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HomeMy WebLinkAboutPRJ07-0143 B09-0168.PDF _.�.,,�.__ _, � NOTES: GORE CREEK PARK J} DATE DF SURVEY. 1]/17/09 , LOT 2 2) SURVEYOR HAS MADE NO lNVES77GATIDN OR INDEPENDENT SEARCN FOR AMENDED \ / PLA�, EASEMENTS OF RECORD (OTNER 1NAN PLATTED), ENGUMBRANCES. � � RESTRICTIVE COVENANI'S, OWNERSHIP TfTLE EVtDENC�, OR ANY OTHER � \ \ � LflT � FAC7S THAT AN ACCURATE AND GURREN7 T17'LE SEARCN MAY DlSCIOSE � � / 3) NOTICE ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL AC710N BASED UPOH ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS ��, � AFTER YOU FlRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY �1�1 E \ \ � ACT10N BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE / TNAN TEN YEARS FROM THE QATE OF THE CERTiFfCATiON SHOWN ` � \` HEREON \ 4} BASIS OF ELEVATIDN: FLOOR ELEVATION PER ARCH PLAN = 8381 9 (SEE DRAWING). � �` O' 20� S 40� ' / � � ` 5) BASIS OF PROPERTY L�NE LOCATIO{V: FOUND MO�IUMEhiTS LOT A (SEE DRAWING) 60 � \` � ����R�P LS �#27�98 6) A PORTION OF THIS LOT FALLS WITHIN A MODERATE HAZARD AVALANCHE AREA AND POWDER / \ � (15' WIT CRN ) BLAST AREA ACCORDiNG TO OFFICIAL AVALANCHE HAZARD MAP OF TOWN OF VAIL COLORADO AS ADAPTED BY COUNCIL ON OCTOBER 17, 2000 IN ACCORDANCE WITH RESOLUTION NO 13 SERtES OF 2000 CL 20' WIDE � � �p p• (SEE DRAWING) CLAIM OF EASEMENT ��� 2 UPPER EAGLE VAtLEY 10 0� 10 0' 7) TH{S E�11RE LOT FALLS W{THIN A HIGH SEVERITY ROCK FAL� HAZARD AREA ACCORDING CONSOUDATED SANITATION DISTRICT �, G SEWER EASEMENT TO OFFICIAL DEBRIS FLOW HAZARD MAP OF TOWN OF VAIL, COLORADO AS ADAP7ED BY RECEPTION NQ 549231 �� �� � 1 � (BOOK 653, PAGE 196) , 10 0' `PQ.��' RECEFTfON NO. 282085 COUNCIL �DN OCTOBER 17, 2000 IN ACC�RDANCE WITH RESOLUTION NO 13 SERIES OF 2000 � p�� L (BOOK 385, PAGE 781 � ,��o�°� � AND BOOK 392, PAGE 848) 8) THIS StJRVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF � EAGLE VALLEY SURVEYING, INC. ANO IS INTENDED FOR THE SOLE USE OF 1NE / PREV FND. REBAR & 1 1/2" L S ORIGINAL CUENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED. ALUM. CAP LS #23506 � s S48'42'S4"W 1 87' (TIE t �OQ, 9) THE PURPOSE OF THIS EXHIBIT IS TO SHOWN NEW CONSTRUCTION IMPROVEMENTS / TO 20' WIT CRN ) � \ �` O�� ONLY AND ARE AT VARIOUS STAGES OF COMPLETION OTHER IMPROVEMENTS MAY EXIST ON S46'12'04"E \ � � F ON THIS LOT THAT ARE NOT SHOWN 5 06'(CALC ) \ �RRS , �S 70) MEASllREMENTS, 71ES, AND ELEVATIONS OF NEW CONSTRUCTION ARE TAKEN TO PLYWOOD LOT B S46'13'Q4"E � s,`�sr9y � O�, SHEE�iNG APPROXIMATE LOCAl10N 4 34'(CALC) , � ��. F` � 11) POSTED ADDRESS 3977 �UPINE DRIVE POWDER BLAST HAZARD \ s�" � ` 12) BUILDtNG SETBACK INFORMATIOtV IS NOT PLATTED. PRIOR TO ANY DES►GN / SW OF LINE \ �F; �`� ` OR CONSTRUC110N IMPROVEMENTS ON THIS PROPERTY, TOWN OF VAIL AREA (SEE NOTE 6) ~� � �� `\ � SHOULD BE CONTACTED FOR CORREGT BUILDiNG SETBACK 1NFORMATION OUTLINE DECK UNDER � � � �, / / CONSTRUCTtON. \ 6'' �( / � � PARTtAtLY FRAMED � `\ � / t / � � � � \ � / � ` � � \ � � / \ �4� � � �'��� DARK LINE—NEW CO STRUCTION � � so ROOF PEAK ; �� � ry FOUND PIN & ALUM CAP � (TYPICAL) � \ $¢09.7 f� \/ #ILLEGIBLE �, � TOP PLYWflf1D � ��� � \ ; / /�, � ,' 1 l 1 � � , � � e� 20' WlDE �►�� LOT A ` �69 � o / /' �� CIAfM OF EASEMENT UPPER EAGLE VALLEY ' � 492 AC � � �° .�� CONSOLIDATED SANITATION DISTRICT � � /\ �; � h � ' RECEPTION NO 549231 �A�' �� � � � (BOOK 653, PAGE 196) h ,� , . \ �' LD OH J �� LINE BEARINO DISTANCE � u s esoo• w ia.00 �` EXISTING �0 0' i� �z ►►oTOOOa v� szss O �2 `� BUILDING '� � , MAIN FLOOR u s aarosa� E 16.97 ° \ (LIGHT LINE) �' ' � 8381 1 ROOF PEAK �� ^ � ' ��� TOP PLYWOOD \ cuavE g w�00irs� enc tENCri+� a�o�cn� cHOan e�iric pEITA ANCtE WATER FEATIIRE EASEMENT 8413.� )c ` // ,' _ ci aoo 2s.se �ss4 s ae�s3oz w �sv�as� REC. N0. 871731 � TOP PlYW00D i � /�� 2 2' ROCK � COLUMN �� i� Z 9. ; / ' / L1 i � /� \ � X� 15 0' IWOOD/CONC 9s � � / % � LOWER FLOOR STAIR/LANDING �� �0�� � g38t g (aSSUMfD) `� i �L;� . \ 50 00' � ��' ; �a /���P 0�' BA51S �F ELEVATION � ` I �y r�/ ��,i l I 2� /��i D� f�/ � o . � , ` 1 7' CONC. PIER 9 0, , �. �� � � � � � � \<"' ROOF PEAK /c��/ ,�p; �\ ,�� 8407 8 ,` ,. � � TOP PLYWOOD � 51;� •�` FIVD. R�BAR 8c 1 1/2" � '` � / � �^�� ALUM. CAP LS �27598 W � 10' UTILITY EASEMENT �/ � , q � �'� \ \ (PER PLAT BIGHORN � LOT 8 � � �, � � � ,,,,,,,,,,,,t,,,, SUB FIRST ADD ) �� �.�` ry o- ''�. GA �, O O \ /' ��l� � BE6#�Of�N SUBD�VlSION � ` �,'� r�i��,,,i�`�� CO `� Z � 15' SEWER EASEMENT /l , / � �,�s, �..,..�w� � REC N0. 282085 /, �� Stan Hogfeld� t � ` , COMM01�1 DRIVEWAY dt�T1LtT7 RPPR�Xt�iATE LOCATION � , Colorado F L,�: �&�v98 � EASEMENT (BOOK 453, PAGE 402) MODERATE AVALANCHE \ �B385, P781 & , / / , _ � `J�`� ; _ � HAZARD (SV�! OF LINE) � B392, P848) �5 �, � ; ' -v; .,ra j �,�, _ - � /� l� ; Date• ^"c�' D�,_�,,;�� Q \�\ �/ � .� / J'�,��G�;;��.......•°��,.>' - � \ � ���� ���� �� ���� ������ � �r �� , '`'��,,,���,���,,,,��, L �`� / �� , F �� �� , , ► ,. �� `/ ' , �sa, 0=o�•3s i� , , � [�, (� � � � R=84�.ss� �. / , IMPROVEMENT LOCATION EXHIBIT � �'o T-56.34� � ; ��/ LO T A �pN 12 2010 __ ____ ___ ___ __- _ _ _ _ _ '�J eRC=N51•3o�48Mw ,' ,' A-2.o9� A RESU BDI VI SI ON OF LOT 1 , BLOCK 1 A� = , _-=—__ ===- ===_____ - _ __-=- _--= C LER�=�t2.43 � , BIGHORN SUBDIVIS�N FIRST ADDITION T°WN °F � FND. REBAR & 1 1 2" 41199 HIGHWAY 6 & 24, EAGLE—VAIL ALUM CAP L S #27598 EDWARDS,'�o° 8,63z � 7731LE.QWG DATE: 1 l/2Q�09 T�WN O F V A I L, E A G LE �O U N TY, �O L�R Q D O (970)949-1406 DRN. BY: KPJ PAGE: 1 OF 1 JOB NO. 773 � �, � . . � 4 � . ��� Associates ma a►,�n��a�,��ee�e�� Post Office Box 7431 Avon,CO 81620�7431 (970)748-�470 fax.(970)748-1471 email tab�vail net www tabassoclates com . . Civil Enaineer Structural Engineer Newldrk Engineering (830)755-8164 Mechanical Engineer• Electdcal Enalneer � $A8� , ��, , , , + � _ ��sr , ` { � �/� � � . ��� fi� _ �� �i ` ,� �4S�- � �'�fi� , � ���C oj� �'- �'�� �^n Y W , D t�wr+1 �Y (�`�i u u �Q i �������� � � � I—I W L—JI I N I UI—IWI—IW�II II M fl II 6 N tl A IUUUI N I I—II N II N IU�J� u � � � L-1W I—JI V Y II—I�ul_I I tl „ II—II V I li e il�ll N II tl I U uU�J • • �JI I IUI n I�I N N I � o� � �T� ��'u � ,�� � , . � , . 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OV � • , ' ' ' _ ' - i .1 � � ' . .. + � _ _ _— ' _ _ _ __ _ _ _ —_—_ — _ _ • O� — _ — � _ _ _ _ � //�� ` ♦ _ _ _ ___— _ _ __ ___ '_" __ ' ` _ _ ____ _"_" ' __"' _"__ _ \� — _ — _ — _ _ 5��� � �/ I 1 — — �yo � — - - - ��, � �8��s: �.� � �" . �b - _ . � • v �i� � Iseue Dates: �'� , 4/"27/09 DESIQN REVIEW 1 Y �C I I �I �� ��� 5✓3/09 BID DOCUMENTS A0.0 CD's 6J23/09 ' � Shee�t 11de: �over Sheet ���� �� ���� _ -- �� .��- w ����� � - : ��� � fl�� �����GO� ProJect No: � ��, ���, {`�ti, ���,�`' 0658 ���M P�,.- °' ..�_ h1 I a F 66... �� °����� �� �= ;�,:�� C� C� C� � M L-�, " Sheet No: ��SIC��� r�����a��4� �:����� D �" , JUL 15 2009 �� �/�`�'��$,,���g —_- _-_------- �� m� ., P�����a�_�G- — TOWN OF O��tL w , � � �� ,_, . ���� 1�1' 1�10�' � �l� � 1�1C� � l�l� � � � � � � l�J,� "I"� � � � �� , C�ENER�4L NOtEB: ,4RC�IT�CtUiZ4L: , • � IN�'�RIOR �Xt�RIOR INTERIOR EX�'�RIOR I, po not scale prawfngs. Cx�NERAL t.0. WALL YARIES B.O. StRUCtURE ,40.(I� COVER SHEET - SEE PLAN R�: z ` SEE ExTERIOR EL�vATIONS FoR �i8�� �wg , z , 2. Dimans(ona ara to Faca oF stud, cantarl(na oF stud and/or faca of concrat� fo�:ndation walls, unlass ,L1,�,� C�ENERAL INFORMATION SHE�T, UJALL Tl'PES . ���� StRUGtURAL DUJrss. , a �xtERIOR FINISH SYStEM • z b . otherwis� noted. ,4Q�,2 U1INDOUJ SCH�DULE d ° � ' b 6 MIL. vAPOR BARRIER, t,4P� �"���p �° 3 I�2" BAtt INSULAtION 3. Coordinate all mechanical and electrical equipment to fit wtth�n cetltng and wali cavtttea/apaces. SItE/ LANDSCAPE PLr4N �-{��4D AND S�AL ,47 FLOOR, G�ILINCa, . ,41.1 EXISTINCrt/pEMO SItE PLAN � /�, � a ° OPENINCxS AND JOINTS ' S�8" Cx1'P. BOARD �. Provtde all neceasar blockin tn atud cavtttes In walls and cetlln s. Locatlone tnclude, but not � a a 2X4 Pt PERP�NpICULAR t0 SIDINCa y g g ,412 PROPOSED SItE PLAN P°� - � � 16"o.c. TO 6" AFG SH07 70 CONC SEE EXtERIOR �L�YAtIONS �OR ` Ifmtted to, tollet and bath acc�asorles, wall and ceil(ng mount�d �lectrtcal equrpmpnt, window ��,� �,a,NpSC�PE PLAN � ° m a WALL W/ INSIiL. BD. B7WN. �x7ERIDR FINISH S�'St�M. traatments, mantels, closat, rods, cabinatr , counterto s and false baams. a , 2X4 Pt WD. StUD WA�� y p D�MO �LOOR PLANS ssoc�ates a ��,�N ,, At 16 O.G VERtICA��Y a° a a d }��,b,� � 6 , , 5. AII eteel located below and exposed to grade to be coated with bttuminous damproofing. p2.1 LOUIER LEVEL DEMO PL�4N TheAr�chiaecburalBslance 6 MIL. VAPOR BARRIER a �Xt. �INISN SYStEM ON AIR/MOIStURE p22 MAIN L�VEL DEMO PLAN Po�orn�e��as, ° IN�ILtRAtfON BARRIER ON . GONGR�t� WA�L. R�• STRUCtURA� UJ�4LL SYSTEMS: D2.3 ROOF pEMO PLAN Avon,CO 81820�7431 � � , � �/16" EXT. OSB. ON 2X6 �,4$� , (970)748-1470 a - wt�. stups g ���� o.c wi R-�g �,att 1, t tcal foundatlon walls !o be Wall t e W-I. DEMO EXtERIOR EL�VAtIONS fex:(970)748-1471 , a � $'4`�� INSU�,4tION IN StUI� GAVItY . F1.00R StRUCtURE yp yp � p3.1 DEMO EXtERIOR ELEYATIONS eme��:tet�ovan.net ° a a a � b 2. typical framed extertor wall to be Wall type U1-2. �e Building Elevat(ons For exterior finishes. '""""•��•C0'" �LOOR STRUCTURE FLOOR PLANS CMI Englneer: � a � RE STRUGtURAL DUKiS. �`�'P� O N�UJ �URRINC-� 3. typical tntertor parttt�ons to be Ulall types UJ-� and W-5, re: Floor Pians for locatTona. A2.1 MAIN L�VEL FLOOR PLAN � �INISH�D CzRADE A2.2 UPPER LEYEL �LOOR PLAN �„�,�,,,�� a TYPE O NEUJ T1'PIC�4L �XTERIOR P�RTITION �#. Intertor partit�ons to racatva plumb�ng Pixturea to be U1all type U!-5. ° a < a ? Tl'PE 3C� SIM��TO TYPE 3, EXCEPT SUBS71TU7E 1/16" CxMMI,I �OR �2.3 ROO� PLAN ' 4 � SIM t0 TYPE 2, ExGEPT Sl.{BStl7l,lt� �/16° GMMU FOR �/8 GYP�IM BOARD At WEt Ai�EAS BEHIND tILE 5. Horizontal mechanical shafta to be one-hour fire rated shaft. Mechenk:elErqineer EXtERIOR ELEVAtIONS � .0 7�P� 2� 5/8" GYPSI,IM BOARD At U1�t ,41�AS B�NINp tILE a p, A3.1 �XtERIOR EL�VAtIONS • Q .r�I•PE 2E SIM TO TYPE 2, EXCEPT SUBSTItU?E 2x8 UJD. STUDS A3.� EXtERIOR ELE1/A710NS Eiectrlcel Erqlneer. GOfL G0,4tED 22 CxA CsALY SHT FOR 2x6 UJD. 57UD5 6, �� d d a ° a M�t,4L BAS� �L.ASNINCz GOLOR B ��B � t0 MAtCN ADJ EXT PINISH Sl'StEM INtERIOR � 6 6 MIL.. VAPOR BARRIER, t,4P� BUILDINCx SECtIONS, D�tAILS � REFLECTED CEILINC� PLANS 4 � ,� z AND S�AL At FLOOR, GEILINCx, A�.I RUI�DINC�x SECtIONS ae OPENINCsS ,4ND JOINtS. FLOOR SYSTEMS: ,4�2 BUILDINCxNJALL S�CtIONS 4 a ° I�iz" RICxID EXT POLYST. INSULAtION N�Ap � ° TO 48�� BELOW CxR4DE. S�� �xt�RloR ELEvAtIONS �oR FLR-1 Concreta Siabs(Cxaraga): Fiber reinforced Blab �4�3 BUILDINCrt S�CtION �,,,,,� ,,, ° ° ° a < � ' ° B.o. StRUCTURE �xtERIOR �IN18H SYSt�M. lContractor option: see UJall type I) on 6 mil. polyethyl�ne vapor barrler on �" min gravel A5.) DET,4ILS �� � � , , }-��,LS,p p��N ' � ' b base on grade, re: atructural drawings. A52 DET,4ILS � a a o GONGREtE FOUND,4tION WALL �'�8" CsWR, �OtN SIp�S EXt. �IN151-I SYSt�M ON AIR/MOIStUR� r46.1 LOWER � MAIN L��/EL R�FLEGTEp GEILING� PLAN P�AN d a a a ANp FOOTING. RE. STRUGTURAL �6 �X7IOSB ON�2IX6 �N �LR-2 Main and Upp�r �loor Subatrate:3/�" tongue and groove $'r�C'rUR,d,L: ,`� a �� w� stu�s m �6�� O.G. W/ R-19 BATT plywood aheathing glued and natled �u/rtngshank natis to floor �olsts, re: structural. All �loora g_� FOUN ,4tION AN ' I� 2x6 Wp. Stups � 16 oc. � _ � z b INSULAtION IN StUp GAVIt1' to have staple-up radiant tube wtth R-19 fotl faced Insulatton wtth foll face up. p P�' � � ' aa , DR41NACsE MAt ON OUTSIDE TOP Of GONC. • FOUNDAtION WAL.L. S-2 LOUIER LE�/EL �RAMINC� PLAN ` ° a OF FOAM. "H1'DRODLICT" OR PL,�N � � b ' 5 1/2" SOUND AttENUAtION (���� � a ' �` RE: StRUGTUR4L DWCxS. S-3 UPPER LEYEL FRAMINCx PLAN � I � APPROI/�D �G2UAL FROM BO. B�4tt INSULATION ' ' COPPER DRIP FLASNINCx S-� ROOF FRAMINC� PLAN a a a POOtINCx t0 fi-C� a ° - . . • 2X�F Pt 1rERt. m i6��o.�. sHOt to ROO� S�St�i"IS: S-5 StRUGtUR�4L DEtAILS ' a ��5� ' ., ' GONC. IUALL UJ/ INSUL B�. etu�. S-6 StRUGtURAL pEtA,I�S " a Q d aa a �LooR StRUCtURE • . A WAt�RPROOPING MEMBR4N� R-1 typical RooF Syatern: Elk "Prestige" Nigh pefinit(on aephalt shingles, on "W.R. Crtrace Ice DR'41NACsE M,4t ON BITUTH�NE a � , and UJater Shteld" membran�, on 5/8" CDX I wood sh�athin on roof framtn (re: atructural), with � a � 30mm MEMBRANE WAtERPROOFING + z 6 ' � RICxID INSULATION p y g' �L�CtRIC�4L: FROM B.O. �OOTINCa 70 30�� ,ar-c-� . . a. to � m er-c� mrn. aprayed-tn foam inaulatton (2 pcf. m(n.) to achteve an R-50 mtnimum In Joiat cavattea. ° a� �, ' • COPP�R MASONRI' �'r'ovrde 1"x6" ton�ue and groove wood eofFit at all exterfor soffits and overhangs. E2.1 LOIUER � MAIN LEYEL POUIER � LIGrtNTINC-� PLAN a 3/�F LIG�UID MEMBRANE Fi�.l E� , . ls�� d�tatl 12/A5.1 . SILL �LASNINCs, t0 � � v �v �v Q ��vn Q �V ° � a ,��• COVER EXTERIOR Subat(tute "UJ.R Crtrace Ultra" membrane under a I I flashing locations. � ° ° ° c o a OO OIJ�,�$� VG ., ' , VENEER�INISN $,45� Z � a a a a O CPERIME �R_ � ' R-2 Acc.ent Roof Syst�m: Kynar coated Standtng Seam RooPing on "W.R. Csrace Ultra" mernbrane, on � O DRAIN e Tl'P� O NEUJ INTERIOR P�4i�TITION a. . ��� SAND StONE „ °m � � � aa a aaa• d Q ° o oL, � � . .� ; SgI�Ln ON CxROUt 5/S CpX plywood aheathtng, on roof framfng lre: atructural). ��O� � � aQ O I I , . � a , a a` 4� � SIM to tl'PE 5, ExCEPT SUBStI?UTE ��I6" GMMU �. , , • EXtERIOR FINISN Provide I"x6" v-groov� tongue and groove wood soff(t at all exterior roof sofffts, Ix6 with i/2" gap - Qa a , a a d ° � I I �`�'P� O �e" G1'P. BRD. At IUEt Af�AS, WItH 5 1r2" SOI,IND 4 . a ' x-2 oN W-1 soffita at porchea and dec,k,s. Standing seam roofing to have no exposed � Q a ° ° , a Q � oQ ATfENUAtION BAtT INSIILAtION IN GAVItl�B �xt�R10� fastners, no horizonta) a�ams and to hav� integral �cap and pan. Pan to have two riba per pan � � ��O�� �� �� �� � � SIM t0 tYPE 5, �XCEPt SLIBSt17UtE 5/8 tYP� x to reduce otl canning. Standtng seama to be at 16 O.C. ���� Gl'P. BRD. BOtN SIp�B OF WAI.� �ROM FLOOR SIM to tI�PE 8, ExC�Pt SUBStItUt� 'i�16° GMMU FoR Provtde ahop draw�ngs to Architect for r�view prior to fabrication. - ' = BAGK�ILL = � p— r��� 5R to ROO� 5Ht'Cs OR tOP OF CHIMNEI" to PROVIDE t��� � �i8" �YPSUM BOARD At IUET AREAS BENIND TILE I I I I I I I I I I I I _� '�-�� I I 1HR �,�,�tl� � �A�� � GHI�EY t0 MAIN (�SIpENGE UL U305 C�IL INCrt NOt�S: pWner; Todd and Clndy Oliver ' Tl'PE O NEUJ CONCRET� �OUNpr4TION UJ,4LL. T1'i�� O N�UJ T`►'PIC�4� DOUB�� U1,4�L 1311 South C�ibaon Court 1. All cetltngs to be 5/8" gwb, unless otherwise indtcaled. Sup�rior Colorado, 8mm2'i 2. B�hfnd all ceramic til�, marble and granite substttut� 7/16 gmmu for 5/8" gwb. 1303) 49�-0985 SN�4FT ROOI"I �� ,4rch�tect: TAB Aeeoctate8, Inc. � 4 �.o. StRUCtUR� FLOOR StRUGtURE 3. Provide Rithuthene waterproofing m�mbrane on��I/8 maeonite board behind gmmu on ateam ahower P.O. Box "1�31 �„���p RE: sTRUCtuRAL walis and cetl�ng. Slope st�am ahower cetling 2 per foot minfmum. Avon, Golorado 81620-��31 A♦ � 5�8" c,WB , z � . - (9'1�) 7�8-1�4'1� xt. 1�9 W Bo. StRUCtuR� , � S�A� ,4t toP, BOttOM AND �. All gypsum board ceilings are to be applied dtrectly to bottom face of Joists and raFters/trusees (9�0) 748-I-0��1 fax �"���p ALL END JOINtS. V 5�8�� �we, BOtN SIDES ' � except on underFramed areas. � . 2X� WD STUDS � 16" O.C. (I) 4.,4Y�R 5/S" TYPE "X" � PL�4N � � ; 3 1/2" SOUND AT7ENUATION CxUJB ON ROOM SIDE structural Engrneer: NQUlWI"IG Eng if'IaQ�'i11g, It'IG. � �40'1 K�nda11 Parkwa � Q .� BATt INSUL � 6 MfL. vAPOR 2x� WD. STIJDS � 16 oC. �"���D 2x� WD. StUpS g 16° oc. Bo�rne, texas '18(dl� 1830) "1�5-816�4 � � O O J � C� � � (830) 755-81�2 fax e� � BARRIER WH�R� N07�D ���N s 4 � 3 I/2" SOUND ATt�NUAtION • z 3 I/2" SOUND ATTENUATION �� . . ��5� , BATT INSLII. WH�RE NOTED B,47t INSUL. WH�RE NOtED ��.00R StRUGtURE O P�,41y 5i8�� tYP� ��x�� �� � Genar�l Gontr�ctor: 'T�D � ■� (� . � { C�WB ON SH,4Ft SID� w �'�s� FLOOR StRUGtLIRE � � ��ooR stRUCtu� 1��ULT�D 199.5 S� ��r`��'"� s�� � � { , S,45E z �' STRLICtURAL DWCsS L OUJ�R ��1�� 1818.9 S� c6�u�t = ��28G� �.. � � - M,41N L�1��L 2,2�7.5 S� Sotis Eng1+�ar: LKP Engineering, Inc. � � - O SIM t0 t�'P� �, �XG�Pt SUBStItUtE t�p� �� �/16" CsMMU FOR 5/8" CxYP. BOARD AT P.O. Box 283"i � W �` W�t AR�AS, W/ 3" SOUND Att�NUATION BAtT t�t'a'� ��V«� �'29�'g s� Pt�t°''`'� 5 y� /o E9 0) 926-9088 32 ■> � .��. �A SIM TO TYPE �, WITH 3 I/2�� souNO T'�'P� O NEUJ T1'PIG�4L INT�RIOfi� P�4RTItION t�P� O N�UJ M�C�-I. SN,4�t UJ�4LL - ONE 4-IOUR 1"I�CN�►NIC�4L ��.8 SF cv�u�� ' ?' � (9�0) 926-9089 fax � P� O Att�NUAtION BAtt INSUL. AND 6 MIL. VPR UL U3�� � � BARRIER S�AL tOP, BOtTOM AND �DCxES. „ 2 C'd'R �'d`�'�� ��5'3 �� 5urveyor: Peak Land Consultante, If1C. � SIM t0 tl'PE -0�, EXCEPT SUBStItLItE 't/16 GMMU � M ��P� O �OR 5/8" CxYP. BOARp At WEt AI�AB BEHIND T��,a,� (�j��,L� �.,g�1 �'j� 00 GO 81 5 dg� Loop T�P� O N�U J I N T�R I O i z P�4 R T I t I O N t I L�, W I T N 3 1/2" S O l l N D A t T E N I J A T I O N B A T T (�,d,�,L��� G}��pIT -(o�� S� �9�0� �'��O-�O�'`�' (9'10) �#�6-8616 fax �41�JUST�D C�R�,4 �,3��1 S� � � � �� � O�� ��� O� � � � � I �O� � �� �� � � � � � � �R,4MINC-� NOtES: P�41NtI1�Crt NOt�S: �L�GtRIG,4L NOTES Ccon't): � ���� � AII interior sill lates on concrete to be r�saure treated. AII exterior AII atnt to be hi heat ualtt acr Itc latex, 2 coats over i coat latex rimer. �wttchas - all to be mounted vertically � �S" � aff, unleas otharwlse d�cid�d by Ownar at ,qi� A60VE FINI3H�D�LOOhZ HDPE HICiH D�N811Y POLYEtHYLENE �m ��8„ _ �,_0„ DRAWING tItLE < SCALE a— PARtItION or UJA�I. tYPE p p I' 9 q y y I' rough-tn. acr acaastic c�i�.ir� ti�e �t �wKr , slll platea to be separated from concrete wtth Dow - sill seal. ,4ny gapa On stainpd wood or raw wood, I coat polyurethane eand�ng/aealer, 2 coata �T ALtERNA'T� �-NC Hoo�c�s� gr�ater than I/�" to be shimmed w/ metal shlms t to be foam�d w/ expandtng Polyurethan� ftnlsh Receptaclea - all to be mounted � 10" � aff, unleas otherwiee noted or otherwise decTdad by �-� ��"��� H� ��Z�'� @ urethane. ,q ,QMpE� HP �� PauER DOOR SIZE IS INpICr4tEp BY All studa to be � 16" o.c. max, unless noted otherwtse. y Owner at rou h-In. �ramer to rovlde blockin after electrlcal la out b electrtcian. ,4bove � Paint t stafn color t ftntsh lusler to be selecled b the Owner unless 9 p 9 y y AB �c+�oR eoLt Hw Ho'r WAtER x U11DtH t HEICsHt. ,4LL DOORS Plywood sub-floor aheathtng to be 3/�" ttg t to be glued t nalled wtth indicated in theee documenta, counter receptacles to be mounted hortzontally. A� ARc��t�ct�utzaL.� Nu�c Hot w,4tER c�tacui.at�ot� � ExtERIOR ELEvAtION A t0 BE 1�" tHK MIN. DOOR ringahank nalls. Nall perimester �► 6" o�e. � fl�ld � 8" orc. � Joiata. e�' �'°'u�'�N� HR HouR ,e�� ''� StYLE IS t0 BE DEtERMINED Exterior receptaclea - all are to be tn waterproof boxes w/ covers 4 to be on g.f.i. circutts. 6M BEAM INSUL INSU�ATIOWINSUl.ATIrK, AII Joists t rafter �nds are to be fully blocked, unl�ss supported by hang�ra. Dfi�l'U1�LL NOTES: e�ac, BEARING �t ,�on�t BY OUINER / CONtRAGtOR Exterior plywood wall aheathtng to be �/16". Nall w/ 10d mtn. Natl per(meter Drywall to be shlmmed as raqulred. G��rally, electrtcal devfcpa and cover plates tnatall�d in wood or aton� are to be dark brown, B�K B�oc�c KY K��ovo�t � � 6" o�c. t field � 12" o�c_ Provida blocktng � all adgea betwed� atuds. Drywall to be acr�w�d. Nails are to b� used only to positTon boarda, not to but Electrician ia responaible for reviewing surface colors with Owner for review of desir�d B� �ARp KvA Kl�ovoLt ,4M�r� u u DESIC�NAtES "JELp-UJEN CUStOM s�cure them. `q colors prlor to substttution or tnstallatlon. Outlets and awitchea to be "pecora" rn type. �t �t�t�oM � h�R M�t,�,aetut�Et� u IN7ERIOR ELEvAtION n COLLECtION" WINpOUJ NUMBER �� MECN�4NIG�L NOTES: ��� ON WINb�W SGN�pl1��_ dLL : Drywall texture to be selected by ownv�. Samples are so be s.row�led e� s�.a�R M'�` M.°"ir� , ,., � Revt�°^a: ' - Mechanical system to be deaign/build. Room �v �-_^.