , � _ '� .1'`{�------------ i i 4. REMOI/� 4 DI5P05� OP �XISTING WINDOW PRAME, � O : b'�/ '�, ��� �'� �'� �'� .'�/ '�/�'� � �--__-� ib � li i 6LAZING, � TRIM. PROTEGT ALL STAINED GLA55 IN � ' � i i i i ' i � U r-=--� � � O � � � . . . . ' . . .� i i i i PLAGE. �•' �' �' ' � � •' � • I ,� � �� �ii a� j 1 � 5. DEMOLISH EXI5TIN6 INT�RIOR PARTITION TO THE � � i i ��KT5 INDIGAI'�D ON THE PLpN INGLUDING U 1 i� i� i� �� ��.�--�-� � = — — — — — — — — — — � 1-� �II 9 i -� i ' ' ��i �i �i i i� i� �� �� �� � �L-- � �II p��/ v � � \ � � • : '� � � • � J � 0 � �ii o� i � i PINI5HE5, FRAMIN6, 4 BUILDING SYSTEMS. �i�'�i�� ii �f i�� i�� i�� i�� i'j �-----�— - - - - - ��� a� I j j b. DEMOLI5H d DI5P05E OP �XI5TIN6 POUNDATION J � �ii i i i i i �II �� I ( � � i � . � . . . . . ii a � WaLL �4ND FOOTIN6. � Q �� � . � � � . � . . > r,' �/ ,�� • • � • � • �--. ---.� — ��_=_-�� j i i 'I. DEMOLISFf � DI5P05E OF EXISTING MILLWORK �; ,' / ,' ,� / �' � •' �' �'� � i � � INGLUDIN6 SHEI.VIN6,GABINETRY, � WALL PANELS. � i��� ��ii �� �� �� �� �� �. �� � � . i � ,�,�I i 8. REMOVE EXI5TIN6 BRIGK OR STONE VENEER � � � i i i i i � i i i i i �----------- � � / i i i i i i i i i i i -------- � � �� � � � � � � � � � � � I �j i PREPARE SHEATHIN6 TO REGEIYE NEW MaTERIALS. i,�. � � . . � � . � . � . iZ ie � � q. DEMOLISH PJCI5TING �XT�RIOR YVA1.L TO TFiE � , � � � � � � � � � � . . � � i EXTENTS INDIGATED ON THE PL�4N INGLUDIN6 r. . � . . � � . . . � � , M � . � . . . . .. Ir��t__��_�__��_�L��./_���_�/__1�1_��L� . . . .. . � . . . . . . . � . � i i �RAMING, INTERIOR PINI5HE5, � EXT�RIOR SIDIN6. � � � � j � SFfORE � BRAGE AS REQUIRED. STRUGTUR� 15 NOT � � LATERALLY STABL� WITHOUT W�4LL A5 � i � � GONSTRUGTED. BRAGING SH�LL REMAIN UNTIL NEW I SHEAR WALLS ARE INSTALLED 4 ROOF 5HEATHIN6 � iz i i i 15 F�ST�NED. I i _�_ i i 10. DEMOLISH EXISTING �IREPLAGE INGLUDIN6 PLUE, � E� O — � — ` �RAMING, 4 �INISHES. SHORE � BRAGE a5 � Ib ��--- --� — — — — — — — — — �� . i REQUIRED. STRUGIIJRE 15 NOT LAT�RALLY STABLE � . � i WITHOUT WALL AS GONSTRUGTED. BRAGING SH�LL � I � ' ' � �� REM,41N UNTIL I�IEW 5HEAR WALLS ARE INSTALLED � • � ------------------------------------ --------------------_J i I �` i ROOF SHEATHING 15 �ASTENED. � , i �-- - - - \°� i II.REMOVE EXISTING 51DIN6 � PREPARE 5HEATHIH6 � u ��� i TO R�GEI1/E NEW PINISHPS. REMOVE 4 REPLA�GE I � ` � EXI5TIN6 SHEATHING DAMAGED BY IN5EGT5, VW4T�R, j `��`j AND/OR ROT. _ Lim its of Use: ( i ----------------------------------------------� 12. REMOI/� �?CISTING ROOPIN6 MATERIALS 8 �� � �� I UNDERL�4YMENT. PREP�4RE SHEATFfING TO REGEIYE These documents are instruments of the � I MEW UKDERL�IYMENT �E ROOPIN6. REMOVE 8 Architect's professional service,shall remain the � REPLAGE EXIS'tNG SHE,4THIN6 DAMAGED BY property of the Architect, and are for the sole � IN5EGT5, WATER, AND/OR ROT. use and benefit of the Owner.They shall not be �I � 13. DEMOLISN EXI5TIN6 ROOFIN6,UNDERLI�YMENT, used by any other person or entity without prior � SHEaTHING, � ROO� �RAMIN6. written consent of the Architect. Unauthorized � 14. REM01/� EXI5TIN6 �INI5H�5 +E PREPARE use of these documents, in whole or part,shall i SUBSTRATF TO REGEIYE NEW FINI5HE5. not create a contractual relationship with or � �Z 15.DEMOLISH EXI5TING SLAB ON 6RAD� TO,THE cause of action in favor of any third parry �� � ' EXTFNTS INDIGATED. REMOVE � DI5P05E OF aLL against either the Architect or the Owner. i D�BRIS. ' � Ib. GUT +� REMOVE EXISTIKG ROOF SHEATHIN6 TO Phase: - - - - - - - - - � i I GREATE RID6E VENT SPAGE INDIGAl'�D IN TFfE ARGHITEGTURAL DR,aWINGS. DCJ NOT GUT • �� � _ � s-rRU�,v�u. �r�,Mix6 r�r�r��s. Des�g n Deve l o p m e nt - ---------_-_-_�_---_-_-_---- - 3'-O° I"1. GUT � REMOYE EXI5TIN6 RDOP SHEATHING TO REGEII/E SKYLI6HT5 INDIGATED IN TH� I ARGHITEGTIJ�L DRAWINGS. GOORDINAI'E I LOGATION WITFf THE LOGATION OF EXI5TIN6 FRAMIKG. DO NOT GUT STRUGTURaL �RAMING MEMBERS. I8.GUT � REMOI/� EXISTING ROOP SHEATFiING TO 03.21.2006 For Permit ' I , , THE E?CT�NTS INDIG�4T�D TO PREPARE ROOP POR 03.02.2006 Owner Review �� THE GONSTRUGTION OF NEW RAKE �AYES. Iq. EXISTING FOOTING d FOUNDATION WALL TO 01.23.2006 Vail Design Review REMAIN. � 20. DEMOLISH EXI5TING �OUNDATIONS a5 REQUIRED 07.20.2005 Conceptual Review ' TO PREPARE POR NEW CANSTRUGTION. NO. DATE: DESCRIPTION: — — — — — — — — — — — — — — — — 21. �XI5TIN6 LOAD BEARIN6 WALL TO REMAIN. , 22. R�MOYE �XI STI NG STRUGTURAL GOLUMN � BEAM. I ss u e d f o r: o REPER TO TFfE STRUGTURaL DRAWING5 � cim SPEGIPIGATIDNS. Description: ° 23. MAINTAIN BEARIN6 GONDITION POR �XI5TIN6 6LU-LAM BEAM ,480VE. R O�F � 24. �XI5TING SITE RETAININ6 WALL TO REMaIN. ' uN�T �e� uNi T ��a� 2s. EXISTING STRUGTURaL GOLUMN TO R�M�IN. D E M O L I T I O N $ 26. EXISTING 6LU-LAM BEAM ABOVE TO REM,41N. 2'7. 5!�#ORE �XISTIHG LOFT ABOYE � REPLAG� PLAN EXI5TING 4x4 5TWIGTURAL GOI..UMN WITH NEW WOOD `` , _ P05T, RE: STRUGTURAL. � 28. DEN(OLI5Ff �XI5TIN6 TIMBER RETAINING WALL. Scale: Sheet No: , , 2q. GUT EXI5TIN6 6LU-LRM BEAM �T EXTERIOR As N oted PAGE OP WA1.L � DEMOLISH DEGK. ROOF DEMOLITION PLA�I ;;;, tn �;%i' �,'7�V� f�E�t�VV�Q L�� JobNumber: � ��4�� - �� ��� ,.f - - D2 . 3 NoRTH � ;; ��R � 0416 . . . � �. . � � �. �� � . . � .. . . � . . � � � � . . .. � . . . . . . . . . . . . . . � . �.`4 , . �.� � � . . . . . 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Fr�v. w,�.�. i GL�S�T - 12'-b° (�l � '�i EL � 385'-�" I BEDFZO�M I I � � � � + g�AC�05 � BED#�4M ,? �—ST�F TCrP�CJ� WALi. ,A�4.� � r 1 �aQ-r ; � �. � ' � � � � I I ° � I . � i i i �,,�.� - 43 � : _ � � L � �, 'cn . � , - � � - - � �� ,�.� � � � II � � ,4?.2 � BATHR�70M � � � � ,�, H�4L�lN�4Y 6ATH'RQ4M I I o � I I = �y� ��u�y � i�'C7{?8 � � � I `�/ ,� _ I I � � I 1 � RE: 5 � � Aoc�a ` , , '. � (� �- � � �, �uc� � � ' -----� � Cl� � �o° — — I — -- — — — 4"_6�� 60_��� A3.2 � ; _ - - - - - - - - - - — >: - - _ _ .. - — - - - - - - - - - - - — I � ` — � I � � � ,aoN� ,43.C7 � � I I I I � I I 4'-� o a'-o" ' � I � � I � I I I I I I I I � _ = I I f�W e�,f� �,, o � � � [� G��S�T � I GL45�T 61�ME RD�M ,p„gpy�'�, 1�: `;� r a � � I _ I I 3 I�pp5-A i A�04 5'TR�JGTURAI. "' _ ,� � , � � � � � - - MEGHANIG� � L — — _ � � — — — fl 1n ; � � •:. � , - � � +� c� "� : . , � --- - - - - - - _ � - - - - - - - - - - _ � � - -3 __ -- - - - - - - - — GL�JSET � � J �.,.�,... � ,4Q0'7-,4 � � � 4 �� � � .,',i I � — -- � - i� � — — -- — II Iw � � � � �+ �`` A7� � � ST�P 7C7P T:C3. Ff�D. L _ �►�/ — — — � _ �. — I � � — � � I � r�F �L �l� = 838-r'-4 I�2° �C]�'1 � I—'-`--_�'� r� . 4 �- - - -. � � l� � - = _ �� � �.� ST+C?R,�GE � �° I ,�y� ,, � a - � ,a��o-,� � I � ► ' 1 � " � � I ;;:; `'� __ — J I f I II ,�' A$.I � N������ { I a I I � --�, ! I I I I o i � BA"THf�OM � ��c �r �° '��_� W��W,AY r�/ - AC��2 MEGHP+NI GAL AUU I � �-� ■I►�� �� � A��Q3 � T.D. FN,I7. YKAILL � � � � � � � EL = 8�91'�I I"' . � � -'I — _ � I � � — �.�` AQI3 � �.� — _�.� � — - - - - - � - - — J ���,�ts�f us�: �hese documents are i�nstruments of the �XI5TI1'� PLUES �k.�'�`iH�T'��"rTU�odt,� �aT�"J: Architect's prDfessional service, shall remain the T{7 P.,EMAIN GL05ET �, �, �p � �p�IpATl�hl P1.AN �C7FZ �IM�N51DN5 p�operty of�he Architect, and are far thc soEe � �'0'0� CJ� FGKJNDATIC7N5 d �OOTINC�S. use and benefit pf the C7wner.Th�y shail not be 2. R�. T� 1`!-�E 5t7� P'�AN �GR THE EX7�1�7'S �3F used by any other person or entity without prior �?CTERI�R Pt4VIN6 � RETAINkM6 YV�►1.,L5. wrttten consent af the Architect. Unauthorized 3. P�. TC] � �TR�JGT1JRPd_ DR�4WINC� �[7R T#� use of these dc�cuments, in whale or part, shall r� f� �- 4� � LDGATI01�C5 f�'F �►LL GDNSTI�JG�ION � �C.DNTI�4L not create a contractual reaativnship with or -��' °=��"�- � `''- ��``��'` �''�' ,301NT5 IN GONGf�:ETE SLAB5 +rJN Gl�ADE. cause af aet+on in favor af any third party '� 4. STUAI� Pa4TT�F� �N D'�41h165 AR.� against either the Archi�e�t or the Owrer. � vi�.�,r�r�r�ri� or��. cot�r�ra� �,� �roc�c--u� ��at� v�r�as a �avir� �c� or�� Phase; RE�I�EY'� � f�PPF�VAI.. QP 57DNE 51Z�, 5H�44f'�, GULQR, MC3RTAR, d JOfhfTIN6. ��S I rl Q -C.�'11+�I Q I'l`��`�1� �. � �ro r� rzooM ��r���+ �c�mu� ��ra � � IN�RI4R FINISf-ii MA7ERIALS 8 GQLC�RS. 6. PRc�'VI�� � It�€STAi.L �LI17 Y�4GOD �L.OGKIIV6 �OR ALL Y�IAL.L-MUU3�lTED � S�EMI-R�G��� MC�ITED � �G�lJIF'F'�NT, ,4GG�55aRl�a, G,4BIN�TS, #A#�47RAIL5, MEGHR1�IGftiLI�LFG1RIGftiL EQUIPI�NT, ETG. �. FZEFEi� T[7 WINU�W � DODR SGh+�f7UL�5 FG►R JAh�i, FIEf�D, +� SILL D�T,41L5. Q3.21.2�Q6 For Permit b. A�1. N�4� FDR 5f1.1. PLA7�5, SL�, � 03.02.�4(}6 �wner Re�iew a�.ac�ci� it� c�or��ac� w�rr� �vxc�r� r� MA5C.7�RY 5�-ff,�41.1. B� PR�S�-7F�,R7ED, R.E= Q1.23.204a5 Vail Design Review � SP�..I�IGATIDN5. � fl7.20.2005 Conce�tual REView q. ALL WODD WITi-IIN 6 C3� GP.GiR11�f) 5�##,ALL B� PRE�-TR�A�D, R�: SP�GI��G,4TIt?N5. NC7. 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REFEf� TO TH� SITE PLAN FC.�R Tf�#� �)CT�h1T� C� us��!'by�ny other persen ar entity without prior � � � �" �?C7�RIUR �AYIAIc�a d RET'AIF�IN6 M'V�4LL5. written consent of the Archatect. Unautihoriz�d � GL�35ET � � r ° � � � ; 3. I�FE�'i TD TH� ST'RAJGTl1R.�4L cRA�WI� �OR TH� use of these doeurnents, in whole ar part, shall I � � � �a�'�' i � I LOGATI�NS C)F ALL. GUM57RlJGTIO�i d C.G7NT'RC7L nc�t create� contractual relationshi�with or .ioixr� ir� co�r� ��es Qt� �v�. � I 1 I !2 �F. 5TCJ1V� PAT�RNS I�l Q'RA3+VINbS Af�E a�afnst e her the Archit et or the�w e. � d � 9 I � B�t7iZO�M � I7�AG'k,AMh�A71G O�N�.Y, GC?hI�F.AGTG'R �fALL � h�lOfrK-UP SY�i�+f�E � d PAV1N�b �O�R +�WN�R°ra Phase: � � � ,4203 �VIEY+I � A�PROVA,L CyF S�Ot�fE 51�, �iAf'�, � I � � c�v�, r�-raR, a .�air�ri r�, D e s i g r� D e�v e I o p m e n t - � � � � u 5. R�fER TU THHE 'ROOM FIKISM �GH�DI�L�S �O1Z I I I I CN'T�RIC?R �iN15H MAT�RlA�LS # GC�LG�RS. I I � 6. PRAViDE � IhLSTALI. 5C?LID YVD+aD B1�C7GICI1�J6 �OR - � .f�.1.. 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P'R�FAB P0R��5 � FL.UES SFfA�LL BE �r�r�v � r� r+,�r�,acrur�� P R C�P C]S E C7 ��'��b� v v��r+��Ar�,�c�°� u�-� ���� �a-r i�, �o�r�v� �T-�o�, ,aNrt-�iP+�ox v�vES �vr� U P P E R L EV E L , '�-'- "o� g���. P LAN Llhl I T 'B' �N I T '�4' I3, �C3V I17� TF� �QLLON41 Nt5 lNSIfLAT101V R-VA�IiE� (IRG TA�`31,E NII��.I): � G��LIt�ICaS; !R-4G ,+��.3 � T_ W�LLS= fi�-21 Seale: Sheet No: �EU'lE�'U'E� ��` i ��o�: r�-�i �s ►v�t�d � - B,as�r�T �r�a..��: R�s� ; � ia. � ��o�v �ioR �ur�R �+� � ao�N��,�e�: P R C�P�S E D U P P E � L��1 E L P LA i� ; .��. � � � ; ��.-����a�r �-�,� a�„� ��R, �.�.�. ,AZ . � M i 15. A�.L SH�T M�TA�L FLASHII^� SHALL B� GppP�R, �`t� � � - _ , M TAL i���� = r�_Q�� ; � �: �c��ic�Tiar� NC�f�,TH �+7�',��nr�n Ir.'�i��,^TPU11 � ..�_. 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A5b � ( � � t ?�5.7 I 0 I I I � � ❑ � � �q.0 � , o l , �2°,NP. � �-- — 2 I . r , : V g �w, co�-cL�u Aq.l 4 ROOF GRIGKET FOR Ar✓'.FJ A4.2 � 2 P051TIVE DR/�INA6E . �q.� � � Iq � ( r �� v N ' � � � t�w, rrAHU�a�cTU� � � i � FIREPLAGE PLUE �j t�w, r�w, GOPPER SHEET MET�I. A�J'.b ' _ (V SKYLI6HT � GHIMNEY SHROUD, IYP. � . / a � i4 � i (� �' �a.2 � ,�q.o � � 0 � N rrP. I I � � � � 10 � _.1) I � � A3.2 `n �. NEW, GEDAR SHaKE ROOPING � A�3.O � � 00 � • O GOPPER RIDG� GaP � � � � Q NEW, SKYLIGHT - la � N INSTALL IN 12 � � � NEW, GOPPER-GLAD EXISTIN6 OPENIN6 A�I.� �— J O ROOP GRIGKET NEW, BUILT-UP � i � RIDGE YENT, TYP. � ' � - � ❑ � O ST,ANDING SEAM �i NEW,GOPPER U GOPPER SHEET METAL SHEET METAL ----, q. ' o � O� ROOPIN6 GHIMNEY 5HROUD ^ � A5.6 51M. J — — — — — — - - - - -I I ia � ' I -I— - - - - O NEW, SKYLI6HT - GOORDINATE NEW NEW, GEDAR SHAKE ROOFING � LOGATION W/EXISTING ROOP FRaMIhIG � � � � ShIOW PENGE, RE: 5PEGIPIG�TIONS - - � � GOPP�R VALLEY FLASHIN6 / �------� A4.1 - IN5TALL IN AGGORDANGE WITH 8 EXISTING PLUE / (� MANUPAG'NRER'S TERMINP+TION TD � REGOMMENDATIONS �q.2 5 REMAIN NEW, GOPPER-GLA�D � A�I.I ROOP GRIGKET � n , I 4 ,�, �r , 3 � A5.7 A9J � ---� , 5� � �9/� � � � � 14 I � I j I - - - - - - - - - - - - - � ROOFNOTES ' — � �q.� � L GOVER �NTIRE ROOP WITH 6RAGE VYGOR ULTRA, � � RE: 5PEGIFIGATION5. INSTALL IN AGGORDAI�IGE � � — — WITFf MANUFAGTURER'S REGOMMEND,4TION5 `---- Limits of Use: 3'-0" � �'j �RCiN�T�rituQ��. NOt��J: These documents are instruments ofthe Architect's professional service,shall remain the � �a.� L REFER TO THE �OUNDA�TION PLP�N POR DIMENSIONS property of the Architect,and are for the sole � OF FOUNDATIONS 8 FOOTIN65. ? ry , use and benefit of the Owner.They shall not be 2. REPER TO THE 51TE PLI�4N FOR TNE EXTENTS O� used by any other person or entity without prior 'Qq EXTERIORPA�VING � RETAININ6 WALLS. written consent of the Architect. Unauthorized •O SL��P� 5� , 5 3. REFER TO THE STRUGTURA�L DR/�WIN65 POR THE ' LOGaTIONS OF ALL GONSTRUGTION �E GONTROL use of these documents, in whole or part,shall EXI5TIN6 �LUE not create a contractual relationship with or NEW,GEDAR SHAIGE ROOFIN6 � �q.� JOINTS IN GONGRETE 5L�B5 ON GRADE. ' NEW,GONTINUOUS GOPPER • TERMINP�TION TO REMAIN 4, 5TONE PATTERNS IN DRAWIN65 ,4RE cause of action in favor of any third party EAVE PLA5HIN6, TYP. DIA6RAMMATIG ONLY. GONTR�4GTOR 5HALL against either the Architect or the Owner. NEW, GEDaR I ' NEW, GOPPER SHEET MET'AL MOGK-UP STONE Y�NEERS � P,4VIN6 FOR OWNER'S Phase: SHAKE ROOPIN6 GHIMNEY SHROUD REVIEYV � �4PPROVAL O� STONE 51ZE, SHAPE, SLOPE � GOLOR, MORTAR, � JOINTIN6. r�w, �,oxT�r�uous c,o�R �. ��eR To� RooM F�x��+ ���u�� �oR D e s i g n D eve I o p m e n t — _ — — — — — �- — I EA1/� PL�SHING, IYP. INTERIOR PINISH Ma1'ERIAL5 � GOLORS. b. PROVIDE 4 INSTaLL 50LID WOOD BLOGKING POR I 3'-0° EGiUIPM�NT AGGE550RIE5,GABINET�HANDR41 5, — — — — — � , 5L� MEGHANIGaL/ELEGTRIGAL �QUIPM�NT, �TG. 'i. REFER TO WINDOW � DOOR SGFfEDULES POR JAMB, f�fEA�D, d SILL DET�ILS. 03.21.2006 For Permit � 8. �41.L WOOD POR 51LL PLATES, SLEEPERS, OR GOPPER VALI.�`( �LASFfING BLOGKIN6 IN GONTAGT WITH GONGRETE OR 03.02.2006 Owner Review MA50NRY SFfALL BE PRE55URE-TREP�TED, RE: 01.23.2006 Vail Design Review 3 � �4 SP�GIFIGATIONS. �� c� � 07.20.2005 Conceptual Review /�q.� q. Pd.1. WOOD WITHIN 6 OP 6RDUND AL.1. �Q.I �i NEW, GEDAR SFfAKE ROOFING ,, ��.r_,.,.,. . . . , i'RESSURE-TREAT�D, RE: SPEGI�IGaTIONS. 10. I�' APPLIG�BLE, PROVIDE MIl.1. GERTI�IG�ITE OF NO. DATE: DESCRIPTION: � ALL 6LU-LAM LUMB�R TD �IELD INSPEGTOR AT TIME Issued for: p.,, ., OF FRAME INSPEGTIDN. Description: II. MET,4L PREFAB PIREPLAGES � �LUES SHALL BE : — — — — — — — — — — — — — — — — INST�L.LED f'ER THE MANUPAGTURER'S a ��• I+�' � � SPEGI�IGATION5. GHIMNEY SHROUDS SHALL NOT P RO P O S E D � VOID THE MANUFAGTURER'S UL-LISTING. L 12. P'i�VIDE FR�05T-PROOF, ANTI-51PFfON VALVES ON ,� � e�es. ROOF PLAN , 13. PROYIDE TH� FOLLOWING INSULI�TION R-VALUES $ (IRG TABLE NI102.1): uNir �a� uNit ��a� � GEILINbS: R-4q e �t3.3 WALLS: R-21 Scale: Sheet No: 0 ������� � �LOORS: R-21 As Noted ! BASEMENT WALLS: R-la , �/�, 14.ALL EXPOSED EXTERIOR LUMBER SHALL BE Job Number: �% ����, � � �a�� PULL-OIMEN510NED, RE-SAWN DOU6 PIR,U.N.O. � P R O P O S E D R O�F P LA N ,� ��. �LL. SH�ET METAL FLASHIH6 SHP�LL B� GOPP�R, A . � I/4�� = 1'-O�� RE: SPEGI�IG,4TION5 q-1 6 NORTH �Ol.C1RAQ0 lNSPECT40�� RGENCY ,,, . . . . � '�,.. . . � � . . . � . � . . . .. � � � � . . . . . � � . .. . . � .. � . . �. � . . . . . . . � . . . . � . . . . . . . . . . ,f�. . . . , . . . . . . .. . . . . . � . . � � . . . . �� . . . � � � . � � � . . . . � . . . . . . � . � . � � . . . . ; ..��I . . �. . . . . . . . � .. � . . ... . . � .. . . . . . . . .. � . . � . . � . . . � . . . . . . . . . � .. . . . �...'. ..::.. ;, :: : A�'GH ITECTU��4L NOTE3: :::>; � � �� <«:».:... .ea � , NEW, GOPPER GHIMNEY GAP, TYP. .... ;:. �F I. REPER TO THE POUNDATION PL.�N POR DIMEN510N5 �"�'�```'� • ` «;:::: : :::. :::;:; � _ ;: ::<:. .>;>;;:::.:::::::::: ------- -� OP POUNDATIONS � POOTINGS. � � >;:,>;:::<.;:«<.�; A5.6 :. '` ::::::::::::.:. $ ------� 4 2. R�FER TD THE 511'E P1.aN �OR THE EXTENTS OP .;:� 1 �:?:��� „ .., NEW, BUILT-UP RID6E � , veNr, rrP. � I I A5b EXTERIOR P,4YIN6 � RETAINING WaLLS. �� " '� � 3. REPER TO THE STRUGTURAL DRAWIN65 FOR THE r h � rQ � � ( I , LOGATIONS OF ALL GONSTRUGTION � GONTROL A I C 1 1 I l.� C�U 1 �i iJ�W, GED1�R SHAKE T.O. EX15T RIDGE,� ROO�ING � � ( � EL = 841"i'-O�� JDINTS IN GONGRETE 5LAB5 ON 6R��DE. � NEW, STAIN�D, DEGORATIVE ( � 4. STONE PATTERNS IN DRf4WING5 ARE 1457A South Pearl Street ROU6H-SA�hW WOOD LINTEL ; � . , . . .. . , : DIAGRAMMATIG ONLY. GONTRAGTOR 5HALL Denver, Colorado 80210 NEW, GOPPER EA1/E . - MOGK-UP STONE VENEERS � PAVING �OR OY�MER'S ��.,as�lr� � � 12 . . . . � � . �view � a�ov�� o� srorr� slze, s�+A�; 303.759.9660 � --' g � • • � -' 12 GOLOR, MORT�4R, � JOINTIN6. i - -� - • . • � 5. REFER TO THE ROOM �INISH SGHEDULES FOR infoCseangarrett.com T.O. EXIST RIDGE . . � � �� .. TYP.� 5 TERI I M,4T�RIal.S � GOLORS. www.seangarrett.com EL = 8413'-2° . : • • � ' C� � IN OR �IN 5Ff , � . . . . , . . ���00 6. i'ROVIDE � INSTALL SOLID WOOD BLOGKIN6 �OR • • . ' . ' ALL WALL-MOUNTED � SEMI-REGE55ED MOUNTED Architect/Engineer Stamp: . .. ., . • � • . �• EQUI NT, AGGE550RIE5, GABINET5, HANDRAILS, . . . , W�W, 5T/s+INED, ROU6H-5?JNhI . � , GEDAR PASGIA � � • . • ' . ' '. •'.'�. � �j� ' :'�. ' . ". O P NIEGHAN GAL/El..EGTRIGl1L �QUIPMENT, �TG. . T. •. _LA� . ' • QflU , • ' , ,. , , , . . EL - 8 q-4", V.l.F. "I. REPER TO WINDOW � DOOR SGHEDULES POR � � . . � . • . . . . . • NEW, ALUMINUM-GL�D WOOD . . , . • �CC�� . ' WINDOW, RE: WINDOW SGHEDULE . . , � . • � . . ' . . C� C� . . JaMB, FI�AD, � SI1.L D�T?�ILS. . � � 8. ,4LL WOOD FOR SILL PLATES, SLEEPERS, OR �OF ��L� • , � • ' , ;,. . . e / � ° . � . � . , . �C� : . • . �, BLOGKIN6 IN GONTAGT WITH GONGR�TE OR ��'` �� . . •. . , . , NEW, I" THIGK 3-GOAT GEMPNT . � I� / \ .., �� : • , ' 1�5.5 ' . . � . \ . ' . ' . .' . • . . � - . --� MASONRY 5H,4LL BE PRESSURE TREATED, RE• � 51UGG0 W/EL1�45TOMERIG FINISH • . • • ' ' ' . . . . •- Q� - =- SEA�1 nll. GOAT . • • ' . , , , • . •.� . � .. . • NEW WOOD BALGONY W/ SPEGFIGI�TIONS. GARRET�T� � a� a. A�LL WOOD WITHIN 6" OF 6ROUND 5HALL B� , , . - . � . . , . � . �� . � � �� 1 � •. •� ,. • ,. . , � , . • PRE55URE-TREATED, RE: 5P�GI�IGATIONS. O I . '• , , , • � � ' ` ° � �, < � � PAINI'�I� ST��L ID. IP APPLIGABLE, PROVIDE MILL GERTIPIGATE OP � 2Q3263 �., PINISH PLOOR BEYOND I . ' . •, • .. . . O� q � GUARDR,41L PABRIGATION �� �C9 ' ' � � . ALL GLU-LaM LUMB�R TO FIELD INSPEGTOR AT TIME . . . � , I I OP FRaME IN5PEGTION. *�`� ��'� NEW, GEDAR ( `� � � , 5H,4KE ROOFIN6 . . • . . . •' . .. • • . II. METAL PRE�AB PIR�PLAGES � FLUES SHALL BE s'�� �RC, . . ( I T.O. F.F.,� - - - --- - - - - - - - - ---- . . . INSTALL�D PER TFIE MAI�JPAGTURER'S - - - - • e --�- - - = - - EL = 8401'-3 3/4�� - , � , � SPEGIPIG,hTIONS. GHIMNEY SHROUDS SHALL NOT ' �° � . • �. I � VOID THE MANU�AGTURER'S UL-LISTIN6. " _ . ' . ' . / \ / \ . � / \ / \ � �. 2 12. PROVIDE PR05T-PROOF, ANTI-51PHON YftiLVES ON . � � • aL.L H05E BIBS. . . / � / � ���� / � � , � : �q.2 13. f'ROVIDE THE �OLLOWIN6 INSULATION R-VALUES � . � � � � i � QQ i � � � • . � : . . ' NEW WOOD DEGK,RE: (IRG TABL� NI102.1): r ^ NEW, WALL-MOUNT . . , f• �' . . / � � / � LI6HT PIXTURE T1'P. . • .. , . . . 16 Q��Q 16 � ; �"--- -, PL�NS POR EXTENTS � , . � � � � 1J I O O r G�ILIN65: R-4�t V I RE: � LI6HTIN6 ' . �.. • � / � � ' oQq�oo " � / � I � WALLS. R 21 PLANS • � . , � PAINT�D ST��L � . PLOORS: R-21 � , . . .� . 6UAR17RAIL PABRIG�4TION BA5EMENT WALLS: R-Iq . U Q , , . 14. ALL EXP05ED EXTERIOR LUMBER SHALL BE 1 ^ � \r �ULL-DIMEN510NED,RE-SA�WN DOUG PIR, U.NA. � � � � ; � �� ,. � � � � 15. aLL SHEET METAL �LASHIN6 SHaLL BE GOPPER, � � �L� � , � ` „ , ,, � O(� T.O. P.P. RE: SPEGIFIG,4TION5 � GLAD EXISTIPl6 - - - - - - - EL = 83q2'-2° � RETAININ6 WALL YV/ e o e a` ° T.O. FND. YV�LL 5TUGG0 FINISFf GOAT - . - . - . - . _ - - _ � � �j �j ��,,_--��- � � � �� � Q�-_J �J �-----��'� ?;----�� � EL = 8391 -I I _ � I � �'� ��/'"7��.�., �„ -, I � � n1 NEW, ADIiERED . NEW,5TAINED, WOOD-GLP�D NEW, STI�INED, Ixb T46 GEDAR �Q � �� � � ��,(�,���C��^---� Q THIN, N�tTUR�41. STONE VENEER ON W NA�TUR�1L STONE 01/�RHEAD S�GTIONAL 51DING - MITRE � OUT5IDE � � I o � ° / � ,� --�r, o � STkUGTURAL GONGRETE MA50NRY PIER TYP. q oq c� � c��JC� Qq � � �CC� __l��;�c��� �=,�=� � ! t� > 1/�NEER 6ARA6� DOOR W/ OPENER GORNERS d aL.16N JOINTS I � I � / } ����,�t����,J Q � . - � � _ _ _ _ � ���,�J� �,�--�� ( T.O. FND. YVALL L EXISTIN6, FOUNDATION 8 � � � � ���J�C��7����, � EL = 838"1'-4 I/2"� � POOTING TO REMAIN - �� � - --� � L � � � /�`� Q \\ / ' ��)(`�j.�'�--�_)�'J�` � � Q � VERIFY D�PTH 1N FIELD - -1 � � � / �`���� �'^�`---! - I L � I l-lo� � -- ^� ���;��� � ■i .,p T.O. FND. VV�LL r�w �oux��riox � � � Oq - - - - - o����}�)`����1�� �O � , „ � � " , �-� -',��`��-'j����.- � EL = 8385-O � FOOTIN6, RE: STRUGTURAL � � � I I �,,�',-'�-J�,�[�` ,���i � � � � - - � I - - - -- - - - - - I - - - - - - - -�-- - - - -- - �- - - -- - - - - ��� �� � � T.O. SLAB Q � ' - _� - - - � r� 8382'-I I I/�", Y.I.F. � - -r-- - - -- - - - �. _ . - .� �- -- - - -- - - - - -7 - - - - - - - � - - - - - - - - -r- - - -- - - -- � DEMOLITION KBYNOTEB: 0 1- -- - - - - - - - - - -1 - - - - - - - - L - - - - - - - - - -�- - -- - - - - I LINEOPPINISHGRaDE - ND O n � � Q I I I � GHAN6E FROM EXISTING I. D�MOLISH � DISPOSE 0� �XI5TIN6 PI�R INGLUDING W � � I � I � BR�GNK�A IVEES, STRUGTURaL GOLUMN � � O I I I 2. DEMOLISH � DI5P05E OP WOOD DEGK, DEGK W J PROPOSED SOUTH EAST ELEVATIDN ,� - - � �a���LS. � o � � � PRAMIN6, � I/4" = I'-O° UNIT ,4 l �- - - J � 3. REMOVE EXISTING DOOR, FRAME, � 51LL. � � U `---� 4. REMOVE � DI5P05E OP EXISTING WINDOW PRAME, � , GLAZIN6, d TRIM. PROTEGT ALL STAINED 6LAS5 IN J � � PLAGE. Q 5. DEMOLISH EXISTING INT�RIOR PaRTITION TO THE � GENER�4L DEMOL I t I ON NOtES: exr�rs int�icAr� oN r►� P�.ax irtc�.uniN� I� Ib I. THI5 PLAN DOES NOT IMPLY ANY SEQUENGE TO �INI5HE5, �RAMIN6, � BUILDING 5Y5'T�MS. d- io ib 6. DEMOLISH � DISP05E O� �XISTING POUNDATION � is Tfi� ORDER OF DEMOLITION. MEANS, METHODS, � WpJ..L AND �OOTING. � ' THE SEQUENGE OF DENfOLITION 15 THE SOLE `1. DEMOLISH � DISP05E O� EXI5TIN6 MILLWORK (Y� � i� _ R�5PON51BILITY OP THE GONTRAGTOR PERFORMING INGLUDIN6 SHELYING, GaBINETRY, d W,4LL PA�NELS. � THI5 WORK. 8. REMOY� EXISTING BRIGK OR STONE V�NEER � ;' ; 2. VERIFY THE 1.OGATION OP UTILITI�S PRIOR TO PR�PARE SHEATHIN6 TO REGEII/� NEW MAT�RIALS. BE6INNIN6 THE WORK. PROTEGT AND/OR RELOGATE q. DEMOLISH EXI5TIN6 EXTERIOR WAl.1. TO TH� 12 UITILITIES a5 NEG�55aRY TO �GGOMODATE EXT�NTS INDIGATED ON THE PLAN INGLUDIN6 � 5 TYP. 12 DEN(OLITION AND/OR NEW GONSTR�JGTION. PRAMIH6, IN1'�RIOR FINI5HE5, � EXTERIOR SIDIN6. n � 3. THIS PLAN MAY NOT REPRESENT ,4LL ITEMS TO SHORE � BRAGE �5 REQUIRED. STRUGTURE IS NOT ' TYP. 5 RIF1' � � BE D�MOLISHED. TH� GONTRAGTOR 5H,4LL VE LI�TERALLY STABLE WITHDUT WaL.L ,45 ALL EXISTIi�l6 GONDITIONS, DISGREPANGIES, � ,4LL GONSTR.UGTED. BRAGIN6 5H�4LL REMAIN UNTIL NEW � � i� OTHER 11'�M5 TO BE DEMOLISH�D f'RIOR TO SHEAR WALL5 AR� INSTat..LED 4 ROOP 5HEATHIN6 ' D�MOLITION. 15 �ASTEN�D. ' � �� 4. RETAIN A�LL EXISTING FIXTURES, PITTIN65, � 10. DEMOLISFf EXISTING FIREPLAGE INGLUDING FLUE, � HARDW,4RE �OR REUSE, STORA6E, OR DISPOSAL ,4T PRAMING, � FINI5HE5. SHORE � BRAGE A5 � 4 THE PROPFRTY OWN�R'S D15GR�TION. REG2UIRED. STRUGTURE IS NOT LA'f�RaLLY STABLE O 5. RETAIN aL.L REMOVED DOORS � DOOR WITHOUT W/�L.L AS GONSTRUGTED. BRAGIN6 SH�tL.L HARDWARE �OR STORA6E OR DI5P05AL A�T THE REMaIN UNTIL NEW SHEAR WALLS P�RE INSTALLED � . u PROPERTY OWNER'S DISGRETION. ROOF SH�ATHIN6 15 PASTENED. Limits of Use:' : ' O� 6. ,4LL EXISTING GONSTRUGTION TO REMAIN SHALL If. REM01/E EXI5TIN6 SIDIN6 �E PREPARE SH�ATHIN6 These documents are instruments of the ; O4 BE GOYERED d FROTEGTED A61�11N5T DAMEI6E TO REG�IVE NEW �INI5HE5. REMOVE d REPLaC.E Architect's professional service,shall remain the DURI1�l6 DEMOLITION � NEW GONSTRUGTION. EXI5TING SHEATHING DAM/4GED BY IN5�GT5,WATER, property of the Architect, and are for the sole 7. THE GONTRAGTOR SHALL YERI�Y, PATGH, d qND/pR RpT. use and benefit of the Ow�er.They shall not be LEYEL THE EXISTIl�l6 PLOOR ,4T TFfE LOGATION OF 12. REMOVE EXI5TIN6 ROO�IN6 MATERIALS d used by any other person or entity without prior I7�MOLISHED PARTITIONS POR PROPER UIdpERLAYMENT. PfiEPARE SHEATHING TO REGEII/E written consent of the Architect.Unauthorized O O INSTALLaTION OF NEW PARTITIONS, �INISH �Z M�4T�RIALS, P�PPLIA�NGES, 1`IEw UND�RLAYMENT � ROOFIN6. REMOI/E � use of these documents,in whole or part,shall �� d ����• REPLAGE EXISTNG SHEATHING DAMAGED BY not create a contractual relationship with or �s 8. THE GONTRAGTOR SHAI..L BE RESPON5IBLE �OR IN5EGT5, WATER, AND/OR ROT. THE BLOGKING � BRAGIN6 OF WALLS VVFIERE 13. DEMOLIShI EXISTING ROOFIN6, UND�RI..I�YMENT, cause of action in favor of any third parry ' MODIPIGATIONS TO THE EXISTING GONSTRUGTION against either the Architect or the Owner. , SHEATHIN6, � ROOP �RAMING. THR�ATEN TO GOMPROMISE THE INT�6RITY OP THE 14. REMOYE �XI5TIN6 �INI5HE5 �E PREPARE Phase: STRUGTURE. BRIN6 DUBIOUS GONDITIONS TO THE SUBSTRAT� TO REG�IYE NEW FINI5HE5. o ATTENTION OF THE ARGHITEGT PRIOR TO 15. DEMOLISH EXI5TIN6 SLAB ON GRADE TO THE , 1'ROGEEDIN6 WITH THE WORK. REFER TO THE �XTENT5 INDIGATED. �MOV� � o�sPO� o� �..� D es i g n D eve I o p m e nt �o O STRUGIURAL flRAWINGS � 5PEGIPIG�4TION5. DEBRIS. O O O 4. PROPERLY DISPOSE OP ,4LL DEBRIS IN � �GGORDANGE WITH LOG,4L ORDINANGES � I6. GUT � REMOVE EXISTING ROOP SHPATHIN6 TO o GREATE RID6E VENT SPAGE INDIGATED IN TH� RE6ULATIONS. aRGHITEGTURAL DRaWIN65. DO HOT GUT 10. REMOVE � DI5P05E OF ALL PLOOR FINI5HE5. 5TRUGTURAL �RAMIN6 MEMBERS. , �° PREPARE EXISTIN6 SUB-PLOOR TO R�GEIYE NEW I'I. GUT � REMOVE �XISTING RODP SHEATHIN6 TO PINI5HE5. REPLAGE EXI5TIN6 5UB-FLOOR DAMa6�D REG�IVE SKYLI6HT5 INDIGATED IN THE ` 03.21.2006 For Permit 0 2 BY IN5EGT5, WAT�R, AND/OR ROT. ARGHITEGTURAL DRaWIN65. GOORDINP�TE 03.02.2006 Owner Review II. REM01/� d DISPOSE OP ALL INTERIOR WALL LOGaTION WITH THE LOGP�TION O� EXISTIN6 BA5E5 � WOOD TRIM. PRAMIN6. DO NOT GUT STWJGTURaL FRAMING 01.23.2006 Vail Design Review - . - . - . - . - . _ . _ . 12.REMOYE � RETAIN ALL PLUMBIN6 FIXTURES POR MEMB�RS. DI5P05�4L �4T THE OWNER'S DISGRETION. GAP d 18. GUT +E REMOVE �XI5TIN6 RDOP SHEATHIN6 T0 07.20.2005 Conceptual Review A�B�4NDON EXISTING PIPING a5 REQUIRED. THE EX'I'�NTS INDIGaTED TD PREPARE RODP POR NO. DATE: DESCRIPTION: 8 s a O 13. REMOYE � R�TAIN �4LL LI6HTING PIXTURES POR THE GONSTRUGTION OP NEW RAKE �aYES. 4 DI5P05AL AT THE OWNER'S DISGRETION. REMOYE � Iq. EXI5TIN6 POOTING � POUNDATIDN WALL TO Issued for: DISP05E OF �XI5TIN6 WIRIN6, SWITGHING, +E REMAIN. Description: � I� EPTAG E5. MaINT�41N EXI5TING J-BOXES FOR NG POUNDATIONS A5 REQUIRED REG L 20. DEMOLISH EXISTI , RE-USE. TO i'REPARE FOR NEW GONSTRUGTION. ° i e 14. REMOVE � RETAIN ALL APPLIANGES FOR 2L �XI5TIN6 LOP�D BEARIN6 WALL TO REMAIN. DI5P05,4L AT THE OWNER'S DISGRETION. 22. REMOVE EXISTING STRUGTURaL GOLUMN � BEAM. S O UT H W EST � 8 i REFER TD THE STRUG1URal,. DRaYVIN65 � s�ci�icArioNS. E L EVAT I O N S � . - � - "� - - - � - - - . � J .- . . - . F 23. MAINTAIN BEARIN6 GONDITION OR EXI5TIK6 , ; � . - . - . - . -� . _ . - . - . - . - . - � . . - .� . - . - GLU-LAM BEAM ABOV�. 24. EXISTING 51T� RETAINIH6 WALL TO REMAIN. � �� � 25. EXISTING STRUGTURAL GOLUMN TO REMAIN. Scale: Sheet Na , ffi a e . � ` � 26. EXISTING 6LU-LAM BEAM ,4BOVE TO REMAIN. As N oted , � , 2"f. SHORE EXISTING LOPT ABOVE � REPLAGE -� ` u�,�`��"� � � ��Q� EXI5TIN6 4x4 STRUGTURAL GOLUMN WITH NEW WOOD Job Number. e P05T, RE; STRUGTURaI.. EX I S T I N G S U U T H EAS T E L EVAT I O N �t.•1�.��' 28. D�MOLISH EXI5TIN6 TIMBER RETAINING WALL. /�� . � ` COt�C� 0 INSP E G T I O�J 2q. GUT EXI5TIH6 6LU-L A M B E a M AT E X T E R I O R O`i-� 6 � I/4" = I'-O° UNIT ?� � AGENCY P,4G� OF WALL � D�MOLISH DEGK. . . . . . . . . . . . . . . . . . � � � � � � . � . . � . . . . . . � � � . � . .,. . .. . . . . . � � � . � . � � � � � � . . . . . f,. 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' � . � � . . � � . . � . � � . . � . . .. . � . . . . . . . , . .. . . . . � . . i . . � . . . . . . . . . . . . . . . . . . . . . . . . � . � . . . .:::::::::: ' : . . . � . � . . . .. � � . . . � � . . . . . . . . . . � . . � . . . . . . . �� . - � :{L. � . . . . . . . . . . . � . . . . . . . ,. . . � - . . . . . . . . . . !::r a �+'�'� '''� � '.,.,.. . �4RGHITEGTUR�4L NOtES: :.. .. NEW, BUILT-UP RID6E YENT, TYP. `":.::�:� �.it.;:l I : �< , I. R��ER TO THE POUNDATION PLAN FOR DIMEN510N5 . .... � :>:::>;. � : �::;:< . ...:::> ;::>_> NEW, STAINED, Ixb T�6 G�DAR OF POUNDA�TIONS � �OOTIN65. : �::: «: ::<::<[«:::r<:>;>:::>:<::: + ........ � NEW, GOPPER GHIMNEY SIDIN6 - MITRE � OUTSID� 2 REFER TO THE SITE PLAN POR THE EXTENTS OP ':":` ``;` - sHROUV rn. --------_ 4 4 • ���::... , � � :�;.:`:� . � �5.6 GORNERS /�5.6 �XTERIOR PaVIN6 # RETAIHIN6 WP�LLS. _ NEW, f�DHERED N�4TUR,4L STONE V�N�R � .:. . . ......... � ------. 3. R��ER TO THE STRUGTUR�4L DR,4WING5 POR THE , ON EXISTING GHIMNEY FR,4MIN6 , ,, h • r ( l LOGATIONS OF pL.L GONSTRUGTION 4 GONTROL A�C 1 1 I �� C�U 1 � ( � I J O I N T S I N G O N G R E T'� 5 L�4 B 5 O N G R A D E. I I 12 � � T.O. E X I S T R I D G E� NEW, G�DAR SHAIGE ROOFING, ' ° 4. STONE PATTERN5 IN DRAWIN65 ARE � TYP. 5 EL = 8417-O RE: ROO� PLAN . , � � DIaGRAMMATIG ONLY. GONTRAGTOR SHALL 1457A South Pear l Street ; • � ( MOGK-UP STONE VENEERS � PAVING POR OWNER'S Denver, Colorado $0210 l . .. . . , . . . , .. ; REVIEW � APPROVAL OP 5TOWE 51ZE, SHAPE, NEW, I" THIGK 3-GOAT GEMENT � , � .� I I GOLOR, MORTAR, � JOINTING. 303.759.9660 STUGGO W/ �LA5TOMERIG PINISH 12 �.�-�(� � . _ �) 5. REf�R T0 THE ROOM PINISFf SGHEDULES FOR info@seangarrett.com GOAT 5 1YP. �--a • . ''• INTERIOR �INISH MATERIALS � GOLORS. ' t ' 6. PROYIDE 4 IN5T,41..L 50LID WOOD BLOGKIN6 FOR www.seangarrett.com W , ' • T.O. EXIST RIDGE_�_ � . . . EL = 8413'-2° ALL W�4LL MOUNTED d SEMI-REGE55ED MOUNTED Architect/Engineer Stamp: . •. ' �QUIPMENT, /�GGE550RIE5, GABINET5, HANDRAILS, • •. •. MEGHANIGaL/E1.�GTRIGaL EQUIPMENT, ETG. NEW, GOPPER EA1/� . . _ '' b FLASHING , � (� � . T.O. PLaTE , . . '1. RE�ER TO WINDOW 8 DOOR SGHEDULES �OR . . ' _`L_ . , � � . . e a � • . ' EL = 840q'-4" J�4MB,H�4D, � SILI. DET�41L5. . .. . . • . . 8. ALL WOOD FOR 51LL PLA'f�5, SLEEPERS, OR ��� ��C� . • . • � ^ '. • . � •, , .. . BLOGKIN6 IN GONT,4GT WITH GONGRETE OR NEW STAINED : . . � � . . ' . . ' M�50NRY 5H�4LL B� PRE55URE-TREaTED,RE: ��� , , ROU6H-SAWN �� � � � . . 4L � GEDAR P,hSGIA . , � . . � SPEGIPIGATIONS. � (� � , .. � . . . . • ,• . . . . • q. pLL WDOD WITHIN 6" OF GROUND SHALL BE � SEA1V�ll< : `� , � •� . .� . • �, O � '�' ' � . • '• PRE55URE-TREATED, RE: SPEGIFIGATIONS. � CiARRETT NEW, STAINED, DEGORATIV� •. . . , . , . • • . • �. . . • 10. IF APPLIG�BLE, PROVIDE MILL GERTIPIG,4TE OP P 203263 � ROU��H-SAWN WOOD LINTEL . o e '� � ' e < , ALL 6LU-LAM LUMBER TO PIEL.D INSPEGTOR AT TIME .� C� . . , . NEW, GEDAR SHAICE OP PRAME INSPEGTION. .. , ,. . . . � NEW, ALUMINUM-GLAD . �� • ' ' , . ' ROOPING II. METaL PREFAB PIREPLAG�5 � FLU�S 5Hal.L BE ��S► C��� w o o� w i H V O w, rn., �: , . a � . � i N S r�..�� �R r� M,a N U���u��s �� A R WINDOW SGFIEDULE " . . ' • 2 1 � 2 1 , . T.O. F.F.�_ S P E G F I G A T I O N S. G H I M N E Y S H R O U D S S H A L L N O T , • : ' . , • • EL = 8401'-3 3/4° YOID THP MANUPAGIURER'S UL-LISTIl�l6. NEW, GOPPER GL05URE ' . . l� . ' v V� PANEL, TYP. . ' 12. PROYIDE �ROST-PROOP, ANTI=5IPI-fON VaI.�YES ON . . ' . •• . NEW, WOOD DEGK � / \ � � � / \ . 13. PROV D�ITHE FOLLOWING INSULaTIDN R-VAL.UES Q� R�ILING - R��ER TO • .: ' � . ��� �� .. ' • �� . . , . • • . : . •. . . . , ,.; . � • , , . . . � (IRG T/4BLE NI102.1): �q.2 PL,4N5 �OR EXTENTS � � � . . EXI5TIN6 �GTRIG�IL. SERVIGE GEILIN65: R-4�i � . . . . ------- : 14 , � . �4 0- , � � � � ��' PANELS � METERS TO REMAIN WI�LLS: R-21 � � . _ . . W . � � ,. ❑ . . ' . . . FLOORS: R-21 � EXISTING 6A5 . • . , ' . • • , '. . . . • • • • Bf15EMENT WaLLS: R-1a •. • • �. • � � METER TO REMAIN 14. ,4LL EXPOSED �XTERIOR LUMBER SHaLL BE U : � PULL-DIMEN510NED, RE-SAWN DOU6 �IR, U.N.O. � � � • � 15. AI..L SHEET MET,41.. �LASHIN6 SHALL BE GOPPER, � , � � • . • . • . . . RE: SPEGIFIGATIONS o ' ' '. � . T.O. F.F. � - � � , . . . . . . EL = 83a2'-2° _ � � ( 1 ��Q l� C • - � � - � � I I - . - . . - � - - - - - - - - - - - - - _ - - �NEW, LANDSGAF'E ♦�^ � � . ��� NEW TIMBER-FRAMED 1`lEW 5T�41NED WOOD-GL.�4D OVERHEAD NEW STUGGO GLAD �' � � " � � SEGTIONAL 6ARA6E DOOR W/OP�NER, GONGRETE RETAININ6 RET?�INING WALL, V ! � � r--� ,C-- C C � � � O\ - - GANOP'( � RE: DOOR SGFIEDUL.E WALL R�: 51TEPLAN n 1 � � �I � �� � c � � / � '� � � �� � � � � NEW, ALUMINUM-GLAD YVOOD NEW,WALL-MOUNT LI6FfT �IXTURE, ^` L c ( NEW, STAINED 50LID WINDOW W/EXI5TIN6 5T,41NED TYP., RE: LIGHTING PLRNS W � b C � c`1�C� � �CISTDING�OPENING OPEN NG ITE IN EXI5TIN6 � • � � ���� � �-�-- � � � �l '�� � . . - . _ � . - . - . - . _ : - . - . T.O. 5L,4B Q � e� = 8382�-i i i/2° 1�EMOL f t I ON K�YN07ES: � � � C . - : - : � � :- � � - . - - - - - 0 nl � Q ( I I I ( ( I. DEMOLISH � DI5P05E O� EXISTING PIER INGLUDING W � � � ( I LJ �-�- - - -�-� BRIGK 1/ENE�R,5TRUGIVRA�L GOI.UMN � N � � LINE OF PINISH ( l_ _ _ J �OUNI7A�TIONS. � 2. DEMOLISH � DI5P05E OF WOOD DEGK, DEGK � � O � 6RADE - NO GH�4N6E �- - - -� 5. �- - - � �ROM EXISTIt�IG _ _ � 1=RAMIt�l6, � GUaRDRAIL _� 3. REM01(E EXI5TIN6 DOOR, FRA�ME, d 51LL. � � U . � - - J PROPOSED NCJRTHWEST ELEVATION � NEW, �OUNDATION 4. R�M01/E � DI5P05� OF EXISTIN6 WINDOW FRAME, � POOTIN6, RE: ' STRUGTURAL � I/4° = I'-O° UNIT B C9���RwO,�,. fl��"'��j.�T��N 1�ot�g: PLa EN.6, � TRIM. PROTEGT A1.L STAINED 6La55 IN _ Q Q Q EXI5TIN6, POUNDATION � �OOTIty6 TO ' L THIS PLA�N DOES NOT IMPLY ANY SEQUENGE TO 5. DEMOLISH EXI5TIN6 IN'f�RIOR PaRTITION TO THE � REMAIN- VERIFY DEPTH IN PIELD TH� ORD�R OP DEMOLITION. MEAN5, METHODS, � EXTENTS IhIDIGATED ON THE PL�1N INGLUDIN6 � ib ib THE SEQUENGE OF DEMOLITION 15 THE 50LE FINI5HE5, PRAMING, � BUILDIN6 5Y5T�M5. d- RE5PON5181LITY OF THE GONTRaGTOR PERPORMIN6 b. D�MOLISH � DISP05E OP �XISTING FOUNDP�TION � THIS YVORK. WALL �1ND POOTING. ` � 2. 1/�RI�Y THE LOG�hTION OF UTILITIES PRIOR TO 'i. DEMOLISH � DI5P05E O� EXISTING MILLWORK (Y� , 12 BE6INNING THE WORK. PROTEGT /�ND/OR RELOGAT� INGLUDIN6 SHELVING, GABINETRY, � YVAI.L P1�NEL5. � �i .�.�p. � UITILITIES AS NEGE55ARY TO AGGOMODATE 8. REMOYE �XI5TIN6 BRIGK'OR STONE VENEER � DEMOLITIDN A�ND/OR NEW GONSTRUGTION. PREPARE SHEATHIN6 T0 REGEII/� fJEW M1�4TERlALS. � 3. THIS P1.aN M,4Y NOT REPRE5ENT AI.L ITEMS TO a. DEMOLISH EXI5TIN6 �XTERIOR WALL TO THE � BE DEMOLISHED. THE GONTRAGTOR 5H,4LL YERII=Y EXTENT5 INDIGAT�D ON ThIE PLAN INGLUDIN6 is 12 u �b AL.L EXISTING GONDITIONS, DISGREPAHGIES, � ALL SHORE ��BRA E �45 IREQUERED. STRUGTURE IISINOT � � , OTHER ITEMS TO BE DEMOLISHED PRIOR TO � � ' '' DEMOLITION. n ' 4. RETAIN �LL EXISTING �IXTURES, PITTIN65, � LATERALLY STABLE WITHOUT WALL A5 � GONSTRUGTED. BRAGING SFfALL REMAIN UNTIL NEW � HaRDWARE FOR R�JSE, STORA6E, OR DI5P05AL ,4T SHEAR WALLS ARE IN5T,4LLED � ROD� 5HE,4THING THE PROPERTY OWNE�R'S DISGRETION. 15 P,45TENED. ' � �� 5. RETAIN AL.L REMOYED DOORS � DOOR 10. DEMOLISH EXISTING PIREPLAGE 1NGLUDIN6 FLUE, � w HARDWARE FOR STORA6E OR DISP05�41.. AT THE PRAMIN6, � PINI5HE5. SHORE � BRAGE A5 O REQUIR�D. STRUGTURE 15 NOT L�T�RA�LLY STaBL� f'ROPERTY OWNER'S DISGRETION. b. ALL EXI5TING GONSTRUGTION TO REMAIN SHALL WITHOUT' WALL A5 GONSTRUGTED. BRAGIN6 SHALL �z BE G01(�RED 8 PROTEGTED �GAINST DAMA6E REM�41N UNTIL NEW SHEAR W�LLS aRE INSTALLED � Limits of Use: ii DURING DEMOLITION � NEW GONSTRUGTION. ROOF SHEATHIN6 15 �,45TENED. 4 7. THE GONTR�GTOR SHALL YERIFY, PP�TGH, +E �I. REMOYE EXISTIN6 51DIN6 � PREPARE SHEaTHING These documents are instruments of the O ' LEYEL THE EXI5TIN6 FLOOR E1T THE LOG�4TION OF TO REGEII/E NEW FINI5HE5. REMOVE � REPL,4GE Architect's professional service,shall remain the ' DEMOLISHED PARTITIONS FOR PROPER EXI5TIN6 SHEATHIhIG DP�M�GED BY INSEGTS, WATER, property of the Architect,and are for the sole IN5TALLf4TION OP NEW PARTITIONS, PINI5H AND/OR ROT. use and benefit of the Owner.They shall not be ' MP�T�RIaL.S,APPLIANGES, �E �IXTUR�S. 12. REMOYE EXISTING ROOFING MATERIALS`+E used by any other person or entity without prior 4 �� 8. THE GONTRAGTOR 5HAL1. BE RE5PON51BLE FOR ���-��"«NT. PREPARE SHEATHIN6 TO REGEII� written consent of the Architect. Unauthorized ' O O ' THE BLOGKIN6 � BRAGING OP WAL.L5 WH�RE 1`I�W UNDERI-aYMEHT � ROOFING. REMOI/� � use of these documents, in whole or part,shall is REPLAG� EXISTNG SHEaTHING DAMAGED BY u �2 MODIFIGATIONS TO THE EXISTING GONSTRUGTION not create a contractual relationship with o� THRE�hTEN TO GOMPROMISE THE INTEGRITY OP THE INSEGTS, WATER, AND/OR ROT. cause of action in favor of any third party 5TRUC�TURE. BRIN6 DUBIOUS GONDITIONS TO THE 13. DEMOLISH EXI5TIN6 ROOFIN6, UND�RLAYMENT, against either the Architect or the Owner. _ ' AT'T�NTION OF THE ARGHITEGT PRIOR TO 5HPaTHIN6, � ROOF �RAMING. PROGEEDIN6 WITH THE YVORK. RE�R TO THE 14. REMOYE EXISTING �INI5HE5 � PREP�tRE Phase: STRUGTURAL DRAWIN65 � SPEGIFIGATIDNS. 5UB5TR��TE TO REGEIVE NEW PINI5HE5. 