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Home My WebLink AboutB13-0049 plans approved T � T 1 � i�-+ J '� W � � � � > .� W � 0 A ^, 1_ � O W �1d T W — > � W ? •� O z o � U Z � � - Y � �.�n > e z � J � � O O J � V Z � � X W � � J c+7 � � � o � nnn cD � luul � z �� Q 111111 � o '-_' � �� V � J Csi 0 � � Q � � � � � cS� W 0 � 0 W F-- z L � � 3 O � � � .._ v N .i 0 J � � .� -� 0 � � � � �, v � L � � � � � V Q � V �i p � v � L � � � � � � � � �o � � o � -L � � � � � � � � o � rn � � � 3 '� O O +� 3 C� �c; „� s 3 ° �� o y _ � .L .� � v � X � � +' �� w � � .� � ; �� i;' Sl �l N� ��J ta �'-`.r�'�-' N ...�i�� " / �. \'�.� � ;`,�� . .-� �� . � � T � � � O / � � /°pP5 i�E3LrCi Building Code Notes: All work will be completed in accordance With the 2012 building, plumbing, mechanical and fire code. All common walls will be constructed with 5/8" drywall . Modifications to sprinkler system are to be designed and Built by Allstate Fire Protection and approved by TOV Fire Department Yellow boxes depictsupport posts � � One in kitchen will be removedand replaced with larger beam. See structural engineering Report attached. Other posts to remain in walls. ��. _��"�� °�,� �� '" � � � � �� `��"o,� Q�� 1`�. ��`�� ,L• •< �� ,�� °��.� �` f9 �.�� r�;{�kr �� ,� t - '� �� ,�-� . � � ��`�r€b��, __ , _ � WILLSON ELECTRICAL CONSULTIN�, INC. Vern Willson, Y.E. Load Calculations Unit 181 —Vail Manor Michael&Deborah Kennemer 595 Vail Va11ey Dr Vail, CO General Load 667SF@3VA Two 20 amp appl ckts Laundry circuit Range � Dishwasher Microwave Washer/dryer Total Demand Factor First 10 kva at 100% Remainder at 40% Total of general load 2000 VA 3000 VA 1500 VA 9400 VA 1400 VA 0950 VA 3520 VA 21770 VA 10,000 VA 4,708 VA 14,708 VA March 04,2013 Service Load= 14,708 VA/208 V=70.7 A Existing 100 A Service -#2 Al=75 � (303) 883-2208 ►�` nww ,, N , �� - � � : c� � " . . : '�3�.�a : ��,� ,� _�`��°'�: � � _ ,��, .�:�•••'�� ` �„ S�I�L�� it0/�� '`��c�� ,��i°�°�i��,� �o, �y.�t�. �.�� 1 ��v\ �/ , t��.�f a� 0�� l �-�� ,� �.� � � � 3083 WHITE OAK STREET,HIGHLANDS RANCH,CO 80129-4644 , . , . iWn �� J ` � �� c�/ q� ,�� All work will be completed in accordance with the 2011 National Electrical Code and the International Energy Conservation Code � � 1 ` Q\ E� � . � �� v �� '� � � � � � � �..o � �'�o. �,�.c�ne Q.Q. ��-- -�-a r�rna.cn or 5�-m-�- �w a--�-�, ;�� .;�� :.,,� . A,�i�' �^�� Monroe & Newell Engineers,Inc. P.O.Box 1597 70 Benchmark Road,Suitc 204 Avon,Colorudo 81620 (970)949-7768 FAX(970)949-4054 EMAIL avon@monroe-newelLcom � � � � I I/�" _ �'-O�� I Y � MANOR VAIL UNIT 181 VAIL, COLORADO NO.#6500.181 1/4" STEEL END PLATE Il� �� II -- �' L6X4X3/4 X 4" WITH I/�" � X 4" LAG-BOLT ��-I/�" Q� X 4�� L AG-BOL TS ADD�X4 POST MEMBERS IN WALL EAGH END TO G�REATE (6)�X5 POST '�`� / �J . ��► � �A� S�� e ti �� ` � i � � � � , � � � � � � ; , � � , . � ' ` � . �, ,� �--- -- � � � � � � �,�.. _ �._o.. ,�, �.- w � �� o� � EXISTING FLOOR SHEATHING AND GONG�RETE TOPPING � � ��'�� . .��\�` ,� �� ',�.�L, �� . �' � ,� EXISTING 14" T.1L FLOOR JOIST REMO�/E EXISTING GL BEAM THIS LOGATION NEW WIOX49 STEEL BEAM WITH �XIO TOP PLATE WITH I/2" � BOLTS AT �'-O" TITLE: SECTION SXI DATE:3-25-2013 SCALE:AS SHOWN DRAWN BY:AVN SL.. GENERAL NOTES 1. LIVE LOADS USED IN DESIGN: A. ROOF B. ATTIC C. TYPICAL FLOOR - RESIDENTIAL 100 PSF 10 PSF 40 PSF D• PUBLIC SPACES 100 PSF E. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. F• CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2012 EDITION. 3. TESTING, INSPECTIONS AND OBSERVATIONS: A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. 1. STEEL CONSTRUCTION a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION EXCEPT THE FOLLOWING: 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH SECTION 1704.3. b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE MADEFOFDWORKOINTPROGRESSARANDFAWVISUALEINS�PECTIONPOFTqONSWERDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. 1. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. �. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFIED MILL TEST REPORTS. d. PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS FOR CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE. e. PERIODIC INSPECTION OF BEARING TYPE CONNECTORS WITH HIGH STRENGTH BOLTS. 1• WHILE THE WORK IS IN PR06RES5, THE SPECIAL INSPECTOR SHALL DETERMINE THAT THE REQUIREMENTS FOR BOLTS, NUTS, WASHERS AND PAINT, BOLTED PARTS AND INSTALLATION AND TIGHTENING IN SUCH STANDARDS ARE MET. FOR BOLTS FOR JOINTS REQUIRED TO BE TIGHTENED ONLY TO THE SNUG-TIGHT CONDITION, THE SPECIAL INSPECTOR NEED ONLY VERIFY THAT THE CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER AND PROPERLY SNUGGED. 4. STRUCTURAL STEEL A• ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED OTHERWISE. C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." Monroe & Newell Engineers,Inc. 70 Benchm:u�k Ro d,Suite 204 Avon,Colorado 81620 FAX(970j 949-4054 EMAIL avon@monroe-newelLcom MANOR VAIL UNIT 181 VAIL, COLORADO NO.#6500.l81 D• ALL WELDERS SHALL HAVE EVIDENCE OF PASSIN6 THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS A$ OUTLINED IN AWS-D1.1. E. MINIMUM WELDS TO BE PER AISC TqgLE J2.4 BUT NOT LESS THAN 3/16" CONTINUOUS FILLET UNLESS NOTED OTHERWISE. F. PROVIDE TEMPORARY BRACIN6 AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS AND DECKS ARE IN PLACE. 5• WOOD A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING CODE AS FOLLOWS: 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 2" TO 4" THICK - 6" AND WIDER 700 PSI 5" THICK - 5" AND WIDER N0. 2 Fb = 900 PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FORONONREPETITVESUSESIPRIOR TO ALLOWABLE STRESS INCREASES. B. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE TABLE 2304-9.1 UNLESS NOTED OTHERWISE. C. LAMINATED BEAMS 1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT LESS THAN 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN ARE NET. 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE STRUCTURALTGNUERDqMINATEDCTIMBER,FL�qTEST EDITIONAAS PUBLISHEDOBY AITC. 3• PROVIDE UNITS CONFORMING TO AITC 117, 24FV8, D.F. FOR CONTINUOUS MEMBERS SHALLABEIDESIGNEDNWITHFZERODCAMBERRWITHPTOPSSURF�ACEMCMEARLY STAMPED ON EACH MEMBER. D. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD. 1• PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APpLICATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION. 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE. 3. FOR FLOORING USE 3/4" T&G STURD-I-FLOOR SHEATHING GLUED AND NAILED WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. 4. FLOORS SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAG6ERED. S. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS. E. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS CAPACITIES: FB = 2g00 PSI, E = 2,000,000 PSI, FC = 750 PSI, FV = 285 PSI. BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR 5 1/4" WIDE MEMBERS. 6. NON-STRUCTURAL ELEMENTS A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS. B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEI ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED UNRESTRAINED UNLESS NOTED OTHERWISE. 7. GENERAL A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. B• ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD CONDITIONS AND ARCHITECTURAL DRAWIN6S. C. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. }:v ,�� 9°'� � ,�',��1 s`3��` 25 �av, � '�'r` 1v ��e� `9��J TITLE: GENERAL NOTES DATE:3-25-2013 SCALE:AS SHOWN DRAWN BY:AVN S3 IT � � � � � � «� I I �� X I I � �� 1�1�� f ��l �� : SIZ� CINGN�S) NOTE: FOR STANDARD MODULE SIZE RECxISTERS, SIZE CsIvEN IS NEGK SIZE. REFER TO AIR DEvIGE SGHEDULE SNEET FOR MODUL� SIZE. " = AIR QUANTITI' CGFM) � GA = COMB. AIR OSA = OUTSIDE AIR 12/6 D-250 �T = RETURN EXH = EXHAUST MUA = MAKE-UP AIR Tl'PE OF AIR DEvIGE. RE: SCHEDULE SHEET ��.. �� r��rv��Rir�� • �c�� s�rsr��s� ��9� �41��UJ,4�' �, SUfTE � - 1 , � P.O. BOX 8�1� ,4YON, CO. 81�2� !��Q» 8�5 -�91� / F,4X: �9�� 8�-�-�522 SNEET M I.0 MI.I M2.m DESGRIPTION MEGNANIGAL GOVER SHEET MEGI-IANIGAL SPEGI�ICATIONS MEGI-IANIGAL FLOOR PLAN .. c• � ♦ ♦ DESGRIPTION BAGKDRAFT DAMPER CB.D.D.) GEILIN�s RADIATION DAMPER POINT OF NEIU GONNEGTION �� f �� I �� S1'M. DESGRIPTION GAPACITY ELEGTRIG MANU�. � MODEL REMARKS EXNAUST FAN 62 CFM � 0.25�� s.P. PANASONfG 0.4 sor��s, B.o.o., EF-� 12��' �5 � FV-�SYQ5 GEILINCx RADIATION DAMPER NOTE: PROVIDE ON/OFF WALL SWItGN �OR FAN GONTROL. � II� ��I�� SYM. USE LOGA710N FINISI-{ AGC. MANUF. t MODEL REMARKS A EXN,4UST EXTERIOR GOORD. __ TITUS � DECsREE DEFLEGTION UJ/ ARCN. 35�ZRL KEl�TNEMER RESIDENCE MANOR VAIL, UNIT F 181 VAII., COLORADO ��J �. ` `�� y �� .o��°��' � �.�� . ,� ��. � ��' DATE: 3/21/13 PROJECT #: 13�2�.m� DR�4UJN B1': JAN C+�EGKEp B�': JpR SC�4LE: N/A 4NY^GNANCsES AND/OR DEvIATIONS FROM THESE PLANS WITHOUT WRITTEN APPROVAL BY THE ENCsINEER RELEASE THE ENCsINEER FROM ANY FUTURE LIABILITY OR RESPONSIBILITY TO THIS BUILDINCs. iADER ENCsINEERINCs, ING.EXPRESSLY RESERVE THE GOMMON LAUJ COPYRIGHT ANp OTHER PROPERTY RICsNTS TO THESE PLANS. TFIIS DR.4lUING MAY NOT 6E REPRODUGED OR PROPUGTIONS THEREaF USED IUITHOUT WRITTEN PERI'11SSION FROM THE ENCsINEER � GOPYRICsHT 2m13 RADER ENCsINEERINCs, ING. M • Mpr•h�ni��l Cr�pr�ifi��tinnc �.��.-�.ss��ss�.�� .....N�.��...�..�v�sw� General l. Immediately notify the engineer of any discrepancies. 2. It shall be assumed that all subcoiltractors are experienced and thoroughly knowledgeable in their respective areas of the construction industry and shall perform in a responsible inanner in an appr-opr-iate construction sequence. 3. Do not scale drawings. Verify dimensions in field priar to commencement of work. 4. It is the intent of these drawings and specifications to establish a standard of quality. The engineer reserves the right to take exceptions to approve methods and materials not reflected herein. 5. Failure to order, or release order, for materials and/or equipment will not be accepted as a reason to substitute alternate materials, equipment, or installation methods. 