�m heat losa . or sprayed and acceptanc� ts to be determined by the Ou����. trim rings and baffles for recessed IigNrt. fixturea mounted �� ga���d ceiltngs are to be black Trtm sTU BRItISH THERMAL IINIT ttiEC� ttiECNa�����.:-. WINDOUJS t0 BE•��s�..,�ED � _ calculatlons to be submitted to Owner wfth desTgn for revlew and-approval, ringe and baffl�a for recesaed I�ght P�xturas mounted �n celirngs that are patnted other than BtuN B7U PER HOUR trit� t�t,� DIYIDEP W/ SDL'S PER _ No �ointa, tape seama, screw h�ads or patches ahould be visible upon completion. white or belge ara to be palnted to m�tch th� surrounding celling. trtm rings and baffles For Bl-�c, BuILDING MIN Mlr�n� � UTALL SECtION t PARTIAL SEG�ION EXt�RIOR ELEVAtION BUR DIIILt UP ROO�ING N NORtN u u - � 5hop drawings ahould b� provtded for Arch(tect and Owner review AII corners t transittons to have rounded corner trim and moulding, respecttvely receesed Itght fixturea mounted in cellinga that are p�inted white or beige are to be whtte, c�� c����� Ntc NOT IN GoNTRACT ,40� DRAU11NCsS. E DESICaNAtION for locatlon of all soffit and thermoetat locattons, and ara to be tn a atratght Itne. c�, � G�Nt�R 1.IN� No NuM�R INDICAtES EC�s�SS i?EG2 D vequpnce - verify sequence of light awttches with Owner. cic GENI'�R t0 CkTItER oc oN cENtE�s� UJINDOUJ. MFR t0 PROVIDE AII floor levela to have radiant hydronic tn-floor heating as the PLUMBINC� NOtES• co c��� out ot� of�oslt� PROPER SI2E �OR HARDWARE. heattng. th� supply and return linea from the man(folda !o the mechanical room ' Coordtn�tion - electrical contr�ctor to coordinata his work w(th Ownar at rough installatlon of G coNDUlt oZ aINCE�s� �' DEtAIL SECtION CLADDINC�s t0 BE �m�'o KYNAR pp y p p y p y q p J p cw CO1.D WA'�R op OUtSIP� PIAM�tER are not to be grouped toget.her as to create a hot apot �n the floor or Su I Itnea should be atzed ro erl and run (nde endentl as re uired to revpnt II hts, rece taclea t awttchea for exact locations. �� FINISN. SEE SPEGIFIGAtIONS. walls. the mantfolda are to be laced in walls of closets, etc. with acceas temparatura change at tha showar whan any othar plumbing fixture ia opar�tad �oth ext�rlor t tntertor boxes shall be installed, then rev(ewed by Owner. ��- ��� osF outslGE F,4cE p coNC coNCRE'rE PERF F�RFOR,41'�� Q REvISION NLIMBER doors, in dTacraet placea. CoNt GoNTINUOUS,CoNtINU� PL,i� PLAtE Supply Itnea if floor or wall fed, drain traps and outlets ahould not be located where they wtll Vapor barrier penetrattons - all to be carefully executed t caul{c�ed. W coNtROL ,lo�Ht P PoL� � 'fhermoststa ar� to be dtgital wtth 2�-� s�tback capabiliti�s. int�rfere wtth roll-out ahelves in stnk base cabinets. coRR co�AtEp Po�.Y Po1..�tHYLENE ,40� Ai�E,4 ENLARC�EMENt FIN FLR SL.AB �ana (preeent t future) - ali to have 4" re(nforced fan "�" boxes, cMP CORRI,ICsATED MEtAL Pli'E Po�YST Po�YStY�E ELEVAtION lMa�or Plan) IssueDates: ' Drafn Itnea running In walls ad�acent to livtng space are to be In cast Iron , transitlon to PVG x cr�oss' Pvc POLYVIM'L CNLORIDE ��- ° I�'-m" C�M GJBIG FEEt P�R MIM,I?E PW POtABL� WAT�R CD'S 6f23�/09 below !he lowest level floor. Cabinets - �lectrical contractor to hook up all electric�l located in cabtnets �s tndlcated on D DEEPiDEPTH P3F PaNDB P�R SGiUARE Foot +125'-�" th� drawinga. DtL DEtAIL Psl Pa1NDS PER SoUARE INCH ELEVATION lSpot) Not water ahould be on an tnsulated hot water recirculation line and pump. p�� o��,� pRy p�ssu� ���E� v,�,yE t�l�vtston antenn� outleta - all to be home runs l'f5 ohm coax cabl�) to t�levtaton antenna "main" p�,4, o DI�4FIETER t�o �ctlot� Plumbtng fixtures and itttinga to be chosen by Owner. Even If not apeclfied, all accessory outlat located per Ganeral Contractor. ��,4� DIAPHR�M1 � f�o�ERti' �.�r� � �� fttt�ngs on a plwnb�ng flxtura ara to ba tha same ftntah ss tha maln Pltttng or �d,(ac�nt fttting DHW DohlEStlG Hot WAtER R�It� I�II�oRCEID),IIFKs) � � � INSUL,4TION NOTES: Itself. I.E.: tollet trip levera, supply valvea, Ilnee and eacutcheona �re to match adJacent sink phone Itnes to be 4 pair to each outlet. �� ���� � �� � � EA EACH SCH SCHEDLILE faucets. All roof/atttc apacea to receive sprayed-in fo�m (nsulatlon l2 pcf. min.) to a Wlre 1 br�aker size - electrical contractor !o verify exact wire 4 breaker ELEC ELECTRIC�.4L� 5HT 3NEET Shee�tTltle: depth to produce R-5� minimum super insulat�d roof. atzea for aqutpmd�t t lighting before running n�cessary wfre �nd EUIG �LECTRIC WA7ER CooLER SIM SIMILAR + 41�3' �xlst.SP�ot ELEvAtION Provide no inaulatfon on warm side ofp lumbing. �L�GTRIG,4L NOTES: per current codea and regulationa. ELEv ELEvAtION�L�vAtoR sL�l sPRINC� LoADED HINU�s '�'��� General Provide sprayed-�n foam insulation beh�nd recessed light ftxtures Meter box - meter box d dtsconnect ahall have lockabla cover. Eh'�BBD EI'1BEDM�Nt sf�EC SPECIFIGATION(S) per detatl 16/A5.1. Recesaed 11ght fixt,ure: Refer to detail on 16/A5.1 � �T��Y S�� ��r� �oot «EEt� �23�' NEw sPOt ���vat�oN W°°° ��� I nformation Met.er, panel t diaconnect - any modificatton to the conftguration oF theae Ex�sT Ex�sT�t�cs stu� st�r�Er�R �s requlred by code Ia the Electrlcal Contr�ctor's responalbtltty tn destgn t All guttera, downspouta and lead�re to recetve he�t tape for enttre length �Xp ��p,qr,�g�� STN $TqdE 1116t811�tiOt1 COSt. �XT �Xt�RIOR / �XtRI,lD�D SD StOF�IN DRAIN �I EXISt.CONTOUR WOOD (F�NISHED) Sheet� FD F�OOR DRAIN STR�ICT StR�IGTLIR�4� ���� � �� FE FIR� EMMGI,II�R SU9P SUSPENDED �2 NEW GONTOUR ��'�� Wal I Types � FEC FIIaE EMMGUISHER CABINET T1G TONC1lIE � GROOIIE � �� � �� F� �INISH�LOOR tG TEMP�RA'tLIF� GON7I�OL FH PIR� Hl'pRANT tHK tHICKlN�BS) �f�l��F� �������C� �O� I T'T I S ��OV�C I I S �1�� J�OW�� �I I �I ST'T ��OO� �� Y �� FLUOR �ORESGENt TO� �� - �ARTH . _ . . . , . p�,ASTER/CsUJB/8?UCCO FT FEEt tRANBV 7RANS1/�RB� I O� O� �J... I WOO�/ � ��. �SL/�I -SL/I I� S3S�.J I ���� I I Y � I O S( I � �J.�f,tl�l. GA GAIKsE tYP TT'PICA7EE� / �� FILL GERAMIC/QUARRY tILE ProJect No: GAL GALLON UG UNDE�CsROLAJD GAI.Y GALYANIZED t,MO IJNL�S9 NOt�D O'i'NERWIS� ' ° M,4RBLE �O �� � ��� GI GAL.Y,4NIZED IRON 1B VAPOR BARRIER �. _ �� CONCR�T� ^c � G GAS 1I�Rt II�RtIGAL w58 c�MU GLASS I�SH MoRTAR UNITlS) vEST v�STIBULE GR,p,y�� StoN� v�NEER " ^ GND csta"'�IND Y voLt Sheet No: 7he drawinge, epecificalfona and other documentb prepared by tha ,4rchitect ItAB Aeeoctatea, Inc� for thie Pro�ect are Instrum�ts of the Architact'b eervice For uee eolaly wtth reepect to thta Pro�ect and,unleea otherwtee provided tn wrlting, the Archltect ehall be deemad the CxR GR,o,p�,CsR,o,pING WC WATER GLOSETNJATER COLIM�I aole and exclue(ve author of theaa documenta and ehell retafn, wfthout Ifmtlatton, all common law, etatutory and othar reeerved righte, tncluding !he copyrighk hereof. No peraon, whethar heving come rlghtly into poeeeeefon F�eeeof or otherwieo, ehall employ theee documente on any U�-p GYpgUM Wp U1DOp ,4SPHA�t BAT7 IN3UI.ATION � . other proJect,nor for sddttlone to thle Pro�act nor for the compietion of th(e Pro�oct by others, unlaae w�th the pr�or expreee wr�tten conaent oP the Arch�tect and upon appropr�ete compeneatton to ths Archttect tn an amount and kind eatiefactory to the ,4rchitect. 7he GW3 Gl'PSllM WALL BOARD IUI� Ii�LDED WIRE FABRIG , ,4rchitect axpraealy claime all proprietary right.e in tha malerial which is tesuad in confldence for daeTgn end / or conetruction purpoeae of thfe Pro�act ae nolad. 7hsea metarlale may not be coplad,modlfled, nor ernployad In any way without t.he dpacrFrcp!'lor wrllter� coneent and H�v HBAtING 4 vENTILATING W U188tN1AtER/WIDEN11DtH e (s ea davel ar and contrector brochuree tncluded) the to ra Ia to ovfde tAB �4eeoetatee Inc. wlth fma es for uae TAB Aesoeiales, Inc. for tts Hp0 HIGN DEN8171' OvERLAY UJ/ WItH MEtAL RIGID IhlBULAtION 0■ � permrssron of tk,e Architeet. T,4� Aaeoctatos, Ine. All righ�t.s reserved. If thta pro�ect is photograph�d for any ree on el , op , pho g pha' pr , �!!, g by W�61tO �WWW.t.dI7d660G1dtO6.00111)011Iy. If tAB Aeeoctatea, �11C. deelree to uee any lmage In an advartlaing publlcatlon lmagazine or magaz►ne eupplement), tAB Aeexiat.ee, Inc,will pay tF� photographer a raaeonable P� Por euch uee. W/o WItHOUt ,� Call-Out & Location Jeld-Wen Custom Collection Rough Opening Sim. Div. Temp Jamb Jamb Details Type of Unit �ncludes + 3/4" Handing Lite Glass depth Important Notes Book Code (� ) Head Jamb Sill Label Room -� � . ` 1 Bed 1 Casement CCC3048 30 3/4 X 48 3/4 L None 6 11/16 � 2 Bed 1 Casement CCC3048 30 3/4 X 48 3/4 R None 6 11/16 - 3 Family Sliding Dor (DIM) CWGPDR16080Q 188 13/16" x 90" OXXC None X 6 11/16 _ INTEi�IOfi� SPEGIFGATIONS 4 Family Casement CCC3048 30 3/4 X 48 3/4 L None 6 11/16 pOOR ST1'�� K�Efi� I�OOizS AT CUi�i�ENT NEIC�NT 6'8" ICONTR�4CtOR TO 1��R1��'). 5 Family Casement CCC3048 30 3/4 X 48 3/4 R None 6 11/16 ' N�UJ 2 PANEL Rr41SEp i��4N�L ALDER. Assoc�ates STAIN ,4ND COLOR T.S.D. 6 Office/den Casement CCC3048 30 3/4 X 48 3/4 L None 6 11/16 Tt►eA►,ch;�cd,re/ee�ance ,4SNL�1' NORTON BRUSNED i�IICIG�L N�,RDUJAR�. Post Offloe Box 7431 DOOR TRIM 7 Office/den Casement CCC3048 30 �/4 X 48 3/4 R None 6 11/16 Av«,,CO 81620-7431 3��2 " PICTUR� �i�AM� DOOR C�4SINC� UJItN MIt�RED CORNERS. PROFIL� TG �E (970)748-1470 C�-IOSEN 8l' OU1NE R. t�.(870)748-1471 8 Office/den Casement CCC3048 30 3/4 X 48 3/4 L None 6 11/16 emall:tab�vad net www tabassoaates com UJINDOUJ tRIM 3��2 " PICTUR� �RAM� UJItN 1"IIt�R�D CORNERS. PRO�IL� TO 8� CNOSEN R1' CIvllEnglneer OUJNER. 9 Office/den Casement CCC3048 30 3/4 X 48 3/4 R None 6 11/16 B�,SE TRIM Structural Englneer. ��,�." B,4SE TRIM UJIT� STAND�4RD PRO�IL�. PROFILE TO 8� CI�OSEN �l' OUJN�R. 10 Bed 2 Casement CCC3048 30 3/4 X 48 3/4 L None 6 11/16 N�r�;��no ND C�Q� Mechanlcal Englneer � GABIN�TS-KITCNEN, UJ�T B�4R, LOU1�R L�YEL B�4R, BA7�IS. 11 Bed 2 Casement CCC3048 30 3/4 X 48 3/4 R None 6 11/16 �4LDER R�41SEp P�4NE�. 12 Bath 1 Casement CCC1830 18 3/4 X 30 3/4 L None 6 11/16 ElectdcalEnglneer . ST,41N AND GOLOR T.i3.p. COUNt�RTOi�S 13 Not Used CxR�4NITE SL,4� Y i�OUND �ULLNOS�-1"�,4STEi� 8�4TN tUB D�CK ,4ND S�IOUJER SEAT, ,4LL 8,4TN V,4NIt�'S, KITGN�N, UJ�T �AR, LOUJ�R LEV�� P,4R. 14 Not Used � TILE FLOOfi�fNC� fN �4LL B,4tNS , ,�„��� '>>, C�4RPET ,4LLOUJ/�NCE- l�3�/`r'ARp INST,4LLEp) ` � ` PLUMBINC� FIXTUR�S �4Np �ITTINC�S 15 Entry Above Casement (DIM) CCC1856-4856-1856 84 3/4 x 56 3/4 FIXED None 6 11/16 5/4 4/4 JAMBS KONL�R - UJNITE � ,a , KONLER - BRUSNEI� NICKEL �g Primary Guest Awn/Csmt CCA2424/CCC2460 24 3/4 X 84 3/4 OPER/L None X 6 11/16 5/4 4/4 JAMBS, TEMP @ DOOR / G ,� C � ME I-� NI ,4� Prima Guest DIM CCCP7848/CIFRT6080 ` � ST,4PLE UP R,41�1,4Nt �LOOfi� �IEATINC� 17 rY Fxd/Door � ) 75 3/8 x 147 1/4 Fixed/LH None X 6 11/16 � I"�IN. R-19 FOIL F,4CEp INSULATION IN FLOORS ' MEGN,4NIC,4L ZONES- �g Primary Guest Awn/Csmt CCA2424/CCC2460 24 3/4 X 84 3/4 OPER/R None X 6 11/16 5/4 4/4 JAMBS, TEMP @ DOOR _ 1. C�,4i�,4f�� ��1, STOfi�.4C�� �02, M�GN,4NIG,4L ��3. - 2. MUp �0�, �OUJER �EV�L fi�OUJp�R ��5, OFFICE/pEN �13, F,41"�IL1' �11, 8,4fiz �12 19 Prim Guest WC Casement CCC3030 30 3/4 X 30 3/4 R None X 6 11/16 TEMPERED STOfiz,4C�E �15, I�,d,LL �18, ENTiz�' �I. � 3. 8,4TN #2 ���I, BED �2 006, GLOSET. 20 Master Bath Casement CCA7218/CCC1854-3654-1854 72 3/4 X 72 3/4 OP/LSR None X 6 11/16 �4. Br4TN #1 ��8, BEp #1 ��9, CLOS�T #1 �1�. 5. LIYINC� Im3, KItCN�N 1�5, pININC� 1��, V�STIBUL� 11�4, UJET �3,4iz 113, POUJD�iz 115. 21 Master Bed Casement CCC2436 24 3/4 X 36 3/4 L None 6 11/16 �. M,4S7ER R�4TN 1�8, MASTER CLOSET 1�9. �. M�4STEi� S�p 1��. 22 Master Bed Casement CCC2436 24 3/4 X 36 3/4 R None 6 11/16 8. Pfizll"�Afiz1' C�U�ST BED I1�, PRIM�4R1' C�U�ST BATI� 111, Pfi�l1"IAR�' C�U�ST CLOS�t 112. EXT�RIOiz �NTi�1' ,4ND StEPS 23 Master Bed Awn/Csmt CCA3018/CCC3060 30 3/4 X 78 3/4 OP/L None 6 11/16 5/4 4/4 JAMBS ,� �LECTRIC MAT �-1�,4TER. CCA3018/CCC3060-CCCP6078-CC OP/L-FXD- ' ON tIM�R. 5/4 4/4 JAMBS, TEMP DOOR _ � 24 Master Bed Awn/Csmt A3018/CCC3060 120 3/4 X 78 3/4 OP/R None X 6 11/16 @ 25 Master Bed Awning CCCA6036 60 3/4 X 36 3/4 FXD None 6 11/16 , 26 Master Bed Awn/Door (DIM) CCCA3618/CISWT2880 34 3/16 X 117 1/4 OP/RH None X 6 11/16 27A Master Bed Casement CCC3060 30 3/4 X 60 3/4 R None X 6 11/16 5/4 4/4 JAMBS, TEMP @ DOOR � 27B Master Bed Casement CCC3060 30 3/4 X 60 3/4 FXD None X 6 11/16 5/4 4/4 JAMBS � � _ (�,, o 0 27C Master Bed Casement CCC3060 30 3/4 X 60 3/4 R None X 6 11/16 5/4 4/4 JAMBS � � � � 28 Kitchen Awn/Csmt CCA6018/CCC3054-2 60 3/4 X 72 3/4 OP/LR None 6 11/16 5/4 4/4 JAMBS � � � .� O 29 Dining Awn/Door (DIM) CCA4218/CISWT3080 38 3/16 X 117 1/4 OP/LH None X 6 11/16 � �� C� � � � 30 Dining Awn/Csmt CCA6018/CCC3054-2 60 3/4 X 72 3/4 OP/LR None � 11/16 5/4 4/4 JAMBS � � � � � > CCC3054/CCA301 S-CCP4272-3054 UOP-Fxd-R/ y ,; 31 Dining Awn/Csmt /3018 102 3/4 X 72 3/4 OP None 6 11/16 5/4 4/4 JAMBS � � � W CCA3018/CCC3054-CCP4272-3018 OP/L-Fxd-O e� � , 32 Living Awn/Csmt /3054 102 3/4 X 72 3/4 P/R None 6 11/16 ° � � 33 Living Awn/Csmt CCA3024/3060 30 3/4 X 84 3/4 OP/L None X 6 11/16 5/4 4/4 JAMBS, TEMP @ DOOR � 34 Living Fxd/Door (DIM) CCCP7848/CIFRT6080 75 3/8 x 147 1/4 Fixed/LH None X 6 11/16 35 Living Awn/Csmt CCA3024/3060 30 3/4 X 84 3/4 OP/R None X 6 11/16 5/4 4/4 JAMBS, TEMP @ DOOR 36 Living Casement CCC3060 30 3/4 X 60 3/4 R None 5/4 4/4 JAMBS END Jeld Wen Custom � Collection Specifications - Exterior Program Choice Options Available Clad Color: Luxury Bronze Standard colors-41 OR Special Custom Match (Custom Match Add Setup Fee and 15% premium) OR TBD Paint Finish Specifications: qqMA 2605 No Substitutes Paint Finish Type: 70% Kynar 500 No Substitutes -- - Revlslons: : Simulated Divided Lite: 7/8" Bead Prvfile 7/8" Bead, 7/S" Puty, 1 1/8" Bead, 1 1/8" Putty, 1 3/8" Bead, OR 2 5/16" Bcad Insulatcd glazing from failurc � Glazing Type: Cardinal LowE 366 (dual) Dual glazed or Triple glazed using Cardinal LowE 366, Cardinal LowE 270, Cardinal LowE 240, OR TBD Hardware from malfunction U-Value requirement: 0.35 (may vary based on product type) Varies-Specific to glazing and product type chosen SHGC requirement: 0.20 (may vary based on product type) Varies-Specific to glazing type chosen Wood from wood rot (pine only) STC Rating: 28 Varies-Specific to glazing and product type chosen See manufacturer's warranty for more Issue Dates: LEED Certification: No information. 6✓23/09 CD's Interior Wood Species: Pine VG Fir (+10%), Knotty Alder (+20%), Mahogany (+50%), OR Custom Species (�80%) Installation Wood Preservative: Auralast Pine Only sheetlltle: � Install per manufacturer's installation Window Hardware Finish: Chestnut Bronze Chesnut Bronze, Desert Sand, White, OR Upgrade to Oil Rubbed Bronze, Brushed Chrome, Polished Chrome (+75/wdw) instructions. Window Window Lock Type: Unsion Standard feature Sehedule Casement Crank Type: Folding/Nesting Standard feature Door Handleset Finish: TBD Oil Rubbed Bronze, Black, Pol. Or Brushed Chrome, Pol. Or Antique Brass, OR No Handleset Door Strikes and Hinges: TBD Oil Rubbed Bronze, Black, Pol. Or Brushed Chrome, Pol. Or Antique Brass Screen Stop Profile: Traditional-std Traditional OR Contemporary (square stop profile) ProJect No: 0658 Contact Informatior� JELD-WEN Distribution, Brad Wright 970-481-3394 � . Sheet No: � . A o2 -�, „r \, \ ♦ ,��' � ��� ���� \�` �x��'J���� � � \ ,,--�� \� \�� ,, �O� 1 Slt� 1����LOfi�1"«Nt St�4N1��i�DS - � APPROXIMAtE �.00A710N OF �� � \ � fi= 100-YR FLOODPLAIN �, � ,--' � �, BIC-�HORN 5TN .4pDItION ,acr�,a�e oR sQ. Ft. oF �ot: m.a�92 ac�s, 2ia�si.� sa.�t. , \ // \ / . , � \\ \� NUMBER OF STORI�S: 2 ` ` FOUND 15' WITNESS CORNER ��,, ��\ ���\ ' REBAR � r4LUMINUM CAP � � � � � � H�IGHt O� StRLIGtURE ABOI/� CsRAD�: 26'-33%° - � L.S. No2�598 ,�� \ SEW�R MANHOLE \ �` 1838m 1) * �� DU1�Ll.ING IINItS � �\'� � � RIM ELEY.=83'i92 � �� 5,023.�#� SQ. Ft. � ♦ � � �� Slt� GOl/�RACs� `--/ \� � � \ 1 LANDSCAPED AR�A 16,�08.1 SQ.FT. CAPPROX �'Tqe) �OUND REBAR E �� � \ \ � � i ENCLoS�D P�4RKINCx 2 SPAC�s � ALUMINUM CAP ���� � � i 1..5. No235fa6 '� ��� ���� � � \ � UN�NG�OS�p PARKING 2 SPACES ��� � � ��'�\�� \ \ � � � SNOUIMELT ,4REA N/,4 � .� , �. �� \ � � � Assoc�ates � �, �\\\ � � �\ DRI1/�WAY ,4REA 3,266.9� 50' StRE,4M SEtBAGK ( � C � ( ,� � �� �', �\��` � ♦ \\ i � �RONt S�tBACK 2�� The A�+chitsctv�sl Be/ance P�R TOWN OP VAI�. � Avon,oo e�s2o-��� C � , � '� \ \�� S$ � j � . 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' ,/ ' 1838m5) EXIS71NC�s r-===���/��--� -i ���/ \\��' / / / ' � � � . � T i 15.6 -1' ,- � �''• � �OUND A WItN ?' �. 6 DECK � �i��� � i- � � . � � / 2 .8" / ALLIMINU�M G P :j / � T BE R�MOVED ����i l j �� -�-�� ��-� ' C838�7) ��/'� /� � � L.S. No. I��ECxIBLE . ;•� � �� � I �� �_ ,_i '�_�_J � �j/' � / �� N�1'31'09"l�l-2.�4' ' / ��-� �- I�.� � i_(- �_ r �%' / / �/ FROM WITNESS GORNER � r �-J--�- , �- / / : I _���, _ ; _ � i �_, , , � � � /�� / � ,4SPNALT .,j � .6' .,r; , �-- _ —DECK ---- ��i (_ �J'- I_' f-_�J ' f � ' � 18381) ��/��. ��/ �✓/ - -' DRIVE � ' r� � � , � J ; J-J //' � `� / WAtER �EAtURE � ' --- - �, --�-�- �� _-� r� /� / � � / -� I ' ' r- - -- _� �__' __r_ �._� ,-_� i � /• �� � / EAS M Nt ' i i ,� _ .� ;J- �- r, J - - - - � ! �1 � � .s�i- � ,�� � �-�� / '" (REGEPtION NO. 8�t�.1 i °� �� � ��_' � ; � � � ; �_� - -- -� � '- '- �- � � � ' �-'�- �r r ' //' � � ���n�ra 1 �lot�s '/ , r- ' --� ' � ,- �i � -i ,- - - ,_ �. _i_' i ',J_rJ J / �� / % / � n ��� <�� ��J' � � � � J=J-� -�;'�,' ,�_��-�_� � �J-�-`-�� =�"- ���%'� �� / � � 1. Existing site informatfon ts based upon a topographtc survey, Pro,ject Number 1162, dated 1/2�/0� 18378 9) `� ��� �_� _ � , � , , , /" / / CENTER �INE 20' re ared and electrontca I I rovided b r �- � ' -� ' ' -��- � - ' ' -� --� �--� ' --� � � /'� � p p y p P�ak Land Consulting Inc. Vatl Colorado C9�f0) �76-8616. ' � � •.,� 11 (838�8� ,� �_I r-I , � I- I-" '_' � 1 i I i �_�� �-- �-'_� J � � I �_'_I-; j � �I J- �_j /�//'• // � � SEWER EASEMENt y . • , , , , j''• .,�� � J �� �- �XiST11��,�UfLDIN�x i ,� � r; � � , ��-_ � / /:• / (BOOK 653, P�4cxE 155) 2. the Constructlon limit Iine is the contract Ifm(t line. po not dfsturb any extsting trees or vegetation � ••..,�� i � J ,-� ,--�--� oU���� � � � , - � _I�_� , � i� a _� i �i�����'�i �� �� �� designated to r�maln or located outside of the construction Ilmit 1(ne without approval of the Owner � � i- � i i i \�� � ����-����'' i�r� �-�;�-�-��' �- i �� j � and Arch(tect. � / � n - � --J � ' i�_' ' � I �' _ _ � � � •� INvERt=83'18.8' '� � 8-5 ^ � ^ ;- � � i r J , I� �� J � - �' � � i' � ���� � �� 3. Contractor to verify existing sit� information, including structurea, utili!(es, property lines, limits of roadways, � � •., � � o I � � _J , ! _� i__ . i l _ , _� _� , _ I � _ � �. �� 156 a n d c u r b s a n d gu t ters, t h a t may e f Pec t t he scope o f wor k pr(or to beginning stte constructfon. � � ,, � I �. " � �- �-' r- ; � = � � -- I ,-� J � ; �-,- / /:' 9 " / � � � � 3'19(I�) 8.5�� •.,.�� -J_Exl.�'71NCz_,LOItlER L�Y�� -� -- � //,: / }� ��5�� _ � r_r�-_=-s / 4. Existing utilfties are indfcated for tnformation only and not intended to show exact locatfon. The � '•••�� ' � � ;� ��r , , � Oi �" i � tREE LECxEND � � oUtLINE OF i �''•�� �8381�� -� -� - ,- - J �- -' ,- -� � �_ _ _ ; � �r ��' � Architect (s not responsible for the location of underground utilit,les or structures i _ _ DRIvEWA1' t UtlLlt�' �fi----�--- � ExIStINGWAtER / �.��� � - _� _ f_ � � � ' -� � � -' � i� ����i� �� �� O {.,�., � {.�„E,�,,, whether or not shown or deta iled and insta Iled by any other contract. th� Gontractor sha II locate oo � O RIGNt OF WA�' J - � ' � ;� J � �-J - � -- , I � , al) utilitfes a — OINt EASEMENt I ^ FE,4tuRE � � � � I� , i � i � nd maintain the locat�on during all phases of the work Gontractor shall be responsible � � O CBOOK �53, PACxE 402 AND � I /� �' � I :'/ 18381�) - ' -� -' � i� - -- -� -� -' - � ' � / 6•,ae�►+ 6•��., , � • _ _ _ r-�-�_ , , , i/.•' � � for an dama e to utiltt(es or structures and an In uries thereFrom. Restorat(on of an utiltties ee RECEPtION No. 615525) I I / �'� ` � ' ' � � '� J r '� � � '- /:' � � 6' � y g y J y � U I � � 1 I � / J , _ � J- � J � _ � J i � • i �.� � �� damaged by the Contractor shall be at the Contractors �xpense to the satisfactton of the Owner. = I i �� � �� I � .'/ Ex I ST. EL�G , J , � - �- , , � ��� / � % e�ae�r, a����, � '� � � I � � � '/ MEt�R TO B� p � �_�����r � -' � ; � _ � �' � �^� j �� 8• 8° 5. Contractor shall verlfy all utility serv(ce, meter, and pedestal r�qulrernents and locatlons and access to meters � � / � �� li � I � j R��OCAT�D �` ' I I-� ' � � � �-' ' -� �� /���� 4,.� 4i � �ll / �� -� � � and equtpment wlth respective ut111ty compantes. � � � i:� � � ��� � v� ., FOUNp REBAR 4 (83�9 ) j �I M �, � I j o �� � - , ,' r-J r- i� �/ i� ,��Q�,� � �� �/ °�� � � 6. If re uired, a ualifted �ire Protection Consultant should size the water servtce lif t,he buildin ( � � ALI�MINUM GAP I li � � 6 C83814 , � , , I� i � �ti / a �I g s) has a fire sprinkler systern). � . i pp I i . 2m�� �a38m�� .;. p � ;� � �8I�1:�'� �,�v � / C� /� If the buildingls) does not have a Fire sprfnkler system, the water service should be sized by th� Mechanical Engineer � � W .L.S. No. 27598 f � � j I � � p,o �� i : �. f,, , , 1�' �i �/�� � � �.