0 0 0 0 0 15. DEMOLISH EXI5TIN6 SLaB ON 6RaDE TO THE a �, a q. PROPERLY DI5P05E OP ALL D�BRI51N �e S( Yl �e V e�O YYl e Clt 4 4 o AGGORDANG� WITH LOGAL ORDIWaNGES � D�XTEN� IN171GATED. REMDYE � DI5P05E OP ALL g I� O O O � � � RE6UL.I�TIONS. (�[� Q a[� (� 10. REMOI/E � DISP05E OF A�L.L �LOOR �INI5HE5. I6. GUT � REM01/� EXI5TIN6 ROOP SHEATHING TO ' oU [�o 0 0 oU PREPARE EXI5TIN6 5UB-�LDOR TO REGEIVE NEW GRE,4TE RIDGE VENT SPAGE INDIG�TED IN THE a `�' � FINI5H�5. REPLftG� EXISTING 5UB-FLOOR DAMAGED a�HITEGTURAI. DRP�WIN65. DO KOT GUT o BY IN5�GT5, WAT�R, ANDIOR ROT. STRUGTURA�L �MING MEMBERS. II. REMOVE � DI5P05E OF ALL INTERIOR WAI.L ��• G� � �MOYE EXISTING ROOF 5HE,4THIN6 TO �Q Q 8 BA5E5 � WOOD TRIM. REGEIYE SKYLIGHTS INDIG�T�D IN THE 03.21.2006 For Permit oU 12. REMOVE 8 RETAIN ALL P1.UMBING FIXTURES FOR ARGHITEGTURAL DRAWINGS. GOORDINAT� 03.02.2006 Owner Review DISPOSAL ,4T THE OWNER'S DISGRETION. GAP � LOG�ITION WITH THE LOGATION OF EXI5TIN6 ' �4BANDON EXISTING PIPING A5 REQUIRED. FRAMING. DO NOT GUT STR�JGTURAL �RAMING 01.23.2006 Vail Design Review z - - - - - - - - 07.20.2005 Conceptual Review 13. REMOYE 8 RETAIN ALL LI6HTING FIXTURES FOR �"��• DI5P05�1.. AT THE OWNER'S DISGRETION. REMOVE � I8. GUT � REMOVE �XI5TIN6 ROO� SHEATHING TO � e s 8 �--� THE EXTENTS INDIG�TED TO PREPARE ROOF �OR DI5P05E OP EXI5TIN6 WIRIN6, SWITGHIN6, 4 NO. DATE: DESCRIPTION: REGEPT�GLES. MAINTAIN EXISTING J-BOXES POR TN� �H5TRUGTION OP NEW RAKE EA�/E5. O � RE-USE. IQ. �XISTING �OOTING 4 POUNDATION WaL.L TO Issued for: � . � C . � 14. REMOYE � RETAIN ALL �PPLIANGES FOR REM�41N. Description: DI5P05A1. pT THE OWNER'S DISGRETION. 20. DEMOLISH EXISTIN6 POUNDATIONS �5 REQUIRED ' TO PREPAR� FOR NEW GON5TRUGTION. s 8 2L EXISTING LOAD BE�RING WALL TO REMAIN. ' 22. REMOYE EXI5TIN6 STRUGTURAL GOLUMN � BE,4M. N O RT H W E ST REFER TO THE STRUGTURAL DRAWINGS # s�ci�icArioNS. E L EVAT I O N S - - _ - - - - - 23. MI�INTAIN B�ARING GONDITION �OR EXISTIKG � - � - . - . - _ - - C - - � ' . _ . - . - . - . - . - . GLU LAM BEAM ABOI/�. . - . - - . - - 24. EXI5TIN6 51'I� RET�IINIHG WP�LL TO REMAIN. . . I � � 8 � , , N � 25. EXI5TIN6 STRUGTURP�L GOLUMN TO REMAIN. Scale: Sheet Na � ������� �� 26: EXISTIN6 6LU-LAM BE�M �BOVE TO REMaIN. As Noted � ; �����.�� 2'1. 5HORE EXI5TIN6 LOPT �4BOYE � REPLAGE r _ EXISTING 4x4 STRlJGTURAL GOLUMN WITH NEW WOOD Job Number: � ���� � � �� P05T, RE: 5TRl1GTUR�4L. m EXISTI NG NORTHWEST ELEVATION : A3 . 2 � - - 28. DEMOLISH EXISTING TIMBER RETaININ6 WALL. � I/4° = I'-O° UNIT B G�J�.QRADQ fNSPEGTI(�� 2a. GUT EXI5TING 6LU-LAM BE�4M AT EXT�RIOR 0416 I�GENCY F�4GE OF WaLL � D�MOLISH 1�EGK. r ., .:::.....::::<,...., :. << . : �a�c�it�cTUR�a� �voTes: :::e a:� � .::::::::::::.. :::::::::::::::: :::. . I. REFER TO THE �OUNDI�TION PLaN FOR DIM�N510N5 ::;:` . : ��:<: V , NEW, GOPPER GHIMNEY <:: : «: .::::.:::::::::::::::. . � �` ;>: ;::«:<::::;:«:::«:>:::::<: GAP, TYP. OF POUNDATIONS '� FOOTIH65. ,::.', ;:» �::::;. ;::' . �:<;� 1 �:�� ;;>; :: 4 4 4 4 2. R�PER TO THE 51'T�PLAN FOR THE EXTENTS O� ,.. . :<;:<::>:.;:. .;:. ::. ... �5.6 �5.6 �.b �5.b NEW, BUILT-UP RID6E EXTERIOR PAVIN6 � RETaINING WALLS. . � NEW, STAINED, DEGORaTIVE ------� UN I T '8' UN(T '�4' -------� LOGAT NS �L�C.O�N TRUG DORAWI NGONTROL � ��-5AWN WOOD LINTEL V�NT, ,�. A r c i t e ct u r e � ' � „_____� � JOINTS IN CANGRETE 5L1�B5 ON 6R,4flE. -----� PINISH PLOOR B�YOND � � NEW, GHIMNEY I I NEW,STaINED, ixb ( 4. STONE PATrERNS IN vRAWIN�S ARE 1457A South Pearl Street � ( T�6 GEDAR SIDIN6 I � � � � � DIA6RAMMATIG ONLY. GONTRAGTOR SHP�L.L Denver, Colorado $0210 , ( I - MITRE o OUT5IDE I , NEW, G�DAR SHA�IG� ROOPING I I T.O. EXIST RIDG� MOGK-UP STONE 1/ENEERS � PAYIN6 POR ONWER'S � � cow�RS � I � I e� - a4i-r o �vi�w a ,�r�ov�u.. o� sTOr� siz�, s�+��, 303.759.9660 , I I � � � � � 5�REPER TO THE ROOM PINISH SGHEDULES FOR infoQseangarrett.com T.O. EXIST RIDG� www.seangarrett.com � � � ( �` - -,� EL = 8415'-6° IN'TERIOR �INISH MATERIf1L5 � GOLORS. ° , l � l J � b. PROVIDE d INSTP�LL. 50LID WODD BLOGKIN6 �OR �- - --. - �Iq� 12 ` ALL WALL-MOUNT�D � SEMI-REGE55ED MOUhITED Architect/Engineer Stamp: , �� �Q C� NEW, GEDAR SHAKE , � 5 ROOFING, RE: ROO� PL�4N ��IPMENT,AGGE550RIE5,GABINETS, HANDRP�ILS, , �i a� MEGHaNIGP�L/El..�GTRIGAL �QUIPMENT, �TG. � I T.O. NEW RIDGE '7. REFER TO`WINDOW � DOOR SGHEDUL�S FOR � EL = 8410'-2" .laMB, FiEAD, � 51LL DETpILS. ('F �L� , ; . •. • • � , . � . �, T.O. PL,4'T� 8. ALL WOOD FOR 51LL PLaTES, SLE�PERS,OR .��s � � . • . . � EL = 840q-4 BLOGKIH6 IN GONTAGT WITH GONGRETE OR ��T � M�W, STANDING-SEAM GOPPER , . . MA50NRY SHALL BE PRE55URE-TREATED, �: SHEET META�L. ROO�IN6, RE: . . • NEW, GOPP�R EaVE SPEGIPIGATIONS. �� � �E�►1V�1Ao ROO N F � ✓ � . , . � � . / .. ' . . / \ . PLAStfING q. ,4LL WODD WITHIN 6 O� 6ROUND 5H�41..L BE �e GARRETT � F PLA OR EXTENTS � . • `� • � i � • '. .. . . . . : • . / \ � • . . . �. • / � • ' / � . . PRE55URE-TREATED, RE: SPEGIPIG�TIONS. ` 203263 1�,. , • • � � 1-� . . , . • • • , , ` , � .�. , ..� ; NEW, 5T�11NED, ROUGH-SaINN 10. IF APPLIGABLE, PROYIDE MILL GERTI�IGATE OP „� C� SNOW �ENGE, RE: SPEGI�IGATIONS • . . , . C� ,��c✓ � \ ' . � . ' . � •. • . - • � • . GEDAR F�45GIA ALL GLU-LAM LUMBER TO PIELD INSPEGTOR ,4T TIME � '- INSTALL IN AGGORDANG� W/ \ � � ' : �. � : . . ' � . I I • ,, . . . . • ' I� • .. . . . . OP FR,4ME INSPEGTION. NS, �� MANUFaGTURER'S SPEGI�IGATIONS 12 • • •. •. . • • • • •, . , • .• NEW, I° THIGK 3-GOAT II. METaI. PREFAB PIREPL��GES E PLUES SHf�LL BE E� AR�' � ' .. . . . . .. • . • . , , • ,.. � . , . :. � GEMENT STUGGO W✓ IN5TALLED PER THP MAI�IUFAG'NRER'5 � ��'D•: . • • ELASTOMERIG FINISH GOAT SPEGIPIGATIONS. GHIMNEY SHRDUD5 SHALL t�IOT . . � ' • '. '•• . .. • •. "• '. . • '• . �. ••. ' .- .. • . _.... RER'S UL- . VOID THE MANU�aGTU LISTING � - - - - - - - - - . , � T.O. P.F. 12. PROVIDE �R05T-PROOP, ANTI-5IPHON YAL�/ES ON - - - - - - - - - - - - - - - - - - - - - - - . . . - - - - - - - - - - - -- -- ' ' - - - - - - - - - - - • - - - � EL = 8401'-3 3/4° . . ALL HOSE BIBS. .. NEW, ALUMINUM-GL�D WOOD 13. PROYID� THE �OLLOWIN6 INSULATION R-VALUES - �� ' � . • '� WINDOW, TYP., RE: WINDOW �IRG TABLE NI102.1): ♦ ^ . . • : . V I ,.---., ,.---,-- ,^--y ." . � ' . � • ' . • ' '. ' .. . . • . SGHEDULE GEILIN65: R-4�i �� , . . . , . , . . . , . � W�4LL5: R-21 n , NEW ENTRY ��-.J ���� ���_J ' � ' � . •. • ' . . � . . • . . . • � NEW, �4DHERED NATURAL �LOORS: R-21 W GaNOPY . . , . . � , • . • ' . . . . . . . • . , . . � . . � ' . ' . • . • . • � . � . . . STONE VENEER B�45EMENT WALLS: R-Iq � . . � • � . • , ' , . , , . . • . . • ' ' _- . . • ' 14. ALL EXP05ED EXTERIOR LUMB�R 5HAL1. BE � ` -- . .. .. . . . .: . . • . . , � . • .' . . . . . . . . . • ' •. , . • • . . , . . • '. ' �. ' . • _ - NED, R�-5AWN DOU6 P I R, U.N.O. . . : , . . . . . �. . . •. ' ...' . � , . . . . . . . �ULL DIMEN510 � ° 15. AI..L SHEET METAL �LA5HIN6 5H�41.L BE GOPPER, r--` r--��---.r~-� . . ' � � ' � I I �f ��J C' EXI5TIN6 GONGRETE RE: SPEGIFIGATIONS n , s ', �J�_ J�_/ �J�_/ �J�_ - ��'---/ � / � `'---/ � � - �T�tINI��7 �.�. TO �M�IH W �� � / T.O. F.F. � J , EL = 83a2'-2° � - . - . - . - . - . - . r � - - . - _ - . - . - . - : - . - . - . _ : � ^ . - . - . - . - . - . - . � : - : - : - : - - - - - � - - - - � - - . - . VI � � � . ( � NEW,STAINED 50LID ( ( LINE OF FINISH GRADE - NO ' _ , � � 150LATE STONE VENEER FROM , � � � WOOD DODR R�: � ( GH,+�N6� PROM �XI5TIN6 � L' ADJAGENT DI551MILAR I DOOR SGHEDULE - . � - - � - - - - MATERIAL5, 2�� .� , - - � - � - � - : - . - . � - - � _ � � � - - . - . - . � -J_ � � EXI5TIN6, �OUNDftTION � �- - � : - . � - - - . _ . � . � - _ � . _ � � . FOOTIN6 TO REMAIN - YERI�`f r ^ � D�PTH IN FIELD � NEW, WALL-M�UNT � v , , � I i LI6HT FIXIURF, TYP., i ^ � � Q RE: L16HTING PLANS NEW, FOUNDATION � �OOTING �.L . i I BeYOrinn,�: srRUCrur�v.. D�MOL I t I ON ICEYNOTES: Q n1 _ . _ . - . - . - . - : _ : - . - . - : - : - � _ � _ : - _ - : _ . _ : _ : _ . _ . _ . _ . _ . _ _ _ -____ - - -__= ::::�«:; . C�EN�i��4L I�EMOLITION NOTE3: DEMOLITION KEYNOTES: O ;, ». ,; �.:e a:::� L THIS PLAN DOES NOT IMPLY ,4NY SEQUENG� T0� I. DEMOLI5H � DI5P05E OF PJCISTING PIER INGLUDIN6 � , GO UMN � ..... THE ORDER OP DEMOLITION. MEANS METHODS d BRIGK VEWEER 5T'RlJGTURAL L :;::<:::>:::. .......::::::: , , , °'>;<:::>: ;::> <>:: :<::: EMO ITI N I THE 50 E FOUNDATIONS. , :.; »> :;:<::::::::.:::.::.:;:>;::: � THE SEQUENGE OF D L O 5 L <::: ;«::>:»>::>::>:»>::>::<::>:><;.. $ �"�'�` R�5PON51BILITY OF 'r HE GONTR�4GTOR PERFORMING ' 2. DEMOLISFf 4 fl15P05E O� WOOD DEGK, DEGK <'�> ��;:::: ;.,,� :�.;;;`;:#;� ,...� <:; THIS WORK. �RAMIN6, � 6UARDRAILS. .:::::... .. ::, � 2. V�RIFY TH� LOGf4TION OP UTILITI�S PRIOR TO 3. REMOVE EXI5TIN6 DOOR, �RAME, � 51LL. ' RA - Architecture � I BE6INNIN6 TH� WORK. PRO'f�GT AND/OR RELOGAT� 4. REMOVE d DI5P05E O� EXI5TIN6 WINDOW PRAME ^ � � �� �-� � UITILITIES A5 NEG�55aRY TO ,4GGOMODAI'� 6L,4ZIl�l6, � TRIM. PROTEGT ,4LL STP�INED 6L�55 IN �� ,., � � � � �, ��--�� � � � � �5.0 DEMOLITION aND/OR NEW GONSTRUGTION. PLAGE. 1457A South Pear) Street �� -� � � � \ � � r� � \ � � �.-\ -----, 3. THIS PLAN MAY NOT REPRESENT ALL ITEMS TO 5. DEMOLISH EXI5TIN6 IN't'�RIOR PARTITION TO 'ME � � � �, `� � � -- �. � � � � � � � \ � BE DEMOLISHED. THE GONTRAGTOR 5H,4LL VERI�Y' EX'TENTS INDIGATED ON THE PLAN INGLUDIN6 Denver, Colorado 80210 ~ � � � � .� � � � -�1�- � � � � � � ., � � -., ` � � � � � � � \ � \ � ALL �XISTII�l6 GONDITIONS, DISGR�PANGIES, � ,4LL FINISHES, PRA�MIN6, � BUILDIN6 SYSTEM5. 303.759.9660 C � � � � � -; � �. � ` OTHER ITEMS TO BE DEhiOL15HPD PRIOR TO b. DEMOLISH � DI5P05E OP EXISTING POUNDATION -� � '� � � � � ''� � � � � � �� � �. � � �` � �' � � � DEMOLITION. WALL AND POOTIN6. infoC�seangarrett.com � � � � � � � � � � � \ \ � � � � � � � � � � � \ ` � ` � 4. RETA�IN ALL EXI5TIN6 PIXTURES, FI1'rINGS, � 'I. DEMOLISH 4 DI5P05E OF EXISTIN6 MILLWORK www.seangarrett.com o ~ � � � � � � � �. \ � � � ` � � .; � � � � �� HaRDWARE FOR RNJS�, STORAGE, OR DI5P05AL ,4T INGLUDIM6 SHELVING, Gf�BINETRY, 8 WALL PaNELS. -------------=---- � \' � ` -� � � � �. � � �' �� � � T.O. PLATE� TH� PROP�R7Y OWNPR'S DISGRETION. 8. REM01/E EXI5TIN6 BRIGK OR 5TONE VENEER +E Architect/Engineer Stamp: - - - - - - -- - - - ��, � � � � � � � � �. - - - - - - - ` � � �. .� � � � � � �, � � � \ � � � � � � � � � � \ 840q'-4", Y.I.F. 5. RETAIN I�LL REMOVED DOORS � DDOR PREPARE 5HPATHIN6 TO REGEIVE NEW MATERIALS. ---- ��--�---�I--------- - � � �� � � �I � � ��. � � ,� � � �. j HARDW,4RE POR STORAGE OR DISPOSAL aT THE q.DENiOL15H EXI5TIN6 EX'TERIOR WALL TO T}fE " f-- - - ( � � - _ _ � � �. �� � � � �1.�� � � � � � \� PROPERTY OWNER'S DISGRETION. �XTENTS INDIGATED ON THE PLAN INGLUDING _ � I II I C - - - - - - - � � � �I �,, u - - -� I I I �- - - - - -- -_ - � � � � � � � � ;` ��'` .� � � � 6. AU. EXI5TIN6 GONSTRUGTION TO REMAIN SHALL PRAMIN6,JNTERIOR PINI5HE5, � EXTERIOR 51DIN6. - - ��� �� - - - - - - - - - - � � -� � � � � � '', .,�. � '.� BE G01/�RED d PROTEGTED A�6aIN5T DaM�16E SHORE d BRAGE �5 REQUIRED. STRUGIURE 15 NOT �F �'��� ; - - � L=���_� � - - -- - - - - - � � � \' � '` � � � ��� DURltyb DEMOLITION � NEW GON5TRl1GTION. LATERI�LLY STABLE WITHOUT WALL �45 '��"° �°°� 4 � � - - - - -�- - - - - � I� � � . �' �� - - - - - - - - - - - - - _ - - - � � ,� �J� � �. �~ , � � � 'i. THE GONTRAGTOR SHALL YERI�Y', PATGH, d GONSTRUGTED. BR�GIN6 SHA�LL R�MAIN UNTIL 1JEW � � - - - - - - - - - - - � � � � �� � �I LEVEL THE EXISTING FLOOR AT THE LOGATION OF SHEaR WALLS ARE INSTALL�D � ROOF SHEATHIN6 �? - - - - - - - - - - - - - - - - - - - � � , � � , � S�IV 1Vlo � �� � � �- ;,�� �.� � �; `~ � .� DEMOLISHED PARTITIONS �OR PROPER 15 FaST�NED. I � ''� �.,'� � �. � � �� � � `� IN5T,4LLATION OF NEW PARTITIONS, FINI5H 10. DEMOLISH EXI5TIN6 �IREPLAGE INGLUDIN6 FLUE, - �'t Gp►RRETT ' � I�If� �: � � � \�� � � � �. \ � MaTER1�1..5, APPLIANGES, � �IXTURES. �R�MIN6, � FINI5HE5. SHORE # BRA�G� A5 203263 � 4 �(� � � � � '�� � I �' � �.� � � �.� u 8. THE GONTRAGTOR SHArLL BE RE5PON51B1.E FOR REQUIRED. STRUG'NRE 15 NOT LATERALLY STABLE ��'' � ' i� �' � �'� � ~ � � � _ _ _ � I I II� �� � � � �i � �� �� � � �I THE BLOGKIN6 � BRAGIN6 D� WALL5 WFIERE WITHOUT WALL A5 GONSTRUGTED. BRP�GIN6 SHALL ��`� �'�� ' - - - ( I I II� `� � � � � '`� � �� �� � MODIFIG,4TION5 TO THE EXISTIty6 GONSTRUGTION REM,41N UNTIL NEYV SHEAR WALLS',4RE IN5TALLED � `Ct - ---- - - --- - - -- � � � � � �C � � � � � � �`� THREATEN TO GOMi'ROMISE THE INTE6RITY OF THE ROOF SH�ATHIN6 15 PaSTENED. SEp ARG _..� _ -- - - r � � � � � � �� �. � `� � � � STRUGTURE.'BRIN6 DUBIOUS GONDITIONS TO THE II. REM01/E EXI5TIN6 51DIIyG � PREPARE SHEATHING � __ _ _ � � ��/J � � � � � ATTENTION OP THE �4RGHITEGT PRIOR TO TO REG�11/E NEW �INISHES. R�M01(E � REPLAGP �/J/J G�%v ' '` � � ~ � '�� � �, � � � � i -- - - � �� � � �� � � � � 1/ G � -- - - g I� \'\ �`, \ \ � ` \ ` � ` PR�OGEEDIN6 WITH THE WORK. REPER TO THE EXI5TIN6 SHEATHIN6 DAMA6ED BY INSEGTS, WAT�R, � � � � � , -.: � 5TRUGTURAG DR�WIN65 � SPEGIFIGATIONS. AND/OR ROT. - - - -- - - � � � � � � \�� ` � � � � � �� 4. PR�OPERLY DI5P05E OF ,4LL DEBRI5 IN 12. REMOYE EXI5TIN6 ROO�IN6 MATERIALS � � , �, � AGGORDANGE WITH LOGP�L OR171NaNGES � UNDERLAYMENT. PR�PARE SHPaTHING TO REGEIYE - - - � r � � -� �` � ���'���� � � � REGULATIONS. NEW UNDERL.AYMENT � ROOPIN6. REMOYE � � - _ _ _ � g I � � � � ` � �I� � � ��`~ '� �� 10. REMOI/� d D15P05E O� pL.L �LOOR PINI5HE5. REPLAGE EXI5TN6 SHEATHING DAMA6ED BY - - - - � r�� � � � � � �' .� � ; � PREPARE EXISTIt�IG 5UB-�LOOR TO REGEIVE NEW IN5EGT5, WATER, A�hID/OR ROT. � 8 I � ���� '� -,��� � � '�' �.. '� � PINI5HE5. REPL�IGE EXI5TIN6 5U8-�LOOR DAMAGED 13.D�MOLISH �XISTING ROOFING, UNDERLAYMENT, - - - - ,, U � � r � � �� �(� I I� '� AND/OR ROT. SHEATHIN6 � ROOF FRaMIN6. � � � `� �I BY IN5EGT5, WATER, , a j:t� _- - - � I��� �'�.����� �. � I I. REMOI/� � DI5P05E OF �4LL INTERIOR Wf�LL 14.REMOVE EXI5TIN6 FINI5HE5 � PREPARE �. - - - - - - - � � � �. � � T.O. 5UB-FLOOR .,, � BA5E5 E WOOD TRIM. 5UB5TRATE TO REGEII/P NEW FINISHES. � �.; ;.� ; - - - � 83q�'-I I/4", Y.I.F. 12.REMOY'E � RETAIN aLL PLUMBING �IXTURES �OR 15. DEMOLISFf EXISTING SLAB ON 6RADE TO THE n �..,. ... - - -- - - - - -� .,;. �. � � ..:. . . .:..;: � �. . ':.: DI5P05AL AT THE OWNER'S DISGRETION. GAP � �XTENTS INDIGATED. REM01/E � DI5P05E OP P�LL . . .. . . � . . ,.r �.n .. . i � .�.. .:. •..:.. . .� . . .. '•f, u. .. ....� .y . �. '.. :� . '• .' . . . . . . . . . .. . . . . . . . � � . : . . . . � .. . .. . . . . . 1';. .. ♦. . I.....' . . .:. '.• .w ' .... •: __ _ . . � . . . .. . . . � � . . ,. --- - � 8 , � ABANDON EXISTING PIPIN6 A5 REQUIRED. DEBRI5. .�.��. ���.: ,,,:.,. 13. REMOYE � RETAIN ,hLL LI6HTIN6 �IX?URES �OR I6. GUT � REMOVE EXISTIN6 ROOF SHEaTHING T0 � :•.;�:. :.';� -- - - \ I I I I DI5P05AL AT THE OWNER'S DISGRETION. R�MOV� d GREATE RIDGE YENT SPAGE INDIGATED IN THE ` ;�• -- - - � ( ( I I ( DI5P05E OP EXI5TIN6 WIRIN6, SWITGHING, 4 �1RGHITEGTURAL DRaWINGS. DO NOT GUT • � � � �: -- - - ��. � ( � (- � � � REGEPTAGLES. MAINTAIN EXI5TIN6 .I-BOXES POR STRUGTURAL �MIN6 MEMBERS. rn .. - - - -- - - ::::. - - - \ ( II � I RE-USE. I'i. GUT � REMOVE PXI5TIN6 ROO� SHEATHIN6 TO v ' � � �.:�:� - - - 11 I I � � i 14. REMOYE � RETAIN A1.L APPLIANGES FOR REGEII/E SKYLIGHTS INDIG,4TED IN THE n , L s II � � DI5P05�41. AT THE OWNER'S DISGRETION. ARGHITEGTURAL DRaWIN65. GOORDINATE W ;:.; // � II � � I I LOGATION WITH THE LOGaTIOK O� �XISTIHG Q � 4.. - - - � ,. . •�: - - - � � II I � I I �RaMIN6. DO NOT GUT STRUGTURA�L PRAMING � ,. . ���.`� � � I � � � t�tet�e��. @ ����� � . .: I I I T.O. SLAB 18. GUT d REMOVE �JCI5TIN6 ROOP SHE,4THIN6 TO � .. . .. ... : .: ..... . .. .�..,, ,..... :. .,, �. ....�.� ..... �..:. .:.... .�... .- �.: .� : .. , ..• .. :..� .�:.� , ...:�. . � �� :�.: .. ..�:�..�....,,. . � � , �.. �:. .., . ....� . ,....,.. � �� " � ' 8382-I I V2 , Y.I.F. THE EXTENTS INDIGA'fED TD PREPARE ROOP POR ..,.�..t,::�'::�.,� . ., �....��.:� -.;: .;.:..� .:..: ... .. . �� THE GONSTRUGTION OF NEW Ra10E EaYES. • - O . � � � �::'� y;,,..:...... �::�� �:�r'''.':; Ia. EXISTING �OOTIN6 � �OUND�4TION WaLL T0 � . . . . . ' ,,.. - . . . � � . � . . � .. . . .. � . . . � . . . . � � . . . � . . . . . .. � . ..I�. .r. . 'ry:.'•{ . � . . . . . . . . . . . . . . , . . . � . . . . .� . ,'.. REMAIN. � � � :.t;:�'; :,; �.... .�..��;::�, b 20. DEMOLISH EXISTING �OUNDATIONS A5 REQUIRED rI 1 � Q ( ;, � :. ..�.: ..�<. D � I -..�t: TO PREPARE �OR NEW GOhlSTRUGTION. ��IJ � � :...��.� : � :: �;�:�.,;��..'�. T.O. FOOTING 21. EXISTING L0�4D B�,4RING WALL TO REMAIN. � O � : `,:..;. , ° EL = Y.I.�. 22. REM01/E �XISTING STRUGTURAI. GOLUMN � BEAM. � EX I ST I N G B U I L D I I�G S E CT I O N � ..:..... � .. ,.:.... ��� To � 5��„� o�W�N� � m 2 ' . ' _ I/4° = I'-0° ( ' � SPEGIFIGATIONS. � ,---------- 23. MAINTAIN BEARING GONDITION POR EXI5TIN6 � �( U 6LU-LAM BEAM aBOVE. "v J , 24. EXI5TIN6 51TE RETAININ6 WA�LL TO REMAIN. - 25. EXISTING STRUGTURAL GOLUMN TO REMAIN. � Q 26. EXI5TIN6 GLU-LAM BEAM �4BOVE TO REMAIN. � 2'1. SHORE EXI5TIN6 LOFT,4BOVE � REPLaG� � EXI5TIN6 4x4 STRUG'NRaL GOLUMN WITH NEW WOOD �.} _,,,_;, P05T, RE: STRUGTUR,4L. � V -� ' 28. DEMOLISH EXISTING TIMBER RETA�ININ6 WALL. 29. GUT EXISTING 6LU-LAM BEAM �1T EXTERIOR . . • � � � • FAGE OP WALL � DENiOLISH DEGK. ��/'�/ \ . 2 ' n/1 . . . . . � � � A5.0 W �. . '� � � . �-=- - -. � . . �� . . � � . � . ' - . . ' I � � . . . . . . �., . , �I, . � , . � , . � � � � _ ' � . • • • 1 ' . . .' T.O. PLATE � � • , • ' . • . . 840a'-4", Y.I.P.� , q • . . . . � . , � , . . • . •. i � .. • .. . , . . •. . � • •• • . .--.- . ' � . , � . � . . 6 . . ' . � � . . ' \ /, . ' . , .' • • �1q.2 q . � . • • Lim its of Use: . • • • • �` ' . (� . . �R�'il��"r'��i'rl.����. N�'rE.ai: These documents are instruments of the ' �q'3 ' ' � . Architect's rofessional service,shall remain the � �� ' • � • : . • ; • , •, � I � . � . . ', •• I. REFER TO TFfE �OUNDATION P1.AN �OR DIMENSIONS p � � • ' � . OF FOUNDATIONS 8 POOTIN65. property of the Architect, and are for the sole � � � � � � • ' ( � use and benefit of the Owner.The shall not be 14 . '. • 2.RE�ER TO TH� 51'I'� PLAN �OR THE EXT�NT5 OF Y � I � , � . , EXT�RIOR PAYIN6 � RETA�INING WALLS. used by any other person or entity without prior ��.� I I . I ' , 3. R�ER TO THE STRUG7URA�L DRAWIN65 POR THP written consent of the Architect. Unauthorized • LOG/�tTIONS OP E4LL GONSTRUGTION +E GONTROL use of these documents, in whole or part,shall �--- - - -� a � � : . , • � '.� � , . . , JOINTS'IN tANGRETE 5L�1B5 ON 6RADE. not create a contractual relationship with or � ° ° ° . � . . 4. STONE PATTERNS IN DRAWINGS ARE cause of action in favor of any third party � � -- - � � . ' I � ' � ' • DIAGRAMMaTIG ONL.Y. GONTRAGTOR SHALL against either the Architect or the Owner. l1 -- - - . � . � ..___ I . I , • � • � MOGK-UP STONE 1/ENEERS � PAVIN6 POR OWNER'S _ -- - - -- - - I ' • �. � • • ' . REYIEW � �PPROVAL OF STONE 51ZE, SHaPE, Phase: -- - - . . . . GOLOR, MORTAR, 8 JOINTII�l6. � . . I . 5. RE�R TO THE ROOM �INISFf SGHEDULES POR - - - -- - - � Desi n Develo ment I . ' , I . ' . • • INTERIOR PINISH MA'T�RIALS � GOLORS. g p - - - I . • • . � ' . • b. PROYIDE 8 IN5TALL 50LID WOOD BLOGKIN6 �OR - - - - . . � . ' ALL WALL-MOUNTED � 5EMI-R�G�55ED MOUNTED - - - - � ' �' � ' � EQUIPMENT, �GGESSORIES, GABINETS, HANDR�ILS, - - - - � , .. � MEGHANIGAL/ELEGTRIGAL EQUIPMENT, ETG. � • , .,. �' � ' "i. REFER TO WINDOW 4 DOOR SGFIEDULES FOR :�`� - - � � � •. • � . • � � JAMB, HEAD, � 51LL DETAILS. .., _ _ _ _ _ _ _ T.O. SUB-FLDOR 8. �4LL WOOD POR SILL P1.,4TE5, SLEEPERS, OR 03.21.2006 For Permit :�;.+ - _ - 83q2'-1 I/4", `f.l.F. BLOGKIN6 IN GONTAGT WITH GONGR�TE OR 03.02.2006 Owner Review :,::. ( �f � �'>, MA50NRY 5HALL BE PRE55URE-TREATED, RE: ,.:. :: .._ .. . . . :.;,y. . ..,,; -- - � .... . .:..�,: . �. �----y� � �. .• ��. :.. .:�.:�. .. �: �oc����!1��,�c�c_ SPEGI�IGATIONS. 01.23.2006 Vail Design Review �. , , .. ..:. ...., .� ....... . . ... . . ;: ' . • ... .,: ;.,;:�•: ���' -- - - I � C��� T , �c��_ a. �v..� woo� win�iN b° o� 6ROUNn s�,a�.t. B� 07.20.2005 Conceptual Review PRES�URE-'TREaTED, RE: SPEGI�IG�TIONS. ,..,... :.':� ' � � � ���[� �t�--->(�} � . . .-�. -- - - .` -- _ - � ( ��C� ��C� 10. IF ,4PPLIGABLE,PROYIDE MIU. GERTI�IGATE OF NO. DATE. DESCRIPTION. ' ��`'� - - - -- - _ � ( ��� � � � C�� „ ALL 6LU-LAM LUMBER TO �IELD INSP�GTOR �4T TIME °;. - - - � �_� �; �_� ;-; a ! OF PRAME INSPEGTION. ,.;. ( Issued for: :.:.. - - - --oc�����c��<->t � � t �* II. META�L.. PREPAB FIREPLAGES � �LUES SHALL BE Description: �� - - - / ( ��C��(���COC�( �t+ � 1�r �$ _ INSTALLED'PER THE MANUFAGTURER'S ��,. - - -�� `---��-`-�' ) � SPEGIFIGATION5. GHIMNEY SHROUDS SH�LL NOT � - ;,�_ � r L� L,--J(` ....; I �.. r �� C-� �� �� r - - - �� � �' _ I�w.. ,: , .w... voin r+� M�xuF�cTV�R�s uL-Lisrit�. D E M O L I T I O N & N EW / � � � � �� 1 2. P R O V I D E F R 0 5 T-P R O O F, A N T I-5 1 P H O N Y A�1.1/E 5 O N ��� C-1 , C� a -r.o. ���8 �,�� ++ose Bies. B U(L D I N G S E CT I O N S .. : ... �_____� , �--_ a .; :�. :,.. . . . ... :. �� . .. . ...: � � .. ,,: . . .... .:.: . . .. :... .:....:.:: � . .: ..} l�� ��(�� a 82' I I I ° � :..-... .. .,....�.. . . .. .: ..:�: .,.�. �...�: ..�..:.�........ . . . . .� . ... . .. . ... :. .,.:..,:. •. .�. 8 3 - /2 , Y.I.F. 13. PROVIDE THE FOLLOWIN6 INSULATION R-VALU�S ..<.:,,.,�., (IRG TABL� NI102.1): GEILIN65: R-4�t � �..;: � - - - � � � � �� A �E����,�� � WALLS: R-21 , - � � � � FLOORS: R-21 Scale: Sheet Na A N . _ s oted A A ����'� L - - - -� BASEMENT WALLS. R la I �:'; I T.O. EXIST FOOTING I . . I , , � I�F. P�L.L EXP05ED EXTERIOR LUMBER SHI�LI. B� � p D :.�.:;; EL = V.I.�. „=��'`�� � � ���� WLL-DIMENSIONED, RE-5,4WN DDUG FIR, U.N.O. Job Number: f�O r O S E D B U I L D I N G S E C T I O N I ��'��°�� I 15. ALL SHEET METAL FLASHING SHALL BE GOPPER, �a � � �� _ �_ �� RE: 5PEGIPIGATIONS /�� .O ��4 - � o � � 0416 ,--------.� COLOF�ADCI INSPEGTI�N , , AGENCY � .:.... I T I ON NOT S: D MOL I t I ON KEYNOTEg: ::>;»:»:>:>::<:>:>;:::, C�ENER�4L DEMOL E � Q � °�� .;; K Qa SEQUENGE TO I. DENiOL15H � DI5P05E OF EXISTING PIER INGLUDIN6 `';`'::� :..�i �.�f:»� ; ::. I. TFflS PLAN DOES NOT IMPLY ANY �... .. :::; :... GO UMN 8 :«::< ;»:< I THE ORDER OF DENIOLITION. MEANS, METHODS, � BRIGK 1/�NEER,STRUGTUR��L. L �'�`���<::::«:;. :<» :;;::<::, : <:>:: ::;<> ;.,.; , » >::>:::.:::::::.::, � THE SEQIJENGE OP DEM�LITION 15 THE SOL.E FOUNDaTIONS. A5.2 ............. � GK DEGK :.; ;::::>::>::>::»:»»: RE5PON51BILITY OF THE GONTRAGTOR PERPORMING 2. DEMOLISH � DI5P05E OP WOOD DE , � r���� .:: �-------------------^. THIS WORK. FRAMIN6, � 6UARDRAIL5. �; :::. _ <: .;: .... � n is I r L� l 2. VERI�`f THE LOGA�TION OF UTILITIES PRIOR TO 3. REMOVE EXI5TIN6 DOOR, FRAME, � 51LL. ' �I T � �I T 1-1� � BE6INNING THE WORK. PROTEGT r4ND/OR RELOGATE 4. REMOVE 4 DI5P05E OF EXI5TIN6 WINDOW �RAME, A r�h I t e �t u r�i � � � � � � � ( � � ( I I I ( I io � U I T I L I T I E S A 5 N E G E 5 5 A R Y T O A G C A M O D A T E 6 L�Z I N 6, � T R I M. P R O T E G T �L L. S T A I N E D 6 L a 5 5 I N � I � � � • ( I I I I I � DEMOLITION AND/OR NEW GONSTRUGTION. PLAGE. 1457A South Pearl Street � � �------ � � 3. THIS PLAN MAY NOT REPRESENT ALL ITEMS TO 5. DEMOLISH EXISTING INTERIOR PARTITION TO THE � � � � ( �a -- -------�--�( I I l I ,a I BE DEMOLISFfED. THE GONTRAGTOR SHALL VERIFY �XTENTS INDIGATED ON TH� PLAN INGLUDIN6 Denver, Colorado 80210 ( I � 1 L � �� � � I I � � /4LL EXISTING GONDITIONS, DISGREPANGIES, � ALL PINI5HE5, FRaMINb, � BUILDING 5Y51'EMS. ( � � r[ - �1 � OTHER IT�M5 TO BE DEMOUSHED PRIOR TO b. DEMOLISH 8 DI5P05� OP EXI5TIN6 POUNDATION 303.759.9660 � � � � � - � � �� � DEMOLITIDN. WA�LL AND FOOTIN6. infoC�seangarrett.com � ( � - - - � u � 4. RETAIN ALL EXI5TIN6 FIXTURE5, FITTINGS, � ?. DEMOLISH � DI5P05E OF EXI5TIN6 MILLWORK www.seangarrett.com ° � � � �� I- - -I I I HARDWARE POR REUSE, STORA6E, OR DISPOSAL AT INGLUDIN6 SHPLVIN6,GABINETRY, � WA�LL PANELS. ' I � � r - � � � ( THE PROP�RTY OWNER'S DISGRETION. 8. REMOYE EXISTING BRIGK OR STONE VENEER �E Architect/Engineer Stamp: I � � � 1- - � � ( T.O. PL�4TE 8. RETAIN PJ.L REM01(ED DOORS � DOOR PREPARE SHEATHIN6 TO REG�IVE NEW MATERIALS. � I I I I� _�LI ( ( EL = 840a'-4", Y.I.F. HPROPER�O�WNER'S�RETIONI5P05AL AT THE EXTENTSLINDIGATED ON THERP ANNGLU N6 , I I I - � T �I - - - - - - - - - = - - - - - - - - -- � I I - - - _- � b. �4LL EXISTIN6 GONSTRUGTION TO REMaIN SH�LL FR,4MIN6, INTERIOR �INI5NE5, � EXTERIOR 51DING. , , � I � � � � C _ � � fr �� ( � �� I I _ -��� (�� ��f- - - - - - - - - -- - - -- --� �- - - - / ( i4 I I BE GOVERED � PROTEGTED A6AIN5T DAMA6E SHORE � BRAGE A5 REQUIRED. STRUGTURE 15 NOT �O t�� I I ( � '- - �II (II II I- - - - - - - - - - - - - - � r / I � I� (I I 4 I DURING DEMOLITION � NEW GONSTRUGTION. LATERALLY STABL� WITHOUT WaLL A5 �'�. �',� � � � I G-- = a - - - -- -- - - - - - - - / I � � I II� I I I � 'i. THE GONTRAGTOR SHaLL VERIFY, PATGH, � GONSTRUGTED. BRAGIN6 SHALL R�MAIN UNTIL NEW � � I ( � I _ �II III O II C - - - - - - -= - - - - - / I � I I�� I LEVEL THE EXISTING �LOOR AT THE LOG�TION OF 5HE�4R WaLLS ARE INSTALLED � ROOF SHEATHING vJ ; is I � � ( � � � _ �II III II� - - - - -= -- - -- - - I � ' � O �� I DEMOLISHED P�4RTITION5 POR PROPER 15 FA5't'�NED. eaE�4N NIo � I L��-- - L=�_J - - -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - = I I I I I I INSTALLATION OF NEW PARTITIONS, �INISFf 10.DEMOLISH EXI5TIN6 FIREPL,4GE INGLUDIN6 FLUE, �C GARRET� y I���� - �_____�- - - - - - - - � I � � I II� I I I I MATERIALS, APPLIANG�S, � FIXTURES. PRAMING, d PINI5HE5. SHORE � BRAGE AS 203263 �.. ����� - - - - - - - - - - - - - - - - � � �j.�/-� - - - - - - -- - - -- - - - - - I I /i� � � � �_ �g I 8. THE GONTRAGTOR SHA�LL BE RE5PON51BL� FOR REQUIRED. STRUGTURE 15 NOT L,4T�RALLY 5TABLE �� �U � - - - - - - - - - - - - - - - - - I I � I I � � RA IN OF L5 WHERE WITHOUT WA�LL �45 GONSTRUGTED. BR��GING SHALL '� �����- - - - - - - - - - - -- - - - i i � � THEBLOGKIN6 B G 6 Wf4l. F� �%�� - - -- - - - - - - - - - - -- ------��,G-- � T.O. 5UB-FLOO�R� MODIPIGATIONS TO THE EXISTING GONSTRUGTION REMAIN UNTIL NEW SHEAR WALLS ARE INSTALLED � s�� ARG`c�`� c ��1 --- - --- -- - - ---- - , � � EL = 8401'-3", V.I.P.Y THREA'I'�N TO GOMPROMISE THE IN'f'�6RITY O� THE ROOF SH�ATHIN6 15 PAST�NED. � � i i � STRUGTURE. BRIN6 'DUBIOUS GONDITIONS TO THE IL REM01(E EXI5TIN6 51DIrlG � PREPARE SHEATHING � ___________________ - i� �'� � aTT'ENTION OF TFfE ARGHITEGT PRIOR TO TO REGEIVE NEW PINI5HE5. R�M01/E � REPLAGE --------- �j I ( - - - - - :: ( PROG�DIN6 WITH THE WORK. REFER TO THE EXI5TIN6 SHEATHIN6 DAMAGED BY INSEGTS, WA'fER, �---�-�------- TIT1""rrT-�T iT i = - - - - - - - - � �IT1T I ( � STRUGTURA�L DRAWIN65 4 SPEGIPIGATIONS. AND/OR ROL I I I I I I I11-�.���� ��� I�� i �4 I I I I II II I I ( I I I I I I�-�����'%� � I I � ( � I) II) s ( AGGORDPANGE WITH LOG��L. ORDIhIANGE I� IUNDERLAYMENTISTIN�6 RO�INSHEaTHIN6l TO REGEIYE I I I I I I i I I- �'�'' ��'�� I I i I I � I I I I I I I I � t�c�uL�TIDNS. NEW Ut�ve�t.A�NT � FzoO�IH6. �MOV� � �f'� � ��� �.� �- � � I � IIIIII I I 'I II � I � I ( 1 I I I r���-���'�� ( I �� III ( � 10. REMOYE � DI5P05E OF ALL PLOOR FINI5HE5. R�PLAGE �XISTN6 SH�ATHIIJ6 DAMA6ED BY ��•- � ��� � � I � I I ( I ( k = _ _ _ _ = I PREPARE EXISTING SUB-PLOOR TO REGEIVE NEW IN5EGT5, WATER, �ND/OR ROT. � I I I 1 I I III�,.��� �-�� � II � Z � � IIIII � � I I I ( I I I ( �����'-� � � � I I I I I hl�l�l-II-II�I�I� �II s � PINI5HE5. REPLaG� EXI5TIN6 5UB-FLOOR DAMA6ED 13. DEN(OLISH EXI5TING ROOFING,UNDERLAYM�NT, �-� ,.- � � \ �- � I I II III � � BY IN5EGT5, WAT�R, AND/OR ROT. SHEaTHIN6, 8 RODF FR�4MING. � , � I I ( I I I � I����� �� �� ( I , \ i� � �� III I I I I I I II II II I) (I (I II I II (I �II II. R�MOVE � DI5P05E OF /1LL. INTERIOR WP�LL 14. REMOVE EXI5TIN6 FINISHES � PREPARE � � I ( I I I � I�����' � '� � � \ � ��- I � I I I ') I I�I-11-JI_11JIJI-J1� �II � � BASES 4 WOOD TRIM. 5UB5TRATE T0 REGEIVE NEW �INI5HE5. � I I I I I I I I � -� �' � i i - - - - - - I T.O. 5JB-FLOOR 12. REM01/E � RETAIN ALL PLUMBING FIXTURES �OR 15.bEMOL15H EXISTING SLAB ON 6RADE TO THE ��� � � � � � Pr � � ����� � . :.: � � � 3 - i , v.i. . . , . . . .. .... .: .. .;:�� • .... :`..... , ,. : . . ... ,,� - - - - - - - - - - -u . . .�.•.� . .; 8 Q2' I /4" F DI5P05AL AT THE OWNER'S DISGRETION GAP � EXTENTS INDIGATEI� REMOVE d DI5P05E OF ALL n , .. �. .,,....... . .. ..... .. . . ... . .. �:.. . ... :.,..�.: .:� �:� �. . .: .. � .•. �.�•. : .. ...:.. � ::.::; -.:. ., .;, .,. . .. ...: . .�����.` i i ( . DPBRIS. �v ; . .. ...... :. . � ,�� � ABANDON �XI5TIN6 PIPIN6 A5 REQUIRED �:,,:. �,.'.�. i ( 'R�... � � 13. REMOVE � RETAIN ALL LI6HTIN6 PIXTURE5 FOR I6. GUT � REMOYE EXI5TIN6 ROOP SHEaTHIN6 TO . � .:.,. .: � G � :���: ...,: �,s- � • D15P05/�L fiT TFIE OWNER'S DISGR�TION. REMOI(� � GREAT� RID6E VENT SPaGE INDIGATED IN THE ..�: I:r�� ARGHITEGTURAL DRAWINGS. DO NOT GUT • � . i4 DI5P05E OP �XI5TIN6 WIRIN6, SWITGHING, � � .... � �, :. . . . . � . . . � �.4 � . � . . . . :.�-.: . . � . . . . . . . . . . . . . � � � � . . . . � . . . ...: .�.,. �.`:. REGEPTA�GLES. M,4INTAIN EXISTIt�IG J-BOXES �OR STRUGTUR,4L PRAMING MEMBERS. _ , �/'� �• �- ( :.;: � :;.: � RE-USE. I'7. GUT � REMOI/E EXI5TING ROOP SHEAsTHIN6 TO �+ � � � • °...... ( I .::. I 14. REMOVE d RET►41N ALL �4PPLIANGE5 FOR REGEIYE SKYLI6HT5 INDIGATED IN T'HE � 1 � � Z W .�,: .. .. � DI5P05AL �4T THE OWNER'S DISGRETION. ARGHIT�GTURAL Di�WIN65. GOORDINATE ,A . --� i �:;;" � .4•4 I LOGATION WITH THE LOGaTION OP EXISTING Q � �;:,... Z -L I �:':': b PR�4MING. DO NOT GUT STRUGTUR��L FRAMING � � :, �:. -L I•;:5.. I r-ter�r�s. � � m ;. : � � 18. GUT 8 REMOVE EXI5TIN6 ROOF SHEaTHING TO : . �,::'. [� p� ; ,.; �- � ,-..: I T.O. SLAB " ' � TFIE EXTENTS INDIGATED TO PREPARE ROOP �OR , :�� .....� .. �..�.•... . . .. . :. . �..: .: �. . ...�. ....,, . . .. . . .. �. ...; w. . .� :. : . �: �.-.. ..�.. . . ...;, . . � . . , � . . . f :... :.. .. .... . : ...,. .. .,. ... .. , . .. , � �� TH� GOtJSTRUGTIOH OF NEW RA1G� EaVES. • - � .�.:..,::;� '�������. ( 8382-II I/2 , Y.I.P. Q : , }.: �..:. I la. EXI5TING POOTIN6 � FOUNDATION YVALL TO � Q � iZEMaIN. � � 20. DEMOLISH EXI5TIN6 POUNDATIONS a5 REQUIRED n1 � Q , �-------------------�' TO PREPARE POR NEW GONSTRUGTION. W � ' 21. EXISTING LOAD BEaRII�IC� WALL TO REMAIN. � � O 22. REMOV� EXISTING STRUGTURAL GOLUMN � BEAM. M J EX I STI �I G B U I L D I N G S E CT I O N � To � 5���,� n�w�N� � � LJJ O SP�GIPIGATIONS. � 23. MAINTAIN BEARING GONDITION POR EXI5TIN6 U I/4" = I'-O° 6LU-LAM B�AM a801/�. � � � 24. EXI5TIN6 51'I'� RETAININ6 WALL TO REMAIN. 'J � � �XI�TING NEW RR�4MING 25. �XI5TIN6 STRUGTURA�L GOLUMN TO REMAIN. Q 26. EXISTIN6 GLU-LAM BEAM ABOVE TO REMAIN. � 2'i. SHORE EXISTING LOFT ABOVE d REPLP�G� I� �XISTING 4x4 STRUGTURAL GOLUMN WITH NEW WOOD d- POST, RE: STRUGTURaL. � ' � 28. DEMOLISH EXISTING TIMBER RETAININ6 WALL. � 2a. GUT EXISTING 6LU-LAM BEE1M ,4T EXTERIOR � , �AGE OP WALL 4 DENiOLISH DEGK. � r----- ----� - ( l 4� � � , - � i i � � t � i � � c� _ ' � C-� � �� � � � � - t i � . - T.O. PL,4TE� J M t � � 840Q'-4", V.I.F. --- e i � i � o e a ,^��` i �'` � a � � ' � � Limits of Use: \ / \ \ / '�� � � � , ( � ��.�i��YEriT����. N�t�QJ: These documents are instruments of the ( � � ( �----�--�---��-- Architect's professional service,shall remain the � I. REFER TO TH� POUNDATION PL�N �OR DIMEN510N5 - � � . OF PDUNDATION5 � FOOTIN65. property of the Architect,and are for the sole � � � � �''� • C 2. REPER TO THE 51T� PLAN �OR THE EXT�NTS D� use and benefit of the Owner.They shall not be � ' ' ��� �XTERIOR PaVIN6 � RETAININ6 fNaLLS. used by any other person or entity without prior � � � � � � , ( ' , ,��]"'^� written consent of the Architect.Unauthorized � � 3. REFER TO THE STRUGTURAL DRAWIN65 FOR THE ' ( ; � I I I I ; , ' T.O. SUB-PLOOR LOGATIONS OP ALL GONSTRIJGTION � GONTROC use of these documents, in whole or part,shall ' ( ' • ' • � JDINTS IN GONGRETE 5LAB5 ON GRADE. not create a contractual relationship with or � • •. � 8401'-3", V.I.F. 4. STONE PaTTERN5IN DRAWIN65 ARE cause of action in favor of any third party ' � '� � � ' DIA6RAMM�4TIG ONLY. GONTRAGTOR SHALL against either the Architect or the Owner. ; �_ � � � • .. . I "• . .' . MOGK-UP STONE VENEERS � P�VIN6 FOR OWNER'S ( . � REVIEYV � APPR,OVaI.. O� STONE 51ZE, 5H�4PE, Phase: � � _ �� t _ �l t _ � � ' • •' L , / 6 I . , I • , CALOR,MORTAR, � JOINTIN6. � � � �� / � • �� 5. REPER TO THE ROOM P I NISH SGHEDULES POR �e S I n D e v e I o m e n t � �� / �q.2 � � � . . / INTERIOR �INISH MATERI�4L5 � GOLORS. � p ` / ,-L)�l , ,,�L)�l ,,,�L) l' � I I .. � . .� ' ' • b. PROVIDE � INSTaLI. 50LID WOOD BLOGKING POR _ 1 1� 1�- � l� � � � � , I . . ; I - � - �- � Z . � P�L.L WaLL-MOUhIT�D � SEMI-REGE55ED MOUNTED ' - EQUIPMENT, AGGE550RIE5, GABINETS, HA�NDRAILS, i� � � ��t - ��t - ('�l Jt - \ �- � _ MEGHANIGAL/ELEGTRIG�L. EQUIPMENT ETG. � �� ��� L �� \ �- I I L ' L ' L ' '1. RE��R TO WINDOW 4 DOOR SGH�DULES FOR �=-� -� � � ( � � � JAMB HF�D, 8 51LL DETA�ILS. . - _ - _ � � 03.21.2006 For Permit �C) ,� - ,��)�l ,,,.�)�jl � I � , „ � - T.O. 5UB-FLOOR� 8. al.L WOOD FOR 51LL PLATES, 5LEEPERS, OR � � .. . .:.'. '. '.. .• ...'.. . , � � �. 83a2-I I/4 , V.I.F. BLOGKING IN GONTAGT WITFf GONGR�TE OR 03.02.2006 Owner Review ... .,. . .. . :� .:- :. .,, ... . ..:.. .. ., ,: ,. .. :.,:�..�� � .. : �� ' - �' � - .. . , ...: . •. ....., :... . . . ..: ... . , . . „. . :. .. �. , ,....:,... _. . .. ..�: . .... ..:...�.. :... . : .: _. . . , ..�:� . . .,..,�•. . ,:.• . ° MA50NRY SHP�LL BE PRE55URE TRE�ITE . .�• � � SPEGIFIGATIONS. � 01.23.2006 Vai) Design Review ;�,,; ,,, � �'.� ::"� � ( , .. � q. ALL WOOD WITHIN 6" OP 6R�OUND SHALL BE 07.20.2005 Conceptual Review .. . . , , . . . � � . . . : . . . . . . . � . :��� � . . � � � � . . . .. .. . . . . . ..+.y . . . . . . . . . . .. . . . ( . . . . •' . . � . . � . . . .. ,. . : :. � ''' PRE55URE-TREATED, RE: SPEGIPIGATIONS. . ... ' I 10.JP APPLIG/�BLE, PROVIDE MILL GERTIPIGATE OP NO. DATE: DESCRIPTION: :... ���- : .,., , .. A9.3 '� ` I ���� I .. .. ,4LL 6LU-LAM LUMB�R TO PIELD INSPEGTOR AT TIME • :.:;' , � .:. � OP PRAME IN54'EGTION. :.;,. Issued for: . . . . . . . , . . . . . ... , .i , � 15 ��r'N , �. � . . . . . ��� ::• II. METAL PREFAB �IREPLAGES � PLUES SHALL BE P � ., ... Z � � ;M., ' � Descri tion: -.... , :� ' INSTALLED PER THE MANUFAGIUR�R'S - Z � � SPEGI�IGATIONS. GHIMNEY SHROUDS SHAL.L NOT '. ' < Z. I I VOID THE M,4NUFAGTURER'S UL-LI5TIN6. D E M O L I T I O N � N EW .- ,. �-- I I 1 2. P R O V I D E P R 0 5 T-P R O O�, ANTI 51PHON Y�4L1/�5 ON . ��. . ` Z i ..::: i ,�� � B�BS. �� BUILDING SECTIONS : .; .:.�. _....: .,..:...•.:�:� . �... .:.., ...,a.. � . :..y. �.; 382� ��T'2��Y OW N - .� . .:. ,, .. �.•. ..� . , .. .:..� ... .:..- . ...�.........•, .... :.. .. ..: . � �. . ... .,. ., . . ,, . .. .. �:. fi . . . . � � 13. PROVIDE THE FOLL 11�16 INSUL/�TIO R VAL ,��::. � 8 - / , .I.F. . . .... . ..... . . . ... :. .. . :.:.�.:.:.. � I (IRG TABLE NI102.1): ....: , 2 GEILIN65: R-4�I , ' , 9 �. �5.2 �E������ �� WALLS: R-221 ._________,. �LOORS• R Scale: Sheet No: � �-� As Noted BpS�M�NT WALLS: R-Iq � ,�, 14. ALL EXf'OSED EXTERIOR LUMBER SHALL BE P RO POS E D B U I LD I N G S ECTI O N � � � � ���� ��.-n�►�NS�o,�o, �-SAWN DOU6 PIR,�.N.o. �ob NUmber: � � 15. ALL 5HEET M�TAL PLA5HIN6 SHALL B� GOPPER, A4 • I ,, � I/4° = I'-O° RE: SP�GIFIGaTIONS O�t-1 6 GOLQRADO INSPEGTIO#�� AGEi�CY �;. .. � . . . �... � . . . . . . . . . . . . . . � . . . . . . . . . . . . .. � � � � . � . . � .. � � f ,,' � � . � . �... . . . . . . . . . . . . � . . . . . . . . . . � . .. . � � . . . . . . . � � � � � . . . . . . . .. . . � .{� ,.,. � . � . . .,. . . . . . . . . � . � . . � . � . . � . � . . � � . � � . . . � .. . . � . . . . . . . . . . . . . . . � . . � . �_� . ,..... . � . . . . . . . . . . . . .. . � .. � . . . . . . . . . . . � . � . . � . . : . . � . . . . .. . .. . . . . � . . . . . . � . .., . . . . . . � . . . . � .. . . . . . . . . �. . . � . � . . . � . . � . ._; — • � I • I I� I I I ♦ a . _ - - - - - . . � � .. , o . . . . -, . . � . 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TF+E GONTRAGTOR 5HAL.L 1/�RI�Y Denver, Colorado 80210 ALL EXISTING GONDITIONS,DISGREPANGIES, � ALL ' OTHER ITEMS TO BE DEMOLISHED PRIOR TO 303J59.9660 vEMOLITION. i nf oQse a n g a rrett.co m , � 4. RETAIN ALL EXI5TIN6 �IXTUR�S, �ITTING5, 4 www.seangarrett.com HARDWARE �OR REUSE, STORA6�, OR DISPOSAL AT THE PROPERTY OYYNER'S DISGR�'TION. Architect/Engineer Stamp: 5. RETAIN ALL REMOYED DOORS � DOOR H/�1RDW�4RE �OR STORAG� OR DISP05�4L AT THE PROPERTY OWNER'S DISGRETION. 6. ALL EXI5TIN6 GONSTFZIJGTION TO REM�41N SHALL BE GOVERED E PROT�G'T�D A6AIN5T DAMA�6� �oF CO`� DURIN6 DEMOLITION � NEW GONST'R�UGTION. '` � 'i. TI-f� GONTRAGTOR SHaI.L VERI�Y, PaTGH, � ��' � LEV�L THE EXISTING PLOOR ,4T THE LOGATION OP SEA1�I 11A. DEMOLISHED PARTITIONS �OR PROPER � INSTAd.1.aTION OP NEYV PARTITIONS, �INISH �C GARRETT NEW, ROOPING, RE: ROOF PLAN MATERIAl.S, APPLIANGES, � �IX'NRES. 203263 �, 8. THE GONTRAGTOR SFfALL BE RESPONSIBLE POR `�� �G NEW, ROOP UNDERLA`(MENT, RE: RDOF PLAN TH� BLOGKIN6 � BRAGIN6 OF WALLS WHER� � �'� MODIPIGATIONS TO THE EXI5TIN6 GONSTRUGTION �S'�D ARG� , THR�ATEN TO GOMPROMISE THE INTE6RITY OP THE I STRUGTURE. BRIN6 DUBIOUS GONDITIDNS TO T'HE A�.I • . •. � ; • � . � � PROGEED N WITFfE THE WORKT�R TO TFfE `" V 4 • �-'- _ --—. . STRUG1URaL,. DRI�IWIN65 � SPEGIFIG/�TIONS. � , . 1 • . I q. PROPERLY DISP05E OP ALL DEBRI5 IN . EXI5TIN6, 2x6 OUTRI66ER � ��" EXISTING, 2x4 SPAGERS TO REMaIN . A�GGORDANGE WITH LOG/1L ORDINANG�S S � � �4. 51D� OF T..I.L I-2 ! � is REGULI�TIONS. � , � GUT OUTRIGGERS TO DIMEN510N 10. R�MOI/� 4 DI5P05� OF ALL PLOOR FINI5HE5. ( PREPARE EXI5TIN6 5UB-FLOOR TO R�G�IYE 1JEW � NEW, BATT IN5UL,4TION, ' NEW, Ix3 STAINED WOOD TRIM R�: ARGH. NOTES . . . !