6. Work shall be perforined in a workmanlike manner to the satisfaction of the interior designer& the engineer. 7. Labor, materials, and equipment shall conform to the latest applicable editions of local, State of Colorado, and National Codes and ordinances. conflict between those publications exists, the most stringent requirement shall apply. Remodel & Demolition 12.Provide mechanical demolition required. Refer to architectural demolition drawings for location and extent of demolition required. Visit site priar to bid to determine extent of work involved. Provide labor and materials as required to inaintain and/or restore continuiry of service to existing systems. 13.In as much as design far remodel and/or rehabilitation requires that certain assuinptions be made regarding existing conditions and because some of these assumptions cannot be verified without destroying otherwise adequate or serviceable portions of the building. The engineer cannot assure the owner or the contractor that the professional consulting services herein encompass all contingencies. Field coordination during construction is imperative. Contractors bidding this work must make reasonable allowances for unseen conditions. 14.Be responsible to field verify existing equipment or ductwork remaining to be reconnected to new or existing systems. Provide ductwork,piping, etc., as required to restore continuity to system(s). 15.All ductwork, diffusers, and equipment shown on this plan are new, except where noted. If 16.All new ductwork, piping, equipment, etc. is shown with dark lineweight. All existing ductwork,piping, equipment, etc. is shown with light lineweight. 8. The drawings show the intent of the mechanical systems but do not show all details required. It is the responsibility of the contractors to install complete & operable systems, which conform to the manufacturers' installations instructions & industry standards. 9. It is the contractors' and manufacturers'responsibility to assure themselves that the code authorities will approve any product to be installed on the proj ect. 10.Coordinate architectural and interior design drawings with mechanical drawings prior to installation. 11.Offset piping, ductwork, etc. as necessary to accommodate structure, beams, columns, and existing equipment. �.. � ;t �.� .� �� '�� n��rv��ir�� • cor��a�r s�rs�r�MSw . �-��9� +�i��u�,��r �, su i r� � - � , • �?.O. 80X 8�1Q> >4UON, CO. 81�2� �Q�iQ» 8�5-�i91� / F�4X: �9�1Q» 8�� -i522 17.All removed piping, ductwork, equipment, etc. are to be disposed of by contractor unless noted otherwise. 18.All existing support rods and straps now supparting ducts,pipes, electrical conduit, etc. that are removed to allow room for installation of new equipment shall be relocated and reinstalled, or replaced if damaged. 19.New hot and cold water branches to be routed from nearest hot water and cold water of line size equal to or greater than new branch-rypical. KEI�TNEMER RESIDENCE MANOR VAIL, UNIT F181 VAII,, COLORADO Insulation 20.Insulate all new heating water, doinestic hot water and domestic hot water recirculation with U.L. approved, white, all service, glass fiber, snap-on, pipe insularion. Miniinum R-Value of 3.0 for a11 piping. Insulate fittings with glass iiber blanlcet insulation and premolded PVC covers. Provide deduct alternate price to insulate with Armaflex. Pi in 21.Domestic Hot, Cold & Recirculation piping inside building- Non-buried lines, type'L' copper water tube, wrought copper fittings and no lead solder. 