� �, based upon existing pressure, length of pip� and de+nand. the fire I(ne should meter and PRV. � � II � �XISFi'INCxWAtER ,� 1838rZ�8) '�' , l ; ;," ��: / �//,.• � �Q � � � ou e„e�, � � \ � I l -� i � � �838�2� , . �� / � / n "1. ConForm to local water and sanitation district specifications for water and sewer construction. �� Q � �� � � �EA'�`RE/PUMP , , - i ��; i � �/ Maintai� Im feet min(mum separation betw�en water and sewer under round service i es. Maintain seven feet � ` 0� � -' � � � . � � � minlmu g p p � � N/V � � , ,��\ � \� � �� ;, , � µ,� µ.���� m cov�r at underground wat�r service. Increase depth to 10 under driveways. Sewer servic� shall have � � �S � � �� h ' I �� � . �' �� ; �i � ' . �. " �� °�{. {„ minimum cover of 5 6 . Prov(de sewer cleanout with location to be revieweci by th� ,4rch(t�ct. `� �� � � � �a38m � � ` / . , : i � � � � ��� ���� � � � • , ` �;��i � . �`' f � �;. , � �� � 8. C-ceneral Contractor to provide drawing showtng proposed utlitty s�rvice con�ections for th� Architects � � � � � ��� / '� � C83"19.3) I \ �� / ' 1 �, '/�4SPHALt ,`� / review prior to construction. � � / — \ � �.��� � / 16 � D�MO NA7CN�D ��,-. / %'/ P�4tCH Wltl�l� ������ ` � � i PORtIONOr DRIV� � �'� INFR,4RED/ '� „ o �•�►+ w����, 9. Road cuts and any other construction in road right-of-way shall conform with State and local � � OI i d.i Q � ,-� � �- � � � PR�P FoR NEW � ��,� 5E�4L � � � 'g' �' dev�lo ment re ufrements. ( �.� COI i �_-=�-_ � /. / / � I� G �` � �-_ CxARACx� ADDItION / JOINt t ��` / J �._-� �o ���_-�- 3� � E�"IStINC� � ' � 381'� ExIStIV � ��` � 10. ,411 compaction, gradi'ng and trrtgatton ad,jacent to the building shall b� (n accordance with the Soils Report prepared by 0 � INvi�ERt=8377' � ��,�� � %�' � '�' / �-�t S LKP Engfneering, Inc,, Job No. 09006, ,4pril 22, 2009. � �� � I � 838m'l) r �/T� /�' � / ,--' �` t �83�9� �__ � �i"2 1 ,�••,i 38ma� cfi����e,, '�.,i_ �� BIC�HORN SURpIViSION o�, �,�►, �, ,,.�„E,��, II. Prov(d� written notiffcatlon of all diacrepancies betw�en exiating and proposed sfte improvements. � 12. Gontractorla) shall tak� all necessary steps as required to properly protect and maintain his work � .�``` \�� \ � �� iI i:�•� /��. %,�,'�S�� % 183811� �/ - � . v���� C�� �� �� � I� I � ��. ?8����,/ / for the duration oF this Co�tract. � � � � � � i � �. � / 13. Contractor shall obtain construction de-watertr�g permfts, ff recruired. . � ��`���, � � � �� �� �� i� i�� 8. % �� z{,� 1�. these drawings do not specify sa F�ty materia ls, equipment, methods, or sequenctng, to protect ersons �� C8380 � � ��\ ��, � �\ � � 1 ' ,,.� �� !. % � z4• and property. It shall b� the contractor's sole responsibtl(ty to d(r�ct and impl�ment safety p �� �m � `' `�``,,� j �\ ���� ��1 ''•..•� i� ;'. �838�2� � �/ Leaend and ,�bbrev1ations operations and procedures to protect the owner, other contractors, the publ�c, and others. � 15. R�Ference to r�orth ref�rs to tru� north \� ``��� � \\\ \\��� �'1 `1 ••.\� �� � // BS bottom of!ep elev ---��-- ex(st gas Itne ��p. ,411 work sha II GO �� COI�G�tE ��` � �� �� � � ,.•�i � / BU1 bottom of wall elev --��-- exist etorm sewer 11ne mply with all appl(cable codes and ordtnanees. � SIDEU1ALK `�` �� �111 �.•'��� � / CJ control folnt (saw cu!) �� „ ��� �� `> ���,7,� �.9) / / ;' �/ GMU concrete masonry unit --�q�—_ exist sanftary sewer Ilne ��. COf1t1"dGt01"CS) S�II employ a Ileensed surveyor to establ(sh all work I(nes. � , , �� � � •/� ' i i �� CONt c�vnttnuvuo R�� � �� � '' � cP spa/pool coping �i�� ---�--- �x�st �i��t��� Ilne I8. GontractorCs) ahall stak�e out all areas, includfng but not I(mit�d to buildings, driveways, walks, pavements, t ' � � � • � � � r 12 / � � PI drafn Inlet - . "�� \ � :�/ 1 / / :� / / , �� � ;•� i � � .. � � E�, wa Ils, pools and fences from CApD files provl-:;��, by ,4rchitect and sha I I obta(n th� approva I of the ' . ��\ .�\` \ / �;� � � /� � � DIA dfameter ---w--- exist waterline �' Archlteet prtor to proe�eding wtth the work � .:� � � �� - / DRU1Cs drawings � StO� �N�'�t `� ( 1 EJ ex anslon�oint ----t---- exist hone/t v C-�R�TE ELEv. =8381.m' '�� ` \\� '�� � � � '' � p p 19. take all dfinensions from face of curb, wall or bu(Iding or (dentffied centerlin� unless oth�rwise noted. � \ � ` \ � ;•� i i , ELEV �i��ae�on 20, ,411 dimensions called out as '� ual' are e uidistant measurements to dest nated c�nter els) \ � �� \ �/ / / � � / �C� equal �..�H exist sanftary manhole � ��� � '� � �l! �XIS7INC� // /� FF� ftnish floor elev q q g 11� �� �838�2) • `�`��H�-DRAM �•/ � �i ffnish grade elev exist fire hydrant � �\ �\ � \ •:%/ � ASPH.4�v � , � �� �ioW Iine of swale � 21. Take all dimensions p�rpendicular to any ref�rence line, work lin�, face of buildfng, fac� of wall or 2, ` �\ .,� � (,� DRIv� � , � p centerlin�. � • � : � FS finfah surfac� elev ( vmt) �� - ��` �� � � / / ' �0� / HP h(gh polni elev ahgn surfaces �'�a3811� 22. Computed dimensions shall tak,e precedence over scaled dimensions ldrawin s are NOt to be scaled), � � •v ..�` �\ .•:� � � � // Ht ne�gh+. �� ���` �� ,..� /(83809) �� �� /� � Lt� low polnt elev +/- plus or minus dtmenslon and large scale over small acale drawtngs. g � ' `. �� i / / , �� MAX max(mum 8 AI ISSUA DAt88: t � / v ��� �,, � � . , � / MIN minlmum 5 d�tari �siioUt 23. ,411 angles to be 90 degrees and all Ifnes of paving and fenc(ng to be parallel unless noted otherwfse. � � (83813� . •� ���\ �'j•., / �( o.c on center \ �,r'� • �` �\ � � � / � � • g�_bn � �� � � i � �� � �, � �.a plantrng aree �- dfinenston 2�. Mafnta(n horizontal al(gnment of adJacent elements as noted on drawings. 2/27/09 DESIGN REVIEW _ SUR1/E'f NOtE- ��� • �v �` •'' -'•`� � � � / • / PvMt pavement . 5�/09 BID DOCUMENTS � / �� ��.� i i ��. ,�y-�, / ,/ � wrap radlus notatlon angle notatton ,a,�,� ���- 1 TOPOrsRAP�IICAL INFORMAtION 25• Reference to sca le ts for full slzed drawin a onl not reduced lana. o not sc , P a le from plans or deta i Is. �\ • `�` �� �� / �% / / RIM Inlet/manhole rim elev ELECtRONiCALLI' PROYID�D BY "Peak Land Gonaulting, Inc", g y p 6�l"23✓09 CD'S j - .. 26. Notes and details on speciffc drawings ta4c� precedence over generai notes and typical detalls. �\ � „� ,��`` . � � / / /� / tC top oP curb elev prop gas Ime PROJEGt NO. 1162, D.47ED 01/24/07 fis�VIS�D Ifd/IS/07.) � / / � tS top oP step elev � . � �8 81 / �/ tw top oP wall elev ss prop slorm sewer Itne 2�. Conflicta or diser�panetea wtth gradea ahall b� brought to the attention of the Arehitect fmmediately \ � � ` �2' � and prlor to proceed�ng with work � � � �` � � tYf' typica I �� .`�` ��� W111F welded wire fabric ..— prop sanitary sewer I(ne -��ml�orarU �ros ion Control `S�IA8t�8� `, G L.E tv � ws spa/pool water surFace 28. ,411 fintahed grades shall provfde for natural runoff of water wtthout low apots or pocketa. Set flow � ��- 1 �� / �EST,4L .� � � ?�� — .� prop electr�c irn� linea accurately and provlde a minimum 2.5�o and a maxfmum 33io radlent unlesa otherwise noted or Iilustrated. Existin � � % / dtrectron oP slope Straw bale stltation berms shall be utilized during the g � � .� / --.� .— prop waterlrne construction and landscaping p�rfods Berms sF�all be �� �83816� � � �� ----� dfrection of swale located accordin�g co a Gontractor prepared 7emporary 2g• Crtradually round off topa and toes of all planted slopea to produce a smooth archltectural transition � / � ,� ,� �roslon control Pan and shall be �nstalled rror between relativeltI level areas and slo es, unless shown otherwise in grad�ng details. Demo \�� � � \�� � ---es3m---exlst contour prop phone/cable tv t0 eXCdVdtfOYl p J � 3 � 3�. C�radea shown are finiah grades. Subgradea needed to attaln fill or topsoil placement are not reflected. • `8 prop boulder wall Ulater dlss�paters shall be �nstalled at tntervals �n Hold flntshed gradea for planting and lawn areas 3" below top oP ad,jacent pavement, and/or curbs, S�te \� ��, � w� prop contour � dratnage swales not to exceed 25' according to � ,--____ �s 6�?� th� t�,np �rosron contro� P�an. unless otherwfse noted on t,he drawings. The flnlshed subgrade should be revtewed by the ,4rchitect � __ �� + proposed spot elev rior to as well as u on com letion of, landscape inatallatton to v�rtfy that awales and drainage features Plan ` -''-- (FS 6'125) p . p p � —� + �xist trees to remarn 7he Gontractor shall be respons(ble for prevent�ng are constructed per plan. � +exist spot elev the release oF sediment, laden water from the �� (83819) �5,6�� D construction s(te, and shall be required to Install 31. ,411 concrete alabs or footin s shall be doweled tnto abuttin Wdlls, oundattons and footin s uSf11 � NOIRTH� --- property Ime add�tional control facilittes at the dfrectlon g g f g g � of the Owner or inspector, should problems occur bars of the same size unless noted otherwise. ------- construction Ilmft Iine ;�' + \ 1 trees to be removed �' ' �rot�ct inel Na tura l ��a tur�s 32. Provide expansTon Joint every 30 ft, max. and where new concret� abuts ex(sting concrete paving and (8382 3) --�--- centerl�ne ____ Wd IIS Ut1I�.°SS OtI'k°rWiS�.° f10tc.°GI. PfiOJACt NO: � �� �S 1 �I ��I���O �1 ��. ���� - - - - - - butlding envelope the area of dlsruption will be completely Penced to protect surroundtng und�sturbed vegetation. th� areas 33• Provide control ,joints as shown on drawtngs between expansion ,joints. 0658 Ala SGALE:I"=I0�0�� ------------ eaeemen! w II be rev geta eda o�ac h the�natu al�vegetatloone 3�. Sleeves and conduits ahall be tnstalled IS in. below f(nished grade and shall extend 12 in. beyond � , back of curbs, wa Ils and pavtng. S��. �83s2�i) 35. Retaining walls Cboulder, concret�, etc.) over �'-0" in height to be des(gned by a Professlonal Englne�r. _. . � � m 9 � ��� �� �� ��� `� �, ���� \ ��\ ��, ��� \ �\\ ` APPROXIMAtE LOCATION OF ����, �� ;,,-�� �� '�.� �O� 1 �'fiZOi�OSEI� � tmm-YR F1.O�DPLAIN �,+ �\ ,,,--' �\ �.� BICxNORN 5tH .4DD1tION '�''.�IT� L7�1���0�='1"«NT 5T,41�1�,4}�I�S � � � , �I,IND 15' U117NESS CO�IER ,', �\\ � ���\ ACREACsE OR SQ.FT.OF LOT: m.492 �1C�S, Z1�F315 5Q.FT, ■ REBAR t ,41..UMINUM GAP ��� � � `� �� NUMBER OF STORIES= 2 - L.S. No.2"I598 �� 6EWER MANNOLE \ �`� �_ �� �838m I) �!� � � RIM ELEY.=83"t9.2 � ��� NEIGHt OF StRUGTI.lRE AB01/� CsRADE: 32 5��i � ♦ �\ '� �� � � `� DUJELLINCs l.IN1T8: I . `--- ♦ � • j StTE COYERACsE $,442* SQ. Ft. � � I POUND �2EBAR < 9895 5Q. FT. IAPPROX. 75�) \� � \ �\ j LAh1D3CAPED AREA 15, ALUMINUM CAP '��. � 1 i L.S. No.23506 '� ���;/��\ � ` � �. \ ENCL03ED PARKINCs 2 SPAC�8 � � ♦ � � �\ � i UNENGL03ED R4RKINCx 2 SPACES � �+ � � � �,��\�\ � � � � . SNOUJMEI.T AR�A 88�.�# (�Q. bZt3�) , � � � .� � \ i ����O���a7 50' S7REAM SETBAGK ( � � + \,� ��%, ����`\ � \ i � DRIvEWA1' AI��4 Z,sm6� The PER tOWN O� VAIL ( � � ( � . � � � �� SS �� � � � FRONT SETBAGK ��� '�'�Ch1�19Cd!!'�l BSIa�CB ZONINC� 12-1�-1`i ` � � �� � �� � ��`e� \ �� � � PostofAcesox�431 �� � ( �\ � �� �\ � ��, i . REAR 8E'B,4cK �g� avon.CO 81620-7431 6 ( �� � '�,.� � \�� �,,�� ��"` \�e,, `� �1 \ SIDE SEtBACK �g� (970)748-1470 C { ` � \ � � ��` �� �T" � \ fa�c(970)748-1471 � , � , � � , t �� ( ` �� \ \ . \• �� '�. \ � \ �,�'y emall:tabOvail net - � - ' - , - C � �a0 � \ � ,� � \� �`$ �� �T \ www tabassociates com � - - -� � ' ' � - - �- � ' , � - EXIStINC� ROGK UJAL� � � ( � � �♦ \, ` � �� � \���eJ'� ` � � � CMI Engineer - � - � -� � ' -� - ' i ' ' - � ' ` �� �, � ��� \ � \ \ � , , , ,_ / \ � \ e, ♦ \ � \ � � � C83�8�) 9b" � �, � � � � � � , _ �� , _- � -` � � - - - � ` � A-\R. \ � ,� � �� �\ �� Stnxtural Engineer . ' � - / ` 9b�� 2� �S � �\ �,�� � ��\ -� � j - - ' -' , ! ,- , - ; � ; , ` \�� \` ��sr,, � \ �.\\ �� \ ♦ �� � N(830)7n55-8164� , , , ; -' -` , _- ; ' �- - - . , -� LIMIT OF -, / �O� � ` � \\�\ �` \ \� ,�\ \ \� \ \\` / Mechanical Engineer. _ , _� . � � , , � D IStURBANGE � � ► `� ��,, �,� � �� 'e`,� ���,� �� ,� _ , . - , ,"' ' �- , � - , , ; �� O.��J2 ,4 cJ' ` i �� ���--- --��6. ��� �� ,� ` � �\\ � \�� �� EleCtdCel Engineer _ , ,_ � � _� _, _ , • . � \ / EDCxE OF WAtER � � ' _ - - - �4C�DRESS: 39 PfNE DRIvE � ; `� �� , �� , � � i ` ,� - ' � BUILDI OIJTLINE � -' � _ ,_ t83789) \ 39"( �%'� � i � � 't�, \ � ��`\ �� �t`!, � ��` �` y� - ,- - r - � ' ' . - � \� ,. '�'•. � ���� � \\ \\ � � �\ \� i'��'�, �/ � � \��� / ' _ ' � _ ' ' _ '•/���'•. i%� � ` � � ��\ �i ��,/ / � �� � , - j � - - � �0� �� \ .•'� � •r!.• II � � . �„i � ���� � Y�� � Sesi � , � � J _ ' \ ,.• �� � II � � � \ . � � � � �� : . . � � � i � �. ,, ,,,,,, � ��, -_ ' � _- ,- ; � � -,_� � �-' ,-, , � ,- � `�;� . .••��� /� ����1. . C� � �� � � ��� ��"� �� ��, , ,' ' - � � � �.�1,, , .••'i �j . . M � � ♦ : � - ; � ' ' � -_ � , ' ' ,- I � '_ � �1.2 ./, SILT ��NGE 7 � .•�i �� ����• �9' ` � \♦ �/\� �� ♦ , , , , - � , ' � � ' - . �'••.,�� �,�j� /� � . \\ \ �, . \� � �� \ � i 1 - -� �_� � - ; _ -_ _ i ' � ���'•• �'i� /� LINE OF II ��'P� ` � �' 3 �o) \ � � � � � � ` � _ � , � �- , �'••. . ,.•� , �#.0►,PYG DRAIN � � � ''� // � W DEGK il � � ♦ . i/ ` / � / �% � - , 83��.,.••�� � � � 70�{�A1'LiCxHt � � ♦ / � 1�� - - - � ' - ;- - � : y� ,�(�, _ _ ' ' _, ' ` _ � , '•�• , �• �� /II FROi"I� QUJNSPOUtS � �� �� .% \� / � / ��0 O"( ' � ' , ' ; , _- ' •'� ���j ____ ��--. ' �� AND ��pR.DRAINS � � � '� � � . � �� � � � - .1�-�---� - � II �'. �� ,�� � � -� �---- . _ , , - ' - , � � -/� � � �-.,, • �\ ' ' - ' � ' ' � i ���/� \ II 1838m�o) \�° 1838(a�o) ��17 � �� 14.�� , , � , � . - - •'% � �,� ��•. � i / � ' � � � ' - ' ' � � , ; //i� W �---"'�\ ��� �••. / i � � , , � �- - , ,- - , - �- , ,- � �•.,. �� � , - - , � - , � , ' �,��;� /� //�/� � `IL� �\•. /�� %� ` - , - , � - -� � , - . -J //��� '• � -- � - � -- - , ' f ` - -� � �i '� __---'� /�'�� I � ��''• �� �� � � / _ I J � , i � , _ ^��,%� ___ _- / \\ u �\ m �\,.. �/ � / /� ' -� - , - �•'� '� 1838m5) �//� �� D5 �,�\ \��'• / / � �'•. FOUND REBAR WITH - - - ,- , ,�D�.�� � // � � I Cs 4m9. � n %� / 6 ///�/ \�� // ��� -29��i�z�� �1K' %:�. q� �� / � .8 �/ .4Ll1MINUM GAP �� � � � � � 3 �) �/ � L.S. No. ILLECsIBLE •� � / /��� / / � / � / : / % N41'31'09"W-2.��' .•'/ � RIDC=E =8413F�$'i� � �\ � �\ �\ a� ��/ / � � -33 � //C IN�x �� �/ �\ ��0 `o0 3 /��/' // / // �ROM WITNESS CORNER /� // � � tESt � � � /��� / / � // � � � �, �•' � / �DRIv�t '� � i � /// �� �/ �8381) �/.�� � � �' j� � I WATER �EAtURE � / � �� �� �� /�% �p� /� / �t...°��..°�`� � t�lOtt�°S E,4SEMENt � � �� CREGEPTION No. sZt�•1 i °� �� �j� i� i� ��� �/ � �4 " 1. Extatin site (nformattor� 1e based u on a to o ra htc surve , Pro ect Number 1162, dated 1/2�/0� ,.••j� <\ ,�^� � � �%�/ �i/ j/ � �/ prepared and electrontcally provided by Peak Land Consulttng,lnc., Yati, Colorado, (9'10) 4'16-8616. ` � � � / /�'� / / / CENTER LINE 20' C83�189) `� � i �� � � � g,-�� � � �/ � � 2, the Cor�struction limit ltne ts the contract Iimit line. Do not diaturb any existing trees or vegetation �IRE NOSE �1 1 �' �, -���i� �� % SEIUER EASEMENt � C838m �/ ��� a � i �/' i desi nated to remain or located outside of the constructton Iimit Iir�e without a roval of the Owner /�''��� i � � � EXfS71NCs CxAS �� �/�%•'� �/ % / � IBOOK 653, PACsE 195) 9 pp / ''••��\ i 3 ��� �� �� MEtER � / //���/ / / !/ and �4rchitect. 3. Gontractor to verif existin site information, includin structures, utilities, ro ert lines, ltmits of roadwa s, •••.�� ``� � `�. �� � �� j y J J p p y � „ 15� and curbs and guttere, that may effect the acope o� work prlor to beginning s(te construct,ion. a� INVERT=83�8.8� •.''\� S.5" � \\�� � n � � / /�/% �� �� � ,/ ''• � .. \ � °� „ , ��\;��,y /i � �� �% � �, Extsting utiltt(es are tndicated for informatton only and not intended to show exact locatton. The � � „ .,, .� �x15tIN� LoW�R LEY i �/ i /� ,4rchitect is not responsibie for the locatton oP underground utilities or structures 0 l 3�9m) S•5 ' �. � ��� �i Imm'-ram" 183819'� i � i whether or not shown or detailed and installed by any other co�tract. the Gontractor shall locate � -� � � .��'''•�� 18381�) � / � oUtLINE oF � '••.�' �j�� BoRINCs i �/��� / all ut(littes and main�ain the locatton during all phases of the work Gontractor ahall be reaponstble � � DRIVEWAY t L{tlLitl' fi----"---- EXIStINCzWAtER � �� �" a� / Por an dama e to utf Iitiea or structures and an 1n uriea therefrom. Restoration of an uttlities i � � , :'i i �� test +� / i / y 9 y .1 y a� O RfC=Nt-OF-UJAY JOINt EAS�MENt I I - ^ � FEAtURE i ;•� 3 18381�) � �� � i � dama ed b the Gontractor shall be at the Contractors ex ense to the satisfaction oF the Owner. CBOOK �53, PACzE �02 AND � I � ���' ��\ � • � ��� �//,. � / / 9 y f� � � Q RECEPtfON No. 615525) I 1 / -� �� � � / � tREE LECsEND a� �� � � �\ 1 � � :,�/ �� �.' � � 5. Gontractor shali verify all utiltty servtce, meter, and pedeatal requirements ar�d locations and acces9 to metera V ! � � > � I � ;� �/ ��� RELOGELE . //'• �� ���� � �� A • • � = I ,� „�,,�,,, 4 �,, and equtpment wtth reapective uttltty companres. �, ,_ ' / � I / 3 � � / O � / � I(1 / � � � � �� SERvIG � !:' i ���� j � �� �� ��,o� ����, 6. If required a qualifted Fire Protectton Consultant should size the wster service Cif the butldingls) has a f(re sprinkler syst,em). � � _ r j � � � � o � �� ����� �� :�� �� ,�� Q / / � / �6� � ff the buildingls) does not have a fir� sprtnkler system, the water service should be stzed by the Mechantcal Er�gineer � ,�, FOUND REBAR t �83�g � 1 ' j based u on extatin resaure, len th of i e and demand. The fire Ilne ahould meter and PRV. � y ALUMfNt1M GAP �� ��, po � � i ��, ( 2�" �asSr�a�� ��' �a �4 ���� � 8 .;��� ,����`ry , � i� 8. °',�" 8„ °'�� p J p 9 p p � - .L.B, No. 2'1598 1 s � I i • 3 < n � /' / � � � O -_ � 1 � � �i � � � p�° �� � ' � � ��� I � =8413. ' �i� �:' i �Q % �� '1. Conform to local water and sa�itation district speciFications for water and sewer construction. � W � � � �xl�'TINCsU1AtER c � �838m8� �> , ; ��,, ° 2���'4�� 11 �� :' ,�J / �� / o ���, ,m.���, Maintain 10 feet mtnimum separatto� between water and aewer underground service p(pes. Matntain seven feet B� � �� � ' l .0 � � EA�URE/PLIMP t 1 l83 � � , ' , �, �� i � i � / 'm° 'm" minimum cover at underground water service. Increase depth to 10' under driveways. Sewer service shall have ° �\ � � �� -0 � � � �\ 3 „� � � , ' '�'�� i ���i �� m�nimum cover of 5'-6". Provide sewer cleanout wtth locatton to be revtewed by the Archttect. �� WV � 18' � �� � ^�`�� �� I �`� , ' ��r��� ' \��� p i� � , ,� � �� o , �.� �.��N 8. Csenera I Gontractor to provtde drawing showtr�g proposed utiltty service connections For the Archttects � h N�UJ �L�CzST� E � ' , , , Q� �s \� I �\ �'J � / � �835� � '�� WALK �� ' � � ' �� � Q � review prior to construction. � I \ < � � r ,� � � � �, DS�/: � / �v�� / � � �� � i ` , ' %ASPNALt `� i 9, Road cuts and an other co�structton tn road rI ht-of-wa shali conform wlth State and iocal \ �\ / C83�93) 1 `�\ `�� ��' i �� ��:, 3 �''' ��� , � � �.i �' u.,�, µ.��,., development requirements. g y %�� PATGN Wltl,l� fNFRARED/ �E� \`•�,`� �� ,,, O� � v � / ; �' __ / //.% Q� �� o . 14 4" i ��'.i SEAL � ' � i(d. All com actton radin and irri ation ad ace+�t to the buildin shall be in accordance with the Soils Re ort re ared b � - ., __ ! ,� ' � �.' / i � p - 9 9 9 J 9 p p p y � \ J� �� �� i ' �, �` ,�--_ , , � � ' � � 3815� JOINt tpj ��` �/ LKP Engineering, Inc., Job No. 09006, April 22, 2m09. ``--�- 3� � E�ISTINCa -� � , � � • EXISt i�l �� � �O'�' S � IN1VERt=83'1'i � 14" 838m'T) � � � �T �/'' DA�{ED LINE INDIGATES �,� ���� 11. Provide written notiffcation of a(l discrepancies between existing and proposed site fmprovements. � O\�` � -� 2 � � . � � c���,���5; / 30' WIDE X 24' LONC� tOtAL BIC�NOi�I SUBD11/lSION °�• 16• 12, GontractorCs� shall tak�e all necessar ste s as re uired to ro erl rotect and matntain his work . ,.- ,� � CS3�g� �_ 1 t ; i 38��� � '�°� c�` �'' S,7lACxiNCs AREA for the duratton of this Contract. y p � p p � p - � �``` �� \ � �\ � : � i ; D� ' �F O,�"45,�.� /� 18381 I) � .' �� \� � � r ' � %. �8 �iy / / 13. Gontractor shall obtat� co�struction de-waterin ermits, if re uired. ,, ,, ��� s�j ,, � i : � , l J �� �e�,� �, J p a " , v ``•� �\ . � � �� ; � �� ; , / ; � � o p �•� �e� i�. these drawir�gs do not apecify eafety materials, ec�uipment, methods, or secruencing, to protect persona �� � � � � ' � � �' / '� '�" and ro ert . It shall be the contractor's sole res onstbtlit to direct and im lement safet �� `, O i � �� �, � � � % � I� f� � I� J I� y v��� �835� 1 �� � � ; I � , i � i. � operations and procedures to protect the owner, other contractors, the public, and others. \� 1 � �r�" �� ---� � �-- � FIRE HOSE "2 144 `� �`• \ � �` � �' � �� ''� . �53812� � � 15, Reference to north refers to tru� r�orth. `�`� + \�� ��h�`� �,� ,'�� �, �' , �� � �nd and �4bbr�via tions I�. Al I work aha II comply wtth a ll applicable codes and ordinances. ``.