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Home My WebLink AboutB13-0048 plans approved _ J . ... .. .. . � JOHNSON REMODEL Manor Vail Lodge 595 Vail Valley Drive Unit E-371 Vail, CO 81657 � � � + + � .11 � � J� � + + 1 � � 1 II � -� --i � ll j li �' �' ��.1.�� -t: �� _ ; �I � (�1 _ __ _ _ _ _ —�. --�- - � , � 0�1� � � r � O rn i p ' � � i i �. ' � • � �i d i m a � _ i� rn � � � �i � i � � � � � � i � � � � _ �� ii N � CA i _ , ii ii q N D �i ��- � � � i = �i W � ii � ii i� � i � ii � � i ii ii ..� � �� '. � � � �� ' rn � � � ii C� � i i �1 ev I I 1—�` j j N O ��_ I l �i 3 I 1� �~ a EXISTING FLOOR PLAN �. w � �m� � I � � � � � � r�'° � -� � � _ �. � � ��: ,N � � d �, ` �` rw �� INTEIZIOR IDEAS and RENOYAT10N5, LLC. � �.� ��:�� Lori Schulte, Uwner Interior Design,General Contracting, Remodeling � �' � � � � F'hc�ne 303.88E�.190.�� D Fax 30'�.791.0419 �^ �A� � � Z�� Email interiorideaSCa�comca5t.net 1/4"=1' WebSite www.interioridea5.cc TOWN Q��/AIL 3 _ S Oo y 0 GENERAL NOTES 1. LIVE LOADS USED IN DESI6N: I I A ROOF ` B. ATTIC ■ _• 0 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 VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. 1. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. c. 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 PR06RESS, THE SPECIAL INSPECTOR SHALL DETERMINE THAT THE REQUIREMENTS FOR BOLTS, NUTS, WASHERS AND PAINT, BOLTED PARTS AND INSTALLATION AND TI6HTENING 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. P.O.Box 1597 70 Benchmark Road,Suite 204 Avon,Colorado 81620 (970)949-7768 FAX(970)949-4054 EMAIL 1vonQa monroe-newelLcom MANOR VAIL UNIT 371 VAIL, COLORADO NO.#6500371 D. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-D1.1. E. MINIMUM WELDS TO BE PER AISC TABLE ]2.4 BUT NOT LESS THAN 3/16" CONTINUOUS FILLET UNLESS NOTED OTHERWISE. F. PROVIDE TEMPORARY BRACING 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 = 700 PSI 2" TO 4" THICK - 6" AND WIDER N0. 2 Fb = 900 PSI 5" THICK - S" AND WIDER N0. 1 Fb = 1350 PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR 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 LE55 THAN 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN ARE NET. 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC. 3. PROVIDE UNITS CONFORMING TO AITC 117, 24FV8, D.F. FOR CONTINUOUS MEMBERS AND CANTILEVERS AND 24FV4, D.F. FOR SIMPLE SUPPORT MEMBERS. MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY STAMPED ON EACH MEMBER. D. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD. 1. PANEL THICKNE55 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 FLOORIN6 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 STAGGERED. 5. 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 = 2800 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 MEET ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED UNRESTRAINED UNLE55 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 DRAWINGS. C. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. : V 1��_�, � ��j�'�,`,:f� � �al�?, a� J ..�,- �� _ _ v. �� _. � �s. � � �""°°��....