� _ PINI5HE5. REPLAGE �XI5TIN6 5UB-PLOOR DAMAG�D ' . � WATER, AND/OR ROT. U q , cS� EXI5TIN6 R,4PTER � NEVV, 3x10 5T,0.1NED, ROU6H=5AWN WODD PaSGIA. � � �'� IBI. REMOI/� � DI5P05� OP �4LL INTERIOR WALL '' YAPOR BARRIER �• T.O. PLATE BA5E5 � WOOD TRIM. . � - � 8405'-O 3/4", V.I:F. ' � DI5P�05 RT THE OIWNER'S D�R�TION. GRES�FOR � �XI5TIN6, 50LID WOOD ^ . BLOGKIN6 BETWEEN T.J.I.'S 6AP POR YENT i4 INIINIINI � , � � ,4BANDON EXISTING PIPIN6 ,45 REQUIR�D. �� � � � . 13. REMOVE � RETAIN ALL LI6HTIN6 FIX'NRES POR � s ■ ' , WAI.L�BOA� l�-- ' . NEYV, Ix4 STAIIVED DOUG �IR : . • . I �� I I I� DI5P05AL AT TH� OWNER'S DISGRETION. REMOVE d . • TONC�UE 4 6ROOYE DEGKIN6 � • I II I I DI5P05E OP EXI5TIN6 WIRING, 5WITGHING, � • — � . REGEPTAGL�5. MAINTAIN EXI5TIN6 J-BOXES FOR , PT � > , . 3 NEW, 3-GOAT GEMEMT STUGGO W/ INTE6RA�LLY � • ( �� I I ' RE-USE. � G O L O R E D E L,q S T O M E R I G F I N I S H G D A T. I I I I ( 4 1 4. R E M O V E 4 R E T A I N A L L A P P L I A N G E S �O R n ' � � L �B.) • . : ' I I DI5P05aL AT THE OWNER'S DISGRETION. V� Q �_ . . � � T.O. PL,4TE' � � , I �� I ( g: � � � � � ., • 8401'-3", V.I.F. I U I I flEMOLItfON K�1'NOtE Q � •p • . g � � ( - ' • NEW, 5Tp1NED 2x WOOD LINTEL ' . I II I I I. DEMOLISH d DI5P05E OF EXI5TIN6 PIER INGLUDING I �1 � 00 BRIGK 1/ENEER, STRUGTURaL GOLUMN � V J . . ' . NEW, aLUMINUM G1..AD WOOD WINDOW . -- - �OUhIDaTIONS. � ^ Q / \ / \ ` . . . • ' . 2. DEMOLISH � DISPOSE OP WOOD DEGK, DEGK �.L Q M ' • ' NEW, 2x12 FRP�MING, RE: STRUGTURAL . (NIINIINI �RA�MING, d 6UARDRAILS. // \\ // \\ a . � P05T-MOUNTED LI6HT �•c � Q 3. REMOV� EXI5TING DOOR, �RAME, � 51LL. AB.I NEW, GOP.PER SH�T METaL GL05URE PANEL ' �IXTURE, RE: p 4. REM01/� � DISP05E 0� �XISTING WINDOW FRAME, J � . ' . . ' . 5PEGIPIGA�TION5 I GLaZIN6, � TRIM. PROTEGT ALL STAINED 6LA55 IN � � � � • . • . . . I I � PL,aGe. � / \ . , , . , STONE PIER GAP ����� 5. D�MOLISH EXI5TIN6 INTERIOR PARTITION TO TH� � O / � . . . • I II � �XTENTS 1NDIGATED ON THE PLAN INGLUDIN6 r � , � . . NEW, a1.UMII�JM GLAD WDOD DOOR . I III� y� W U PINI5HE5, PRAMIN6, 4 BUILDIN6 SY5TEM5. / , � • 5 ������ � b. DEMOLISH � DI5P05E O� EXI5TIN6 POUNDATION J � � � ' � ' ' Aq.2 I�II�I � � wa�� ,�NV �oori�. Q . _ . Q � ' . • � .—--^ I I � '1. D�MOLISH � DI5P05E OF �XI5TIN6 MILLWORK . �.o . . ' . �' � I II I INGLUDIMG SHELVING, GABINETRY, d W,4LL PANELS. � , . . , --- ' • I NEW, STAINED 8x8 I�Ili I I 8. REM01/� EXI5TIN6 BRIGK OR STONE YEN��R � � -- . • � , GUARDRAIL P05T I II � PREPARE SHEATHIt�IG TO R�GEIVE AIEW MATERIA�LS. � � (I � 9. DENiOL15H EXI5TIN6 �XTERIOR WALL TO THE �5.5 . . . . � � PAINTED 5TEEL I�II� I �XTENTS INDIGATED ON THE PLAN INGLUDIN6 �M \ ' . I _ , G1JaRDR�IL I III� � �RAMIN6, INTERIOR FINI5HE5, � �XTERIOR SIDIN6. ` ' J � � / • � � � � PABRIGATION I II � I SHORE � BRAGE A5 REG�JIRED. STRUGTUR� IS 1�lOT /� j NEW, PINISFf �LOOR, . . cc� I I IIII � I I I( LATERALLY STABL� WITHOUT WA1.L AS � RE: ROOM PINISH • .. . • �� � N�W GOMP051TE I I � � II I GONSTRUGTED.BRAGIN6'SHALL REMaIN UNTIL NEW � \ / s��vu� '—� . � � III I r •1 , . • � �� WOOD DEGKING - I I � I I I SHEAR WaLLS ARE INSTALLED 4 ROOP SHEATHIN6 ♦ ^ 2x2 TRE,4TED WDOD � , � � � 6AP TO DRAIN i4 ������ � 15 �ASTENEP. V J SLEEPERS I ' �� ( ( 10. DEh10L15Ff �XISTING �IREPLAGE INGLUDIN6 PLUE, (�° 6YPGRETE � ---- I �R�4MIN6, 4 PINISHE5. SHORE � BRr4GE a5 � � ° ENGA�SIN6 WIR580 .- T.O. SUB-FLOOR � � � REQUIRED. STRUGTURE 15 NOT LA'T�RALLY STABLE � � RaDIANT FIEaT TUBIN6 83Q2'-I I/4°, V.I.F. ( � �N WITHOUT WALL A�5 GONSTRUGTEfl. BRAGIN6 SHALL � a � -- -- - - - - - - - - - - - - - - - - -� REMaIN UNTIL NEW SH�AR WALL5 ARE INSTI�LLED d NEW, 5/e° GYPSUM �� �_-�� , � `� ROOP SH�ATFfIN6 15 FASi�NED. � WALLBOARD GEILING NEW, 3x WOOD LED6ER, �X� I I. R�MOVE EXI5TIN6 51DIf�l6 � PR�Pf1RE SHEATHING � 8 ^ RE: 5TRUGTURAL � TO REGEIYE NEW FINI5HE5. REMOVE � REPLAGE ' Y�4POR BA�RRIER O i4 � e P���� �XISTING SHEATFiIN6 DAMA6ED BY INSEGTS,WAl'�R, EXI5TIN6,SHEATFfING � ��I I�� AND/OR ROT. 12. REM01/� EXISTIN6 ROOFING MATERI�4L5 � Limits of Use: �� � --.� NEW, ADH�RED NATURAL � I REMOVE � DISPOSE OP ��I I�� UNDERLAYMENT. PREPARE SHEATHING TO REGEI VE � �tQ.� THIN-STONE 1/ENEER � , � RI61D INSULATION ��I I��r� NEW UNDERLAYMENT +E RDO�IN6. REMOVE � These documents are instruments of the � �������� � Architect's rofessional service,shall remain the . � � � � ��a REPLI�G� EXI5TN6 5HEATHIN6 D,4MI�IGED BY p C� ����� \ � � �������� � ��i property of the Architect, and are for the sole � � �. _,..y IIIII) � �� � INSEGTS, WATER, ,4ND/OR ROT. use and benefit of the Owner.They shall not be �Q OQ � � �i THIN, NATURAL STONE ( ��� ��'� 13. DEMOLI5H EXI5TIN6 ROOPIN6, UNDERLAYMENT, used by any other person or entity without prior �� �3 VEN�R ON STRUGTURAI.. IIIIIIII s t � � �� SHE,4THIN6, � ROOF PRAMIN6. ��C� ���� \\ /�B.rJ. � GOhIGRET� MA50NRY �������� ( ��� ��� 14. REMOVE �XI5TIN6 PINI5HE5 � PF�PA�RE written consentoftheArchitect. Unauthorized `v�,., � � � � NEW, AWMIf�IUM GLAD WOOD DOOR PIER ( �r� i 5UB5TRATE TO REGEIYE NEW FINI5HE5. use of these documents, in whole or part,shall o �� IIIIIIII zq IIIII�I� � �al I�� 15. DEMOLISH �XISTING 5LAB ON 6RADE TO THE not create a contractual relationship with or ��� � O , IIIIIII� � � i� EXTENTS INDIGATED. REMOVE � DISP05E OP a1.1. cause of action in favor of any third party .____._J � o o •� � ��,, � �� DEBRIS. against either the Architect or the Owner. � o � �������� � ��� ��� Ib. GUT � REMOVE EXI5TING ROOF SHEaTHIN6 TO o �� �������� � � GREATE RID6E YENT SPAGE INDIGATED IN THE Phase: � �� z b IIIIII II � ��I I�� ARr,t�+IreG� va,�wlN6s. DO xOT GUT � � u�iuii i �� ,� 5�u�,v�. �aM�N6 r-r�r�RS. D es i n D eve l o m e nt C=� D�C� � � � i a 9 p � � �� IIIIIIII � � �? I"i. G U T � R E M O Y E E X I S T I N 6 R O O P S H E A T H I N 6 T O �Q i OQ / � I I NEW, FLASHING OVER � ��I I�� REGEII/� SKYLI6HT5 INDIGATED IN THE `� � EXP05ED FOUND�4TION WALL i4 (I�II��I fl o �8.5 � � 6 ��I i�� iocATlox w�� oL GP�TION OF EXIISTI� �� �� � ��I I�a �_ T.O��SLA�B ---= �i I (�? �R1�MIN6. DO NOT GUT STRUGTURAL PRaMINb , a . , ,. 83�� �� ��2 � V.�.�. � • :. .. d'.,' Q. /� � ����. � . . . . . . � . : , � � . . a . . . .. . � . . . . .d':.. .., :.: i'�� �� 18. GUT � R�MOVE EXI5TIN6 ROOF SHEATNIN6 TO 03.21.2006 For Permit - a THE �XTENTS INDIGATED TO PFt�P?�RE ROOF POR � ;' a; <..,.� . .:" , ��. THE GONSTRUGTION OF N�W RaICE E,4VE5. 03.02.2006 Owner Review ,�._.'.� �.'�.�� . ° <� '� ° � Iq. EXISTING POOTING 4 POUND�ITION WAL.L TO a . ' : . , . ' ` ' ' '° REMAIN. 01.23.2006 Vail Design Review 2 . .. � � � � . . . � � . . � . � . . �� . . � � . . � . � � � � . . . . . � ( . I . . . . .. . . �• a. ` . e . .'a..". '.• . : . . . .. .. AS.� ;� . ; . • ` � < : . � ��� 20. DEMOLISH EXI5TIN6 �OUND14TION5 A5 REQUIRED 07.20.2005 Conceptual Review . � •� • �'°� �'a � TO PREP,4RE POR NEW GONSTRUGTION. . :,"� EXISTIt�l6, �OUNDATION �� - - - - - �� .,a � � % ' '�� ° < .:°. 21. EXI5TIN6 LOAD BEARIH6 WALL TO REMAIN. NO. DATE: DESCRIPTION: '� � FOOTING � � ..." . ,. . . . 22. REMOV� EXI5TIN6 SpTRAUGTUR�4L GOLUMN � BEAM. Issued for: . a � ,a .a . ; . . . � . . . . . . � � � . . . . .. . �.�:. . . � .. . . . . . . I . � . � . . . . : .. : � . � . . a ° � ' �4.e .• � . . IV..I.LI� .1��T� S 1 IVl�i�lY��.. �IV'�WI��.� . �. . . . . . . . . . . � . . � . . � � .4 . . . ... . . . . � — _ _ — _ _ — J. � . ... . � � .a . . . � : � . ° � ,a• . ., . . . . .. . .. � . . � . � � • �'' ., • <� SPEGIFIGATION5. Description: � T.O. EXIST FOOTING ' :. • . . .� ° 23. MAINTAIN BEaRING GONDITION POR EXI5TIN6 4 � �� .. , . 4 ._�._.. . . . EL = Y.I.F. : . a : ° �. °a.. �...a. a ,<.. .. �� GLU-L,4M BEAM ABOVE. �. .�. °.a;,� �.. ,. . .. . � .� � �. ,.� � .�: `..� �. �4. EXI5TIN6 51TE RETAINING WA1.L TO REMAIN. DEMOLITION & N EW . . . . •: .a.. � .. . ; . � �� �� � ° � � � 25. EXI5TIN6 STRUGTURAL GOLUMN TO REM�41N. a ,, . ,. . : . ; 26. �XI5TING 6LU-LA�M B�AM A�BOVE TO REMAIN. �-r. s�+o� exisri N6 �oF-r ,asove a �P�c� WA L L S E CT I O N S . . EXISTING 4x4 STRUGTURAL GOLUMN WITH NEW WOOD -0 i � . . � P05T, RE: STRUGTUR��L. ` 28. DEMOLISH EXI5TIN6 TIMBER R�TAININ6 WALL. g 2a. GUT EXISTING 6LU-LaM BE�4M AT EXT�RIOR Scale: Sheet No: � �AG�__O�_�J., DEMOLISFf DEGK. As Noted N EW ELEVATI N I N �v���E �v �obNUmber: O N EW WALL SECTION DEMO WALL SECT O 3 ,� _ , ,� 2 „ , �� , � 1 �, , ,� , , /� A5 .� I/2 - I -O UNIT ,4 I/2 = 1 -O UNIT �4 , V2 = I -O UNIT ,4 G�u� � � ��� O`'f'� � :±� . ; °.w ; � �� AGENCY �'� � , �. , CsE1�lER�L DEMOL I t f ON NOT�S: ::_:.> : ;: . _.;;. : :.�::e a:::� ...:.....::::. � I. THIS PLAN DOE5 NOT IMPLY ,4NY SEQUEhIGE TO : , :;<:;;::«::::::>;. ' :»::»>::>:.;«; <:<:>: TIiE ORDER OF DEMOLITION. MEANS, METHODS, � :"`> :.;;: •:;<:<::.. ;.:: ;:.;: � <:::::> ::<. : :;::< ::::: ;:::::,;;;;;;;:.;>:.: ¢ THE SPQU�NGE OP DEMOLITION I5 THE 50LE �`� t .»::;::::«:<::<::<:: , , : RE5PON51BILITY OF THE GONTRAGTOR PER�ORMING �:.;:� 1 �� 4.� ....` :. � THIS WORK. _:: ;;:. :,..:: ;;.. _ 2. YERI�`f THE LOGATION OF UTILITIES 1'RIOR TO h � Q , BEGINNIN6 THE WORK. PROTEGT RND/OR RELOGA�TE A r C 1 1 I ��i �� U � UITILITI�S A5 NEGE55ARY TO AGGOMOD,4'I'� � _ DEMOLITION aND/OR NEW GONSTRUGTION. 1457A South Pearl Street 3. THIS PLAN MAY NOT REPRESENT A�LL 11'EM5 TO D e n ve r, Co(o ra d o 80210 BE DEMOLISHED. THE GONTRAGTOR SHALL VERIFY , ,4LL �XI5TIN6 GONDITIONS, DISGR�PaNGl�S, � ALL 303.759.9660 OTHER IT�MS TO B� DEMOLISHED PRIOR TO infoQsean arrett.com D�MOLITION. 9 ' ' _ 4. RET,41N A1.L EXISTIH6 PIXTURES, �ITTINGS, 8 www.seangarrett.com , H�RDYV�RE FOR REUSE, STOR,AGE, OR DI5P05aL AT , �� . . . THE f'ROPERIY OWNER'S DISGRETION. A�chitect/Engineer Stamp: 5. RETAIN ALL REMOYED DOORS � DOOR � HARDWARE �OR STORA6E OR DISP05�1L AT TH� PROP�RTY-0WNER'S DISGRETION. 6. ALL EXISTIN6 GONSTRUGTION T0 REMAIN SHALL � B� GOVERED � PROI'EGTED A6AINST DAMA6E ��F ����� � DURIN6 D�LITION � NEW GONSTRlJGTION. ���" �� , . 7. THE GONTRAGTOR 5HaLL VERI�`(, PATGH, � � � � . LEVEL THE EXISTIN6 PL04R �4T THE LOGATION OP ���I ft�. / Q DEMOLI5HED PARTITIONS POR PROPER � �---� . . . , IN5T�4L.L,�TION O� NEW PARTITIONS, FINISH � �20 2�� �, �Q , MATERIAL5, APPLIANG�S, � PIXTURES. t°�,� �y ' . _ 8. THE GONIRAGTOR SHALL BE RE5PON51BLE FOR C� <c� � THE BLOGKING � BRaGINb OP WALL5 WHERE ���, �����° MODI�IGATIONS TO THE �XI5TIN6 GONSTRUGTION �� j��t � ' . THREATEN TO GOMPROMIS� THP INTE6RITY OF THE � PIEW, WE51'ERN R�D GEDAR 5H/�KE ROOPIN6 STRUGTUR�. BRIN6 flUBI0U5 GONDITIONS TO THE , �� . . • . . (2 ATTENTIDN O� THE ARGHITEGT PRIOR TO ' ' � NEW, ROO� UNDERLAYMENT, RE: ROOF PLAN G� • . ' ' Aq.I is PROGEEDIN6 WITH THE WORK. R��ER TO TFfP . .—-- -- NEW, APA-RATED ROOF 5H�ATHIN6, RE: STRUG'NRAL �OR EXTENTS STRUGTURAI. DRAWIN65 � SPEGIFIGATION5. � ' � � �'_p° �i. PROPERLY DISP05E OF ALL DEBRIS IN / 1 . AGGORDANGE WITFf LOGAL ORDINA�hlGES d � . NEW, Ix3 STAIPIED WOOfl TRIM =s=�_,_ � ��Q . R�GULATIONS. �� . � � : 10. R�MOVE d DI5P05E OF ALL PLOOR PINI5FfE5. NEW STAINED 3x10 DOUG FIR BARGE RAPTER n , ��C� � � � II ���I PREP�RE EXISTIN6 5UB �LODR TO REGEIVE NEW �� ' ' ' , NEW, 2xb RAKE BOARD � 24" O.G. PINI5HE5. REPI..AGE EXISTIN6 5UB-FLOOR DAM,4GED " � NEW RAFTER, RE: BY IN5EGT5, W�4TER, AND/OR ROT. ' U ' � 5TRUGTURAL ` _ NEW, Ix4 STAINED DOU6 �IR TON6UE # 6ROOVE DEGKIN6 II. REMOV� � DI5P05P OF ALL INT�RIOR W�LL �� • . ' q BASES � WOOD TRIM. � ° , . . NEW, STAIN�D, 2x2 DDUG PIR TRIM 12. REM01/E d RETAIN al.L PLUMBIN6 FIXTURES �OR ' � DI5P05A1. AT THE OWNER'S DISGRETION. GAP � � . . NEW, 3-GOaT GEMENT STUGGO W/ IN1'�6RALLY GOLORED ABANDON EXI5TIN6 PIPIN6 A5 REQUIRED. . . . . • . ELASTOMERIG FINISH GOAT � II II I I 13. REMOYE � R�TAIN al.L LIGHTING �IXTURES FOR � •. � � . NEW, YA�POR BARRIER ,— DI5P05AL AT THE OWNER'S DI5GRETION. REM01/E d � : IIIIII . _ ' � . , � � NEW, APA-RP�T�D SHEaTHIH6, RE STRUGIURAL DI5P05E O� EXI5TIN6 WIRIN6, 5WITGHIH6, � � . • NEW, g/e' 6YP5UM �Q . � � � NL4LLBOARD GEILIt�Ib � (I II I I REGEPTAGLE5. MAINTAIN EXISTIN6 J-BOXES POR � > /'� o� � � t�w, 2x6 �Mlr� __ � II II I I �-use. �� 3 ` � I) �� ( � 14. REM01/E � RETAIN ALL APPLIANGES FOR W • � � NEW, 2x ST�AINED WODD LINT�L � � � �S.I III II II I ( DI5P05AL AT THE OWNER'S DISGRETION. Q � NEW, ALUMINUM GLAD WDOD WINDOW � II II I ( � � � � . � I I� I I II I I g DEMOL I T I ON ICE�'NOT�S: O �O � � � -- III II � I. DEMOLI5H � DISPOSE OF EXISTING PIER INGLUDIN6 � , � � T.O. PL,4'TE I I� I I II I ( BRIGK VENEER,STR�JGTUR�L GOLUMN 8 � , � � � I EL = 8401'-3° II� I) II ( I FDUNDaTIONS. ^ O � �" II II (I ( 2. DEMOLISH � DISPOSE OP WOOD DEGK, DEGK � �.L Q � ( . � � NEW, GOPPER SH�ET METAL GLOSURE PANEL III (I II I I �R,4MING, � 6UARDRAIL5. � Q /� / \ / \ I I = -J� 3. REMOVE EXISTIt�IG DOOR, PRAME, � SILL. � J � `�-_J J 4. REMOYE � DI5P05� OP EXI5TIN6 WINDOW �RAME, / / \ q ` NIIMI q GLaZIN6, � TRIM. PROTEGT ALL STAINED 6LA55 1N � � �� PLAGE. M , � / \ / \ �B.I ' ==—11 5.DEMOLISH �XISTIN6 IN1'�RIOR PARTITION TO THE � W � � _ .�, . P05T-MOUNTED LI6HT �I I EXTENTS IN171GATED ON TFIE PLAN INGLUDIN6 U / � � � � PIXTURE, RE: SPEGIFIGATIONS � II �� � � � � � �� o PINI5HE5, PRAMIN6, � BUILDIN6 SYSTEMS. / �� Q � �(I I I �� I I 6.DEMOLISFf � DISPOSE OP EXI5TIN6 POUNDATION _J / \ z � NEW, 5TONE WINDOW 51LL �I I I I �� I I WA1.L aND PDOTIN6. — / \ � � BY 1(ENEER STONE 4 II � g 7. DEMOLISFf 4 DI5P05E OF EXISTING MILLWORK Q � Q �� � � � 0 SUPPLIER �q.2 I I I I I I I I INGLUDII�IG SHELVIN6, GABINETRY, � YVAI.L PANELS. � � 8.REMOI/� EXI5TIN6 BRIGK OR 5TONE YEN�R � , C� ' � \� - /� � � z _ T.O. PLAI'E .— —• (�� (I II I I PREPaRE 5HE�THIN6 TO REGEIVE NEW MATERIALS. � O � � � � � EL - 8394-11 I/4 I I I II �� I � � / AB.I a. DEMOLI5H EXISTING EXTERIDR WAL.L TO THE � I�� II II I I g � EXTENTS INDIG�tTED ON THE PLAN INGLUDIN6 M ALI6N TOP OP hAINSGOT � � NEW, 8x8 STaINED I�) II �� ( I PRA�MIN6, INTERIOR FINI5HE5, d EXTERIOR 51DIN6. � � ' � W/ WINDOW 511..1.. WOOD GU�RDRAIL POST ��I - - - - - - - - - - - - - - - - - — SHORE 8 BRAGE A5 R�QUIRED. STRUGTURE 15 NOT NEW, g/e' 6YPSUM � � — — �I I — — — — — — — — — — — - - — — — — — — � LATERALLY STABLE WITHOUT WALL /�5 n l n GO N S T R UG T ED. B R AG I N 6 S H�L.L R�M A I N U NT I L N E W W WALL BOARD NEW, PAINTED STEEL — — �I �� -f1 — -11 — TI — TI — 71 — -I-I — TI — -I-1 — -Tl -1�1 —-Tl —�I' ( � 6UARDRAIL �ABRIGATION �I I � � � I SHEAR WALLS aRE INSTALLED � ROOF SHEATHING � , �W, V,�POR Ba�lt-tz q \ � �I I � I I I I I I I I I I I I I I I I I I I I I I �I I 15 ���Nm. , _ � �� I I ( I II ( I ( I I I I I I I I I I I I I I I (� 10. DEMOLISFf EXISTING FIREPLaG� INGLUDINb FLUE, NEW, GOMPO51'I� WOOD \ ��( � � � � �R�lMIN6, � PINI5HE5. 5HORE � BRAGE A5 � �� t�W, BArr Ixsuu�TlOx, � I I I I I I I I I I I I I I I I I I I I I I I RE: ARGH. NOTE� � DEGKIN6 - 6AP TO DRAIN = _� � � REQUIRED. STRUGTURE 15 NOT LATERALLY 5TABLE a Q 11_ 11_ 11- 11_ 11_ 11- 11- 11_ 11_ 11 11— � wir++our w�u..� As coxsixuc�D. BRncin� �n�.� � � 1R NEW, �INISH PLODR, RE: � — — — — — — — — — — — — — — — — — — — — — REMAIN UNTIL NEW SHEaR WALLS �4RE IN5T,4LLED � . � ROOM �INISH SCHED. ————— ROOF SHEATHIN6 IS �aSTENED. � t o ��� T.O. SUB-FLOOR � I II. REM01(E �XI5TIN6 51DIH6 d PREPARE SHEATHING : 2x2 TREATED fN�OD j 83q2'-I I/4", V.I.F. IX�J TO REG�IYE NEW PINISHES. REMOYE 8 REPLAGE , �� SLEEP�RS '_' - - — — — — — — — — — — — — — — — — —� — � �XI5TIN6 5HEATHING DAMA6ED BY IN5EGT5, W,4TER, ..._ � „ — — AND/OR ROT. , � (1� 6YPGRETE ENGA51N6 PL?�5H OVER TOP � � ( u �X� Limits of Use: WIRSBO RADIANT HEaT � � OP L�D6ER �C°°� �� 12. REMOVE EXI5TIN6 ROOPIN6 M�TERIALS 8 TUBING � � �'� , 14 �i� �i� '�%' UNDERLAYMENL �PARE SHEATHIN6 T0 REGEIVE These documents are instruments ofthe �\ / �, WOOD LED6ER, �� �� �� ��I I�i NEW UNDERLAYMENT � ROO�IN6. REMOVE E Architect's professional service,shall remain the ��� C� TRUGTURAL � i� REPLAGE �XISTNG SHE,4THIN6 DAM,4GED BY property of the Architect,and are for the sole / \ — � r� � � � � ' � t �� ��I I�� I N5EGT5, WAT�R, AND/OR ROT. O �y� qp��p Np��� G use and benefit of the Owner.They shall not be � � � � � � � THIN-STONE VENEER � ' �G� Y,�� (�� 13.D�h'IOLISH E}CISTING RODFIN6, UNDERI..AYMENT, used by any other person or entity without prior �\J / \ � -__ �8.2 � ' THIN NATURAL STONE G� � � �� SHEATHIN6, 4 ROOF FRAMIN6. written consent of the Ar hi / � — (� z , �,] i� � c tect. Unauthorized 14. REMOVE �XI5TIN6 PINISHES � PREPARE / � � _ VENE�R ON STRUGTURAL i'l a I ��� ��i use ofthese documents, in whole or art,shall � / � .,,. � A1..I6N SHEATHING YV/ — GONGRETE M�450NRY �� ���� ( ���a SUBSTRATE TO REGEIVE NEW PINISHES. not create a contractual relationship with or � --� OUT5IDE FaGE OP C� PIER ' �� � �? I5. D�MOLISFf EXI5TIN6 SLAB ON 6RADE TO TFfE cause of action in favor of an third a �� � � p � , PND. WA�LL � � �� ���� ��� EXTENTS IN171GATED. REMOI/E � DISP05E OP ALL against either the Architect or the Owner. , � r�. Q u�i C���� , �� REMOYE t DI5P05E �i'�� �G�� bEBUT d R�MOVE EXISTIhl6 ROOF 5HEEITHIN6 TO �\ // � � � _-�`'> OP RI61D IN5UL�4TION ��� �Y�,� Phase: _._- i � GRE�4T� RID6E 1/ENT 5P,4GE INDIGP�TED IN THE � / ---� �5.2 � 1�1�W, STONE WINDOW � �G�I (� ARGHITEGTURAL DRAWINGS. DO NOT GUT / _ 51LL BY VENE�R � �_ �� G I I�� STRUGTURAL i=RAMIHG MEMBERS. �e I I�1 V � , , �� \ / � s �� STONE SUPPLI�R � s g D e e O p I'Yl e Cl t O WaLL/BOaRD M � � � �C �� ��( I�� I'1. GUT d REMOYE EXI5TIN6 ROOP SHEATHING TO �� a � T.O. FN17. YV�4LL -,.. �� ��I I�� REGEIVE SKYLI6HT5 INDIGATED IN THE '�J � _ NEW,VAPOR BARRIER � ��� j �L = 8385'-0° �� ` � I I� ARGHIT'�GTURAL DRAWIN65. GOORDINATE —•: MAINTAIN 2" GLR. BETWEEN �� ��I I�� LOGATION WITFf THE LOGATION OF EXISTING � �,� 15 ��� ���� NAIURAL STONE VENEER � �� �a �RAMIN6. DO NOT GUT STRUGTURAL FRAMIN6 � .;•a G ,4DJ,4GENT DI551MIL,4R �—`� i4 r �l� I�� MENBERS. � �tq.� �- � MATERIALS, TYP. � ! �� ��( �G� 18. GUT � REMOVE EXI5TIN6 ROOF SHEA�THING TO 03.21.2006 For Permit NEW GONGRET� . . T.O. 5L,4B ����� -- — �� �G�� ��� THE EXT�NTS INDIGATED TD PREPA�RE ROOF POR 03.02.2006 Owner Review . < . _� THE GONSTRUGTION OF NEW RAKE EAVES. � � <� 8382'-II I/2" V.I.F. . , . ;. . �. G I I�� 5L1�1B ON 6RADE " � � �� � a :.:`.' ' �� I�, Iq. EXI5TIN6 FOOTIN6 � �OUNDATION WALL TO 01.23.2006 Vail Design Review RE: STRUGTURAL� �,�. . .. � REMAIN. ' N�W, GONGRET�-RATED � � • �� : . " . :... .�,, �� 20. DEMOLI5H EXISTING POUNDP�TIONS A5 REQUIRED 07.20.2005 Conceptual Review �''� � � � TO PREPpRE POR W�W GONSTRUGTION. ..• � ��.� :. ° .°,a. _a _` •;4 NO. DATE: DESCRIPTION: M0157UR� BARRER, :.�� .. �. . 21. EXISTING LO�ID BEARIN6 WALL TO REM,41N. RE: 6EOT�GH :Q,..: � �.. ;� � � �� : :e�.. .�•a..��. .,�� 22. REMOVE EXI5TIN6 STRUGTURAL GOLUMN � BEAM. I ssu ed fo r: , NEW, 4" GOMPAGTED � ..:a� MANUFAGTURED � , , .a ° . �. .•: REFER TO THE STRUGTURAL DRAWIN65 � � Desc�iption: GRANULAR FILL � ... DR4INAGE BOARD <� .` ; � °. ° ,°� .� ,.; SPEGIFIG�4TION5. 2 . . . . .� � . °� � :� : •��: � � 23. MAINTAIN B�ARIN6 GONDITION POR EXISTING , , , N�W, 2" RI61D INSULATION �5.1 . ,a�w �-�— — - — — — — ° .�.� ° : � �•a • ,a�: �.<� �: . GLU-LAM B��IM �801/�. Q" . � T.O. NEW FOOTI G ., . � " � . .. � : ., 24. �XI5TING 51T� RETAINING W�V..L T0 REMAIN. D E M O L(T I O N cX N EW NEW, POUR-IN-PLAGE .� � � RE: STRUGTU L a �� � • �° .<�. ,: �,� •� 25. EXISTIN6 STRUGTUR��tiL GOLUMN TO R�MAIN. . ` GONGR�1'E FOUNDATION WALL . : .'°.��.�� ' � � '.4�-=�—:� 26. �XI5TIN6 6LU-LAM BEAM ABOYE TO REMAIN. WA L L S E CT I O N S .. . d POOTIt�l6, RE: STRUGTURpJ.. ..' ; : `.�;' GRArYEL BAGK-FILL POR , " . .' `. ."a.. �..... �..a.... _ 2'1.SHORE E?CISTIN6 LOFT ABOVE d REPLAG� , ,; ` POSITIYE DRAINA6E, TYP. ,� a-. . � .. � . . .�. �,�. �XI5TIN6 4x4 5TRUGTURAL GOLUMN WITH NEW WOOD � .. .- .. � � PILTER �ABRIG a \ 2&. DEMOLISH EX ST�IN`6� TIMBER RETAININ6 WALL. � a , Scale: Sheet Na PERIMETER, PERFORAT'�D 2q. GUT EXI5TING 6LU-LAM B�AM aT �RIOR As Noted ° POUNflATION DRAIN g�����q6 -�•�-��M�LI DEGK. ' i���F �� � �� Job Number. ? N EW ELEVATION N EW WALL SECTION DEMO WALL SECTIQN ;�.a AJ� . � . 3 2 1 ��5��� � � ���� 0416 I/2" = I'-0° UNIT '?�' I/2" = I'-O�� UNIT '?�' V2�� _ ��_��� UNIT ',4' AGEIVCY F�, ,�` ,� , � _ � C�ENER�4L DE1"IOL I T I ON NOTES: :::. ;<. >::; :<:> : � ::: , I. THIS PLAN DOES NOT IMPLY:aNY SEQUEI�IGE TO e a„ <' AN METHODS 4 '>.<>«:::::::>:.:. ::«;.;:<.;:::.: :<::::, THE ORDER OP D�MOLITION. ME 5, , ... ::;:«:;<:.: :;;:: >;>: ::> .>.<:; g THE SEQUENG� OF DEMOUTION 15 THE SOLE � ... ,>:»::::.::::::::::: RESPONSIBILITY OP TFfE GONTR,4GTOR PE'RPORMING •� � 1 ��<:;. � :�.;�;;!k» '.... >: .� I THIS WORK. �.;:<::::<:<:;::::<<:>.. �: , 2. VERI�Y THE LOGATION OF UTILITIES f'RIOR TO . BEGINNIN6 TH� WORK. PROTEGT ,4ND/OR RELOGATE �1 �1 1 I l.� � l.� 1 � , UITILITI�S A5 NEG�55aRY TO AGGOMODaTE vEMOLI'TION At�l�/oR NEw GoNSTRUGTION. 1457A South Pear) Street 3. THIS PLAN MAY NOT REPR�SENT �LL ITEMS TO BE DEMOLISHED. THE GONTRAGTOR SHA�l,.L VERIFY Denver, Colorado 80210 ALL �XISTINb GONDITIONS, DISGREPaNGIE5, � ALL OTHER ITEMS TO BE DEMOLISHED PRIOR TO 303J59.9660 D�MOLITION. infoC�3seangarrett.com 4. RETAIN ALL EXISTING �IXTURE5, �ITTIN65, � www.seangarrett.com H�RDWARE FOR REUSE, STORa6�, OR DI5P05A1. AT ' TFI� PROP�RTY OYVNER'S DISGRETION. Architect/Engineer Stamp: ' 5. RET�IN ALL REMOI/�D DOORS d DODR HARDWARE POR STORAGE OR DISPOSA�L aT TH� PROPERTY OWNER'S DISGRETION. b. �LL EXISTING GONSTRUGTION TO REMAIN SHALL � � BE GOYERED � PROTEGTED A6AIN5T DAMA6E ��� COI� r—L_—_I-� DURIN6 DEMOLITION � NEW GONS'T'RUGTION. �Q.� � N�W ROOFIN6, RE: ROOF PLAN '1. THE GONTRAGTOR SHALL 1/ERIFY, PA�TGH, � Q � r � � r � � LEVEL TH� EXI5TIN6 PLOOR �T THE LOG�TION OP � SF.�►IV NI. NEW, ROOF UNDERLAYMENT, RE: ROOF PLAN � I I I I I � DEMOLI5HED PARTITIONS FOR PROPER ' �C GARREI�� * � I I I I I � INSTALLATION OP NEW P�tRTITIONS, �INISH 2O3263 �.. NEW, APA-RaTED RODP SHE,4THING, � I I I I I � MAT�RIALS, APPLIANGES, � FIXTURE5. �'� U 3 RE: 5TRUGTURAL FOR.EXT�NTS � I I I I I � �a 8. THE GON1RaGTOR SFfALL BE RE5PON51BLE POR � � TFI� BLOGKING � BRAGIN6 OF WALLS WHERE F� ��'� I�Q.I NEW, 2x TREATED WOOD - --- -_.L, � � � � � � MODIPIGATIONS TO THE EXI5TIN6 GONSTRUGTION S,�D AR�' BLOGKS • I6° O.G. I I I I I I � THREATEN TO GOMt'ROMISE THE INTEGRITY OF THE NEW, Ix3 WOOD TRIM � � � I I I � 5TRUGTURE. BRIN6 DUBIOUS GONDITIONS TO THE . I I I I I I I i� ATTENTIDN OF THE ARGHITEGT PRIOR TO �--�_� — NEW,ST,4INED DOU6 PIR 3x10 BARGE RAPTER PROG�DIN6 WITH THE WORK. REFER TO THE . � � 0 NEW, DEGOfL4TIYE Ix4 STAINED DOUG PIR � I I I I I � STRUGTURAL DR�4WIN65 � SPEGIPIGATIONS. . TON6UE � 6ROOYE DEGKIN6 —————�L J.�_�L I_-—-— - — — — — — — — — — — — — — — — — —�—�_?_�=T J— q. PROPERLY DISP05E OF ALL DEBRIS 1N • � . ' EXI5TIN6, ROOP I AGGORDANGE WITH LOGaL ORDIN,4NGE5 � �LASFf OY�R TOP OF BRAGIGET W/GOPPER, TYP. � TRU55 TO REM�IN � /� RE6ULATIONS. � • ' �'" NEW,STAINED bxl0 DOUG �IR BRAGKET 10. REM01/E � DI5P05E OP P�LL PLOOR FINI5HE5. ' ' ' . ' • EXISTIN6, BATT � ` - �� PREPA�RE EXISTING SUB-FLOOR TO REGEIVE NEW � • � INSULATION - ,AU6MENT � STAINED, 2x2 DOUG �IR TRIM �� PINI5HE5. REPLAGE EXISTING 5UB-PLODR DaMAGED . AS REQUIRED TO � , ' � BY IN5EGT5, W,4'f�R,AND/OR ROT. U ° ' . ' , . '• AGHEIVE R-YALUE, RE: �' — —� IL REMOI/E � D15P05� OP �L.L INTERIOR WALL . ARGH. NOTES Ba5E5 � WOOD TRIM. � � . . NEW, YAPOR 12. REMOV� � RETAIN ALL PLUMBING FIXTURES POR . . . BARRIER T.O. PL?�TE DI5P05AL AT THE OWNER 5 D15GRETION. GAP � n , , . � . ' 840q'-4", V.I.F. �BaNDON �XISTIN6 PIPING a5 REQUIRED. vi 13: REMOYE � RETAIN ALL LI6HTI1�1G PIXTURES �OR . • ' • . . , � N�W, 5/e' 6YP. BD. I II ' , , . . : GEILIhl6 ° � I � ( � ia DI5P05�4L AT THE OWNER'S DISGRETION. REMOYE � I � � NEW, 3-GOAT GEMENT I I DISP05E O� EXI5TIH6 WIRIN6, SWITGHIN6, 4 . � � � � . . ° ° STUGGO W/ INTE6RALLY — — —— - — -- REGEPTaGLES.MaINTAIN �XI5TIN6 J-BOXES FOR . i - -�_=_= � Cl� > . . coLO� e�sror-reRic r � �-u�. , — . . � I I � � PINISH GOA�T I � ( � 14. REMOYE 4 RET,41N �4LL ,4PPLIaNGES �OR n1 L, � / \ � , � � � � I � � � ( DI5P05A�1. aT THE OWNER'S DISGRETION. �1/ . NEW, 2x STAINED � � I I I woOD LINr�.. � I � I I I 0 � � � � � � I I 3 I � I � I I DEi"�OL I T I ON IGEYNOTES: Q .�o � � � � � . . i i � i �., RB.i i � i � i i � � � I � � � � 4 I � � ( 4 L DEMOLISFf d DISPOSE OF PJCISTING PIER INGLUDIN6 r n � 00 BRIGK 1/�NEER, STRUGTUR�L GOLUMN � �� � � . I I �8.� I �r I � � � � �OUNDATIONS. � ^— Q w � � . . . .. . I I � � I � � � 2. DEMOLISH � DISPOSE O� WOOD DEGK, DEGK \ J � \ / • ( � I . I � � � I I �RAMING, 4 6UARDRAILS. � � . o . `NEW, ALUMINWM GLAD =__ � � ( I 3. REMOVE EXISTIf�6 DOOR, FR,4ME, 4 51LL. � Q � • � � � WOOD WINDOW � � 4. REMOYE � DI5P05E OF EXI5TIN6 WINDOW �RAME, � J � ' . , . NEW, �INI5H PLOOR I I � � l � � I ( ( ( I 6LpZIN6, d TRIM. PROTEGT �4LL STAINED 6LA55 IN S- 0 . , RE: RM. PINISH ( I � � _ T.O.�PL?�TE � � � I � � � PLAGE. —� . EL 8403 � I/2 � . . . SGHED. I I I I I ' � � , . I I --- 5. DEMOLISH �XI5TIN6 INT�RIDR PARTITION TO THE — � � ` � � � � � � - - - - - -�� EXTENTS INDIGATED ON THE PLAN INGLUDIN6 ' . • _ , EXI5TIN6 FRAMING U . .. E?C I S T I N 6, I I . . • . I I � n �I N I 5 H�5, F R�I M I N G, # B U I L D I N G S Y S T E M S. � Q� � ' . .. '. . • ' ' ' SUB-�LOOR TO � -' �, � TD REMAIN i 4 6. D E M O L I S H � D I S P 0 5 E O F E X I S T I P l 6 F O U N D�4 T I O N J . , . • REM�IN � � I , . � � � . . . � T.O. SUB=FLOOR —————�—— WALL �ND �OOTIN6. — �. • • -—— ———————————— �.DEMOLISH d DISPOSE OF EXISTIN6 MILLWORK � Q . �XI5TIN6 PLOOR I •EL = 8401'-3","VJ.F. PRAMIN6 TO , INGLUDIN6 SHELVIN6, GP�BINETRY, � YVALL Pf�NELS. � � • REMaIN I 8. REM01/� EXI5TIN6 BRIGK OR 5TONE YEN�ER � I�IEW, 2� STAINED WOOD TRIM J ��,��` PREPARE SHEATHIN6 TO REGEIYE NEW MATERIALS. � • EXISTING BA�TT � 4. DEMOLISH EXI5TIN6 EXTERIOR WALL TQ THE � . � IN5U1.1�TION .- NEW, 5TaINED Ix DOU6 ��/�� ��'�° �n� • / � � " PIR TONGUE � 6ROOYE�. I � a�� �XTENTS INDIGATED ON THE PLAN INGLUDIN6 , 4i . i4 — ———— ——�/\� - — — —'�'�- PRAMIN6, INTERIOR PINISHES; � EXTERIOR 51DIN6. � . J ' / NEW, 5/e° GYP. BD. DOOR � WINDOW ' DE�KIh1G � � � . — ———--———— — — — — — - — _�:,�.:. l SHORE d BR,4GE AS REQUIRED. STRUGTURE IS NOT • FIEADS SFfALL ALI6N, . (— r- �--�--- - - - LATERAI.LY 5T�4BLE WITFfOUT WALL A5 NEW, PINISH �LOOR, ( I � o , NEW, Sx8 WOOD P05T • ', . 1YP.,V.I.P. � , � RE: RM. PINISH I I , • • . • (I III ( I ( I I I � GONSTRUGTED. BR�GING SHALL REMAIN UNTIL NEW SGFfED. NEW, STaINED Ix6 T�6 DEMOLI5H � SHEAR YVALLS ARE INSTALLED � ROOP SHEATFfING , � ��� �� I I 'GL�,4R HEaRT' N�STERN � � I�I I I ( ( I � a i4 ( � � i � / ly2 GYPGRETE � � 3 DI5P05E D� ROOP 15 �,45TENED. / �1�1G?SIN6 WIR580 �B.I � �RED,GED�1R SIDIhl6 . , I I III I I I ( I I I I 01/ER DEGK 10. DEMOLISH �XI5TIN6 FIREPLAGE INGLUDIN6 FLUE, . � i / RADI,4NT FIEAT ( I � NEW,2x WOOD LINTEL �� III � � � � � � g � � PRAMING, � PINI5H�5. SHORE d BRI�GE A5 � , � i � ( I G • �� III I ( I I I � I I REQUIRED. STRUGTURE 15 NOT LATERALLY STABL� � � TREaTED 2x2 WOOD I ( NEW, ALUM NUM LAD � ' � � 51..EEPERS �2 • ' �WDOD WINDOW • (� (�� � I I I I I WITHDUT WALL A5 GONSTRUG'f�D. BRE4GING SHA�LL � � � ( '� � T.O. PL�TE I( III I I I I I ( REMAIN UNTIL NEW SHEaR WALLS ARE INSTALLED � � � • ,. NEW, APA-RATED �8.1 ROOP SHEaTHIN6 15 ��STENED. I I EL - 83q5'-10 3/4° �� I I I I � � II. REM01/E EXI5TIN6 51DING � PREPARE SHEATHING � �LOOR ��TMlt� � � .- ' I I I I I I I � � TO REGEIYE NEW FINI5HE5. R�M01(E � REPLAGE � NEW, T.J.I. - D�PTH • • , I I (II I I I I I � _ _ _ _ _ _ _ _ _ _ _ _ _ � � - = EXI5TIN6 SHEaTHING DAMA6ED BY INSEGTS, WA�T�R, TO MaTGH E?CISTING ( � ( I I I I I I I � AND/OR ROT. , � � � , - 12. REMOI/� EXISTING ROO�IN6 MAT�RIALS � Limits of Use: r�W, 2x wooD -� t�--� (I III I I I I I I 1T TT 1T 1T lT 1T lT j j� �� � � � � � � � � � � � � � � � � � � ( � � � ( � � ( �� ( � I (� ��-�Yh1ENT. PREP�4RE SHEATHIN6 T0 REGEIVE These documents are instruments ofthe BLOGKING —�� ��—�. / I I I II I NEW UNDERLAYMENT � ROO�ING. REMOVE � . , . . . ' , �' �- �' �- , � � � � � � � � � � � � � � � � � ( � � ( �� ( � � (� 2 Architect s professional service,shall remam the EXISTING, WaLL � / � � �r / , I I III � ( REPLAGE EXISTNG SHEATHING DAMA6ED BY � ti 1 =�I , _ �� ( � � � � � � � � � � � � ( � � � � � � ( �� � � � ( INSEGT5, WATER, aND/OR ROT. property of the Architect, and are for the sole 5HEATHIN6 TO �� \ \ 14 (I I I use and benefit of the Owner.They shall not be REM�IN � � a2'-I I/4��� I I III I I I I I �- ll — LL — LL — 11. _ LL — 11 — 1L � �.L J 1_ 13. DEMOLISFf EXISTING ROOFING, UNDERLAYMENT, ' � � � � � � - - - - - - - - - - - - - -� � SHEaTHIN6, 8 ROOP �Rr4MIN6. used by any other person or entity without prior �XISTING, -- — 14. REMOV� EXI5TIN6 FINISHES +E PREP,4RE written consent of the Architect.`Unauthorized � 0 5UB-FLOOR TO .,� � � ( SUBSTRATE TO REGEIVE NEW �INI5HE5. use of these documents, in whole or part,shall REM�IN �' .� 15.DEMOLISH EXI5TIN6 SLAB ON 6RADE TO THE not create a contractual relationship with or � � . � �— — — - - -- — — — — — — —— — — — — — — — - ��� EXTENTS INDIGATED. REMOYE d DI5P05E OP ALL cause of action in favor of any third party EXISTIN6, T.J.L �:'<� ^ � � � DEBRIS. against either the Architect or the Owner. TO REMAIN : .. e- L ., . . (X� I6. GUT � REMOYE EXI5TIN6 RDOF SHE�THIN6 TO „ ��� � � 3al'-11" I� °8 ..� � GREAT� RID6E VENT SP�4GE INDIGATED IN THE Phase: NEW, 5/e 6YP5UM . . . RE: STR�TUR,�. �I � _ YVALLBOARD ; ' .•� �RGHITEGTUR�L. Dt?aWINGS. DO NOT GUT .: �� STRUGTURAL �RAMI1�lG MEMBERS. � 1 1 � . . �� ..a ... Design Development . . . , _.�� �� �� ^.� �a I't. GUT d REMOYE �XISTIN6 ROO� SHEP�THIN6 TO �I � � � �� • �� REGEIYE SKYLI6HT5 INDIGATED IN THE NEW BATT INSULaTION, � � �� � �a O� � . . . I� �:..:... ,4RGHITEGTURaL DR�WIN65. GOORDINATE J � RE: ARGH. NO1'E5 :°�°�� � � '°� �:� � ".��,^• LOGATION WITH THE LOGATION OF EXI5TIN6 �� �� NEW, 2x6 FRAMIN6 2x4 WOOD FURRIN6 :<.4�� NEW, 2x �� :. •.. � �RAMIN6. DO NOT GUT 5TRUGTURAL PRAMING � .� �� PR�55URE-TREaTED MUD �� a . +. MEMBERS. EXI5TIN6, SHEATNING VAPOR BARRIER .��;,.,.< 51LL - A1�lGHOR TO �ND. . , �a. 18. GUT � REMOVE EXISTIN6 ROOF 5HE�THING TO �� TO REMAIN , .� • �. WALL, RE: STR�JGTURAL ...�. . THE EXTENT5 INDIGAT�D TO PREPARE ROOF �OR 03.21.2006 For Permit g�8� �'�M � � b THE GONSTRUGTION OF NEW R�tIGE EAVES. 03A2.2006 Owner Review EXISTING,2x4 WALLBOARD �. .a��� NEW, POUR-IN-PL�G� ' " �'a la. EXI5TIN6 POOTING � FOUNDATION WALL TO , FRAMIN6 TO REMAIN e� ' � . ..y 01.23.2006 Vail Design Review NEW, GONGRETE . ; .� GONGRETE FOUND�4TION . REMAIN. SLAB ON GRaDE ° � - � WALL � �OOTIN6, RE: � � : °�� 20. D�M0�15FI EXI5TIN6 FOUNDATIONS A5 REQUIRED 07.20.2005 Conce tual Review EXI5TIN6, 2x , a . � �.. � P RE: STRUGTURAL a� STRUG7URAL � � TO PREPARE POR NEW GONSTfZUGTION. PURRIN6 STRIPS � I� :a: .�. NO. DATE: DESCRIPTION: GONGRET'�-RATED .. �� :. :. � 21. EXISTING LOaD BEARING WAL.L TO REMAIN. 22. REMOVE EXISTING STRUGTURAL GOLUMN d BEaM. � '� � MANUFAGTRUED � �a: .. Issued for: NEW, g/8' 6YPSUM MOISTURE BARRIER, . a � . . . REPER TO THE ST�IJGTURAL DRAWINGS � Descri tion: WALL BOARD RE: 6�0'I�GH ��. �a . DRAINA6E BOARD � . .�. S P E G I F I G A T I O N S. p � 2 3. M A I N T A I N B E A R I N G G O N D I T I O N P O R E X I 5 T I N 6 N E W, F I N I S H F L O O R N E W, 4° .:. .; 6RAYEL B AG K-P I L L _i .�.�} � � . : ,t � a . , 6LU-LAM BEAM ABOVE. GOMPI�GTED :,. �OR P051TIVE � °•.�. 24. EXI5TIN6 51TE RETAINING WA�LL TO REM,41N. D E M O L I T I O N � N EW 2 SLAB ION GGRAD�� 6RANUL,4R PILL , � ., DRAINA6E T.O. SL�B --J .. .. 25. �XI5TIN6 STRUGTURaL GOLUMN TO REMAIN. . ... ° � �• � 8382'-I I I/2", V.I.P. � .. . :.� , � * 26. EXI5TIN6 GLU-LAM BEAM ABOVE TO REMAIN. WALL S ECTI O N S �W � � � . � � � � � � . � . . � ��.�� � . . . . . . . . .� � � . . � . . . � � .. •'+ . .•., �.. •.. . e .� , ...T..e' '• . � � .•' • ' �'G� ' : . � . . . .y �u�p� �/GTAn��/� ! p�pA� . '.. e . .. .• .. . �. �•�' : . . . . . . . .. � . . . . � � � . . . . . � . . . � � ��.,° .;. �t :° .. , e•� • . . � . �e � • ' . : . . . . 21. 71'lVl`L. E/��✓I�N�7 L� nR/YL 9� I�LI-Lr'1V� � . � . � � � �. � � ���.. , , � ` . �ILT�R PABRIG . .; ° �.. EXI5TIN6 4x4 STRUGTURAL GOLUMN WITH NEYV WOOD , .. , . . . . . . . .' �. .. �a. . . . . . . . . . . . � ! P05T, 1?E: STRUGTUR�L. � .. i 28. DEMOLISH EXI5TIN6 TIMBER RETAINING WALL. ,� . PERIMET�R, 2a. GUT EXISTING 6LU-LAM B�AM �T EXTERIOR Scale: Sheet Na a , PERFORAT�D �' � �. � . �AGE OF WALL � DEMOLISH D�GK. As Noted �OUNDATION DRAIN , ' �_.,�.-�°°-�°�°- Job Number. - N EW E LEVATI O N - N EW WALL S ECTI O N D E M O WALL S ECTI O N �EV�E�v�� ��� A5 . 2 3 ��2�� = ��-0�� �N�T �A� 2 ��2�� _ ��-��� �N�T ��4� � ��2�� _ ��-��� �N�T �f�� 0 4 1 6 .t G�.�� � � �� . . . �.. . . . . . . .. . . � � . � . . . . . . . � � � � . . . . � . k:. . . . . �� , > CC3(.QftADOINSPECTION °� � - '-:.. AGENGY � � �.. ,�._ A� � — r, .; ��,�-----------__-- ----- � ,.. ;:, .:._ ea � . e : : m ; :::::::::::::::::::: � r�e:-t:-� . . ¢ �4 Arch � tectu re ��.o 1457A South Pearl Street Denver, Colorado 80210 -——-—. 303J59.9660 �XISTIN6, LEDGER I I infoC�seangarrett.com , TO REMAIN I I www.seangarrett.com , � Architect/Engineer Stamp: �� I a Q _ _�� F �o � �� �° � , , EXISTING, ROOF—� 5 �Q'� � C��� � NEW RODPIH6, R�: ROOF PLAN O TRIJ55 TO REM,hIN Aq.I NEW ROO�ING, RE: ROOF PLAN � S�AN M. NEW, RODF UhIDERLA�YMENT, RE: ROOP P1..AN q � EXISTIt�IG BATT INSULATION - AU6MENT C'..,ARRETT � Q , NEW ROOF UNDERLAYMENT, 7!� NEW, aPA-R,4TED ROOP SH�ATHI1�lG, Aq.3 (2 A5 REQUIRED TO AGHIEVE R-YALUE, RE: �ROOF PLAN 203263 /� RE: 5TRUGTURAL FOR EXTENTS Aq.3 RE: ARGH PlOTES ( --- — �i Cs NEW YAPOR 5HE,4� THIN6RaTED ROO� C'?� �,�k,� EXISTIN6, 2x6 OUTRI6GER � EAGH (� l B�4RRIER � ���' �� 51flE OF T.11 TO REMAIN � ( NEW, Ix3 WOOD TRIM � EXI5TIN6 RAFTER TD REMRIN T.O. PLATE�_ NEW, BaTT INSULATION, RE: ARGH NOTES � � EL = 840a'-4", V.I.F. /� � � NEW 5 " GYP. BD. GELING � NEW, 3x10 ST�INED NEW, 2x4 SPAG�RS TO MATGH EXI5TIN6 �O � � , /e � � D�J6 FIR PA5GIA —. � 6AP FOR YENT r ^ EXISTIN6,50LID WOOD BLOGKIN6 �q3 � � Ix8 ( ( V ! BE1'M�EN TJI'S TO REM�IN � ( _ � ( NEW,Jx4 STAINED DOUG FIR — C--� ��C�C� — — TOt�l6UE 8 6ROOYE DEGKIN6 n , NEW, Ix3 WOOD TRIM / \ W i OO OQ // \\ NEW,STAINED 2x2 DOUG PIR TRIM U 1V�W, 3x10 STAINED, 0� � ROU6H-SAWN DOU6 FIR FASGIA � � % � �'+ NEW,STAINED 2x YVOOD LINT�L r , �� � / \ � Y.� Ix4 NEW P�L�UMINUM GLAfl n 1 y . . . . � . . . . . . . . . � . I � . .. � T.O. PL,4TE I � ��� � �p � � W O O D W I N D O W W 8 4 0 5'-O 3/4", Y.I.F. I I �q.I � � r�B.) _ NEW, 3-GOAT GEMENT STUGGO � � � � ( �� �� ( l W/ INTE6R�ILLY GOLORED n` � � � I ELASTOMERIG �INISH GOAT ' � VJ NEW, Ix4 5T,hINED DOU6 PIR �C� �----�� Ix4 `n T O N G U E 4 6 R O O V E D E G K I N 6 - � I ' � EXISTING, WIAIflOW FRAMIN6 �+ ' � � ' TO REMAIN � � NEW, STAINED 2x2 DOU6 FIR TRIM �Q OQ Ix4 TYP. � � �� ��O NEW FINI5H FLOOR t�: �' EXISTING, SHE�THING TO REM/�IN Q � NEW, 3-GOAT GEMENT STUGGO W! INTE6R,4LLY , , N � �M, GOLORED EL�45TOMERIG PINI5H GOAT RM. PINISH SGFiED. a!4 WD 51LL ^ ^ NEW, BATT INSULATION, � , ^ �� �� / R.E: ARGH: HOTES n, � T.O. PL,hTE � � � � I , T.O. 5UB-FLOOR � /� W Op EL = 8401'-3" � � �,�� �,� ( � EL = 8401'-3", �l.I.F.� v ! � I � � � EXISTIt�l6 SUB-FLOOR TO REMAIN � EXISTING, 2xb WOOD �MIMG � � w NEW, GOPPER SHEET METAL � � I � Q GL05URE PAIVEL � / \ / \ / \ / \ ( � NEW, Zx DOU6 FIR 'tRIM � 1 3 Q NEYV, 2x �RA�MIN6, RE: STRIJGIUR�4L. / \ / \ � �� �� / \ / \ �- � 1`�W, 5/e' 6YP. BD.GELING �—— ——� �v � � / \ / \ O O / \ / \ � Ixb TYP. � � 4 �XISTING PLOOR � 0 N�W, �LUMINUM GLa17 � � ; � — — � C� -- I I � � Aa.l FRAMIN6 TO REMAIN � J WOOD WINDOW a � � II � � O �� �� � � �� � � �q.3 � � POST-MOUNTED LI6HT AtB.I �� � U / � � � � � i � �b NEW,STAINPD Ixb DOU6 PIR � � . �IXTURE,RP: / � // � � � / \ APJ.rJ' TONGUE E 6R001(� DEGKIN6 J 5 SPEGI�IGATIONS // �� , �� � � — � / � � a �q.2 ALIGN DOOR � WINDOW FfPA175, TYP. � , � / I � \ / _ � � � / � / I I � / ALIGN DODR � � .�—� � / � / � / \ / �—� � � , � � WINDOW H�ADS, TYP. ( � i � i �16x I I � t�w sTAir�� sXs woo� � ` ' � ` - �M , � � NEW, FINISH FLOOR, RE: RM. �INISH SGHED. NEW,50LID WODD DDOR, � ' J GUP�RDR�IL POST C� U � I 2x2 TREATED WOOD SLEEPERS RE: DOOR SGHEDUI..E , � , PAINTED STEEL � � C� � , � � �" GYPGRET'� ENGA51N6 GUARDRAIL FABRIG�4TION �` WIR5B0 RADIANT FIEAT TUBIN6 It� ♦ ^ V I � � �� '' I I r � � .I NEW, APA-R�ITED AS.S , � PLOOR 5HEATHING NEW, GOMP051T� WDOD ^ � NEW,GOMPO511'E WOOD DEGKING � DEGKIN6 - GaP TO DRaIN � I � I I � � � � � I � � T.O. 5UB-FLOOR � �' ;. . .. I , I ' � __ . . . � 8392-1 I/4 , v.l.F. I � � � : �a � I � � �� � � .� • a . a. .�. . . . � . . . . . II� ' ' � . . ., . . � . . ��, . . .����► . . . . . . � . •. a.. a . Q . e . . � . . . - . . � . . . . � . . . . . . � . . . . . � . . . . . . . � � � � � � � ' � • . . . . � . . . � . . � � . � . � . . . . . . . . . � .. .. . . . . . . . . . . � . . . � . . . . . ,. '.e . � � .. � -R-% � —� . � . . '. ' . a� ..a . � � . � . . . � � . . � .� . � � . . I I ` � ..P. . . � � .. ^— . '. '. ' • � . . . :. . , . ..a .de . . TIMBER BEAM, REe � '..� '� .: � ; , . < . .. . �� . . ... . . ., � . ;, . �: : � ' a . . a� � Limits of Use: snzuc�.. AqJ � . .. r�w, r�i�s - ve� � . .. .: . � ' ' '� TO M/�TGH EXISTING : � : :; These documents are instruments of the � � / \ ��°.. • a. �,�.: . :,.' . Architect's professional service,shall �emain the ` // \\ :�< . NEW g/8° GYP. BD. GEILIN6 � ' �' '� : ° �.� property of the Architect,and are for the sole NEW, �4DHERED NATURA�L / \ � ".;.