� � \� /' \�� �i ��// � ` // 'i � ss•evE�t �� coNCRETE ' � � \ ♦ �� � :.� �S38m�� � � � Bc bottom of curb elev ---�- exist gas un� ,4• 1�. Gontractor(s) shall employ a licensed surveyor to establish all work Itnes. � ��� � � � / BS bottom of step elev � SIDEW�4LK . � / �� ;•/ r � 18. ContractorCs) ahall atak�e out all areas includtng but �ot Itmtted to butidings drivewaya walks pavementa \ `� \ / I � / :� / BUJ bottom of wail elev ---SS--- exist siorm sewer line , , , , , _ �� ^ �-,� � �\ � S1�lOUJ STOR:4- �SS�.-��� � , r .� �� GJ oonlroi J.�inl Caow �,.t� wa�ts, poois and �encea from GADD f�les provided by Architect and sna�� obtarn the approva� of t�,e � / � 12�� GMU concrete masonr untt --�AN--- exist sanitar sewer Itne AAH�S�0�18' ' �� �`` � � ��� � CREQ. 2,071d+ X 30% 6213�) � � GoNt contmuous y y � � , � i • i , s�a�e AREA INDIGAt�� , ;• �� _ Archttect prtor to proceedtng with the work � � GP s a/ ool Co fn etev --E--- exis! electrtc (fne � •� / 1 '�� j � ' U1fDE X 2�' LQNCs / : ' p� dratn�in�et p g . � � � :'/ / 19, take a II dimenstons from face of curb wa Il or butldir� or ldentifted centerltne unless otherwtse t�oted. �� StORM INLEt ' `•� ( � ;'/ � � PAYED FIRE tR�IGK ��::� p�,4 dtameter ---tu--- extst water��ne ' g C�R�.TE ELEv. =8381.0' '�� `� � ��� :'/ 1 ST'���i'��'4 i ; � �� drawrngs _ �0. All dimenstons called out as 'ecruat' are ec�uidistant measurements to desTgnated centeriineCs). `�` �� � ;'/ / / /� / EJ expanaton ,(o�nt ---T---- extst phone/tv `� �� � � ;'� � � i �� ELEV elevatton ""��O'` 21, tak� all dtmenstons er endicular to an ref�rence Iine work Iine face of buildtn face of wall or � �83812) ' �`. �IRE �� `� �•� � � �XISTINC� / �� �Q �qua� �„�H ex�st san�tary manhole �� p p y � � g� �� `��Nl'DR.4M'� �� ,:� � / ASPNALY �F� finlsh floor elev � centerline. �\ , �� `�\ ���;�/ � 0(� �� DRIv�� �� � / � FCs finish grade elev exist fire hydrsnt 22. Computed dimenstor�s sha Il take precedence over sca led dimer�sions Cdrawings are NOT to be sca led), � �� � ` � / / � � � FL Flow ltne of awale � ,� •`�`` �\ '•�� ��`_ � ��� � � �C8381 I) �� �'' F5 ftnteh aurface elev lpvmt) and large sca le over sma I1 aca le drawings. � � � � • � '�-✓--� / / / HP ht h oint elev ali n surfaces �� � . �.��` ��\ ' ���\ ��C838m9) � � . // HT ��gp g Z3. All angles to be 9m degrees and all Itnes of pavtng and fencing to be parallel unless noted otherwise. � LP low otn! el�v +/- lus or minus dimension \�� � C83813) � °�`•� `\�'��, � , ., �/ �/ ��\� � p p 24. Maintatn hortzontal altgnment of adJacent elements as noted on drawings. IssueDates• \ / � MAX maximum 8 T�IL �\p�� `�� ��,,,, •.�\ �� �� ' , �, �/ MIN mtnimum � -�,a�ta'i �ano�t 25. Reference to scale is for full sized drawtn s onl not reduced lans. Do not scale from lans or details. . � � �v �� � / / � / � oc on center g y' p p 2/27/09 DESIGN REVIEW t� �� •� �� � 8'-6' \\ � � ` / / � � � � P.A plant(ng area dfinens(on � � .� i i '� � � Pvh1T pavement �� SURVEI' 1�lOtE: 26. Notea and details on apecific drawings tak�e precedence over generai notea and typtcal detatls. 5/3/09 BID DOCUMENTS �\ � ����` •. � �i �i �� � � wRa� radius notatron angle notatton ,q��. g�{RyEY � TOPOGRAPHICAL INFOIZhtAtION �� 2�. Gonflicts or diacrepancies with grades shall be brought to the attention of the �4rchitect immediately 6/'23/09 CD's � � / RIM Inlet/manhole rtm elev � ELEGTROIVIGALLY PROVIDED BY Peak Land Conaulting, Inc , � `���� �� C8 S� / / rc top oF curb elev .. W prop gas irr,e PROJEGT NO. 1162,DA7ED 01/Zd/fd'i CREvISED 10/IS/fd'1.) 8nd prior to proeeeding With Work ��\ _ / �` j��. � � � f/ Ta top oP step elev 28. All fir�iahed grades shall provide for natural runoff of water without low spots or pock�ets. Set flow / . �� ' TU1 top of wail elev SS prop storm sewer Itne �� � ' �� �`�, G LE tv rY� typical linea accurately and provtde a minimum 2.5°ro and e maximum 33�'o gradient u+lless otherwtse noted or tllustrated. ��� � " � ��E$'1',a,� WiJF weid�d wtre fabric ..-.., prop sanitary sewer line $hBAt�A' �� W JF , � J � � ws e pa/pool water surface �'e mb o r a ru �r o s i o n C O#'t t t"O� 2 9. C rt r a d u a l l y r o u n d o f f t o p s a n d t o e s o f a l l p l a n t e d s l o p e s t o p r o d u c e a s m o o t h a r c h l t e c t u r a l t r a n s i t i o n �� J � � T�u e 2io -� .� prop electrrc i�n� between relatively level areas ar�d stopes, unless shown otherwise in grading detalls. � �838 1ro) � / � dtrectton of slope S traw ba le s i l ta t ion berms s ha l l be u ti l ize d during t he Proposed � � / � -.-. .- prop waterlrne construction and landscaping periods B�rms sF�all be 3(d. Crtradea ahown are fir�ish grades. Subgradea needed to attain fill or topsoil placemer�t are not reflected. � � � dtr�ctfon of swal� located according to a Contractor prepared Temporary �� �I�� �� %3. � / � _ � ro hone/cable tv Erosion Gontrol Pian and shall be installed prior I-�old finiahed grades for planting ar�d lawn areae 3 below top of adJacent pavement, and/or curbs, � p p p to exca�atron unlesa otherwise noted on the drawings. The ft�ished subgrade should be revtewed by the ,4rchitect � �86, � ---essm---extst contour � � prop boulder wall UJater dissipaters shall be inst811ed dt intervdls fn prtor to, as well as upon completton of, landscape Tnatallation to vertfy that swales and drainage featur�s �I�� � �---__ � �� prop contour drainage swales not to exceed 25' accord(ng to are constructed per plan. \� -'-- � FS 6�25 the Temp Erosion Control Plan �� -�-}- proposed spot elev 31. All concrete slabs or Footinga shall be doweled into abutti�g walls, foundat�ons and foot�ngs ustng � (83819) 15.�0" D «S 6?25� � + Exist trees co remain The Gontractor shali be responstbie Por preventtng bars of the same size unless noted otherwise. � BUILD1r1G -�-exist spot elev the releese of sedfinent laden water from the `� NORtI� construction S�ti�, and shall be rec�uired to rngta�i 32. Provtde expansion Jotnt every 3� ft, max. and where new concrete sbuts extsting concrete paving and --- propercy Itne additfonal control fac(Iities at the direction �--- of the Owner or fnspector, should problems occur wa Ils unless otherwise noted. - construciion Iimtt Ifne ;� + � Trees to be removed (8382 3) � %� �'rotect inel i�ta tura I F�a tur�s 33. Provide control Joints as shown on drawings between expansion Joints. ---C�--- ��nc�u�,� ' ___- ProJectNo: the area of disruption will be completely fenced to 34. Sleevea ar�d co�duita shall be installed 18 in. below finished grade and shall extend 12 in. beyor�d 1 is��S 1 1����1 IO �1 1 � ���� - - - - - - buiidtng enve�ope protect surrounding und(sturbed vegetatlon The areas back of curbs, wa Ils and pav�ng. �658 A1Z SGALE:1"=10'-0" ------------ ea9�,�,t which are not landscaped but w(thin the disruptfon zone 35. Retaintng walls Cboulder, concrete, �te.) over �'-0" in height to be designed by a ProPessional Engineer. � wiil be revegetated to match the natural vegetation C8382.�) Sheet No: 4 � ` � � ! � � � d,, ' t' r� � � � f '� f`--..,, r � �� � � � � d� �,� �f , � — � ,! r�� . LEGEND °� i � � ` ���"E� i � �� � �ti� � �� � � � f� � a1� � �� ,,�`�� � �� � �� ���� �� �� . `�'� ��,� .� p� SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE � . o� � �` � r � `` `�. �� � � f � ° �' �� �`� ���"����7��'��"�� ���x�- MS 1 MALUS X`SPRING SNOW' SPRING SNOW CRABAPPLE 2" r— r� ��f '� 1� � `~' _.�''� � �� �;_ "��'ti, PP 6 PICEA PUNGENS COLORADO SPRUCE 10'-14' �,°� :"'� � � / � � \ ,, t n PT 3 POPULUS TREMULOIDES QUAKING ASPEN 3" �� f /y� ,�� ` � ��� � � 't!� ° � / �,/ �, � ` � � f�' � � �' � � � ` � � � �► BF 5 BETULA FONTINALIS RNER BIRCH 5 B&B �' j�� � �` / �� � ��, PA 5 PEROVSKIA ALTRIPLICIFOLIA RUSSIAN SAGE #5 f � tti`w/� � �� � � �'` ,/� � �. � �"`�.,,,, 1 PF 11 POTENTILLA FRUITICOSA POTENTILLA #5 ��f , �'' ,�' J ��j� f� / � �` � ���'," PPG 4 PICEA PUNGENS GLOBOSA GLOBE SPRUCE #S � � ,�° �� f ,f+� ,� /` ' � � '� � \��� � `` ��_�� t�j����''��`�'�`��� RW 8 ROSA WOODSII WOODS ROSE #5 � �� f ' '� � � ,,� � � � � #� � �y,. �f a� � � �" � � � �� � �� ..� � ��` `�♦ / � �� �f � �' � / � f� � � '� ��k- #�� ���`�.. ♦ ��.� EXISTING EVERGREENS TO REMAIN AS SHOWN � ,, � � f /�, �,� x '`�` t � �, � /� . A'-- ` ��`° �1 Z z .r ! � � � `�� EXISTING ASPEN TO REMAIN AS SHOWN g g ��' �., �� �� �� '.�' �°' � , '� /� �♦ ���• • �i ' ' .�c- �2: � 'ti p �� . �a' �'1 /�sd / ,.r`" } �� / ' _ �. -� � .. � O � l � ~ � �„� �` � O N ,. ,, r ,,� t� ! f � ,�,.- �� //f ..�! � � -.,�'� ��` , _£ �` , ` � F� N •� � � ` � , � ' � � �/ , , ,�' !� ,�/ ''�s�M�.r�� �-•+. . _ :%�. ���r�� i�`��. ` � ��.,` � � d� N #1�� r � ,,S� � � �''I' � .� �t� ` `• � � W � �� � ,� s �' '/� O �,/ � /� �� i ' - ��1t g�r�' / �`\. `�`_ - �' �� ,, � � � Er O O O � � � � �'` . / � / J ,'_ ° = - ;/s �. l`., �; - �, � — s� � ./ �` r �, __ - � \ f �\ � - _ �.�� � "''� 6"' t� tl1 � } � � � � � r f • • - :"��? 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' � � �`- ` f�' • r.� ' —�� f �` � � � "~ � 1� e�,� � • �� � , �!ti. +�� \ `� �� ` ' �. � ` ' �' ��� ` `" �.,, ���, �� � � � ��\ ;� �► / � r� ��� � �3�� `� .,,ti1•• i~V � � � t �f � �'� � \/ �) `` `�` ` F � � 1 ��` �l � r� ` +sf � �" d?' � \ + r `'�� � afr` � s� `4 ' • . �,`ti � { � �►'!�V �` `� '� ''"`,,` .' 'r ��. .�'�'i�"�Er��►�r��'T�y ;�'� � . .� '� _ �,� . �. i . • r _ , �.\ �r s �� � � + �, ` '` a. IS7��3�G'� ,f �,. �, � s" a ,� j . �a � } �` � ` ; 4, �f� ��� �1 ,�`° '` �,+� ,��„� � � �. ; ��� � . ^ �' } - w ✓ < . `' k i '� �?11�i'�)�'�'�° 0 ��'� � ` � � � �� ` ' 1 'r �� � " � - � � l "4'Ct �� A`� l.�..� \ �C'�t' ,�.•�_ 1 � 'L .r�/� . ,` � . � :. 4f �' T'�I..liC.L'k� �`�� !`��. � 1, i ti. '� f � t . . .. *� 4 •. = f �����"����i..�? - � � � '\ � ��o�� �► � G'�c��,}.��'�� +r�`#t ti' ^ � ��' ` ' ; .. - • � � ' ' 1• �°r: 0 � � ��a+�'k?�i��-ai�:r�7';�Xl�;� �' .'�'x � �` . . ,.- �,,-•.� { i"1`'� ��V#��st�t1�� �� `���?�'�'�f.c:��sl ��rt •� � � NOTES. ~ �� � �i� r . ♦: ' '.^ k ...,.�«�+�- �,{s r . _ � ' . =r� � a.• . -�'"� t�r��������"��tc.�w� �-�'� ,3-�w '` ,, �, �.,.�..� �`.'�` °` • �t A. �« -,>` . �e . .� L � �� �� �^�s.� �,,` � .� 1.. ,;� a„ . ��,t ; �' � • •• _ • } � �,,� � 4- ` .' <yFt � 1. NATIVE GRASS/SOD AREAS TO BE REMOVED FROM AREAS THAT ARE TO BE PLANTED WITH �, • _ � � ��- � _ - . ,.----�-: . • � �' ♦ j ""� PERENNIAL/GROUNDCOVER TO BE AMENDED WITH ORGANIC COMPOST AT A RATE OF 4 CUYD PER 1,000 '� t' �� � • ' _ - Y�� t, -� • *` � � �� � � . o ` .a � � � f r SQFT. '����C'�rt�. �.��� � �`. � � _. � � f'T#'�• ,. �"' �� '' t'ti �e. ��� r�� � � 2. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDER GROUND UTILITIES PRIOR TO �� ��.�;� , � !� `��` �� ,� �` -_� �;'f � {�,�, � j�' � -' �, � COMMENCEMENT OF WORK. �`� `/=jj��1 ' ` `� � � , ,` . `�' �g� fi � �'� - � ` � :'�...r+',� ♦ �G+ r � 3. ALL PLANTING BEDS ARE �O BE SEPERATED FROM NATIVE GRASS AND SOD AREAS BY 4" STEEL EDGING. �,� �'���°'' ' �._ r�-�` � � � p�'- -.- ,���� `' ,,� � � _r x�.� ;y i � , � v �,� C� � 12 EDGING PINS TO BE PLACED AT 40 INTERVALS. ��'"• - '� �._,,,. _ w.� ��� `� - .� ,. _ - - � '� '� � -.�°�`• � � � �- - r6" � �. � ° � 4. DIST'URBED AREAS TO BE RESEEDED WITH NATIVE GRASSES UNLESS OTHERWISE NOTED. ��sc�;.� �� ' �,`"��. � ;� . , • - ,_ __ -_ k �: - ,,� � �„_�.�-� � � � -� s.� ` � � 5. PERENNIALS/GROLJND COVER TO BE IRRIGATED W1TH 12" POP-UP SPRAY HEADS. EXISTIN� IRRIGATION `��'` �� `rr--- ` ` `- � ' _,� " ,y� ; �---.�q�_....._.��-Y--�"": `� � �, , t � SYSTEM TO BE RETROFITTED TO FIT THESE NEEDS. `''�� - , " � ' � 1 ., �" ` 'T-� /�' � � �'s� - . 6. NEWLY PLANTED TREE S AND SHRUBS TO RECEIVE DRIP IRRIGATION. � ` , �;•. � - 4 , � rt r, ��R- � .--��'""M�r _ ���_-�;=' '"�.,,�i r �� �i ,� � �� '-- � 7. WETLAND AREA NOT TO BE DISTURBED. ♦�, ' � � � • � ��� °� ' l`� : ' q - � `� , < } � � �5�' � 4 �/ ` � � ! � � `� [g , �- . • ' ' �M ^'f �A /f+ ���' a,e- f �� I 8. ALL SHRUB BEDS TO RECEIVE 3" THICKLAYER OF CEDAR BARKMULCH. - ��.�`� ° ' ' < r - `�. , , T 9. PERENNIAL AREAS TO RECEIVE 1" TOP DRESSING OF SOIL PEP. " `.Y��,'.:� ' ` - ` ` ��i ,� ' � }` � ��,.�``' ��,?�,���.�iE,��� ����; � 10. ALL DISTURBED AREAS TO BE REVEGETATED WITH A LOW GROW NATIVE GRASS SEED MIX ���'� ; : � -._ • l " $ � .- • � � , -� s- � f 1 , r� � � , .� �, , � � � �`�,- . � , � � `.— � — ��j.-��, �;�� .. �� � ,f,,;� 4 � � � � l �� � +� �� � ` �� f� �! �� , � j � �C� � �, N ��it �.�''�~ � r� � � f' 1/�"f��d.E����s � �'�` ti �. /` 4'". `_" ' �5 � � � ` �.� ,�ti � � � t kr � � �x'�{,"{[tl��r �1*TiC �. � ��'�c c � \` ;`. ����� rs=- t�lC--iGl�nf , q��- . �— � � �� �'•. i'1�i 1/�l�t:. �Era�'-�l��F"�'' k�1�1��1'� - �:.��c���� � �� '` � � �° � _ °' •` � 1'` . � �,� ,� � $ , � � � ,i �� ; l�" ���� - , � � `�L 1'r `'�' r.�"?�'Y-�_ C�r.;��:;� `r����(�� ��s�jrt� ��'��- ' ��1 � t ' 1 �` ,, r � � ` ' �- t '�' 1 � �.X1Lj'Slhi�� 3ntlL�.�7i.t$ 1�WY44.1>.t{� � � �{ � �4 � la��I�. M�'i ��. S7{��Y't.i�,�y�t�` (T`�'lL�l.� - ��_ - � � � � , � � � ��s�-rs4`�t� 3c�c,�t...�+1�'c�:� 'fra pz�r��t� �i'Y{'l�t..'� � � - � J .+�}nl � / 2 1 - �' . f �� ��t���cG��ns �v ������v�.�. p��s�.t���o,� � � v� �.�r-��..�rtr.� �.:.����.. C-�r�s�,.} � ti � ��vvi.i ��� ��;��� � � � � �- t�r �����+�N R�'�!�'��1 � �3 m � �� r�� �� ��C��r'��.. � � � � � �.�,, � �+'�, � � ,� - - ���c'��-��� ���-t�� �'�A�'�t�� u� � � � 'fc� t��t'�,'�a t� �, �f�:`� G/!�./�n_____.__-_•_-�-- --» � C� � � �� ,,r 3-�:�,i ±� - �G ----- � ,� � � __ ___..... ,� ;� � � � N � _ _ � � � � � o � � c� � o � � � � � �� � . � � � � � o �.� � ��� ��� a s �a�o � � � � .� � � � � �� � ... .�` � � � � TOV+J� �e �1�1�. ,� � � � J � ` / . _ 2 -p31 � DEMO NOt�S �------------------ ----------� , I � G�ONSTRUGTION, �NEER GLEAN ANP F'REP AREA FOR NEUJ � - - --- _ II 12 - -- - - I ��� ' � ; �t,�l� , ■ r-.�.� 2� REMOYE WINDOW, tRIM AND WINDOW FRAME < SALVACs�. (NFN) i , � �� �=� I � I A s s o c�a t e s 3� REMOV� GARACx� DOOR, FRAME, tRACK oPENER AND ALL � � ; i �\ 1 2 I The�4r�ChiaeCd�r�9l BelanCe A S S O G I A t E� A N D S A l.V,4 C-��.I H F H) I , ; � I I I I � ; � I I Post omoe sox��� � R E M O V E S t A I R, t f�A D S, R I S E R S, A N D P R A M I N C� � I I I 2 I � � I Avon,C O 81620-7431 5� REMOVE PORTION OF IUALL REPAIR AND P�4TGH TO ALLOIU FINISH OF � �`"' $' � I (970)748-1470 NEW WALLS. 5 � —"'_ � '' _� ' ' fax (970)748-1471 � � --- I � emal� teb�vai�net � I I I ' ' www tabassoclates com ,6 REMOVE FLAGStONE PAtlO ,4ND ALL FOl{NpAtIONS ASSOGIAtEp � I / , ', 'L'; WItH It. ��� 2 �--�—� ' � Civil Engineer 5 � I 1 ��"�°� ��i ��" � I � � � �� ��.�,, . � i i 7 REMOVE pOOR, tRIM AND FRAME AND SALY,4G�.CNFN) I ' ,���"��'I� ,-.� ���I . ' I i � � " , , � I I Structural Engineer S� REMOVE PLUMBINC-� �IXTURES AND CABINEtB ASSOCIATED WItH I � ~ I �` � � j I I � /� Newldrk Enpineednp �IX7LIR�S AND SALVAGElNFN) � � ` � _ I —L/ \ — (8�0)756-8164 _ 9 f�MOVE COLUh1N, v�NEER, Sti�JCTURE, AND ANY FOOtINCsS I � i �� ' �- 1 L-- �— 'l Mechanlcal Engineer. � ASSOGIAt�D WItH COI.UMN IHFN) � � ; � � ! �' �� '� � � � ' , - j ' � 10 REMOYE �4ND SALYAGB EXIStINCa WASHER AND DRYERCHFH) I , f��i �� � �1� � ( �__ ����, __� i � Electrlce!Engineer II REMOVE EXI8tINCs CsARAG� SLAB AND PLOOR DRAIN TO ALLOW�OR -—— ,— _— 6 -— — I � II II I \ / I (-=- —-----_�_! � �___'=1'� � I NEW SLAB AND FOOtINGS RE: STR�,tGTUR4L. �-` '�,. _ � _ 4��—`—T� � �' I O L-�� r--- - - � — � I � I."-� � _ �',r^;� 1 �f-t I h'_� _� I I _`1.�a,.n.e--�� =f„" � � �� �_ � �12 REMOVE CLOSEt ROD AND SH�LVES. I v�r- -_- T ^,'�° �-' ���`- _ ���" ,'` ,1�4'';"� I \� i �`I r II ` ���( � I � � I �`�' _�;� __ , - '�.. __— _','� -. � i �� \ I I� �� / � � � ; � S6al `I———9I�. �' ` � "",,,,��r',,1P———,). / � il __ �' I � � ������ � REM01/E EXISTING EL£GtRICAL GLOSET, DOORS MEtER AND ALL � � '�� r ' '� t� { -f � - � ' � � / � I ,�'' '''� ASSOCIAt�D WItH Gl.OS�t AND SALYACs�.(H�H) � ^� ` � �� � �—� � ' � �� ' 13 �/ , ,�..�_r � ; � � t 9 �� _ � - ,,;✓- `,� �„ - ,;`� ll----I �,_� - -�----�-� � � ,',, � 1� t�MOVED H,4tCN PORTION OF DRII/�WAY t0 ALLOW NEW�OOtINGS L,Z�.LLI=--___\�'°..,, _ .i Y'i - ��--- _ : � _ ) `' ——=I I i� ��� ��' "� I � __ _ � - __ - '' -- � 4 � , ANp CsARAG� RE: StR�ICtuRAL. � : � . � ," _ �--� i� I � ' I ? , �i.�� µ� i �-� � _ _ ;�, .; __ _ ,,� -� � I � . � h-I � � ,1 , 15 REMOVE EXIStIT�Ks M�CHANIGAL EQUIPMENt. �� _ '��. ` _ ;-- � , , __ '�� ,�'',`�I , f�,, y��'` '� �.i � � � T��� �—_� � 2 � I � , ' I� r- ��,;� -- _��,_„�_� ��;�--=�r��,_ ��. ;,��.-i M �- - --� ; �i i ,, 6�J !� *; ; _ l 1 '.i � r 't ____ _ I r'w.J -`t; li (A a ' ���` __ �� t' `\_ __ _ � � � '+L_�_' .-�. -\-. ——� _ i ✓ ' sr^ f __ p'' _' ' _"� __ I �--��--�� I �! I � _-.,_,.t,i� +,h� ,j :`���` ",.,.�, il `� I I 2 I I � ��"f� ' _ �` ��,� �'_ �'"^ _ `, ;, ,'��� __ .� ��� I � �r! �� � � � - ,I. `� , - ;/ ., �� `!1 � l_-���'—� �I �--�- - � . -- --�` - `. -- ' --- , I � �L— L— J' � i � ' � I�" --�-- : .r _ ' �," -- _:----__-_--'r', �Jj�-- -'I ��� Li � I � ` / � C`=-. ` _ „ ` �, ''__\ ; _ �.< i I;�°- � � 2 II —� — -- - - - -- -- -- -- - - - -- - -- --' � ,"�'-,� •- �� � r �' P�� ��� ----------- �_—,_�--��.�_ _ � , �_J w �� �� �� ;.r=,�; ��w�.-_ i � a3.i Y -- -- �_—��_=�— —___�_—��_- � _�� �-=�J � II �� ' �� � i I �. II � � II � � ���� ; I � � � � �� �� � � i �� / � II � � � I GEN�R,4L NOt�S: fl��✓��J�� N a '� a N � \\�y� a � —— —J L— ——— —— ——— - -- -- � � � NO�p�OOR FINI�vHES AND TRIM TO BE REMOVED, UNLESS OtHERWISE I � � ,�--� � I � � � F � //� I � � ' $ / �� � � � / � �I � � � � (I / � � � 2. GONTRAGTOR t0 COORDINAt� R�MOVA1. OF �XIStING IT�MS WITH � , � II � �� \ � �� � � I � INStALLAtIONS OP NEW ItEMS. � I � __ '� � � � � - �-,� � j �� �� � � � \\ LL�� �JJ � i i � ��MOORDINA'f� NEW StRIIGTLIR4L ItEMS WItH i�EMOYAL OF EXIStING I I I 2 ��r� I � � � \ / I � I ��,�R � ��� � ��, � � . ' �. REFER TO STRLICtURAL PLANS �OR ADDITIONAL StRUGtUR4L WORK TO I w � � I I I I S \�� �� ��/ I I I �x�stiH� stRUCYUr�. � ; ���_=� � I � i M � � � L .�.� � I � � � - 5. IT IS ,4SSUMED ITEMS NOT TACsG�D AS M01I�D O SA V,4C� WI � I I I ; � � I �I I � R �. eD �� ,_► I \ / I � BE REM0IIED IF ATTAGHED TO WALL, CABINEt, OR OTNER ITEMS. THIS � I I}� �_ � I �'� � / W I INGLLID�S It�MS ON WALLS, G�11.ING5 AND F�OOR3. 5�j1.� � I � �—�--1 I �� /� � I I 3 6. AL� DASHED ITEMS REPRES�Nt 17EMS t0 BE R�MOVED. � , I ' ,��,�,�� ^ /� �-�__i � :��.�.�r:� \ / � � � p3� GooRpINAtE REMOVAL WItH N�W ItEMS SHOU�I IN DRAWINGS. ' , I i � � 4.,;�, � �/ i i 5 � �u.�-i_ , \ / � � � 'I. ALL PLUMBINCs SHOUIN AS DASNED AND NOt SPECIFIC,4LLY NOtED �� / I � I � j i�� � ---- � 11 � 11 I � � � � WI�� B� R�MOY�D. �4L� P�LIM�ING N��pS to B� MODI�I�p BY p�SIGN/ �/� /T , \ � BUILD CONtRACTOR TO M,4TCH N�W LAYOI.it AND NEW ADDITION. I��� -- �' �' `V � ' ( \ � � // \� I � I � ee I j 4 ' 8. ELEGtRICAL WILL B� R�MOYED ,4S NECES8,4RY AND R�c�UIRES �`J - ---' ____ ___ - ----------� ----�__� � _�vT�� , // \\ �i i � $"' MOpI�IGAtION �Y p�51G�sN BI,IILP CONtR,4CtOR R��R t0 ���GtRICA� �� - ; i � -1. , �,,�,-� , / \ �%I � � � PLANS PROVIDED FOR SCN�MATIG LAYOIIt. �/�������——————— ——————————— � � � / \ � � � � � \ i Il / \ 9. DR4WINCxS AttEMPt t0 SNOW �XIStING CONDItIONS. BUt ALL "� \ � � � � / � I I I � , � � � � EXIS71NCa GONDItIONS MAY NOt B� SNOUIN OR YISIBLE ON 817E. GAR� � ; II �''1 '��� � � � / \ oo � O MUSt BE tAKEN TO ABANpON, 7URNOPF OR OtHPRW18� SECUR� EXIStINCx � � I I ' '�=' ' � � � �� , /� �� i i � � � Q E��M�NtS tHAt N��D t0 BE REMOVED WItH REMOY�D StRLIGtURE. � __ � i_____� / �� � J I �i� � e e U �%' 10. ALL WINDOWS, FRAM�S AND tRIM t0 BE REMOYEI� 4 S�4LYACx�D.CNFH) � `--'�' -- � // \� � I I � :" �-.,, , 4 �� � , / \ I I �_ II. ALL OOORS, FR�4MES AND tRIM t0 B� REMOYED t SALY,4CsED IHP�-I) � �. `' � y_ � ,`��-__ - - ;� ='� , i / 5 � � � � �;�- �-�'� =L_���T��`•J= �- �I I � � � \ � I � � 12.�LOOR DEMO SNOl1LD BE DONE t0 ,4CCOMIDA'f� N�W PLUMBING ��, '�-` ;.�,s(` � `� i ��'=_ �_f� � � � I � � � �IXTURES. , - �- ` _ ----------- --------- —�I � � ���a� L - I __� �;,�,_� ,� �� � ----------- --------- � fi , 6 �_� �� -____- --;,,. . - -� � r / � �� W _e!`„, , _-- _ �r 1 - r===�-`m_I I / / / / / / / / / / � � ,, � � ,� � � � i , �i � � , i � �,� � �� � `"`- --'- ' '� � ~ ��'' �- \ , ry_ '' ' _ I -� � � /�� /� �� �/ �/ � �� ��� /� � �/ /� � �� � � o - � '� __'( _ ,1:"','_ � �� � � // /� �/ � � �/ / �/ � � �/ / / � / /� / � � � g � �t�_��,—: :r ----�=:�. �-�=; _� r� �J � � iii �ii, i� �� i� �� �ii� �� i� �� �ii �� iil� �� i � DEMOLITION DEFINItIONS: ���� , - ;, ,f_,4� ' � J _1J ! _-��� �_. �.