�_ TITLE: GENERAL NOTES DATE:3-25-2013 SCALE:AS SHOWN DRAWN BY:AVN S3 EXISTING� YENT �' ^� � � ��' �� — NEI.0 VENT PIPINC� � i � I /��/ \I\ � %/ I 1� I � �� 2 �� I �� I � j � I � i � I �E� UJC � 2�� NEI�J I I i�� CE� SN1� CUJRf I I � I I � NEUJ Fp I �� .�� I N�UJ �L,4Y 3 ti�� 3�� I � � ,, ti�� I NEuJ LAY CE� 3" .1, �� NO SCALE NEUJ SNR �/3 NEUJ UJC �% CUT- IN UJ�'E TO EXISTINC� 3" ST,4GK � ��1�� f �� f � �� ''�,�1�; EN�IN'EER(NG • C{�MFOfii sl'sTEMSM ��9� I�I�NUJ,41� �, SU I T� � - 1 �'.O. 80X 8�1� �4�ON, CO. 81�2Q� !9i�� 845-i91� / F,4X: �9�1�� 8��-�i522 sHEET M I.m M I.I M2.m �� f�� X p�SGRIPTION MECHANICAL GOYER SHEET MECNANIGAL SPEGIFIGATIONS MEGHANICAL FLOOR PLAN SYMBOL � _� e � �� DESCRIPTION BACKDRAFT DAMP�R CB.D.D.) GEILINCx R,4DIAtION DAMPER POINT OF NEIU GONNECTION 1�I��I��11 ��1� ��Uf �1��N� ��l�l�� Sl'M. DESGRIPTION GAPACITI' ELECTRIC MANUF. � MODEL REMARKS EXNAUST FAN 62 CFM � 0.25" s.P. P,4N,4SONIC 0.4 SONES, B.D.D., EF-1 12Q�/1, 15 UJ CEILINCs RADIATION FV-f�8UQ5 pAMPER IvV I t: rKUVIVt UtV/Urr IUALL SIUITGI-I FoR FAN GONTROL. .��';i�r �:� '��iir -��ii�1�� NlPL��C ��te:..�3�2� �3 � . '��.��.,___�_%�' _ �Z _ JOHNSON RESIDENCE MANOR VAIL, IJNIT E371 VAIL, COLORADO p�4TE: 3/21/13 PROJECT #: 13f�19.�� DR�4UJN B�': J,4+� GN�CKED B�': JpR SC�4LE: N/�4 v�vi c..ravrasta f+rvvivrc t�evi�vi ivrvs rr�c�r-t �Htst PLANS wITHOUT u1RITTEN APPROVAL BY THE ENCsINEER RELEASE TNE ENGINEER FROM ANY FUTURE LIABILITY OR RE9PONSIBILITY TO THIS BUILDINCs. �.4DER ENCsINEERINCs, ING.EXPRESSLY RESERVE THE COMMON LAIU GOPYRICsHT AND OTHER PROPERTY RIGHTS TO THESE PLANS. TNiS DRAUJINC�MAY NOT BE REPROpUCED OR PRODUGTIONS THEREOF USED WITHOUT UIRITTEN PERMISSION FROM THE ENCsINEER � GOPYRICsHT 2013 R.QDER ENCsiNEERINCs, ING. M • Mechanical Specifications - General 1. Immediately notify the engineer of any discrepancies. 2. It shall be assumed that all subcontractors are experienced and tharoughly knowledgeable in their respective areas of the construction industry and shall perforin in a responsible manner in an appropriate construction sequence. 3. Do not scale drawings. Verify dimensions in field prior to cominencement of work. 4. It is the intent of these drawings and specifications to establisl� 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 performed 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. If conflict between those publications exists, the most stringent requirement shall apply. 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. �e`� � �1� � '�� ENGiNEERING * �C7MFORT SYSTEMSI� ��9� I�IC��UJ�4�' �, SI�ITE � - 1 ��.0. BOX 8�1� ,4�ON, CO. 81�2� �9�� 8�5-i91� / F�X: �9�� 8�� -�1522 Remodel & Demolition 12.Provide mechanical demolitioil required. Refer to architectural demolition drawings for locatioi� and extent of demolition required. Visit site prior to bid to determine extent of work involved. Provide labor and materials as required to inaintain and/or restore continuity of service to existing systems. 13.In as much as design for reinodel 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 wark must inake reasonable allowances far unseen conditions. 14.Be responsible to field verify existing equipment or ductwork remaining to be reconnected to new ar 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. 