�' a '� ���� use and benefit of the Owner.They shall not be � STONE VENEER 6 � � ` a 2x4 WRRING a , .��. ::.:, used by any other person or entity without prior � � � .� . . Q t�t8.� / \ 'a.', . . . :� ' � . written consent of the Architect. Unauthorized � BATT INSULATION, ` . ��a<°' . use of these documents, in whole orpart,shall C� ' ' �°. �. '' ' NEW, A�LUMINUM-GLAD � / '';'.° . RE: ARGH.NOTES ..a . . .: � not create a contractual relationship with or WOOD WINDOW \ / �.m',:. :, ,a: •,,.•: cause of action in favor of any third party , Q \ / � . � ,., . :.. .a .. against either the Architect or the Owner. YAPOR BARRIER � THIN, N,4TURA�L STONE VENEER ON � / � .a. �� :, �a �° ; STRUGTURAL GONGRETE M�SONRY PIER � � ' °�� ��� NEW, 5/e° GYP. BD. . . • . � � � < Phase: � . � � . . . . . . . . .. . . . � . . � . � � . .. . :;'e y . . . . . . . . .... ''', o�. e ' .�e . � . . . :.d ;. '_ � / . hIEW, FIN15H PLOOR, _� ,:a . a . . . NEW,STONE WINDOW SILL BY ( � .. ... . � � �: RooMF�x��+ �... : . �: .� .;�: r � Design Development �: a � . .. , . . � . � .. � . .. . . � . .. � . . � . � . � . .. . . . . : . .. . . . . . � . . ��. ;', a,.. � � � : . JVT7L1/VL� . . . . � ra .. . . . . � � . YENEER STONE SUPPLIER . . .. :, . . . �� .. . . NEW,WALL SHEATHIN6, RE: STRUGTURAL - � ) .:°.. : . .. O ALI6N W✓ EXISTIN6 SHEATHIN6 BEr'OND � 4 � : 1VPW, GONGRETE � .�:- . . .� Q a ,, SLAB ON 6RADE, � , � � � , � NEW, �LASFfIN6 01/ER EXP05ED �tS.� .: , ; RE: STRUGTURAL , . �.. �. � � � � _ � NEW, POUR-IN-PLAGE GONGRETE � �OUhIDaTION WALL; . ,•�a .� . a I � � T.O. SLAB � . � N � . . , I U . . . .. . •• .. 'o .. • . . . .o. . . . d ' ;. .a•� ': .... .. . a � . . :d . . . . e' . . .s .s • .. .. G .. , .►' . � t... .�.e .. . . . a . ;e �OUNDATION WALL d FOOT � , . . . . . . . . . . 8382-I I I/2 V.I.F. . . . . . . � � � , . • � s . , .:... . . d� • .. , .. � . .. . . . . . . . . . . . , . .. . � � .. . . i . �. a. , .• ' .. .• . . . a; ;. ...`. aa. . � . e � : 0, .� . � ;�d •� e.. '� �� a,. '• � . s: . s • '� �• .A. a•. .�. . . . . . . . 3 OZ Z wner Revie . . �� . .. . •, • v e 6 .. . . • , ... . .�, . .�� .. ., . : . . �. ' , . . �,:.� . . . .. . .. . .; •� . . RE• STRUGTURAL 1 6 or ermit . �. . �.� . �. . �. � .a� � . . . . .. . �..�. . . . . . . . . . . ' •' .' •. . . . • � � �' • .. • e, .. � . . 0�6 � W ' � : . MANUFAGTURED DRAINAGE , ' �� '.•• , •4° BOARD 01.23.2006 Vail Design Review � : ',� : � � . . d� p� . � . . . � . . . . . . , •�;•. ' �°;a ' ' 07.20.2005 Conceptual Review • • .. . . . . . . . . • '•• . ... .. i / n �°•. • , . . � ,.. . NO. DATE: DESCRIPTION: i I � NEW, P�JR-IN-PLA�GE GONGRETE , . . • . : POUNDATI ON WALL � POOTI NG, �, `.� GONGRETE-R,4TED M015TURE � ,:: GONGRETE-RATED ' °���� � r-(— - — — — — —�� �� � � a. . � �� � GRANULAR BAGK-FILL �OR I ssu ed f o r: RE: STRUGTURAL BARRIER, RE: GEOTEGH M015TUR�B,4RRIER, , . • . . . . .e•,. ' . ', � � M�4NUFAGTURED DRAINA6E BOARD '' rt ' �y�� Q,° GOMPAGTED '° RE: GEOT�GH :.a°. P051TIVE DR,41NA6E Description: � — — — — — — - J .: . '�,. 6RAhUJLaR PILL � �°�. � NEW, 4" GOMPAGT�D �'• � PIL'I'�R �,4BRIG ` 6RA1/EL BAGK-PILL FOR P051TI1/E �� n' . ..f : .a'. � 6RANU'LI�R PILL :'. a.- ri :�. DRAINA6E e '.�•'`,. NEW, 2° RI61D �' � , ,a 1 V EW �ILTER FABRIG � , � SPEG FTGATIONS � . : ,�� .` : .. INgU1.�1TIOIN,IRE: �° � � � a � OUNDATT N DR,4 NRp►TED WALL S ECTI O N S g SPEGI�IGATIONS PERIMEI'�R, PERPOR�4TED , �OUND�4TION DRAIN a , , , ' ; , , , � � �. � i, @ �.�.�.�..�� _��.�.. Scale: Sheet No: a �iE������ �� As Noted , Job Number: ���� � � ��� 9 NEW BUILDING SECTION AJ� . 3 � ����� _ ��-o�� U��T ��� 0416 : COLOR�tDO {NSP�GTIO�� _ ��ENGY .�'. � , .:< , C��NER�4L 1�EMOL I T I ON NOTES: :::::;« : . ;.;. :;: :. . . I. TFl15 PLAN DOES NOTJMPLY ANY 5EQUENGE TO :::� �.il.� _ � «:;<;.;.::<;<::<::.. :<::«<;;>:.>:»: ,:;«� . THE ORDER O� DEMOLITION. MEaNS,METHODS, : " ""::�<� E ........ THE SEQUENGE OF DEMOLITION 15 THE 50L , ING a � �..:� I���.�.� RE5PON51BILITY OF THE GONTR�GTOR PER�ORM � : :.:>:>::<:: �> >; ;:: THIS WORK. >:: _ :> , 2. YERI�`f THE LOGaTION OF UTILITI�S PRIOR TO ' a Arch � tectu re B�61NNIhl6 THE WORK. PROT�GT AND/OR RELOGAT� -- UITILITI�S A5 NEGE55ARY TO �4GGOMODATE r - - -I DEMOLITION ,4ND/OR NEW GON5TRUGTION. I r- r �- -r -i- � � � 3. THI5 PLAN MAY NOT REPR�SENT ALL ITEMS TO 1457A South Pearl Street iI I I I I I � � � BE DEMOLISHED. THE GONITAGTOR SHA�LL YERI�Y Denver, Colorado 80210 � � � � ( � ( � � ALL EXI5TIN6 GONDITIONS, DISGREPANGIES, � ALL . • NEW, ROOPIN6, RE: RUOP PLAN � ( ( � ( � � � � OTHER I'TEMS TO BE DEMOLISHED f'RIOR TO 303.759.9660 • � ' � I I I I I I I I I DENlOLITION. infoQseangarrett.com . . � I � � � � � � 4. RETaIN ALL EXISTIN6 PIXTURES, PITTIN65, � www.seangarrett.com NEW, ROOP UNDERLaYM�NT, 2 � I I I HARDWARE POR REUSE, 5TORAGE, OR DI5P05AL AT �_� . . �: FzoO� P�x — I I I I I ' • � �Cf � � � � � THE PROPERTY OWNER'S DISGRETION. Architect/Engineer Stamp: � NEW, APf4-RATED ROOF SHEATHIN6, I I I I i I � � 5. RETAIN ALL REMOYED DOORS � DOOR 6 ��- • . RE: STRUGTURAL �OR �X'T�NTS -1 ._. I ( I I I ( HARDWARE POR 5TORAGE OR DISP05aL AT THE \ � �-J� I I I I ( I PROPERTY OWNER'S DISGRETION. ----- � NEW, Ix3 INOOD TRIM - � � I I I I I � �-_- 6. ALL. EXI5TIN6 GON5TRUGTION T0 REMAIN 5Ff,4Ll. � �� , ` NEW, 2x TREATED WOOD � ( ( I n � BE GOVERED 8 PROTEGTED �46AIN5T DAMAG� �� `� � BLOGKS � I6° O.G. - � I � I I I I I DURIN6 DEMOLITION � NEW GONSTRUGTIO� � ��'� �� 'i. THE GONTRAGTOR SHALL VERIFY, P�1T H, � C �� T.O_PL�4TE �t � I I I ( I I LEYEL THE EXI5TIN6 FLOOR AT THE LOGATION OP � SEAN IVIe � EL - YARIES � � I I I I I I DEMOLISHED PARTITIONS FOR PROPER , �� � ( � INSTA�LLATION OF NEW PaRTITIDN5, FINISH �k GARRET� NEW STAINED DOUG PIR — � I I I I � � MATERIALS, APPLIANGES, d �IXTURES. ���� �` �_� , � I I I I I I �'`.� c� ��� 3x10 TIMBER _ � -- � � I I ( � I ( � I) �� 8. THE GONTRAGTOR SFfALL BE RE5PON51BLE FOR � � NEW, Ix4 STAINED DOUG FIR � � I I I I I I � � O II MODB IGG4TION5�T0 THEI EXI5TIN6 GONS HTRUGTION ��i�' �',°��� �� �� TON6UE � 6ROOVE DPGKING -�� 6 ( � I ( I I I � � �I I� THREA�TEN TO GOMPR,OMISE THE IN'f�6RITY OF THE �'D A� -� � Ci-- �tq.� � � I ( I I I I I �� II STRUGTURE. BRING DUBIOUS GONDITIONS TO THE • , NEW, STAIW�D 2x2 DOUG �IR TRIM - - � I I ( I I � I I �) I I ATTENTION OF THE ARGHITEGT PRIDR TO �`�� � � I I �) II PROG�DIN6 WITH THE WORK. REFER TO THE �----_1��l � : -- STRUGTURr4L DRA�WIN65 d SPEGIFIGATIONS. �t� � ' � � � � � � � � � �� �� q. PROPERLY DI5P05E OP ALL DEBRIS IN �� � I � I I I ( I I I ( �� �� �GGORD�NGE WITH LOGAL OR171NANGES � -�J �� • NEW 3-GOA�T GEMENT STUGGO � I I �� II RE6ULATIONS: � � ' W/ INTEGRALLY GOLORED � - ; , ( I I I I I I I I I) �) 10. R�MOYE d DISPOSE OF ALL PLOOR PINI5HE5. � ELASTOMERIG FINISH GO�►T , ( PREPARE EXI5TIN6 5UB-PLOOR TO REGEII/E NEW � �> C . �-- I I I I I I I �INI5HE5. REPL�4G� EXISTIN6 SUB-FLOOR D�1MA6ED e �- . . . � I I I I I I INIINIINI BY Iws�GTS, wAr�R, At,tv/OR RoT. C� . NEW, APA-R,4TED SHEATHIH6, � ���_� . . . RE: STWJGTURAL hlOTE5 I I I I I I I I. REMOVE � DISP05E OF �4LL INTERIOR WaLL � ' • � • . , � � � 11�" RI61D INSULATION BA5E5 � WOOD TRIM. � , -- � I I I I I I ( I I) II 12. REM01/� � RET,41N ,41.L PLUMBING FIXTUR�S �OR < � I � DISP05AL AT T1� OWNER'5 D15GR�TION. GAP � � �"`�� 2x2 WOOD FURRING � Ib" O.G. � - -- Q' I � I � ( I I � I �� II ABANDON EXI5TIN6 PIPIN6 A5 REQUIRED. �------_J�1 ' VERTIGALLY - �ASTEN THRU t �8.2 I I ( I I I � I II II 13. REMOVE � RETAIN ALL LI6HTIt�l6 PIXTURES �OR � � EXI5TIN6 5HEaTFfll�l6 TD � � � � � � I I ( � I �� I) DI5P05AL AT THE OWNER'S DISGR�TION. REMOVE � � ��� . EXISTING STUD PRAMING I r= - ' . . , . • � I I I I I I I I �� I I r DISPOSE O� EXISTING WIRIN6, SWITGHIN6, 8 • — � ��� ' ' I I REGEPTP�GLES. MAINTAIN EXISTIN6 J-BOXES �OR ' ' EXI5TIN6, WALL SHEATHING _ / � ( � � 4 ( ( I �� I I ��I R E-U S E. X 5 I� A . � . . V � �---� _-_'� N E W, 5 T a I 1 J�D 2 x W O O D L I N T E L �� C I I ( i i i i � II �II 1 4.R E M O V� � R�T/�IN ALL APPLI�INGES POR n � L � , ' I I II II II DI5P05a1,. AT THE OWNER'S DISGRETION. v� ` O . � �� � � i i i i i i i i �� ii �ii � '� �` � � �.�, ---- �=�� i i � � II II II II D�MOLItION K�1'NOt�3: �O � . , � T.O. PL�a-r� ---����� � � I I I I I I I I I �I I O � � y � _ , . EL = 8401'-3" �� I � I �� � ( • " / - � � I I I I I I � I II II �I I. 'DEMOLISFf d DISPOSE OF EXI5TI1�lG PIER INGLUDING � � � � , . ' ' NEW, GOPPER SHEET METAL ( � I I I I I I I BRIGK VENEER,STRUGTURAL GO1..UMN � • — � GLOSU� PAxeL , � � I I I I I I I I II I I �IL_ �ou►�va�TlOt�. O , • . �- I- _ 2. DEMOLISH � DI5P05E OF WOOD DEGK, DEGK �i � � � • . i I I I q I I �RP�MING, d GUARDRAIL5. � a 3 � I � ( M��N 3. REMOVE EXI5TIH6 DOOR, FRAME, � 51LL. � � - // � NEW, 2x12 WOOD FRAMING, I 4. REMOYE � D15P05E OF �XISTIN6 WINDOW �RAME, � : ���� . �: S�uG-rut� '"— I I I I I I �= O �� � �8.2 � � � � � � ( II� 6 L A Z I N 6, # T R I M. P R O'f E G T A I..L S T A I N E D 6 L�4 5 5 I N � � � . . . t�w, �.u r�l t y u N t G�.av _ � I I I I II I PLAGe. M � . WOOD WINDOW I I I I I I ( I I 5. DEMOLI5H EXI5TING INIERIOR PARTITION TO THE � W Q -----. � . Ci� i I I ( I ( I I I II I I ��� EXTENTS INDIGATED ON THE PLAN INGLUDIN6 U l�} _ �-- ( � � ( 4 � � ( � �) �� (�� �I N I 5 H E 5, F R a M I N 6, � B U I L D I N 6 5 Y 5 T E M 5. � � . _ `� . � � , I I ( I) 6. DEMOLISH � DISP05E D� EXI5TIh16 POUNDATION J �� 5 �\ �t � I I I I I I I I I I I� w,v��. Ar� �OOTIN6. — �q.2 � ` , I ( ( I I � I I I II II I '1. DEMOLISH � DISP05E OF EXI5TIN6 MILLWORK Q j �� ^--, �-�' , � I ( �� II ��( INGLUDIN6 5H�LYIN6, G,4BINETRY, � WALL P�4NE1,.5. � . �� . , . � � � I I I I I I I � ( II I I �(( 8. REMOYE EXISTING BRIGK OR STON� 1/�NEER � � — I = / _ / z ( � I I 4 I I I I II II I(( PREPARE SHEATHIN6 TO REGEII/E NEW MATERIal.S. � � PIEW, STAINED � � I�� �� �" I I I I II a. DEMOL15Ff EXI5TIN6 EXTERIOR WPJ..L TO THE �J � � - - - - - - - � ( EXTENT5 INDIG,4TED ON TFiE PLAN INGLUDIN6 M . � 8x8WOOD ( � — � — - - -- - - - - - - - I I I I I , 6UARDRAIL P05T (� ( —� � � � II� — FRAMIN6, INTERIOR �INI5HE5, 8 EXT�RIOR SIDIN6. ` ' , � � � `��� ✓ � ` — — — — — — — ( ( � ( ( � ( �r — SHORE � BRAGE A�5 REQUIRED. 5TRUGTURE 15 NOT � � c� �_�� I �� fT � fT- IT IT IT �1 I � � � �� �� � I I I I I I I I I I I� La-r�RaU.Y ST,aaLe Wlr�our wa�.. �5 n1 � I -_._-� --�-�=7 �I I� I I I I I I I I I I I I I I I I I I I I I I � �I II� GONSrRUG-r�v. B�clx6 �+,�..�. r�Malx uHTIL NEW W _ �- � �- �� � I I� I I I I I I I I I I I I I I I I I I I I I � �I ��� � ��R w�.s A� �xsr�ev � aoo� s�+�Ar��N6 � � � � �I I I I I I I I I I I I I I I I I ,�_ 15 F,�S�x�D. � NEW, PAINTED � � �� � �t � I I�, _ LL - LL -LL _ LL - LL _ LL - 11 � I I I ( ( I � - IO. DEMOLISH EXISTIN6 �IREPLAGE INGLUDING FLUE, STEEL � � /_-\ �-� , ( Q� I I I I I ( I �RAMIN6, � PINI5HE5. SFfORE � BRAGE ,45 � 6UARDRJ�IL � �5.2 - - -- -- - - - - - - - - I I ( ( ( I REQUIRED. STRUGTURE IS NOT LA'T�RALLY ST�BL� � = P�4BRIGATION � _, � WITHOUT WALL A5 GONSTRUGTED. BRAGIN6 SHA�LL � � � �C_-� T.O. SUB-FLODR � -- REMAIN UNTIL NEW 5HE�1R WALLS ARE INSTALL�D � . � � o � � 839�'-I I/4", V.I.P. � uN� - - - - - - - ROOF SHE,4THIN6 IS FAST�NED. O l �- - �- - -- - 7 T -I" -1 -I- � T II. R�M01(� EXISTIN6 SIDIH6 � PR�P�IRE SHEATHIN6 � a .___ � � , - � I X I I I I I ( I I TO REGEIVE NEW PINISHES. REMOVE � REPLAGE -� � � NEW, TREATED 2x LEDGER, Ci� J I I I I I I I �� EXI5TIN6 SHEpTHINb DAMA6ED BY IN5EGT5,WP�TER, � � RE: SrRUGTURAL. I ��`.��� I I I I ( I I �� Atyv/OR RoT. � NEW, ADI-IERED THIN-STONE / - � , ��� ��� � � � � ( � � �� 12. REMOVE EXI5TIN6 ROO�IN6 M,4TERII�L.S � Limits of Use: ! (� � V�NE�R 1 �t=_._� (I �`�� ��� � � ( � � � � �� UNDERLAYMENT. PREP?�RE SHEA�THIN6 TO REGEIVE These documents are instruments of the , NEW, GOMP051TE � ` �q.� �� � � �� NEW UNDERLAYMENT +E ROOPIN6. REMOVE � Architect's professional service,shall remain the � � � I ( I I I I I � REPLAGE �XISTNG 5H�ATFfIN6 DAMaGED BY WOOD DEGKIN6 - EXI5TIN6, WALL SHEATHIN6 ��� � `� property of the Architect,and are for the sole �� I I I I I IN5EGT5, WATER, AND/OR ROT. 6AP TO DRi41N � e use and benefit of the Owner.They shall not be � � — �_ / � ��I (�� ( I I I I I �� 13. D�MOLISH EXISTIN6 ROOPIN6, UND�RLaYMENT, n � �� SFIEATHING, +E ROOP PRi4MIN6. used by any other person or entity without prior , ��� �`-_.�J� ��� — �- ��� (� � � � � � � � written consent of the Architect. Unauthorized O O C� �'— ��� ��� � � I � ( ( � �� 14.'REMOI(E EXI5TIN6 PINISHES � PREP�hR� use of these documents, in whole or part,shall , � � 1 EXISTING BATT INSUL�TIDN ` �� 5UB5TRATE TD REGEIVE NEW �INI5HE5. � � �—J� ' �`�� ��� REMOYE +� � ( ( ( � � � � not create a contractual relationship with or , � � � � � � 15. D�MOLISH EXI5TIN6 SLA�B ON 6RaDE TO THE --__ --.-_ � C�� DISP05E OF �� � � > � / �� EXISTING, WALL FINISH ��( ��� � ( ( � � EXTENTS INDIGATED. REMOYE � DI5P05E OP ALL cause of action in favor of any third party � -�-- �� `�� � � RIGID INSULATION �` a ainst eitherthe Architect orthe Owner. � � / ��� �� � I I I I I fl�RlS. g '`�'� � - � ��( ��� ( � � ( I I � � I6. GUT � REMOVE EXI5TING ROOP SHEaTHIN6 TO — — t� �--_./ � �) � � �� GRE�T� RID6E 1/�NT SP�GE INDIGATED IN THE Phase: , � �t � �� ( I I I I I I ARGHII'�GTURAL DR,4WIN65. DO NOT GUT � �---, ��i i�� i i i i i i i ��,, S,RU�,v�. ��M�N6 �►�s. Des i n Deve l ot^�m e nt � � �� ' -�� �) � � � � � � ( ( �`�l F EATHIN6 TO g I" / �� � I �� 1 7. G U T � R E M O Y� E X I 5 T I N 6 R O O 5 H � � -�. �_ � � ��I I�� ( I I I I I ( REGEIYE SKYLI6HT5 INDIGATED IN THE ��� �--��C � _ — ��I I � I I I I I I I �� a�zc�+ire�� vRawir�s. cooRVit�re EXI5TIN6, POUNDATION WALL �._-� �- � Fl.A�SFf OVER EXP05ED ARE,4 — � ��I I�� I I I ( I I ( �� LOGATION WITH THE LOGaTION OF EXISTIN6 PRAMIN6. DO NOT GUT 5TR,IJGTURa1. FRA�MIN6 - T.O. SL,� ��� ��� I I I I I I I ` M��. 8382'-II I/2° V.LF. C�� .� . ,� : ,.. . . 6 ��I I�� � I I I I I I � • � �e .: b.. . . 6 I&. GUT � REMOVE PJCISTING ROOF SNEaTHIN6 TO , ` . .►. ' '' �) �� ':':�. . . THE EXTENTS INDIGA7�D TO PREPaRE ROOF �OR 03.21.2006 For Permit �. �.. • ' THE GONSTRUGTION OF NEW RAIGE EAVE5. 03.02.2006 Owner Review : : � �.� . � � � ._s D s.' •s:sp s ►;' la. EXISTING FOOTING � �OUNDE4TION Wf4L.L TO 01.23.2006 Vail Design Review � e� . � REMAIN. � . �, � ,� �.' >.� � ,' . .• . . ��r�.� . 20. DEMOLISH �XI5TIN6 �OUNDATIONS A5 REQUIRED 07.20.2005 Conceptual Review � . . . . � . . � . . . . .. . . . . s .. � . . . � . . . .. . . / � .', .e : : � .�. . � �.�; .� TO PREPARE POR NEW GON5TRUGTION. ,. '.�. : ;,� . . . . •' � 21. EXISTIN6 LOAD BEARIhIb WaLL TO REM�IN. NO. DATE: DESCRIPTION: . . . . . . . . . � . � . . . � . . . . . . . . �� e, e . . e. � . . . ' °. . . . . . . .. � . . � . .. . .. >. : .. ..> . , 22. REMOVE EXI5TIN6 STRUGTURAL GOLUMN � BEAM. � . ,. . .��. �� p�CC pT �p��/.�y�p/�� p/�'ul� k Issued for: . . . . . . . . . . . ' •� � ..� � �� e:. ° � . � � IV�I LI` 10 � SI IrIL�V I VIV1L �IY\I'�1♦� 4 � . :. ..,: . � a . � Descri tion: � ,�.�: �. � . . , , , . . ; . ' SPEGIPIGaTIONS. P � �� �� �� �� ' 23. MAINT,41N BEARIN6 GONDITION POR EXISTIN6 . > , . . . . .. . . . � . . � . .. � . . � . . .. . . . . � � . . A. � . . e 4' s . � . . �D. . . �� � � .. . � . . . . � � . . . .. . . . . .•. .s �.s� � , \ � '. . . � . � � . . . . 2 T.O. EXIST FOOTING �' :� - ,� . p� � ... ;� 6LU-LAM BEAM ABOVE. `/ C � � . 24. ex�5T�N6 s�,� �T�,�N�H6 w�..� To �+a�x. D E M 0 L I T I O N & N EW .. . .. . . . . . . . . . . °. .....• p . ►s. , s� � � � . . . �L � Y.�.I . � . .. .• .e • . . . A5.4 � , � . ° ��... . .: � ��, �; ' 25. EXI5TIN6 STRUGTURAL GOLUMN TO REMAIN. ' : ° :.� :, 26. EXISTING 6LU-LAM BE�M P�BOVE TO REMAIN. WALL S ECTI O N S ' _ �, � , . � � i 2'1. SHORE EXISTIN6 LOFT' ABOVE d REPL�4GE ' , i EXI5TIN6 4x4 STRUGTURAL GOLUMN WITH NEW WOOD . i , i i � P05T, P.E: STRUGTURAL. , 28. DEMOLISH EXISTING TIMBER (?�TAININ6 WA�LL. Scale: Sheet No: a 2a. GUT EXI5TIN6 6LU-LAM BEAM AT EXTERIOR As Noted d �AG� OP WALL d DEMOLISH DEGK. �����VV�i�J �� Job Number: a N EW ELEVATION N EW WALL SECTION DEMO WALL SECTION � A5 . 4 3 ��Z�� _ ��-��� �N�T �B� 2 ��2�� - (�-��� �N�T �B� ' � ��2�� _ ��-��� �N�T �8� f� ��� � � �� 41 6 ., : �. �, ', ':>,. CC3LORADCIINSPE��lOi� �:;" AGENCY ' i ,._�T�. - ,, .�, �,., � ;°` ..:: S�, 4�-b° C�ENER�L DEMOLITION NOT�S: ::>::<:;::< � i° Qa . ;:: :. L THIS PL.,4N DOES NOT IMPLY ANY SEQUENGE TO �i C�t:� :. -°� ::;;.. :;«««::»>::: THE ORDER OF D�MOLITION. MEaNS, METFfODS, � " � < :: .,.,,.: :.:<:::;:; . , ` _ _ °><:< :<::<� - �` ''�" O ITI N IS THE 501.E :.; :«::. >::: ::«>;;;;;;::;:.;;;:.;;:. � o o TNE SEQU�NGE OP DEM L O , � � ' ' :.>: ::<:><:::<::::::::;>::>::>:: , m - - , — — �>: , RESPONSIBILITY O� THE GONTRAGTOR PERPORMING .:� 1 ��:,,4,� � ', THIS WORK. :: .:, , 2. YERIPY' THE LOGA�TION OF UTILITIES PRIOR TD • � Arch itectu re n BE6INNING TFIE WORK. PROTEGT AND/OR RELOGAT� UITILITIES A5 NEGE55ARY TO AGGOMODAT'� DEMOLITION aND/OR NEW GONSTRUGTION. 1457A South Pearl Street . 3. THIS PLAN MAY NOT REPRESENT ALL ITEMS TO BE DEMOLISHED. THE GONTRAGTOR 5HALL V�RIPY Denver, Colorado 80210 _ ALL EXI5TIN6 GONDITION5, DISGREP,4NGIE5, � �..t- 303.759.9fi60 ,,,� � � , OTH�R ITEMS TO BE DEMOLISHED 1'RIOR TO m ,n m� D�NfOLiTION. infoC�seangarrett.com �' m 4. RET�IN aLL EXI5TIN6 �IXTURES, FITTIN65, � www.seangarrett.com HARDW,4RE POR REUSE, STOR,46E, OR DI5P05AL AT ' THE PROPERTY OWNER'S DISGRETION. Architect/Engineer Stamp: , 5. RETAIN ALL REMOVED DODRS � DOOR HARDWARE POR STORAGE OR DISP05AL AT THE " p PROPERTY OWNER'S DISGRETION. b. �41..1. EXI5TIN6 GONSTRUGTION TO REMAIN SHA�L.L ����� � = BE GOVERED � PROTEGTED AGAIN5T DAMA6E f� _ DURIN6 DEMOLITION � NEW GONSTRUGTION. � ��2' �` 'i. 1"FI� GONTRAGTOR SH,4LL 1/ERIFY, P?�TGH, � � � L�L THE EXI5TIN6 PLOOR AT THE LOGaTION OP SE4N IVI. DEMOLISHED P�RTITION5 �OR PROPER' � GARRETT � -���� 3�_���� 6„ INSTALLATIDN OP NEW PARTITION5, �INISH' 203263 /� FRONT ��� 51D� 2�� , . � • ' , � � � � � � ` ` \ \ MATERIALS, APPLIANGES, � PIX?URES. ,`"'�,, � . 5 �' � � � � � � 8. THE GONTRA�GTOR 5Ffr4L.L BE RESPON5IBLE POR �� �Cc� . . . � � � � �. \ � � THE BLOGKIN6 � BRAGIN6 OP WALLS WHERE /1j� �� ' /�tQ.� . . . �. � B RAC K ET D ETA I L � 1 � �� � ~ MODI�IGATIONS TO THE EXI5TIN6 GONSTRUGTION �� ARG . � � � , • • � � .� � � is � � ` � � ` � � THREATEN TO GOMPROMISE THE IN'fE6RITY OF THE /� EXISTING, RC�OF , �� 3/4" = I'-O° UNIT 'A' B,�LGONY TRU55 TO REMAIN -———-- NEV�I, WE5TERN RED GEDAR. . �' � � �' � �� � ~ �. '� � STRIJG7URE. BRIN6 DI�IOUS GONDITION5 TO T'HE ' � . SHAKE ROOFII�IG ' � � � �� � � �. � ` '� � �' �� � �� ;.. � aTTENTION OF THE ARGHITEGT PRIOR TO //f/� �, � � - GUT EXISTIhl6 TRU55 � .� � PR.OG�DING WITH THE WORK. REFER TO THE V �" � ( EXI5TIH6, ROOP 5HEr4THIHG TO REMaIN � � � EXI5TIN6, BATT . . . � �'O�DIMENSION ��, � ,` � STRUGTURP�L DRAWIN65 � SPEGIPIGATIONS. INSULATION - �U6MENT ' T.O. PL�4TE . � -- � � �. ,` �' � � `` � . � �' �. ~ �' �, ' �. a. PROPERLY DI5P05E OP ALL DEBRIS IN' A5 REQUIRED TO � • � �� ' � � �� ~' � � ' � � � � ,� �GGORDANGE WITH LOGAL ORDIt�I�NGES � 840q-4 , V.I.P. i ( , . �'� � �. '� � �' � � � `, `I RE6ULATIONS. � �GHIEVE R-VALUE, RE: � N�W, Ix3 STAINED WOOD TRIM • . i4 � �. �' � � �' � �� �` �. � 10. REMOYE � DISPOSE OF ALL �LOOR PINI5HE5. , . • � o • � o 0 0 ' ARGH NOTE° �� _ . . • � ,,, .� _ \ � ,, ` ` � � ,., � � �.. �� � , NEW,3x10 5TAINED,ROU6H-SAWN'WOOD PASGIA � \ .\ � � � I PREPARE EXI5TIN6 5UB-PLOOR TO REGEIYE NEW � W�W g/° GYFSUM � • NEW, Ix4 STAINED DOUG FIR TON6UE � GROOVE D�GKIN6 � � �� � � � �` �_ � � '~ � ~ �. �� � � PINI5HE5. REPLAG� EXISTING SUB-�LOOR DAM�I6ED r � . � / \ � 8 �' � �. � �� � �. � v • � WALLBOARC � ^' � \ � �. � �- � � � �` �. � � � � � � � �YREMOVE � DISP05� O�AL�T�RIOR WALL � / NEW, 3-G0,4T GEMENT STUGGO W/ INTE6RALLY �I � � � � � � � � � �' � � � �� �� � .� � BASES � WOOD TRIM. / \ GOLORED,ELA5TOMERIG PINISH GOAT �I I � � , EXI5TIN6, WOOD ' ' . • • . . • � � � l`' �. � ��� � `� � � ~ � � � �� � � �- � � � .� ( 12. REM01/E � RETAIN aLL PLUMBING �IXTURES �OR . �� . . • / � �RAMING TO REMAIN ID NEW,ST�4INED 2x WDOD LINTEL • (� r ~ � � ,, � ,` � �� � �` �� '�- � DI5P05AL AT THE OWNER'S D15GRETION. GAP � � . II I f� ~ � � ~ � � ~ ` � ``� `� �. �� 1 XI TIN6 PIPIN6 A5 REQUIRED. �' . / \ �5.5 . • � � � � ABANDON � 5 . . NEW, ALUMINUM-GLA37 WOOD DOOR . � � � � ,. � , � � �. \ � � � � �► , . . I� � � ' � �. �_ ,.,; � � 13. REMOYE � RETAIN ALL LI6HTIN6 �IXTURES POR � // , . / \ • o ' _ II � I , � � ` � � , �� �. � ~ � � � � .� � � ` � � ~ �� DI5P05AL ,4T THE OWNER'S DISGR�TION. REMOVE 8 • ' . , � � "_ ^ �I � r � �^ ~� � � � � �. � � ,, �� \ � � � �� � DISPOSE OP EXI5TIN6 WIRIN6, SWITGHIN6, � • — � � � � � � ' ' � � �NEW,STAINED 8x8 � � • �� � � � g � � �' � ~ � � ., �' � � �, '�� � REGEPTaGL�S. MAINTaIN EXI5TIN6 J-BOXES �OR �/'� > / � � 6UARDtFAIL P05T ' � � �. � � � � � �' � � � ~ ��' -� �\ ` �. � � RE-USE. v � � _ • I � '� �' � , � �� -� � � , � 14. REMOV� � RETP�IN ALL aPP1.lAtyG�S POR n 1 L � o I : . � • ! I� � � �' �. � '� � � �'' �,. � ,, � � � � \' � � '� � �I DI5P05AL AT THE OWNER'S DISGRETION. � � Q � NEW, PAINTED STEEL ( ( � � �. � � � � ` , � ` �. � � I Q I� � � ( 6UARDRAIL PABRIG,4TION I r \` � r .� ' ,' ,, � � � , � � � � �� �� � w � � � � � g ( I � . i � I� � � � �, `\ � � � � '' � � � � � � � � � � � t�EMOLITfON KEYNOt�g: O �o � � � . • . �� � � �, � III � � � � ` � � � \ ' ' ��.�J' � � 5 � � � , � � � � _ �I I I� � � � � � � '`� � � � L DEMOLISFf d DISPOSE OF EXISTING PIER INGLUDIN6 � , ' , � . �� � � �' �� � � ` � � '`' �. � � �. . � � , �. I BRIGK 1/�NEER, STRUGTURAL GOLUMN � � � ; � . � Aq.2 . . � � �I I�` � � � � ; � � ` � � � ' � �OUNDaTIONS. ^ O y . NEW, PINISFi PLOOR, I , I � • � • . Oi4 (I � � � � ` � � � � � � � � � �'' �. � � � \ �' ,�` \ � � � 2. DEMOLISFf � DI5P05E OP WOOD DEGK, DEGK �.L 0 . i I � � � � RE• RODM ANISH � � T.O. 5UB-FLOOR . _—LI � � � � ` .�� _ � y ° ° � SGHEDULE . � � � � � � PRP�MING, � GU�IRDRP�ILS. � � � • • 8401'-3", Y.I.F. • � � � � � '' � � 3. REMOYE EXI5TIH6 DOOR, �RAME, � 51LL. � ° ° �XI5TIN6, FLOOR � � . : � � �Nu � `� ,, � � \ '` � � �' '. � �` � � 4. REMOY� � DISPOSE OP �XI5TIN6 WINDOW FRAME, � �,:� • GONSTRUGTIDN TO —— . � GLaZING, � TRIM. PROTEGT ALL 5TAINED 6LA�55 IN � � REMAIN ' ———- --1 NEW,GOMP051TE WOOD -— — — -�— —� � � � � �' � � � � � D�GKIN6 =6AP TO DRAIN —— � � � �. � �� �� �� �� 1 \ � � \ `' -r ` � �� ,, � '� � � � � PL/�GE. � , . . • ' . � 5. DEMOLISH EXI5TIN6 INTERIOR P,4RTITION TO THE � Q NEW Ix WOO� TRIM � • � � ~ � \ `� � ~ ~ � ' NEW,STA�INED DOl1G.PIR ��' � u � � � � I'� _` � � . � � � `� ,,, EXTENTS INDIGATED ON THE PLAN INGLUDIN6 � � U , � , A� ,, � � '� � .� `� � '� � I FINI5HE5, FR,4MIN6, � BUILDIN6 SYSTEMS. BRAGKET ' � . , � � � � : 3 � � • � , . . 5 � � � � � � \��. �I ( � � � � � � � �' � � '" � ` � � �^ I 6. DEMOLISH � DISP05E OF EXI5TING POUNDATION _I � •. NEW, 2x DEGK FRAMIN6, • � � WALL AND POOTIN6. — . . `� � Q /i �� . A8.1 , � . • . � RE: 5'i'RtJG'fURE1L , . ��.2 I � � � ,. �� � � ~�' ,� �` � �� � �` '� � � � � � � `� �. � � � "t. DEMOLISH � DI5P05E OF EXISTING MILLWORK . • ' ,/ � ��i, , ,——— -^ I I�II� � � � � � �� �� I F` � � � � � � � � ^' � � � ~� � � INGLUDIN6 SHELYIN6, GABINETRY, � WALL PANELS. � � • / , �� � I �XI5TIN6, WALL � . � � �IIII � � � � \ � �`� �) I, � '� � � � � .� � � � 8. REM01/� EXISTING BRIGK OR STONE VEPIEER 4 . I StfEATHIN6 TO REMAIN , . � • � J � � I III��) �� � � -� � � �) � � .� '� � \ �, � � � � � �� PREPARE SHEATHIH6 TO REGEIVE NEW MATERIAL5. � • � � � � ( EXISTIN6 EXTERIDR WaL.L TO TFfE � ' � / � � � . . NEW, aLUMINUM-GLAD I I � I III�II � � � � ,.,� � � � '` � �,� � � � � ` � . 4. DEMOLISH ' . o �\ � o WOOD WINDOW , I II �� � .� � � '�� I I' �. �' � � �� �`' � � ~� � `�I �XTENTS INDIGATED ON TH� PL.AN INGLUDIN6 M , / • • �S.I I I . . � ( � I�II��I � � -, � �. � � � �. � � � \� �RAMIN6, INTERIOR PINI5HE5, � EXTERIOR SIDIN6. � ' f � / � . o / � o • � � . STONE W�4TERT,4BLE ( � I II � I � � � � � �' � �'. � � � SHORE 4 BRAGE ,45 REQUIRED. 5T'RIJGTURE 15 NOT . � ' . . ' . f BY STONE SUPPLiER � I ������� I, \ s� \ � \ \� � I � � \ � � � � \ � � ��� � � � � � L�TERf4LLY STA�BLE WITHOUT WaL.L ,45 nl . W . . —�——— —-r—— . . \ ( � I IIII�� ( �. I I � `� .� -� �, ., GONSTRUGTED. BRAGIN6 5HALL REMAIN UNTIL NEW . . . . � � � � � � � � �I SHE�R WALLS ARE IN5T�ILL�D d ROOP 5HEa'MIN6 (� ' , � P05T-MOUNTED � � �(��� � � � �' � ` �� ( ( � �� ` � � � ~� � � `� � � � `� Z 15 PA5T'ENED. � r� LIGHT FIXTURE,RE: I I � I III�II r �`` � � � �� � I� � ^` � � � `� �, � 10.D�MOLISH EXISTING �IREPLAGE INGLUDIN6 FLUE, t ' SPEGIPIGATIONS :o I (���� �~ ,' � � � � � � �. � � � � -� � �.5 � � � I � �� � � 1` '� � �I I I� I �R,4MIN6, � FINI5HE5. SFfORE 4 BRAG� A5 . � � REQUIRED. STWJGTURE IS NOT LATERALLY ST?�BL.E STONEPIERGAP � `n I IIIII� �� � � `� � � �' �. \� �I I � � � � � `\ `'_ . � � � � � �� , � WITHOUT WALL A5 GONSTRUGTED. BRAGIN6 SHALL � II � �7 • � • � • . ( � ����i�� � � � -; �: I I� � � �.. � '~ ,.. �' �.� I I I�\ �� �I REMA�IN UNTIL NEW SHEA�R WALLS ARE INST,4LL�D � , � � r�w V�° �rnc� � Aq.l . . . � �n�w, avt�e�fl I I I II I r� � �. � `' � �I �� � � � � � � , � ENGa51N6 WR5B0 �'q.� . . NA'NRAL THIN-STONE _ i4 I(� � `' � '� � � �� � �' � �'' � `� � �'' � � I ROOF 5HE,4THIN6 J5�ASTENED. � RADIaNT HEAT ' � � � � � � � �` �' �: � � � � � � �., � II. REM01/E EXISTING SIDIN6 � PREPARE SHEATHIN6 � TUBIN6 . . C � I .., 1� � � -� � I `' � '� � �'' �. � �� y TO REGEIVE NEW PINI5HE5. REMOYE � REPLAGE ° ° I T.O. SUB-FLOOR � I � � ,, �XISTIN6 SHEATHING DAMA6ED BY IN5EGT5, lNaTER, AND/OR ROT. 0 o NEW, 2x2 WOOD � � 8392'-I I/4", Y.I.P. I � �Xu 51.��PERS — __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � 12.REMOYEEXISTIN6ROOFIN6MATERIALS � LimitsofUse: - � � UNDERLAYMENT. PREP�IRE 5FIEATFfIN6 TO REGEIYE These documents are instruments of the �) E?CI5TIN6, PLOOR ^ NEW, 3x DEGK FRrAMIN6, RE: STRUGTURAL - —' i �X( NEW UNDERL�4YMENT � ROOPIN6. REMOVE � � � � SHEATHIN6 TO 1 � i4 �i 8 REPLAGE EXISTNG SHEATHIN6 DI�IMEIGED BY Architect's professional service,shall remain the � �J � EXISTIN6, PLOOR �MIN6 TO R�MAIN � � s -�j� Property of the Architect,and are for the sole (� REMAIN � I � � P'�� '" ? IN5EGT5, WI�T�R, AND/OR ROT. , ��--�-�---__J Q �� �� � NEW,GOPPER FLASHING � �i use and benefit of the Owner.They shall not be ,�� (�i� 13. DEMOLISH EXISTING ROOFING, UNDERL.AYM�NT, used by any other person or entity without prior � �3 OYER STONE VENEER G�� (�� SHEATHIN6, � ROOF �RAMIN6. � REMOI/� � DISPOSE OP � written consent of the Architect. Unauthorized � RI61D INSULATION 14. REMOYE �XI5TIN6 �INI5HE5 � PREPaR� 1��.5 EXI5TIN6, WALL SHEATHIN6 TO REM�41N �,�� ��� (�,� use of these documents, in whole or part,shall , � � � c _ �� IIIIIIII � r 5UB5TRATE TO REGEII/E NEW FINI5HE5. � not create a contractual relationship with or �XI5TIN6, YVOOD �MIN6 TO REMAIN,Y.LF. �I--� _ �-- ��� (�� 15. DEMOLI5F4 EXISTING SLAB ON 6RADE TO THE ���� ���� � C� � `�J 1 �������� I � (� EXTENTS JNDIGATED. REM01/� +� DI5P05E OP ,4LL cause of action in favor of anythird party � `� �—J � � �� �� against either the Architect or the Owner. O(-1 O � O � NEW, ALUMINUM-GL.AD WOOD DOOR J�� C— IIIIIIII �����I (�� DEBRIS. �—�� � � �� '�' � ��\ — I��II��I � ��� ��� I6. GUT � REM01/E EXISTING ROOF SH�A�THIN6 TO �� � C� NEW, THIN, NE4TURAL STONE ---�- '� Phase: � � � o YEN�R ON STRUGTURAL ��f�' IIIIIIII � ��I I�� GREATE RID6E DNRAWIN65. DOI NOT GUT THE � — uiiiiii i g � i i�i ARGHITEGTURAL ��[� � � � � GONGRETE Ma50NRY PIER � � STRUGTURAL i=RAMll�l6 MEMB�RS. �eS I n D eve I o I�Y12 Clt , �`--' � � ��_ �������� ��) ��� I"t. GUT � REMOVE �XI5TIN6 ROOP SHEAT H I N 6 TO � � `__-� � o o / � �! � IIIIIIII � ��� (�� REGEIYE SKYLI6HT5 INDIGATED IN THE o � IIIIIIII � �� � �4RGHITEGTURAL DR,4WIN65. GOORDINATE _ � � z / IIIIIIII � ��I I�� LOGATIDN WITFf THE LOG�TION OF �XI5TIN6 � � / `—� �( �_-.�\� I��II��I � ��I I G� PRE4MIN6. DO HOT GUT 5TWJGTURAL FR,4MIN6 � G� i� MEMBERS. ���C� C��C� /� C� iJ�W, FINI5H FLOOR, __ �8.5 � -1 ���II��� � GG�� I� 18. GUT � REMOVE EXI5TIN6 ROOF SHEATHIN6 TO � � � � S�G.HEROD O� �INISH �, � �✓"�—J �������) � � � 03.2L2006 For Permit Y� I I� THE EXTENTS IN371G�TED TO PREPA�RE RODP FOR Q Q / Q `fl ( � NEW,GOPPER �L�5HIH6 OY�R C�_. I i� � ', �� C� � �XP05ED �OUNDATION � �\ �������� �'�� ��G TN� GONSTRUGTIOK O� NEW R�KE EAYES. 03.02.2006 Owner Review � EXISTING, GONGR�TE � � �` �� }}�,�" O14 � � � ( IG� la.�XI5TIN6 POOTING � FOUNDRTION W�L.L TO , C� <� � � � � i� N 01.23.2006 Vail Design Review , SL�B TO REMAIN T.O. SLAB — _1 i a REMAI . , . ... .. � �� � � � , � � �� EMOLI5H �XISTING POUND�TIONS a5 REQUIRED` 07.20.2005 . � ? 20. D Conce tual Review , .a. -. . � .. .; 8382-II I/2 , Y.I.F. e:� Q� i�I (� TO PREPARE POR NEW GON5TRUGTIDN. p .a:e. � ' NO. DATE: DESCRIPTION: ' �•� 21. �XISTIN6 LOAD B��RIN6 YVAL.L TO REMAIN. � . • ':.,�. a: a' , .. ��'. �� 22. REMOVE EXI5TIN6 STRUG'NRAL GOLUMN � BEAM. , ,. . .':�.: .. .a :a� .� Issued for: � .. . � � . . . .'..a REPER TO THE STR.UGTURAL DR�4WIN65 � � I �� . . � SPEGIFIGATIONS. Description: .a.,. �- � � � � - , , .. : .: . � ' . .,�� 23. MAINTAIN B�RING GONDITION POR �XI5TIN6 . . . . . . . . . . . . e' � . . . . • . . � ' ' . . . � . . . � � . �Y . . . . . .,:�� . � I � . I . . . . . � .. . . . . . . . . � . 2 EXI5TIN6, POUNDTION 8 : . � a,, �,� �,,a .<� GLU-LAM BEAM ABOVE. � � �� FOOTING TO REMAIN �- — — — — — J . .�.��. ia b .� .:,. �.�.. °.'a�.;°. 24. EXISTIN6 SIT� RETaININ6 WALL TO REMAIN. D E M O LITI O N & N EW A5.2 .•n �� � � . ', ': ; ..'.'. ' ' : 25. EXI5TIN6 5TRUGTURAL GOLUMN TO REMAIN. � �.. � °� � ��" �`� � � 26. EXISTING 6LU-�M �AM �o,r� To r�r,,a�N. WALL S ECTI O N S � � �. . . . �.�� L - - - - - - --► . . . . �. : .. , . 4 �e� :. ��� '�� � 2't. SHORE EXISTING LOFT ABOVE � REPLAGE . . � . . . � . . . . . e .. . . . . . . . . ' . ° ° .e•. .: ..'.d' . . . . . . T.O. EXIST �OOTING ' ` � .4 �— —. EXISTING 4x4 STRUGTURAL GOLUNM WITH NEW WOOD �� � '�. ., ., a �a . . � P05T, RE: 5'T'RUGTURAL. . . . .• . a ..:a. .:.:.� .. . � , EL = Y.I.P. .. :... . .. ' .. � � . . �.. .. � � 28. D�MOLISH EXI5TIN6 TIMBER RETAINING WALL. Scale: Sheet No: . . . . . . . �,a . . . . . . � � . � � � . � . � � . � . . � � � . � . � . � .. � . . . � . � � . � a.�. .Ga . . . . . � � . . . . . � . . . . � . . . . . .. . . . . . a . . . . . . .. . . . . � . . . , d � � . � . . . � . . ♦.: a' . . °. . v . . . . �. a � .. ,: . . . 2q. GUT EXI5TIN6 GLU-LAM BEAM AT EXTERIOR . .. . . . ,� � :: � As Noted F�hGE OF WaLL d DENfOL15H DEGK. . . . . `�� ' T �����Y il� �� Job Number. g N EW ELEVATION N EW WALL SECTION DEMO WALL SECTION AJ� . J� � I/�° = I'-O�� UNIT ',4' BALGONY � I/2" = I'-O° UNIT ',4' B,�LGONY , � I/2° = I'-0° UNIT 'l�.' B?.LGONY f �6�� � � � 0416 h: :;, , ;;�_-, GOLORADOINSPECTlQI� ;-;; AGENCY ;:. , . :> � . p ea � :::: :: � �'` . .: ::::::::: :::: NEW, GOPPER SHEET METAL �F � � 1 ��,�.� ;: . :::. � —� :::......... ..::: :;: GHIMNEY SFfROUD - DO NOT A5.6 _ «:<::»;:. VDID MANUF. U.L.-RATIN6 FOR • � �� Arch � tecture 0 VERTIGAL TERMINATION �------ --- - � GAP -`TGVT.a365 �,_o,� 1457A South Pearl Street I Denver, Colorado 80210 I I � � 303.759.9660 � l � infoC�seangarrett.com �XTRUDPD POLYSTYRENE — — www.seangarrett.com INSU1./�TION — — � � �� � Architect/Engineer Stamp: I I ' EP5 PROPIL.E GOPPER GHIMNEY GAP � � PL�5HIN6 - SLOPE TO ° 5 J PERIMET�R � 12" PER FOOT F �'rO - � �� /' � /' ,h5.6 -- - - �.4;,{t, tl �� �_-_ ---� \ � --�� \ TE6RALLY GOLOF�D � , �� �—�- �� , `��.�:;, � ��'`F' ELASTOMERIG FINISFf GOAT �Q'� . . . . . � . � . . . � . ��aa. . . . . . . . .. . . � . �,, . . � . � . . � . � � ' � � �--._ .. --_ . � . � . � � .. . . . � . . . . . . .. . � . . .. � � �. � a�'" �,,wa;�Yy F� . � . . . . � . . . . . . °iJ . � . . � �.��.��..•• EAI�I NIe � �„. . 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ROOF J015T RE: � � STIYGO SGR,4TGH � BROWN GOA�TS ---- � ----- � �� �1 � �� ' �XPANDED METAL LATH ' . . STRUGIURAL � , � / � �_ BUILDIN6 PAPER = � -� � _-� GEILING �INISFf, RE: ROOM �� �� � ��� U � \ � � \ � \ Ys APp-RAT�D 5HEATHIN6 � W �--- �_c---_ �-� �C�--.-� �ixis�+ sc�vuLe -1 � �� ` , t� -- ---`, � -- . WODD FRE4MIN6 �-�1 �-�_) � �--�'� • ��.y� �'� ��--� . • , ROOF SUPPORT BRaGIG�T - NOTE5: �-----=\' �`---" \� � � L�� ---.__ � m �� � /���--- �_----- ���-r- TGVT.q3a15 -�t�.��\ �� � I. THE MAXIMUM THIGKNE55 OF FOAM PL,h5TIG INSULaTION�1LLONl�D BY GODE 15 \ YENT PIPE, II° OD. TYPIGALLY 4". --r., r— � - ---., �`- . � ��� ' ��� . 2. Ih�STaLL EP5 SFfAP�S OVER SGR�TGH G4AT U51N6 MANJ�AGTURER'S ADFI�5IYE. � � /'��--�� � � I �_`'� I o r++� -�� � � -��- /� � ,� ���.� /� � 3. GOYER TfiE SHAPES WITH BASE GO�T � REINPORGING MESH LAf'PING ONT --__ C \ . � � ��—� � � -, . � ' FAGE OF THE 5TUGG0 l� MIN. OF ?Yz'. �—J , /� ) � � , BATT INSULaTION, RE: 4. EXP05ED SURPAGES MUST H�4YE �4 MINII�JM SLOPE OP ':2 (2'i°). _ v , � � . . --�—` �----�� . aRGHITEGTURAL HOTES 5. PRO�/IDE FLEXYL � MESH ON UPPER SURPAGES OP �P5��A7URE5 PR�JEGTIN6 n1 � L ���,/ . --- � �_ . . ° THE A5E GOAT � 5TUGG0 C �� W' , � � MORE TFfAN 2 FROM THE STUGGO SURFAGE LAPPING OYQZ B �—\� , ��-—��—.��� ��C—�� TO PROVIDE A WEATHER TIGHT SEAL. � � � � � - � -� � ���I�� • . I� � '-- i��� 6. Ai'PLY PRIMER OYER ?J..L SURPA�GE5 TO PhZ�OVIDE 1�4 UNIFORM GOLOR BAS� POR � . � � � � ��� �� � THE PINISH. �`— � �`'_ �. �\ �� � ' . � \ �� � � /--� ------ �-----� � � < \�- � � \� 2x4 WOOD �RAMIN6 \ � _�i �, ^ � � ' . �' �' �� AP,�-,�,�fl �-��►� C H I M N EY CA P D ETA I L - � ,-- - .� �-- � , . _ � , _ � o ,� � . . � ��--� 5 �, � C�-�, � � (� NO SGALE J� � � J� � � � � �� --__ ------_ � � �� � • • �� � �� � g/e GEM�NT SGRATGH GOAT 45.00° \ �� / \ � . , � �\ � )/�� _ ����� � Q � `� — 1 /� 2� ��� . � J . _ / ,�_ � / g/8' MORTAR S�TTIN6 BED � . • . , �� � ..TM� \ \�- �--y \� � �. - 3'_O�� �—�� !�.�-�\ �� !�.�-�\ � � ' � °° O `J � � STOi�YENEER� �° 2'-2° 5° . � . l/� '� � ` J�� � , . � � �� � � �'�_ �� � � � �� , � � � � ` U : \�� � . , �� r-- `�� / ��� DUROGK / � -J � . GONGRET� BOARD 10° °� z � � --�., Q i . ` � I�� '. � " -�� � " m � 4 - _ � � � � � �� � . � � ��_�__________� � �� � � � � �- -___,. � � _ � � � ; ��---_ � . . I� � � ��---, _ _ � � _ o p� � . . _�1 �_�� . . o v � � � � � � ' C \ - - � . � . � � --�, �--y � _-�, � ' - -_� o � � � ��...� . , t�.� \ �---��C � � MANUPAGTURED, �� TOP — � _ � � � • . �1' r— �` � 6,45-BURNIN6, TONW � p �� „ STANDOF�S � � ' � � n 1 � ��� � l� , �� GOUNTRY TG42 SERIES B - W , `�� �� --� -- ��� — \ �� ��� `____ � 2" � � STEEL ' �� �— `� MODUL,4R DIREGT YENT I-O ---- �� ' . �IR�PLaGE - INSTALL IN n — FRAMIN6 ''-6" �7 ��—�'\ �� � . • � � AGGORDaNGE W/ _ � �� �_ �� �� � --`"' �- ' ��� �� � MANUPAGTUER'S m REQUIR�D , 5 4 8 5 � � �---- �---._J � SPEGIPIGATIONS IN THIS � / -�. / / /� --� /� � AREA �' � � �� � �' � �' � _ I NTERIOR ELEVATION � � , � � \� ,� ,� ,� � ,� � � �� �� �� ��--,- U �� �� / RAISED STONE HFr4RTFf = I6 Z alLC � - I/�" = I'-D�� UINT 'fi�' • --� � � ---� � .q- � d. �----\ � \` I � \ (_.�. \ ��t_____��\. ��( � _ -� '�ta.0 d � � Lj — � � � � � �- �J �— FINISH FLOOR,RE: �INISH = N � o _ y�� _ � C�'� (�', �LOOR �AH � � � � N OT U S E D � „ ; 2 U� 6YPGRE'T� �NGA51N6 i _ , WIR5B0 RADIaNT FIEAT p Limits of Use: TUBIN6 .� These documents are instrume�ts of the / � � / \ r FLOOR SH�,4THIN6, RE: � a5.� Architect's professional service,shall remain the ; � � [� � � � j-� � � STRUGTURaL T.O. 5UB-FLOOR property of the Architect, and are for the sole ��\ �'1� � �' � � EL = 83�f2'-I I/4° ►n use and benefit of the Owner.They shall not be � � �� ) � � used by any other person or entity without prior — �----- —'`�-` �---� �LOOR J015T, RE: _ ,_ „ written consent of the Architect. Unauthorized � / � / � � , o � =�� � � �� ��� STRUGTURAL '� - ADHER�D NA�TUR,4L use of these documents, in whole or part,shall \ � \ � t_�. \ ��(�,�-�\ STOPI� 1/�NEER ate a contractual relationshi with or � �- �� _`' �- h J p � �' � � � 5/e' 6YP5UM WALLBOARD, ' _ _ = not cre . �� � I �� , �� F?E: ROOM �IKISH O ry O NEW 2xb WDOD cause of action in favor of any third party �\ � _ ��� ��\ ��` �� �� ��\ �� ��\ � SGHEDULE FOR FINISH � _� � �RAMING against either the Architect or the Owner. �� � �---- � �� -_--- `� � cv cv m y-�-�. � VAPOR BARRIER ' � Phase: MANUF�GTURER'S PLUE N T� P � ' �. � � _ T.O. FND. W,4LL INSTALL �IREPLA�GE d FLUE IN _ I� � � � �� � � � EL = 838'1'-4 V�° � .�. ;� : . _ IiEADER ABOVE, RE: AGGORDP�NGE NV THP 0 � � ' � -� � � � ��----� � �� , . ... ,a4. = s,r�,�,v�. MA�u��,c,v�R� m Des i g n Deve l o p m e nt � ��� � �� � � � � � � � .° . :�b 2,_2,� � SPEGIFIGATIONS. DO NOTYOID � -,� � � �� � �� ��� �°: a � / � � �--- � � �--�- � � � i5 . .�: . �-. MaNUP�tGTURER'S U.L.-RATING . , � ��� ��� 8 . . . \ � . \ � . . . \ . \ --� � � � \ �. � .. . . . . . . . . � � � . . . � - . � ae• � ' • . .� 1.0 . � �'-0°.. . . : . . . � �_✓.� . — _ — _ — _ — � . . , � . . . �\\ I � \\� . . I . � � \ � ���. \ �. . . . . . � � . . . � °�` . . . . .� . . . . . . . . . .. � . . . . . � . . � `c-� . � �`s-� � � . . . . . _ — — � . . . . ..' � — — �— . . . � .�– ... . .� . . � � . . � � . . � .,'. � ' _ ����1 �� �l ��--J �� "_. � � � � �� _ 03.21.2006 For Permit �\ � _ .�l� ,�f\ � �` �� �\ � . ( � °� ;- ( _ M,4NUPf1GTURED, � �+ `� � � �_ � -_-- ° s� ' .�. a = 6A5-BURNII�l6, TOWN � �-- _� 03.02.2006 Owner Review � �INISFf FLOOR, RE: FINISH �� � � �.. , GOUNTRY TG42 SERIES B �LOOR PL�N T.O. 5L�4B .a�'.: �.� ' 01.23.2006 Vail Desi n Review � � L = 8382'-II I/2° .