`� ;`,�/1l/ �� �/ / l� �l / /� � /l �l // /� �/// �� /l /� �/// �� /� I. REMOI/E: DETAGH ITEMS FROM EXIStING CaNSTf�UGTION AND ��, �y�" = �` �, =�-'"� .' -- / / � �� � / / � �� � / / �/ � � / �/ / ( ._�° l;'�,'` " -- y ,' ,.�-z,, L�GALLY DISPOSE OF tNEM OFF SItE, UNLESS OtHERWIS� INDIGAtED I ;�, f ��__ ,� f�`- ..t_;_ , �� / /� � �� � / /� �� �/ � / /� � �/ � / /� � �/ � l 1 t0 B� REM01/�D AND SALvAG�p OR t�M01/ED AND R�INStA�L�D. �-''�, �-�-_ � '`- '' ----`�. , `-��__ �°°-'' �-=j/ / 1 M1� �� �,t—`-`•..,.,, '(—�ki y ' , — -,,�.,.,,�JI,` � � / � � / � � � �/ / /� � / /� � /� � / /� �/ // I 2. SALVACsE: DEtACH It�MS �ROM EXIStING CONDItIONB AND REtURN '�� -` \�%`� `�`�, T' 1-% '.,'� � �/ / /� �� �� �/ / � �/ � /� / � �/ � /� / � �/I t0 OWNER R�ApY �OR R�uS� OR DONAtION t0 HABItAt �OR � I•` �% '--; _ ~'J'•s_ ,.�" �} / // / � � / / / �� / / / /� � / / / // � � NLIMANITI'.IHFH) \ — ,, --- - r - ' i, ,i �__- (�/ / � �� � �/ / � �/ / /� �/ / // / � �/ �/ �/ /� �� \� = - ''4_—�'`_,-__,;_;,.,�,_ �� ; -� � / /� � � � / /� � � � � � / �� � � � � 3. REM01/� AND REINStALL: D�tACH ItEMS FROM �XIStING • \�;' - '���= � _ � ' - I,�= �,ry '; � � /� � / / � �� � / / � �� � / / � � � /� �^ GONDITIONS, PREP�4RE tHEM FOR REUSE, tEMPORARY STOR� AS \�'�' �'-�. '�-,. ''�-,° �� '`. ` ( / / /� � /� / / � �� � / / � �/ � / / l �C�LII�D AND R�INStALL tHEM ,4S INDIGAt�D. � �,��„ �'� _ �. ���'_ �.�'�t, �_-' a y� % /� �� / / / /� �/ � �� / � �/ % /� / � �/ % /� 'I � ��w' � , �m k�•" .(�! 1� � �. �x�stir�: �>;l�TlNCs ItEMS OF CONStf�l.lCtION tHAt AR� NOt t0 BE �=�-_;,, � " ' °V;'��__,; _�/ j �l /� �� �/ j �/ /� � �/ /l /� �/ �� �� / /� �/ /� �� � ra�r�rnv�r� dNn tudt dt� n�nt ntu�r.�ui� iNr�tr.atFn tn �� ��� ,-— --i�-� '�-,----a,.�,,, �� / / / � / / / � � / / / � � / / � , ��. ,��.��' ,� , Y/ / � /� � / / � /� � / /� � /� � / /� � �/ � / � ��� `�. - �- � I � /� � / l � �/ / / /� / � / // / � / � �/ I _ �'—i`.._�_�' T��� �� �i i �� �� �� �i i � i �� �i i� �/ �i � �i i �i i�1 � �ii� �� i � �ii �� � ii �� ii � �ii �ii� � ii � ri� � iii �ii� � �ii � ii �� �ii� ii� � �iiii �� � ( �ii� �� i� �ii� �� �ii� �ii �� �ii� �ii� �� �ii �� � �� i� �� ii � ii� � �i �� ii� � �ii� �i �� � �ii� �� �i � � i� ���i i� � � � ���/1���%L�ls�'�L�1!,�'� � �ii �� i � � �U �� �i �� �i i� �� i i� A.we��,s: � � - - j . i� iii� �ii� �� �'� - D3J � � �/ / � �/ � " : � � �i i��i i� ) � �.OUJ�i� ��u�� ��MO �'��1�1 � ; �� �, � �, � D1.1 SGALE: I/�"=1'-0" �/ / �/ ///� �� � �L v��LL/1 L�J BUILDINCs � NORTH Issue Dates: . . 5✓3J09 BID DOCUMENTS 6J23109 CD's � Sheet Tltle: 1 Lowe r �� 1 2 5 1� 15 25 FE�T � � Level Demo Plan ProJect No: 0658 t - Sheet No: ` " �� � � / . - TAB ���a� �� �F},��,s.��� .� Associates 2 � �. � �j,�� �.�`���� ,��� �, me Ar�t►►�ure�Be/enae DEMO NOTES D3.1 ���°��; �°����E��� � Post cb e a2o-�11 i� �� �h����� A�^� I� NOt U3�D. �.._.._....,_..�_... .._._ ._.,...____ .__._ ._._._....._,.._......_.._..._._._..�_.._......._._..._.__..�,.._.__.......� �970�)48-�470 2� 1�M01/� WINDOW, TRIM AND WINDOW FR,4ME AND � � � emell:tebOvau net SALV,4�Cs�.IHFH) � � � vwvw.te�eodstes.com � ,°- „�,��� —————— ——��–� — CMI Englneer � ,�, � 3� NOt I,ISED. � I I �ry �A u1 �I-—— � —— � _ � 1�EMOVE StA1R, '�ADB, RISER3.AND �RAMING. ����� ,� , Structural Enpineer. 5� ie�EM01IE PORtION OF WALL ,4ND PA7GH TO ALLOW FINISH � � �y� I I �����. � �*�1�"� OF N�W WAL.LB. �= �j I I �t° � I I � , � I I I� \� ' I �� � Mechanlcel Ergineer. � �MOVE DECKING ANG DECK STRUGTLI�. 2� I I� --� � �MOVE DOO(�, TRIM,,4ND FRAME AND SALYA�GE.IHFH) � ——— i � ����7� $ r"'—————— � Electicel Enpineer. �� � L— — ' �8 �MOIIE PLI.IMBING �IXTUiZEB AND GABINEtB AS8oGIAT�D � �' � � ———� � witN �ixtu�s.��� ��� � I �, 1 � � �MOVE GOLLIMN, vENEER StR1�GtU1� AND ANY FOOtINCsB ; I I I� � � � 2 I � A3SOGIA?ED WItH GOLtJNM. ' � � �— ——--� Seal , Im �MOII� LOWER GABINEtB GOUNTER'TOP3. AND UPPER �,1��� .`"°�� �P 1�i C��• -�.. � I — � —�-- � � 3 ,,,,,, ���,�, , caeir�ts ,aNO sa�.v,a��ri�� �,��� ������� � � I JI '���-�-�� � — � ————— —� , , _ ,� �p� C����C � , �t"�(� li°A� €`ht�r`bf€ �€�`�� 5 I �� i i II 8�4LYACsE HFH)INCs APPI.IANGEB IF F"0331BLE t0 `�� �� ���E��� � �j \ //� � 8 `%�I I � ; �, ���� ���;���'��� �� � ��� � � , , S 4L _ �s �rov� Rai�ir�. fl\�..� --.�� I z l � � e � � � i� � I � � I � ��� �I y/ / �I I � 19 i�HOYE RDOF 01I�R ENTRY ANP GARA�Cs�. � � -- - —— � �_ , R�MOVE EXIStING 2X-0� WAI.L AND t�PLAGE WItH ZX6 � � � �,���� � I i�� // � � 14 WALL fa''�: A2.2 AND StRLIGTURALS. ��h I � i _ ..._..�....�..� ' � ���=- _ '�` �� g � �� � 8� � 8�\ �.�..._... ____......_.__.. 15 R�MOYE ,4ND 8,4LYA�GE HEARTH MAtERIALS FOR r--�—-1...,.. --..�-.-..__... ..............._.. ————————� ' ���I � � �3 �-��J �/——\ � i�INStALLAtION. 9 ; r❑� � � — ——————— —— � � ———————— � �LJ� ------------------� �— ._.. ._. �...._. � , � � �I . � II � � "' „' � �� 1 � I I � I/� � �M I � E I � ����� M� �'lll ! � � � II �� ��� 2 �III i � � � III� � I � I I W� ������� � � i I : I � � I�� ��� �i I I � I ���R,a� Not�s: � I I � � �� �� �,� � I �.__....__._.._..__..__._._. _..___._.__..___.__...,__._______...__. I I ���' I I.ALL FLODR FINf�S AND TRIM TO BE REMOVEO l,q�lLE3& � I I � � - � " Otl-I�RWI3� NOt�p. � � _ _ ___1 _ __ � � � ��--��_ �— ---�=_ �_—_ 2.GONtRAGtOR t0 GOORDINAtE I�MOVA� aF �XISTINCs ITEMS WITH D3J � 5 _ �t��. �.;.�., ���F° ���E� �,_.- �°�� — ---�—��; ����� ,��;���" � I INStALLAtIONB OF I�W It�MS. � i I I 3.COORDINATE N�W StRLIGTURAL ItEMg WItH }�MOVAL OF EXIStINC� 1(�� �� �°�f���l��:� �� � Z �� ry ^r ry � ^r ry +� �-- __ � � ��� ���� I I I� ——�_————— ! I � �. � � � �m �� r---- It�MB. ����I�� ���� �,r-�� � �� � r———� 5 � � 13 �. REFER t0 S'fRIJGTURAL PLANS FOR ADDfTIONAL BTRLIGTLIRAL ���` ���`�`����'� � 5 � � `' � 10 � _ ' � � �..� !� �...� � � � wor�c to existir� st�uctut�. �� �� �������� � � � _ 5 \ �—�--� � � I — ��--- —� ''� � I ���� � I � � � 5. IT IS AS3UM�D ItEMB NOt t,4C�CsED A3 REMOI/�D OR SALVA�GED � � �l���t� � \\� � � � 5 Il I � � i � > WILL BE REMOVED IF ATT,4GNED TO W,4LL,GABINET,OR OtHER � I ���1 I II �� �-I L—� _ J I � � it�s. THIS INGLUpES ITEMB ON W,4�LS, c�i�n�s ,artc ��ooRS. � I �� I II J �� L '� 6. ALL DASNED ItEMS R�PRESENt 17EM8 70 BE REMOVED. � a I �;� �, � � � � � � ,�,�� � � III �r -- I I I n �M�,,�� I �r � � � I � L' �, ,�- � ���� � r� �, � .�� �� ���€����, N�— � ,����.�.�� � I � GOORDINAt� R�MOYAL WItN N�W It�MB SHOU�I IN DRAWtNGS. � � �- 3,,.�x , ��.�;���., �,���,��,;����s III ����my � I I U }_�-= im � � Q O � � �-�° � III a� �.�, � II II � ? � � -�. Al.l. P�LIMBING SNOU�I AS D,48H�D ,4ND NOT SP�CIFICA�1.1' i � ,� � � III III �' � � L 1 ° • � I � � � c� NOt�D WILL B� R�MOVED. ALI. P1.tJMBING N��DS t0 B� MOPIFI�D � �, I \6 I II ���� ��--- I I i� ,I � � � � i 3 ■— � O BY DESIC:W BIJILD CONTRAGTOR TO MATGH NEW LAYOUT AND IVEW U a�citiori. � I p ����� N f———� I � �m � , � � � �3a � � p 8. ��.ectRica�. wi��. ee r�rroveo as r�cESSa� ►a�e r�aui�s ' � � � � I II II I� � —� � � � .� • I I � I ■� V MOpIFIGAtION �Y p�gIGN BI�IILp GONTR4GtOR. �R t0 � � ��� (II �� � � � � 10 � I I � � � � � EL�CTRIGAL PLANS PROVIDED �R�GNEMAtIC LAYOUt. � � I II � � � L— -- --J � I .; � i �T �\ , �z ii nr---i i � ��1 � � � i � � `� 9. DRAWItJCx3 ATTEMPt TO SHOW EXIgtI1JCx CONPITIONS. eut, ,a�� � I � � � .� �II N�---� I � II I ( 5 � � I � EXIgt�NG GONDItIONS MAY NOt B� �HOU�I OR VISIBLE ON gltE. ��������� � 2F������,�E� ����� �` '��.� �'����� �I L � '�' ' � � III L__� � �_ I J � � i , GAI�E MU3t B� tAK�N t0 ABANDON, IURNOFF OR OtHERW13E ; __�—— ——�_—3..�"°�� _ � r�-�I I �_ ��— �_ _ � � , SECU� EXIStING ELEh1ENT8 THAT NEED t0 BE REMOVED WItN T� � � � r �� � � � � �MOI/�D StRUG7U1�. I I I I I I W 3_._._,,.._..._,,,._._._____........� I .'� ..�_,._._,......,..__.__.._,...�..^...____e .��.,. I �___... u1 .�.. I ���I +� � ___...,...._.... ry ._...— ._... � � � � ..�' .�.` .._" ..._"...� (�� � ■� 10. ALL WINDOW.°� FRAM�S AND TRIM TO BE i�M01I�D 4 � , \ � � s.a�v,aGe�.��� � I I I I '+� � � � � � � I � � I I I � I = � n. a�� cooRS,FRAM�8 AND tRIM t0 B� REMOII�D 1 I I � I =_— ___ � I � �` � � �� I O � �— —� J � � ��-� I — ��r� �� ,�i��i�,� SALVA�CsED.lHFH) � � \ � �b �--------------------� � � � �� ���� � I � I-------------------J 12.�LOOR DEMO SHOIJLD BE DONE TO ACCOMIDA7E NEW PLUMBING '� � �► \ � _�� ��d�( �C��� ,��� � � �IX7U�8. I � _._. _ I —--`\ �� �i���i t��� �� � � � \ �'� �� �������� 13 \ � , . I I \ � � \\ \\� � � ( \ \ \ \ ) 1. REMOVE: DEtAGH 11'EMS �ROM EXIStMCs GONStR�IGtION AND � I ______� Y ��CxAI.LY DISPOSE OF tH�h1 OFF SItE,IINLESS OtHERWISE INDIGAt�p 13 I f———————————————————— t0 B� R�MOII�p ANp SALVAG�D OR REMOVED ANP �INStAI.��p. 2. SALVAG�: DEt,4GH ItEMS FROI'1 EXIStINrs GONDItIONS ,4ND f�TUR'N � /��� 13 � t0 OII�I�R 1�APY FOR �US� OR pONAttON t0 HABItAt FOR I /�/ \�� � Nlq"IANI7Y�lHFH) � / \ � ' �----�-------�----J 3. R�MOII� AND ta�INStAL�: p�tACN ItEMB �ROI'1 EXIBtINCs GONDItIONB,P�PAIs� tHEh1 FOR RElJ3�, TEMPORARY StOR� AS - �Gi�II�D �4ND �IN87ALL THEM AS INDIG,4TED. ,�' 4. �XIStINCs: �XIStMG I?'EMS OF CONSTR1JGtION tHAt ,4i?� NOt to B� � � REMOVED AND THAt AR� NOt OtH�RWISE MDICA'�p t0 R� D3] REMOVED, SALY,4�CsED, OR REMOVED AND REMSTALL�D. - � ` 1 1'�,�I l�l ��1�� 1��1"�O �'�,�1�1 ���.p� _ DZZ SCALE: 1/�"=1'-m" � NORTH Revlelonx �5 1 2 5 I� 15 25 FEET ���: .�09 BID DOCUMENTS 6J2�Ib9 CD's � � Sheet Tltle: Mai n Level Demo Plan ��: � � os5a . - ��: � D2 .2 . , . . - TAB p a . Associates n�,a�n�ae�r� r------------------------�7—y�� A�on�cesoX�43, �� CO 8162a7431 ( / � (970)748-1470 I �r�---�-----------------------f-------� � fex:(970)748-1471 ---�r-�-------, i � M i i i i i � ��`�:� I I I I I r/–--------� I I CIv11 Englneer � III /� � � i � � '/ I I I I I I � $��rel Enpineer. � II �� I I I // \ � I I I ��*���� i � I I / � �----------� I � �° �1� _ / � / � L----------� � � \ � �-------=—� I . � I I I � 1 / I � �------- � � I I I I \\ � I � Ir I I I � Elechicel En�lneer. � � I I � II � � \� �/ j � 1`----- — �J I I � i i i �Y, i i-----L—� i � � � � , � � � --- � I � i I � � �;�� � � --- --� ,,,,, ��,�„>>, � i i � � ,� \ u� �oi i i � � ,>>' , ��, I i i � o°� �� �;'� �� ��`;!�i i � � ; ,, , I i�i`�` I � I I I � � �r------i --�� � i'-�t-—� I � I II � �I � �,� � -- ��� � i I� � � � � , � DEMO NOtES I i � i i �� I� � (� }► i � i i `\ i i i� � � I I _ ' ��� ' � �� �� ��� � L----y �' --�-__ � I I �--- i , t� REM0I/E 1�DOF AND ALL STRLIC'RIRE ASSOGA I7'ED WItN � � � -----1-� � �\---�----� i � i ��\ ���� I � � , ��-�^ �� O � i � �oo�. � i i �i i � O� ii i i i w �-�-t-—�-- � - r -------------- i i �i i �� i u i i i ��'_'�� i i , � I r— —� � I I � � � �JI I � _J I I �� / �\ I I I I � I r—� I -----------------------i-- � I �� ----- --� L-----J �---f----� I I ❑ I I ---------------------- �---------- , � L �_� � �--� I J I ---------��----- i � i ��r� N o t�s: I ��- � i i � i i i I 1. GONtRAGtOR t0 COORDINAt� �MOVAL O� �XIStING It�MB WItH j i i j i i � I �/ i i I � iNST,a��At�oNS o� �w ��s. � i i I i i � �� I 2. GOORpINATE t�W StRLIG7URAL ItEMS WITH R�MOYAL OF EXISTING I I I I M I /� M � I �t�g, I I I � III � / III � I I I III 3. I�ER t0 S'TRUGTURAL PL,4NS FOR ADDItIONAL StRLIGTIJRAL � I I � IW I � / --�—I I —————————— wor� to exiatir� stRUCtu�. � i i � m I I i i � ��. � � iii � I 4. ALL D�48HED ItEMS REP�SENT I'�MS t0 BE 1�MOlIED. _________J I I I I I �`� I GOORDINAtE REMOVAL WItH NEW I't�MS SHOU�1 M DRAWMGS. r-------�— I I � � I I I I � � � i i � i i ,�� � \� IW � � j 5. DRAWINGS A'f7�h1Pt TO SHOW EXISTIIJG CONDItIONB. BUt, ALL �. I � iL � � � �XIStING GONDItIONB MAY NOt BE SNOU�1 OR VISIB�� ON 817�. D3.1 j ��-T-����-��===3---------�_°_°°�°°°°°�-�===3-�===� I \\\ I I � � _ C A� r N S T B E T A K E N T O A B A N D O N, T I J R N O F F O R O T H E R W I S E � M � � � � \ I I � 9�GURE EXIBTMG �LEMENtB tHAt NEED t0 BE R�MOV�D WItH � I I I I � \ I \ I I I I �r�rov�c st�,uctu�. � i i i i � � � �----- �---------J� � �. i i i i � � �r-�- �--------- I 6. ENTItZE RDOF AND �OOF 8'nJGTUt� TO BE REMOI/ED. � i �� �� I i �------u i i i �� � � 'i. GONtRAGtOR t0 D�YISE A St�4�CxINCs P�AN t0 i�DUCE U�AtHER � j j I \ \ � L J I I � � �-------J I DAMACsE TO AR�,4S OF INT�RIOR NOT SE ING DEMOL.ISN�D � � � � � � �-�-� � � � I I r------------------------ � ------_��----- � �\\ � � i � I I / (r=====_—� � �{ � �� I I ( � D E M O L I t I O N D E F M I T I O NS: I j j I �� II� �\��------� '--��\ I I � I I � 1. I�MOVE: DEtAGH 17EMS FROI'1 �XISTING GONSTRUGtION AND I J L � /� I I� I \�r-----� j��I 4-�-� � � � � � L�Cs,4l_1.Y pISPO� O� tH�l'1 OF� Slt�, I,INL�SS OtN�RWIS� INDIGAtED � �--- , � II� III --- � I I I'I. � I i �--- i i i I --� i i i i � i i I � V ■� t0 BE REMOVED AND SALYAGED OR REMOYED ,4ND REINSTALLED. � I Ir I / /(� II� III � � � � � � I � I L I i li � i i i � � iii � !i�------� i i i i � i � � z. sa�.vac�: DEt,4CH It�MS PROh1 EXIStING GONDItIONS AND RETURN � i �� � i �� �� � �� i i� � ��----- � � ��--� � _ ° i i I � � p TO OU,NER READY FOR REU3E OR DONAtION t0 HABITAT FOR � � I� , _ � / / I � I I� � II I � � � � \ ��I�� � � � 3 � � '� �,��TM��� � Oo � �� uL----- � � , �-� � I i li / � � i� I �� ii� � iii � i i � � - i I I D3a � 3. �ove ar� t�MSrat,.�: DEtACH It�MB FRd'1 EXIStING I � �� / i �� i � � i�; � u�------� � i i � i � I .� � O GOND ItIONS, Pk"'EPA� THEM FOR REUSE, tEMP01?ARl' STOR� AS � � L=_ 't' � I � ��� I u I------� � � � �� I � j I I I V♦ � � �4UI�D ,4ND REINSTALL. 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EX?ERIOR FINISH A�UMINIJM GLAD X-I ON UJ-2 WINDOW I,INIT W/�i4" Y1'GOR V�FO WEATHER Yt'COR Y�0 W�AtH�R :SNIM SPAC�R,TYP. BARRIER StRIPS 6ARRI�R S7RIPS ' MFG St,4NDARD I"�G ST,4NDARD Yt'GOR Y4m t1�AtH�R - H�,4p Fl.ASHING HE,4p FLASNING BARRIER S7RIP8 . y - 3EAL,4Nt (tl'P). WINDOW MFRSION BY H�S�L,48H�ING JAMB EXTENSION BY BEALANT, T1'P. W��� GLAD UIINDOW W/ I/4" SHIM,TYP. � - S�AL,4NT lTl'P). LINE OF StONE SILL B�LOUJ s ����0� J,��� � �'J���� 1m ������� �,��� ������ ��,�� LIN� OF 2x6 A5.1 vCALE: ��i�u=1'-0" A51 SCALE: 11�zu=I'-0" R-1 ON WAtERPROOF UNDERLAI'MENt CASINCs BEYOND LINE OF �Xt l�:Al�)W/RlLL ADH�SION t0 PLYU� ON � GASING B�YONp U1D JOIStS �: 8TRLICt � � CL,4D WD WINDOW GASMG PER � �i W/ I/4" 3NIM GL.,4p WD WINDOW ��R COPPER M7L DRIP�LA3HIt�lCs SPAGE.T1�P. Wi V�° SNIM , °IG� e WAt�R SHI��D° Wi 6° StRIP w� � �O S�ALANt, tYP. St��P�R I� S�E PER �� � �'• OF "IGE � WAtER SHI�LD" OII�R OU�I�R S�ALANt, T1'P. OU1htER FLASHING W (� � � 0 ■� KYNAR 5f-f�Et MtL s b KYNAR SNE�T M7L EXTERIOR FINfSH �/� � � 2x6 RS WD F,4SGIA ON 2x1m RS WD V� U FLASHING � i ' FLASF�IING � z b X-2 OR X-3 3�{B-FASGIA � 2X� 61.00KING ON 2x12 RIM � ■� 1/1'GOR v�2 WEAtNER ` z b ' BARRIER STRIP3 ���� gt�� 2X6 R3 WOOp JAMB � UJ/�/I 4" COf'E�IM 1/1'COR Y40 \ �\\ CASMCs ?YPIGA� � � � V4° DRIP u�AtHER �\ � wcoR v� ul�AtH�R �wy ��v�� GROOV� te� oN R.IRRIN� � ,� EX'�RIOR�INISH SARRIER ST'RIP3 ��\�� BARRI�R StRIP3 qg gHp�,� L � y , X-2 OR X-3 EMERIOR�INtSH \\ �� SE,4L,4Nt,tYP. � � , X-1 �� \ GLAD WINDOW X-! OR X-2 ON W-2 � W , W/ 1/�" SHIM,1'YP. '� � � � O 6 uJ I�l auJ � S��cco , uJ I� ouJ � S�o�l 9 uJ I1�i�ouJ J�M� � S�I�CCa » �lo� l�s�i� M � � � A5.1 SGALE: l�is��=1'-0" A5a SCALE: ��is��=1'-m" A5J SCALE: I�is��=1'-0" A5J SCALE: r1 �J�"iS� �� �� I �"'!�� A5J SCALE: I�s"=1'-0" ' 2" � YARIES " �n ��� R-i \ 5�° NOTGHED FoRt RAILS ��` W.�R�.�C�R4MEMBRANEAtER \ \ \ Gt _ � WItH 1" GN,4MFEtZED EDCsES ° - _ \ � t KYNAR SH�Et MTL.CAP8 � � � R�: A3.I � A3� FOR SIZE W.R. GR4CE ULtRA b" S7RIP J 3 x 6 G�pAR tOP RAIL SNIELD MEMBRANE - Ixz Wp NINGE tRIM � WItH 4x4 �LoW to � Kl'NAR SNEET MTL tRAN81tION CAP �AGH Slp� ,�,, HOLD PIGKETS ' � � ��;" SaUA1� u�ouUHt IFaoN OPPER PANEL END a PICKEts s1'stEM,PICKEts 8tARtER CHANNEL � 36 � At 43�{" O:G. p � x b GEDAR BOttoM SEAM PAN�N �I,ILL' St,4ND INCx 0 _ _ RAI�, PLOU�D OI.Jt 70 8EA1.ANt BED m - � R�c�IvE PIGGEts, sLoPE R-2 i ' � 7oP EDCsEB �OR DRAIN,4CsE ;n 0 = ° � `� 12X12 CEpAR GORNER POStS ° ' � WItH SXS INTERMEpIATE R� � - - 30 POStB RE: A3.1-3.2 SEE 15/A5.1 �OR CONNECtION . � �s° pgB ALL tH�� - � � �� �� �� ti UI.R. CsRACE ULTR4 . . SIDE "' /a X6 Tf'�X DEGGIi�lCx MEM�R4NE PRoYIp� WROUCsNt � WItH �i{" gPAGI1�G f20N SIJRFAGE t8 DISC. DI°,C. �A pooR � DEGK JOIStB �: StR�ICt SEALANt � w p METER 21 21 �' 2XI2 DECK FASCIA ON iX4 � �O� �f�'k���I�� ��1 �LS I� �OI � �� = BLOGKINCs AND IX10 c�av Door�s to SuB-PASCIA ,4�� SCALE: N.t.s. MATGH SIDINCs MATERIAL �� X UJFZOIJCaHt IRON m�� E - ' 186UA Dat6s: B�Nt-��c� PIANO w "' 4/27/b9 DESIQN REVIEW HINGES � 3�� ��_0�� 3�� 9�� ��_m�� 9n 3n 5J�09 BID DOCUMENTS Ol1tSIDE � ��-3�� 1•E C� � ��� �,�� �c;as \ �� � � �� � � A�iJ SGALE: 1"=1'-0" `Q SECtfON A-A � � � .9 ec.4LE'1�y''P'o' . Details �oAM BACKSID� O� FIXTU� PIJLL LEPICstH, WIDtN, ,4ND DEPtH. At EAGH REGESSED FIXtUfa�E AIRtIGHt REGESSED � ���C. � 1 �. C�OS� I LICsHT FIX1L� R-�MM. SPRAI'�D III�tH,4N� A5.) SCALE: 1"=1'-0" F0,4M INSULATION P1i0JeCt N0: �� Y � ������ ��I �L � 1�1""�� ����1� Shee�t No: - - ,45J SCALE: 1��"-1'-fd�� A5. 1 , . y,4R SN�Et MtL CAP ON 1" MEtAL DEGK ANp WRAP OVER tUBE StEEL SUPPORT - _ rk tUBE StEEL �RAME CHIMNEY GAPS A Associates KYNAR SHEEt MTL �a���� StAND INCx �AM ROO� ON 1�� Poet Ofllce Box 7431 MEtAL DECK Avon, 81 7 (970)7�8-1470 MANUFACtU�D FLU W/ SPARK ernen:tebovau.net fa�c(970 748-1471 Af�EStOR t F,4CTORY FLASHINCs www.�ebeesoda�e.00m CMI En0.Mear: � ��� R-2 ON WAt�RPROOF I,INDERLAYMENt 1�:A11d)Ul/FULL ADH�SION t0 P�l'UJD ON WRAP 6" TUBE STEEL SUPPORTS Wltl-{ WD JOIStS I�: Structurel Enpineer. AR SHEEt Mt� FLASHIi�s ON 6"Xi2"X�/8" L SHAPED S7EEL BASE 1� WITH TUJO �i{" _ 12 KYNAR .°�HEET MT� DRIP�LASHING - LACsB At �ACH SI.JPPORt ff� "IGE 1 WAtER gHIELD" W/ 6" STRIP Mechenical Enpineer. � O� "IGE ; WATER SHIEL�" Ol/�R �d*��0 N ��ASHING (880)756-8184 Elec6°Icel Enpineer. 2x6 RS WD FASGIA ON 2x1m RS WD 3��z"X3�z" TUBE StEEL .°�I,IPPORT suB-FASGIA 4 2X� BLOC'.KING ON Zx12 RIM Seal R-2 ON W,4TERPROOF UNDERLAYMENt ,,,,�,���',�, (�:AI�)W/RILL ADHESION TO PLYWD ON StORM GOLL.AR u�D Jolsts t�: sta,lct '', :, ' , KYNAR SHEET MtL GAP K3'NAR SH�ET MTL pRIP FLA3HING Ixb "V" CsR001/� tKs ON RJRRING "IGE t WATER �NIELP" W/ 6" StRIP /, , � � ON "BItUtNENE 300m" _ As sHOUI�I OF "IGE t WAtER SHIELD" OYER � � ON �z" SHEAtHINCx � ����� � �' I� 2x6 R3 Wp �ASGIA ON 2xim R3 WD � _ °�UB-FASCIA t 2X� BLOCKINCs ON 2x1Z RIM StL BM t�: STRl1GT, PAGKED � OUt �OR WD BOX BE,4M , ' _ 10" LOCK MITER GORNERS + 1X6 NAILER Ix6 "v" GROOVE TtC, oN FURRIN� ,dr5 SHOW�I 10X12 WD BEAM RE: STRUGt X-2 � �i8�� tYPE ��X�� GYSIJM - WALL BOARD � z �,�1�� � l��C�G 3 �,�1� � �1�1� -'� �!C-�. 1.. I 1�I1�lC-� I��C�G A52 SCALE: ��iz��=�� A52 SGALE: l�is��■�� � �� I 1 I I ��� ��� � � A5Z SCALE: ��iz��_�� . � �� � � � � � � � ■�. � O - O � ■� U �i�"x6"x1�" KNIFE � PLAtE WELDED w � � t0 ���"X8"X12" � BASE i�, OFFSEt � KNlFE f� FROM � �.. J � ,� ivs" t0 CxEt �UL� � t� , 6" PENEtRAtION � � W FROM �AC-� BOLt ' s� � , - � 3,4��xd�� L,4Cx O ���� � �oLtS, M GOLINTERSUNK ANP P�LKxEP, L INE UP tOP LACs BO�t WItH 2_sq��tNRLI BOLtB UJ/ BOttOM RAI� WASHERS SPAGE 3" OF C�UARpRAI� �-� HORIX. O • � 2X12 DECK FASGIA ON 1X� B�OGGINC� ANp 1XI0 °9UB-�ASGIA pECK JOISt R�: S7R�.ICt., USE TU10 ON ENpB t0 BO�t BA�UStERS t0 " Q A�svlele�ne� � ���� .. ���V�� 1 �� � 1 I ������ 1 � A5Z �CALE: 1"=1' leeue Da�ee: � 6J'23�09 CD's � � 8he�tTlde: Detai Is ��: 0658 ^ - sr�ee�t No: � - A5.2 / . ' R�FL�CT�D C�IL INC� PL�4N LE��ND - BeaM oR tRUSS - � IIIII �� t� jD1�4CsONA1. NAtCH I�ENtIFIES ��� / IJND�t�FRAMED GEILING Associates � GORNIGE MOULDING The Anchitectur�l Balance Poet 011iCe Box 7431 Avon,CO 8182a7431 ' MOSS ROCK 1/�NEER ARGH (970)748-1470 • p / Sgi{"XIS" GLU-LAM Bh1 j O � 8yi{°X18" GLU-LAM BM � O f fa�c(970)748-1471 � � � i emell:tabOvall.net www.tabaeaodaEes.00m OS SMOKE D�TECTOR q��p�� e �GESSED SPOt LICsHtINCs `=' 10x12 BEAM i� SXS KINCx POSt `=� structurel Englneer. O LICsHt FIXtUi� � ` � Ne�widrfc En�ineerinp 10x20 UIRAPP�D StEEL BEAM (830)755-8164 � Mechenk�ll Erpineer. Q PEND,4N7 LICxHTINCs . � O � 10gi;"X21" CxLU-LAM BM � Elechkel E Ineer. ! � FLIIOR�3GENT LIGHTINCx FIXTII}� � � CLoSEt N �O X AUS ,4N �❑ E H tF MA57ER BED � 5681 BED � , �, 0 _ O _ O ° � 0 l �. ; � ,,,,ni„� ,y�,� t � .���_ �. O �8 8� ' � ��; JlING710N BOX RE: ELEG7RIGAL 12 12 , + O ;��--'�., J J (� ;� . �l E ��,� ) i ♦J `�./ � � � 1 '( BATN N � ,''�� �i G ! 0 � �?cX'-X" Afif m'�GAL GEILING H�ICaHt IS t0 BOTTOM OF � - STRLICTU� IINL�SS NOTED OTN�RWI3E O Og . O — � � r � 1. TYPIGAL GEILING 1�4EIGNT IS TO BOTtOM OF 10x12 BEAM 9'-6" AFF. � � � STRLlGTI.IRE uNLESB NOTED OTH�RWI3E. � � " ` f 2. GYP8lJM BOARD GEILING tYPIGAL OO � IJNL�33 NOt�D OtF�I�RWI:�. . ❑� �N � O BAtH r1 3. FOR Is�GESSED LIGNt FIX7LIRE � � i D�tAIL �E 16/A5.1. 