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Home My WebLink AboutB03-0260.PDF Town of Vail , Colorado Building Safety & Inspection Services 75 South Frontaqe Road � Vai1 , Colorado 81657 ( 970 ) 479 - 2139 FAX ( 970 ) 479 - 2452 Plan analysis based on the 1997 Uniform Building Code Project Number : B03 - 0260 Date : September 30 , 2003 Project Nameo Mezzaluna Addressa Contractor : Occupancyo A2 . 1 Architecta Michael Hazard Construction : IT - FR Enqineer : Monroe Newell Report By : GREG DENCKLA NOTEa The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC . It is a guide to selected sections of the code . Report created using Plan Analyst software by b w & a . ( 719 ) 599 - 5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials . EXIT REQUIREMENTS : FL NAME NUMB MIN MIN PANIC HALLWAY / DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 Dining Room 90 2 18a0 Yes N/ A Out 4 TOTAL 90 2 18 , 0 Yes N/ A Out � � In areas where 2 exits are required , the minimum separation is 1 / 2 of g� the maximum diagonal of the area or floore - - Seca 1004 < 2 . 4 � � When 2 exits are required , exits must be arranged so that it is possible to go in either direction from any point in a corridor or hallway to a separate exit , except for dead ends not exceeding 20 feet in lengtho - - Seco 1004 . 2 , 6 ' � � Page # 2 Code review for : Project Id . : Mezzaluna Addresse Exit signs are required from all areas where 2 or exits are requirede - - Sec . 1003 . 2 . 8 . 2 , Exception 2 No point to be more than 100 feet from an exit sign . Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approvedo - - Sec , 1003 . 2 , 8 . 2 , Exception 1 Door swing is based on Sec . 1003o3 . 1e5 except as notede Occupant load factor is based on Table 10 - A , � Number of exits is based on Table 10 - A except as noted . �^ Exit width is in inches and based on Seco 1003 , 2 . 3 and Table 10 - 8 � Exit width is to be divided approximately equally among exits . - - Sec . 100302 . 3 . 2 Width shown for all areas is based on other egress components . Width shown for 1st floor is based on other egress components . Width shown for other floors & basements is based on stairwayso - ° Table 10 - B For the minimum width of doors , see Sec . 1003 . 3e1 . 3 For the minimum width of hallways , see Sec . 1004 . 3 . 3e2 For the minimum width of corridors , see Sec . 1004 . 3 . 4 . 2 For the minimum width of stairways , see Sec . 1003 . 3 . 3 . 2 FOOTNOTESo 4 ) Panic hardware is based on Sec . 1007 . 2 . 5 See exception for main exit in A - 3 occupancies and churches . FLUSH AND SURFACE BOLTS : Manually operated edge - or surface - mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device � shall no � be usedo When automatic flush bolts are used , the door �°° leaf having the automatic flush bolt sha11 not have a door knob or surface - mounted hardwaree The unlatching of any leaf sha11 not require more than one operationo - - Sec , 1003a3 , 1o8 �OCKS AND LATCHESo Regardless of the occupant load served , exit doors sha11 be openable from the inside without the use of a key or any special knowledge or efforto - - Sece 1003 > 3 . 1 . 8 Page # 3 Code review for : Project Id . : Mezzaluna Address : STAIR NOTESa Public stairways : 1 ) The rise of steps shall not be less than 4 inches or greater than 7 inches . The minimum run is 11 inches . The maximum variation is 3 / 8 inch in a flight of stairs . - - Sece 100303 , 3 , 3 2 ) The minimum width of a stairway is 36 inches , 44 inches if the occupant load is greater than 49 . ° - Seco 1003 . 3 . 302 � Also see exit table above to see if minimum width is greater than 44 inchesa � . 3 ) Provide a handrail on both sides of stairway 34 to 38 inches above the � nosing . May be on one side of stairways less than 44 inches wide . �. ° - Sec . 1003 . 3a3 , 6 , Exception 1 p-{— 4 ) Provide a guard rail where drop off is greater than 30 inches . - - Sec . 509 . 1 5 ) The minimum height is 42 incheso - - Sec . 50902 6 ) Open guardrails shall have intermediate rails or ornamental pattern such that a sphere 4 inches in diameter cannot pass througho - - Sec . 509 . 3 The triangular opening formed at the riser , tread and guardrail may be 6 inches . - - 509 . 3 , Exception 2 °»7 } The minimum headroom is 6 ft . - 8 inches . Such clearance shall be measured vertically from a plane parallel and tangent to the stairway tread nosing to the soffit above at all points . - - Sec . 1003 . 3 . 3e4 8 ) Enclosed usable space under the stairs is required to be protected as required for 1 hr . fire - resistive construction . - - Sec . 