�•. . _ � �REPl..AGE IREGT 1/�NT 9 / � GOi�IGRETP SLAB ON ' _. : O iv O _ 07.20.2005 Conceptual Review 6RP�DE, RE: STRUGTURAL �.a. � . . . < . . . �a ;' �. a N cv m ` O , , , BA�TT INSULTION, RE. ,— NO. DATE: DESCRIPTION: � �. ,� �.. �: ;• ' � � •• ' : . ,.. , . . : .: . . . . � . aRGH. NOTES = GO1�lGRETE-RAT�D •a • . ° _ � �SSU2Cl fOC. M0151URE BaRRIER .a a.�� �.� . ' - = ADHER�D NA'NRAL :: � .a �. 5TONE 1/EN�ER �_ �� Description: GOMPAGTED . . �� �� 3 �� •�•. ������ 4'-8° � ; 6w��u�R �i�� : aa. ,.��.•�:� C„ �„ ��5ro►v� ��-8�„ U I\I I T 'A' F I R E P LAC E . .. . .. . .. . . . . . . . . . a . d, . . . � . �� ✓ ��_/n �.. � � . . . . . . . . . . . . POUR-IN-PLAGE : ., : .� � � GONGREI'� �OUNDATION :: .�. �° �� �/ ��r DRAWINGS WALL � �OOTI N6, RE: T.O. NEW FOOT I NG �.. •� ,.a �' ��t!��1f�� �� y 5TRUG�IJRAL EL = 83?a'-5 I/2�� .. . . . :, . :,. .�.. �:°; .. ... . t . .. . ., SHROUD NOTE: ' Y . . . . . . . .. . .. . .. . .. . � . . � � � .. � . � � � . � . � . � . . . o � a . .,.� � �.�.d.. :� . ' °,a . e .. a. �.,', � . . . . . � . . . . . � �.� � �� � . . da�R^! .. q� '` C��. . . . t ° ° � � ��,��� Scale: Sheet No: :�.: .�,�. �, ...,.,. � :. : .a.,�.°y.°. ,° .a�.. ,�.: ..a I. FABRIGATOR SHALL PROYIDE SHOP DWG5. A5.6 ,45.6 As Noted 2. VERI�Y IN �IELD DIMEN510NS OF �XISTIN6 . � GHIMNEYS PRIDR TD PABRIGATIDN. ;, COLOfiADO ff�SPECTla�3 Job Number: AGENGY � N RTH EAST E LEVATI N TH EA T T1 N H I M N EY H R DS MAI N LEVE L P LA _ A5 . 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Unauthorized ❑� REGE55ED ADJUSTABLE FIXTURE use of these documents, in whole or part,shall � UNDER-GA�BINET PUGK �IXTURE ' not create a contractual relationship with or cause of action in favor of any third party � UNDER-G�IBINET STRIP , against either the Architect or the Owner. FLOURESGENT PIXTURE I Phase: C7 �7 LIGHT TRAGK � SL1L ,-�K-MOUr�,-�n F�x,vr�s D es i g n D eve l o p m e nt , LOW VOLTa6E, OP�N-GONDUGTOR, � MONORAIL 5Y5TEM W/ AD.uSTABL� FIXTURE5 LOW VOLTA6E, OP�N-GONDUGTOR ' � DUAL-G,�BLE SUSP�N510N SYSTEM W/ AD.iJST�BLE PIXTURES 03.21.2006 For Permit 03.02.2006 Owner Review � AflJUSTABLE SPOT OR �LOOD . . . FIXIIJRE ' RGF' LIC�HtING�a, POt�UER. � TEL�GOMMUNIG�4TION NOT�S: 01.23.2006 va�� �eS�gn Re��eW O� PENDf1NT MOUN'I�D PIXTURE � 07.20.2005 Conceptual Review I. /�LL INDIGATIONS OF POY�R, LIGHTIN6, 8 TELEGOMMUNIGATION ARE SGHEMATIG 4 , fi OUTDOOR, REGE55ED, ESTABLISH TFl� OWNER'S DE51GN INTENT OFILY. ALL ELEGTRIGAL 5Y5TEM5 5HA�LL NO. DATE: DESCRIPTION: , '+' WftiLL-MOUNTED PIXTURE BE DE51GW8UILD BY THE GON1'RAGTOR. (ssued for: SD SMOKEDETEGTOR 2. ?�GTUAL PIXTURES 4 aPPLI�NGES SHALL B� OWN�R SPEGI�IED. Description: A O GAR80N MONOXIDE DETEGTOR I , 3. BATH 4 LAUNDRY ROOMS SHALL BE MEGHANIGALLY VENTILaT�D DIREGTLY LOW E R L EV E L � FR.OM THE OUT5IDE 8 aT A Rl�'f� OF PIV� (5) AIR GHA�N6E5 PPR HOUR � THREE (3) �Eer�r�oM n�.t. o�r�iN�s. R E F L ECTE D C E I LI N G � GEILIN6 F?�N W/INTEGRAL L16HT FIXIURE UNIT 'B' UNIT '�4' 4. R��ER TO THE INTERIOR ELEVATIONS TO GOORDINA'T� LOGATIONS OP P L A N , REGEPTAGLE5 IN MILLWORK. m_ GARA6� DOOR OPENER YV/ 5. GOORDIN�4TE THE LOGP�TION OF ALL PLOOR REGEPTAGLES YV/ THE OW1J�R'S Scale: Sheet No: INTE6RAL LI6NT PIXTURE s FURNITURE PL,4N. As Noted : ° Q EXHAUST �AN, GEILIN6 MOUNT�D U.O.N. � 6. GOORDINATE NUMB�R � LOGATIONS OP REGEPTAG E51!`�T� R����a��A4.T � EXHAU5T �AN, WALL MOUNTED U.O.N. Job Number. �.' 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B,4TH d L,,4UN�RY ROOMS SHALL BE MEGH,4NIGALLY YENTILATED DIREGTLY 1457A South Pearl Street FROM THE OUTSIDE � AT A RA'TF OP �11/E 15) AIR GHAN6E5 PER HOUR � THREE (3) Denver, Colorado $0210 PEET FROM ALL OPENINGS. 303J59.9660 4. REFER TO THE INTERIOR ELEVaTIONS TO GOORDINAT� LOGATIONS OF infoQseangarrett.com REGEPTA�GLE5 IN MILLWORK. www.seangarrett.com � ' 5. GOQRDINAT� THE LOGf4TION OP ALL FLOOR REG�PTAGLES W/ THE OWNER'S Architect/Engineer Stamp: Q � � FURNIIUR� PLA�N. ° b. GOORDihla'f� hdJMBER � LOGATIONS OF REGEPT?�GLES W/ THE R�QUIREMENTS LL OF OWNER-SP�GIPI�D APPLIANG�S. �F Q`oQe� . �.��� �� i � � ����. � �c GARRE'f'6" 203263 � C�� �� F�s�� ARG��� I y : �i'�l � G�/%l,�/ O r - - � � --- I � Cj) - - - - - - - - - - - - Q� U � � � q � � � J � 4� I � I � _ � I �� � > I � -- �- . _ � � � � i � 0 � � i � �.r, i � i . � � 4 � i � � � a � . — � � p � � � L � Q � - - -- � m o � � � � . 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Unauthorized WP LI6HT FIXTURE use of these documents,in whole or part,shall ' � ❑O REGE55ED AD.�JSTABL� FIXIURE not create a contractual relationship with or , cause of action in favor of any third party f UNDER-GABINET PUGK �IXTIJRE against either the Architect or the Owner. � �..—� UNDER-G,4BINET STRIP Phase: FLOURESGENT �IXTURE I u6Hr,,�cK � Design Development � TRAGK-MOUNTED PIXTURE5 , LOW YOLTA6E, OPEN-GONDUGTOR, ' — — � �- MONORAIL SYSTEM W/ADJUSTABLE PIXTURE5 I LOW VOLTA6E, OPEN-GONDUGTOR 03.21.2006 For Permit � DUAI.-GaB1.E 5U5PEN510N 5Y5T�M � W/AU.IJSTABI.E FIXTURES 03.02.2006 Owner Review , 01.23.2006 Vail Design Review � ,� At7JU5TABLE SPOT OR �LODD ( I FIXTURE 07.20.2005 Conceptual Review O PEND�4NT MOUNT�D PIXTURE NO. DATE: DESCRIPTION: , o � Issued for: , � OUT]�OOR, REGE55�D, WALL-MOUNTED FIXTURE Description: . , sD sMO� o�cror� MAI N LEVE L , ' `. Do ca�or�MoNOxioe �cTOR . 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LI6HT FIXTURE , Q EXHAUST PAN,GEILING MOUNTED U.O.N. , I � EXHAUST FAN,WALL MOUNTED U.O.N. 03.21.2006 For Permit , 03.02.2006 Owner Review , 01.23.2006 " Vail Design Review RGP LfC�HTINC� POUJER � TELEGOMMUNIG�TfON NOtEB: o�.2ozoos con�eptUai Re��eW L A�LL I1�lDIGATIONS OP POWER, LIGHTING, � T�1.EGOMNNNIGATION E1RE SGHEMATIG � NO. DATE: DESCRIPTION: � ESTABLISH THE OWNER'S D�51GN INTENT ONLY. I�LL ELEGTRIGAI. SYST�MS SFfA�I.L Issued for: BE DE5IGWBUILD BY THE GONTR,4GTOR. , , Description: 2. AGTUAL FIXTURES � APPLIANGES SFfALL BE OWNER SPEGFIED. UPPER LEVEL 3. BATH � LAUNDRY ROOMS 5H,4L.L B� MEGHANIGALLY YENTILATED DIREGTLY �ROM TH� OUT5IDE 8 AT A RATE OF PIYE (5) A�IR GH�N6E5 PER HOUR d THREE (3) R E F L E CT E D � � ��ET �ROM ALL OF'ENIN65. CEI LI NG PLAN . 4. REI�R TO THP INTERIOR EI..EYftiTIONS TO GOORDINaTE LOGATIONS OF UNIT 'H' UNIT '�4' GEPTAGLES IN MILLWORK. ti ' fIEV���U ED �� r� GOORDINATE THE LOGATION OP ALL FLOOR REGEPTAGL�S W/ THE OWNER'S Scale: Sheet No: As Noted RNI'TURE PLAN. 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DOWN OVER TYYEK � 5 �� � �� � �� � �� _ _ I'i I LOEWEN GAI O60�I R I-I I/e 2-I I?i(b 2-O�/e 3-0gi(e 3.34 15.'f5 30.5✓ 4.1'I 3.5'7 3 / a8.1 2 /A8J I /A8J , 17A I LOEWEN GAI ObO�t L I'-I15/a° 2'-1I�i(e' 2'-O�/e' 3'-Ogi(e° 3.34 15.�5 30.55 4.17 3.57 3 / A8.1 2 /A8.1 I /A8J - - 18 I LOEYVEN GAI 0812 L 2�_.iys° 3'-II�a' 2'-$►'4' 4'-O° b.a5 23.62 42.36 8.10 "126 3 / ,A8.1 2 /�48J I /�48.1 - - 4D r /� 3G � Iq 3 VELUX P5 106 I�_��� 3'-IOg/8' I'-�° 3'-107/e" NA tJ� NA� N�4 Na 'i / a8.1 8 /A8J "I /,48.1 NA - v � 20 6 LOEYVEN - 4�_�Il(e 2�-�° 4'-1I��i�° 2'-f�'a" RE: MANU�P�GTURER RE: MANUPAGTURER 3 /A8.1 2 AS.I q /ASJ - - � ,;;;;; O A8.1 3� �; 21 4 LOEWEN P51 '15"15 2�„��� 2�_��� 2'-f�a' 2'-Ea�'a" NA Nl� NA NA 4.83 3 A8.1 2 A8.1 II A8J r , , �`:_,: 4 a8.2 2 a8.2 A8.2 _ _ v ` � - '" :._::- 22 I LOEWEN P51 0606 I'-115/a" I'-IIS/�' 2'-O�/e' 2'-0�/e" NA NA NA� NA 2.q1 3 / ,48.1 2 / ,48.1 I / A8J ° 3D ,.,,:_ .'" "� _-- -� _ ,',; �-- -' '� �:``:=:� 4B 23 I PIITSBURGH - 24" 24° Z4y�� 24Y° NA NP� N�4 NA� N,4 I6 /A8.1 15 / A8.1 14 / A8J - - � a i �� ;.,�. 4, 4 ��"� GORNIN6 � � :: _.... , 3B , � ` ::"°::::�: ��::::.� � ��..._... 4 :::_.:...- ��:::=�: , ...._... , � ��� ,. WINDOW NOTES: -r��- � i � // .�• � , , :��=�` • :��� / I 'THE 6ENE NTRA T RAL GO G OR 5Ff VERI�Y' UANTITIES. °-`� ALL ALL Q ' ^ .�r° - 2. �LL WINDOWS SHAa.L BE LOEWEN ALUMINUM GLAD WOOD WINDOWS. v ! � . . , . A . . �=��� . - ,.• . _ � €;;; �:.�"::: 3. ALL WINDOWS SHALL BE PROYIDED WITH NAILIN6 FINS. n ' // :�:�:��:�: � .: �: • / 4. �LL OPERaBL� WINDOWS 5HALL HANE INTEGRaL WINDOW SGREENS BY THE MANUFAGTURER. VJ -:_;:;::�' :`:�.� i�,, R.O. = 2'-0��� R.O. = 4'-II��� 3A ' � :�• � ' - ,,.,,-;�;;;;:;; 5. RE�R TO TIiE SPEGIFIGATIONS FOR RELATFD REQUIREMENTS A�GTIN6 WINDOWS. I`� , .;:;3;.,.. �� _ ��;E,� ¢ � n _ i n � ::=:i:�:�::;;:;:. ���:�: .•�:, : :,;:;;:��.. 6. PROYIDE O IN - � �� I..(� ... . .. .��;:.,:,,;.�;.,. �� - :ti:3-�-;;,:; : �� BLOGKIN6 A5 REQUIR�D 50 THAT NEW WINDOWS �IT INTO EXISTING P�N G5. I-Ii� R.O. - 2 6� F.S. = 4-II� � :'s'�� €:;;;:t;s;:: � �=�i�;;:�1: �_'�'�` - . ,:;�;:,.• ��:�;-;-: ; ..�,�=--- "t. NA - NOT APPL IGABLE `� i �3; , , �i: , . . :�:i;::; _1€;;=;`;'•;i.'=` u n _ _ . .,. , � � R.o. - 2�-0�„ �.s. _ 2,_���� �Q �Q r- ::�: : ..,. , .::..:.::::..:: ` � :, .,.��y,,.--- � � ;,. ....-_.:.. �� � =::�:M:�� .._...�._. wir�ow �MaRKS: ���� ���, -���� �.s. = i�-ii��� �1 � � o • - o T L PROYIDE TEMPERED SA�ETY GLA55. - - � _ � _ry � � , 2. - � °rr r °*° ,e,� `fl � � �t i - 0 STEP 3 -1NSTALL WINDOW - , ry � � ' cv cv cv cv � � Q STEP 4 INSTALL JA�MB/HEAD PLASFfIN65 � cv = �� �� �� �� � „ _� °rr r n u . � �3 511.1. �LaSHING FROM STEP 2 . - _ , . O v? O � � 4A INSTf4LL .IAMB PLASHIt�l6 DYER WINDDW JAMB � m� 4 � �= � � V � OJ � � � r p� � 3B APPLY FULL B�AD OP PERIMETER S�LANT PER O INSTALL HEAD PLa5HIN6 UNDER TYVEK �LaP � WINDOW MANUPAGTURER INST'RUGTIONS OVER JAMB PLASFfIN65 d WINDOW FLAN6� � HEAD TYPE �( U TYPE 3 TYPE � TYPF 21 � � QV � � J O SLIT TYYEK VERTIG,4LLY IN LINE W/JAMBS � I-IEAD - O FOLD TY1/EK FLAP DOWN OVER HEAD FLASHIrIG � GLASS BLOGK P51 0606 P51 '�5'75 ° - TAGK UP � OUT OF WAY UNTIL WINDOW 15 INST/�LLED T�PE WINDOW PL�NGE �45 REQUIRED Q � � 3D INSTA�L.L WINDOW U51t�16 NION-GORR0511/� FAST�NERS 4D INSTALL TYVEK TAPE OVER 5LIT5 IN WRAP _ , „ _ , „ _ �_ �� ' � PER THE WINDOW MANUPAGTURER'S INSTRUGTIONS ' " . , R.D. = 4'-II��� R.G. - 4-11� R,O. - 2-6� R.O. - 4 II� . � y � P.S. = 4'-II��� P.S, = 4'-II��� �.5. = 2'-5��� P.S. = 4'-II��� � � EQ �Q EQ EQ �Q �Q � WINDOW FLASHING DETAILS >, � NO SGP�LE m / \ / \ ,�,. / \ / \ m / \ m / \ // \\ � / \ / \ m / \ / \ / \ / \ � / \ / \ � / `. / \ -� / \ -� / \ / \ ('n yI _ / \ � � � R.o.= 2'-8��� m m / � / � � in �n � � � � p � � � �� P.S.= 2'-�(��� u u / � / � � �.5. = I-q� / � - - . - - - - / � - - - • � p �(i °nr / \ m "u�o °nr m ""s� =iv �c(j N �r / \ � R.O. = 2'-0��� R.O. = 2�_���� � � � � cy � � cy � , � � � _ � cn � / � f cn � i' ct� � r' ct� � / � � �.5. = I'-II��� �.5. = I'-II��� z � / �� �� �� �� u �� � / �\ � � O �fi O UN O �(1 � / ~ � �� /,� � 11: AL It_ AL u- �� /� � p O �!�' �� � / \ / � Limits of Use: T � � ' d" m � � ��o � � � These documents are instruments of the cn �� „ �� O � / O � � � Architect's professional service,shall remain the � p � /� m c� � m c� � � / \ / \ / \ / \ / \ property of the Architect,and are for the sole cx t� �� �� TYPE � / O Ui \\ O Ui // I6 ,� / \ / \ +� / \ u,� / \ / \ use and benefit of the Owner.They shall not be ; pi u_ � � -- --' � � / � -' / � -i / \ / \ used by any other person or entity without prior � � � / �� / \ / \ / \ / \ written consent of the"Architect. Unauthorized use of these documents, in whole or part,shall , V not create a contractual relationship with or N� la Nt'= IS TYPE 7A TYPE 17 1'�(PE Ir,�. T(pE 14 TYpE 13 cause of action in favor of any third party O � O O O against either the Architect or the Owner. VELUX FS-106 GAI 0812 GAI ObO�t L GAI ObO�f R , -- -- ° Phase: Design Development �.o. = 4�-i i��� R.O. R.D. R.O. R.O. = 2'_0��� R.O. = 4'-D° R.O. = 2'-4��� R.O. = 5�_3 �� , �.5. = 4'-II��� I'-5��� 3'-0��� I'-6��� � �.5. P.S. = 3'-O° P.S. 03.2L2006 For Pe�mit �.5. = I'-11��� �.5. = 3'-II��� F.S. = 2'_3��� �.5. = 5'-3° R.O. = 2'-0��� R.O. = 4'-O° R.O. = 2�_���� I'_5��� (�_���� 03.02.2006 Owner Review R.O. = 4'-O" - // \� �.5. = I'-I I��� P.S. = 3'-I I��� �.5. = I'-II��� , _ / � -� 01.23.2006 Vail Design Review P.S. = 3'-II��� / � , � - / \ � / \ / \ / - � --�,� � � � 07.20.2005 Conceptual Review / � � � / � H�o = � � � � � � t i r��`' � ' _ _ / _ _ � \ _ _ � _ _ / � r � / \ � � � � -! _�, � _ °,r, _ �Y � NO. DATE: DESCRIPTION: p -�v / p � / \ O �"'' \ O � - � / � / � N _� �y _ / \ _i = _� = i = � _ � \ tt � _ _ / \ = / _� .� --�� _i � _ � -� � ' - , � - � � � � m v- � Issued for: O ry.o / \ d' m '�t � d' � d' � / � u i� � m / \ � n ��. -� u � . . , i T / � ° u u n n n u u � N \ / m m / \ �1 � 'd- Description. m cv � � � � � O � / O � �\ / �, � � / �► �� n _ N � _ N _ �� u u � / (L% 1L \ � lL �� �� (� li � � 1L' � // � � � \ / t!1 \ m�o u- �.o u- � � Ul a O � \ / � � / // \\ // DL u- \\ /� � � � � � � � � � � , � � � , � � � -' -' -' �� � WI N DOW � � �� �� � , � � � i SCHEDULE & TYPES � i2 � ii N� io � Q � Qa � Q � Q � Q N� Q � Q � Q � Qi �GE1 120q LR GAI 0612 L GA2 1212 LR GAI 0712 R PG/� 1512 LR FGA 1514 LR G�tl 0610 L GAI 1210 GAI 0610 R -- -- -- Scale: Sheet No: . As Noted ; , ���t iE9JV EQ �� Job Number: a WI N DOW TYP ES - ��� � � ���� 0416 A8 . 0 1 ti- _ NO 5G�4LE :�:. ..:;: AGENCY ,� �,�' � -- - .,.-: ----------- - --- _ , �� ��s»:::. .::: <>> :. ;� ;.. APA-RATED'SHEATHING, NEW, ALUMI1�lUM-GLAD WOOD WINDOIN � �::e a:� � �� 3 MIN. BETWEEN ROOF GOl/�RIN6 4 SKYLI6HT FfEAD :` ::». <:::<::::::«<:::: .... :,:; �>«>::<:<:<::.:.;. .;;;:;;;>:.::>::> ::::;. °:..<:>::::�. :::::: , .... �.;::::. .. : : RE: STRUGTUR,4L .. : ,; <.;:: :>::'::<:>:::::««<::::>:<:;::<:::::.. � �� VAPOR BARRIER SE,4LANT � BAGKER ROD - SEaI..ANT ............. �"`�" + ;:.;: ,»::::..............::.::.>::>. NEW, BUILDING PaPER, I C. GOLOR SHALL MATGH STUGGO GOLOR � �: SPEGIFIGATIONS .� 1 1 � 4� �IXED SKYLI6HT (�5106) " �� U'4' WOOD 51LL ;: :. ......... ...; ;:: EXPANDED M�TAL LATH � �; g/8' DURROGK GOPPER SILL FLASHItyG � , e,�� ��� : !� r h i ct u r e �.: ��� � �,�R ��� _ �o� A c -te g/g'� GEMENT 5GR,4TGH G0�4T NEW, 5TAINED 2x WOOD TRIM ----5/e° GYPSUM U P A6,4 1 N ST �4 L 1. S I D E S O P � .. LATEX-PORTLAND WALLBOaRD SKYLI6HT, TYP. g „ � ` �� GEMENT MORTAR NEW, BUILDIN6 PAPER, �„ M\N• 1457A South Pearl Street /8 MORTAR SETTING BED I � RE: SPEGIFIGATION5 Ix WOOD TRIM GOPP�R PLI�5HIN6 Denver, Colorado 80210 303.759.9660 �IDHERED NA'NRAL � APa-RATED SH�ATHIt�l6, infoCseangarrett.com STONE YENEER � RE: STRUGTURAL PINI5H PLODR, STONE oR Roo� � www.seangarrett.com � GERAMIG TILE, 2x WOOD PRAMING, RE: STRUGTURA�L RE: RM. PINISH UNDERLAYM�NT - ` R . .. . . , RE: RM. �INISH SGHED. LAP Ol(ER dc� � Architect/Engineer Stamp: . .,, .., . S�ALANT d BAGIGER ROD . . . . . ... . . : ....... : SGFfEDULE �LaSHING � � GOMP051TE WOOD DEGKING � ` TI6H" JOINT BETWEEN PINI5H EXPaN510N 5TRIP SEaLANT . , GRO01/� � 6YP5UM WALLBOARD \ ��F ��L� ; . a , a . . . SOLID GLA55 BLOGK UNIT PANEL aNGHOR a� .. �' . � �'� �'� GOPP�R �LA5HIN6 - FLASH PROYIDE 50LID WOOD 2x �MIN6, RE: WINDOW � � � Ol/ER TOP OF LED6ER SGHEDULE �OR ROUGH S�A+�1 Mo G LAS S B LO C K H EA D D ETA I L �LOOR � o�x�N6 �� � �ARR� � 16 �TM�x� � �03�� � 3" - I'-O° 2x LED6ER, RE: STRUGTURAL I � P'� C� I �� ��� ��� .. S�p A�G°c� a,o��D rt,�-ruR,�. � t � �� STONE VENE�R g �� I �` VAPOR BARRIER SKYLI6HT hlOTES: � /e MORT�4R',SETTING BED � (; � I L L D ETAI L , ( BE1'DIND TO REMAN� � g „ GEMEN RA � �� � � 3" - I'-O�� , LOGA�TIOVN5p0�XIST�N6LROOE TRUM55E5� � /8 T 5G TGH GOAT . � �� g/8' DURROGK 2. INSTA�t,.L SKYLI6HT IN AGGORDANGE W/ � EXPaNDED M�TAL LATH � �;� BAGKER BOARD � MAMJFAGTURER'S SPEGIPIGATIONS. \ I /'1 \ V J NEW, BUILDIN6 PAPER, � L�T�C-PORTLAND I VAPOR BARRIER RE: SPEGIFIGATIONS � : � G�NT MORTAR 5EALANT � BAGKER ROD - SEAI.A�T � aPA-RATED SHEATHIN6, .:: ��oR �,�.. MaT�� 5,�,��o �o�� S ICY L I G H T H EA D & S I L L D ETA I L U , s RE: STR.UGTUR,4L � 5TONE OR SEALANT 8 BAGICER ROD ,.. : . �.� .• ,..�:.... ., .. ,. .: . . ...:��...�.� GERAMIG TILE, 7 3„ _ �,_�„ � RE: RM.PINISH 2x WOOD �RAMIN6, RE: STRUGTURAI. �XP,4N510N STRIP SGHEDULE � " APA-R,4TED SH�ATHING, HORIZONTAL PANEL S�ALANT RE: STRUGTURaL REINFORGIN6 g „ APA-RATED 5HE,4THIN6, � YAPOR BARRIER NEW, BUILDIN6 PAPER, /a GYPSUM I NEW, 3-GDAT GEh�ENT 5TUGG0 YV/ `. - 50LID GLA55 BLOGK UNIT PANEL ANGHOR RE: ST'RUG'NRAL n 1 RE. SPEGI�IGI�TIONS WALLBUARD INTE6RAL.LY GOLORED ELaSTOMERIG . .:.:i VAPOR W NEW, BUII..flING PaPER, � �INISH GOaT -OR- STAINED Ixb T�6 :.:.:� � BARRIER � � NEW, 2x STaINED WOOD TRIM � 5/e° GYPSUM WALLBOARD, GEDAR 51DIN6,RE: BUILDIN6 ::::! . _ RE: 5F'EGIFIGATIONS I RE: ROOM �INISFfIN 5H �LEV�►TIONS � .. .� g/e' GYPSUM � G LASS B LOC K JAM B D ETAI L ��o�LE �oR � � :�.�., 4.) 1 "J� �� _ �_ �� EXPANDED METAL LATFf EXPANDED METAI. LftTH �:.:`� WALLBOARD, Q 3 I O � ..:.•� RE: ROOM � � g/e" GEMENT SGRATGH GOAT � FINISFf SGI�f�DULE Ix WOOD TRIM GOPPER HEAD FLASFfING z �OR FINISH � � � SOLID GLA55 BLOGK UNIT NEW, ALUMINUM-GL�D WOOD WINDOVI g/e° MORTaR SErTlt�lb BED � �XI5TIN6 HEADER � � � MORTAR NEW, 2x DEGOR,4TIYE WOOD f= SEALANT � B,4GICER ROD - � TO REM�41N LINTEL d 2x6 WOOD • - aSPHALT �MUL510N I � , � GOUNTER-51NK FASTENER, RE: �.0 � � � � 5EALANT GOLOR SHALL ,4DHERED NATURAL PRAMING MATGH MORTaR STOfJ� 1/�NEER STONE OR GERAMIG I ( 5T'RUGTURAL - GONGEAL W1 � Q .. STONE SILL BY STONE .. : .� . �:.. ...: .. . : .. . .... . :..�...,.. , . . TILE, RE: RM. �INISH J A M B D ETA I L WOOD P�6 8 STAIN TO M,4TGH � � � SUPPLIER � ., SGHEDULE SEALANT � B�GIG�R � � O 3" - I'-O" NEW, BUILDIN6 PaPER - LaP � . ROD - SEALANT GOLOR M 01/ER �LASFfIN6, RE: O GOPPER 51LL �LASHING LA1'EX-PORTL,4ND � W O . GEMENT MORTAR 5FlALL MATGH MORT,4R Ix STAIN�D WDOD TRIM SP�GIPIGaTIDNS SEaLANT d BAGIG�R ROD � d �. . I� GOPPER FfEAD FCA5HIN6 WALL SHEATHING, RE: Ix WOOD TRIM � d � I� 2xb WOOD 51LL � � 2Ys"x2�s"xYa' SHELP � . a ,. . �� PLA�TE STRUGTURAL �� � � � - AN6LE - ANGFfOR W/Ys I �: s �� NEW, ALUMINUM-G1.l�D � Q � /e DURROGK SEALANT � B?�GIGER ROD - SEALANT a Q D1,4. BOLTS � 24" O.G. � . . {.. B,4GKER BDARD � x WOOD WINDOW GOLOR SHftiLL MaTGH 5NGGQ �j ' 1�1DHERED NATURAL I . . a � � �. ALA T d BAGKER ROD - SEALahT � �' p. GOLOR SHALL MATGH STUGGO GOLOR IY4' WOOD SILL NEW, �1LUMI1�lUM-GLAD WOOD WINDOW � , � 5TOME YENEER I .a ��� VAPOR BARRIER � g/e� MORTP�R SETTIN6 BED I a . . . � . : � r �X4 ►�on WINDOW HEAD DETAIL WINDOW HEAD DETAIL , c� g/e° GEMENT 5GR,4TGH GOAT , �� FURRIN6 � . . . � 3" - I'-D° � STON�-GL�D WALL � 3" - I'-0° � STUGGO-GLAD W,4LL I . a . 1 2x12 WOOD �RAMING, RE: STRUGTURAL n ' �XP?�NDED M�TP�L LATH � . d Q a : GONG. �OUNDA�TION r' W WAL.L, RE: I :� . � • , ' . , ( ,4PA-R.aTED SHEATHIN6, � NEW, BUILDING PAPER, a 5TRUGTURaI.. RE: SPEGI�IG,4TION5 aP�-RATED SH�A�THIf�l6, s � R�: 5TRUGTURAL Yf1POR BARRIER APA-RATED SH�ATHIN6, V,4POR RE: 5TRUGTURaL /a 6YPSUM � I I RE: 5T'RUGTURAI. ��:...'� BARRIER � . , WALLBO/�RD, RE. NEW,BUII..DIN6 PAPER, g/e' 6YP5UM WaLL�OARD, NEW, BUILDIN6 PAPER, , ROOM PINISH RE: SPEGIFIG,hTION5 � . :�.�.{ � 5/e" GYPSUM G LAS S B LO C K S I L L D ETA I L ,� �oM F�N�� �: 5������AT�oxs -.:.. � SGHEDULE POR I I ..... WALLBOARD, � � /� NEW, BUILDIN6 PaPER, EXPANDED METAL LATH SGFIPDULE FOR PINISH a "t' 3" - I'-O° R�: SPEGI�IGATIONS PINISH � EXPAND�D METAL L/�TH .: :. RE: ROOM , � .�. . �/�° G�MENT SGRATGH GOf4T I . FINISFf SGFIEDULE APA-RA1'ED SHEATHING, NEW, 2x 50LID WOOD BLOGKING � NEW, 3-GOAT GEMENT STUGGO FOR FINISH � R�:,STRllGTURAL qR�R �/e° MORTAR SETTIt�l6 BED � 2x6 WOOD PRAMIN6 W/ INTEGRaLLY GOLORED GOPPER SHEET METAL - PASTEN EI..ASTOMERIG �INI5H G01�T �'� °� NEW, BUILDIN6 PAPER, � s �� A17HERED NATURAL . �R,4MNIN6D RE: SPEGIFIG�TIONS I �8 6YP5UM TO WOOD BLOGKIN6 BEHIND STONE VENEER Limits of Use: METaI. J-BEAD STUGGO T�RMINATION These documents are instruments of the WALLBOARD, RE: ROOM SEALANT � BAGKER ROD - SEALANT SEALANT � BAGKER Ix STAINED WOOD TRIM SEALANT � BaGKER'ROD - S�ALANT Ix WOOD TRIM p STAINED Ixb T�G GEDr4R 51DIN6 �INISH SGHEDUL.E Architect's rofessional service,shall remain the GOLOR SHALL MATGH STUGGO GOLOR Ix WOOD TRIM R,pD - SEALANT GOLOR ` GOLOR 5FI,4LL MATGH STUGGO property of the Architect,and a�e for the sole FOR FINISH SHALL MATGH MORTAR ' use and benefit of the Owner.They shall not be 2x4 STaIIVED YVOOD TRIM NEW, ALUMINUM-GLAD used by any other person or entity without prior 2xb WOOD NEW, ALUMINUM-GLAD WOOD WINDOW written consent of the Architect. Unauthorized SEaI.ANT � BAGK�R ROD - SEAL�NT PRaMIN6 NEW,ALUMII�IUM-GL�D WOOD WINDOW INOOD WINDOW use of these documents, in whole or part,shall , GOLOR 5FIALL MATGH STUGGO not create a contractual relationship with or IX STAINED cause of action in favor of any third party NEW, ALUMINUM-GLAD WOOD TRIM 4 H EAD/SI LL DETAI L WI N DOW JAM B DETAI L WI N DOW JAM B DETAI L aga��ste�the�theA��h�te�tortheoW�e�. / 3�� _ ��_0�� � 3° _ I'-0° � STONE-GLAD WALL 2 3�� - I'-O° c� STUGGO- ' Ed �Y Pha e: WOOD WINDOW ��� . NEW,ALUMINUM-GLAD N�W, A�LUMINUM-GLAD - n � F e S( 1'1 �2 V e�O 11"1 e f'1 t NEW, WESTERN R�D GED,4R 5H,4KE ROOPING WOOD WINDOW WOOD WINDOW �"a�� � � ?�"��"�; 9 . p WI I� DOW JAM B DETAI L � CAF'PER STEP PL�5HIN6 - SEALANT � BAGKER SEaLANT � BaGKER ROD - SEALANT , 1 3 �� _ � �� VELUX FIXED SKYLI6HT (F5 IDb) �� LAYER BETWEEN ROOF ROD - S�ALANT GOLOR GOLOR 5H�4L1. MATGH 51UGG0 GOLOR 3 I -O � STUGGO-GLAD W�LL ' �4 COLQRADt� iNSPECTI4N SHAICES SHALL MATGH MORTAR F�G E�CY IGE � WATER 5HIELD - �OLD ROOP UNDERL�4YMENT - STONE SILL BY STONE GOPPER FLASHING �* U'a° WOOD 51LL UP AGaINST ALL 51DE5 OF LAP Ol/ER �LA5HIN6 NEW, AI.UMINUM-GLAD �LIER 03.21.2006 For Permit WOOD WINDOW SKYLI6HT, TYP. Ix4 EXPANDED POLY5IYRENE GOPPER 51LL FLA5HIN6 U�a° WODD 51LL SEA�LANT 4 BAGKER ROD - MOUNTIN6 BRAGKET - ATTAGH �°X�Jt"�4' e�Lp Ix4 WOOD TRIM ��) - SLOPE �OR P051TIYE 03.02.2006 Owner Review SEALANT GOLOR SHALL T0 SHEATHIN6 W/NAILS AN6LE - aNGHOR DR�hINA6E AW,4Y FROM Ix4 WDOD TRIM 01.23.2006 Vail Design Review _ MATGH 5l'UGGO GOLOR ,� �I.IRNISHED W/SKYLI6HT W/�" DIA. BOLTS � 2x6 WOOD FRAMIV6 WI�OW � � 07.20.2005 Conceptual Review U'a WOOD 51U. 24" O.G. ELaSTOMERIG FINISH GOAT GOPPER 51LL PLA5HIN6 EXISTIN6 ROOF I I 5 �� ' I 8 MIK. INST�LL OYER EP5 ( NO. DATE: DESCRIPTION: �� SEALANT 4 I I I /e GYPSUM WALL30ARD, Ix4 WOOD TRIM SHEATHIN6 TO REMAIN I BAGKER ROD RE: ROOM FINISH PRIMER - IN5TI�ILL OVER EP5 „ � I 2x6 WOOD Issued for: STAINED 2x4 WOOD TRIM � ADHERED NATUR,hL I � SGHEDULE FOR PINISFf � I ( �RAMIN6 P • EXISTING ROOF TRU55 � � Descri tion: STAINED Ixb T�6 'GLEAR HPART' 2x6 WOOD ( STONE VENEER � � BROWN GOAT � ( VAPOR BARRIER � I 5/e' GYPSUM WESTERN RED GED,4R SIDIN6 �R/�1MIN6 YaPOR BARRIER �/8 MORTAR SETTIN6 BED � � � SGR�TGH G0,4T � WALLBOARD, NEW, BUILDIN6 PaPER, � � �� 6YP5UM s/8° GEM�NT SGRATGH GOAT � � � � RE: ROOM WI N DOW DETA)LS w��.eoarzv, /a GrnsuM wa1.Leo�FZV � I I � ° REd SPEGIFIGATION5 � �8 5 " Yf'g 4 ( PINI5H SGHEDULE . APA-RAl'�D 5HE�4THIN6, � RE: ROOM I �XPANDED METAL L�4TH I ( EXPANDED MET,4L L,4TH- POR PINI5H I �INISFf SGHEDULE � NEW, BUILDING PAPER, � _� -°�, BUILDING PpPER I POR RE: STRUGTIJRI�L � �OR PINISH RE: SP�GIPIGATIONS I I �y cv YA BARRIER As Noted � I � Scale: Sheet Na � APA-R�TED SHEATHIN6, � AP�-R,A1'ED SHEATFfIN6, ` BATT INSULATION VAPOR BARRIER _ RE: STRUGTURPJ.. RE: STRUGTURAL , Job Number: a WINDOW SILL DETAIL SICYLIGHTJAMB DETAIL WINDOW SILL DETAIL WINDOW SILL DETAIL AS . � � 3 I -O � STONE-GLAD fN�LL � 3 I -O � STUGGO-GL�.D WALL 04� � ` 1 2 3�� - I'-O" V 3�� - I'-O" �� _ � �� �� _ � �� ,_�._ �� , ..,. - _-- -- --- ;.:....,;:«::<:. ; ,.: ,.. ,. :> . NEYV, 2x2 WOOD FURRING � I6° �>� V�..:� O.G. YERTIGI�LLY - PA5TEN '���.a ; ....:., °<><::<:>.::>::.. ::;::::.;::.;:<, ;>:<> ., ;;::s .;:;:;:;::. . :: THRU �XISTIN6 SHE�THING TO �<:::>::.. »;: i � ............. . ;;::. m �, ,: >:<:: >:::.:;;;;;;;;;;;; EXI5TIN6 5TUD �RAMING ,•�:`� EXI5TIN6 WALL �` �"` `"'`;;;;;:;>;:< ....a �.::� I �;�.�:!�» :...�� , �, lks" RIGID INSULATION ,�...� �M T�ING TO : > �� ,.;�, ;.:: ; . .i ..:.., Arch �tecture NEW, APA-R,4'I�D SHEATHING, :.,,.i RE: 5T'RIJGTURAL HOTES m EXPANDED M�T?�L LATH �:�.�;i NTERIOR FINISH 1457A South Pearl Street ' NEW, 3-GOAT GEM�NT STUGGO � ��' To REMAIN Denver, Colorado $0210 w/ IHr�6�Y co�o�� 303.759.9660 ELASTOMERIG PINISH G0,4T GOPPER HEAD FLA5HIN6 > info@seangarrett.com www.seangarrett.com NEW, BUILDIN6 PAP�R, � RE: SPEGIFIGI�ITIONS EXISTING WOOD Architect/Engineer Stamp: GOUNTER-51NK PASTENER, RE: PR�4MING T0 REMAIN STRUGIURAL -GONGEAL W! WOOD PEG � STAIN TO MATGH ��� �'0,��� NEW, 2x DEGORATII/E WOOR NEW Ix WOOD �''`, � , LINTEL TRIM � � SEALfINT � BAGKER ROD - NEW, �EAIV IU�a � SEALANT GOLOR SFfALL °# .('',.,ARRET� M?rTGH STUGGO aL.UMINUM-GLAD � 20:3263 /� WDOD WINDOW .�C�� `��G tis�p AR�� WINDOW HEAD DETAIL 4 : , 3° - I'-O° � UNIT 'B' �'�� � // V ` , SPALANT d BAGKER ROU - � SEALANT GOLOR SHALL s M�TGH STUGGO GOLOR I�a" WDOD 51LL r , ' `J 2x12 WOOD FRP�MING, � RE: STRUGTUR�L A �XI5TIN6 W�+�LL � SHEATHIN6 TO REMAIN APA-R,4TED SHEATHIN6, � I �Yf4POR � R�: STRUGTURftL � BARRI�R NEW, 2x2 WOOD FURRIN6 � 16" n 1 NEW, BUILDIMG PAPER, ( � 5 D.G. VERTIGALLY - PA�STEN • VJ ' RE: SPEGIFIGATIONS I �8° bYPSUM TF1RU EXISTIPl6 SH�ATHIN6 TO s/8° 6YP5UM r ^ WA1.LB0�4RD, EXISTIN6 5TUD PRAMIN6 WaLLBOARD VJ � � � I �: rtoOM � � EXPaNDED METAL LATFf � FINISH NEYV, (Ys" RI61D INSULaTION SGFfDULE � I� � Ln g/e' GEMENT SGRATGH GOAT � NEW, APA-R,4T�D SHEATHING, � � I R�: STRUGTURAL NOT�S � � �/e' MORTAR SETTIN6 BED � /� � V100D NEW, BUILDIN6 PAPER, Cr I � � � ADHERED NATURAL � RJRRING R�: SPEGIFIG�tTIONS . — O ; ' STONE 1/�NEER � NEW, 2x 50LID WOOD BLOGKING � � � n1 GOPFER SHL�T METAL - PASTEN NEW, Ix WOOD TRIM W � � SEALANT � BAGKER TO WOOD BLOGKIN6 BEHIND � � O ROD - 5E,4LANT GOLOR SHALL MATGH MORTAR X NEW' � M O 5TAINED ALUMINUM-GLAD LJJ GOPPER HEA�D FLASHIty6 �p WOOD WINDOW � � V TRIM � ,�oo W�,�ow H EAD/S I LL D ETAI L Q NEW, ALUMIMJM-GLAfl � � 3 3�� - I'-O" � UNIT 'B' � � ' EXI5TIN6 WALL . � � WI I� DOW: H EAD D ETAI L �ATM�x6 To ���x �:,.::°�� � 7 3" - I'-O" NEW,2x2 WOOD FURRIN6 � I b" O.G. . .:,� � � , � FURRED YVALL VERTIGALl.Y - FASTEN THRU EXISTING ��.';�� SHEATHIN6 TO EXISTIN6 STUD PRAMING � APA-R,4TED SHEATHII�IG, NEW, I�s" RI61D INSULaTION ��.��1 ♦ � RE: STRUGTURAL VAPOR ::r� �XISTING V J ! I ( B�4RRI�R NEW, APA-R,41'�D SHEATHING, �.;� O REM�ININISH NEW, BUILDIN6 PAPER, RE: 5TRUGTURAL HOTES � RE: SPEGI�IGATIONS I 5/g' GYP. BD., �����`1 � RE: RM. NEW, BUIl.DIN6 PAPER, . ,. � EXPaNDED METAL LATH � � � FINISH RE: SPEGIFIGA�TIONS EXI5TIN6 WOOD SGHED. ::�.... PRaMING TO . � �/e° GEMENT SGRaTGH GOA�T ( EXPaNDED METAI.. LATH .:.. REMA�IN � A .. . , �/a° MORTAR SETTIN6 BED � 2x4 NEW, 3-GO�T GEMENT STUGGO f�IOOD W/ INTE6RALLY GOLORED ADHERED NAIUR�L i�URRIN6 E1.�45TOMERIG FINISH GOaT NEW, Ix WOOD 5TONE 1�NEER TRIM Limits of Use: r1ETA�L J-BEAD STUGGO TERMINATION , N�, These documents are instruments of the SEALANT �E BaGKER Ix ALUMINUM-GL,4D Architect's professional service,shall remain the ROD - SEALANT GOLOR 5T�41NED SEAL�NT � BAGKER ROD - SEALA�NT SFfALL MATGH MORT�R WOOD GOLOR 5FIaLL MATGH 5TUGG0 WOOD WINDOW property of the Architect,and are for the sole use and benefit of the Owner.They shall not be TRIM used by any other person or entity without prior ' NEW, ALUMINUM-GL�ID \n/I �I D O\�/ I n n� R D ��n I � written consent of the Architect. Unauthorized YVOOD WINDOW V V 1 V V V �Jl�I V I V /� use of these documents, in whole or part,shall � 3° - I'-O° � STUGGO-GL�D YVP�LL not create a contractual relationship with or `n/ �I `n/ nn � R Tn cause of action in favor of any third party V V I 1 V D O V V �/'�1 V I U D � I /'�I � against either the Architect or the Owner. 6 3�� _ ��_��� S�ALANT � B,4GKER ROD - � FURRED W,4LL NEW, SEALANT GOLOR SFfALL MATGH Phase: , STUGGO GOLOR ALUMINUM-GLAD WOOD WINDOW . ' APA-RATED SHPATHIN6 GOPPER 51LL FLA5HIN6 �G S i g('1 �e V2(O p CY12 Yl t WEW, �4LUMINUM-GLAD SEALANT � BAGKER WOOD WINDOW NEW, STAINED 2x WOOD TRIM (Y4' WOOD 51LL ' ROD - SEAL�4NT GOLOR , NEW, BUIL371h16 PAPER, SHALL MATGH MORTaR RE: SPEGIPIGATIDNS 5TONE 51LL BY STONE s/e° GYPSUM WALL80aRD SUPPLIER NEW, �4PA-RATED SHEATHIN6, 03.21.2006 For Permit RE: STRUGTURaL NOTES GOPPER 51LL PLA5HIN6 Ix WOOD TRIM '' �� NEW, (Ys° RIGID INSULATION 03.02.2006 Owner Review ?Y2°X?Ys°xY4° SHEI.� U'4 Y�DOD AA161.E - ANGFIDR _ 51LL PINISH FLOOR, 01.23.2006 Vail Design Review W/Ys° DIA. BOLTS � . NEW, 2x2 WOOD PURRING � I6" O.G. RE: RM. FINISH 07.20.2005 Conce tual Review 24° O.G. . . VERTIGALLY - �ASTEN THRU P . . d . � a a . .� 'TRI WOOD EXISTING SHEATHIN6 TO EXISTING SGHED. NO. DATE: DESCRIPTION: SEALANT � ��� � . � 4 � � � � � STUD FRAMIN6 BAGKER ROD � � � EXI5TIN6 WALL Issued for: ADFfERED NATURAL � , , � . ' a : I 2x4 WOOD SHEATFfING TO REMAIN Descnption: R STONE YENEER . RJRRING I , : � . , � EXISTING FR,4MING TO �/e' MORTAR SETTIN6 BED I . � a a a I g/8' GYPSUM REMAIN WALLBOARD, � g/e' GEMENT SGRI�TGH GOAT i � . . � � � RE: ROOM GOMPOSITE WOOD DEGKIN6 FLOOR WI N DOW D ETAI LS EXPANDED METAL LATH I . � ' � �Q .. o : i PIN5GH}3�ULE SHEATHIN6 GOPPER �LA5HIN6 - PLASH TO REMAIN NEW, BUILDIN6 PAPER, : � � I OYER TOP OF LEDG�R RE: SPEGIPIGATIONS � � GI . I BARR ER 2x LED6ER, RE: STRUGTU�v4L Scale: Sheet No: 4� . � POUNDATION WALL, a RE: STRUG'TUR,4L � . As Noted ��9l����LJ �� Job Number: gi WINDOW SILL DETAIL SILL DETAIL � A8 , 2 5 3 � -o � F�R�n ►�L� 1 3 � -o T n �� 0416 ,� , ,� _ �� _ � �� x UNIT 'B' ;t �� V . . . . . . . � .. . � . � .. . � . . . . . . . . . . � � . . . � . .. . � . . � . � . � . . . a; . � .�:. . . � � . � �� � � � � � ��. � � . . . . . . . . . . . � � � .��� � . ... � . � � . � . .... . . . . . . . . . � . . . . . � .. � . � � . � � . � � � . . . . � . . � . . �. . . }-� ;p.•- . . . . . . . . . . . . . . . . . . . . . ..ii. , . . . . . . . AGENGY -- — �, ._ .� �.:. . , � � .,.: :.......::::....:. : .,. A ; �� .::::e a:� :: fl00� SC� ::::: ::::::::::.:::::: ` a ��U�� � :::::; � :: : ��::::.. :;:::::::::::::::::::::: �:.:..�'.w�` �:�� :: ;. EGR�55 OPENIN6 :,;:> � DOOR ROUGH OPENIN6 �RAME DETAILS GLE,4R OPENII�IG (INIGH) _ � DOOR LINTEL GLE�1R DAYLI6HT HARDW/�RE h �" r 6 T REMARKS A�C 1 1 I l.� C�U I � N U M B E R T Y P E M a N U P A G T U R E R M O D E L N O. W I D T H H E I 6 H T M�4 T E R I A L �I N I S H S W I N G T R,4 N S O M W I D T H F I�I G H T T Y P E W I D T H H E I 6 H T H E A D J,4 M B T H R E S H O L D T Y P E O P E N I N 6 (5 F) W I D T H H E I 6 H T V E N T (5�) O P E N I N 6 (5 P) G L�Z I N S E , A001 QG 51MP50N 8180 2'-6° b'-8" WOOD - LH NA V.I.F. V.I.F. - - - 3 / A8S 2 / A8S I / A85 NA - - - - - NA - 4 1457A South Pearl Street A002 0 51MPSON 8180 2'-4° 6'-8" ' WOOD - RH NA V.I.P. V.I.F. - - - 3 / A85 2 /A8S I / A8.5 NA - - - - - NA - 4 Denver, Colorado 80210 ` A003 � SIMPSON 8180 2'-4° 6'-8" WODD - LH NA V.I.�. Y.I.F. - - - 3 / P�BS 2 /A8S I /,48.5 N,+� - - - - - NA - 4 0 303.759.9660 �004 Q SIMPSON 8180 3'-O° b'-8" WDOD - LH NA 3'-3° b'-q" - , - - 3 / A8S 2 / A8.5 I /ASS NA - - - - - NP� - - info@seangarrett.com Ao05 (�F 51MP�'.�ON 8180 2'-4° b'-8° WOOD - RH NA V.LF. V.I.F. - - - 3 / �485 2 / A�8.5 1 / A8S NA - - - - - NA - 4 www.seangarrett.com 4 ' A006 QD LOENIEN �D2 1520 5'-Osi(t;' 6'-�Y2' ,ALUM-GL�1D - RHA NP� V.I.F. Y.I.F. - - - 13 / AB.�✓ 12 / I�BS II / AB.r-� ' NA 2�.qq 53.25 75.34 - - - - I, 2, 3, 4 Architect/Engineer Stamp: a00'f (�6 51MP50N 8180 2'-b° b'-8° WOOD - LHR NP�' Y.I.F. V.LF. - - - 3 /A8.5 2 /,48.5 I / A8S NA - - - - - � - `�' ` A�008 �D LOEWEN PD2 1520 5'-0�i(e' 6'-'�" ALUM-GL�D - RHa NA V.I.F. 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Y.I.F. - - - 3 /A8S 2 / �8.5 I /A8.5 NA - - - - - NA - 4 �'1/ � T/ A104 OH SIMP50N 8180 3'-0° b'-8° WOOD - LH hla 3'-3° 6'-q" - - - 3 / AB.� 2 / AB.� I / a8S 1V� - - - - - 1`� - ' A105 NOT USED �106 Q - - 3���� 6'-8" - - ' LFfR NA V.LF. V.I.F. - - - 3 /ASS 2 /ASS - NA - - - - - � - 4 � , AIO'I Q - - I6'-O° 1'-D" - - OYERHEAD N�4 V.I.F. V.I.F. - - ' - b /ASS 5 /,485 4 / a8S NP� - - - - - - - 4 VJ RI08 Q LOEWEN �D2 1520 5'-Ogi{e" 6'-'1Yz" �LUM-GLAD - LHA PDT2 1204` ''✓''-0�s�6' b'-�7/e' - ' ' ID / ,48.5 q /,48.8 7 /A8S N�t 27.aq 53.25 75.34 - - - - �, 2, '� U " � ,4201 GQ 51MPSON 8180 2'-6° 6'-8° WOOD - LH Nft Y.I.F. V.I.F. - - - 3 / A8.5 2 / A8.5 I / A8S NP� - - - - - NA - 4 � A202 Q SIMPSON ' 8180 2�-4,�� b'-8° WODD - LHR NA� V.I.F. V.I.F. - - - 3 /A8.5 2 /A8S I /A8.5 NA - - - - - �`�► ' 4 W A203 �6 SIMPSON 8180 2'-6° b'-8" WOOD - RH tJa 2'-q�� 6'-a" - - - 3 / A8S 2 /ASS I /A8.5 NA� - - - - - N� - ' � a204 OK SIMP50N 8180 (2) 2'-6° 6'-8" WOOD - RHR�1 h1,4 5'-3° b'-a" - - - 3 ! 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Y.I.P. - - - 13 / A8.5 12 /A8S II /a8S NA 27.4q 53.25 75.34 - - - - �, 2, '✓, 4' � Q /� ^ ` BIOI � - - 3'-0° b'-8° - - LH NA V.I.P. Y.I.F. - - - 10 /?�85 q /,485 8 / A85 WODD - - - - - - - I, 2, 3, 4 W � � BI02 QD LOEWEN �D2 1520 5'-Ogi{e' 6'-'�" ,ALUM-GLA�D ' - LHP� N,4 Y.I.P. Y.I.F. - - ' - 10 /A8.5 q / �48.5 8 /A85 WOOD 27.qq 53.25 75.34 - - - - I, 2, 3, 4 � M O BI03 Q = - I6'-0° 7'-O" - - Ol/�RH��1D NA V.I.P. V.I.F. - - ' - 6 / ASS 5 / ,485 4 / A8S IVa - - - - - - - 4 � W Q � � U , DOOR NO'TES: R�MARKS: � , - I. AI..L �XISTIN6 STRUGTURAL HEADERS � MAIN LEVEL DOORS MU5T B� RAISED IYz° TO AGGOUNT POR NEW RADIANT HEf�T FLOORIN6. I. PAINT b 5EALANT .101NT5 SHALL MATGH ADJAGENT STUGGO OR MORT,4R GOLOR. Q Q � , 2. THE 6ENERaL. GONTRAGTOR SHALL VERIFY I�I.L QUANTITIES. 2. PROYIDE WE�4THER-STRIPPIN6 �' 3. REPER TO THE ELEVATION DRAWIN65. ' 3. PROVIDE TEMPERED 5,4PETY 6LA55 ,4T ALL DOORS WHERE G1.�4ZING 15 INDIGATED. . � 4. PROYIDE 4 INSTALL ALL HARDWARE 1dEGE55ARY FOR A GOMPLETE DQOR INSTALLaTION WFIETH�R INDIGATED HEREIN OR NOT. �4. fiEPLAGE �XI5TIN6 DOOR � �R�ME WITFf NEW DOOR � �R�4ME. 'd' , 5. ALL EXTERIOR WOOD DOORS SHALL HAVE GOMPRESSION WEATHER-STRIPPIN6. � 6. Al..l. PRAME FINISH SHALL MATGH DOOR �INI5HE5. � '1. REPER TO THE SPEGIFIGATIONS POR RELATED REQUIREMENT5 �4PFEGTIN6 DOORS. � (� 8. NA� = NOT APPLIGABLE q. THE DOOR FABRIGATOR SHALL GON5TWIGT aL.L DOORS a5 REQUIRED f0 REGEIVE SPEGIPIED HARDWARE. /� ` 10. TH� DOOR FI�BRIGATOR SHALL VERIFY ALL ROU6H OP�NING5 PRIOR 'TO FABRIGATION. �f II. WOOD PRAME SPEGIES SHALL MATGH DOOR SPEGIES, TYP. ♦ ^ ' 12. ALL JOINT S�A�LERS aT PERIMEI'�R5 OP DOORS SHALL MATGH ADJAGENT WaI.L GLADDING MA'TERIAL.S. V J 51 NGL� DOORS � � �"�������� �J�.r�"������ IN51D� INSID� 'TFlE HAND OP DOOR IS P�LWAYS DETERMINED � DESGRIPTION LH RH PROM THE OUTSIDE �KEY SID� � m 5ET NO. QTY. 1YPE IN51D� OUTSIflE (KEYSIDEI MANU�AGTURER MODEL NO. �INISH �j 9 � T � d THE OUT5IDE OF AN EXTERIOR DOOR 15 THE: I KEYED ENTRY * EXT�RIOR 51DE '� ICEY 51DE Limits of Use: OUT51D� (IGEY 51DE) OUTSIDE (K�Y 51DE) These documents are instruments of the 2 PRIVAGY I�p �Y � � HuTL 51�� '4x INTERIOR DOOR IS THE: Architect's professional senrice,shall remain the ���� � AL property of the Architect,and are for the sole , '�0 KEY SIDE use and benefit of the Owner.They shall not be , ' ADDITIONAL TERMS FOR PAIRS OP DoDRS: used by any other person or entity without prior `3 PE455A6E w�itten consent of the Architect.Unauthorized IN51D� INSID� BOTH 51DE5 AGTIVE-->NO ASTRA6AL-->SWIN6 INWAi¢D eoTH 5IDE5 REVERSE Acr�vE-->No AsTFZA6AL-->swIN6 ourwA2D use of these documents, in whole or part,shall ' not create a contractual relationship with or HARDNIARE NOTES: � G � cause of action in favor of any third party against either the Architect or the Owner. I. ALL DOORS MUST BE OPERABLE �ROM THE 51DE OF EGRE55 WITHOUT A KEY OR SPEGIAL KNOVVLED6E. d b Phase: 2. PROYIDE AND INSTaLL AI.L HARDWARE NEGESSARY POR OPERATION WHETHER INDIGATEI7 FiEREIN OR NOT. 3. KEY ALL EXTERIOR DEAD80LT5 A�ND LATGHSETS THE SAME. LHR OUT5IDE (KEY 51DE) OUT5IDE (KEY SID�) RHR �eS I 1�1 �eVe�U 1�1 e 1�1t 4. ALL HaRDWA�RE SHALL MaTGH IN GOLOR, �INISH, AND STYLE, UNLE55 NOTED OTHERWISE. g p 5. REPER TO TH� 5P�GIPIGATIONS �OR REL�4T'q7 ITEMS THAT Ai�EGT HARI7NI�RE. P,�+IRS OF DOORS , � IN51DE , IN51DE LHf� 03.21.2006 For Permit �H 03.02.2006 Owner Review , c � � 01.23.2006 Vail Design Review ,a, Q OUTSIDE �KEY 51DE) 07.20.2005 Conceptual Review LHRA OUT5IDE (KEY 51DE) NO. DATE: DESCRIPTION: Issued for: IN51D� � Description: D , ' IN51DE RHA r DOOR SCH EDU LE � F� d � j� � OUT51D� �K�Y 51DE) OUT51D� �KEY SID�) RHRA Scale: Sheet Na 0 � As Noted �������D E,�� Job Number. DOO R HAN D I N G � A . 3 � xo S��.E ti� ��� � � ��� 0416 AGENCY A,.., .,, :;:;..;:,..,.::.;;.;,... .;::::::«:>� - .. ..>. � :.e a:� .... :::: ::::: � ::: ::::::::::: ::::::: a �.:� ��:e.t� :� . . � Arch � tecture 1457A South Pearl Street Denver, Colorado 80210 303 J 59.9660 i nf o@se a n g a rrett.co m www.seangarrett.com . Architect/Engineer Stamp: , ��'� �rQ�� ��� �� � � ��� �o � � GARRET�' 203�63 �, Ci� �� , �`�5�� p,��,�o� � v� -P/ , � W U � 4� � . — � cn > Q� � �- � p � � � � � � � � .- o � � � �� , „ , �� , �� � o 5-O 3-O 2-b 2-4 � � 4��� 4��� 4��� 4��� 4��� � �� 4��� 4��� 4��� 4��� 4��� � I'-a" I'-a, 2-3 �,_a„ I'-.�" � � O � .. � . .� � . �. .