10x12 B�AM DINING O • O O € � f �4. GORNICE MOULDINCx TO BE � N 1�c12 � �O OO � PER INt�RIOR DESIC�R O KItGHEN �^ O � � 0 , FO O ° � � 0 - O OO o _ o . _ - Oo o � � � BAR Oo 00 Oo Oo � ; O � � � � � f � o o O � ; o 0 M�CNANICAL �YY��� '�12 �� - . 0�3 ♦ 0 0 . 0 i � S € i � � � 0 0 mx12 B � � O � ■� � ` O � � ��__ ,, Oo s � ___ E '� , Oo ° � � , � � � '� ; Oo Oo ��__ � � � ..30� °�J � � � , f o ` o -��� o -� •— � � � �f o C/� � � �E o � � r..—_'' ■� DEN/ E ( HALL MUD y 0x12 B � � � � � o � 00 O � 00 C 00 00 , � � � .....� E Oo � � ' � o �. J ? n � -�� O o o � � _ � , �� Oo Oo � % � � w . `cLOSet �� � ;�i �s s� � '� 12 12 ■� I . � , � � � � � Imxl2 BE,4M � � � O � gtA�� C'7 � s mXt2 8 � � � O �� sto�e � � � � 'r � cr / f X � O • A % . � �$ S� 8� � STAIR3 p � 8"X12" BM � O � � , 12 12 12 ' i � i i ✓, � ! � f O O _ � i i / � Fd � i � � � n y �,� 0 � , , ' . _�/i/// � A��: � . � . . , � ., 0 , � � � � N N � Issue Dabes: ' � � — — 6/23J09 CD's 10x12 BEAM f i i• i i i i � 1 � SXS KINCs�POSt Shest 11tle: Reflected Ceiling BUILDING � NORtH Plans � �OW�� ���� ����� 1 �� �� �� II �� ���1 � Z ��11 � ���� ����� I �� �� �� I�� ���I � A�J scALE: 1i4�� = I�-m�� A�a scALE: 1i��� =1�-m�� ProJect No: 0658 " Sheet No: �- - A6. 1 / . . - ,� 26'-94�� ��� 18�-0" Associates 18 18 The Archit�ecturel Be/ance S—5 100�_�° S—5 100�_0" Poet OMce E�x 7431 100'-0° 95'-6" 95'-6" Avon,CO 81820-7431 95'-6" (970)748-1470 fax:(970)748-1471 emell•tabOvell.net wwW.tabe8eodatea.com CMI Engh�eer. 18 S-5 �� Struclur�l Enpineer. Newldrk Enpineedn� i: (830)755-8164 ` 100'-0" ��' 95'-6" 2 � Elechlcel Enpineer � w � � 18 � W S-5 � 00 �� \\`���a��w iw�� \\��.�`` . . ��'',/,. � •=yoo : . • �: � COVERED '� 3 � •��� PATIO 13'-4 " ` •4 • — . . � o�s � � =.9: 2 83 : _ r T- � )I � �_ \ �.� I,.j ���\ % ��• •�\ �� . /����''SS���NAL„��G�\\\. . 2 ^ � �001-00 95'-6" 3 � 4 � N 3 � FACE OF EXIST. FDN, TYP. S-5 „ 4 NA IVE GRADE NNC ADWL SPACE, ^ � S—rJ F FIELD VERIFY ELEVATION _ � � �� . � ' `� ;n I 100'-0" � 95'-6" . � 2'-11„ G �J 3 BEAR FOOTING ON UNDISTURBED S— 'rJ S— 'rJ NAl1VE GRADE IN CRAWL SPACE, � FlELD VERIFY ELEVATION 7 4 S_5 � � _ V ■> � � � � � � � � -� � 11 ° � O �� S-5 N �� — �oo'—o° � � � s5'-s„ "� �1� •— U i W � .. � ._ 2'-0" � � ,. � i' _! �, , s-5 � � w ,: 16'-10�" � ■� � � O 100'-0" � 95'-6" ;n 100'-0° 100'-0" � 95'-0" • 95'-0" 1 � �i� � I � M ' siM. w/o 18 � siM w/o 18 s�B S_5 10 SLAB S—5 S—5 - 2,_5�„ i4'–o� 13 � M S 5 S-5 1 OO'–O" 95'-6" 1 OO�–O� 98�_�M 95'-6" 100'-0" �� 95'-6" - Retiblona: . � FUUNDATION PLAN � n LEGEN D 6 � x �0��-�� , 1 4" = 1�-0'� �� 9��� 95'-6" 2'-3>, / � INDICATES STEPPED FOOTING i,� � S 5 1 O 18�-4" OK� _ 1 DRILL & EPDXY GROUT ALL HORIZ FTG & WALL REINF. 6" INTO EXIST FDN 95'-0" TOP OF FOUNDATION WALL (OR PIER) ELEVATION S—�j 87'-4" BOTTOM OF FOOTING ELEVATION ° 2. DRILL & EPDXY GROUT ALL HORIZ, GR. BM. REINF 6" INTO EXIST FDN. 99,-4~ S.W INDICATES STEP IN TOP OF FOUNDATION WALL :� ,�7 S W 95'-6" S W 3 3'-0" SQ X 12" THK. CONC FTG REINF. W/ 4#4 EA WAY, SEE 22/S-5 S.B.F. INDICATES STEP IN BOTTOM OF FOOTING N S-5 4. TS4X4X1/4 COL. UNDER BM. BRG. ABOVE TO FDN., CONN. COL. TO TOP OF FTG. PER 22/S-5. 100'-0" S T.F. INDICATES STEP IN TOP OF FOOTING 95,_6„ 100'-0" 100'-0" 100'-0" ' 1�_3��� 95-6 8 95'-6" r�� 9 $ 95'-6" . ISBU6 Dsb68: �os'-s° s.w. �7 S—5 `i S—5 S—5 8J°23✓o9 CD's 95'-6" S W S— 'rj S.W. � 1 U8)-8• 95'-6" iD x 19 � S-5 16 �-� � S-5 99�-s � z„ 19 � sneet�ae: 95�-6� S_5 Foundation ,.-3.. � �Ol,�l�l1�,��I 01�1 fi-��,1-�1�1 g-� s�,���: �,�.��=,� Plan 9�-0�" 22�-9$° i i i ProJec:t No: 0658 � Sheet No: � � S- 1 , . . - JOIST CONNECTION TABLE M L TR MME�R W/ SIMPSON UNLESS OTHERWISE DETAILED OR NOTED, CONNECT BCI & M.L TOP FLANGE BM. HANGER JOIST TO BE HEADERED JOISTS TO BMS & EXT. WALL PLATES AS FOLLOW �1'� FOR OPNG ��� SIMPSON HANGER SIMPSON HANGER �$ �S JOIST STANDARD SKEWED/SLOPED MATCH OS BDEPTH SEE PLAN S—�J S—�J Associates 2X12 LB212 LSSU210 FOR JOISTS 7 7 7 DOUBLE 2X12 HUS212-2TF LSSU210-2 ThB AI+ChidBCtUI'B ence 11 7/8" BCI 60-2 0 ITT3511 88 LSSUI35 DOUBLE 11 7/8" BCI 60-2 0 MIT3511 88-2 LSU3510-2 14" BCI 60-20 ITT3514 LSSUI35 �8 Poat Box7431 Avon,CO 81620-7491 DOUBLE 14" BCI 60-2 0 MIT3514-2 LSU3510-2 OPNG. THRU FLOOR, (970)748-1470 1 3/4" X 9 1/2" M L W9 LSSUI25 COORD. W/ ARCH./ � S—5 fex:(970)748-1471 DOUBLE 1 3/4" X 9 1/2" M L HWU3 56/9 5 LSSU410 MECH ���'�� 1 3/4" X 11 1/4" �I.L. WPUt.81/11.25 LSSUI25 DOUBLE 1 3/4" X 11 1/4" ML HWU356/1125 LSSU410 1 3/4° X 11 7/S" M.L W11 LSSUI25 4'_3�" 10'-5 I g eer DOUBLE 1 3/4" X 11 7/8" M L HNN3 56/11 88 LSSU410 SINGLE M L BM TO � �" 1 3/4" X 14" M L W14 LSSUI25 CONN JOIST TO HEADER MATCH JOIST DEPTH ����0���� DOUBLE 1 3/4° X 14" M.L. HWU356/14 LSSU410 W/ SIMPSON ITT TOP 7 �3 13 FLANGE JOIST HANGER, TYP. Newldrk Erpinee (830)755-8164 18 �� Mechanicel Enpineer: 2X6 WOOD STUD WALL HEADER SCHEDULE TYPICAL HEADERED OPNG. THRU FLOOR OR r.o. SLAB = OPENING WIDTH HEADER SIZE JAMB STUDS �OOF DECK S-5 » 99�-� ��4�� CLOSET #1 ElectrlcelEn I�neer. " UP TO 4'-0" 3-2X8 1-2X6 0�0 OVER 4'-0" UP TO 6'-0" 3-2X10 2-2X6 OVER 6'-0�� UP TO 8�-0° 3-1 3/4" X 9 1/2" M.L. 2-2X6 OVER 8'-0" UP TO 10'-0" 3-1 3/4° X 11 7/8° M.L. 2-2X6 STUD PACK KEY USE THESE HEADERS UNLESS NOTED OTHERWISE ■ INDICATES STUD PACK EXTENDING UP FROM FLOOR ON BED #� WHICH IT IS INDICATED OR EXTENDING UP AND DOWN FROM ' oog � � 2X4 WOOD STUD WALL HEADER SCHEDULE FLOOR ON WHICH IT IS INDICATED. SEE PLAN KEYNOTES. COVERED ���� / � ����,,������������,,, OPENING WIDTH HEADER SIZE JAMB STUDS � INDICATES STUD PACK EXTENDING DOWN FROM FLOOR ON PATIO �`� ' . '% UP TO 4�-0° 2-2X10 1-2X4 WHICH IT IS INDICATED SEE PLAN KEYNOTES o16 � �V �� , ' F� O V E R 4'-0" U P T O 6'-0" 2-2X12 2-2X4 3 ' 4 ' = OVER 6�-0" UP TO 8'-0" 2-1 3/4" X 9 1/2" M.L. 3-2X4 BATH #� =..o: 2 3 3 5 '�_ OVER 8'-0" UP TO 10'-0" 2-1 3/4" X 11 7/8" M L 3-2X4 JOIST LAYOUT NOTE: ooa � COORDINATE JOIST LAYOUT W/ LIGHT �%�oF�••;• I '• •'G���` USE THESE HEADERS UNLESS NOTED OTHERWISE O _ L CATIONS. ADJUST JO ST LO AT IONS T.O, SLAB ��''ss���NAL„����`��� M A S 0 N R Y L I N TE L S C H E D U L E AS REQ�o = 99�-9• o - OPENING WIDTH STEEL LINTEL BEARING � UP TO 3'-0" L4X4X1 4 6" - ° o� OVER 3'-0" UP TO 6'-0" L4X4X3 8 6" � � 9 � , �� , �� �, O r OVER 6�0 nUP TO 10�0 �� L7X4X3 8 LLV 6�� �13 N n OVER 10-0 UP TO 18-0 L8X4X3 4 LLV 8 3 O � � ) . S-5 9 � BATH #2 14 I 007 EXTERIOR WALL SHEATHING NOTE _ FA""�Y " "a, � 011 4 ALL EXTERIOR FRAMED WALLS ARE SHEAR WALLS AND � 4 ARE SHEATHED W/ 7/16" OSB AND NAILED W/ 8d � 6" ° EDGE, 12" FIELD. INSTALL 2X6 BLOCKING BETWEEN STUDS S— 'rj O AT ALL HORIZ. PANEL JOINTS THAT DO NOT FALL ON A 5 TOP OR BOTTOM WALL PLATE. NAIL ABUTTING SHEATHING 3 " PANEL EDGES TO BLOCKING WITH 8d � 6", BOTH SIDES " OF PANEL JOINT. BED #2 - �� �06 r , , 15 BAR � 0�2 � p 1 • 6 5 S-5 S-5 �4 4 4 4 — S—rj 7 o �4 22 8K MECHANICAL S-5 O o03 9 4 �j � � 9 �iN > 2'-5�'• 16'-5�„ ° � I �� � � 4 POWDER 3 005 '.- 11 � � � ��� o ', S_5 � � c� N 23 9 . �s ' � O ' i� ■� � OFFICE/ S-5 9 � � O I . oE3 � oop ST002GE 13 � •� U O � '� 3 � � � 4 � � � J > CLOSET a S—5 � � � �� 014 W 6�r 3'-3" 6 -5� 3�-9'� N T 0 SLAB T 0 SLAB oo > � � � _ �oo'—o° �2 32 = ioo'—o" � ■� � � 9 4 I 4 S-6 � � O STORAGE 4 � �� Ot 5 2 GENERAL SHORING NOTE 13 SHORE EXISTING FRAMING AS REQUIRED PRIOR 4 4 4 � 4 TO ANY DEMOLITION LEAVING SHORING IN PLACE STAIRS OO OO UN11L NEW STRUCTURE IS COMPLETE. 7 7 017 ro I • siM w/o 18 siM w/o 18 10 �' � SLAB S_5 SLAB S_5 �5 S—5 S-5 I 13 T.O. SLAB ` T.O. SLAB ► �3 = ss�-10" _ FD = 99'-10" = FD � 12 - _ S— 'rj S—5 T 0 SLAB T 0 SLAB T 0 SLAB 10 - �00'-0� � - �0��—�n � - �QO�_oa LOWER LEVEL FRAMING PLAN 1,-34 ''-5�" ,2 1/4 = 1 -0 Q >> GARAGE O KEYNOTES . oo� �� 1 3/4" T&G OSB FLOOR SHEATHING NAILED W/ tOd RING SHANK NAILS � 6" EDGE, 12" FIELD, GLUE TO ALL JOISTS FULL LENGTH. 13 2. 4" CONC. SLAB ON GRADE REINF. W/ FIBERMESH & #4 � 12" 0 C. MAX. EA. W�Y CHAIRED TO SLAB MID-DEPTH, 3�� 13 ° PLACE SLAB OVER 6 MIL VAPOR BARRIER OVER 1 1/2" RIGID INSULATION OVER �" AGGREGATE BASE COURSE PROVIDE 13 13 2� � p��4. ' SAWCUT CONTRACTION JOINTS � 12'-0" O.C. MAX EA. WAY. PLACE SLAB OVER GRAVEL BACK-FILL PER PLAN NOTE. �2 g \ 9 0 � 3 EXIST. FLOOR SHEATHING & FRAMING TO REMAIN S-5 1� � � • . 4. 3-2X6 STUD PACK UNDER BM. BRG. ABOVE DOWN TO EXIST. FDN. S— 'rJ - r�l� � 5. 11 7/8" BCI 60-2.0 C� 16" 0 C. MAX. I T 0 SLAB T 0 SLAB � �7 `t = 100'-0" = 100�-0° `r 6. 4" CONC SLAB ON GRADE REINF W/ FIBERMESH, PROVIDE SAWCUT CONTRACTION JOINTS � 12'-0" O.0 MAX EA WAY. S—r.J 7. TS4X4X1/4 COL. FROM TOP OF CONC. PIER UP TO BM BRG. ABOVE, CONN COL. TO PIER PER 18/S-5. 13 13 8 STONE & MORTAR SET OVER 4" CONC SLAB ON GRADE REINF W FlBERMESH & #4 � 12" 0 C MAX EA WAY CHAIRED TO SLAB MID-DEPTH, PLACE SLAB OVER 6 MIL VAPOR BARRIER OVER 1 1�" RIGID INSULATION OVER 4" AGGREGATE BASE COURSE PROVIDE 8 9 8 SAWCUT CONTRACTION JOINTS � 12'-0" 0 C MAX EA. WAY. PLACE SLAB OVER GRAVEL BACK-FILL PER PLAN NOTE. �7 S—rj S— 'rJ S— 'rJ Issue Dates: 9. 4-2X6 STUD PACK UNDER BM BRG. ABOVE TO FDN — - ' 6J�3✓09 CD's 10 TS4X4X1/4 COL UNDER BM BRG ABOVE TO FDN, CONN. COL TO FTG PER 14/S-6 11. 3'-6" SQ X 12" THK. CONC. FTG. REINF. W/ 4#5 EA. WAY, SEE 14/S-6. 19 �9 '�,� 12. TS4X4X1/4 COL FROM FDN UP TO BM. BRG ABOVE, CONN COL TO FDN. PER 21/S-5 S—5 1 6 S—5 S-5 13 3-2X6 STUD PACK UNDER BM. BRG. ABOVE TO FDN. I 14 TS4X4X1/4 COL UNDER BM BRG. ABOVE DOWN TO NEW FTG IN CRAWL SPACE, SEE 22/S-5. 1 Sh66�tl1tl9: 15 TS4X4X1/4 COL UNDER BM BRG. ABOVE TO FDN, CONN COL TO FDN WALL PER 20/S-6 Lowe r 16 3'-0" SQ X 12" THK SLAB FTG REINF W/ 4#5 EA WAY 17. TS4X4X1/4 COL. UNDER BM BRG. ABOVE TO FDN., CONN. COL. TO EXIST. FDN. PER 30/S-6. Level Framing � �OUJ�fi� ��1��� �i�l� I�IC� fi'��1� Plan 8-2 SGALE: 1/�"=I'-0" Pr�oJec:t No: 0658 � - Shee�t No: : _ �� . � � � t\ � JO1ST CONNECTION TABLE ��,��w j�,��,, e • - UNLESS OTHERWlSE DETAILED OR NOTED, CONNECT Bq & M.L 70P FLANGE BM. HANGER JOIST TO BE HEADERED JOISTS TO 8M5. & EXT. WALL PLATES AS FOLLOW: �'• FOR OPNG. , J�ST SIMPSON HAN(�R S�MPSON HANGER STANDARD SKEWED/SLQPED S�NGLE M.L BM. TO 2X12 CB212 LSSU210 MATCH JOIST DEPTH � P� DOUBlE 2X12 HUS212-2TF LSS'tJ210-2 FOR JOISTS 18 19 18 11 7/8" BCi 60-20 ITT3511.88 LS�1135 GLB 8 3/4 X 18, NO CAMBER, ONE PIECE 2 SPAN DOUBLE 11 7/8" Bq 60-2.0 M1T3511.88-2 1SU3510-2 (109'-0 3/8') 600 PLF 14" Bq 60-28 ITT3514 LSSU135 T�B DOUBLE 14' $CI 60-2.0 MIT3514-2 LSU3510-2 OPNG. TtfRU FLOOR, 22 ���O�I���� 1 3/4" X 9 1/2" M.L VN9 LSSUI25 COORD. W/ ARCH./ �� , DOUBLE i 3/4" X 9 1/2' M.L. HWU3.56/9.5 LSSU410 ME�i. 1 3/4" X 1 i 1�4' M.L WPU1.81/11.25 LSSU125 �7 DOUBIE 1 3/4 X i1 1/4' M.L HWU3.56/11.25 l.SSU410 Th8 � B�@ t 3/4' X 11 7�8' M.L W11 LSS'tJ125 DOUBLE 1 3/4 X 11 7/S" M.L HWU3.56/11.88 LSSU410 SINGLE M.L BM. TO �s A�von,C�O 81�sZXa',�43', 1 3/4 X 14 M.L W14 LSSUI25 CONN. JO1ST TO HEADER MATCH JOIST DEP1H DOUBLE 1 3/4' X 14' M.L HWU3.56/14 tSSU410 W/ SIhIPSQN ITT T� 21 44 S-'6 (970)748-147Q Fl.ANGE JOISt HANGER. TYP. ra�c(s�o)�aa�a�i 20 ema�:tab�va�.�et GLB 10 3 4 X 22 1 2 109'-0 3 8" �•��•� 2X6 WOOD STUD WALL DER SCHED LE TYPICAL HEADEREQ, OPNG. THRU FI,OOR OR 1 57 KLF �� OPENING WID7H HEADER SIZE JAMB STUDS ROOF DECK 22 39 UP TO 4'-0 3-2X8 1-2X6 40 40 OVER 4'-0" UP TO 6'-OA 3-2X10 2-2X6 �� - OVER 6'-0" UP TO 8'-0" 3-1 3j4" X 9 1/2" M.L. 2-2X6 ov�R s'-o" u� �o �o'-o' 3-1 3/4" x » �/s" M.� 2-zxs S1UD PACK KEY �a�ea r�r,��r,o�r,eer: _ USE 1NESE HEADERS UNLESS NOTED OTHERWISE ■ iNDICATES STUB PACK EXTENDING UP FROM FLOOR ON 17 WNICH IT iS INDICATED OR EXTENDING UP /WD DOWN FROA� 2X4 WOOD ST11D WALL HEADER SCHEDULE �-� � ��� �T IS INDICATED. s� Pu�r, �e�o,�s. MAST�ER BED �,�� O!'ENING WIDTH HEADER 51ZE JAMB STUDS � INDICAiES STUD PACK EXTENOING DOWN FROM FLOOR ON UP TO 4-0 2-2X10 1-2X4 WHlCH IT IS INDICAIID. SEE PLAN KEYNOTES. COVERED OVER 4�-0" UP TO 6�-0� 2-2X12 r � 2-2X4 P os� 3 OVER 6-0 UP TO 8-Q 2-1 3/4 X 9 1/2 M.L 3-2X4 OVER 8'-0° UP TO 10'-0" 2-1 3/4° X 11 7/8" M.L 3-2X4 JO�ST LAYOU7 NOTE: � �u�un ' USE THESE HEADERS UNLESS NOTED OTHERNASE COORDINAiE JOIST LAYOUT W/ UGHT 9 �2 ��a� q FlXTURE LOCA�IONS ANO RAFTER TAII ``������� �� � S'�i��% . � •'Ptc�� M A S 0 N R Y LI N TE L S C H E D U LE LQCATtONS. AD�AJST JOIST LOCATI�IS - , •4� �.o ' AS REQ D. OPENING WIDTH STEEL UNTEL BEARING = UP TQ 3'-0" , s L4X4X1 4 6� � YVi0X22 (109'-0 7/8") � =-o' o '�� _ o 0 39 p�. � ���� �� i� 13 '� ••...... . , , , „ » 0 43 25 , F•. .•�_; OVER 3-Q UP TO 6 0 L4X4X3 8 s ROOF JOIST CONNECTIONS NOTES � �.�• • � - OVER 6�Q »UP TO t0�0 q UX4X3 8 LLV 6� CONNECT JOISTS 0 EXIERIOR WAII 8EARING O � i S � OVER 10-0 UP TO 18-0 L8X4X3 4 LlV 8 �� �NAL • ��� � � LOCATi�lS PER 5/S-6. 0 ���i I F. ��`'�� _ 13K 13K 11 24 ����Iilfl�rwu������ _ ' OOO WDER� EXTERtOR WALL SHEATHING NOTE � O 5 ALL EXTERIOR FRAMEQ WALLS ARE SHEAR WALLS AND 2 ARE SHEATHED W/ 7/i6' OSB AND NAILED W/ 8d � 6" t�. DINING EDGE, 12" FlELD. INSTALL 2X6 BLOCKING BETWEEN SiUDS S_s 04 ,$T.O. PLYWOOD = AT ALL NORIZ. PANEL JOINTS THAT DO NOT FALL ON A 109'-1 5/8" KI 05 EN O Z 31 70P OR BOTTOM WALL PLATE NAIL ABUtT1N6 SHEA7HING (VERIFY - MATCH PANEL EDGES TO BLOCKING WITH 8d O 6`, BOTH SIDES EXISTiNG} O OF PANEL ,�INT. 4 VESTIBULE }4 MASTER �� BAFH 34 1 oa 0 � O vu�ox�z (�os' o �/8` o -t 4• x » � s` O 3 3/ ,_ / 13 _ �O M.L (109 0 7/8) , $-fi 3-1 3/4" X 11 7/8" M.L� wET Q (109'-0 7/8") 16 O 2 B 3R 3 37 25 38 2 30 6 2 8K 975 ptf 24��K 2 �3 3-1 3/4" X l4' M.L 2 14 �l 24 6 2K 33 O 6K (tos'-o �/s') 2 2-1 3/4' X 11 7/8" M.L 7 O 24 41 46 (109'-0 7/8�) � 33 G �- � � 16K 24 t0. PLYWOOD Os � ��X26 0 � , ,��_, �,8- ,6� 2 „ � ^ a (107-t1 1/2") yp��y - MA ar •L 3 LI03 G 1 3/4" X 11 7/8` M.L EXISTING) 1 ' 0 8"} � PRIOR TO REMOVlNG EXIST. ���,-� 7�8+� �P MASTER 32 � 0 CLOSET Qa � � GLB TO INSTALL NEW STEEL 45 BM. SHORE EXISTING STRUCTURE � 09 � .- � s.. ns �QUi� O0 � s 2 40 .� � C3 o � � � 3-1 3/4° X 5 1/2" M.L g g 1 U 11 (�os�-� 3/8•) 2 32 ° � •- w �, 24 4o S-s � 2 15 � � ; Y , �. J �, R � 3-1 3/4" X fl 7/8' � - 40 '� �I.L (109'-0 7/8"j � � W ' � �� � 40 40 GENERAL SHOR�NG NOTE: �� � g SH�tE EXISTiNG FRAI�ING AS REQUIRED PRIOR � 2t 2� 21 �� UNTIL�NEW SjRl1CTURE IS COMPtFiE. IN PLACE � � PRIMARY GUEST/ � SECONDARY MASTER �0 T.O. PlYW00Q = � 8X12 110'-5 5/8' 20 20 DN UP � 12'-11�" 4'-1 p�" 31 z o. PLYWOOD = 3 S-6 O 103'-9 3/4" 2'-8" 14'-8" S-6 � 12 �! � MAIN LEVEL FRAMING PLAN ENORY � 33 S_6 �,4x6, c„o' 3 3/8•� - 1/4� = 1'-0° 25 42 33 42 29 6K 5 3K 12a0 PL 22 4K 25 O tSEYNOTES � 40 1. 3/4' TdcG OSB FLOOR SHEATHiNG NAILED W/ 10d RING SHANK NAILS O 6' EDGE, 12' FlELD� GLUE TO ALL JOISTS FULL LENGTH. 13 23 42 13 40 2. 3-2X6 STUD PACK UNDER BM. BRG. TO FDN. �O 27 47 T.O. �Ywoon = 13 27 3 EXIST. FLOOR SHEATH�NG & FRAMING TO REAIAIN. 29 24 4 gK "D,_' S,8w S_6 4 8K 2�' 4. 11 7/8' Bq 80-2.0 � 16° O.C. MAX. 5. PRIQR TO lNSTAWNG NEW h1.L B�i. SHORE EXIST. RaOR FRA�ItNG ADEQUATELY, CUT BACK EXISL ,IaSTS dc CONN. TO NEW M.L. 2$ 700 PLF BM. W/ SIMPSON iUT FACE MOUNT JOIST HANGERS. Wi0X30 (109'-11 3/8") ' 6. 1 3/4' X 5 1/Z' M.L JOISTS @ 16" O.C. MAX. 2a Za 2� � 7. 1 3/4" X 11 7/$" M.L �1 ��/� - 440 PLF Town of Yail Gommants 8. BN. TO BM. CONN. W/ SIMPSON W11 T�' FLANGE BM. NANGER. 9. DOUBLE 11 7/8' BCI 60-2.0 � 19.2` O.C. MAX. 2 31 3-1 3/4' X 14" M.L 2 10. 12X12 TIMBER COL. UNDER BM. BRG. A80VE TO fDM., CONN. COL TO fDN. PER 19/S-5. 11. 2X12 � 16' O.C. �IAX. 12 2X12 g 16" LADDER-FRAMED JOISTS PER 6/S-6. 13. CONT. 2Xi2 tED(�R NAtLED TO EA. EXIST. SiUD Wf 6-16d, FLUSH FRAME 2X12 ROOF JOISTS TO LEDGER W/ SIMPSON U210 fACE 16 MOUNT JOIST HANGERS W/ SEAT CUT. S-5 �� 14. BM. TO BM. CONN. W/ SIMPSON HNN3.56/11.88 TOP FLANGE BM. HANGER. 10 10 .�CiD'S 15. BM. TO BM. CONN. W/ SIMPSON U66 FACE MOUNT BN. HANGER. 16. 8N. TO BM. CONN. W/ SIMPSON HWU5.50/11.88 TOP FLANGE BM. HANGER. 29.i 3/4' X 11 7/8" M.L. JOISTS O 16" Q.C. MAX 41. 3-2X6 STUD PACK UNDER BM. BRG. ABOVE DOWN TO TOP Of HEADER BELOW. 17. DOUBLE 2Xt2 O 12" O.C. MAX. 30.2X12 LEOGER NAILED TO EA. STUD W/ 6-16d, FLUSH FRAME M.L JOISTS TO LED(�R W/ 42.3-2X6 SiUD PACK fRO�i TOP OF FLOOR BM. UP TO BM. BRG. ABOVE. SIMPSON HU11 FACE MOUNT JOIST HANGERS. 18. TS4X4X1/4 COL. UNDER BM. BR6. TO fDN., CONN. BM. TO TOP OF COL PER 2/S-6. 43.4-2X6 STUD PACK UNDER BM. BRG. ABOVE TO FDN. 31. 5/8' PLYWOOD ROOF SHEA7HING NAILED W/ 10d O 6" EDGE, 12" FlF1D. �,',�: 19. TS4X4X1/4 COL UNDER BM. BRG. TO FDN.. CONN. BM. f0 TOP OF COL PER 7/S-6. 44.T54X4X1/4 COL UNDER BM. BRG. TO FDN., CONN. BM. TO T� OF COL PER 1/S-6. 32 OVER-FRAME HATCHEQ AREA W/ 2X4 � i6" CRIPPLE STUD WALLS SPACED O 16" O.C., ALiGNED PERPENDICULAR 20.TS4X4X1/4 COL UNDER BM. BRG. TO FQN., CONN. Bhl. TO TOP OF COL. PER 8/S-6. TO FLOOR JOISTS BE1.OW, INSTALL 3/4' T&G OSB OVER CRIPPLE WALL DOUBLE TOP PLATE dc GLUE & NAIL PER 45.lNSTALL CONT. 2X6 PL ON TOP OF S7E. 8M. TOP FLANGE CONN. WJ POYYDER DRIVEN NAlLS Main KEYNOiE �t. 0 16" O.C. STAGGEREO. 21. 12X12 WOOD COL. FROM TOP OF BM. UP TO BM. BRG. ABOVE, CONN. COL TO TOP OF BM. �R e,s-�. Level 33.TS4X4X1/4 COL. fROM TOP OF FLOOR BM. UP TO BM. BRG. ABOVE� CONN. 8�1. TO TOP OF COL PER 17/S-6. 46.TS4X4X1/4 COL fROM TOP OF FLOOR BM. UP TO B�I. BRG. /�OVE, CONN. COL TO TQP OF 22.Fl.l1SH �ftAME DDUBLE 2X12 JOISTS TO BM. W/ 51MPSON U210-2 FACE MOUNT JOIST HAN(�RS. BM. PER 17/S-6. 34.TS4X4X1/4 COL. UNDER BM. BRG. ABOVE TO FON. Framing 23.2Xt0 O 18 O.C. MAX. 47.STONE & MORTAR SET OVER W.P. MEMBRANE, SEE ARCH. 35.TS4X4X1/4 COL. UNDER BM. BRG. ABOVE DOWN TO TOP OF M.L BM. BELOW, CONN. COf.. TO T�' OF B�l. PER 19/S-6. 24.4-2X6 STUD PACK UNDER S1L. BM. BRG. TO �DN., CONN. BM. TO TOP OF STUD PACK W/ 2-1J2�0 X 4" LAG BOLTS THRU BM. Plan BQT. F1.ANGE � 2 1/2" GA. INTO TOP OF STUD PACK. 36.4-2X6 S1UD PACK UNDER BM. BRG. TO FDN. 25.TS4X4X1/4 COL UNDER 8M. BRG. TO FDN., CONN. BM. TO TOP OF C01.. PER 1/S-6. 37.5-2X6 STtJD PAqC FROM T� OF FLOOR BM. UP TO BM. BR6. ABQVE. , ���� ���� ������ ���i � 26.2X12 � 16" OC. MAAX. 38.CONN, M.L BM. TO SIDE OF STL. C01.. dc END OF Slt. BM. PER 21/S-6 SIM. f�' 8-9 �CALE: 1/�F"=i'-0�� 27.12X72 WOOD fAl. FROM T� OF B�t. UP TO BM. BRG. ABOVE, CONN. COL TO STL. FLOOR Bh1. PER 15/S-6. 39.4-2X6 STUD PACK FROM TOP OF FLOOR BM. UP TO BM. BRG. AB01+E. 28.3" STONE dc MORTAR SET (PER ARqi.) OVER W.F. MEMBRANE (PER ARCH.) 3/4" TdcG OSB Fl.00R SHEAIHING NAILED W/ 10d RING 40.3-2X6 STUD PACK UNDER BM. BRG. ABOVE TO FDN. P��� SHANK NAILS O 6" EDGE, 12" FlELD, GLUE TO ALL JOISTS FULL LEN6TH. � - - 3heet N0: � � JOIST CONNECTION TABLE �''�,M�w j�,��,,, ' UNLESS OTHERWISE DETAILED OR NOTED, CONNECT 8(� & M.�. TOP FLANGE BM. HANGER JOlST TO BE HEADERED , . JOtSTS TO BMS. & EXT. WAIL PLATES AS FQLLOW: �1'P• fOR OPNG. JOIST S��IPSON HANGER SIMPSON HANGER � STANDARD SKEWEU/SLOPED S�NGLE M.L. BM. TO 2X12 L82�2 �210 MATCH JQIST DEPTH SEE PLAN DOUBLE 2Xt2 HUS212-2Tf LSSU210-2 FOR JOISTS ' 11 7/$° $q 60-2.0 IT73511.88 LSSUI35 D�1BLE tt 7/8' BCI 60-2.0 MIT3511.88-2 LSU3510-2 14' BCI 60-2.0 ITT3514 L.SSUI35 DWBLE 14" BCI 6Q-20 MIT3514-2 LSU3510-2 OPNG. THRU Fl.00R, 1 3/4' x s tf�` M.�.. ws tssui�s cooRn. w/ �c�./ - TAB DOUBLE 1 3/4" X 9 i J�' M.L HWU3.56/9.5 LSSU410 MECH. 1 3/4" X 11 1�4" M.L WPU1.81/11.25 L.SSUI?S DOU$LE 1 3/4 X 11 i/4" I�.L HWf13.56/11.25 lSSU410 /� ��������� 1 3/4" X 17 7/8" M.L Wit LSSUI25 7 /��1 DOUBLE 1 3/4' X 11 7/8' M.L HWU3.56/11.88 t.SSt1410 SINGLE Al.L BM. TO 1 3/4" X 14" M.L. VY14 LSSUI25 CONN. JOIST TO HEADER I�ATCH JOIST DEPTH Th9A17Ch�B� DOUBLE 1 3/4" X 14' M.L. HWU3.56/14 LSSU410 W/ S�MPSON ITT TOP FLANGE JOIST HANGER� TYP. 20 Post O(fke eox 743i Avon.00 81620-7431 W16X31 (970)74&1470 2X6 WOOD STUD WALL HEADER SC DULE TYPtCAL HEADERED OPNG. THRU FLOOR �R � 1040 PLF 9 2K o fa)c(970)748-1471 OPENING WIDTH HEADER SIZE JAMB STUOS �OOF D�CK 4i 9 22 4a 24 N 22 �'��+„ UP TO 4'-0 3-2X8 1-2X6 OVER 4'-0" UP TO 6'-0" 3-2X10 2-2X6 ��� OVER 6'-0" UP TO 8'-0° 3-1 3/4" X 9 1/2" M.L. 2-2X6 OVER 8�-0" UP TQ 10�-0" 3-1 3/4" X 11 7/8" M.L 2-2X6 STUD PACK KEY ��� _ USE THESE HEADERS UNLESS NOTED OTHERWISE � INDICATES S7UD PACK EXTENOING UP FROIaI ROOR ON Na�wldrkE.n�eerkp - 2X W04D STUD WALL HE DER SCHEDULE ��� �T IS INDICATED OR EXiENDING UP AND OOWN FROh1 $ j� O �s6-s,e4 FLO�t ON YN-lICH IT IS INDICATED. SEE PLAN KEYNOTES. Meq�enical Eng�eer: - OPENING WIDTH NEA�ER SIZE JAMB S1UDS � INDICATES STUD PACK EXTENDING DOWN FROM Fl.oOR ON 18 UP TO 4'-0 2-2X10 1-2X4 WHICH IT IS INDICATED. SEE PLAN KEYNOTES. �2 �2 OVER 4'-4" UP TO 6'-0" Z-2X12 2-2X4 �5 8� �S �E"d�` 4VER 6'-Q" UP TO 8'-0" 2-1 3/4° X 9 1 J2" M.L 3-2X4 OVER 8�-0" UP TQ 10'-0" 2-1 3/4' X 11 7/8` M.L 3-2X4 JOIST LAYOUT NOj�, N �' USE THESE HEADERS UNLESS NOTED OTHERVIflSE COORDINATE JOIST LAYOUT W/ LIGHT N � • FlXTURE LOCATIONS AND RAFTER TAIL 6�-4~ M ASON R Y LI N TEL SCH ED U LE �R Q os. AD`AIST JOIST LOCATIONS EXTEND 10X12 � SEE 5 S-6 FOR O P E N I N G 1 M D T H S T E E I. L I N T E L B E A R I N G 1 0 X 1 2 1 2 BAL. OF DTL \`````\`��af• �1° ���,����',' UP TO 3'-0° L4X4X1 4 6° 24 9 �� � �, . '�F% OVER 3'-0" UP TO 6�-0° L4X4X3 8 6" ROOF JOIST CONNECII�IS NOTES ` ' � •o: � .4 . �. OVER 6'-0" UP TQ 10'-0" L7X4X3 8 LL 6" CONNECT JOISTS 0 EXTERIOR WALL BEARING 39 Wi6X26 (121'-10 3J8' EXIST. GYP. BD. _ : 2 83 : _ OVER 10`-0" tJP Td 18'-0" L8X4X3 4 {1V 8" ��: ;c�� � � LOCATIONS PER 5/S-6. �3K 4 1 0 p 13K �O�� �'1 � �;24i` . � F�• •�\ � } 2-2X6 PL /���''!rs�ONAL •��G`��`` /�i�ianntuut���� � ARE SHEATHED W/ 7/1fi 0� AND NAILED W/ 8d �D6" � NEW 2X6 � 16" EQGE. 12' FlELD. INSTAtl 2X6 BLOCKING BETYVEE�1 SiUDS co TOP OR BOTT(N41 WAl1PLAiE. NAIL ABUTf1NG S EATHING 4-0 1� � � , „ �„ � o • � » 7/16" OSB, 4'-4" HIGH a PANEL EDGES TO BLOq(ING VNTH 8d 1� 6", 80TH SfDES 20 � 7/16 OSB, 4-0 H{GH W�0 HORIZ. JOINT OF PANEL JOINT. � � iv W�0 HORIZ. JOINT 2O N NEW 2X6 PL 1'OP OF EXIST. i 6 WALL 18 SO 0 0 ¢ t I � � - uvisx2s � 29 4._�� EXISL DBL. , (118'-0") 0 2X6 WAl1 NAII 4'-0° H(GH SHEETS o 4 3 �� 2 26 � T�' P� OF OSB TO EA. SND � W18X65, ONE PiECE, 2 SPANS 30 6K 6K N W� 10d � 4° N EXtST. 