22.Waste & Vent piping inside building: Waste lines above ground- Standard weight, C.I. soil pipe, and fittings, or hubless, C.I. soil pipe and fittings. Up through 2-1/2" may be standard weight, galvanized steel pipe with black, C.I. drainage fittings. 23.The piping material shall be cast iron at all pipe penetrations of fire-rated assemblies. 24.Install plumbing clean-outs as required by applicable codes. Ductwork 25.Duct sizes shown on drawings are outside (sheet metal)duct dimensions. 26.A11 ductwork shall be sealed airtight with duct mastic. Duct tape is not allowed. 27.Sea1 all ductwork joints and vapor barrier penetrations at all exterior walls. 28.Sheet metal and fittings to be pursuant to SMACNA and ASHRAE standards. �,p,Q�7�!RE.C`'/Sa _ _. �. . , r- � e �.. _��„ � , �� ` ��y�'"' S 3 � � �� 3` � " �f'��,�/. DATE: 3/21/13 PROJEGT #: 13m2f�.�� DRAI.UN B1': JAN CNECKED B�': JpR SCALE: N/,4 �;.:31.2��,�� K)NA1.�� 4NY CHANCsES AND/OR DEVIATIONS FROM THESE PLAFiS WITHOUT UIRITTEN APPROVAL BY THE ENCsINEER RELEASE THE ENCsINEER FROI"I ANY FUTURE LIABILITY OR RESPONSIBILITY TO THIS BUILDINCs. �APER ENCsINEERINCs, ING.EXPRESSLY RESERVE THE GOMMON LAIU CAPYRICsNT AND OTNER PROPERTY RICsNTS TO THESE PLANS. TNIS DR4lUINCs MAY NOT BE REPRODUGED OR PRODUCTIONS THEREOF USED IUITHOUT UIRITTEN PERMISSION FROM THE ENCsINEER � GOPYRICsI-IT 2013 RADER ENCsINEERINCs, ING. M • / 32fi . ___._ �_� _� µ��_ �� I 39 1223" 4"� RICsID DUCT ' CDR�'ER EXHAUST� � � ' ' � N S33�. �� /� �m � '„ `�/ ... � �• ��. �. � � 4 o � o p �' � � . � ' FIRE GAULK GEILINC� ' ', MEMBRANE ' PENETRATION PER 2m12 ' . IMG �om�l�0 2 WITN 3M ' GP25WB+ OR Ec�UAL. ' , � x �� TIE FLOOR DRAIN CWITH ��%'�'� ' TRAP C�UARD) AND - .; , , �� : CLOTNES WASNER INTO � NEARESt EXISTINC� 3" LUASTE �- ' �F-1 � �� ., LINE. EXTEND 1-I/2" 1/ENT ' - . Batitl"00 INTO NEAREST 2" vENT . .�„ Kitchen � 37 � � �:, -� � � � � � � ». ��. _ > ,� ' a7 s;�°__ s�s� ��„ �: � � �, ,� �:� , �; �� 1� I �� l� 6/6 A-EXN CTl'P. O� 2) n-p'� � � a `� �dE��T Q � � �� Z� � � �� e��,.- Pp` 4"� RIC�ID DUCT CBATN EXHAUST� 4"m RI�ID DUCT CBATN EXNAUST) ,�t;,;; �� ;�,,.�._ ��GE ..�P!-.��.Zc� �3 .�---�"' � �jr.� �y � �,�,�e'. - EXtEND NEAREST DNLU, DGLU, AND IUASTE FROM EXIStING FIXTURE TO NEUJ FIXTURE. �� o � : O% . U� _ �•�3�2<%3 � . . . . . .,...... �� `�� KEN��TEMER RESIDENCE p�TE: 3/21#13 �� PROJECT 13�2Q�.�P� �"�'��'�� . �°��`�� '�" MANOR VAIL, UNIT F181 DRAUJN B�': J�N � �Q��9Q� I-�f�I-�UJ��' �, SU(T� � - 1 CNEGKEI� B1': JDR , � �?.O. BOX 8�1 Q� ,4UON, GO. 81�2� ��1�� 8�5-�91� / F,4X: �9�Q�� 8�5 -�522 VAII.,, COLORADO SGALE: 1/�" = 1'-�" 4NY.GI-IANCsES AND/OR DEVIATIONS FROM THESE PLANS WITNOUT WRITTEN APPROVAL BY THE ENCsINEER RELEASE TI-IE ENCsINEER FROM ANY FUTURE LIABILITY OR RESPONSIBILITY TO THIS BUILDINCs. 2ADER EKCsINEERINCs, INC.EXPRESSLY RESERYE THE COMMON LAIU COf'YRIGHT ANp OTHER PROPERTY RIGNTS TO THESE PLANS. THIS DRAIUING MAY NOT BE REPRODUGEp OR PRODUGTIONS THEREOF USED IUITHOUT UIRITTEN PERMISSION FROM TNE ENCsINEER � GOPYRICsI-4T 2(013 RADER Er1CsINEERINCs, ING. M .