� � . . � � . . . . . . . . . . . . � .. � � . . . � . � � � . � � . � � . . � �. � . ° . -1ry � . . . �. � � � � �� O � . . � . , . � . . � . � . � . . . � . � . .. . � . . . . . . . . . �-`_^.. � � � U i � � � � , / \ � � � --� / \ � �� ,TM.d. � ,�. � �r Q ` / '� ; � � � � � � > , � � N \\ N � � � � � " _ _ \ _ - � � , � � � � � ' �O / °� �D �n �0 / � �O =�+ � . � � / � � \ / / / / W � � �' - / � - � '�' � � ' o � � �; o � m o � m � / `� � m \ / N ct) /� N C(� / � c� / N ' \ / � / / � \ / °�, / °�, / °�+ / °� � ° . � , , -- � INTERIOR DODR TYPE KQ INTERIOR DOOR TYPE HQ INTERIOR DOOR TYPE - INTERIOR DOOR TfPE Q 0 ', ' S1MP50N - 8180 51MP50N - 8180 SIMP50N - 8180 51MP50N - 8180 Limits of Use: These documents are instruments of the EXTERIOR TRAN50M TYPE DQ ' I 1 V I � I\(O I\ D O O 1 \ I I 1 �� Architect's professional service,shall remain the property of the Architect,and are for the sole LOEV�N - FDT2 1504 � I/2" = I'-O° use and benefit of the Owner.They shall not be ' , used by any other person or entity without prior R.O. = 5'-0��� written consent of the Architect. Unauthorized use of these documents, in whole or part,shall R.O. = 5'-0��� �.5. = 5'-0��� not create a contractual relationship with o� g'-p��� EQ �G2 3'-0° 3'-6�� cause of action in favor of any third party �_ �� �� �� �_ �� 41��� 41��� 4��� 4��� I b'-O° against either the Architect or the Owner. �� i a� i a� 2�_3��, 2�-a�,� �a �a �Q �Q Phase: �a �a Ea �a � m / / / / �a eQ �a �a - �—� - Design Development _ , � _ � � _ _� _�. / � / / \ � �+ � \� / � =�+ � \�' / � ! � - w t�.i j ,\ � / � r r� _ , � � °.,� � TEMP � �_ � T�MP \ � � / � ma� /� �� � '¢ � 03.2L2006 For Permit � \ r / \ w 03.02.2006 Owner Review � _ _.,�., / � ° _ � / � _ � _ \ O 01.23.2006 Vail Design Review ,�i � � � IX r � � � � �' r- ,nrr 07.ZO.Z005 Conceptual Review o � \ / � \ / � � �r pi � \ / \ / � // � // � tj- NO. DATE: DESCRIPTION: � w � � � ; � "' / "' � Issued for: �, �� �� ,� � , �L � 3��� /3��� 3��� Description: � i , �� �� � � � �� � �� �_ �� � , � � „ i i � i i� �� �� i-�� i -2� �� � �� i-� i s� �� , TEMP \ T.�MP '1�MP \ �MP � � � � � � � � � � � � DOOR TYPES _ EXTERIOR DOOR Tft'E � EXTERIOR DOOR TYPE D� EXTERIOR DOOR TYPE G� , EXTERIOR DOOR TYPE B� �XTERIOR DOOR TYPE Q , LOEYVEN - �D2 1520 LOEWEN - �D2 1520 [MANUF.�- [MODEL #� , �MANUF.� - [MOD�L #� �MANUF.� - �MODEI.. #] ���!��� �� Scale: Sheet No: : �� As Noted Job Number: � EXTERIOR DOOR TYPES ��� � � ������ A8 . 4 � ����� = ��—o�� ������Q� �NS���T►Q� 0416 AGENCY � ` � .:. , „ ;. � :::e a � � �..::: :.. :::: : ::::::::::::: m . . .. � r�r�:�-� :� ::. : ..: . NEW, 3-GOAT GEMENT STUGGO •... . • ° W/ INT'EGRALLY GOLORED . ..�. A��1 1 I l.� C�U � .�i �LASTOMERIG PINI5H C.OAT , Ex15TINc5 w�L� 1457A South Pearl Street .. .. s�ar++iN6 ��� � :. Denver, Colorado $0210 .:... HEAD�R, V.I.F. .., , 303J59.9660 `::...� NEW, 3-G0,4T GEMENT STUGGO 5/e� GYPSUM WALLBOARD—�'"� �`..~..� i nf oC�3s e a n g a rrett.co m � W/ INT�6RAL.LY CALORED www.sean garrett.com YaPOR BARRIER � EL.a5TOMERIG �INISH STAINED 2x WOOD TRIM > ;..,, ... NEW, DEGORP�TIYE YVOOD GUIDE TRAGK � GOIL Architect/Engineer Stamp: LINTEL, RE: DOOR SCHEDULE ASSEMBLY - INSTALL PER , ' POR OGGURANGE MANUPAGIURER'S ` � SPEGIPIGATIONS NEW, 5/8° GYPSUM ' RE: ROOM GOUNTER-51NK FASTENER, ��F �'sO`� WALLBOA�RD, RE: STRUGTURAL - GOHGEAL GARAGE DOOR - INSTALL ,� � PINISH SGHEDULE POR �INISFf W/WOOD PF6 4 5T1�1 N TO PER MANUFAGTUR�R'S MaTGH SPEGIFIGr4TION5 � � - N�YV, BUA..DIHG PAPER �EA�111fl. �k GARRETf' � APa-�,� ►�� H EA D D ETA I L � �«�2� � SHEaTHING � 3�� - �'-p" � Gi�iZ,46E �G'� �t.r� SEALANT � BAGIGER ROD - FN �'� NEW,)x STAINED 5E,4L,4NT GOLOR SHALL S,ED A��,'`� WOOD TRIM MA�TGH ADJAGENT SNGGO GOLOR ,..,. ' 2xb WOOD FRAMIN6 ::..,. � p FIEA� �La5HIN6 NEW, 3-GOaT GEMENT--�, /a GYPSUM WaLLBOARD STUGGO W/ INTEGRALLY . SHIM SPAGE NEW, �LUMINUM GLAD WOOD ... ;. GOLORED �1.A5TOM�RIG .,. �INISH GOAT ,, �5. 6UIDE TRAGK DOOR, RE: DOOR 5G-IEDULE A55EMBLY - INSTpJ..L � /� ��� ' V J EXISTING WALL PER MANUFAGTURER'5 SHEATHIN6 SPEGIPIGATIONS (� 1 V� _ � � THIN-STONE VENEER - INSTALL IN 2x WOOD FRAMIN6 U a , H EAD D ETAI L AGGORDANGE W/ � VAPOR BARRIER � MAMJFAGTUR�R'S SPEGI�IG�ITIONS � 3" = I'-O° � �4LUMINUM-GLAD EXTERIOR DOOR STaINED 2x WOOD TRIM � 6ARAGE DOOR - INSTALL ° � g/e° MORT,+�R SETTIrIG BED , PER MANUFAGIUR�R'S 5 �� � , i SPEGIFIGA�TIONS , .. . NEW, /a 6YP5UH'1 �/e° GEMENT SGRATGH GOftT � �.: r NEW, 3-GOAT GEMENT STUGGO � STAINED 1xb TON6UE � INA�LL80�1RD, RE: RDOM � � � , � . �:,. W1 INTEGRALLY GOLORED n1 VAPOR BARRIER GROOYE GEDAR SIDIN6 PINISH SGHEDULE �OR PINISH �XPaAIDED METAI.. LATH i .:'..�.. ELASTOMERIG PINISH A M B Q ETA I L � W , I VAPOR BaRRIER i � � . .,..� ` � EXI5TIN6 WALL 5HEATHIN6 i ��.�.::. NEYV,BUILDING PAPER � 3° - I'-0�� � GP�RaGE . / I NEW, DEGORATI VE WOOD TO REM,41 N i , : . n, � NEW, Ix STAINED i .. . LINTEL, RE: DOOR SGHEDULE i V� Q �OR OGGURANGE WOOD TRIM I ��;.��. A P A-R A T E D W A L L � 5 �� I NEW, 3/a' GYPSUM WALLBO�RD, SHEATHIN6 � I j . ... '����� 6�4R,46E DOOR - I NSTALL NEW, /e 6YP5UM WaL.LBOARD, GOUNTER-5INK FASTENER, R E: R O O M F I N I 5 H S G F f E D U L� :.�..: �O RE: ROOM PINISH SGHEDULE EXISTIPIG 2x4 WOOD . METAL J-B�AD 5'NGGO PER MA�NUPAGTURER'S � .. . n1 . � FOR PINISH ' RE: STRUGTURAL - GONGEAL �RAMIN6,V.I.P. SEP�L�NT � BAGICER ROD - FOR FINISH ..�.,:. TERMINATIDN SPEGIPIGATIONS � /� W � ' W✓WOOD PEG � STAIN TO 5EALANT GOLOR 51-fALL ,. .... V I � , : MATGH M�TGH ADJ,4GENT MORTAR ,..-.-_._ 2x6'WOOD �RAMIN6 GOLOR SEaL�4NT 4 BaGKER ROD - PLODR SEA�L BY DOOR' � O � NEW, BIJILDIN6 PAP�R 5EAI.ANT GOLOR SHaLL �—M,4NUFAG'NRER � 0 WALL SHEATHIN6 MATGH ADJAGEt+IT 51UGG0 HEAD FLaSHING NEW, Ix STAINED WOOD TRIM GOLOR � � � , � 5EA�LANT � B�GK�R ROD - � J O N�, �.uM��,M �L� �oo ►��, ��.Y MoRT�� H��� T H R E S H O L D D ETA I L S E A L A�N T G O L O R S H A L L DOOR,RE: DOOR SGFI�DULE N E W A L U M I M J M G L A D W O O D /� � � O MA�TGH ,4DJaGENT STUGGD ' `-I- 3" - I'-O° � GAR�GE NEW, Ix ST�INED WODD TRIM GOLOR DOOR, RE: DOOR SGHEDULE U 5HIM SPAGE ' � � . 2x6 WOOD PRAMING J �W,SOLID WOOD DOOR, H EA D D ETA I L SHIM SPAG� RE: DOOR SGHEDULEQ Q �C 1 3 3�� _ I'-O° �► LOWER LEVEL ?rLUMINUM-GLAD EXTERIOR DOOR J A M B D ETA I L Ys° PLYWOOD � > 9 „ _ ,,_o,� d- THIN- T NE 3 � r4LUMINUM-GL?�D EXTERIOR DOOR � H EAD D ETAI L s o �,��R - �NST,� - o. VaPOR BARRIER IN AGGORDANGE W/MANUF 5/8' 6YP5UM WALL BOARD, 1 6 �� _ �_ �� � SPEGIFIGATIONS RE: ROOM PINISH SGHEDULE M 3 - I O � SOLID WOOD DOOR � � FOR PINISFf NEW, �/e° GYPSUM � I g/e' MORTAR SETTING BED IM 5PAGE YVaLLBOP�RD, RE: ROOM � � � ( STAINED Ixb TON6UE d FINISH SGFf�DULE POR �INISFf � g/e' GEMENT SGR�TGH GO/�T NEW, ALUMINUM GLAD r ^ 6ROOYE GEDAR 51DIN6 WOOD DOOR, �: Ix3 STAINED WOOD TRIM, v j � EXP�4NDED META�L LA�TFf DOOR SGHEDULE BOTH 51DE5 NEW, BUILDIN6 P,4PER NEW, Ix 5T�41NED � � YAPOR BARRIER � WOOD TRIM EXI5TIN6 WALL SHEATHING INT�RIOR WOOD DOOR, - WALL SHEATHIN6 � � TO REM,41N RE: DOOR SGHEDUl.E � EXI5TIN6 2x4 NEW, s/8' 6YP5UM WALLBOaRD, I NEW, GOMP0511E • — N�W, DEGORATIY� WOOD WOOD PRAMING SEaLANT d BAGKER ROD - NEW, FINISH FLOOR, RE: WOOD DEGK RE: ROOM FINISH SGfiEDULE TRIM SEALANT GOLOR SHALL R.ODM FINISH SGFI�DULE � POR PINISH MATGH AD.1AGEh1T MORTAR - NEW, �ULLY MORTIS�D GOLOR EXI5TII�lG PLOOR ���6� H EAD D ETAI L �—S�ALA�NT � BAGKER ROD - SHEATHIN6 � PLASFfING - EXT�ND � SEALaNT GOLOR SHAU. NEW,ALUMIMJM GLAD WOOD UNDER DDOR °ILL 3" - I'-O" c9 INTERIOR PARTITION M�tTGH ADJAGENT STUGGO DOOR, RE: DOOR SGHEDULE Limits of Use: These documents are instruments ofthe GOLOR GONGR�TE POUNDATION Architect's professional service,shall remain the NEW Ix STAINED WOOD TRIM WA�L B�l-OW s/8' GYPSUM WALL BOARD, property of the Architect,and are for the sole , EXI5TIN6 PLOOR 2xb WOOD �RAMIN6 RE: ROOM PINISH SGHEDULE NEW, aLUMI1�lIJM GLAD WOOD GONSTRUGTION use and benefit of the Ownec They shall not be ^ ^ n � D �OR FINI5H used by any other person or entity without prior NEW, PULLY MORTISED HINGE DODR, RE: DOOR SGFiEDULE J��•�I V I ETA1 L EXISTING WAI..L written consent of the Architect. Unauthorized 1 2 SHEATHING NEW, DEGK ST�,UGTURE, Ix3 STf41NED WOOD TRIM, use of these documents, in whole or part,shall 3" = I'-0° � LOINER LEVEL ALUMINUM-GL�D EXTERIOR DOOR �; g���� BOTH SIDES SHIM SPI�GE not create a contractual relationship with or cause of action in favor of any third party SHIM SPAGE against either the Architect or the Owner. J A M B D ETA I L T H R E S H O L D D ETA I L ��LY M�T��n H�N6E 15 Phase: 3° = I'-O° � 50LID WOOD DOOR v 3" = I'-D° � UPPFR LEVEL ALUMINUM-GL�4D EXTERIOR DOOR INT�RIOR WOOD DOOR, RE: DDOR SGHEDULE D e S I g Cl D 2 V e I O p Y712 Cl t �, �.���► ��,� ►�oD J A M B D ETA I L DOOR, RE: DOOR SGHEDULE NEW, SOLID WOOD NEW, FINISH FLOOR, � 3�� _ ��_p�� � INT�RIOR PARTITION DOOR, iZE: DOOR RE: ROOM FINISH . ' NEW, �INISH FLOOR, RE: SGHEDULE NEW, ALUMI1�lUM GLAD SGFiEDULE 03.21.2006` For Permit ROOM FINISH SGHEDULE EXISTIN6 WOOD DOOR, RE: NEW GOMPOSITE GONGRETE SL,4B NEW, PINISH FLOOR, RE: DOOR SGHEDULE 03.02.2006 Owner,Review NPW, 2x BLOGKIN6 , ROOM PINI5H 5GHEDULE WODD �EGKING , NEW ° 6YPGRETE RADIANT NEW,Zx BLOGKIN6 yg' GHAM�R, BOTFf 51DE5 01.23.2006 Vail Design Review , IYs YV/ �W� ���I� 07.20.2005 Conceptual Review HEAT FLOORING 5Y5TEM RE:DIO R SG�HED�PR� NEW �LASHING OVER WOOD DEGKING ' 0 ., a �XPOSED GONGRETE HEATUF'LOORIhIRETE �IANT 'TRA�N51�ON 5TR P� RE E TO NO. DATE: DESCRIPTION: � . . . a � Q �ND. WALL � THE FINISH PLOOR PLANS POR Issued for: N�W, PLOOR . . 4 Q ; �Q ,a . a. EXI5TIN6 PLOOR MATERIAL 5PEGIFIGATION = Description: SHEATHIN6, RE: °� .. ° . o . , Q . . EXI5TIN6 POUNDP�TION WaLL SHEATHIN6 � LINE OF 5UB5TRA�TE STRUGIURAL a . . . . PINISH �L40R MATERIALS w � . : . � 4 . . a � LINE OF PINI5H 6RADP, �.. . Q . . .. �. a. .:a YARY, RE: �INISH FLOOR PLAN � � SLOPE AWAY �ROM \ \ \ \ \ �. � � � � .� � �u��o�r� � - � � � �. _�, DOOR DETAI LS � /�j�j�j�j� a . , . . \/ �/ �/ �/ �/ � . . a a. GOHGRETE NEW, DEGK STRUGTURE, � /� /� /� / /� _ . ,. . . POUNDATION WALL, � .. . .. . ,Q. . � RE: STRUGTUR�4L ��������\��; . . . � � � � EXI5TIN6 PLOOR PLA5HING �XTEND �p , RE:,5TRUGTURAL Q�. :° � ,a �a� � , . .,a . � � � � � � . . � � � � � UNDER DOOR 51LL ; , .� �� . � '° a . .a ��/��/��/��/��/� . 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NEW, ROOF BAR6E Ra�1'�R :�� U - NEW,'3x10 STAINED, ..,., I � ��• �4MIN6, RE: I ROU6H-SA�WN DOUG ..� NEW, WESTERN RED G�DAR STRUGTURAL j "� � � ;: �IR �aSGla - GUT 3'-0" :f� � SHAKE ROOPIN6 � C;`, 51MP50N A35 TIE, RE: STRUGTURAL ��' NEW, WALL BAS�, � MEW ROOF UNDERL�YMENT - L,4P ,4PA-RATED ,� � , n 1 �•. ------ NEW, STAINED bxl0 DOU6 v,� TO DIMEN510N NO GHANGE �.:� SHEATHIN6, _� ,,,. � „'� RE: ROOM FINISH I GONTINUDUS WEEP ' NEW, Ix4 STAINED DOUG FIR TONGUE � 6ROOYE DEGKING •1 SGHEDULE O Y�R �A V E �L A S F f I N 6 �: f:`. �IR BRAGKET SGREED TERMINATIDN � ''i ( aP�-RaTED ROOP SHEATHI1�l6, ,STRUGTURAI. ' NEW, STAINED 2x2 DDUG PIR TRIM x.a ( L,46 BOLT, RE: , �:; NEW, Ix4 STAINED DOUG FIR ,,.1 � .;;� � NEW,GOMP051TE RE: STR.UGTURAL 5T'RIJGTURAL C�•':_ TONGUE � GROOYE DEGKIN6 • � PIEW,,3-GOAT GEMENT STUGGO W/ INTE6RALLY .,.i I D�GKIN6 ', ��`; NEW, 5T/�INED 2x2 DOUG �IR TRIM C/ J � GOLORED E1..A5TOMERIG PINISFf GOaT ROOP FRAMING, RE: 5TRUGIURAL �.�.�i 2x8 ', � : ' � �XPANDED h1�TAL L�1TH :;':y ; ., � . .� �. a � : BLOGKIN6 , .'::� APA-RATED 5HE,4THING, RE: STRUGTURAL � :i . . .a � „ � . . . . . .4'� .. . . .. . . . . . . � . . � � . . . . .'� . . . . NEW,'BUILDING P�1PER, RE: SPEGIPIGATIONS .. . : . ` .::a F LAS H I N G D ETA I L g � �::; ►�W, BUILDIN6 PAP�R, �: 5������aT�oNS � � .:;:� �� _ �_ �� , /a PLYWOOD � I., EXP�NDED METAL LATH n� � EXI5TIN6 51iEA�THING TO REMAIN ;�.t GOPP�R FLASHING � 3 I O � STUGGO-GLAD VERTIGAL 51DE WaLL B,4GKIN6 W � I:°-. � � � n ::� � 01/�R TOP OF �;:. NEYV, 3-GOAT GEM�NT STUGGO W/ INTEGRALLY �XISTING �R,4MING TO REMaIN LED6ER � NEW, STJ�INED Ixb T�6 GEDaR 51DING GOLORED EL,45TOMERIG �INISH GOAT ' ^- O NEW, .1015T H�4NGER, �.L 0 � EAV E D ETA I L � RE: STRUGTURAL i ' NEW, BIIILDIK6 PaPER - LAP OYER FLASHING 14 „ , ,, � �X ,�,�o � � _ RA K E a ETA I L W/ B RAC K ET n1 � � I-I/2 - I -O � G,4RAGE � I NEW,GOPPER PLASHIKG EXTEND W � I NEW, 2x L�DGER, WOOD BLOGKS i I e i UP B�HIND 8111LDIH6 PaPER I-I/2" - I'-O° � Q RE: STRUGTURAL � I6 D.G. i J NEW, WESTERN RED NEW,RDOF UND�RLA't'MENT - LAP I i NEW, YVEST�RN RED GEDAR SFfaKE RDOPING idEW, ROOF UNDERLaYMENT - LAP � ' GEDAR SHAKE ROOFIN6 OYER EAVE PLA5HIN6 EXISTING, W�LL i . NEW, WESTERhI RED OV'�R EAYE �LaSHING � � I SHEATHING TO GONTINUOUS i � NEW, ROOF UAIDERLAYMENT - LAP OVER EAVE P1.�45HIhlG GED,4R 5H,4KE ROOFIN6 (, NEW, IG� � W,4TER SHI�LD RE: V R fJ�W, IGE 4 WATER SHIELD, RE: Q� ��� ROOP PLAN POR EXTENTS � REMAIN LED6ER - SLOPE i � NEW, IG� 4 WATER SHIPLD - �ND ��� RDOF P1..�4N FOR EXT�NT5 � -`� ���� � TO MATGH ROOP, UP BEHIND BUILDING PAPER 24' MIN. ���� J EXISTING, FLOOR i - NEW, GOPPER EAVE �LA5HIN6 - � RE: ELEVaTIONS. i - -- - NEW, GOPPER EAVE FLASHIN6 - ! IN5T,4LL OVER IGE � WATER SHIELD FRAMING TO REMAIN BOLT THRU i NEW, GOPP�R EAYE �LA�SHING - � INSTaI..L OVER IGE � WA�TER SHI�LD Q � � NEW,1x3 DOU6 FIR TRIM ( i I _ � > LED6ER � i INSTHLL OVER IGE � WA1'�R SMELD � „ NEW, Ix3 DOU6 �IR TRIM , EXISTING TJI ; 5HE�4THING TO i RAPTERS TO � �� _ BLOGKING BEHIND RA�RSI RE: I'I - (� � SEL.ANT � BAGKER ROD - i NEW, Ix DOUG �IR TRIM NEW, APA RATED RDOF SHEATHIN6, �; NEW, APA R�4T�D ROOP SHEATHIN6, 5E�4LANT GOLOR SHALL i , �'V REMaIH ', STRUGTURAL RE: STRUGTURA�. � j RE: STRUGT�A�L MATGH MORT�R GOLOR i NEW, APA-R�T�D ROOP ' M NEW, STAIhIED 3x10 DOU6 FIR I PROYID� „ 5HEATHING, RE: STRUGTURAL W�W, STAINED 3xIO DOU6 FIR ` ' ! I .w., BAR6E R��T'ER ( GOPPER PLA5HING OYER BLOGKIN6 �OR i NEW, STAINED 3x10 DOW PIR TIMBER � ;:,:. BARGE RAFTER � , ��-. NEW, Ix4 STaINED DOUG FIR � TOP OP STONE �� i I n , �i I'-O° TON6UE � GROOVE DE KI ATTAGHMENT AS i NEW, Ix 5TAINED DOUG �IR k'�' I'-0° TOwNGUE �GR001/E D GKIN6 w �.., :. :.. : I� � :;�. G �' I � REQUIRED i 4••. TON6U� � GROOYE DEGKING I .�:;: � /� '' f;:�� N�W,2x TREATED WOOD s �� � � ,41�FfERE1�, N�hTURAL i F;: �_ �� �� �:;` 2x TREA'I�D WOOD BLOGKS � I b° O.G. V l I NEW, /8 6YPSUM i . I O NEW, STA�INED 2x2 DOUG FIR TRIM I �': BLOGKS � I6" O.G. W,4LLBOARD, RE: � � THIN-STONE VENEER i ' , r ; -- �'w, -------------- .: ------------ -� .... N�W, STaINED 2x2 DOU6 FIR TRIM � i ROOM PINISH SGHEDULE � NEW, VAPOR i 4�� NEW, 2x2 WOOD FURRIN6 � I6" O.G. VERTIGALLY -FASTEN �,. I i_.., �: � NEW, STaINED 2x2 DOUG �IR TRIM � g/a' MORTAR S�TTING BED BARRIER i ' r;'. THRU EXISTING 5HEATHING TO EXISTING STUD Fiv4MIN6 i 2x6 WOOD FRAMIN6 ; � i � =�' EXI5TIN6, �RAMIN6 TO REMAIN ( �.:� � � k'r:i. I NEW YAPOR �'�' I � g/a' GEM�NT SGRATGH GOAT EXI5TIN6 2x i I �h:. EXISTING 5HEATHIty6 � APa-RA�TED 5HEATHIN6, RE: STRUGTURaL . � a ,:;. , , BARRIER i ,..: EXI5TIN6, SHEATHIN6 TO REMAIN � � i �v; NEW,VAPOR i ,- ' � I EXP NDED WOOD �RAMIN6 i r,; NEW, lYs" RI61D INSULATION BARRIER i I - NEW, BUILDIN6 PA�PER, RE: SP�GI�IGA�TIONS i � A METAL 1.aTH i � '° � .,.; , .. s �� i �!, �:�� NEW, 2x2 WOOD FURRIN6 e I6 O.G. YERTIGALLY - PASTEN NEW,VAPOR B,4RRIER � i.;� i �, ::�� EXPANDED METf11.. L�TH = PIEW, /8 6YP5UM i � �.�. i ;.ti NEW, APA-RP�TED SHEATHING, RE: ELEYS. POR EXTENTS 5 �� WPd..LBOaRD � .., THRU EXISTIN6 SHE,4THIN6 TO EXI5TIN6 STUD �RAMING � NEW BUILDIt�IG PAPER NEW 5/8° GYPSUM i I NEYV, /e GYPSUM i �.. i j � I WALLBOaRD :.. NEW, BUILDING PAPER, RE: 5PEG5. _ .�` ��. � , , ` r:,:; WALLBOARD � I °:< NEW, lYs° RIGID IN5UL,4TION RE: SPEGIFIGATIONS i I NEW, 3-GOAT GEMENT STUGGO W/ INT�6R�L.LY i EXISTIN6, BATT � i � r..:: GOLOR�D �1.A�5TOMERIG �INISH GOI�T i ! .. �:° EXPANDED METAL LATH Limits of Use: i , (;'::: NEW, A�Pa-RATED SHEATHIN6, RE: STRUGTURAL IN5UL,4TION - r4U6MENT � I EXISTING, WALL SHEATHIN6 TO REMAIN i i r�w� � ,. A5 ��,►�o To ,.. RA K E D ETA I L ' N�W, 3-GOAT G�MENT STUGGO W/ INTFGRALLY These documents are instruments of the � i '`�•� N E W B U I I.D I N 6 P A P P R, R E: S P E G I P I G A T I O N S I � I �:. . � � 2 Arc hitect's pro fessiona l service,s ha l l remain t he i AGFIEIYE R-VALUE, RE: � GOLORED EL.ASTOMERIG �INISH GOAT i � �;.F�: I � EXISTING, 2x4 WaLL I-I/2° - I'-O" i EXPANDED METAL LaTH A�� ��5 property of the Architect,and are for the sole ; i ; �;':': ( FRAMING TO RFMAIN � � use and benefit of the Owner.They shall not be � � FA LS E RA K E D ETA I L@ U N I T B � ►�5,�� ,�D �EOAR �AK� �o��N� �2 i ���.. NEW, 3-CAAT GEMENT STUGGO W/ INTEGRALLY � � used by any other person or entity without prior ' '• GOLORED ELASTOMERIG FINISH GOaT 6 „ , „ NO GH,4NGE written consent of the Architect. Unauthorized Tn I I-I/2 - I -O �ND OP EXI5TIN6 RA�TER 1 R /� /� D� I !"1I t� use of these documents, in whole or part,shall /`�KE D ET/`-1I � NEW, RODP UNDERL/�YMENT - LAP OVER EA1/E PLASFIING not create a contractual relationship with or � � 3" = I'-0° � LOWER LE1/EL - THIN-STONE 1(ENEER OYER EXISTING �RA�MIN6 NEW WESTERN RED GEDAR SHAKE ROOPIN6 12 „ cause of action in favor of any third party I � 1-1/2" - I'-O° � UNIT 'B' . ` � � NEW, IGE 4 YVaTER SHIELD, RE: ROO� PLAN FOR EXTENTS RE. SPEGIPIGATIONS NO GHA�NGE , ��� against either the Architect or the Owner. � , NEW, ROOF UNDERLaYMENT - LAP NEW, ROO� UNDERLAYMENT -LAP Ol/�R Eal/E FLASHING ;,- EXISTII�IG, ROOF SHPATHIN6 - GUT TO DIMEN510N i� • NEW, WESTERN RED RL � / ,;, Phase. o�R �,� ��A��� N OT U S E D GEDAR SFfAKE ROOPIN6 NEW, IGE � WAT�R SHIELD, RE: ROOP PL�N FOR EXTENTS , , �' �JCI5TIN6, 2x6 OUTRI6GER � EA. 51DE �-! NEW, IGE � WATER 5HI�1.D, RE: 1 O _ ;� OP RAPTER - GUT TO DIMEN510N ,,,�� �eS I Cl �e VC�O (�Yl e I'lt ��� ROOP PLAN FOR �XTENTS EXISTIl�l6, ROOF SHE�THIN6 GUT TO DIMENSIDN j j� g p ���� : EXISTIt�IG, ROOF TRU55 - GUT TO � - EXI5TIN6, 2x4'SPAGERS TQ REMAIN ;%- � � - NEW, GOPPER EAYE �LA5HING - , ;-�" „ INSTALL OVER lGE 4 WATER SHIELD NEW, 3-GO�T G�MENT STUGGO W IN1'E6RALLY GOLORED ,.:.,�, DIMEN510N --= = � % � ELASTOMERIG �INISH GOAT �:':. ,� NEW, Ix3 DOU6 �IR TRIM � �='� 1VEW, GOPPER �AVE FLASHING - ' � , �. ''' _ �XPpNDED METAL LATH - INSTALL OVER IG� � WI�TER SHIELD NEW, APR RATED ROOF SHEATHII�l6, 4,:I NEW, GOPPER EAVE PLASHIN6 - �� RE: STRUGTURAI.. .... z IN5Tf4L1. OVER IG� d WATER SFIIELD �// � �- - - - 03.2L2006 For Permit 1J�W, BUILDIN6 PAP�R - LAP OVER PLASHIN6 � � � NEW, Ix3 STAINED DOUG �IR TRIM „ :...i . ;. , NEW, STAINED 3x10 DOU6 FIR �: :� = i � \v �= ::i i � 03.02.2006 Owner Review :.:: BARGE RAFTER NEW, Ix3 STRINED DOUG �IR TRIM . , � .,,. I NEW, 3x10 STAINED, ROUGH-5,4NW ..� � li ,.... WEW, IGE � WATER SHIELD - �X1�ND UP 51DE INA�LL 24 MIN. . , ��� . , ( DOUG PIR FASGIA i� 01.23.2006 Vail Design Review � .'": NEW Ix4 ST�hINED DOU6 PIR NEW, 3x10 STAINED, ROU6Ff-5AWN � :,� , ,.. �- �h 'I � �7 , „ � :,;� ( . 0.2005 07 2 once tual Review - � �� � C �� .�: I O DOU6 FIR �,45GIA I-2 p TON6UE � 6ROOVE DEGKIN6 APA-RATED WALL SHEATHIN6, RE: STRUGTURAL ;.�.� ' � GAP POR VENT - INSTALL INSEGT SGR�EN ;^�� , ;� .. :.:� � I I�W 2x2 WOOD FURRIN6 P�45TENED TO 6AP FOR 1(�NT - INSTALL INSEGT SGREEN � �� ;`sI I ��:i NO. DATE: DESCRIPTION: �:, : I � � GONTINUOUS WEEP SGREED TERMINaTION I-2 :��� NEW, Ix STAINED DOUG �IR -- ---------------, ; ;°; UNDERSIDE OP RAKE BOARD, TYP. c,= � TONGUE � 6R001/E DEGKIN6 .<°.? I Issued for: � f::• NEW,GOPPER PLa5HIN6 - EXTEND UP NEW, 2x2 WOOD PURRING FpSTENED TO , `;:� � �;�:j � Description: i ,. UND�R5IDE OF RAFTER TAIL, TYP. �� ; NEW, STA�INED, 2x2 DOU6 FIR TRIM ..;�� 2x OR TJI i E:;: NEW, STaINED 2x2 DOU6 �IR TRIM BEHIND BUILDIN6 PAPER :',: , I :..� I � RAPTERS, RE: i Ii::� �� � � NEW, Ixb STAINED DOUG FIR TON6UE � GR001/E DEGKING .::� � ;t i , NEW, 2xb RAKE B0�1RD � 24 O.G., RE: STRUGTURAL �/ :.��� EXI5TIN6, 50LID WOOD BLOGKING B�TWEEN RAFT�RS,Y.I.F. ;,; , vAPOR A R C H I T E CT U RA L sTRUCTURAI. , I, �,�;�. i ,.. „ �\N• NEW, STAINED, 2x2 DOU6 FIR TRIM :,. � ;i � � i �:;" NEW, 2xb FRAMING, RE: STRUGIURI�L �0 ;',,� NEW, 3-GOAT GEMENT STUGGO W1 INTE6RALLY :�i � � BARRIER _ 1JEW,VAPOR i ,,:< NEW, WESTERN RED GEDAR �� NEW, 3-GOAT GEMENT 51UGG0 W/ INTE6RALLY ;:�:� VAPOR GOLORED ELASTOMERIG FINISH GOaT ��:� ', DETAI LS , BaRRIER i A�PA-RATED SHE,4THING, RE: STRUGTURAL SHAKE ROOPING � BARRIER •:a i " �: � ,GOLOR�D ELASTOMERIG PINISH GOAT .'`: .;, � g/a' � .;� I 6YP5UM i � 4=v; � � ( NEW, BUILDIN6 PAPER, RE: 5PEGIFIGATIONS ROOF UNDERLA�YMENT - LAP EXPANDED METaL LATH .r � NEW,�/e' 6YP5UM i i C � � ` EXPANDED MET O V E R E A V E �L A S H I N G ��XPANDED METaL, LATH :!;I � g�°� .�_.:� I �RD WALLBOA�RD � r:?": AL I-A�TH ,� � GYPSUM BUILDIN6 PAPER, RE: 5PEGIPIGATIONS �:� I � BO Scale: Sheet Na � '�� BUILDING PAPER, RE: SPEGIFIGATIONS .. � i �I f�� APA-RAT�D ROOF SHEATHII�l6, �. WAI-L ��� , As Noted : NEW,3-GOaT GEMENT STUGGO YV/ INTE6RALLY RE: STRUGTURAL APA-RATED WALL SHEATHIN6 ;;;� i � B�P�RD EXISTIt�Ib, WALL 5HEATHIN6 �. � CALORED EL�45TOMERIG �INISH GOAT y ��r , �'�;� � �� . ��!�V V� � Job Number: . RAKE DETAI L FLASH I NG DETAI L EAVE DETAI L EAVE DETAI L ; ��''j /� A9 . 1 � � I-I/2° - I'-O�� � UNIT �q� � 3° = I'-O° � TOP OF SHED � W,4LL " I-I/2" - I'=0° � TRU55ED R00�5 � I-V2" - I'-O" � O`t� � '`, � GRE?�T ROOM :..� :�;_ ' � ; �'`�= , �;�: ' P`rp!Gw ��,.��. .,_ _._...._ __ ._ ,w.._.� ::....:::::::::. ; _ :.. >:> ,; <::� ., r SNOW PENG�, RE: 5P�GIPIG/�TIONS - INST/�L.L IN ' PXISTIN6 SHEATHIHG EXISTING EXISTIN6 FR,4MIN6 EXISTIN6 PINISH A��ANGE W/ MANU�AGTURER'S REGOMM�NDATIONS 12 e a::� .::.::::.::.:::::: : :.:. TO R�M�4 ..><:>:<:;;:>:::, :::»<:;:>:«:::::> IN INSULATION TO REMAIN TO REMP�IN STAVDIN6 SEAM BEYOND � �' .:. :.:;: . . � <:<::. .: � ......... �/ ; ;:<.: � � �` Q : e STAVDING SEAM GOPPER 5HC-�T METAL ROOFING ����� � I �G:�:::;:; � :; � :<::::. :.: ::. .... :.. j/ p . � APA-RATED ROOF 5HEATHIN6, R�: 5T1�UGTURAL �/ ,;- _ _ _ _ _ � Arc � tecture ROQP UNDERLAYMENT ��� �% — — — — — -� ,�, 1457A South Pearl Street IGE � WA'I�R SHI�LD,RE:— ///�i �� I'-4" NOM. RooP PI.AN FoR ExTENTS ,� 4 STONE GAP D e n ve r, C o l o ra d o 80210 �„ �AX. AeOVE r — — —— — � 303 J 59.9660 LOM'INUOUS GOPPER �LR. I A�oN NAII.� � 3" o.�. I , ,,, ^ ;,. � in fo@seangarre t t.com ` www.seangarrett.com ---------- --------------- P1..1atN � � :...P•. :...a�• � � ,._. GONTINUOUS GOPP�R ED6E � ' ' STRP NAILED �$" O.G. - . . Architect/Engineer Stamp: d" ( ': �n : yn I ; 2�� DIf�. STEEL NEW, BUILDING PAPER, 2x6 STAINED DOUG PIR TRIM - =�" TOP RAIL � ( �,,,, . . . . . . . RE: SPEGIFIGATIONS � ��c NEW STAINED lx6 T�6 4x10 STAINED DOUG PIR RAPTER � 2 ��� � - - - I - - - - �� � � EXP/�NDED METAL L,4TH BEYDND RE: STRUGTURAL 1Cs GED�4R SIDING ' = STAINED n ' �'` NEW, STAINED 2x2 DOU6 FIR TRIM g/a' GEMENT S�RaTGH GOAT 5TAINED, 2x6 TONGUE � GR001/E � 8x8 DOUG P I E R P L/'""�I V �j � DOUS FIR DEGKIN6, RE: STRUGTURAL PIR P05T g/e' MORTAR S�TTIN6 B�D �n I�LIGV 3 �� _ �_ �� S E AiV�1A. NEW, STAINED 4x8 DOU6 FIR ,4DHERED N,4IURAL. �,. `r' 3/4 - I O � TOP GOURSE � � 8x1� 5TAINED DOUG PIR TIMBER, RE: STRUGTUR,4L �r - GARRET'T 2032 � TIMBER, RE: STRUGTURAL THIN-STONE YENE�R = �j� � 8x8 STAINED DDU6 �IR P05T BEYOND, RE: STRUGTURAL SEALANT � BAGKER RAD �� ANGHOR TO '� ��/ ��� D ETA I L@ U N I T ' B ' EAV E D ETA I L �� MAx. P�T ►���� _ 4 �a.� s�� A���` � � 3�� _ ��_p�� PLAN VIEW , V ' GLR. Dla. BOLTS �q.2 ._——-———— I-I/2" - I'-O° � UNIT 'B' ENTRY G�NOPY LENGTH �_ � , YARIES, V.I.P. ( �. � U 1/ v ��i v i �XI5TING SHEATHIHG EXISTING EXI5TIN6 FRr4MIN6 EXI5TIN6 �INISFf � I I STONE GaP TO REMAIN INSULATION TO REMAIN TO REM/�IN �° DL4. x ?,Yz° DEEP HOLE (2 PER STONEa I I � .� � � �" DIA. STEEL DON4�L m :o _ � � m r o 24" SQUARE STON� GAP � � ^ ` I °I. . ° W = g/4" 5Q.STEEL � . � BAR STOGK, � ° s/a' SQUARE STEEL U _ TYP. - GRIND p . . a BAR STOGK STONE G�P _ P�LL V�L.DS � � � � : GUARDRAIL � BY STONE � � � SMOOTH m ( ° SUPPLIER � ( � � e � ' a � � �. . �se,�xT �--- I I I I 4„ � a _ BA�GKER ROD - I I � ( I ' O.G. � ° � ' a se�l.�xT �I I �I I rr�. � — � . • — � GOLOR SHALL � � BI�SE � o a < <1 > MATGH MORTAR � � GONNEGTION v � —T—.._,_,.— _...�.— .—:, a � � a T.O. DEGK�_ • — � NEW, BUILDIN6 P�PER, Q Q =,r, �:� � . RE: SP�GIFIG�4TION5 GOPP�R � m ._ __ � . �L = 83q2'-2 3/4° � �-- �L��SHING OYER ST,hINED Ix3 � ° � i W�W, 2x2 WOOD WRRIN6 AIEW, STAIIVED Ixb TOP OP STONE � . . DOU6 FIR ' �`__ ' a � Ln c� 16°O.G. VERTIGALLY - T�G GEDAR 51DIN6 GN�J TRIM � a� . . �O a �ASTEN THRU �XISTING NEW,STAINED 2x2 � _ � . a JOIST BEf4RING Q� r- SHEaTHIN6 TO EXI5TIN6 DOUG �IR TRIM ADF+_-RFD, . � EL = 8391'-2" � � � THIN-5TONE ANGHOR P05T � . `° - STUD PR�4MIN6 1/EN�ER TO STRUGTURE a � � � � - — w/(2)1�" ni,�. � Ib . . , � � p , (Ys" RIGID INSUL.�4TION NEW,ST,4INED 4X8 DOU6 �IR TIMBER, RE: STRUGTURAL g/a" MORTAR . . BOLTS � � Q SETTIN6 B�D Q Aa.O n1 � NEW, APA-RI�TED SHEATHING, NEW, 3-GOAT GEMENT 5TUGG0 IW INTEGRALLY . . W RE: EL�1/ATIONS POR EXT�NTS g/a° G�MENT � . � � � GOLORED ELaSTOMERIG �INISH GOAT . SGR4TGH GOAT ° ° aDHER�D NATURAL � 0 DETAIL@UNIT ' B ' . �ir�orzcE� � . SEGTION EL�vA�TION �; a sroNe veN� � � O 1 1 GONGREI'E Q ° � ° GONGRETE Ma50NRY �( U � � � KJ . 3�� _ ��-o�� P�,�N v�Ew M�,�xRY .: EXT E R I O R G U A R D RA I L D ETA I L �o a uN��, �: 5„�� . . . � E?CI5TIN6 INSUL�TION EXISTIN6 PRAMIN6 EXI5TIN6 �INISH — TO REMAIN TO REMAIN � I-I/2" - I'-O° � WOOD P05T ° . . ° Q . � > STO N E CA P D ETA I L o a r.,, 7 3�� - ��-o�� � � � a d- � � � . � . � . �. . � . � . . � � . . . . . . . . . . . . . . .. . . . . . . . . � . . . . � D C� . � . . . � � � .. � a . . e M � .. . . . . . . .. � .. . : � � � � . . . � � .. . 'J . . . � � . � . . . . � � � � � � O .. . . � � � . � �.•.� . . .. . . . .. .. . . . . . . . . . ; � . . . . . . . D C � . . .� � . /w� � . . .. . . � . .. . . . � . . . . . . . .. � . . � � . .� . . . . . . . . . : . .. � ,.. . . _ _ —�_ _ . . . . . . . p • . • a . . . . . W . . . . � . . � . � . . . . . � . . � .. . . � � . . � . . . . � � . . . . . . . . . . . . . � � . � . - - - - - � Y.I.F. �. .� r ^ ': � �� ° ° V I - - - - - � ;' 4 ± ��� MAX. ° . ° � 4�� � GLR. �. .� . . � . . . . . . � . . � � . . . � . . � .. � D C . . � , � � . . �'�,, � � � �� .r:� — � _� . . . � .. � . � . . � .. . . .. � . . � . . �II VLI`. . . . . � � . . � . � . . � . . . � � . . . . . . . D, � ,d . . . � . . � • � � . . — . . - --- -- — � PL,4N . . .. .. . . . . . . .. .. . . • . . . . . . . . . . '... . .. . . . D C . . . . . � � � . . � . �. . , W�W STAINED . . . . . . . . . . . . , .. ...... .. . . . . . .. .. , � n . . . ixb r�� PLA�N � � � a GED�R SIDIK6 . . EXISTING SHEATHIt�IG TO REMAIN NEW, STP�INED 2x2 2" DIA. STEEL STONE G,4P � � DOU6 �IR TRIM 2" DI�. STEEL °. � � ° TFfIN STONE V�NEER Limits of Use: TOP RAIL NEW, (Ys" RIGID INSULATION TOP RAIL `: , „ � � LANDS ON FOUNDATION , 2„ ��� : 2�� � o a These documents are instruments of the : , NEW, APA-RP�1'ED 5HEATHING, NEW, BUILDIN6 P,4PER, ;: � °°� RE: SPEGIFIG,hTIONS .a� . ..eb� .� ` : Architect's professional service,shall remain the RE: ELE1/ATIONS POR EXT�NTS _ . . :. � ' � ° property of the Architect,and are for the sole �� EXPANDED METAL LATH � _,�, � �. � ° � . . ... a ° use and benefit of the Owner.The shall not be �� . � POUR-IN-PL/�GE Y N�W, 2X2 WOOD FURRIN6 � I6 O.G. VERTIG�I.LY �, � 'n = ALI6N ° a .. . 4 • ° a' � � FOUNDATION 8 used by any other person or entity without prior - ��45TEN THRU EXISTIN6 SH�ATHING TO EXI5TIPlG NEW, 3-G0,4T G�NT 5TUGG0 m '°'�-��'x ,�,,,,. m,,,. `t' �., � � . � � � FOOTIN6, RE: written consent of the Architect. Unauthorized ,; . 51UD PR,4MING :� � .. . . .� W✓ INTE6RALLY GOLORED �* � PROVIDE � ' � � � �. STRUGTURAL use of these documents, in whole or part,shall : � . . . � . . . � � � . . .. �� � . . . . � � . . . � � . . . � . . . . .. d ' . . . ' . . � . . . � � � ELA�STOMERIC PINISFt GOAT � BLOGKIN6 � � . a °°' �a . '' .,a not create a contractual relationship with or DETAIL@ UNIT B � � � . � � .� 4, � a cause of action in favor of any third party � O �� . ' . '� . .' , , against either the Architect or the Owner. 3" = I'-O° PLAN VIEW 4�� .� ANGiOR TO 4 a. � . a Q , � . , �� MAX. z STRIJGTUR� W/Y2° ��� MAX. ANGHOR TO � a� ; : � ..' . ,� �. Phase: � GLR. ° DI�. BOLTS - GLR. STRUGTURE, RE: , • . a � ° . STf�NDIN6 SEAM GOPPER SHEET METAL RODPIN6 GLEAT � '. LEN6TH YARIES, STRUGTURaL '' .. �°' a ; �� � ,,.,.�. Desi n Develo ment APa-R�4TED ROO� SHE�ITFfIN6,RE: STRUGTURAL 12" O.G. .; � ,a . �� • �� T.O. FOOT I NG,� � p � : �a :d e• . . . . .•, . RE: STRUGTURAL a � � ° a :. � : �• � . . . � :, _ DOUBLE LOGK = a . . , o �. ..� a : . ---- - - — :. _ . .. . . . . . — . . . . . . . . . . . � . . � . � _ . d . . ..Q . . . . . . , ROO� UNDERLAYM�NT =.�., � ._,�, ;--�'�- m ,--�"- � : a . .a� • $ � a r- m r N c� IGE d WATER SHIELD, RE: c�+ c� �; 03.21.2006 For Permit ROO� PLAN POR EXTENTS �; g/a� SQ. STEEL BAR ��� 5Q.STEEL BAR �: STO�K, „�.- STO�K, �. - P I E R S ECTI O N GONTINUOUS GO�R EDG� : 03.02.2006 Owner Review , STRIP NAILED e 3" O.G. _. GRIND ALL WE1.D5 6RIND AL.L WELDS 3/4 - I -O g SMOOTH SMOOTH � �� _ � �� 01.23.2006 Vail Desi n Review . 07.20.2005 Conceptual Review 2x6 ST,4INED DOUG PIR TRIM f GONGRETE � �� MASONRY, RE: � �� NO. DATE DESCRIPTION: c STAINED , 2x6 TON6UE 8 6ROOYE DOU6 �IR . q. 2-O NOM. DEGKIN6, RE: STRUGTURAL 3" ` YVALLBOARD RE: O.G. STRIJGTUR,41., 4�� . s/e" GYPSUM Issued for: O.G. :' , 8x10 STAINED DOUG �IR R,4�TER, �� NP. : ROOM FIKISFf TYP. Description: RE: STRUGTURAL mro- �r � SGHEDULE m� `� � � a. � 'i: ,-u . . . . : ` ADHERED N,4TURAL ' ' :.. m m sror� v�eR � � �. :.. ....�.. � .-�A: ARCH ITECTU RAL m m ;. �y . . ..� � � � . � . . � . � � . . . . . . .. . . . .. . . � .. .• .. . � . . � . . � . . . . . . Z . . ;� ;z . . .. . . DEGK J015T,RE: o a� �, � �� DETAI LS 8x12 STAINED DOUG �IR TIMBER, STRUGTUt�L ' RE: 5TRUGTURAL $ASE BaSE �+ � � . . . , � GONNEGTION FINISH FLOOR GONNEGTION �:::^. � '�� � '., �; � �EV�E�E I� � ' ' 8x8 STAINED DOU6 PIR P05T ���'d�. � Scale: Sheet No: � BEYONV, RE: S�RUGTURAI,. , � . As Noted � S�GTION ELEY,4TION SEGTION ELEY�TION ���� � � ������ Job Number: EAV E D ETA I L I N T E R I O R G U A R D RA I L D ETA I L EXT E R I O R � U A R D RA I L D ETA I L P I E R P LA N ��L�Raaa ���P��T��� A9 . 2 ��E��� 041 b I-I/2° - I'-O° � UNIT 'B' �NTRY G�NOPY � )-I/2" - I'-O° � I-I/2° - I'-0° � STONE PIER � 3/4" = I'-O° � B�SE GOURS�°` , „�.., , �..�,�:�� . � ._ � -�---- _ . _.�- n . ��_ ry �. ,�� ,.n , --- , __ --�. __ � ���.�,� _,.�_ �...�..�_ , _; _� GEWERAL NOTES _ � ,, , 2. CONCRETE REINFORCING: :, ' A. DETAIL ALL BARS IN ACCORDANCE WITH THE LATEST EDITIONS OF THE ACI DETAILING MANUAL AND ACI BUILDING CODE � <; , ;:::-` 1. PROJ ECT SCOPE: THESE STRUCTURAL DRAWINGS MAY ONLY BE USED TO CONSTRUCT THE PROJECT LOCATED AT 3847 LUPINE DRIVE REQUIREMENTS FOR REINFORCED CONCRETE > ;.e (� � IN VAIL, COLORADO. s� B. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE PLANS f . ? ,.;, �; , C. ALL REINFORCING BARS SHALL BE OF NEW BILLET STEEL CONFORMING TO ASTM Afi15, GRADE 60 FOR 4, 5, 6 & 7 8AR5. 4 �'` %, � # # # # Studio NYL , ;, 2. BUILDWG CODE: THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING COD�,- 2003 EDITION . GRADE 40 FOR 3 BARS. GRADE 60 BARS SHALL NOT BE FIELD-BENT. °`� { ) # �...;� I ����' : Structural Engineers V�° ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THIS CODE AND EAGLE COUNTY, COLORADO REQUaREM�-Ni?S. D. REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER IN ACCORDANCE WITH ACI 315: L. IN LOCATIONS WHERE \'ERTICAL REINFORCING STEEL IN INTERRUPTED BY ITEMS ' '"' ° `' SLAB-ON-GRADE 1/2° SLAB DEPTH SUCH AS EMBED PLATES, PLACE THE SAME AMOUNT OF STEEL WITH THE SAME 5370 Manhattan Circle#200 ' 3. DESIGN LOADS: THIS STRUCTURE SHALL BE CLASSIFIED AS A CATEGORY II STRUCTURE AS PER TABLE 1604.5: FOOTINGS, WALLS 2° (3" BOTTOM) ' CONFIGURATION W THE CLOSEST ADJACENT CELL. LAP THE STEEL THE REQUIRED Boulder, Colorado Arch �te ctu re A. DEAD LOADS SHALL BE IN ACCORDANCE WITH SECTION 1606. E. REBAR SPLICES SHALL CONSIST OF TIED'LAPS AT LEAST 50 BAR DIAMETERS IN ALL CASES. OFFSET SPLICE LOCATION FOR BARS LAP AT THE TOP AND BOTTOM AND THEN CONTINUE THE VERTICAL REINFORCING 80303 ROOF 15 PSF IN ONE LAYER BY AT LEAST 24 INCHES. STEEL IN THE CELL IT WAS INTERRUPTED IN. NOTIFY ENGINEER PRIOR T0 POURING LIFT BELOW EMBED PLATES WHEN THIS SITUATION OCCURS. P 3o3.55s.3�45 1457A South Pearl Street FLOOR 40 PSF F. ALL WELDED WIRE MESH SHALL BE 6x6-W1.4xW1.4 (UNO) CONFORMING TO ASTM A185. ' F 303.440.8536 B. LIVE LOADS SHALL BE IN ACCORDANCE WITH SECTION 1607. Denver, Colorado 8D21D G. PROVIDE 6x6-W1.4xW1.4 WWF AS MINIMUM REINFORCING IN MECHANIGAL HOUSEKEEPING PADS. SEE MECHANICAL DRAWINGS FOR STRUCTURAL STEEL• www.studionyl.com OCCUPANCY OR USE UNIFORM [PSF] PAD SIZES, LOCATIONS AND PADS REQUIRING GREATER REINFORCING 303.759.96b0 RE5IDENTIAL 40 �j H. ALL STIRRUPS SHALL HAVE A MINIMUM OF 2-#4 HORIZONTAL REINFORCING BARS PROVIDED AS SUPPORT WHEN N0 OTHER • EXTERIOR BALCONIES 100 � 1. GENERAL REQUIREMENTS: info@seangarrett.com ,�((oa ��fj HCRIZONTAL REINFORCING IS REQUIRED �� �� C. SNOW LOADS SHALL BE IN ACCORDANCE WITH SECTION 1608 ��JS?� �° I. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL S C A. STEEL CONSTRUCTION SHALL CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION NINTH EDITION AND SHA�L BE FABRICATED wWW•seangarrett.com SNOW' SHALL BE 80 PSF ,U� '�svl E URED IN POSITION PRIOR TO PLACING � ) UNBA � tf� �r CCNCRETE. AND INSTALLED IN ACCOR]ANCE WITH AISC '�CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES° LATEST EDITION. LANCED' SNOW LOADS PER SECTION 7.5 OF ASCE 7 � � B. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: Architect/EngineerStamp: o�„•( � �a(L � J. ALL WELDING OF REINFORCING BARS SHALL BE IN COMPLIANCE WITH AWS D1.4-98 ' DRIFTING SNOW LOADS ON LOWER ROOFS PER SECTION 7.7 OF ASCE 7 '�,Q ,�' �� BEAMS (W) A992 PIPES A53, TYPE E, GRADE 8 DRIFTING SNOW LOADS ON ROOF PROJECTIONS PER SECTION 7.8 OF ASCE 7 �1�R" tNg ANGLES (L) A36 TUBES A500, GRADE B D. FROST DEPTH SHALL BE 36° �� V �(rJ�'a` TINBER: E. WIND LOADS SHALL BE IN ACCORDANCE WITH SECTION 1609 `�,, t�'� PLATES (PL) A36 CHANNELS (C) A36 C. ALL BOLTED CONNECTIONS SHALL BE MADE USING A325-N BOLTS, 3 4 DIAMETER UNO INSTALLED IN ACCORDANCE WITH ������`�!���''0fj�,,; V3S 90 MPH C�� „ / � ) �� 0 R� 1. SAWN LUMBER +���. EXPOSURE � „ „ SPECIFICATIONS FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS LATEST EDITION, UNLESS OTHERWISE DETAILED. MINIMUM OF ����pP� � �'�•,. A. DIMENSIONAL LUMBER SHALL BE DOUGLAS FIR LARCH (19% MAX. MOISTURE CONTENT), N0. 2 GRADE TYPICAL TW� ,! � �,�.L��,�•,, WIND FACTOR 1.0 (IN ACCORDANCE WITH BUILDING CLASSIFICATION) B. STUD LUMBER SHALL BE STANDAR BOLTS PER CONNECTON. ALL BOLT HOLES TO BE 1/16 LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT. ALL BASE PLATE � ��.� � r D OR BETTER DOUGLAS FIR LARCH (19� MAX. MOISTURE CONTENT). BOLT HOLES TO BE 3/16" LARGER IN DIAMETER THAN NOMINAL SIZE OF ANCHOR BOLT. ' �" �'Z3o6 � HEIGHT AND EXPOSURE COEFFICIENT AS PER EACH AREA. C. ALL LUMBER SHALL BE NAILED IN ACCORDANCE WITH THE JBC TABLE N0. 2304.9.1. PRE-DRILL HOLES FOR NAILS AS REQUIRED TO - �. F. EARTHQUAKE LOADS SHALL BE IN ACCORDANCE WITH SECTION 1614 AND 1615 D. ALL STEEL SHALL BE SHOP PAINTED WITH A PRIMER. ALL WELDS AND BARE SPOTS SHALL RECEIVE TOUCHUP PAINT. FINISH COAT PR=VENT SPLITTING � ���� �, SITE CLASS B D. MULTIPLE STUD POSTS SHALL HAVE SOLID BLOCKING _ PAINT TO ARCHITECTURAL DETAILS. �.� �g Ss 0.211 UNDER THE SOLE PLATE EQUAL TO THE CROSS SECTIONAL AREA OF THE � P05T. ALL P05TS SHALL BE SECURELY NAILED TO PLYWOOD AND GYPSUM SHEATHING TO PROVIDE BRACING PARALLEL TO THE WALL. F. ALL STRUCTURAL STEEL SURFACES ENCASED IN CONCRETE OR WITH SPRAYED ON FIREPROOFING, SHALL BE LEFT UNPAINTED. ALL �� ° ,�t� S1 0.06 ,, STRUCTURAL STEEL TO BE FIREPROOFED PER ARCHITECT 5 DETAILS (AS REQUIRED). �ii����� �`� TH= INDIVIDUAL MEMBERS OF MULTIPLE STUDS SHALL BE NAILED TOGETHER USING (2)-16d NAILS AT 16 O.C. STAGGERED. NOTCHES < iii„ �.�� OR HOLES THROUGH POSTS SHALL NOT REDUCE THE CROSS-SECTIONAL AREA OF THE POST BY MORE THAN 25�. AT NOTCH G. DURING ERECTION, APPROVED TEMPORARY BRACING SHALL BE INSTALLED AS REQUIRED TO PREVENT DISTORTION OF DAMAGE TO THE <!rnn,,,,n�� ES USE FRAMEWORK DUE TO THE ERECTION FORCES. COLUMN BASE PLATES ARE TD BE SHIMMED ON ALL SIDES PRIOR TO GROUTING, NOT -` ; 4. CONSTRUCTION METHOD: SINPSON HSS STUD SHOES. WITH A CENTRAL SHIM. � , A, THE STRUCTURAL DRAWINGS REPRESENT THE FINAL STRUCTURE. TH DRAWI E. TRIMMER (BEARING) STUDS INDICATED ON PLANS AT BEAMS AND HEADERS SHALL BE THE NUMBER OF STUDS THE BEAM OR HEADER E NGS DO NOT INDICATE THE CONTRACTORS MEANS, H. HEAVY ROLLED SECTIOPJS (GROUPS 4 & 5) AND BUILT-UP MEMBERS USING PLATES WITH A THICKNESS OF 2 IN. OR GREATER METHODS, TECHNIQUES, SEQUENCES OF CONSTRUCTION AND JO8 SITE SAFETY. THE ENGINEER OF RECORD IS NOT RESPONSIBLE BE.4RS ON. KING STUDS' ADJACENT TO THE BEAM/HEADER ARE IN ADDITION TO THE NUMBER OF POST STUDS INDICATED. THE SUBJECTED TO T � FOR ENSILE OR FLEXURAL STRESSES SHALL CONFORM TO ASTM A6. WELDS ON SUCH MEMBERS SHALL CONFORM TO ASTM � THE CONTRACTOR S FAILURE T0 FOLLOW PLANS, SPECIFICATIONS, AND/OR ENGINEERING RECOMMENDATIONS, NOR IS THE ENGINEER OF NUMBER OF KING STUDS EACH SIDE -0F AN OPENING SHALL BE AS PER THE TYPICAL HEADER DETAIL ON THE PLANS. A6, SUPPLEMENTARY REQUIREMENT S5 AND ASTM A572 WITH SUPPLEMENTARY REQUIREMENT S91. SUPPLEMENTARY REQUIREMENT S5 RECORD RESPONSIBLE FOR ECONOMIC LOSS AND/OR DELAYS OF THE CONTRACTOR OR SUBCONTRACTORS. F. MINIMUM 3 STUDS AT ALL EXTERIOR WALL CORNERS. CHARPY V-NOTCH TESTING SHALL MEET A MINIMUM`AVERAGE VALUE OF 20 FT-LBS. ABSORBED ENERGY AT 70 F AND SHALL BE B. ALL CONSTRUCTION SHALL BE ADEQUATELY BRACED TO PREVENT DISTORTION AND DAMAGE DUE TO CONSTRUCTION LOADS AND G. ALL INTERIOR NON-LOAD BEARING WAL�S T� HAVE 2" SLIP JOINT AT BASE OF WALL. CONDUCTED IN ACCORDANCE WITH ASTM A673. NATURAL FORCES. H. A�L SILLS AND PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR. BOLTS SHALL BE P�?�CED 8" FROM THE END OF A BOARD OR FROM A HOLE OR NOTCH GREATER THAN 1/3 THE WIDTH OF THE PLATE, AND SPACED AT 2. WELDING: � 5. TRADE COORDINATION: (N7ERVALS NOTED. A. ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARDS OF THE AMERICAN WELDING SOCIETY. ELECTRODES MUST n1 A. THE STRUCTURAL DRAWINGS ARE INTENDED TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, ELECTRICAL MECHANICAL I. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE WASHERS. MEET E70XX SERIES REQU REMENTS, LOW HYDROGEN WITH MINIMUM TENSILE STRESS OF 70,000 PSI. ELECTRODES SHALL BE PRODUCED W ' ' J. ALL TOP PLATES FOR INTERIOR NON-BEARING WALLS SHALL BE A MINIMUM ' OF 1/2° BELOW THE ROOF OR ' FLOOR FRAMING MEMBERS AND STORED IN ACCORDANCE WITH AWS D1.1 SECTIONS 4.5 OR 4.12. ' PLUMBING AND SITE DRAWINGS. CONFLICTS JN DIMENSION AND INTERFERENCE SHALL BE DIRECTED TO THE ARCHITECT PRIOR TO CONSTRUCTION. (OR TRUSSES) TO ALLOW PROPER DEF�ECTION OF ROOF FRAMING MEMBERS (UNO). USE SIMPSON CLIPS TO STOP LATERAL MQVEMENT 8. STEEL FABRICATOR SHALL PROVIDE A FIRE WATCH DURING A�L FIELD-WELDING OPERATIONS. U K. ALL WOOD PLATES ON TOPS -0F STEEL BEAMS OR ON SIDES OF STEEL COLUMNS SHALL BE ATTACHED WITH TWO ROWS OF POWER C. MINIMUM WELD SIZE SHA�L NOT BE LESS THAN 3/16" CONTINUOUS FILLET WELD, UNO 6. SPECIFICATIONS: DRIVEN FASTENERS AT 12" O.C. STAGGERED UNO ON THE DRAWINGS. USE HILTI X-EDNI SHANK DIA. 0.145° WITH 3 4" DIA. STEEL D. ALL WELDERS ARE TO BE LICENSED AND CERTIFIED T0 AWS STANDARDS. � A. IF CONFLICT ARISES FROM THE RECOMMENDATIONS OF THESE DRAWINGS"AND THOSE CONTAINED IN THE SPECIFICATIONS, THE WASHERS. CONSULT HILTI REPRESENTATIVE TO SELECT LENGTH TO PENETRATE THROUGH STEEL BEAM THICKNESS. / E. REPORTS OF EACH WELD TEST SHALL BE GIVEN TO THE STRUCTURAL ENGINEER. NO FAILED WELD SHALL BE PERMITTED TO REMAIN ARCHITECT SHALL BE NOTIFIED OF THE DISCREPANCY PRIOR T0 CONSTRUCTION. IN SERVICE. IT IS THE RESPONSIBILITY OF THE TESTING LABORATORY TO PROVIDE TIMELY NOTICE OF FAILED TESTS TO THE � 2. GLULAM BEAMS: CON7RACTOR. 7. OPENINGS: A. SIMPLY SUPPORTED GLULAM BEAMS TO BE STRESS GRADE 24FV4 UNLESS NOTED OTHERWISE ON PLANS. F. WELDING SHALL PROGRESS IN A MANNER, WHICH BALANCES THE STRESSES IN THE MEMBERS. IN ACCORDANCE WITH AWS. A. OPENINGS, SLEEVES� POCKETS, ETC. SHALL NOT BE PLACED IN BEAMS, JOISTS, COLUMNS, ETC. UNLESS SPECIFICALLY DETAILED ON B. MULTI-SPAN OR CANTILEVERED GLULAM BEAMS TO BE STRESS GRADE 24FV8 UNLESS NOTED OTHERWISE ON PLANS. G. PREHEATING REQUIREMENTS FOR BASE METALS SHALL FOLLOW AWS GUIDELINES. � n` THE STRUCTURAL DRAWINGS. NOTIFY THE ARCHITECT WHEN DRAWINGS BY OTHERS SHOW OPENINGS, SLEEVES, POCKETS, ETC. NOT C. PROVIDE CERTIFICATION THAT'MATERIALS, MANUFACTURE AND QUALITY CONTROL OF BEAMS MEET AITC OR APA STANDARDS. H. THE WELD METAL MATERIAL SHALL MEET THE PROPERTIES OF THE BASE METAL ' � W SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. D. USE EXTERIOR WATERPROOF ADHESIVE BETWEEN LAMINATIONS. ' i. WELDED SPLICES AND CDNNECTIONS FOR HEAVY ROLLED SHAPES (GROUPS 4 & 5) AND PLATES EXCEEDING 2 IN. THICKNESS E. N0 PRESSURE TREATMENT. SUBJECTED TO TEN5ILE OP, FLEXURAL STRESS SHALL BE PERFORMED AS PER SECT. J1.7, J1.8, J2.6, J2.7 AND M2.2 OF THE �n , • � 8. EXISTING CONDITIONS: F. PREMIUM GRADE APPEARANCE (WHERE EXPOSED IN FINISHED CONSTRUCTION, INDUSTRIAL GRADE WHERE COVERED UP . SPECIFI�ATION FOR STRUCTURAL STEE� BUILDINGS, ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN LATEST EDITION. � ) W A. THE EXISTING CONDITIONS DEPICTED ON THESE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION AND SHALL BE G. BEAMS SHALL HAVE STANDARD CAMBER UNLESS NOTED OTHERWISE ON THE DRAWINGS. � VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. � H. SUPPLIER T� BE TIMBERWELD (303) 361-9191 OR EQUIVALENT. � I� STRUCTURAL SHOP DRAWINGS: �p 9. STRUCTURAL LAYOUT 3. T.J.I. JOISTS (TJI): � � _ A. ALL CONCRETE & STEEL MEMBERS ARE CENTERED ON PLAN GRIDS UNLESS NOTED OTHERWISE. 1. GENERAL REQUIREMENTS: 00 ,_ ^ A. ALL JOIST ERECTION BRACING, BLOCKING AND OTHER ACCESSORIES, SHALL CONFORM TO THE SPECIFICATIONS OF THE TRUS JOIST C♦ I �_ - B. REFER TO ARCHITECTS DRAWINGS TO RELATE 100�-0" TO SITE DATUM. A. THE APPROVAL OF THE STRUCTURAL ENGINEER �F RECORD MUST BE SECURED ON ALL STRUCTURAL SUBMITTALS. MA;,MILLAN CORPORATION AND SHALL BE FURNISHED BY THE MANUFACTURER AND SHALL BE INSTALLED IN STRICT CONFORMANCE WITH • - ""°' MA�UFACTURER'S RECOMMENDATIONS AND A5 INDICATED ON THE DRAWINGS. ' B. DO NOT REPRODUCE CONTRACT DOCUMENTS OR COPY STANDARD PRINTED INFORMATION AS THE BASIS OF SHOP DRAWINGS ^ Q FOUNDATIONS , C. VERIFY ALL ROOF� FLOOR AND WALL OPENINGS WITH ARCHITECTURAL� MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS � �L D. CONTRACTOR SHALL REVIEW AND STAMP ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ANY ITEMS NOT IN ACCORDANCE WITH THE � 1. GEOTECHNICAL INVESTIGATION: 4. MICRO LAM BEAMS (ML): CONTRACT DOCUMENTS SHALL BE FLAGGED BY THE CONTRACTOR. � Q A. MICRO LAM MEMBERS SHALL CONFORM TO THE SPECIFICATIONS OF THE TRUS JOIST MACMILLAN CORPORATION OR APPROVED � � A. A GEOTECHNICAL REPORT IS CURRENTLY UNAVAILABLE. A GEOTECHNICAL INVESTIGATION WIL� TAKE PLACE DURING THE EXCAVATION � E. THE SHOP DRAWINGS DD NOT REPLACE THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL MAKE SURE THE STRUCTURE IS � AND DEMOLITION TO VERIFY ASSUMED BEARING CAPACITIES AND SOIL CHARACTERISTICS. FOR THE PURPOSES OF THIS DESIGN THE EQUIVALENT), WITH MINIMUM E=1,900,OOQ PSI AND Fb=2,600 PSI & Fv=285 PSI OR APPROVED EQUIVALENT. ; CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. � O DATA NOTED IN THE ARCHIVE DRAWINGS FOR THE EXISTING STRUCTURE WILL BE` UTILIZED. THE FOLLOWING DESIGN PARAMETERS HAVE � B• MULTIPLE-PLY BEAMS TO BE NAILED OR BOLTED IN ACCORDANCE WITH TRUS JOIST MACMILLAN CORP. RECOMMENDATIONS (OR F. ALL DIMENSIONS AND E_EVATIONS TO BE VERIFIED BY THE ARCHITECT. M J BEEN ASSUMED BASED ON THE ARCHIVE DRAWINGS FOR THE EXISTING STRUCTURE. SHOULD THE FOLLOWING DESIGN PARAMETERS APPROVED EQUIVALENT). G. ALLOW A MINIMUM OF iW0 WEEKS FOR ENGINEER REVIEW, PRIOR TO FABRICATION OR CONSTRUCTION. � W Q VARY FROM THOSE OF THE GEOTECHNIGAL REPORT, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. IF CONDITIONS DIFFER FROM H. SUBMIT TWO COPIES OF ALL SHOP DRAWWGS. THE STRUCTURAL ENGINEER OF RECORD WILL MARK AND RETURN ONE COPY AND THOSE PRESENTED HEREIN, THE ARCHITECT SHALL BE NOTIFIED BEFORE CONTINUATION OF THE WORK. 5. SHEATHING: RETAIN ONE COPY AS A RECORD SET. � � U A. THE FOLLOWING SHEATHING AND NAILING REQUIREMENTS ARE MINIMUMS AND MAY BE INCREASED FOR NONSTRUCTURAL REASONS. J 2. SPREAD FOOTINGS: B. ALL ROOF AND FLOOR DIAPHRAGMS MAY 8E CONSTRUCTED AS UNBLOCKED UN0. ' 2. ITEMS TO BE SUBMITTED FOR REViEW: - ' A. FOOTINGS HAVE BEEN DESIGNED FOR A NET ALLOWABLE SOIL BEARING PRESSURE OF 3000 PSF. C. ALL WALL DIAPHRAGMS SHALL BE CONSTRUCTED AS BLOCKED. A. PROVIDE CONCRETE REINFORCING BAR SCHEDULES, ELEVATIONS AND STEEL EMBED DRAWINGS. PROVIDE PRODUCT DATA, CONCRETE � Q B. SUBGRADE SHALL BE INSPECTED AND SIGNED OFF BY A COLORADO STATE REGISTERED GEOTECHNICAL ENGINEER TO VERIFY THE D. SHEATHING FOR ROOFWG SHALL BE 3/4 INCH APA (40/20), STRUCTURAL 1 EXPOSURE 1. NAIL SHEATHING WITH 10d NAILS WITH MIX DESI�NS AND SUBMIT?ALS AS REQUIRED BY ACI 301. � ABOVE BEARING CAPACITIES IMMEDIATELY PRIOR TO THE FOOTINGS BEING CONSTRUCTED. 1-'/2° MINIMUM NAIL PENETRATION INTO FRAMING USING 6" SPACING AT SUPPORTED EDGES AND 12�� AT INTERMEDIATE SUPPORTS. B. PROVIDE STRUCTURAL STEEL SHOP DRAWINGS INCLUDING ANCHOR BOLT LAYOUT & DETAILS. PROVIDE STEEL MILL CERTIFICATES, � ' E. SHEATHING FOR ALL EXTERIOR AND INTERIOR SHEAR WALLS MARKED SW ON PLANS SHALL BE 7 16° APA 40 20 STRUCTURAL 1 WELDING CERTIFICATES AND SUBMITTALS REQUIRED BY AISC "MANUAL OF STEEL CONSTRUCTION�� AND SHALL BE FABRICATED AND r� � � ) � � � )� „ „ �V 3. FOOTINGS: EXPOSURE 1. SEE SHEAR WALL SCHEDULE FOR NAIL SPACING. INSTALLED IN ACCORDANCE WITH AISC CODE OF STANDARD PRACl10E FOR STEEL BUILDINGS AND BRIDGES LATEST EDITION OF EACH. � ' A. BOTTOMS OF FOOTINGS SHALL BE A MINIMUM OF 4�-0° BELOW FINISHED GRADE AT PERIMETER OF STRUCTURE OR AS INSTRUCTED F. SHEATHING FOR FLOORING SHALL BE 3 4" T&G APA 4 _ �� C. PROVIDE CMU REINFORCEMENT BAR SCHEDULES, BAR ELEVATIONS AND STEEL EMBED DRAWINGS. PROVIDE PRODUCT DATA PRISM ' / ( D/20) EXPOSURE 1. NAIL SHEATHING WITH 10d NAILS WITH 1 1/2 MINIMUM � (Y� BY GEOTECHNICAL ENGINEER. �� �� TESTING, SUBMITTALS AS REQUIRED BY ACI 530. NAIL PENETRATION 1NT0 FRAMING USING 6 SPACING AT SUPPORTED EDGES AND 12 SPACING AT INTERMEDIATE SUPPORTS � B. H O L E S I N S I L L P L A T E S FOR ANCHOR BOLTS SHALL BE SNUG TO PREVENT WALL MOVEMENT. PROVIDE ADDITIONAL NAILING AT JOIST � » D. PROVIDE GLULAM AND DECKING LAYOUT AND CONNECTION DETAILS. SILL PLATE CONNECTION TO PREVENT SLIPPAGE. G. SHEATHWG SHALL BE PLACED WITH THE 8 -0 DIMENSIQN PERPENDICULAR TO TRUSSES, J015TS OR STUD FRAMJNG WITH JOINTS nl ` STtiGGERED. PANEL END JOINTS SHALL OCCUR CENTERED ON A JOIST OR STUD. ALL SHEATHING ENDS & EDGES TO HAVE MIN. 1/16" V,J AND MAX. 1 8" GAP. SPECIAL STRUCTURAL INSPECTION: � � = 4. COMPACTED FILL: / � �'1 � 4 vI � N , A. USE ON�Y APPROVED, NON-EXPANSIVE, GRANULAR MATERIAL AS FILL AS RECOMMENDED BY THE SUPERVI5ING GEOTECHNICAL 6. 1�ETAL CONNECTORS: - ENGINEER. 1. GENERAL REQUIREMENTS: � A. �ANGERS FOR JOISTS AND BEAMS SHALL BE AS INDICATED ON THE PLANS AND SHA�L CONFORM TO THE REQUIREMENTS OF THE � � L B. SUBGRADE COMPACTION SHALL BE MADE IN LIFTS NOT T0 EXCEED 6", AT OPTIMUM OR 2� ABOVE OPTIMUM WATER CONTENT, AND A. SPECIAL STRUCTURAL IPJSPECTIONS SHALL COMPLY WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. SIMPSON CORPORATION, OR EQUIVALENT. � � { TO 95� OF ASTM D698-78, OR AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. B. SPECIAL STRUCTURAL IPJSPECTION IS REQUIRED IN ADDITION TO ANY IN5PECTIONS REQUIRED 8Y THE LOCAL BUILDING DEPARTMENT - B. �ONNECTIONS SHALL BE MADE W ACCORDANCE WITH THE DRAWING REQUIREMENTS & MANUFACTURER�S SPECIFICATIONS. INSTALL OR GOVERNING OFFICIAL. � Q ; 5. FLOOR SLABS: ATIACHMENT TO ACHIEVE MAXIMUM CONNECTION CAPACITY. C. SPECIAL STRUCTURAL IPJSPECTIONS SHALL BE PERFORMED ON, BUT ARE NOT LIMITED TO THE FOLLOWING ITEMS: � - � � � C. �ONNECTIONS NOT INDICATED �N THE DRAWINGS S H A L L B E S U B M I T T E D T O T H E E N G I N E E R FOR APPROVAL, TWO WEEKS PRIOR TO 1 1[� c A. SLAB-ON-GRADE SHALL GENERALLY BE ISOLATED FROM ALL BASEMENT WALLS USING A 1/2" JOINT OF TWO LAYERS OF TEMPERED COPJSTRUCTION. 2. � f , HARDBOARD WITH A SILICONE LUBRICANT BETWEEN THE BOARDS. (UNLESS NOTED OTHERWISE). STRUCTURAL WELDING: PER SECTION 1704.3.1 A. ALL WELDING INSPECTIONS SHALL BE COMPLETED BY AN AWS CERTIFIED INSPECTOR. � B. SLAB-ON-GRADE SHALL BE ISOLATED FROM AT GRADE WALLS. COLUMNS, SERVICE PENETRATIONS WITH 1/2" FIBERBOARD OR , EQUIVALENT APPROVED ISOLATION JOINT. B. ALL WELDS SHALL BE �ISUALLY INSPECTED. 100% fJF ALL GROOVE WELDS SHALL RECEIVE RADIOGRAPHIC OR ULTRASONIC TESTING. 7 LAMINATED TONGUE & GROOVE DECKING: MAGNETIC PARTICLE TEST 20� OF ALL FILLET WELDS. C. PROVIDE 6x6 W1.4xW1.4 IN ALL SLABS (UNO�. SAWCUT CONCRETE (WITHIN 18 HOURS OF PLACING CONCRETE SUCH THAT NO MORE " Limits of se: ) A. �ECKING TO BE NOMINAL 2 LOCK-DECK (DOUGLAS FIR), DECORATIVE GRADE, SUPPLIER TO BE SPECIALTY WOOD PRODUCTS (303) C. NON-DESTRUCTIVE TESIING OF ALL COMPL�TE PENETRATION WELDS. � THAN 225 SQUARE FEET OF SLAB ARE WITHW A GRID. SAWCUT JOWTS SHOULD BE SPACED AT NO MORE THAN 15 FEET ON CENTER 2g8-8484 OR TIMBERWELD (303� 361-9191 OR EQUIVALENT. D. VERIFICATION OF CURRENT WELDER'S CERTIFICATION. These documents are instrumentsofthe OR AS INDICATED ON THE DRAWINGS. D. A MINIMUM OF 4-1NCH LAYER OF CLEAN, GRADED GRAVEL OR CRUSHED ROCK DEVOID OF FINES SHOULD BE PLA B. �ECKING SHALL BE LAID UP IN RANDOM LENGTH CONTINUOUS PATTERN. ATTACH DECK TO SllF'PORTS WITH A MINIMUM (2�-20d E. WELD INSPECTION OF SHOP FABRICATIONS ,._...�.-, Architect's professional service,shall remain the CED BENEATH FACE NAILS AND (1)-16d SLANT NAIL JUST ABOVE THE TONGUE AND GROOVE. PLACE THIS N�',IL FIRST TO DRAW THE COURSES OF properry of the Architect, and are forthe sole SLAB, OR ALTERNATIVE DETAI� ACCORDING TO RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. REV�EWED BY DECKING TOGETHER. - ' 3. HIGH STRENGTH BOL11N6: PER SECTION 1704.3.3 use and benefit ofthe Owner.They shall not be 6. PERIMETER DRAIN: ' C. DECKING PATTERN SHOULD 8E BUL�-NOSED. DECKING SHALL BE TONGUE & GROOVED AND END MATCHED. A. VERIFICATION OF SNUG TIGHT OR SLIP-CRITICAL INSTALLATION AS PER PLANS. used b an other erson or enti without ri Y Y P tY P A. PROVIDE A 4-INCH DIAMETER, PERFORATED, PERIMETER DRAIN AROUND ALL FOUNDATION WALLS OR ALTERNATIVE DETAIL ACCORDING D. DECKING SHALL BE SMOOTH FINISH WITH SITE APPLIED ACRYLIC C�ATING. B. VERIFICATION IN PLANS WHERE�IF A325-X BOLTS ARE REQUIRED. written consent of the Architect. Unauthorized TO THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. ' � `�U� � 2aQ6 use of these documents, in whole or E. 9 32° APA SHEATHING DIAPHRAGM BOARD OVERLAY TO BE NAILED TO LOCK-DECK WITH 8d NAILS AT 6" O.C. SPACING EACH WAY. part,shal NO NAIL PENETRATIONS INTO EXPOSED DECKING SOFFIT. 4. CONCRETE: PER SECTION 1704.4 not create a contractual relationship with or 7. EXTERIOR GRADE: A. DURING THE TAKING OF TEST SPECIMENS. A. SLOPE PERIM B. DURING THE PLACEMEN? OF REINFORCED CONCRETE COLORADO INSPECTION cause of action in favor of any third party ETER GRADE AWAY FROM BUILDINGS AT 6 INCHES IN THE FIRST 5 FEET, OR AS RECOMMENDED BY THE GEOTECHNICAL CONCRETE MASONRY UNITS (CMU�: AGENCY against either the Architectorthe Owner. ENGINEER. C. POSITION OF ALL REINFORCING STEEL, ANCHOR BOLTS AND EMBED PLATES PRIOR TO AND DURING THE PLAC CONCRETE 1. GENERAL REQUIREMENTS: Phase: 8. ANCHOR BOLTS: A. CMU SHALL BE NORMAL WEIGHT, HOLLOW, GRADE N, TYPE I, LOAD BEARING UNITS CONFORMWG TO ASTM C90 WITH MIN. F'c=1900 D. ERECTION OF PRECAST CONCRETE MEMBERS ; A. SHALL BE 5/8° DIA. AS PER ASTM F1554-99. Gr. 55 UN0 PSI; GROUT SHALL HAVE F'c=3,000 PSL USE LA FARGE AGILIA MIX GROUT (UNO). TYPE S MORTAR MA50NRY ASSEMBLY TO G�NSTRUCTI�N B. SHALL PROTRUDE A MINIMUM OF 2" ABOVE TOP OF MUD SILL PLATE OR COLUMN BASE PLATE. ACHIEVE F'm=1650 PSI. ' 5. STRUCTURAL MASONRY: PER SECTION 1704.5 ' II� B. REINFORCING STEEL SHALL BE GRADE 60 WITH AN ALLQWABLE STRESS Fs=24 000 PSL A. SPECIAL INSPECTION SHALL BE PERFORMED ON ALL STRUCTURAL MASONRY IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 530.1 DQCV IVI ENTS CONCRETE: C. ALL UNITS SHALL BE PLACED W RUNNING BOND. � B. DURING THE PREPARATIDN OF PRISMS. �� D. IAASONRY EXPANSION JOINTS MEJ SHALL CONFORM T0 DU - - � ' C. DURING THE PLACEMENT OF MASONRY UNITS. ' . ( ) R 0 WAL RAPID SOFT JOINT OR EQUIVALENT. MASONRY CONTROL D. DURING THE PLACEMENI' OF REINFORCING STEEL AND STEEL EMBEDS. 03.21.2006 Permit 1. GENERAL REQUIREMENTS: JOIP�TS (MCJ) SHALL BE PREFORMED GASKET TYPE. REFER TO ARCHITECTS DRAWINGS FOR 'LOCATIONS. E. IMMEDIATELY PRIOR TO THE CLOSING OF ALL CLEANOUTS. • A. 28-DAY COMPRESSIVE �TRENGTH FOR CONCRETE 5HALL BE AS FOLLOWS: 04.26.2006 Fo�Const�uction E. ALL MASONRY WALLS SHALL BE ADEQUATELY BRACED DURING CONSTRUCTION T0 RESIST WIND AND GRAVITY LOADS. F. ALL CELLS TO BE GROUTED SHALL BE INSPECTED PRIOR TO GROUT PLACEMENT TO INSURE THE GROUT CELLS ARE FREE OF EXCESS SLAB-ON-GROUND 4,000 PSI F. MAXIMUM SPACING FOR MCJ SHALL N�T EXCEED 20'-0" UNO. NOTIFY ENGINEER PRIOR TO CONSTRUCTION IF THERE ARE ANY MORTAR AND CONSTRUCTION DEBRIS. FOOTINGS, FOUNDATION WALLS 3,000 PSI QUESTIONS REGARDING MCJ LOCATIONS. B. MAXIMUM CONCRETE SWMP SHALL BE A5 FOLLOWS: G. N0 MCJ MAY BE PLACED WITHIN 24" OF DOOR OR WINDOW JAMBS UNO. ' 6. WOOD CONSTRUCTION: PER SECTION 1704.6 ALL CONCRETE 4" MAX A. SPECIAL INSPECTION OF THE FABRICATION PROCESSES OF WOOD STRUCTURAL ELEMENTS AND ASSEMBLIES SHALL BE IN C. AIR ENTRAINMENT SHALL BE AS FOLLOWS: 2. NALL REINFORCING: ACCORDANCE WITH SECTIOPJ 1704.2. ALLE OI�HESLABS 1_3% A. CMU WALLS SHALL HAVE 1-#5 VERTICAL REBAR AT 48" OC CENTERED IN SOLID GROUTED CELL PLACE SINGLE WIRE LOOP TIES AT R CONCRETE 5 79� � n 7. EXPANSION� EPDXY AND ADHESIVE ANCHORS: ° D. ALL CONCRETE SHALL COMPLY WITH AND BE MIXED, TRANSPORTED AND PLACED IN ACCORDANCE WITH ACI 318, AC1 301 a-� OC VERTICALLY T0 INSURE CORRECT REBAR POSITIONING. NO. DATE DESCRIP�� . �� �� � �, „ B. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE PLANS A. DURING THE PLACEMENI OF ALL ANCHORS. e. . ; SPECIFICATION FOR STRUCUTURAL CONCRETE AND CRSI S MANUAL OF STANDARD PRACTICE . , B. ALL ANCHORS TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS AND APPLICABL I � C. ✓ERTICAL REINFORCING ON DRAWINGS SHALL EXTEND THE FULL HEIGHT OF THE WALL AND SHALL BE GROUTED IN PLACE USING A E ICBO REPORTS. ssued for: E. ALL CONCRETE SHALL BE CONSTRUCTED WITHIN THE TOLERANCES SPECIFIED IN ACI STANDARD 117. MAXIMUM 4 FT GROUT LIFT. IF THE CONTRACTOR WISHES T0 EXTEND A LIFT BEYOND 4 FT THE CONTR � `: � F. ALL VERTICAL SURFACES OF CONCRETE SHALL BE FORMED. , ACTOR MUST SUBMIT A METHOD Description: �,,.� G SLAB-ON-GROUND SHALL BE AS INDICATED ON THE DRAWINGS, UNLESS OTHERWISE INDICATED SLAB S STATEMENT TO THE STRUCTURAL ENGINEER OF RECORD TWO WEEKS PRIOR T0 THE GROUT POUR. IT WILL BE 'UP TO THE ENGINEER OF 8. DUTIES AND RESPONSIBILITIES OF 1NE SPECIAL STRUCTURAL INSPECTOR: � � , HALL BE FINISHED IN RECORD TO ACCEPT OR DECLINE THE REQUEST. A. THE SPECIAL STRUCTURAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE T0 THE APPROVED DESIGN � �°��� � ACGORDANCE WITH ACI STANDARD 302 FOR CLASS 2 FLOORS. DRAWINGS AND SPECIFICATONS. D. STOP ALL GROUT 1" BELOW TOP OF LIFT T0 FORM A SHEAR KEY BETWEEN LIFTS. � � ;, H. CEMENT TO BE TYPE I/II (UNO), OR AS RECOMMENDED BY GEOTECHNICAL ENGINEER FOR BELOW GRADE CONSTRUCTION. B. THE SPECIAL STRUCTURAL INSPECTOR SHALL REPORT TO THE CONTRACTOR URON ARRIVING ON SITE T0 DETERMINE WHETHER ANY � E. ALL MASONRY CELLS TO BE GROUTED MUST BE FREE OF EXCESS MORTAR, DISCARDED BLOCK SECTIONS AND ANY OTHER DEBRIS G E N E RAL ' „ ;:. ES I. ALL OPENINGS THROUGH CONCRETE MARKED ON THESE DRAWINGS SHALL HAVE (2)-#5 BARS AROUND EACH FACE OF THE OPENING PRIOR TO GROUT PLACEMENT DESIGN TEAM COMMUNICATIONS TO THE CONTRACTOR AFFECT THE WORK TO BE REVIEWED. THE SPECIAL STRUCTURAL SHALL LEAVE A ���a�, AND EXTENDING A MINIMUM OF 2'-0" BEYOND EACH EDGE OF THE OPENING. �� „ COPY OF EACH OF HIS REPORTS WITH THE CONTRACTOR UPON LEAVING SITE. � �"�� F FLL ALL VOIDS :AND BLOCK CELLS SOLIDLY WITH GROUT FOR A DISTANCE OF 24 BENEATH AND 12 EACH SIDE OF ALL BEAM/JOIST C. THE SPECIAL ST �' = .'.. . J. ALLOW 7 DAYS CURING FOR CONCRETE AND GROUT BEFORE EXCAVATING ADJACENT SEGMENTS. BEARING LOCATIONS OR OTHER CONCENTRATED LOADS UNO RUCTURAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OR ��� , � K. CONTRACTOR SHALL NOTIFY STRUCTURAL ENGINEER 48 HRS. (AND A MINIMUM OF 24 HRS. PRIOR TO CONCRETE PLACEMENT SO A �� ARCHITECT OF RECORD, AND OTHER DESIGNATED PERSONS WITHIN 24 HOURS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ,� ,, � G. BOND BEAM REINFORCING SHALL BE 2-#5 IN 8 DEEP CONTINUOUS MASONRY BOND BEAM BELOW JOIST BEARWG ELEVATION AS �� `" SITE OBSERVATION CAN BE MADE. � IMMEDIATE ATTENTION OF 1HE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND TO � � � SHQWN W TYPICAL DETAILS) AND AT THE TOP OF ALL MASONRY WALLS. THE BUILDING OFFICIAL. Scale: Sheet' H. BOND BEAM REINFORCING SHALL BE CONTINUOUS THROUGH MCJ AND DISCONTINUOUS AT MEJ. LADDER REINFORCEMENT SHALL BE D. THE SPECIAL STRUCTURAL INSPECTOR IS NOT AUTHORIZED TQ APPROVE ANY CHANGES TO THE CONTRACT DOCUMENTS. ANY No Scale DISCONTINUOUS AT BOTH MCJ AND `MEJ. VARIATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR AND ENGINEER OR ARCHITECT OF RECORD. I. 1-#5 VERTICAL REBAR IN GROUTED CELL (TYPICAL DETAIL INCLUDING REINFORCEMENT LAP INTO FOUNDATION) REQUIRED AT ENDS OF E. THE CONTRACTOR SHALL PROVIDE SAFE ACCESS TO AL� ITEMS REQUIRING SPECIAL STRUCTURA� INSPECTION. THIS SHALL INCLUDE , Job Number: �'; ALL'WALLS, AT ALL WALL INTERSECTIONS, AT EACH SIDE OF MCJ/MEJ AND ADJACENT TO ALL WINDOW AND DOOR OPENINGS. BUT IS NOT LIMITED TO LA�DERS, SCAFFOLDING AND MAN LIFTS. 1 J. PROVIDE HORIZONTAL 9 GAGE LADDER REINFORCING AT 16° O.C. ' F. THE SPECIAL STRUCTURAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL S 1 . � ��' K. REINFORCING STEEL IN MASONRY UNITS SHALL HAVE A MINIMUM LAP OF 50 BAR DIAMETERS (UNO). INSPECTIDN WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, W CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS �0�� ; , AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. .��' _ �.�� _ ., :. � _ ____ w ;. , _ � .: � . .r .� �� . . , m. _ e � �..Y--�----� < ; _._ � . �.�..,._ �.. � .�, , _ �. � .� �, �: _ :, __ � �„�.,: . _ � �. � . . .. ��.,: �> �� . . ; � �. �... , , , � _ ,.w ; _ �..� , w - .__ _ -.. ., _ _ -.. , . . _ �.,,`,, _ � _ � �_, °.�„�° ,.; . _ , . �.<�;, : ,, , , ear� , � , �<.4�::: , .w.... ; } ' ::... � Studio NYL � ��:�::;;1�.� � Structural Engineers .:.:....., . �;,w., , ....:' w�� 5370 Manhattan Circls#200 � � Arch �te ctu re Boulder, Colorado 80303 P sos.5ss.a�4s 1457A South Pearl Street FLOOR SHTHG F 303.440.8536 Denver, Colorado 8�210 PER PLAN � , www.studiony�.com 303J59.9660 ', : FLOOR FRAMING ' 2x8 BLOCKING BETWEEN infoC�seangarrett.com PANEL EDGE DECKING PER ARCH PER PLAN NAILING FASTEN TO BEAM STRINGERS www.seangarrett.com ALONG BLOCKING DECKING PER ARCH �s� �i6� 3/4�� FLOOR SHTHG Architect/Engineer Stamp: ,,M., [ . : , , .5i : ; 5`� : } 2x10 GRN PLT RIP TO FIT s ,� f ' W�Y2���bx10° BOLT �24"OC .t''' ; € f (E) RIDGE POST ����� r�l►tiin�nu,n,,, •• `�' � ; TOP PLT OF WALL SHOT `��`������''�,��� �'J �' :' FIRED INTO W BEAM ; `�,�� i "<�' f '`�. ,' ,� `: Y4'� STIFFENER PLT �24":OC TO Y4' STIFFENER PLT EA SIDE =�� 5%23�0�, � .: i FLOOR J01ST � `: ,. � � -� . � �.` BLOCKING BTWN ;`'S PER PLAN f' - .- MATCH TRUSS BEARING AT BEARING -- 3�� JOISTS, TYP C� BRG FLOOR JOIST STEEL BEAM WITH NAILER STEEL BEAM WITH NAILER --� o`"''� � > . .... , . �. .. , ; �s. „, w........ i r: ,� s ;. PER PLAN BEAM SEE PLAN SSU JST HANGER . . ...... ,�. �� .: NAIL W/(4) .131 � ; ; SIMPSON H2.5 EA JOIST . W14 , -� ..,. W14 ���i�,,�"��7tit�:. '��� .�`r� x3 NAILS TO BM SIMPSON LU210 JST BEAM PER PLAN u,�,x,��„�„u�� HANGER FACE MNT BEAM PER PLAN PRESSURE TREATED �'�x6°x5Y2' STEEL PLT WITH � (E) PREFAB TRUSS 2x TRIMMER EA SIDE OF 14" LVL STAIR NAILER AT TRUSS BEARING WITH 2x4 CHORDS STEEL SECTION STRINGER W/LSSU VERIFY GEOMETRY IN ' JST HANGER NOTE: IF CONTINUOUS BEARING FIELD NOTE: IF CONTINUOUS BEARING : ,` PLT IS USED THEN WELD NEED PLT IS USEQ THEN WELD NEED (r,,,�� � IM,VL'( �� �Dr'(L'�D » �� �� �� CENTER STUD , ^ �,, ONLY BE 2 LONG AT 12 ONLY BE 2 LONG AT 12 � B TOP FLANGE PACKS ON v I "r(��1� US� SPACING SPACING �d�' � JST HANGER COMBINED , �io�NV��-C.'R7fzE.. • WIDTH � �� U � � DECK FRAMING TO BEAM DECK JOIST TO BEAM FL4�R FRAMING @ BM @ ENTRY STAIR TRANSFER OF ROOF RIDGE &TRUSSES TRANSFER BEAM STUD PACK SUPPORT � SCALE:�":�'-o° � SCALE.�":�'-o„ 3 SCALE:i":1'-0° 4 SCALE:�":i'-o° 5 SCALE:�":�'-o° � . — (V � � � � � (2) #5 T&B � � I j � n, � • • ss . W � � , {J� � «� = . _ 0 � f �� � � x �` FREE DRAININ� NOTE: GEOTECH T0 CONFIRM ,� � � a � DRAIN TO BE „ � MATERIAL AS 2000 PSF BEARING PRESSURE Dc INSATLLED AS PER 8 ' = PER GEdTECH IS ACCEPTABLE a`0' � � � � o GEOTECH RECO�IMENDATIONS �o � � L � RECOMMENDATIONS N O : . . .; � ,- � m O � # �IELICAL SCREW PILE SPECIFICATION BACKFILL SHALL BE • �' � � � �( U AS PER GEOTECH , C' , � KJ . � EEUTAL.L PIERS SHALL BE MANUFACTURED BY THE A.B. CHANCE CO., CENTRALIA, M0. OR APPROVED #5 � 12"OC ��9s � �O J Q � db `S` 4db 4" MIN �` Q 2. PIERS SHALL BE INSTALLED BY AN AUTHORIZED A.B. CHANCE INSTALLING CONTRACTOR WHO '°., #5 t�D 18 OC , Q ��� HAS SATISFIED THE CERTIFICATION REQUIREMENTS RELATING TO THE TECHNICAL ASPECTS OF �`" „ : 4, �i; 9 1 1 ' � THE PRODUCT AND THE ASCRIBED INSTALLATION TECHNIQUES. PROOF �F CURRENT CERTIFICATI�N <.._ .. ' ; D� �D �-9A D �D _ � �.__..�.. � BY THE A.B. CHANCE C0. MUST BE PROVIDED. �:_} . 2x4 KEYWAY : s` O�„ 3. ALL WORK AS DESCRIBED HEREIN SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE ;` .O � SAFETY CODES IN EFFECT AT THE TIME OF INSTALLATION COLUMN TIES �j� HOOKS 8C BENDS 4. HELICAL PIERS A5 SPECIFIED SHALL CONFORM TO IBC AND LOCAL AMMENDMENTS. � f� #4 C�D 18"OC F � 5. THE HELICAL LEAD SECTIONS AND EXTENSION SECTIONS SHAL� BE SOLID STEE�, ROUND CORNERED � � � SQUARE SHAFT, OR ROUND STEEt PIPE SHAFT, OR COMPOSITE STEEL AND GROUT SHAFT ? �'" #4 � 18°OC j � , CONFIGURED WITH ONE OR MORE HELICAL BEARING PLATES WELDED TO THE SHAFT. � , � �'� BAR SIZE BEND DIAMETER �� 6. ALL PIERS MUST BE CORR�51�N PROTECTED BY HOT DIP GALVANIZATION. o �� �D� STANDARD SYMBOLS � � 7. INSTALLATION UNITS SHALL CONSIST OF A ROTARY TYPE TORQUE MQTOR WITH FORWARD AND I ' � � � REVERSE CAPABILITIES. THESE UNITS ARE TYPICALLY POWERED. � #3' #4' #5 6db � 8. INSTAL�ATION UNITS SHALL BE CAPABLE OF DEVELOPING THE MINIMUM TORQUE AS REQ'D. ' .�. #6' #�' #8 ...�.......__w.. � _:_....._..__.� � � 2" CLR • • • • #9 #10 #11v � 8db � SECTION VIEW 9. INSTALLATION UNITS SHALL BE CAPABLE OF POSITIONING THE HELICAL PIER AT THE PROPER __...... �.........� �._. ..�_._____...__W.....�._V.._.._._.. ..�.,.......�._...._..__....... �f INSTALLATION ANGLE. THIS ANGLE MAY VARY BETWEEN VERTICAL AND 5 DEGREES DEPENDING �TYP) - #�4� #'s 10db � �' � DETAIL IDENTIFICATION � UPON APPLICATION AND TYPE OF LOAD TRANSFER DEVICE SPECIFIED OR REQUIRED. � . � �� 10. INSTALLATION TORQUE SHALC 8E MONITORED THROUGHOUT THE INSTALLATION PROCESS. � db = 8AR �IAMETER _ 11. HELICAL PIERS SHALL BE INSTALLED TO THE MINIMUM TORQUE VALUE REQUIRED TO PROVIDE NOTES: X � � 25 KIP CAPACITY UNLESS NOTED OTHERWISE. 1. ALTERNAlE LOCATION OF HOOKS IN COLUMN � 12. THE APPROPRIATE STEEL NEW CONSTRUCTION LOAD TRANSFER DEVICE SHALL BE USED. � ^ TIES BY 90' C� EACH LEVE�. SXX 13. APPROPRIATE HELICAL PIER SELECTION WILL CONSIDER DESIGN LOAD PLUS SAFETY FACTOR, � � 1'-0" ' 2 3" 2. AL� REBAR FABRICATION PER �ATEST STRUCTURAL SHEET NUMBER SOIL PARAMETERS AND THE INSTALLATION TORQUE VS. CAPACITY EQUATION AS PER THE � . Limits of Use: � EDITION OF ACI DETAILING MANUAL. _._,-:,_ MANUFACTURERS RECOMMENDATIONS. i� `-' These documents are instruments ofthe 14. DESIGN OF HELICAL SCREW PILES AND ANCHORS SHALL BE PERFORMED BY AN ENTITY AS (1) #5 CONT Architect's rofessional service,shall remain the REQUIRED IN ACCORDANCE WITH EXISTING LOCAL CODE REQUIREMENTS OR ESTABLISHED LOCAL DETAIL IDENTIFICATION p PRACTICES. THIS DESIGN WORK MAY BE PERFORMED BY A LICENSED PROFESSIONAL ENGINEER, A property of the Architect, and are for the sole CERTIFIED A.B. CHANCE DEALER, OR DESIGNER DEPENDING ON LOCAL REQUIREMENTS OR c TYPICAL $�TE!fZETP►INING �I1�ALL use and benefit of the Owner.They shall not be ' PRACTICES. V SCALE:1"=1'-Q" used by any other person or entity without prior 15. A GEOTECHNICAL ENGINEER, REGISTERED IN THE STATE OF COLORADO, SHALL SIGNED AND SEALED written consent of the Architect. Unauthorized BY THE SUPERVISING GEOTECHNICAL ENGINEER. STRUCTURAL SHEET NUMBER use ofthese documents, in whole or part,shall , not create a contractual relationship with or - cause of action in favor of any third party �/ PLAN VIEW against either the Architect or the Owner. Phase: AeBRE�A�oNS REINFORCING SPLICE SCHEDULE - �o�uMN �P cUNSTRUCTIoN AFF ABOVE FINISHED FLOOR CLR CLEAR EL\ELEV ELEVATION HVAC HEATING, VENTILATING MAX MAXIMUM OF OUTSIDE FACE STRUCT STRUCTURAL �N WEST � ADJ ADJUSTABLE COL COLUMN ENGR ENGINEER AND AIR CONDITION NG MECH MECHANICAL WL WIND LOAD — CO�UMN DOWN DQCU M ENTS ALT ALTERNATE CJP COMPLETE JOINT EQ EQUAL, EQUALLY HORIZ HORIZONTAL MEZZ MEZZANINE PERIM PERIMETER TEMP TEMPORARY W WITH BASIC DEVELOPMENT LENGTH Q. C� '�' AB ANCHOR BOLT PENETRATION EST ESTIMATED MIN MINIMUM PERP PERPENDICULAR THK THICKNESS W� WITHOUT f'c (PSI) H RE�IEWED Y 3000 4000 5000 6000 03.21.2006 Permit A/E ARCHITECT/ENGINEER CONC CONCRETE (E) EXISTING IF INSIDE FACE MISC MISCELLANEOUS PLT PLATE ' T&B TOP & BOTTOM WP WORKING POINT BAR SIZE � - HANGER ABOVE ARCH ARCHITECT(ural� CMU CONCRETE MASONRY UNIT EXP EXPANSION MF MOMENT FRAME PRELIM PRELIMINARY TCA TOP OF CAISSON 4 16° 16° 16° 16" 04.26.2006 ; ForConstruction � AT CONT CONTINUOUS EXP JT EXPANSION JOINT JT JOINT MT MONO TRUSS TC TOP OF CONCRETE X8 CROSS BRACE # „ „ „ „ .� — HANGER BELOW COORD COORDINATE JST J015T R\RAD RADIUS TL TOP OF LEDGE #5 2 0 2 0 2 0 2 0 H ��N 1 2�Q6 2 05.16.2006 Helical Pier Revisions BM BEAM CSK COUNTERSUNK F/F FACE TO FACE NF NEAR FACE REINF REINFORCMENT TS TOP OF STEEL #6 26" 23" 23" 23" XX'-XX" COI.oRADO �NSPECTI N ' BRG BEARING FV FIELD VERIFY LP LAYOUT POINT NOM NOMINAL RO ROUGH OPENING TSL TOP OF SLAB #� 35" 30" 2�„ 2�„ -�- — E�EVATioN iNQica oR aGENCY BLKG BLOCKING DL DEADLOAD FFL FINISHED FLOOR ELEV LH LEFT HAND NW NORMAL WEIGHT TW TOP OF WALL BC BOTTOM OF CONCRETE DET DETAIL LAW LENGTH AFTER WELDING N NORTH SCJ SAW CUT JOINT T&G TONGUE AND GROOVE #a 46" 39" 35" 33" BF BOTTOM OF FOOTING �/DIA DIAMETER GA GAGE LT LIGHT N/A NOT APPLICABLE ST SCISSOR TRUSS TB TRUSS BEARING #9 57" 49° 44" 40° No. �,4TE: �ESCR�PT�oN: BTM BOTTOM DIAG DIAGONAL GALV GALVANIZED LW LIGHT WEIGHT NIC NOT JN CONTRACT SECT SECTION TYP TYPICAL BRDG BRIDGING DIM DIMENSION GSN GENERAL STRUCT NOTES LF LINEAR FOOT NTS NOT T0 SCALE SIM SIMILAR #10 73" 64" 56" 51" � — REVISION INDICATOR (ssued for: BLDG BUILDING DWL DOWEL GEOTECH GEOTECHNICAL LL LIVE LOAD NO NUMBER S SOUTH UNO UNLESS NOTED OTHERWISE #11 g0" 78" 69" 62" Description: BEJ BUILDING EXPANSION JOINT DWG DRAWING GT GIRDER TRUSS LLH LONG LEG HORIZONTAL SL SNOW LOAD U/S UNDERSIDE GL GRID LINE LLV LONG �EG VERTICAL OC ON CENTER SPEC SPECIFICATIONS , N-::::,..�;�:.;-�ti" - OPENING IN FLOOR/ROOF CA CAISSON EF EACH FACE GYP BD GYPSUM BOARD OPP OPPOSITE STAG STAGGERED VERT VERTICAL NOTES: CIP CAST IN PLACE EW EACH WAY GLB GLULAM BEAM OH OPPOSITE HAND STD STANDARD VIF VERIFY IN FIELD 1. CLASS "A° SPLICE sL0.8 d G EN ERAL NQTES SC � CENTERLINE E EAST HT HIP TRUSS OD OUTSIDE DIAMETER STC STEEL ' WWF WELDED WIRE FABRIC CLASS ��Bn SPLICE _Q1.0 d .. --�-��-° '-��µ�""� — RECESS IN S�AB DECK DETAILS CLASS C SPLICE —Q1.3 d " - STEP IN SLAB 2. REINFORCING BARS N SLABS AND WALLS SHALL HAVE A ' a YIELD STRENGTH OF 6Q KSL A FULL MECHANICAL CONNECTION � �, OR FUL� WELDED SPLICE MAY BE SUBSTITUTED FOR LAP — STEEL MOMENT CONNECTION `= SPLICES. ALL SPLICES �HALL DEVELOP W TENSION OR �� Scale: Sheet No: � COMPRESSION AT LEAST 125 PERCENT OF THE SPECIFIED � - STEEL ROOF DECK OR No Scale YIELD STRENGTH f'y OF THE BAR. SUBMIT ANY SUBSTITUTION � COMPOSITE FLOOR DECK SPAN TO THE ENGINEER FOR APPROVAL. Job Number. — BEAM w/ CRANK CONNECTION � 1 . 1 602� �.,� � ; ,� .��. �., ��, , . � `�; _ ,, . e�a � � � . r ..� , , . . . , �'" . ;; P05T SEE PLAN Studio NYL >:. � 1 �:�;�� .: � -� Structural Engineers �;: ::,. ,,.: ;;. � : ROUGH OPENING 5370 Manhattan Circle#200 OF STUDS SEE SIMPSON PBS44A FOR 4x4 � WHERE APPLICABLE) # � PBS66 FOR 6x6 POSTS -1 Boulder, Colorado A r�h I t e �t u r e ! SPLICE BARS PER GSN F R A M I N G P L A N S) 8 0 3 0 3 , REFER TO ARCH FOR GRADE VARIES P 3o3.55s.3�45 1457A South Pearl Street , OPENING SIZE HOLDOWN (RE: 2/S-0.3) SEE PLAN�-�==�� L J °:"�<<µ�m 303.440.8536 Denver, Colorado 80210 : ' 2��CLR w.studionyl.com ..,; , 303.759.9660 ` �i�„� ALL THREAD W,/ (2) 9"� FORM ABOVE FOOTING infoC�seangarrett.com . NUTS EMBEDDED 12 INTO W/SONNETUBE FORM www.seangarrett.com CONCRETE. TIGHTEN NUTS (4) #4 AGAINST EACH OTHER TO #3 STIRRUPS � 10"OC ArchitecUEngineer Stamp: ! CONCRETE WA�L PREVENT THE NUTS FROM COMING OFF. � ...�.:... ... :; U ,,- ° 90 DEG BEND . < � ' M ' B F �,\���\\��11H1}1ii�rl'�It�`��«(iFi, CONCRETE WALL �.D� � �' ; , : 1'-4" 48" BELOW GRADE \��O`' �,�.t,,���''� , �'•� x 3�, ANCHOR BOLT @ ��'' '� � � ; �' S�3�o��, _ 90 DEG BEND �� 25k HELICAL PIER _ � ��� � � 32 OC TYP ALL EXTERIOR ,• WALLS & INTERIOR SHEAR �� . �L ': SPLICE BARS PER GSN WALLS '�ir� ���.� � �� ' �i�i�,,,�,t�.,yb:����� (2) #5 EF EITHER SIDE OF CONCRETE STEM � OPENING WALL : #4 36"LONG AT EA . , CORNER WALL FOOTING ,... .... 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WOOD BEAM FLOOR SHEATHING � � � SIMPSON CS20 STRAP w 10 LOAD FROM ABOVE � � FOUNDATION� 8d INTO TOP PLATE � ACH , WALL STUD rtti � � CENTERLINE OF CONSTRUCTION JOWT. SIDE OF BEAM POCKET .rr,.. � � 00 � LOCATE IN MIDDLE THIRD OF SPAN & � ' BUILT-UP SOLID NOTES: SUBMIT A�L PROPOSED CONSTRUCTION FOUNDATION BRACKET AS �� �%<%~� WOOD POST 1. PLAN DIMINSIONS OF SQUASH � — - POUR 2 POUR 1 ^ O - JOINT LOCATIONS T0 STRUCTURAL DESIGNED BY HELICAL' PIER ' WALL SILL PLATE BLOCK TO MATCH OR EXCEED PLAN �1,_ � �; ENGINEER FOR REVIEW & APPROVAL CONTRACTOR DIMENSIONS OF COLUMN ABOVE TWO WEEKS PRIOR TO POURING FOUNDATION� n , � Q CONCRETE FOOTING `�' � � � � Q f' �— � J . . . . . � � .� . . . . . . . . . . . . . . . .. . . � �}5: i . . � . .. \ � .. . . . . . ° `�,3 DOUBLE CONTINUOUS '� , � O 2x HORIZ KEYS C� 12 OC VERT 25k HELICAL PIER ° ° f,. WOOD TOP PLATE � I-JOIST BLOCKING � �( �...� ° , ° f ?> ' ; OR RIM BOARD 5°. ; ° BUILT-UP OR SOLID POST. ; t , , SQUASH BLOCK K� J SEE FRAMING PLAN , r f { ; ` — f ' f DOUB�E TOP � Q HORIZONTAL REINFORCING CONT � , < ,' fs PLATE � THROUGH JOINT C� TYP I� �.... ..,. � MIN (6) 16d EACH � I KING STUD T0 BEAM ;; � ` _ �_ _� ' / � > ' F.;.r: WOOD STU D ,�� n , SQUASH BLOCKS �tr DOUBLE TOP PLATE �P�� � � w_. � GRADE BEAM/FOUNDATION WALL . — CONSTRUCTION JOINT DETAIL {TYP) TYPICAL HELICAL PIER AT {E) FOUNDATION TYPICAL BEAM TO STUD WALL SQUASH BLOCK DETAIL � -_ 5 SCALE:3/4":1'-0" � SCALE:1/2":1'-0" 7 SCALE:1":1'-0" � SCALE:NTS Limits of Use: ' , These documents are instruments of the ' ' Architect's professional service,shall remain the property of the Architect, and are for the sole use and benefit of the Owner.They shall not be , used by any other person or entity without prior written co�sent of the Architect. Unauthorized use of these documents, in whole or part, shall GAP: PER TJI not create a contractual relationship with or MANUFACTURER cause of action in favor of any third parry against either the Architect or the Owner. �� Phase: �C�NSTRUCTICaN ADDITIONAL STUD DOCU M ENTS ' FOR SHEETROCK HOLDOWN EITHER CORNER NAIL SPACING ADDITIONAL STUD HOLDOWN EITHER CORNER PER PLANS MARK NAI� HOLD DOWN COMMENTS FOR SHEETROCK PER PLANS ' SIZE EDGE INTERMEDIATE 03.21.20ob Permit WEB STIFFENER EACH SIDE (1� ; SW1 1 Qd 3° 6" SIMPSON HD8A 04.26.2006 For Construction ,� 2 05.16.2006 Helical Pier Revisions . . . .. . . . <. 3 .. ,, . . . . . � . . . . . � . . . : :4 r` �,4 ;� SW2 10d 6�� 6�� SIMPSON HD2A `°� � HOLDOWN EITHER CORNER fr; .. � � PER �� �� SHEATH BOTH SIDES . � ,- SW3 10d 3 6 SIMPSON HD15 ; ' � ' HOLDOWN EITHER CORNER PLANS PROV�oE sxs ar ENOs OF WALL , PER NO. DATE: DESCRIPTION: :M,�,, . PLANS TIGHT FIT .. . ��M . . � . . . . . � � . � . . � . . . . . . . .. . . � . . . . � � . � . � . (2) STUDS -� NOTES: Issued for: � 1. ALL WALLS SHALL BE FRAMED WITH 2" NOMINAL a` Description: SINGLE STUD TO (2) STUDS (MIN) FRAMING WITH MAXIMUM SPACING OF 16" O.C. R��,E�ED �T 2. NAILS AT BOTTOM PLATE OF WALL (BASE DOUBLE STUD �f SINGLE STUD ' CONNECTION} SHALL BE 16d COMMON. TO DOUBLE STUD ;« (1) WEB STIFFENER MATERIAL SHALL BE SHEATHING MEETING THE ,J�}�J 1 2da� TYPI�AL DETAILS ' REQUIREMENTS OF PS 1 OR PS 2 W/ FACE GRAIN PARALLEL TO w�.� LONG AXIS ' \ COLORADO INSPECTION �.,. �GENCY a Scale: Sheet No: = As N oted � TJI WEB'STIFFENER ATTACHMENT SHEAR WALL NAILING SCHEDULE ' Job Number: 2x4 WALL CORNER (TYP) ,�O 2x6 WALL CORNER (TYP) ` � SCALE:3":1'-0" SCALE:3":1'-0° 1 1 SCALE:3":1'-0" 12 SCALE:NO SCALE 1 . 6027 � . . . . .. . . . . � .. . . . . .. � � �� . . . . . � . . . � . � . � � � � . �.. � .. � . .. . . � � . � . � � . . . , . . ... . � . � . . � .. . . . . . . .. ..r . iy . . . � � � . . . . . . . . . . . . .. � . � . . � � . ,:. ::., . . . . . . . . :. ...: � �. . . . . . . . . . . .. . � . � � � � � � . . . � � � . � . . . . . . ..... ..' � . . . . � � ��'1 BEARING WALL HEADER SCHEDULE 2X P�ATE Ho5 oR Ho8 Ho5 oR Has — . .: -:� ; :. �; CONT HEADER .... «. LVL BEAM Studio NYL ���� ,, ` ;.. TOE NAIL TO ' n 7 ° .;;r%� �� ;,:, > HEM FIR #2 # OF BRG p�ATE W 16d � � PR � � ANCHOR BOLT Structural Engineers s., � . ; ..,..., . SPAN ' LVL HEADERS LSL HEADERS / ;. FOR HD5 OR HD8 • DIMENSIONED LUMBER STUDS » 537D Manhattan Circle#200 C�D6 EA SIDE :: RESPECTIVE�Y (14" Boulder, Colorado A r�h I t� ��u �e 3'_p" (2) 2x8 OR (3) 2x6 (2) 1�/4x5X� OR (3) 1�'4x5Nz (2) 1�'4x5Nz OR (3) 1�Y4x5Xz 1 COUNTERSUNK NUT EMBEDMENT FOR EMBEDED ao3a3 � C�D BOTTOM OF LVL 4'-0" (2) 2x10 OR (3) 2x8 (2) 1�/4x53� OR (3) 1�Y4x57� (2) 1�'4x5Y� OR (3) 1�/4x51� � (2) 2x TOP PLATE BOLT OR 8" EMBED FCR P 3o3.55s.31a5 1457A South Pearl Street EPDXY BOLT) 5'-0" (2) 2x12 OR (3) 2x10 (2) 13Yax5kz OR (3) 1�4x5ki (2) 13/4x7Y4 OR (3) 1�'ax5Yz 2 F 303.440.8536 # OF WIND STUDS Denver, Colorado 80210 6'-0'� N/A (2) 1�Y4x7Y4 OR (3) 13Y4x7Ya (2) 13/4x7Y4 OR (3) 13/4x7Y4 2 EACH 51DE OF i www.studionyl.com 303.759.9b60 OPENING EQUALS ' 7'-0" N/A (2) 1 Y4x�Y4 OR (3) 1�Yax7Y4 (2) 1�/4x9Y4 OR (3) 13/4x9Y4 2 ONE HALF THE # OF CIP WALL info@seangarrett.com S'-0" N/A (2) 1�4x9Y4 OR (3) 1�Yax9Ya (2) 1�/4x9Y4 OR (3) 1�/4x9Y4 2 STUDS INTERRUPTED www.seangarrett.com BY THE OPENING 9'-0" N�A (2� 13/4x11y4 OR (3) 1�'4x9Y4 (2� 13/4x11y4 OR (3� 13/4x9y2 3 ' AT LVL BEAM AT CONC WALL A�chitect/EngineerStamp: BEARING STUDS EA 10'-0�� , N/A (2) 1�4x11�i� OR (3) 1�4x93�z �2) 1�'ax11�i� OR (3) 1�'ax11Y4 3 SIDE OF OPENING '(QUANT AS PER NOTE: SEE GSN FOR SHEATHING SCHEDULE) HD5 OR HDB, OR AND NAILING REQUIREMENTS OPEN I NG ' \\�W�����,��..::.........k HD5 OR HD8 ALTERNATE FLOOR TO FLOOR STRAPPING MSTC40 *��� qQ F�� � : N ON- BEARI N G WALL H EADER SCH EDU LE IF HD8 HOLDOWN AT EDGE NAILING (BOUNDARY) `�`O��.