2X6 32K '9 19 1 44 KLF s WALL FRAMING 22 32 EXIST. EXT. s S-G OO 2•_pn PLYWQOD EXISL GYP. BD. �o� 20 2Q SHEATHtNG EXIST. 2X6 WALL 5 t6K lU 1Q 2 18 `�� fRAMING 30 8 �_v 1 2'-Q° � TYP. DiL TO IXTEND WALL TOP PLATE � �♦ 1f �w 12 10 11 � 27 16 22 3�4" = 1'-0" $-4 W � � � ��o 2� �� � ��- 8 8 '$ � o � � � � � 20 t°J � 18 31 � � 16 12 12 �� 20 ■�_ � � 13 8� l0 �S 13 24 � ■� (J 22 22 S-� � � = GENERAL SHORING NOTE: � � � � SHORE EXtSTiNG FRAM�NG AS REQUtREQ PRtOR > ' 22 24 22 2$ M o 28 TO ANY DEMOUAON LEAVING SHORING IN PLACE � 23 N 22 21 22 N 3 � � UNTIL NEW STRUCTURE IS COMPLETE. '� � y x 42 42 � � � � 8 8 42 � � � " �� �� � � 25 42 25 17 16 � � � ROOF FRAMING PLAN � 1/4° = 1'-0" 11 22 O KEYNQTES O 1. 5/8" PLYVYOOD ROOf SHEATHING NAIl.EQ Wj 1Qd � 6" EDGE, 12� RELD. 31. 8M. TO Bt�. CONN. Wf SIMPSON LSSU410 FACE MOUNT BM. HANGER. �2 �2 0 g� �g I 2. TS4X4Xt/4 COL. UNDER BMi. BRG. DOYVN TO TOP OF FLOOR 8M. BELdW. CONN. BM. TO TOP OF COI. PER 18/S-6. 32 3-2X6 STUD PAqt UNDER BM. BRG. DOWN TO TOP OF HEADER BELOW. 8O ^ 3. TS4X4X1/4 C�. UNDER BM. BRG. DOWN TO TOP OF HEADER BELOW, CONN. BM. T� TOP OF COL. PER 1/S-6, 33 3-2X6 STUD PACK UNDER BM. BRG. DOWN TO FLOOR BM BELOW. CONN. COL, TO TOP OF HEADER PER 17/S-6. 8 20 33 � 34 0 24 33 33 34.CONN. M.L. HEADER TO SIDE OF STL COL. PER 2t/S-6. � � 4. TS4X4Xt/4 COL. UNDER BM. BRG. TO FDN, CONN. BM. TO TOP OF COL PER 1/S-6. 22 24 22 35.BEAR W18 DIRECAY ON TOP OF YV12 HEADER 8El.OW dc CONN. PER 28/S-6. 25 3K - 5. 'i'S4X4Xt/4 COL. UNDER BM. BRG. DOWN TO TOP OF fL00R BM. BELOW, CONN. BM. TO TOP OF COL PER 1/S-6. , 36.W12X22 SET DIRECTLY UNDER VY18 RIDGE BM., SEE 28/S-6. 5 36 5 42 21 42 6. 5-2X6 STUD PACK UNDER STL. BM. BRG. DOIMN TO TOP OF FLOOR Bt�. BELOW, CONN. BM. TO TOP OF STUD PACK Q j� � W/ 2-i/2'4 X 6" lAG BOLTS O 2 1/2" C/C 1HRU BM. SOT. FLANGE INTO TOP OF SNQ PACK. 37.SX8 KIN6 POST UNDER RID(� BM. DOWN TO TOP OF CROSS B�1. BElOW, CONN. RIDGE BM. TO � v TOP OF KIN6 POST Wf 3/4'� X 12� LAG BOLT COUNTERSUNK INT� TOP OF RIDGE 8M. W/ 21 �2 O 7. 12X12 WOOD COL UNDER S�t.. BM. BRG. DOWN TO TOP OF FLOOR BM. BELOW, CONN. 8M. TO TOP OF COL W/ 6' PENETRATION INTO TOP Of ICIN6 POST, CONN. KING POST TO TOP � CROSS BM. BELOW PER 10 2-3/4"� X 8" tA6 BOLTS THRU BI�. COT. FLANGE O 2 1/2" C/C INTO TOP OF COL. 29/S-6. 25 42 12 25 8. 2X12 O 16" O.C. MAX. 38.BEAR 8X10 CRQSS BM. ON T� OF tOX12 SHOULDER Bi�.. C�VN. CROSS BM. TO SHOULDER BM. W/ 3/4"0 X 12" LAG BOLF COUNTERSUNK INTO TOP OF CROSS Bi�. W/ 6" PENETRATION 1NTU o �8 0 9. 4-2X6 SND PACK UNDER STL BM. BRG. DOWN TO TOP �' FLOOR BM. BELOW. CONN. BM. TO TOP OF S7UD PAq( TOP OF SHOULDER B�i.. CONN. SHOUlDER BM. TO TOP OF 12X42 C�. BQOW W/ 3J4�� X 18r r � W/ 2-1/2'� X 4" LAG B�TS iHRU 8M. BOT. FLANGE � 2 1/2' GA. INTO TOP OF STt1D PA(�CC. LAG BOI.T COUNTERSUNK INTO TOP OF SHOULDER BM. W/ 9" FENEl12A710N 1NT0 TOP OF COL 4Q O 42 ¢2 O 42 `=' 10. 3-1 3/4' X 11 7/8" M.L. 39.4-2X6 SND PACK UNDER STL BM. BRG. TO FDN., CONN. Bt�. TO TOP OF STUD PACK W/ � 2-1 J2"� X 4' LAG 80L75 THRU BM. BOT. FLAIVGE � 2 1/2" GA. iIVTO TtN' OF' STUO PAqC. ^ 11. BM. TO BM. C�IN. W/ SIMPSON HHUS5.50/10 FACE MOUNT BM. HANGER. N N c.� � 40.3-1 3/4' X 14" M.L HEADER OVER OPNG. BELOW. � � ° � "���� 12.CONN. RIDGf BM. TO HEADER W/ SIMPSON NHUS5.50/10 FACE MOUNT BM. HANGER. MI'fRE VALI.EY BhIS. TO EA. � Town of Y311 Cort�mmnls " SIDE OF RIDGE BM. dc CONN. PER 26/S-6. 41. BIRD-MOUTH JOISTS �ITO BM. dc CONN. JOISTS TO BM. W/ 1/Y0 X 12" LAG BOLTS �2 �2 COUNTERSUNK INTO CL JOIST � CL BM. W/ 6" PENETRATION INTO BM. 13. BM. TO BM, CONN. PER 25/S-6. 8� �$ 42 BIRD-MOUTH JOISTS �ITO BM. dc INSTALL 2X10 BLKG. BTN�N. EA. JOIST, CONN. JOISTS TO BM. 14. INSTALL CONT. 2X6 PLA'fE ON TOP OF STL. BM. TOP fLANGE CONN. W/ POWDER DRIVEN NA{LS 0 16" �.C. STAGGERED. W/ SIhIPSON H3 CLIPS. 38 37 38 BlRD-MOU�1-! FLOOR JOISTS �1T0 PLATE dc CONN. W/ 51MPSON H3 CLtPS, INSTALL 2X10 BLKG. BTWN. EA. JOIST. 8X10 15.OVER-FRAME HATCNm AREA. 16. 2-1 3/4" X 11 i/4' M.L 17.BM. T4 BA�. CONN. W/ S�I�PSON HHUS440 FACE MOUNT BM. HAPIGER W/ SEAT CUL 18. 1 3/4' X 11 1/4" M.L JOISTS O 16" O.C. MAX. �� 19. BM. TO BM. CONN. W/ SIMPSON HHUS5.50/t0 fACE MOUNT BM. HAN6ER W/ SEAT CUT. ��$ 20.2X12 LADDER-FRA�dED J(31STS � 24" O.C. MAX., SEE 6/S-6. 21. 3-1 3/4' X 11 7/8" M.L NEADER OVER OPNG. BELOW. 22 3-2X6 STUD PACK UNDER BM. 6RG. TO FDN. 23.3-2X6 STUD PACK UNDER 10X12 BM. BRG. TO FDN. � ��� ������ ���� �� &4 gG4LE: i/4"=t'-0„ 24.3-2X6 STUD PACK UNDER R(DGE BM. DOWN TO TOP OF HEADER BELOW, CONN. SND PACK TO BMS. � T1�' & BOT. !N/ 2-SIMPSON MSTA12 STRAP T1ES. ROO� 25.12X12 4VOOD COL UNDER $M. BRG. DOWN TO TQP Of FLOOR BM. BELOW, (�NN. BM TO TOP OF COL W/ 3/4"0 X 18" �raming UlG 80LT � CL COL. dt BM. 26.CONN. NORTH-SOUTH RIDGE BM. 70 EAST-WEST RIDGE BM. PER 23JS-6. CONN. VALLEY BMS. TO EAST-WEST RIDGE P1an BM. PER 23/S-6 �M. 27.PAqC-OUT EA. SIDE OF BM. W/ W/ 2-2X10 CONT. CONN. w/ �/2"0 THRU BOLTS O 32" O.C. �1AX., C�VN. ROOF JOISTS TO RACK-OU1'S W/ SLOPED/SKEWEQ FACE MOl1NT JOlST HANGERS PER JOIST CONN. SCNEDUtf 1}IIS SHEET. 28.3-2X6 STUD FACK UNDER STL BM. BR6. TO FDN., CONN. BM. TO TOP OF STUD PACK PER Z7jS-6. 29.2-2X12 30.SLOPtNG 1 3/4° X 11 1/4' M.L BM., INSTALL 2X6 0 f6° CRIPPLE STUD WALL ON TOP OF BM. FOR SUPPORT OF LADDER- FRAMED JOiSTS ABOVE. P��� W� - � Sltse�t N0: ��� � GEN ER AL N OTES Z L(DWL.) M N.DISEE� NOTES 7/16' OSB NAILED W/ � g 32 DIAM. � 2 T�. 2X6 � 16" 8d � 6" EDGE, 12" FIELD, I . - 1. THE CONTRACTOR SHALL VERIFY RLL OIMENSIONS PRtOR TO STARIING CONSTRUCTiON. 1HE a� ALT. � -6 MIN. �� 4 rn'• VERT• BLOCK A!1 UNSUPPORTED � A R C H I T E C T S H A L L B E N O T 1 Fl E D O F A N Y D I S C R E P A N C I E S O R 1 N C O N S I S T E N C I E S. o c n B E f V D S Q V E R T. B A R S B A R S P A N E L E D G E S, T Y P. A L L 2X6 0 16 N.� N io 2X6 PL EXT. WALL� 7/t6" OSB ` 2. DIMENSIONS SHAlL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAVNNGS. M `- � - "� � �4 � 12" O.C. MAX. EA. 3. NOTES AND DETAILS ON DRAWINGS SHAl1 TAKE PRECEDENCE OVER GENERAL NOTES AND TYYf'ICAL P.T. 2X10 PL RIPPED WAY CHAIREQ TO SLAB 2X6 PL P.T. 2X6 PL - T � � TO WALL WIDTN MID-DEPTH NEW FLOOR JOIST, DETAILS. SEE PLAN 1 TYP. VERT. CORNER BARS (f) MAY BE SEE PLAN 4, ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE iATEST EDt110N OF TNE INT'L USED (N LIEU OF BENDING SEE PLAN� BUILDING CODE AND ANY OTHER REGULATiNG AGENCIES WNICH HAVE AUTHORITY OVER ANY PORTION WALL REINFORCING BUT LAP TOP FLANGE �. EXlST. RIM TAB OF TfiE WORK. INTERSECTION SPLICE CORNER EACH END 32 D1AM. (i-'} ROCK VENEER, _ SEE ARCH. pQ�p� Np�s III-T II- NEw �c� e�xc. 5. ALL CONSTRUC�ION AND MATERlALS SHALL COMPLY WIT}i THE DETAILED REQUIREMENTS AS N07ED SINGLE BARS SEE PLAN �-��� Associates IN THE PROJECT CONTRACT DOCllMENTS. NOTES: NEW CONL P.T. 1. THE 32 DiAM.(1'-6") MIN. CORNER BEND SHALL BE BASED �N 2�5 CONT. 2�5 CONT. EXIST. FLOOR fi. OPENINGS, POCKETS ETC. SHALL NOT BE PLACED IN SLABS, DECKS, BEAMS, JOISTS, COLUMNS ETC. INTERSECTION SPLICE CORNER ..�,;;« .�;,;{ �4 � 12" HORIZ. 2X4 PL 7heA►rJt�B�e UNLESS SPECIFlCALLY DETAILED ON THf STRUCTURAL DRAWINGS. NOTiFY 1NE STRUCTURAL tARGEST BAR SIZE IN CORNER SPUCE. .:;�;,;:�,,,��:��� � ,� M � JOIST �Y� �- . Post�(Rce Box 7431 ENGINEER WHEN QRAWINGS BY OTHERS SHOW OPENINGS, POCKETS ETC., NOT SHOWN ON THE 2• WHERE CORNER BARS (f) ARE USED, PROVIDE ONE FOR EA. DOUBLE 6ARS CONC. FDN. WALL #� � �2 VERT. �4 � 12 HORIZ. #4 � 12 VERT. EXIST. CRAWL SPACE A,wn�co 81s2o,7,t�� HORIZ. BAR REQUIRING CORNER BEND. SIZE AND 32 DIAM. 1�-I( �I -�- ,�-t np. � � W� � CL W�- EXIST. 2X4 PL GRADE (g7pj 748-1470 STRUCTIIRAL DRAWINGS BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. '_ ° -���-�� . `" '�T�I� " ° (2 0 MIN.) BENDS SHALL BE BASED ON LARGEST BAR SfZE ,�-- � r� ALTERNATE DWL #4 DWLS. � 12 , LAP #4 DINLS. � 12 , LAP tax:(�o>�as-�a�i 7. A.S.T.M. SPECIFlCATIONS NOTED ON 11-lE DRAWINGS SHALL BE OF TNE LAIEST REVISION. �� CORNER SPLICE. =i I 1=1 I 1= - _ - EXIST, FDN. WALL . „ 1'-8" W/ VERTS. . „ 1'-8' W` VERTS. emsal:tabt3veu.net 3. WHERE TYP. VERT. HORIZ. BARS ARE SHOWN IN ABOVE DTLS. L8X8X1/2 CONT. HENDS IN FTG., TYP. $ 4 $ 4 � I I�II�1I-�I I I �"'"'"'�`�•0�" PROVIDE BARS OF SAME SIZE AND DETAiL AS SHOWN ON Wj 3/4"0 EXP. � 2 5 CONT. � 2 CONT. I I-I I I� I I-'I i I- I �� DRWGS. BtlT NOT LESS THAN SIZE & SPACING SHOWN IN � - ��- � - ��_ CONCRETE BOLTS � 24" W = ,����-,��� ��� 1. ALL PHASES OF WORK PERTAlNING TO THE CONCRETE CONSIRUCTION SHALI CONFORM TO TNE MIPfIMUM REINFORCING SCHEDULE WHERE REINFORCiNG IS NOT 5° EMBED. ° NEW CRAWL N A SHOWN. CRAWL SPACE � CONT. CONC. CRAWL SPACE o �,,,,��i„�,; BUILDING CODE REQUIREMENTS FOR REIN�4RCEQ �ONCRETE (ACI 318 LATEST EDITION) WITH GRADE ��•, �• GRADE :- '' SPACE GRADE �*� - MODIFICAl10NS AS NOTED IN THE DRAWINGS OR SPECtFlCATIONS. SEE PLAN� SEE PLAN �g����,81� - 2. ALL STRUCTURAL CONCREiE, INCLUDING FOUNDATIONS, WALLS AND SLABS ON GRADE =�I I I I�I�I I- �I I=�I I-I � I� �u+��� ` SHALL HAVE A MINIMUM �8 DAY COMPRESSIVE STRENGTH OF 3�000 PSI. ,-I� �,�'� I 1'-4" �_��������� � '���������� 1'-4� Eledrical E,�pineer: 3. PORIIAND CEMENT SHAIl CONFORM TO A.s.Tr�. C-t50 TYPE I OR TYPE 11. 1 TYPICAL ROCK VENEER SUPPORT DETAIL 2 3 4 5 4. AGGREGATE FOR HARDROCK CONCRETE SHAi1 CONFORM TO ALl REQUIREMENTS AND TESTS OF WALL REINFORCING DETAILS S--5 3�4' = 1•-0„ S-5 3/4~ _ �'-o" S-5 3/a~ _ �'-o" S-5 3/4' _ �'-o' S-5 A.S.T.M. C-33 AND PROJECT SPECIFlCATIONS. EXCEPTIONS MAY BE USED ONLY WITti PERMI5Si0N 0� THE STRUCTURAL ENGINEER. �s � ��„ g� 5. CONCRETE MIXING OPERATION, ETG. SHALL CONFORM TO A.S.T.M. C-94. 2X6 P.T. PL �����`'���„� +������ ��r� �` • ••� � • '�: 2X6 � 16° 7/16" OSB NEW OSB FLOOR 2�5 CONT. � � . F� 6. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI STANDARD 614 AND PROJECT SPECIFlCA110NS. 2X6 � 16" 2X6 � 16° SHEATHING � �a; _ Q . _ . � 7. CLEAR COVERAGE OF CONCRETf OVER OUTER REINFORCING BARS SHALL BE AS FOLLOWS: NEW 2X6 � 16" NEW 2X6 PL 7j16" OSB 7f16" OSB , .'.' ' � (- 1_} (_ �� 2 $ 5 ��` � ;o• • ` A. �ONCRETE PLACED DIRECTLY 3" CIEAR TO REINFORCING EXIST. FLOOR 2X6 P.T. PL 2X6 P.T. PL 2+_�■ 2X6 P.T. PL � � �� _ N �M R T NEW OSB ROOR . . . .'I I I� �I i'I�I i I�� ��•�E`S;��� �G��'� A G A I N S T E A R T H E F L 0 0 J O I S , . , SHEATHING _ B. FORMED CONCRETE VNTH 2" C L E A R SEE PLAN SHEATHING , •• ,, � • * p ����i s�ONAI �a�`���` SEE PLAN �SEE PLAN SEE PLAN 24 VViDE X 24 HIGH ���/nrn,�n�u����t� - EARTH BACKFlLL � CONT. 2X10 LEDGER � � � ' EXtST. RIM - - _ _ _ _ - ' ` ' ` X 12" DEEP BLOCK-OUT W/ 3/4"� X 8" • ' �• FOR ELEC. SERVICE, GROUT •° ` >- '•,` • � `.�°.,::.�. �-•:- ..`�. `�,`• -; ` SOUD AF1ER CONDUiT ..a,., K •.,_� , .; , �- .. ti .�:.:r ..,,.'.>' � f` � : .r. w t r.� y.f. r . e'. . r . t N. • S b . • . .• 8. ALL REINFORCING BARS, ANCHOR BOLTS AND OiNER CONCRETE INSERTS SHALL BE WELL ������� .:,�'����� •;. ,. r, -�•�'•. • � I I.�-�I I I� I I� ,„,< ,.,v.:� ...; ;��•-t-pr• I I .�..�I I i I I� _.,�.� »... ... ,.z. .�;�-�. � I Ii�)I ��i I I� EXP. BOLTS � 32 � SECURED iN POSI�ION PRIOR TO PLACING CONCRETE. NEW BCI BLKG. ' ` � INSTALLATION, COORD. W/ L-�I i - I I I�I I =I I�I I-1 I I=I I 2 CONT. I I-I I I-I I�- I I-I I I ELEC. C N T. �i���_-►!��i�I H 2#5 CONT. �1=��I I I=�I I � ����i ��Ti��� 2#5 CONT. 9. LAP ALL REINF. AT SPLiCES 32 BAR DIAMETERS U.N.O. NEW CONL P.T. CONT. 2X10 LEDGER 2� � 4 � 12° VERT. EXIST. fL00R 2X4 PL W/ 3/4"� X 8' • » p �4 � 12" HORfZ � • » 4 � 12" HORiZ. 10. THE USf OF CALCIUM CNLORIDE OR O1NER ADMIXTURES CONTAINiNG CHLORINE IS NOT PERMIT7ED. JOIST �4 � 12 VERT. �4 � 12 HORIZ. �4 � 12 VERL � CL WALL, BEND �4 � 12 HORIZ. �4 � 12 VERT. # fXP. BOLTS � 32" � CL WALL � CL WALL ' " � CL WALL FROM WALL BEYOND EXIST. CRAWL SPACE 2-0 INTO SLAB �4 � 12" VERT. REINFORCING FOR CONCRETE EXIST. 2X4 PL GRADE • » � p » � GL WALL 1. ALL REINFORCING STEEL SHAtL BE DETAiLED AND PLACED IN CONFORMANCE WITH 1NE "BUILDING �4 � 12 HOR}Z. �4 DWLS. � t2 � LAP �4 DWLS. � 12 , LAP �4 DWLS. � 12 , LAP �4 DN1LS. � 12 � LAP CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACl 318 LATEST EDITIQN), AND THE "A�AIdUAL - - - - - EXIST. FON. WALL 4" 8" ��-8� w� �T'• 4" 8' 1''a� W� ��• 4" 8° ��-8� W� ��• 4° 8° ��-a» W� ���• � OF STANOARD PRACIICE FOR REINFORCED CONCRETE CONSTRUGTION" C.R.S.I. tATEST EDITION = � � p � p #4 DWLS. � 12", !AP � ) ( � - � 2�5 CONT. • 2#5 CONT. • 2�5 CONT. 4 2-d 1'-8" W/ VERTS. _ AS MOpIFIED BY THE CONTRACT DOCU�tENTS. I I- I -I I=�I I-I I I� �� �N;' ' �_��I I��I I���� o 0 0 0 2�5 CONT. FROM WALL BEYOND 4 � �2„ . 2. REINFORCING BARS SNALL CONFORM TO A.S.T.M. A-615 GRADE 80. NEW CRAWL ^ :- !-- '� z- L- # 3. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. SPACE GRADE SEE PLAN SEE PLAN SEE PLAN SEE PLAN o - I I„ �I-{1� , I�� ��-4" 1'-4° 1'-4" 1'-4" SEE PL4N�}. 4. REINFORCING SPUCES SHALL BE MADE ONLY WHERE INDICATED ON THE DRAWINGS. (I I�- I I- I -IT- Ti�� 'I_ I �5 CONT. ��f�� t��-If�1T �►�E���-���� � = 2'-$" 5. DOWELS BETWEEN FOOTiNGS AND WALLS SHALL BE THE SAME GRADE, SIZE AND SPACING OR -�r NUMBER AS TI-IE VERTiCAL RfiNFORCING AND SHALL BE 71ED TOGETHER VNTH WIRE. � '7 $ 9 �� �� �.OtID SAWN LUMBER 3/4" = 1'-0" $-5 3/4° = 1'-0" S-rj 3/4° = 1'-0" $-rj 3/4" = 1'-0" $-�j 3/4" = 1'-0" S- 'rj 3/4" = 1�-0" $- 1. ALL W000 FRAMiNG SHALL CONFORM TO THE °NAt10NAL DESIGN SPECIFICATION � � FOR WOOD CONSTRUCTiON", LATEST EDITION, RECOMMENDED BY �HE "NATIONAL ,> FOREST PRODUCTS ASSOCIATION". 3/4" OSB � ■� 2. ALL WOOD STRUCTURAL MEMBERS SHALL BE MARKED HEM-FlR N0. 2 OR SEE ARCH. FOR 3/4" OSB � �CH. FOR � � STONE 11ENEER � o BETTER 8Y A RECOGNIZED (1NCUB} GRADING AGENCY. STQNE VENEER 2-1 3/4 X 5 1/2 M.L Z � '� 2X6 � 16" RfPPED TO 5 1/4" TYP. � 3. All SIt1S AND PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE 2-1 3/4" X 5 1/2" M.L. EA. RISER � TREATED OOUGLAS FlR. BOLTS SNALL BE PLACED 8" FRQM THE END OF A BOARD ��16» �� NEW 2X6 � 16" RIPPED TO 5 1/4", TYP. '�" O OR fROM A NOLE OR NOTCH GREATER THAN 1/3 THE WIDTH OF A PLATE, AND 2X6 P.T. PL 1/2" P.T. PLYWOOD EA. RISER DBL 2X6 PL �, � U SPACED AT INTERVALS NOTED. NEW OSB FLOOR EXIST. FLOOR P.T. 2X6 PL A A♦ ■� # SHEATHING 2X6 � 16 �V 4. Al1 BOLT HEADS AND NUTS BEARfNG ON WOOD SHALL HAVE WASHERS. SEE PLAN SHEATHING EXIST. PLYWOOD W.P. MEMBRANE CONT. L3X3X1/4 W/ CONT. L3X3X1/4 W/ � SEE PLAN 3/4"� X 6" EXP. BOLTS P.T. 2X6 PL 3/4°� X 6" EXP. BOkTS � � � ' 5. DOUBLE AND TRIPLE BU1LT-UR SOLID SAVVN WOOD MEMBERS SNALL BE 5PIKE0 � 16" O.C. MAX. � 16° O.C. MAX. > VN � TOGETHER 1MTH TWO 16-D NAiLS SPACED AT 1fi STAGGEREO. � �� � ~ » ..�.�•� ti�r�., .,�.•c;�: .r; ��- EXIST. RIM .,,,; -.�.,,. -�,,_f , � i� _ "•`.."° ":' . ,-�'•"' ��r-i i i �Tt SEE PLAN FOR EXIST. FLOOR •,r�r:*��=M{�ti r"� 2#5 CONT. 2#5 CONT. ' 6. TYP. WALI ANCNOR BOLTS SHALL BE 1/2"� X 12" � 32° O.C. MAX., SIMPSON MA6 �_ �I-`I-"' �� NEW FLQOR $� B��• JOIST -f �_� f��_� �f _ _ _ _ _ _ I I -I!=1 I -I I � I 1� I- i�{1=L- i I- � W �� ANCNORS � 32" O.C. MAY BE USED AT CONiRACTOR'S OPTtON. �I �i i j����-� 2�5 CONT. JOtST 1=111=1 I I�I� 1=1 I I�--I I� „ ��-���r �►r� =1 I�I�I I�I 1=_TI �4 � �� v�a r. �-1 I�I 1=1 I I- I #�. � �2 v�R T. •> � _ 4 � 12° HORIZ. 4 � 1 " VERT. CONT. 2X6 P.T. PL W/ 2X6 � 16 EXtST. FLOOR ( I(-I I � I�_� � CL WALL ER I-�- "' �� �� � � CL WALL �'O �LU LANINATED W000 MEMBERS � # � STUD WALt JO1ST ' I ��-, (���I �I��T�F� � � CL WALL POWDER DRIVEN NAILS � � �6» DBL 2X4 PL EX�ST. FDN. EXIST. CRAWL SPACE -"'�-���� 1� --�=�=1 I 1. G�U-LAMINATED WOOD M€MB�RS SHALL BE EXTERIOR EXPOSURE jGRAUE, Fb=2400 PSi. EXlST. 2X4 RL GRADE �4 DWLS. � 12�� LAP �4 DWLS. g 12�� LAP � #4 DWLS. � 12°, LAP 2�5 CONT. P.T. 2X4 � 16" EXIST. CRAWL 1'-8" W� VERTS. � 1'-8" W/ VERTS. � 4" 8� ��'Sp W� ���• SEE PLAN SPACE EXIST. FDN. WALL STRUCiURAL STEEL = - - - #4 � 12" HORIZ � �4 � 12" HORlZ. � 1. STRUCTURAL STEEL SHALl. BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH TNE • 2�5 CONT. �' P.T. 2X4 PL - - - _�( - 1- I-T= A.I.S.C. SPECIFICAl10N FOR THE DESIGN, FABRICATI�+1 AND ERECTION OF STRUCIURAL STEf1 FOR �;��;:x�•�, �. ..�,.� I I I � _ I�=I( �I -I I(-I I I- I 4» 8a � 4» �• � BU4LDINGS LATEST EDITION. o ° `.'-r,.•� °`•;,. ''�`•`�:`� ( -)��_� _ =�,1��=1 f I��� � pp �,� r.,`.��e�, • t4' ' �1 1� -1�I-�1 1 �� L� ,p��'•. ��yas • ���-�F�� �,,,�. _iT- 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE A.S.T.M. DESIGNATION A-36, UNLESS NOTED SEE PLAN s,*;:-t_;;,•�;,,�i�'.wr�, ,r- ,��•, NEW EXCAVATED "":n .t'''�.r.�.:�;:�=:;Y •% =I I -I I� CRAWL SPACE _ � OTHERWlSE. ��_4. THICKENED � I=�I�I I= � � 2#5 CONT. � s_ 2�5 CONT. 3. STEEL T11BE COLUMNS 5HALL CONFORM TO ASTM A-500, GRADE B. �AB 'I I=I I I--�{ I-I I I SEE PLAN SEE PLAN ` 1'-4" 1=1 I I� i 1=1 I 1 t 1= , � , r ` 4. ALL BOLTS SHALL CONFORM TO ASTM A-307. �2 13 14 15 � -4 ,�S � -4 �7 ' 5. BOLT HOLES iN STEEt SHALL SE 1/f6" LARGER D(AMETER THAN NOMiNAL SIZE OF BOLT USED. 3/4" = 1'-0" $-t'y 3j4" = f'-0" S-rj 3/4" = 1'-0" $-rj 3/4" = 1'-0" $-rj 3/4" = t'-0" $-5 3/4" = 1'-0° S-5 6• ALL STRUCTURAL S1EEL SURFACES TNAT ARE ENCASED IN CONCRETE SHALL BE LEFT UNPAINTED. 7. ALL WELDS SHALL BE tN CONFORMIN WITH THE CODE FOR WELDING IN BUILDING CONSTRUCTION (AWS D.10 LATEST EDITION OF THE AMERICAN WELDING SOCIETY) AND ALL YVELDS SHALL 8E DONE BY THE ELECTRIC ARC PROCESS WITH E70 COATEQ ELECTRODES. 12X12 WOQD COL. SEE PLAN C 1 LfiX4X3/8 X 0'-4" 3/4"� THRU � 1_ ROOF_ OEAD LOAD = 'I 5 PSF, UVE LOAD = 10� PSF 4•12 OR LESS, 8� PSF GREATER TNAN d•12 LET-IN TQ SLOT IN BOLT BOT. OF COL. _ Re�viaiot� 't/30/m9 � Ltva Loed R�vtsed � . . _ , _ . P.T. 2X12 PL Q - 3. DECKS: DEAD LOAD = fi0 PSF, UVE LOAD = 100 PSF. � SEE PLAN 4. . . S . TS4X4X1/4 SEE ARCH. FOR SEE ARCH. FOR COL STONE MAS. ROCK VENEER 5• FOUNDATION DESiGN BASED ON SOILS REPORT PREPARED BY LKP ENGINEERING, INC., DATED �" 2/25/09� JOB N0. 09002, UStNG SPREAD FOOTINGS WITH AN ALLOWABLE SOIL BEARING BASE PL 1/2Xt2X1'-0" ��4 3/4"� X 8" EXP. BOLT 5 PRESSURE OF 3,000 PSF. W/ 4-3/4"� X 12° � CL ANGLE CL COL REFER TO THE PROJECT SOILS REPORT FOR AtL SOIL, EXCAVA�ION, FlLL AND MATERIAL A.B.'S � 9" C/C SEE PLAN SPEC(FlCATIONS AND RECOMMENDATIONS. THE SOILS REPORT SHALL BECOINE A PART OF EA. WAY� SET PL ON THE PROJECT CONTRACT DOCliMENTS IN ITS ENIIRETY. 3/4" GROUT _ - ����� I I I_� �'^�'' BASE PL 1/2X4 1/2 FOR COL 6. BUILDING CODE: 2003 1RC. ���{�� � �v _ � �-��� ,� ��� �, ���� X 1'MO" W/ 2-3/4°0 �� � ,-�T� �- � X 12 A.B.S � 9 C/C, _ ��r���,��,;� ��(�- � �,� � SET PL ON 3/4" GROUT a�4 EXIST. PLYWOOD NEW OSB FLOOR 7, F R O S T D E P T H - 4 8". I��t 1 I,���,� I„�� S N E A T H I N G 6�CD'8 16X6X3/8 TYP. 4 SIDES L6X6X3/8 TYP. 4 SIDES W/ 2-3/4"� X 4° EXP. W/ 2-3/4'� X 4' EXP. CONC. PIER REINF. W/ CONC. PIER REINF. W/ EwST. FLaOR BOLTS EA. ANGLE, ONE BOLTS fA. ANGLE, ONE � 4` FROM EA. PIER 4#5 VERT.� ONE EA. 4° FROM EA. PIER 4#5 VERT., ONE EA. "�'� �'�J�`��°""�•�` ,^~y'�• I�I�I�= JOIST CORNER, �3 71ES � 12" CORNER, �3 TIES � 1Y "•`""` �.` ..� �'". _`,��° . ��-���-� � --- CQRNER CORNER SEE PLAN FOR COL. I I-I -I l I- I 1=1 I 4�5 D1NLS., LAP 2'-2" 4#5 OWLS., LAP 2'-2" i i (����� . BASE PL 1/2X12 X1'-0" CONT. 2X10 GER W/ VERTS. W/ VERTS. ��4 W/ 2-3/4°� X 8" EXP. EXIST. FDN. � � BOLTS � 9° C/C EA. WAY W/ 3/4 0 X 8 A ��" a � SET BASE PL 4N J EXP. BQL S � 2 � � � � SEE 10/S-5 FOR 3/4° GROUT EXIST. CRA4VL D����I�S f p I II R M p L' SPACE 1 -4 1 -4 1 -4 N 8 1 -8 8 N BAL OF DTL N N I I�i I-!I 1=1 I 1=1 _ ��I�i I-1! 