16.All new ductwork, piping, equipment, etc. is shown with dark lineweight. All existing ductwork,piping, equipment, etc. is shown with light lineweight. 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 supporting 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-typical. JOHNSON RESIDENCE MANOR VAIL, LJNIT E371 VAIL, COLORADO Insulation 20.Insulate all new heating water, domestic hot water and doinestic hot water recirculation with U.L. approved,white, all service, glass fiber, snap-on, pipe insulation. Miniinuin R-Value of 3.0 for all piping. Insulate fittings with glass fiber blanket 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.All 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. �!� ':iY ��M" �: � � .<'�i,F/1�h...�f< ..y �ate:��3 ��:�:�a=.�..s� � Z D�4TE: 3/21/13 PROJECT #: 13�19.f�� DR�4l.UN B�r': JA+� GI�ECKEp BY: JpR SGALE: N/A 4NY Ci�ANCsES AND/OR DEVIATIONS FROM THESE PLANS WITHOUT UJRITTEN APPROVAL BY THE ENCsINEER RELEASE TI-IE ENGINEER FROM ANY FUTl1RE LIABILITY OR RESPONSIBILITY TO THIS BUILDINCs. �iADER ENCsINEERINCs, ING.EXPRESSLY RESER�/E THE GOf"IMON LAIU CAPYRICsNT AND OTHER PROPERTY RICsHTS TO THESE PLANS. THIS DRAIUINCs MAY NOT BE REPROpUGED OR PRODUGTIONS THEREOF USED UJITHOUT UIRITTEN PERf"fISSION FROM THE ENCsINEER � CAPYRI�sNT 2013 RAPER ENCsiNEERINCs, ING. . ��n� � GAP. MATCH EXISTINGs Tl'PE. �4� � �� ENGINEERING + Ct�N1F0EiT �YS�'EMSM ��9� �41C�I�uJ��' �, SUIT� � - 1 �'.O. BOX S�iQ� �41�ON, CO. 81�2� '9��) 8�45-�191� / F�X: C9i�� 8��-�522 T T I��v�V ✓v.v. . . �� 1�_f �� l JOHNSON RESIDENCE MANOR VAIL, UNIT E371 VAIL, COLORADO rER ExNAUS7) c : GAULK CE IL INC� IBRANE ETRATION PER 2m12 �om�.�o.2 UJITN 3M SWB+ OR EQUAL. DATE: 3/21/13 PROJECT #: 13�19.�� DRAI�JN �`r': J�+� C+�EGK�D BY: JDR SGALE: 1/4" = 1'-�" 4NY G�ArlCsES AND/OR DEVIATIONS FROI"1 THESE PLANS UJITHOUT UIRITTEN APPROVAL BY THE ENCsINEER RELEASE THE ENGINEER FROM ANY FUTURE LIABILITY OR RESPOh1SIBILITY TO TI-IIS BUILDINCs. 2,G,p�p2 ENCsINEERINCs, INC.EXPRESSLY RESERvE THE COMMON LAIU COPI'RICsHT AND OTHER PROPERTY RICsHTS TO THESE PLANS. THIS DR4lUING MAY NOT BE REPROPUGED OR PROpUCTIONS THEREOF USED UJITHOUT UIRITTEN PERI"fISSION FROI"I THE ENCsINEER � GOPYRICsHT 2DI3 RADER ENCsINEERINCs, ING. • � . ,-.+ � � SON ELECTRICAL C4NSULTIN�, INC. - V�ILL _ v.,, . � �.._ - :��::�.�.�.�.� . tiTern Willson, P.E. (303) 883-2208 March 04,2013 Load Calculations Unit 371 -Vail Manor Katherine Jolmson 595 Vail Valley Dr Vail,CO General Load 667 SF @ 3 VA 2000 VA Two 20 amp appl ckts 3000 VA Laundry circuit 1500 VA ,,,,. � 9400 VA ��+' Q "' Range _ Dishwasher 1400 VA �+' !� 0950 VA ' � j� `•• � Microwa�e �v ' � : • 352___0 VA � ' � � Washer/dryer � ''35418 ; ` _ 21770 VA `� '' ' � Total : �,�.�3.: ,�,, =,,,�►�' ... � :.s�A` '�r�� Demand Factor ��,,� First 10 kva at 100% 10,000 VA Remainder at 40% 4 708 VA Total of generalload 14,708 VA ,W �. Service Load= 14,708 VA/208 V=70.7 A Ax � � �m�. = • ..,- � Existing 100 A Service -#2 A1=75 A '� � � � o � �� ,� �� . ��- N n � � � � � � �� ,� � � � �o � � 3083 WHI'TE�AK STREET,HIGHLANDS 1tANCH�CO 80129-4644 � �