�.���� ",, FOUNDATION, OR MSTC23 IF �' t t� ::� HD5 HOLDOWN AT FLOOR SHEATHING ... ;;;. ,,.,, :.. 'v �w��23�a6 �' HEM FIR #2 # OF BRG FOUNDATION INTERMEDIATE NAILING :: k.:,, ..... ^ � ���� � SPAN LVL HEADERS LSL HEADERS ,:... ;:"'�'�::r.x � ,�... :.���, . .o � � � ... DIMENSIONED LUMBER STUDS .. ... ;:: . � =� �., .;:.;.. ""j.:�:,.�;r, .. �..:�::::x..:... �� ` ...`;,z;:::;;.. �i �,',+� ';: ..•., �s` .,l M... 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NOT TO BE USED WITH HEADERS SUPPORTING POINT LOADS. 2. HEADERS AND BEAMS SHOWN ON PLAN SHALL GOVERN OVER HEADER SCHEDULE. NOTE: REFER TO GENERAL NOTES FOR SHEATHING AND NAILING INFORMATION � HEADER SCHEDULE SHEAR WALL BOUNDARY ELEMENTS {HOLDDOWNS} FL�OR & RQ4F SHEATHING ATTACHMENT � 1 SCALE:NTS � SCALE:1"=1'-0" � SCALE:NTS ' � � ' V l / Y W •� BACKER BLOCK: INSTALL TIGHT TO TOP Q I� DOUBLE CONTINUOUS WOOD NOTE: FLANGE (TIGHT TO BOTTOM FLANGE WITH � � TOP PLATE WITH TOP FLANGE HANGERS, FACE MOUNT HANGERS), BOTH SIDES OF WEB � SIMPSON H2.5 � PLATE TO BACKER BLOCK REQUIRED ONLY WITH SINGLE TJI JOISTS. ATTACH WITH TEN tJ� � � FOR DOWNWARD LOADS 10D (3") NAILS, CLINCHED WHEN POSSIBLE. v � � � STUD. SPACING TO MATCH EXCEEDING 250 LBS OR FOR , _ O --_.. - TRUSS SPACING (MIN) UPLIFT CONDITI�NS ,, TOP FLANGE HANGER � � � n1 WOOD CRIPPLE STUDS MICROLLAM LVL PARALLAM P5L OR V/ � � • '• . , .. TIMBERSTRAND LSL RIM BOARD � e � o � � FACE MOUNT HANGER � � O I o 2x SOLID FILLER � , DOUBLE I—JOIST BLOCKING AS REQUIRED � � U ,,...�.��,._ „ NAIL BLOCKING TO BEAM � 10d NAILS C�D 6 OC w MIN 16d @ 12" OC J WEB STIFFENERS � WOOD � .. � . � REQUIRED IF SIDES OF � STUDS ( . ; o ; WOOD I—JOIST HANGER DO NOT �'4' APA FLOOR ; . , e ; LATERALLY SUPPORT AT SHEATHING OR � I : � , e f LEAST 3/8 OF TJI APPROVED EQUAL SEE ; �� . . ; ; .; � � I . �:, ° JOIST TOP FLANGE SPECIFICATIONS , e } - - - - -� - - � I SIMPSON H2.5 C�A HEADER. SPACING ' , � � •. ,5 � I .' TO MATCH ROOF JOIST SPACING (MIN) } ° ; ;� � . � � � ` I.,. jf , � WOOD HEADER. SEE FRAMING PLAN ° � . , .. •. � � FOR SIZE OR HEADER SCHEDULE :. ° : : r . I � � ' � � SIMPSON CS20 STRAP w/ (8) 8d ° �- NAILS INTO BEAM AND 8 8d NAILS 4 � I INTO TRIMMERS/ P05T � EACH SIDE FILLER BLOCK: NAI� WITH lEN ' SIMPSON FLOOR JOISTS SEE OF BEAM TO POST � BEAM SPANS 10D (3") NAILS, CLINCHED. %"° ITT2.1/11.88 FOR TJI 210 FRAMING PLAN � , 10'-0" AND GREATER USE TEN 16D (3Yz°) NAILS �'' ITT3.51188 FOR TJI 360 USE WEB BLOCKING � FROM EACH SIDE WITH BEAM SEE FLOOR WHEN HANGER IS NOT � TRIMMER. SEE TYPICAL DETAIL (6) 16d @ ' TJI/PRO 550 JOISTS. FRAMING PLAN , FULL HEIGHT KING STUD TO GREATER THAN 16'-0" HEADER ' TYPICAL STRAPPING BEARING (ROOF ONLY) TYPICAL TJI BL�CKING TJI TO RIM BOARD TJI T(� BEAM DETAIL �imits of Use: ' 4 SCALE:1":1'-0" 5 SCALE:1":1'-0" � SCALE:NTS 7 SCALE:1"=1'-0" These documents are instruments of the Architect's professional service,shall remain the , property of the Architect, and are for the sole ' ' use and benefit of the Owner.They shall not be used by any other person or entity without prior ' written consent of the Architect. Unauthorized use of these documents, in whole or part, shall ' PARTITION DOUBLE PLATE not create a contractual relationship with or , `,,, cause of action in favor of any third party ' , against either the Architect or the Owner. `+ Phase: : CC�NSTRUCTIUN EXTERIOR WALL WOOC STUD ° e DO�U M ENTS SHEATHING PER WALL SILL , PLAN/SCHEDULE e .;�' FLOOR PANEL EDGE NAILING ALONG WALL PER PLAN BLOCKING 03.21.2006 Permit NAIL RIM JOIST EXTERIOR WALL ' 1Y4� LSL WALL DOUBLE PLATE WOOD NAIL WALL- T0 RIM BLOCKING 04.2b.2006 For Construction ...., ���� SHEATHING PER � ... , � �� '� COLUMN FLOOR SHEATHING �� ���"��" PLAN SCHEDULE " "� ' ''� PER PLAN � RIM JOIST ALONG WALL — DOUBLE r,,, � e = RIM C�D POST/MULTI STUD LOCATION f . WALL PANE� e ;' EDGE NAILING FLOOR SHEATHING PER PLAN , ' NAIL RIM JST �. r- ,' , TO SILL - . ...... :.� ` NO. DATE DESCRIPTION: .::�. . " � .,.,,....,�`''° FUL� DEPTH v.��: FLOOR JOIST PER ,.'`�' BLOCKING BETWEEN PLAN FASTEN TO Issued for: ' FLOOR JOIST PER JOIST TYP. TOE NAIL WALL TOP Description: PLAN: � TO SILL ��jC `� BEARING WALL NAIL RIM JOIST R��I�IBVL� � i TO WALL ----°� WALL STUD DOUBLE TOP GYP. 80ARD PER ARCH. FLQOR JOIST PER PLAN � .., •,-' ..;..,�r ' FULL DEPTH BLOCKING J(.1� � �066 TYPICAL DETAILS , WALL PANEL 48" INTO DIAPHRAGM EDGE NAILING WOOD COLUMN NAIL DOUBLE ToP co�oRaoo iNSPECTia►v TOGETHER FlGEl�GY ..,�,,-'' Scale: Sheet No: As N oted � � k. � . ��.. . . . . � � . . . . . . . � . � . � . . . .. . . . . � . � . . . � � . . � . � . . . . �. . Job Number: P PLATE INTER E TIDNS INTERIQR BEARING WALL JOIST PARALLEL TO EXTERIOR BEARING WALL S 1 . � 8 JOIST TO EXTERIOR BEARING WALL 9 TYPICAL TO S C ,�O ,� ,� L O�� SCALE:1�,:1'_0" SCALE:NTS SCALE:3/4":1'-0" SCALE:1"=1'-0" �� _ _ . _. , _ . __ _ _ ..___.. �., . _� � ____ �__.. _ _. _ - _ _., ____._.___�.�. _. �. - � _____ a.��-_ ,=- _ . , _ , ..r _ _ �,��:...�:;�. , : ,< . ..:.. �, _ `� � �ea . .. : . _ . :.: ,, :..., Studio NYL ;�, � . . . . . . ., . . . . . . . � � . . . . . . . . . . � . � � � .. . . . . . � . . �. � ��::�.�� r%�� . �. . �; .. : Structural Engineers :::; . .;:- �. .<:. .;::-, \ 3 �/2�� 3 1/2° 5370 Manhattan Circle#200 ' , .— Boulder, Colorado �1 �+1 I I �� � l.VI 1 � � 80303 P sos.sss.a�a5 1457A South Pearl Street o F Sos.44o.ssss Denver, Colorado 80210 . THROUGH BOLT TIMBER 2x SOLID FILLER BLOCKING www.studionyl.com 303.759.96b0 _ BLOCKING TO BEAM W/ 3�"� AS REQUIRED FASTEN BOLDS AT 16" ON CENTER BLOCKING TO BEAM w/ (2) N „ infoC�seangarrett.com WHERE FACE OF BEAM IS ROWS OF HILTI X-EDNI SHOT � - 1 �s, www.seangarrett.com EXPOSED. PINS � 12" OC (2) ROWS OF HILTI X-EDNI ,� COORD WITH ARCH. SHOT PINS � 12'� OC Architect/Engineer 5tamp: ... .... ................. .. . ,...- .:: .,-,�-�-. :- SEE PLAN FOR -...........�,�.�._.�-,. .: . _ , ... ... :. "" � �:: f COLUMN SIZE z --.�. `°. f t ` 0 f5 ' � � WOOD TOP'PLATE � '' ( `' Cs ;t ; � � ; . W `����'�itt►Ifi�rNUr,, ff� € ' I ,`, I I � � ����0_�OQ�� ��',ii�!/ ; t r`: TS4x4 , � � � z � �� � � �� � C��' �� s f �,4,� BASE PLT � � ;� �„ � _ � �v ���3�0��'� . ... � � CONC WALL CONC WALL . ; � 3��:� � � R BELOW BELOW � -- � � TIMBER BLOCKING 2x OR TJI BLOCKING N " " � 8 8 d. 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BEVELED BLOCKING � Q RE: ARCH DETAILS �Y4� APA SHEATHING � � , � � , ;' p p ; M O 1'-2" �` � W ( , � (2) Y2��R� THRU BOLTS ; ,r+ , ��, p p �� , '<: 3x10 FASCIA RE: ARCH � { , � � PER LVL BEARING � ,` ; 1 AT COLUMN ` ` , :-� 2x6 RAKE BOARD � . . .f j� . r . . . . . . , �� ,r f �s o o RIDGE BEAM SEE PLAN �24"OC -J : `. , N � ;, ,t 2'6 ,t �'� f RAFTERS SEE P�AN � � Q = j, ! t ; � '( 3• f:l ` �" ` I � �" � ` � f f r � 2x B�OCKING C� EA RAFTER li Ya� STEEL SADDLE _ ,` ,z ,; s � � � ) � o N : , f ; 2 2X OR TJI � � � i SIMPSON H2.5 / RAFTERS AS PER PLAN � o I o = . / ;� SIMPSON LSSU HANGERS TYP M .•.: , LVL BEAMS BLOCK TJI AS PER DETAIL 11/S1.2 \ � ' J HEADER OR STUD I I WAL� RE: PLAN �' 2x BLOCKING � EA RAFTER rI1 . �JJ y4� NOTE: SOME SADDLE �/� TS4x4 GEOMETRIES VARY SIMPSON H2.5 TYP C♦ ` (SEE PLAN) � � , . _ � STEEL COLUMN SUPPORTING LVL BEAM TYPICAL E D PARAL TYPICAL RIDGE DETAIL TYPICAL EAVE DETAIL PERPENDICULAR u ., .` 5 SCALE:1"=1'-0„ S � . ��_1'-0" 7 SCALE:1"=1'-0" � SCALE:1"=1'-Q�� > , Limits of Use: k'�.` � WALL SHTHG PER PLAN These documents are instruments ofthe 2x6 C� 16" OC W� }�° APA � EXT STUD WALL Architect's professional service,shall remain the , STRUCTURAL I SHEATHING �"�Sx � � 32" OC NOTES WALL SHTHG property of the Architect, and are for the sole CONTINUES PAST DECK 3 LEDGER FLOOR SHTHG use and benefit of the Owner.They shall not be PER PLAN used by any other person or entity without prior , STONE VENEER NAIL SILL PLT TO BEAM written consent of the Architect. Unauthorized RE: ARCH use of these documents, in whole or part,shall , W/.131°dx3° NAILS �4"�C ' FLOOR FRAMING not create a contractual relationship with or (2� #5 T&B ' PER PLAN cause of action in favor of any third party PANEL EDGE NAILING .�.� .... -.-°�`°�-. against either the Architect or the Owne�. �4 APA T&G • • ...., � .�� 5;; Phase: ........; ..... ,: CONSTRUCTION ,_M, COLUMN CL f ` / G�,�Nc��o� �s �,�o � f :. DOCUMENTS FSS �H t�H i s IJo7 Sc�o�'CZ-'r ° F :: ::. ; _ °•'°"=� 03.21.2006 Permit ,,. . y FITTED STIFF PLT BEAM-SEE PLAN �b W�TI� 1��,�C4y� , SIMPSON LU210 JST RIM BOARD OR BLOCKING NAIL TO 5f s. GROUT POCKET AFTER , Y4" EACH SIDE HANGER EA JST WALL TOP PLT W/ .131"Ox3° 04.26.2006 For Construction BEAM 1S SET � � L,t�. +��1 Tf�1��1�1�I �OG?'tN! LOPE JST Y4�� PER FT �� �! NAILS C�6 OC TJI BLOCKING NOT 2 05.16.2006 Helical Pier Revisions W-BEAM 'P�{�- y�',,,,N41AN�C-,�...• LEDGER BOARD NAIL TO ALLOWED SO DECK RIM MAY BE 1" GROUT RIM W/(3) .162"0x31�Z�� NAILS NAILED INTO SOLID LUMBER TJI (TYP) SPACE VERT ROWS C�D6"�C (2) �'4'� HILTI HIT HY150 � CAP PLT �'4„ TO MATCH 2x10 DECK FRAMING SEE PLAN EPDXY BOLTS WITH DOUBLE LARGER OF 1. BEAM bf OR NUT FOR ADJUSTMENT 2x10 LEDGER BOARD ANCHOR 2. COL WIDTH +Y2" NO. DATE: DESCRIPTION: TO WALL W/ �'a� HILTI HIT HY150 , ; W/ 6" EM BED Cs�12"OC , r: BF SEE PLAN °� CONCRETE Issued for: .. . „ ....: ; W �� £`<, WALL� 51MILARRY Description: � (2) #5 BARS 36 BEYOND EA I I f ; o SIDE OF BEAM POCKET (AT • (2) 3/4'� ASTM � � � WITH � WINDOW WELL EXTEND BARS �� A-325 BOLTS ITY20 OLT EV��VVED �Y _ �� c� 25k HELICAL PIER ; � � „ ' c� 48 BEYOND WINDOW WELL W. , C � � �s SIMPSON LU310 JST TYPI�AL �ETAILS k MIN DEPTH OF CONCRETE I I HANGER EA JST �JUN � �OQ6 4° ' ABOVE WINDOW WELL OF 24") SLOPE JST AS PER ARCH , TS4x4 2x10 LEDGER BOARD ANCHOR a ., COLORADO INSPECTlON , TD WALL W/ �4 HILTI HIT HY150 AGENCY Scale: Sheet Na ` m W/ 6" EMBED C�12"OC As Noted Job Number: TYPICAL STEEL BEAM POCKET TYPICAL FOOTING COLUMN-BEAM CONNECTION TYPICAL LEDGER DETAIL S �I . 4 , � SCALE:1"=1'-0" �O SCALE:1"=1'-J" � � SCALE:1"=1'-0" �2 SCALE:1"=1'-Q" �0�� E;�� � „ _ _ __ _ _ ..,,.. _ _ ._--------- _ _ � �, ,,. _ ` ; ,_ _ :. . `` ;. ,;. , 18 —8/q. 11 —0 11 —0 13 —7/g ; 10'-63/4" ' 14,-4y4,� 14'_93�4., � 3 ,. � „ � „ � 5 ,� � � ea � �� : .::. ... _ . : : . . , . . . . . . � � . � . . . .. . . � � � . � . .. . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . f�� . ..���A. . . . e Studio NYL � � ����� 5tructural Engineers ` � `�� , `�� `�� .... .. 5370 Manhattan Circle#200 � � ' Boulder, Colorado �1 �1 1 I�� ��V1 1 � � 80303 P sos.sss.3�45 1457A South Pearl Street ` ` _ F 303.a40.8�36 Denver, Colorado 80210 HE�ICAL PIER 25K � www.studion I cflm ; � CA� (TYP) � y� 303J59.9660 cO .. -� infoC�sean arrett.com 0 8 „STEM WA�L W/#5 C� °' , www.seangarrett.com r 12 OC VERT _ #4 � 18°OC HORIZ Architect/Engineer Stamp: �' co , I � ' - , `r i- 1 � 1 1 ��t+�v ' „ �►�a��w���,,, `[al `�J `�J s �❑ `❑� *\\�����pQ R�Gd'+�,,,�,�,, , rn� s.� ` O ,�.6,� � ; _ � w �� . o ~ � c, -o ��jr,z3.o� � � ❑ ❑ _ � � � �` — :���;� r HELICAL PIER 25K -� BEARING WALL ABOVE _ � ` � \ � �, , ° �j , , � � �w` f! i �:��� 5�-03 �� I CAP (TYP) �n NEW RC STEMWALL TOP OF WALL STEP � �y`i�irin,�r,��,:�,��'� �4 o, (TYPI RE: ARCH FOR T. WALL _I , 0 � � (E) FOUNDATION (TYP) � 13' 5 ° 5'-11„ 5,_�5 ,. � : _ Y2 �8 , ..�x' N I �� � _ TS4x4xY4 TS4x4xY4 I �o n 1 r�� � _¢ V/ O � Q ( S1.4 � � � >� I 2x LEDGER TYP � 'i� r � � ��� I � , TOP OF WALL STEP � n 1 RE: ARCH FOR - \�/ I T. WALL I � 1 . " � � � � 11� TJI 210 I � • � � 16OC I 4'-93�8�� 5'-03�4�� � , I a � . > c i i � � � � �A � I d- � � �j �Q ss., rrP � � I � `O � d � 3 � � � � � i� � � � • — O ; � w , Q � � � � _ d- � � �I 3 ' " GRADE BEAM TYP TOP OF WALL STEP I �d- `n n1 ' N 4 —0 ,� � ) . � � ALIGN I W � � � I RE. ARCH FOR c� � REPLACE (E) COLUMN W/ 3 � X5 � � EDGES �o � � PIPE OR 3Yz,�tb STD PIPE T. WALL I r, HELICAL PIER 25K M O > � CAP (TYP) � W O' (E) 2'-8"x2'-8" FOOTING � 1'-9y2�� o EXPAND FOOTING TO 4�-0°x4�—D'� 1 � � 8 ` � � ' o� d- � siM s�.2 `'� � � � s3., �� I I � Q �,.� NEW 3„0 STD PIPE � �' :.' _� . �� 11�ifi TJI 21 I o � (� � sa.� siM 2 -8 GEOTECH TO INVESTIGATE E CONDITI�NS C�D 16 OC _ ��./ � I I � IN OPEN PIT TO VERFIY IFCPAD FOOTING IS -� `'� - - - - - - - — - - - - - - - - - - - - - - - - - ACCEPTABLE . °° cv \ � GEOTECH SHOULD VERFIY BEARING I I /7 PRESSURE & SUBti�1T TO EOR FOR REVIEW ALIGN � sN PRIOR TO SUPPLEMENTING FOUNDATION VERIFY DIMS ' ,`5 5,_9„ 9,_53�4,� EDGES �� W/ARCH � 5 10 � � s3.� � �� - 8 —g�� �.z � � � CONCRETE PILASTER WI (3) #5 VERTICA�LY EA CONCRETE PILASTER (4) #5 VERT. 1 -9y2 'c�i FACE W� #3 TIES #10 OC DOWEL #5 BARS INTO W/ HORIZ TIES TO MATCH WALL � I � (E) FOOTING W/ HILTI HIT HY-150 W/5'� EMBED (4) 2x4 (4) 2x4 � - - - - - - - - - - - - - - - - - - - - - - - . _ - - - RE: ARCH FOR PILASTER TAPER — - — — — — — - r1 1 � ., ,,. (E) RETAINING WALL VERIFY DIMEN5I�NS 1N FIELD "' '' "� B x d- 6'-63�4�. 6'_�03�4�. 3'-0° s�.z siM � ''�,� , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — LimitsofUse: E — ' , ' ' 20�-3yq.° 5'-9�� These documents are instruments of the Architect's professional service,shall remain the s property of the Architect, and are for the sole ' s�.� use and benefit of the Owner.They shall not be CONCRETE PILASTER W/ (3) #5 VERTICALLY EA used by any other person or entiry without prior - FACE W/ #3 TIES #10°oc oowE� #5 BaRS iNTO FOUNDATION NOTES: VERIFY CRITERIA Written consent of the Architect. Unauthorized �� Use of these documents, in whole or part, shall (E) FOOTING W/ HILTI HIT HY-150 W/5 EMBED W/ GEOTECH ' RE: ARCH FOR PILASTER TAPER 1. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL not create a contractual relationship with or , (E� RETAINING WALL VERIFY DIMENSIONS IN FIELD DRAWINGS. cause of action in favor of any third party 2. REFER TO ARCHITECTURAL DRAWINGS FOR TOP OF against either the Architect orthe Owner. , , ' , SLAB ELEVATIONS. Phase: , , 3. RE: ARCH FOR TOP OF WALL ELEVATI ON S AT SLAB CO I�I ST R U CTI�N ON GRADE DOOR THRESHOLDS TOP OF WALL IS , —5" T0 ADJACENT WALL DOCU M ENTS ' ' 4. PERIMETER BOTTOM OF FOOTING IS TYPICALLY 48" - BELOW GRADE OR 22" BELOW TOP OF INTERIOR � SLAB WHICHEVER IS DEEPER UNO. INTERIOR 03.21.2006 Permit ���V+�L � ����7� ���� FOOTINGS SHALL MATCH ELEVATION OF ADJACENT 04.26.2006 For Construction ' ' ��OVI��I/�+ft �{,C9C,,�Q,,,pp� a�J FOUNDATION IF COINCIDENT 2 05.16.Z006 Helical Pier Revisions �a'rr ki C1 , 5. SLAB ON GRADE SHALL BE 4" CONCRETE s°�� REINFORCED WITH 6x6 W2.1 xW2.1 WWF ON 4�� �� IMPORTED FILL. SEE SOILS REPORT FOR DETAILS. , ! 6. DEPTHS OF_ FOUNDATIONS ARE MINIMUMS. THE CONTRACTOR SHALL COORDINATE WITH THE No. �aTE: �ESC�iPTioN: FOUNDATION PLAN SOILS REPORT AND OTHER TRADES T0 VERIFY N � „ � �� IF THE DEPTHS ARE ADEQUATE FOR THE PROJECT (ssued for: SCALE:1/4 :1 —0 AND ADJUST ACCORDINGLY. Description: 7. PIPES, CONDUITS AND OTHER PENETRATIONS NOT SHOWN SHALL NOT PASS THROUGH CONCRE � WITHOUT PRIOR APPROVAL FROM STRUCTUR L ������`�E� �� FOUNDATION ENGINEER OF RECORD. PLAN 8. TYPICAL QETAILS ARE NOT CUT AT EVERY , LOCATION THEY OCCUR. IF A CONDITION I �E.1N 1 �006 � , UNCLEAR, CONTACT ARCHITECT IMMEDIATELY � BEFORE PROCEEDING. COLORADO 1(�SPECTION Scale: 5heet No: . , 9. SEE MECH, ELECT, AND CIVIL DRAWINGS FOR A�E�v�v As Noted � , SLEEVE LOCATIONS. ' ' 10. FOUNDATIONS HAVE BEEN DESIGNED BASED UPON ,lob Number. ARCHIVE DRAWING BEARING PRESSURES. A S� . V , G E O T E C H N I C A L I N V E S T I G A T I O N S H A L L T A K E P L A C E b O 2 7 ' DURING EXCAVATION AND DEMOLITION PRIOR T� , FOUNDATION CONSTRUCTION. �- __ . � LEDGER W/ (3) �'4'�� HILTI ,: _ :;.:� < ::, ,:;;, HIT HY20 ANCHORS ' 6x12 DF#1 2 _ , �.: ,Ne a � � . ... � — � .,�;;., : s�.� z ,, . � BP � s�.� BP �'�`� Studio NYL �....�' 1 ���� 8P BP BP BP BP BP 5tructural Engineers ....»`.� . ,. .. , �. , ,. � 6x12 DF#1 6x12 DF#1 -�r � 6x12 DF#1 5370 Manhattan Circle#200 ' ' _ Bo��de�, �o�o�do A r c h �t e ct u r e �. gp BP _ _ 80303 ' P so3.55s.s�45 1457A South Pearl Street N _ F 303.44o.s5ss Denver, Colorado 80210 0 o www.studionyl.cflm � �- � � I 303.759.9660 0 0 � .- „ CMU PIER BELOW �nfo@seangarrett.com o � ` � LEDGER W/ (3) �4 � HILTI www.sean arrett.com N X N N HIT HY20 ANCHORS 9 co `� � CMU PIER ,�_�... N ° EDGE OF NEW ° s RE: 9/S3.1 g P� Architect/En meer Stam , ° DECK ° 6x12 DF#1 � BP N N I sr.i BP � Q c� BP � — --- -- --- --- ----------J�-- ------ BP si.i _ � BP ltlitiiil7tb � 8x12 DF 1 � BP 6x12 DF � �����`\\\�p�R�g�/'+�ri���� � # #� L - J BP 6x12 DF#1 BP : 0 �,�.�. . � � BP ALIGN OUTSIDE FACE CONTINUOUS � � 23�'`�� .- � o c.� LEDGER W/ (3) �4"� H LTI c� � '� \��,� � _�� I W/ 6x12 (TYP) � BP � � � -° HIT HY20 ANCHGRS � �� �$ I � c° � ��c'' ,, � � LEDGER W/ (3) 3/4"sb HILTI � � �� � � `� ��H��rp !. ,;,n'�' iHIT HY20 ANCHORS � LEDGER W/ (3) �4'� HILTI � N � ii�li»r���,.,.�.�,. ° HIT HY20 ANCHORS o o ° 0 o SIMPSON N O � � N �2 ' LEDGER N LU28 (TYP) N � � s�.4 rn� RE: DTL 12/S1.4 (TYP) BEARING WALL � ABOVE (TYP) . .. T . . � � . . . . � . . � �p ------ --�L----------- -- — -----------°—�------------ — -- BP I O �."'�;,,,'�' ` .,� �..<°'� I N �i� I � - - : SW� � JL ♦ /1 � �1 J x gp � CD � TS4x4xY4 TS4x4xY4 � � ( � I CONTRACTOR TO VERIFY � � BE OW (TYP) L � BP U — � _ (E) HEADER CONFIG. �2) 2x10 DF#2 OR REPLACE W/ � � � � � � ) �� 6x6 FULL HEIGHT AT CORNER SPLICE � 6x12 DF#1 i � 2x10 DF 2 C� 16°OC 2 9Y4 LVL � � ( W/(2) SIMPSON LSTA21 STRAPS EA (� , 6x12 DF#1 � 2x10 F 2 � I � � SIDE WHERE POST CRANKS W � � 16 C � � ( ( ' ( r 6x12 DF 1 � , � I � 2x10 DF#2 C� 16��OC �- - - - - I � — — - - LEDGER W 3 3/4�� HILTI I � ....I • — � BP � � � ( 11 TJI 210 (� BLOCK PLYWOOD DIAPHRAGM � � � HIT HY20 ANCHORS \� ( C� 16 OC '� Ir � UNDER FIREP�ACE � _ � � �J o 6x6 FULL HEIGHT AT CORNER W � BP � � '"� �a,., r%I N SPLUICE W/(2) 51MPSON LSTA21 �/ � I`� ' � � �i� ( x STRAPS EA SIDE WHERE POST 1� � N � cn�� � CRANKS � � � CMU PIER �I co � RE: 9/S3.1 � � � �, � ^w . — �z � � i � (� I � I I HEADER OVER FIRE � � I PLACE AS PER LOAD � n , � � o NEW 3"� XS PIPE COL � BEARING HEADER I �1/ OR 33���� STD PIPE COL � � SCHEDULE � � '� O � BP NEW W10x45 CONT (E) 12°�TJI 35 W/ � � � � J o EDGE OF OVER COLUMNS NEW 1X� GYPCRETE I � BP � O N NEW DECK � SHORE (E) FRAMING � �- - - - - - - - -- - - - - - - � � r � i� � w.._� X � � - - -- - - SWl ,., � ❑ � � j -� � f...'.�.---_-� .�' i i� � � —J ,,� POSTS FOR RAILING ��-�. -� , BP �W ( BP — — RE:ARCH G C Q - - - - - -� � r� a NEW 3"0 STD I BP �� 6x12 F 1 � � cr� PIPE COLUMN I L E D G E R W/ (3) �4 c� H I L T I I � # � 6x12 DF#1 d- I ~ 11�i� TJI 21 I I HIT HY20 ANCHORS � - � N � � L I � C�P 16 OC � I � � � � � � � � 6x12 DF 1_� \ � a - - - - - �z � � I � T � - - - - - �1 o I � � Io o � � � IN � I ♦ � , ( �� ( �- - - - - - -� � o o � y ' ' � � � � 2x10 DF 2 (� 12"OC I � O2x4 ) 2x � � � I � � c.� � � , N �' BP BP I � — � L +— � � , W W , ..Z , � � Limits of Use: ' (E� RETAINING These documents are instruments of the ' WALL Architect's professional service,shall remain the � ' property of the Architect, and are for the sole , , ' use and benefit of the Owner.They shall not be ' used by any other person or entity without prior ; , OVERBUILDING MASONRY PILA TER ON CONCRETE OVERBUILDING MASONRY PILASTER ON CONCRETE written consent of the Architect. Unauthorized PILASTER AND (E� RETAININ WALL. DOWEL ALL PILASTER AND (E� RETAINING WALL. DOWEL ALL use ofthese documents, in whole or part, shall VERTICAL REINF. INTO (E) CON RETE W/ HILTI HIT VERTICAL REINF. INTO (E) CONCRETE W/ HILTI HIT FRAMING NOTES: not create a cont�actual relationship with or ' ' H 150 W/ 6" EMBED HY150 W� 6" EMBED cause of action in favor of any third party 'i ( against either the Architect or the Owner. 1. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL ' DRAWINGS. Phase: 2. TOP OF PLATE ELEVS AND UPPER FLOOR CONSTRUCTION ' SHEATHING IS AS PER ARCHITECTURAL �RawiNCS. DOCU M ENTS ' 3. TYPICAL DETAILS ARE NOT CUT AT EVERY � LOCATION THEY OCCUR. IF A C�NDITION IS . . , 03.21.2006 Permit UNCLEAR, CONTACT ARCHITECT IMMEDIATELY . , . BEFORE PROCEEDING. 04.26.2006 For Construction 4. COORDINATE ALL OPENINGS WITH .�-. ..�: ' ARCHITECTURAL, MECHANICAL, ELECTRICAL ( ' AND PLUMBING. REVIE�i�II 5. BP = BEAM POCKET IN CONCRETE WALL. ' SOLID GROUT AROUND BEAM ONCE �INED AND LEVELLED. �)UN 1 MAIN LEVEL PLAN 6. HOLD DOWNS AS PER SHEAR WALL SCHED LE. • ATE: DESCRIPTION: N � SCALE:1/4":1'-0° 7. (3) — 2X6 INDICATES 3 PIECES OF 2X6 A A for TRIMMER OR BEARING STUD PACK AT DO R O�o�oRa�o iNs AGENGY Description: � WINDOW LOCATIONS. KING STUDS ARE TO BE PLACED OUTSIDE OF TRIMMER OR BEARING ; STUD PACK AS PER TYPICAL DETAIL, WHICH SHOWS HOW MANY KING STUDS SHALL BE USED MAI N LEVEL PLAN FOR VARIOUS WIDTHS OF OPENING. (3) 2x6 � TRIMMER STUDS UNO. - I 8. WALLS ARE 2x6 � 16" OC TYPICALLY. , 9. SW DENOTES SHEAR WALLS HOLD DOWNS SHALL BE Scale: Sheet No: ! ; U N I T 'B' U N I T LOCATED AT ENDS OF WALLS AS PER SCHEDULE As Noted 'A' ON DRAWING S1.2 ' 10. ONLY EXISTING FRAMING SHOWN ON DRAWINGS Job Number: HAS BEEN DESIGNED FOR ADDITIONAL DEADLOAD �2 . 1 F R O M 1 J� G Y P C R E T E O V E R L A Y 6 V 2 7 . ____—.__ .,���_ ��,. - - _ ------------ ------- ---._.__�_ ---- ---------_--- — ' --- ------ �- � . � � . . ��, . . . . � �. . . . � . � . � . . . . . . . . . � . . . . . . . . . . � . . . . . .. . . . . . � . . . � � . . � . � . . � . � . . . . . ,F,>: , .`,,.y . ,.. zim,. � . I. � . � � , . . . . . � . . � . . � . .. . . . . . . . .� � . � � .. . . . . . . . . . . . . . . � � � � . � � . . � f � . . .� . ���.. .,...- - . . . . � . . . � � . � . �� � . . .. . . . : . . . . . . . � . � . . .� .. �:,,�r`,V�� � � . ,.. . . � �. . . . . . . . . . . . . � . . . . . . . . . . �� . . '. ...::.::.:., . .::::......:..... s .. .. J �' I . F � � 5tudio NYL �� , . . . , . . . . � . . . . � � . . .. .. . . . . . . ���.i� ..��� y � . .. QF � 8k�� OF � � 4k�p Structural Engineers >�, „�;., ..: � 8x�� sks Q OF#1 �F � l�X�� 4k6 pF�� �F ' . ... .:.:, :...:. :.. � , F#1 6�6 �F#1 �rX6 1 5370 Manhattan Circls#200 �1 �� I l.� ��Vl 1 � Sx12 DF#1 4x12 DF#1 803 3er, Colorado P sos.55s.s�a5 1457A South Pearl Street � F so3.�o.ss3s Denver, Colorado 80210 www.studionyl.com � 303J59.9660 info�seangarrett.com www.seangarrett.com ' 2 TRUSS � ' 3 TRU.r'7$ 2 ArchitecdEngineer Stamp: SCALE: 1":1'-0" SCALE: 1":1'-0" � �❑ \�`\`\`\`�,��,��Q u���„�,6 iii����i'/ �,O��.8.���*��il� ,r(�a�j�"�Z3'��.jr. �. KNEE BRACE _ ��� � �> I 2x10 � 16"OC �" _ w W% SIMPSON LU2fi : ,� � � TS4x4xY4 �EDGER (TYP) (4) 2x6 KI�GS •f/l���awi�. ����� 4x12 DF 1 BETWEEN VJINDOWS ��ri�,�,,�miU111"`�� TS4x4xY4 (TYP) � ( � � � ( EDGE OF NEW N BEARING WALL X I x -CONSTRUCTION ABOVE (TYP) ¢ I JL I � O — ------------- i�i%�'i'i`:�/�:/ '/f`1' � �.,.� �. � SW� y,% /� � ...., S1.3 . �,�''� \I% , ,., �,�''� �/ �,: RE: ARCH o � � ....k ,, � RE: ARCH �� �,.".; .. �� �o �,.a�'` � 8x8 DF#1 POST tO ,� � ''.� �°� .,..,.....,.,, / 1 — _ �� ...,. ,,r` ,., (TYP) � � �......... f, � , o ,`,.,> / . � r11 co ,. VJ N N� �,;. � ^ \ ,.,, ♦/ � / _ s � ... � •.. % W ~ ;.'` „ N /� ` • � , 8x12 DF 1 � � �.................,� ,�' O W , � � � a � �� v ,f���� .... ,.: �., 0 0 �F � �° � � � o � � SIMPSON WM310 �f '., ...,..,,.. �> � � � o x o (TYP) 51MPSON ' �` e ���. -:...., .. . _ ti � � ITT3511.88 ,�,,.�`� �.............., r� � ,�,. �, , Z 8x8 DF#1 RI GE Z 4x8 DF#1 RIDGE .,�`` � � o POST o POST �' � 8x12 DF#1 � ,``°' � � Q DN �,,.�`�� � --J � �- RIDGE BM �- � � -�`" (E) 6x6 POST M J a o o (E�..fl,2" TJI 35 (TYP) W S3.1 N U N / � � •- r- ✓�' � � U Ox0 l�i � � ,rr' ;.'" '^•.., �. n .. ° � 2 T&G LOCK (E) GLB !` (E) GLB� ;<;,.:...�� .� .� ��' .�,<� —� Q Q Q �f ° p DECK W/ 3/4� SW1 ��M�.��F � SHEATHING OVER � I > 8x12 DF 1 � 7 � � � 0 0� d" i-�- 51.3 � � N N M 8x8 DF#1 POST — — — � � � � � �T�') ^ nl �.Wi W ALIGN EDGE W/ V„/ EXTERIOR EDGE OF t n 2 BLDG 3 v I s2s sz.z C - � L J � (4) 2x4 NEW WALL BELOW � (4) 2x4 . � ::. - - - - — — - - �,a - - - � - - - - - - - - - - - - � R EV�E1�N , ' (E) BE RING WALL ❑ BELOW ��� � �QQ� Limits of Use: - - - These documents are instruments of the " REMOVE (E� POST BELOW & Architect's professional service,shall remain the i REPLACE W� 8x8 DF#2 COLORAA6ENCY�CTION property of the Architect, and are for the sole POST use and benefit of the Owner.They shall not be FRAM�N�i N�TES: used by any other person or entity without prior �' ' written consent of the Architect. Unautho�ized ' 1. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL use of these documents, in whole or part, shall -.«-� not create a contractual relationship with or � � DRAWINGS. — 2. TOP OF PLATE ELEVS AND UPPER FLOOR cause of action in favor of any third party ' � ~ SHEATHING IS AS PER ARCHITECTURAL againsteithertheArchitecto�theOwner. ' i.i . DRAWINGS. Phase: � , � 3� LOCATIONDTHEIYSOCCURNOIFCA CONDETIONYIS CONSTRU�TIQN UNCLEAR, CONTACT ARCHITECT IMMEDIATELY DOCU M ENTS BEFORE PROCEEDING. I 4. COORDINATE ALL OPENINGS WITH — — — — — — — — — ' ARCHITECTURAL, MECHANICAL, ELECTRICAL 03.21.2006 Permit , AND PLUMBING. 04.26.2006 For Construction � , 5. BP = BEAM POCKET IN CONCRETE WALL. ,`� SOLID GROUT AROUND BEAM ONCE LINED :� I AND LEVELLED. ' � 6. HOLD DOWNS AS PER SHEAR WALL SCHEDULE. 7. (3) — 2X6 INDICATES '3 PIECES OF 2X6 AS A TRIMMER OR BEARING STUD PACK AT DOOR OR , UPPER LEVEL PLAN I WINDOW LOCATIONS. KING STUDS ARE T0 BE No. aaTE: �ESCRiPTioN: N � „ . „ PLACED OUTSIDE OF TRIMMER OR BEARING Issued for: SCALE:1�4 :1 —0 STUD PACK AS PER TYPICAL DETAIL, WHICH Description: , I � SHOWS HOW MANY KING STUDS SHALL BE USED FOR VARIOUS WIDTHS OF OPENING. (3) 2x6 TRIMMER STUDS UNO. - - - - - - - - - - - - - - - - - - 8. WALLSARE2x6C� 16° OCTYPICALLY. UPPERLEVELPLAN 9. SW DENOTES SHEAR WALLS HOLD DOWNS SHALL BE , LOCATED AT ENDS OF WALLS AS PER SCHEDULE � , , I ON DRAWING S1.2 .� 10. ONLY EXISTING FRAMING SHOWN ON DRAWINGS ' � HAS BEEN DESIGNED FOR ADDITIONAL DEADLOAD - Scale: Sheet No: a - UNIT 'B' UNIT As Noted � ,A, FROM 1Yz» GYPCRETE OVERLAY Job Number: 6027 .�2 . 2 t _ :<. _ .. , - ea � � . ..::. : f _ . ..... : : .. a Studio NYL ;, � ����.�:� 5tructural Engineers ,.;, < �:: � � 5370 Manhattan Circle#200 � Bo��de�, �o�o�do A r c h �t e ct u r e � 80303 � P sos.ss$.s�45 1457A South Pearl Street ; F sos.�o.ssss Denver, Colorado 8�21Q www.studionyl.com 303J59.9660 ,: � info@seangarrett.com www.seangarrett.com Architect/Engineer Stamp: � ' � — — — — — — — — — — — — — — — — — — �\�1ti11�1UN1�4frr;�f��� ���`��\Q�Q��'1����f'"�ii� �O �d,�.�� 'C�"�i ;����,23,0� � _ ° 3�`� � � � r � ;.� � �._ �� . . � . � � . . . . . . � . � � � . . . � �. � � . � . . . . .. . . � . � � . � � � . . . � . . . . . . . . . � . . � /'%i�� �fVI�� ���h`�^�M1`� � . . PROVIDE HEADER OVER �irrn,��a,,,«,,,�<<s�; , EA WINDOW AS PER 2'-0" HEADER SCHEDULE I � — — — — — — — — - — — — — „ O — — - - - - - - - �=�T�� �`` ,- f (2) 16 TJI 21Q ♦ ^ , SW1 BLOCK SIM TO 5/S1.4 v ` s L �I 2x6 LADDER FRAMING � � s�.4 c� r � 24 OC NEW SKYLIGHT TO FIT � � I U BETWEEN (E) RAFTERS � I � , � � � .. �{ SIMPSON ° � ( e � ,` c� L8V2.1/16 N � s�.4 6x6 FULL HEIGHT AT :,; .,�~ � o � � CORNER � :;,{y N F. , .N Z ( , . (4) 2x6 THROUGH FIRE • — � 1, p � J -� L — —— � PLACE [� � > �r � ' � � J L BLOCK PLYWOOD DIAPHRAGM n � ' � io L �,'` THROUGH FIRE PLACE. HOLD �If , I � Q N � � O� ` 2'� CLEAR OF FLUE AS PER Q � NEW ROOF VENT � � .. v �, FIRE REQUIREMENTS � � I � m _ � OVER-BUILD (TYP) 51MPSON -�— r — — � � � N 7 � JUS3.56/14 � . : � 5,.4 � o . _ 2 14° LVL ° � � �, � ) r- 6x6 FULL HEIGHT AT � _ nl � I CORNER � Q � � I CS 18 STRAP AT EDGE 2x6. W � , � r � � BLOCK BETWEEN 16° TJI TO � � O � I � FASTEN M J � W 0 . r L (2) 16° TJI 210 � � (, � J � � BLOCK SIM TO 5/S1.4 . — '' ,� ;, �, J , SW1 � — � � , � � — — — — — — — — — — — SIMPSON � � � — — — — — LBV2.1/16 �� � — — — � � (E) ROOF TRUSSES TO BEAR � ON NEW BM V I � (E) RIDGE POST ABV _,.__ � (4) 2x4 (4) 2x4 � � � � � � � 22 'x5 ��PLT, — - - - - - - - - - - ' ' "" — �— 4 5 O I st� s�.� Limits of Use: - - - These documents are instruments of the ' ' I , Architect's professional service,shall remain the --- property of the Architect, and are for the sole ' � �E V I��IV�Q � I use and benefit of the Owner.They shall not be , used by any other person or entity without prior W, written consent of the Architect. Unauthorized � �E� RIDG� B use of these documents, in whole or part,shall ,���� 1 ����J not create a contractual relationship with or , cause of action in favor of any third party , � COLORADO lNSPECTION against either the Architect or the Owner. I AGENCY Phase: FRAMING NOTES: C�NSTRUCTION 1. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DOCU M ENTS I DRAWINGS. ' - - - - - - - - - I 2. TOP OF PLATE ELEVS AND UPPER FLOOR 03.21.2006 Permit SHEATHING IS AS PER ARCHITECTURAL �RAWINGS. 04.26.2006 For Construction �-- �^� � — — — — — — — — � 3. TYPICAL DETAILS ARE NOT CUT AT EVERY ; .� � ' LOCATION THEY OCCUR. IF A CONDITION IS .- � I UNCLEAR, CONTACT ARCHITECT IMMEDIATELY � �� I BEFORE PROCEEDING. , 4. COORDINATE ALL OPENINGS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL No. �aTE: �ESCRiPTioN: ROOF PLAN I AND PLUMBING. N � •• • ,� 5. BP = BEAM POCKET IN C(JNCRETE WALL. Issued for: SCALE:1/4 :1 —0 SOLID GROUT AROUND BEAM ONCE LINED Description: ' � AND LEVELLED. 6. HOLD DOWNS AS PER SHEAR WALL SCHEDU�E. - - - - - - - - - - - - - - - = - - 7. (3) — 2X6INDICATES3PIECESOF2X6ASA RO�FP�N TRIMMER OR BEARING STUD PACK AT DOOR OR WINDOW LOCATIONS. KING STUDS ARE TO BE ^ , PLACED OUTSIDE OF TRIMMER OR BEARING � STUD PACK AS PER TYPICAL DETAIL, WHICH . SHOWS HOW MANY KING STUDS SHALL BE USED 5cale: Sheet No: • UNIT 'B' UNIT FOR VARIOUS WIDTHS OF OPENING. (3) 2x6 ` As Noted ,A, TRIMMER STUDS UNO. , 8. WALLS ARE 2x6 Ca?16° OC TYPICALLY. .1ob Number: � b027 ' fi , � � ,� , � . _ �.� '�. � SIMPSON LU10 (TYP) _ � , LEDGER AS PER � 12 S1.4 �„ �3,- ,- .:�,. ,✓,, �;;�� �- �;-,,;� -.�<:�r -;:N �+'''� , . .. ;. � .` � y{ � .... �. ...... .. , � ..... -. .,. ��.�..._.. .. •.,. ,.,. � .1 I ... . �: I r .::.... ..... : ,s � , .. fy;� 2x10 (TYP) , : .. > ; ; r i . . t� . . . . . � . ' �` . ;� , Studio NYL t ( ,. ; : � 1 �� 1w� " ` I s s � Structural Engmeers � ; ; ; 4x12 DF#1 � � F - .. -:, . . � . . . . . . . ' 5370 Manhattan Gircle#200 ' 2x LADDER FRAMING .. P O S T W/ E P B 4 4 F O R Boulder, �o�o�do A r c h � t e ct u r e . �.. ..w. ..H..._. .�.� . 4x4 OF EPB66 FOR ; i � C�116"OC : , 80303 I I = � , SIMPSON A33 T&B APA—RATED ROOF :.�: � -- .—:. < 6x6 � � r� 1 � A307 THRU BOLT SHEATHING � ,� � V G � P 3o3.55s.3�45 1457A South Pearl Street � 3 STONE CAP NOTCH FOR � � COUNTERSINK HOLES 1" & r, 31'4° APA ROOF � —� SIMPSON A35 Q � • ' F 303.440.8536 � , i 1 �� � �� : POST RE: ARCH Denver, Colorado 8�21Q PLUG I ` I SHEATHING ..:.. .:.:. � _ : _�_ ... BOND' BEAM www.studionyl.com .».......:::::::::.:....»»»,..,.::::::: »,.. ; x ._ : ; � ; f f : .. �" W/ �2) #5 303.759.96b0 ( : ; 8x12 DF#1 L J .,. � � ; ;,' info@seangarrett.com (2) CS18 WRAPPED , 3 - ' ' ` 3x10 FASCIA RE ARCH www.seangarrett.com AROUND COL & i I , ;: , I , , ± t� { � P i � AST� R CAP W P ; » „ �, � ; �r f : ATTACHED TO LVL : ; Y4 x3 x8 KNIFE PLT W/ (2) _"'� rY I ; `-- O � T Architect/EngineerStamp: DRAG STRUT : ; .� 1"� THRU BOLTS 3x10 FASCIA v"�� ` � ` 6x10 ORNAMENTAL � , ; Ya COUNTERSINK HOLES 1° & ; ;2 RE: ARCH --- BRACK f ET RE ARCH I , � � PLUG I STONE CAP : i � , ; , I RE. A : ` I ........w .._...._�_.......___....., RCH ...�. ��aw��„�,., ,.r.,, I ; ,,��``�'�Q�`�i��` ; ; �-�; € , .: . s�� . ,� , , . ,} r � 2x TREATED WOOD BLOCKS I ,� , BOND BEAM ; 0���.a.��,b,��f I ' 1�-0° C�D 16 O.C. Y2 � LAG SCREW . , . � � W� �2� #5 :���'�.�� I y � ................................. 5 ' 3��3 � � : ; NON—STRUCTURAL VERIICAL � � 2x8 BLOCKING ��._:.�- : � - j ; . . . . _ : , > � "�" ; : ; ^ MEMBER , � � f ���o �--S$ �`� . o .... ._ .. �..._. � : ; / ` RE: ARCH € � �, � i�iCr�. ,. :� :� � �� /�i� ����,�•� , I I �� 2x STUD BEYOND :� :� .£ � (2� �z 91 HILTI HIT /�/��i�u�����i�n�'��°`�` _ _. ..... ,,... � . / : � � � H Y20 I : / �4�x4" WIDE KNIFE PLT � ,� :� ,� : � � Ya.'� THICK BENT � ° � � ( � :::::.. ..... .: .::: PLATE / � .I [f .I ? � 8x8 DF#1 KNEE BRACE ;, � :; ; � � � /�..' :� :� :f : , � � " , ;� .� :} : � ... ..:.. _ ...::::: � I ;,�' 1„0 A307 THRU BOLT � ;� � : 1 : COUNTERSINK HOLES & PLUG i # # ; r � , v ! ; ... . �.. ... .. . : NOTCH VERTICAL AROUND £ � T.O. DECK (� � . :: .�. ..: .,,.,:.:� _ RE: ARCH V/ ` KNIFE PLT � ,) KNEE BRACE FAUX EAVE ORNAMENTAL BRACKET :�: �_,.� ..��.: � U SCALE:1":1'-0" 2 SCALE:1":1'-0" 3 SCALE:1":1'-0° ', ....... .._.... � JOIST BEARING � . RE: ARCH n � � � w Y4'x3"x8" LVL KNIFE PLT � --m:� � � ' W/(2} �'4°� THRU BOLTS BOND BE 5MAT ALL � , _ � COUNTERSINK HOLES 1° � � � ) � � _ .::V -:. ---::� � BEAM POCKETS , � AND PLUG STONE VENEER RE: EPDXY ANCHOR DOWEL BARS � (SAME SIZE & POSITION 2x6 C16"OC W/Yz" 2x6 �16"OC W/Yz" APA ARCH � � , � APA STRUCTURAL STRUCTURAL I SHEATHING � '""" "" '"'""""""� � � � Q I� -° �3 o HORIZONTALLY & VERTICALLY AS r1/ \ NEW FOUNDATION HORIZONTAL �' I SHEATHING d- , � � 8" CMU UNITS GROUT' ALL L-�� �yF-�1,u���� \ KING POST EXISTING � � �C} n� (} � '• ♦ o� REBAR) USING HILTI HIT HY150 `� ►� � REINF. CELLS � - FOUNDATION -. ..: .::�...:._m. � <..� ° VJ � 3 �c� ' 3/4 APA T&G � 3/4 APA T&G � � SQUARE:(1) �5 BAR AT � � Op � CORNERS � � � .. . ; RECTANGULAR: #5 BAR AT . _ .. ... � - �:.���...�..:: .; AT 32"OC (� .._ . � � ° . ° CORNERS AND DIAG PER ARCH .:. �.: i .. ..��.;.: � � r 1 � � ,. , . ..; ,;, � I VARIES • VARIES • � �, - � Q , : � �...�.m.............._��_.......,.....,..,.:.:: . ._. ....:,-...........-.,...... ... _> .::��::,,�: ... .... � �is EXTRA HEAVY TRUSS � � � � � ( HORIZ BM oo ,:: . ..... __.._... . i..`. � PREFAB Ca? 8"OC FOR HORIZ. � O � I � " : E;. � JOINTS M _I s ro-� i i ro `:�- � LLJ : �� � i i i � � � ..... . � p � , — 0 x i TJI ' TYP 5 " � � 16 TYP � (�� �( V a � � ( I � � 5/a � � ) ib � X � �.J L� � W � ° o � Lo ; 3„ SIMPSON BARRIER 3„ _ -� .�w:::. .:..:...: :.. �- � J --��.- a � „ MEMBRANE OR „ SIMPSON BARRIER MEMBRANE OR � — , ( � � '- NEW �, C�D32 OC SIMPSON ZMAX �32 OC SIMPSON ZMAX TYPE HANGERS (SEE . � Q , �I TYPE HANGERS ° -- .. ::>w». ::.:...:. :.. -. ' � , a FOUNDATION PLANS FOR HANGER DESIGNATION) � (SEE PLANS FOR �r . �� HANGER �; � � cv � ��2 �� �� „ DESIGNATION) �� Q� ; \ Y4 x3 x8 LVL KNIFE PLT ::: k� :::.-�.��...���.. �. ...:: � '— W/(2) 3/4"0 THRU BOLTS [ ` ' , ' ' � COUNTERSINK HOLES 1" 2x6 C�?16"OC W/X�" APA � AND PLUG _ STRUCTURAL I SHEATHING n1 :::. _ .w::.::�_...::�:�� �- W REFER TO S2.2 FOR MEMBER SIZES - � � �,�x6" LVL KNIFE PLT W/(5) �4"� r� � NOTE: CONNECTIONS FOR 1RUSS 1 --- . .....:... .....:... .. ... (2/52.2) PLATES SHALL BE THRU BOLTS .__...�.,.__m� ____.........._..._..._.........._..�.._.,.�._.._____....�._.� CENTERED ON MEMBERS SPACE BOLTS AS DIMENSIONED � TOP OF WALL RE: ARCH � , 2'-4° � COUNTERSINK HOLES 1" IN EXT SQUARE #5 DOWEL C�D ALL CONNECTIONS FOR TRUSS 2 3 S2.2) . MEMBER & PLUG � PLATES SHALL BE ON SE SIDE OF CMU REINF. TRUSS ' VARIES �... • . � .�._.�. , �� 'M`.; ° #3 STIRRUP �10"OC RIDGE POST & FAUXTRUSS FOUNDATION TO EXISTING DETAIL � .v.:...�- �. � , 4 -, SCALE:1":1'-0" � SCALE:3�4"�1�-0'� wo � ! • Limits of Use: a Q - � J .���� x �' o � , ��� These documents are instruments of the � � 3 Architect's professional service,shall remain the ,, m N C�D32"OC � property of the Architect, and are for the sole _ � use and benefit of the Owner.They shall not be ; � = 25k HELICAL PIER used by any other person or entity without prior ; d. U written consent of the Architect. Unauthorized '� RAFTER (TYP� � � use of these documents, in whole or part,shall „ �N • not create a contractual relationship with or �"� (2) �'a � LAG SCREWS x � T W �j cause of action in favor of any third party LENGTH TO SUIT � against either the Architect or the Owner. PLUG & FILL HOLES � , 2" CLR Phase: w RE��E�ED BY CC�NSTRUCTIQRI ' a � DOCUMENTS � . . � �.F . . . . � . . . .. . . . . , ; � Q f • J U�� 1 �OQ6 p �` 03.21.2006 Permit ' w w 2° CLR COLORADO INSPECTION �v RIDGE BEAM V AGENCY 04.26.2006 For Constructio� m ° `"�.' ' � co � I 2 05.16.2006 Nelical Pier Revisions RIDGE POST � iv #5x ,,� � #4 �18"OC EA P I R � E � T I O I V EPDXY ANCHOR #5 DOWEL BARS � � �� F A C E (2) �4�56 LAG SCREWS x �10"OC USING HILTI HIT HY15� °z co 12 „ �� LENGTH T0 SUIT EXISTING „ o � �12 OC Ji HARDBOARD JT N FOUNDATION W/ 8 EMBED c.� :....,.,...��.....,, .._.... �..._.. P�UG & FILL HOLES �w . ...._..:.; � _ - � :::: -:::: ; NO. DATE: DESCRIPTION: ' f - ; #5 VERT BAR � •—_—_—_ � � � CONTINUOUS FULL Issued for: ' J ' r i , 5 , U �, �; , � 1 :; ; HEIGHT Description: I „ �2)#5 T&B CONT ,;,,, y �:::; ,..... , �.,� � ., �:�r�' Z E , � ' _M � 8�� o � �i t {'f�:,� � -N f°� � . �# D ETAI LS f� � VIF I, ,:� . - . . � .. � 3t � .•Y`4 . � . . . . . . . . . . . . . . � � �� . . . � .��. . . i' � � . . . . � . . . . � � . . . . . . . . . . . . . . . . . . j . . . . . f i �" PROFILE � AS PER PLAN ' �, , c� (2) #5 BAR , � `:�....... � � RE.ARCH � EDGE BEAM SEE PLAN CONT FOLLOWING GEOTECH CONFIRMATION �- .�-�. ..,.....�.wH ...w.., ... ..,.. .r , '- 25k HELICAL PIER ,�, NEW Scale: Sheet Na P I ER P � A �l FOUNDATION As Noted ; 6 TRUSS DETAILS FOUNDATIDN DETAIL BASE T WALL SECTION ��. � „ 7 �, � �� Job Number. ,' SCALE:1/2 .1-0 SCALE:3 4 �1 -0 � 9 . ,,. , ., ,,. . ,. 3 . 1 � SCALE:3/4 .1-0, SCALE:3/4 .1 -0 �0�� , ��. � , _—. ___ ,