5#5 EA. WAY 4�5 EA. WAY ' 1 1 / 1 � I I�I - I I-I I � NEW EX�AVATED SEE PLAN� CRAWL SPACE 0 0 SEE PLAN SEE PLAN � ;- �- S� P� I►��i i ��i i FOR REINF. SEE PLAN -I I I�I - I l--I I I�I.l� 4�-0' SQ. � 3�-fl" SQ. i�-i�i �-�i�-��i 'I$ 'I 9 NOT USED ZO 2'I ZZ Z3 3/4" = 1'-0" $- 'rj 3J4' = 1'-0° S-�j 3/4' = 1'-0" S-rj 3/4" = 1'-0" S-�j 3/4" = i'-0" $-5 3/4" = 1'-b" $-5 Pno�ectNo: �� _ - Shee�t N« � � ` SIMPSON U210 JOIST HANGER � L6X4X3/8 X 0'-4" , . 2X12 LADDER–FRAMED SEE PLAN 6�� LET–IN TO SLOT IN � 3/S" FULL WIDTH WEB 1�" �.. 1�" 2X6 0 16" 2X6 C� 16" JOISTS, SEE PLAN FOR BM. BOT OF COL. 2X6 � 16" CONT. 2X12 LEDGER NAILED STIFF. EA SIDE 2X10 BLKG � 1�. „ � 1•� � TO RIM W/ 3 ROWS OF 16d - � 2X6 PL 2X6 PL 7 2X6 PL � 4�� SEE PLAN 2X10 BLKG. 1 4 FOR BM SEE PLAN SEE PLAN SEE PLAN 3/4"� X 8" �� FOR BM CONT. TIMBERSTRAND LAG BOLT DBL. 2X6 SIMPSON H3 EA JOIST CONT. TIMBERSTRAND F CESMOUNTO RIM p� 7/16" OSB SIMPSON H3 SEE PLAN RIM 3/4" COL. CAP PL X BM WIDTH , „ BIRD–MOUTH BRG EA JOIST FOR BM. J O I S T H A N G E R ��� W/ 2-3/4"� A325 BOLTS CAP PL 1/2X8X0–10 � 1/4 1/4 W/ 4-3/4"� X 8" LAG 2-2X6 PL 1/4 W/ 4P 3/4"�X X 8" LAG � �, �� BOLTS � 4" C/C DBL. 2X6 �� 2-2X6 PL BOLTS C� 4" C/C DBL. 2X6 Assoc�ates ��2 1 1/2 SEE PLAN PL 7/16 OSB 2X6 � 16" 2X6 � 16" 7/16" OSB 2X6 � 16 PL 7/16" OSB 7he Anchider�urel Belance � CAP PL 1/2X8X0'-10" FOR COL SEE PLAN 2X6 � 16" 7/16" OSB SEE PLAN 1/4 W/ 4-3/4'�� X 8" LAG 2X6 � 16 A�ro C.�O e�'to�-�31 FOR COL. BOLTS � 4 C/C FOR COL. SEE PLAN FOR COL. (970)748-1470 fe�c(970)748-1471 ernell:tebOveil.net 1 2 3 4 5 6 7 8 9 3 4" = 1'-0" s-6 3 4" = 1'-0" $-6 3/4" = 1'-0" $-6 3/4" = 1'-0" $-6 3/4" = 1'-0" $-6 3/4" = 1'-0" 3 4" = 1'-0" 3 4" = 1'-0" 3 4" = 1'-0" �.�.� / / S-6 / S-6 / S-6 / S-6 ����"°°� 3lnxturel Enpkber. Newidrfc Enpineedrq SIMPSON U210 FACE � �� � MOUNT JOIST HANGER �,���; W SEAT CUT SEE PLAN FOR COL SET BASE PL ON � 7�'� 7/16 OSB 2X6 � 16 � CONT. 2X12 LEDGER ° FOR COL. CONT. 2X12 LEDGER NAILED STONE & MORTAR 2X6 PL W/ 4-16d EA STUD 3/4 GROUT ' " 2X6 � 16" CONT. 2X12 LEDGER NAILED SEE PLAN EXIST WALL & TO RIM W/ 3 ROWS OF 16d SET COL. CLOSURE ��4 BASE PL 1/2X12 X1 –0 TO RIM W/ 3 ROWS OF 16d E����' SIMPSON IUT FACE FLOOR FRAMING � 4" CONT. 2X12 PL RIPPED W/ 4-3/4"� X 8" EXP. 12X12 WOOD COL, 2X6 PL A � ��2" SIMPSON ITT3511.88 2X6 � 16" STONE & MORTAR POUR BOLTS � 9" C/C EA. WAY SEE PLAN � 4 MOUNT JOIST HANGER TOP FLANGE JOIST W P MEMBRANE, TO BM. FLANGE WIDTH SET SEE PLAN 3/4" COL. CAP PL X BM. HANGER PER ARCH 3-2X6 PL W.P MEMBRANE, ` ' � 3" 3" WIDTH W/ 4-3/4"� A325 SIMPSON U410 , , , , , , , „ ��4 BOLTS NEW FLOOR FACE MOUNT PER ARCH. :.�� ,.,. u.,, �, SIMPSON U410 � EXIST. FLOOR �t�+'��:��`•: .:.c��;-:Y� � �� " JOIST HANGER SIMPSON U210 _ _ � � � � _ Q 2-1 2 �X 6 LAG BOLTS FACE MOUNT \\`\\\``\\�����i i�ip��� 4,/ JOIST JOIST I I=I I I=I I I I I=I II= a � 2/1/2 GA., STAGGERED JOIST HANGER �� �' FACE MOUNT _I I I—t I I . . . . . w ��o � '•;P c�`% JOIST HANGER SIMPSON U210 SEE PLAN �' ��'.a� �•�' FACE MOUNT SEE PLAN • = 1/2"� THRU JOIST HANGER SEE PLAN FOR REI F W10, SEE PLAN DBL. 2X6 ���6" OSB 1/4 FOR BM. _.�: 2 83 :�_ SHORE EXIST. BOLTS � 32" =�°� •W= SEE PLAN FOR SEE PLAN - � �L� �•�v� FLOOR JOIST �� 2X6 � 16" 3/8" FULL WIDTH WEB %�'�'• •'_� NEW BM. FOR BM. 1/2 � THRU SEE PLAN ��� .. .� \\` 4-2X10 BOLTS � 32" STIFF. EA. SIDE ''%,,SS�' �C�G��`` ' SEE PLAN FOR •••• ii,,,���NAL������`�� B� 2-2X10 - 10 11 12 13 14 15 16 17 Y 3�4�� _ �'-0" S_6 3�4�� _ �'-0" $-6 3/4" = 1'-0" S-6 3/4" = 1'-0" S-6 3/4" = 1'-0" $-6 3/4" = 1'-0" S_6 3�4,� _ �'-0" S-6 3/4° = 1'-0" $-6 5�" CL COL. SEE PLAN BASE PL 1/2X4 1/2 FOR COL. FRAMED BEAM CONNECTION SCHEDUL X 1'-0" W/ 2-3/4"� W BEAM NO OF SHEAR f� BOLT BOLT WELD SIZE 2" ' 9" C C DEPTH BOLTS HICKNESS DIA TYPE X 1 A.B. S � , �° �° � SET PL ON 3/4" GROUT 1/4 4n n SEE PLAN N�WERT. INCHES FOR BM.N 3 8" FULL WIDTH WEB FOR BM. 2X6 PL 2X6 PL + � 3-2X10 CONT. 5 & 6 1 3 8" 3 4" A325 1 4 2-2X10 CONT. ° STIFF. EA. SIDE SEE PLAN FOR COL 8 2 ' 3 8 1 4 • SEE PLAN BOLTS PER � 2"0 THRU 1/4" BENT "U" PL N 1/2°� THRU FACE MOUNT JOIST 10,12,14 3 3 8" 1 4 , SCHED. � FACE MOUNT JOIST FOR BM � SEE PLAN W� 2-3/4"� THRU i i iI I I�i iI I Ii i�I I Ii i i � BOLTS HANGER PER PLAN 16 4 1 2" 1 4 PER SCHED BOLTS HANGER PER PLAN � NOTES 1/4 FOR BM BOLTS ��4 � NOTES 18 5 1 2" 1 4 • , 21 6 1 2" 1 4 SEE 4/S-5 FOR 1/4° BENT "U" PL 24 & 27 7 5/8" 5/16 SHEAR PL PER 2-3/4"0 THRU BOLTS „ � BAL. OF DTL. � EA. SIDE W/ 3/4"� SEE PLAN 30 8 5/8" 5/16 SCHED. SEE PLAN � 4" C/C VERT. 3/4 COL. CAP PL X BM. �4 FOR JOIST �� FOR JOIST ��4 WIDTH W/ 4-3/4"� A325 � SEE PLAN TMRU BOLT 33 9 5/8 5/16 � 36 10 5/8" 5/16 � � 1/2" BACK PL 1/2" SEE PLAN SEE PLAN 2-2X8 CONT 1 B�2 S 11 g�� 1 , �� � FOR COL LARGER THAN "U" PL 3-2X8 CONT. N OTE. FOR BM. e� PLAN � � _ _ _ _ ON SIDES, TOP & BOT FOR BM ASTM A325 NIGH STRENGTH BOLTS MUST BE USED IN ALL � L SEE -I I I-I I I-I I I=I I I- CONNECTIONS. FOR COL I-►I I-I I I-I I I-I I � � � 18 19 20 21 22 23 24 25 � 3/4" = 1'-0" S-6 3/4" = 1'-0" S_6 3�4,� _ �'-0" S-6 3/4" = 1'–On S_6 3�4�� _ �'-0" $-6 NONE S_6 3�4�� _ �'-0° $-6 3/4° = 1'-0" S-6 � � O ■� �/� — � V♦ ■_ U � � � � .� � � . 54" 2X6 PL 2X6 � 16" 'F"� s CL COL. WAY�CHAIRED OASLAB � � ' SEE PLAN P.T 2X10 PL RIPPED MID–DEPTH � � W '- FOR COL TO WALL WIDTN �� � BASE PL 1/2X4 1/2 X 1'-0" W/ ?-3/4"� SEE PLAN � i X 8" EXP. BOLTS � 9" C/C, O � ��4 SET PL ON 3/4" GROUT TOP FLANGE � ' - Y � M �° JOIST HANGER '�„�f t�r�+•i•��:'=�x`x•;` SEE PLAN 3/8 FULL WIDTH WEB 2X6 � 16 PER PLAN NOTES ���`•_ _ �'ta`'�. - ..4 C-r..��:�' , t'r` STIFF. EA SIDE � CL BMS SEE ARCH FOR FOR BM SEE PLAN SEE PLAN �� EXIST. FLOOR STONE & MORTAR 3-2X6 PL I I 1=1 I 1=1 I 1=1 ��4 SEE PLAN 2-3/4"� X 18" LAG JOIST SET #4 � 12" HORIZ 2#5 CONT. ��4 FOR BM. BOLTS STAGGERED 3" SEE PLAN ' 2-3/4"� THRU BOLTS F.P BRG. P�L 1/2X5 1/2 SET � 30' —I II—II I—I II—II I—I I � T� �4 � �2�'LVERT II-III-III-III-I II CONC. FDN. WALL � 4" C/C VERT. X � '� =1 f 1=1 I I—I I 1=1 I I-1 I CONT. TIMBERSTRAND 2-1/2"� BOLTS � 9" 3/8" FULL WIDTH WEB 1/4 4 EXIST. FDN. RIM ALTERNATE DWL. #4 DWLS � 12", LAP DBL 2X6 PL STIFF. EA SIDE � CL BENDS IN FTG, TYP. 8" 4" ��-$n W� �RTS. ��C � CL 2X6 PL CRAWL SPACE 2 5 CONT. � BMS. SEE PLAN �� GRADE . ' FOR BM - - - - DBL. 2X6 F � SEE PLAN NOTE FOR SEE PLAN SEE PLAN FOR 1/4 III=I I I—I I I—I PL 7/16" OSB CRAWL SPACE ° CONT. 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No. ILLECzIBLE �� // /,:' / :'/ I DCrtE =8�413F�'1' //�� �� �� � j /%/' / � / �ROM W9'7NES8 CORNER 33 // B INCx \�� / ��` � ��/• / / // // �� � tEST � � � �%/' �� / . .� ii > `i y � �•, � � � :; ir � � ,i-• , �. �✓ ir � � , i/' , / i wareR �EAru� �� ,� �� ����� ��� / � ' EASEMENt � �� o � � / / , CRECEPTION NO. S�t��.1 ,ci. �i �j� / �/,/.•� /� ' '' �,^' � '' ,�i'!' ,� i� , , � C�e�era 1 i�lot�s � � � % / GENtER LINE 20' 1. Existin site tnformation is based u on a to o ra hic surve , Pro ect Number 1162 dated 1/24/0'I /� �/r�� _ I I � 4m9.�' �' ��/��• /� / SEWER EASEMENT 9 p p 9 p y J � ' • � �' � �''� i � � � IBOOK 653, PACsE 195) prepared and electrontcally provided by Peak Land Consulting,lnc., Yail, Colorado, l9"i0) 4'16-8616. %�''�� �< < � EXIStINCs CsAS � %'� � ••�� �� `� � � �i��:��'�i �� �� �/� 2. the Construction ltmit line ts the contract Iimtt ltne. Do not diaturb any existing trees or vegetation / •., � �� � � METER � •••.,�� �� �� � i � �•. deeignated to remain or located outside of the conatruction Iimit 11ne wtthout approval oP the Owner � \\� $.5�� \`\\ � /� � �/ � �/ u / �i and �4rchitect. IN1�ERt=83'i8.8 / � � � � //• , 15.6 / '•• � �� „ ���� �y � � �� �%�� 9 „ � 3. Contractor to verify existing site information, including structures, utilities, property Iines, Itmits of roadways, / „ ••..�� �� i i �/: i � and curbs and guttera, that may effect the scope of work prior to begtnning stte construction. � 8.5 '•., �� ��� � � /:' � / � e� '•••�� � i � �� f �. Existing utilittes are lndtcated for tnformation only and not tntended to show exact location. The � OUtLINE OF ''•��, �j��\ BORfNCx � /�'��� � / Architect is not responsible for the location of underground utilities or atructures � DRI1/EUJAY � IITILItY t'------- EXIStINCxWAtER � � tESt +M %��°� � � 0 I � I :'� �� �; i � whether or not shown or detailed and installed by any other contract. The Contractor shall locat� � � RICsNt-OF-W,41' JOINt EASEM�NT I 1 - �EATURE / �� CBOOlC �453, P,4CrtE �02 ,4ND � � � ; '� � i ��� �!�' �� / �� alt utilities and maintain the location during all phasea of the work Contractor shall be reapo�sible �'�' � REGEPTION No. 615525) �I � / 1 � / ��� �.:• �i �.'�` �� � for any damage to uttlittes or atructures and any tnJuries therefrom. Restoration of any utilittea �� 0 �i I � : / � �� RELoCA7E �/. ,��p , / damaged by the Gontractor ahall be at the Gontractora expense to the satiafactton of the Owner. � I � I � '/ � �� ELE . %� �� �ii " � � TREE LEC:END � / � � �� SERVIC ii !:' i � � � � � 5. Gontractor shall verif ali utilit service, meter, and y�edestal re uirements and locations and access to meters � °� V � ( � � �� / / � y y I� � w ' i i � I � � � ��' /� �. `C�� � �� � 0.4, 4'A61°F.N � 4' POUND REBAR � 1 � � I o „ ,�i ���\ � �:. � �`ry, , � � and equipment wtth respecttve uttltty companies. � � " A L U M I N U M G AP � � Qp � I � 2m" � ��p �i� �!/• i �Y �` � � / O �`�°e+ � �•�� 6. (f re c�u lre d, a qua l i f ie d F tre Pro tec t ion Consu l tan t s h ou l d s ize t he wa ter serv ice C i F t he bu i l d in g Cs) h as a f tre s pr in k ler sys tem). � � � .1..5. No. 2�598 � � � � � � � � ;o „ �� �� ��� I =s413 � ��� ��/ i� .�m��j/ � 6� I f t h e b u t l d i n g C s) d o e s n o t h a v e a f i r e s p r t n k l e r s y s t e m, t h e w a t e r s e r v i c e s h o u l d b e s i z e d b y th e M e c h a n T c a l E n gin e e r � � � , � I :( � ��\ _ 2,.�,� „ �i �;: i Q� , / �/ 8� ,.,,,�,,, 8 ,.��, based upon exfating pressure, length oF pipe and demand. The fire line ehould meter and PRV. � _. � O � l �XI�1'INCxUlAtER > � , , � � 4 ir . f--_� / i � O � �\ � � `i � �EA'I�IRE/PUMP � � < ��, � , ��\ I! �� ��:�� / � �. Conform to loca) wdter and sa�it8t1on district specificetiona for water and sewer construction. � � W WV / . Maintatn 10 feet minimum separation between water and sewer underground aervice ptpes. Matntain seven fe�t � \�� O. I �� ��� ��� , ����� � ' \�� �i� �� •' 4 „ �� °m" � � 'm" �e�� minimum cover at underground wat�r service. Increase depth to 10' under driveways. Sewer service shall have � � �S �,� h ; � NEW ��.�4�c.x'Stot�' �\ , , ' � �� � � �� � mtntmum cover of 5'-6". Provide sewer cleanout with locatton to be reviewed by the Architect. �� i ��� i i �o��v wa�K .�,, � � `�, �s i; � i �, i � � • � � ' •iASPNALt � ry / o ��� �•e�a 8. Cxeneral Contractor to provtde drawing showtng proposed utility servtce connectior�s for the Architects �� � � , ! • � e . °, `�' ' ' �:% PAtCH WI71;� n° %� `� � ov � � review rior to construction. �\ / � � � / 16• � � o / /.% INFRARED/ �� � p � i i d.i � �� �� � �_ _ i �i � I � � ➢,o i �:i SEAL g j� �� 9. Road cuts and any other cor�struction in road right-of-way shall conform with State ar�d local � � -� � � ov / /.% JOINT T�O� ��` / µ•�, �•c�� devel o ment re uirementa. �� EXISTINCs--� ' �. / //.� EXfS7��l �,°` � �OT S ��<• p q � INYERT�83��' �q,�� � �� ��,�'� � � �� 10. All compaction, grad�ng and �rrigation adJacent to the buildtng shall be in accordance with the Soils Report prepared by \` 1 � 2 ��� � / BICsHOi�l SUBDIVISION LKP Engin�ering, inc., Job No. �9006, April 22, 2m09. � v ��`� ��\ � � � i �jFf ��� ��� o �,� �,��� il. Provide wrftten notificatton of a ll diacrepanctes between existt�g and proposed site improvements. . ��.� \ � � � � � j;� / / �° '�" 12. Contractorls) shall take all necessary steps as rec�uired to properly protect and maintain hts work ' � ° ��� C\� �, � ' � i� i� % � for the duration of this Contract. - � . �� I , GON tRt,IGtION � / � � � � 1 : � PARKINCx ,� / / x ��.� . O\ � �i �!� S �� � 13. Gontractor shatl obtatn constructton de-watering permtta, if requtred. ' �� `. / `'`� � � � �� • � i ' o � %� / o b•� e•e�� 1�F, these drawings do not speciPy safety materials, equtpment, methods, or sequencing, to protect persons \ I 14 ••�l v . / �8u �a � .� �. � � °oo % � and property. It ahall be the cor�tractor a sole responsibiltty to direct ar�d implement safety ����� 1 :.� , � � operattons and procedures to protect the owner, other contractors, the public, and othera. � '�� � � / 15. Reference to north refers to true north. � `. \� GONGRE7E ' ����� �� :�'�� � / �� SIDEWALK ��� ;•� • � Leaend and ,4bbr�viatione 16. ,411 work shall comply wtth all applicable codea and ordinances. � . . .;� / / :' � s4•eve� �� " . ���� .,/ � � :' „ ec bottom of curb elev ---G-- exfst gas i�ne ,4. 1�. Gontractor(s) shall employ a ttcensed surveyor to eatabltah all work Itnes. \\ �� ` �� 12 � BW bottom of w di elev -- -- \ �� � ;� � : � -s� e x f s t s t o r m s e w e r ��n� 1 8. G o n t r a c t o r C s) s h a l l a t a k e o u t a l I a r e a s, i n c l�d t n g b u t �o t I t m i t e d t o b u t l d i n g s, d r t v e w a y s, w a l k s, p a v e m e n t s, - t .` . :/ f GJ eontrol Joint (saw cut) `. � STACsII�ICs AND r r � Wd IIB� poolo snd fonaca from G,4I�D filas protirTdcd by ,4rchtt�ct rand eha I1 obta tr► th� appro�ra l oF th� _ � � ;/ � � �• / CMU concrete masonry untt ---S,4t�-- exfst sanitary sewer Ilne f�6V1810I18: - � STORM (NLEt ' ���� ` ;•� MATERIAL StORACsE � � : coNr oont�nuous Arch�tect prior to proceeding with the work _ ��rE E�Ev. =838�.0� �� � ��� / / j CP spa/pool coptng elev ---E--- exist electr(c line ` �� • `• � :'/ i i : �- / �i dratn rni�c 19. Take all dimensions from face of curb, wall or buildin g or identifted centerline unleae otherwtae noted. � � �` \ ,�/ � DIA diameter ---UJ--- extst waterline �� ' • ��`. H D R A N T '.� �� �• �/ �� drawtngs 20. All dimenstons called out as 'ec�ual' are equidistant measurements to designated centerlineCs). � � � :/ / � � EJ expansion Jotnt ----7---- exist phone/tv � e� � :,� � :'/ � � � ELEV elevatton �. � 21. tak�e all dtmensions perpendicular to any reference line, work line, face of buildtng, face of wall or �� `�` ,'� / / � / EC� �qual MH extst sanitary manhote G�°#1t�°I„�i11e. \\ � •� � `�`` • \\ / / /� FFE ftntsh floor elev � i� � • t`�;.� i i • �� / � ftnfsh grade elev � Bx�st fire hydrent 22, Computed dtmenstons shall take preceder�ce over scaled dimenstor�s ldrawtnga are N07 to be scaled), � �\ ' � `•`� ` �� /� /� � �L Flow Ilne of swate � � � v � 1 .� �.� � � FS ftn(sh surface e�ev lpvmt) and farge sca le over sma I1 sca le drawings. �� '� ` � � � • � HP h� h oini elev alt n aurfaces `� ' • ��•. `� � � � / ut re p � g 23. �411 angles to be 90 degreea and all lines of pavtng and fencing to be parailel unless noted otherwise. � • �� '••�� � � % / g � '� • ��Q .� •.,�� / / / � � LP low point elev +/- plus or minus dtmension 2�., Maintain horizontal altgnme�t of ad,jacent elemerits as noted on drawings. �8SU6�a�AS' �\�/ � ' ' �` ` � � ��� / � / MAX maximum 8 TAIL ' � . � .� �i �i j � MIN minimum 5 d�ta�� �a��out 25. R�ference to scale is for full sized drawings only, not reduced plans. Do not scale from plar�s or details. � � d`� / oG on c�t�r ?J27/09 DESIGN REVIEW . ,� . � ` •• ` � � � / PA planting area 8��6� d�mensron ��\ _ ��`.� �� � / �� Pvr�T pavement �� SURvE`�' NOtE• 26. NoteB and detatla on apecific drawrnga tak�e precedence over general notes and typtcal details. 5/3J09 BID DOCUMENTS � � ��` � j � wR,a� radius noidtton � angi�nocati�on ,a,��, gu��- t TOPOGRAPHIGAL I1�ORMAtIOIV 2�, Confltcts or discrepancies with grades sha Il be brought to the attentton of the �4rchitect immedlately 6/23/09 CD's � / RIM tnlet/manhole rtm elev ELEGTRONICALLI' PROYIDED BY "Peak Land Coneulttng, Ine", \� � �� � C LE 7Y Tc !op of curb elev W prop gas i�r,e PROJEGt NO. 1162,DA7ED 01Rd/m'i IREvISED Ifd/18/fd'Ia and prtor to proeeeding with work `�' �� 1 " / Fj�EStAL Ts top oP step elev 28. All ftnished rades sha(1 rovide for natural runoff of water without low a ots or ock�ets. Set flow C�./ � ) � / t W t o p o P w a l l e l e v S 5 p r o p s t o r m s e w e r I t n e 9 p p p ���� � � z�rP typtcal lines accurately and provide a minimum 2Sio and a maxtmum 33°ro gradient ut�lesa otherwise noted or tllustrated. \ \ / LUWF weided wir� fabrfc w-..- prop sanitery eewer Ifne5 h A 8 t��A: �� � / ws apa/pool wat�r surface tembora ru �ros ion Contro 1 29. C�radua Ily round off tops and toes oF a Il planted slopes to produce a smooth architectura I transition 222��/°°° ��` prop electrtc line between relattv�l level areas and slo es unless shown otherwise in radin deta118. , e p� \� \� � T�� � directlon of elope � � Straw bal� slltation berms shall be utftized during the y p ' g g ���tl��t��1 1 - ro waterlrne construction and landscap(ng periods. Berms shali be � � -�-� • p p 3m. C�rade8 ehown are fir�ish grades. Subgrades needed to attain fill or topsoi} placement are not reflected. � directton of ewale located according to a Contractor prepared temporary �� �� 0� `� � � ,. _ prop phone/ceble tv �rosion Gontroi Pfan and s�,aii be installed prior Nold fintshed grades for planting and lawn areae 3 below top of adJacent pavement, and/or curbs, � to �xoavatro�, unless otherwtse noted on the drawings. The finished subgrade should be reviewed by the ,4rchitect � ---8680---@XI9t contour �� Q prop boulder wall UJater dissipatera shall be installed at intervdls in prior to, as well as upon completion oP, landscape tnstallation to verif� that swales and drainage features ���� � �r���� �� prop contour `��������� drainage swales not to exceed 25' accordfng to are eonstructed per plan. �� FS 6'125 the temp Erosion Gontroi Pian � -�--� proposed spot elev 31. r411 concrete slabs or footir�gs shall be doweled tnto abuttir�g walls, foundattons and footir�gs using D lFS 6'125J The Contractor shall be res onsib�e for reventfn bars of the same size uniess noted otherwise. -� + Extst trees to rematn f' p 9 BUILDINCx -I-extst apot e�ev the release of sedfinent laden water from the NORtN construction site, ar,d shall be required to inStati 32. Provide expansion Joint every 30 ft. max. and where new concrete sbuts exiating concrete paving and -.-- property itne additional control facilities at the direction --- of the Owner or inspector, should problems occur. Wd II8 W'II6S8 otherwtae noted. ------- const,ruction I(mti lfne ;� + 1, trees to be removed '� � fi�rot�ct inel Na tura I �ea tures 33. Provide control Jotnts as shown on drawings between expansion ,joints. P���. ----�--- centerltne ___, t tt The area of disruption wil{ be completely fenced to 3�. Sleeves ar�d condu(ts ahall be installed 18 ir�. below finished grade and shall extend 12 in. beyor�d I CO�� 1 ��C 1 1 O� ������ ���� - - - - - - butldtng envelope protect surrounding undisturbed vegetation Th� areas back of eurbs, walla and pavtr�g. �658 ' A1.3 SCALE:1"=10'-0" ------------ �age"'�"t wtil be revegetat�edato�a ch the natu aaveg tra�onn� 35. Retaining walls Cboulder, concrete, etc.) over �'-0" tn hetght to be designed by a Professional Engineer. -� � Sheet No: . L M � y f rl l � " / � , � � � ' � \ ; � , � � � � ` I � � � ! � i„� � �� APPROXIMATE LOCATION OF ` \ ' ? 100-YEAR FLOODPLAIN I ; t (SEE NOTE 3) � � ' i g , � i a �6 ''� � � , ` $� � f ` `�. � , \ � [ FOUND 15' WITNESS CORNER ` � \ SEWER MANHOLE \�� � REBAR & LS. Nou 27598 ` �\ RIM ELEV. = 8379.2' �` LOT 1 � ��-� � �� ^ �� BIGHORN 5th ADDITION � . - -= L�O �\ � �� -- , - =-� \\\` \ �� '\ GRAPHIC SCALE `" - � - - � � � � � vi+;=��; - } �-~\ .` i FOUND REBAR & _ . ' r �, ` Jy��--. ,\ �j(� 10 0 5 10 20 -- - _� ' ALUMINUM CAP ,-�_- \� LS. No. 23506 = -_ � = - � °- � �` . _ - - - - =�'' ,_ �;-.-�_� \ _ __ --_ -_ __-���'_�T-�-- -i�_, , \ ' ( IN FEET ) � `�:- :' "° -_� _•_ j j �_ -_: __ _'�>y._.-__ -��� \ ss . \� ; �..` ���,;;-�- - - '�. - _- -- = 0 - ;f -,` - ; _ _ 8�9 '�� - - -.- � r 1 inch = 10 ft. � � � a ��--.�, '_=�4�.`�= =- _ ��. �;��,..-_� \.��' �, � \�\'/ - , -- ,,� ,�__ �_,�-� ' '_-_,=__�= _,7fj __ - ` Q _ �\U//� fi -___ _=i f-� ,I. " _ '�-�' _ -_Zi.-c�=.�'_ __ OJJ `„ _ L?`� _ _' _ -��r\ \ �� ' �ll�`'� - _ - - -� : :��- � � � � _ _���,� _ ��'���j• ��} �- _ �� f _ 83 F $ 50' STREAM SETBACK � � _ _ _ _ 'F�^:��:`��_ "~_- ''t. Y�="_ �� �8 � � � � ,� -i-- _ ,(-t-- =��;;;;; - - - __,.. � PER TOWN OF VAIL '�l ` Q _'-� �_�'�'� -����* -��:.:�c� �,,��-- � �,_,_ �p t�j \ ZONING 12-14-17 � - -�� _ -__ - _ - ?���Ti�{-+"� � � � - - ' -_ - " _- _ _;� '-����(F�i`'� \ �T�` � �s r°rt-1:t-,� �___ ° _,__. _ � o �.�i_���=��_LL , � � '` ° --.tt� -__ _ _--_ _ _t�:��,=��r'"� _��'-_�=_,- �. 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