1003o3 . 3a9 RAMP REQUIREMENTSo 1 ) The minimum width is 44 incheso If a ramp serves an occupant load of ; ' 49 or 1ess , it may be 36 inches wideo If the ramp is serving a high occupant load , check exit table above for required widtho , ° ° Sec . 1003e4 , 2 2 ) Tf the ramp is part of the accessible route , the maximum slope is � 1012 . All o �her ramps may have a slope of 1 : 8 or less . � - - Sec . 1003a3 . 4 . 3 3 ) When the slope is greater than 1 : 20 , landings shall be provided at the top , bottom and for each 5 feet of riseo Top landings and intermediate landings shall be at least 5 feet in the direction of travela Landings at the bottom of ramps shall be at least 6 feet in the direction of travel . - - Sec . 1003o3e4 < 4 4 ) Handrails shall be per stair requirements . - - Sec . 1003 . 3 . 4a5 5 ) The surface sha11 be roughened or shall be of slip - resistant materials . - - Sece 1003 . 3a4 . 8 Page # 4 Code review fore Project Idoe Mezzaluna Addresso LANDINGS AT DOORS : 1 ) A floor or landing sha11 be provided on each side of doorse When access for persons with disabilities is requireda the floor or landing � shall not be more than 1 / 2 inch lower than the threshold . When access �° is not required , the maximum is 1 inche - - Seco 1003 , 3 . 1 . 6 2 ) Landings shall have a width not less than the width of the stairway or width of the doorway , whichever is the greatere Where a landing serves an occupant load of 50 or more , doors in any position shall not reduce the landing dimension to less than one half it required width . The minimum length in the direction of exit travel is 44 inches , - - Sece 100303 . 1 . 7 TRAVEL DISTANCE : ( distance to an exit ) The maximum travel distance in this building is 200 feet . - - Sec . 1004 . 2 . 5e2 . 1 Travel distance sha11 not be limited within an exit enclosure or exit passaqewayo - - Seca 100502 , 2 ' Page # 5 Code review for : Project Id . e Mezzaluna ; Address : UILDING ACCESSIBILITYo 1 ) This building including each tenant shall be provided with at least one entrance which complies with the accessible route provisions of . CABO / ANSI A117 . 1e At least 50 percent of a11 entrances shall be accessible . - - Sec . 1103 . 203 2 ) When more that one exit is required from any accessible space , each accessible portion of the space shall be served by not less than two accessible means of egressa - - Sec . 1104 < 1 , 1 3 ) When an exit stairway is part of an accessible means of egress , the stairway sha11 have a clear width of not less than 48 inches between the handrails . The stairway shall either incorporate an area of refuge within an enlarged story - level landing or sha11 be accessed from an area of refuge . - - Sec . 1104 , 1 . 2 � The area of refuge shall have direct access to the stairway that serves it . - - Sec . 1104 . 2 . 1 4 ) Each area of refuge shall be sized to accommodate one wheelchair space not less than 30 inches by 48 inches for each 200 occupants , or portion thereof . - - Seco 1104 . 203 5 ) If the area of refuge is not within the stairway , it shall be separated from the rest of the story by a smoke barrier having at least a one - hour fire - resistance rating . Smoke barriers shall extend to the roof or floor deck above . Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes . - - Sec . 110402 . 4 6 ) Two - way communications are required . - - Sec . 1104 . 2 . 5 7 ) Each area must be identified by a sign stating AREA OF REFUGE and the international symbol of accessibility . - - Seco 1104 . 2 . 7 8 ) NOTE : Exit stairways in buildings protected throughout by an approved automatic sprinkler system are NOT required to incorporate an area of refugeo - - Seca 1104o1a2 , Exception 2 Page # 6 Code review for : Project Ido : Mezzaluna Addresse GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing materiala - - Seco 2406 . 3 & 240604 Locationsa 1 ) Glazing in ingress and egress doors except jalousies , 2 ) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors . 3 ) Glazing in storm doors . 4 ) Glazing in all unframed swinging doors < 5 ) Glazing in doors and enclosures for hot tubs , whirlpools , saunas , steam rooms , bathtubs and showerso Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet . . 6 ) Glazing in fixed or operable panels adjacent to a door where the �' nearest exposed edge of the glazing is within a 24 - inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface . 7 ) Glazing in an individual fixed or operable panel , other than those � locations described in items 5 and 6 above , than meets all of the �, following conditions : A . Exposed area of an individual pane greater than 9 square feeto B . Exposed bottom edge less than 18 inches above the floora � Co Exposed top edge greater than 36 inches above the floor . D . One or more walking surfaces within 36 inches horizontally of the plane of the glazing . 8 ) Glazing in railings regardless of height above a walking surface . Included are structural baluster panels and nonstructural in - fill panels . 9 ) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is �,vithin 5 feet of the pool or spa water ' s edge , 10 ) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surfacee �___._,�.�, � ,� �� . , �� ;. � .� �t�„�, � �T_�� p; ,; . O � [#�._c�L Y � ��. ��•� � �� 0 9 � s s � e D ate .A. ri � 15 � 0 0 4 p 9 C onst� �.�. ction O�VNER ARCHITECT STRUCTURAL ENGINEER Mezzaluna Michael Hazard :Vionroe Newell Mr. Deryk Cave Associates Peter Monroe . 624 East Cooper P.O. Box 1068 P.O. Box 1597 Aspen, Colorado 81611 Vail, Colorado 81658 Avon, Colorado 81620 970.925.5882 Ph 9'70.949.4958 Ph 970.949.7768 Ph 9'70.9253423 Fax 907.949.4838 Fax 90'7.949.4054 Fax �, � :aj � SHEET LEGEND ABBREVIATIONS � � > �� v W � L' � Cover Sheet / General Notes AFF Above Finished Floor CT Ceramic Tile GA Gauge MAS Masonry RCP Reflected Ceiling Plan TB Towel Bar � � ALUM Aluminum CTR Counter GALV Galvanized MATL Material RD Roof Drain. Road TEL Tele hone A 1.1 Floor Plans p � ALT Altemate CU Cubic GL Glass MAX Maximum RE: Reference TEMP Tempered A 2.1 Exterior Elevations ANCH Anchor DEG Degree GYP Gypsum MECH Mechanical RECPT Receptacle T&G Tongue & Groove � APPROX Approximate DIA Diameter HB Hose Bib MED Medium REFR Refri erator TSTAT Thermostat A 3.1 Details 9 ARCH Architecture DIM Dimension HDWR Hardware MIN Minimum REINF Reinforce(d), (ing) THK Thick L'' 1.1 Electrical Plan AUX Auxiliary DISP Disposal HM Hollow Metal MISC Miscellaneous REQ'D Required THLD Threshold S 1 Foundation Framin Plans Details BD Board DN Down HORIZ Horizontal MTL Metal RESIL Resilient T.O.,T/ Top Of 4 ., � g � BLKG Blocking DTL Detail HT Height NIC Not In Contract REV Revision(s), Revised T.P.H. Toilet Paper Holder S 2 General Notes/Details BM Beam DWG Drawing HTR Heater NOM Nominal RM Room N Television BOT Bottom EA Each ID Inside Diameter NTS Not To Scale RO Rough Opening NP Typical BRG Bearing EJ Expansion Joint IN Inches OC On Center(s) SAN Sanitary UNFIN Unfinished BSMT Basement ELEC Electric al) INCL Include(d) OD Outside Diameter SC Solid Core UON Unless Otherwise Noted BUR Built Up Roof ENCL Enclose�sure) INSUL Insulation OPP Opposite SCHED Schedule VENT Ventilation CAP Capacity EQ Equal INT Interior PERF Perforate(d) SHT Sheet VERT Vertical CJ Control Joint EQUIP EQUIP JT Joint pL Plate SHTHG Sheathing W/ With ` C/L Centerline EXT Exterior KIT Kitchen PLYWD Plywood SIM Similar WC Water Closet J CLG Ceiling FD Floor Drain LAM Laminate POL Polished SQ Square WD Wood , CLOS Closet FDN Foundation LAV Lavatory PTD Painted SS Stainless Steel W/0 With Out ' , CLR Clear(ance) FIN Finish LIN Linear pT Paint STD Standard WP Waterproofing CMU Concrete Masonry Unit FlX Fixture LIQ Liquid PVC Polyvinyl Chloride STL Steel WT Weight COL Column FLASH. Flashing LT Light QT Quarry Ti►e STOR Storage WWF Welded Wire Fabric CONC Concrete FLR Floor MAS Masonry QTY Quantity STRUCT Structural YD Yard � CONT Continuous FT Foot (Feet) MATL Material RAD Radius SYM Symmetrical , G�rr�� rro�s �-.Y�r��; �. � I 'Y�� '�� ''' 13. THE ENGINEER'S SELECTION OF MATERIALS AND DETAILS DOES NOT RELIEVE THE CONTRACTOR FROM � � �x, .� � GENERAL PROJECT NOTES 6. STREET PAVIN� SHALL BE PROTECTED FROM DAMAGE. AND IF DAMAGED. SHALL BE REPAIRED/ �:.:.' r' ,.� �j� VERIFYING WITH THE MATERIAL SUPPLIERS THAT THE PROPOSED MATERIALS ARE CORRECT AND REPLACED TO THE TOWN OF VAIL'S SATISFACTION. ---- �� 1. ALL WORK SHALL CONFORM TO ALL APPUCABLE CODES AND STANDARDS. ALL WORK SHALL BE IN PROPER FOR THE INTENDED APPUCATION AND USE. t��f��#�� h +��-�-..,,�,X �, L� �. CONFORMANCE WITH THE GUIDEUNES AND CODES ADOPTED BY THE TOWN OF VAIL 14. ALL MATERIALS AND EQUIPMENT THAT IS INCORPORATED INTO THE WORK SHALL BE NEW AND OF THE 7. PROPOSED ELEVATIONS I�DICATE FINISHED CONDITIONS. FOR ROUGH GRADING ELEVATIONS, ALLOW Communiry Devefopment � � '4 2. EACH TRADE CONTRACTOR SHALL VISIT THE SITE AND BECOME KNOWLEDGEABLE OF CCNDITIONS BEST QUALITY SPECIFIED. ALL WORK PERFORMED SHALL BE DONE IN A WORKMANLIKE MANNER ONLY FOR THICKNESS OF PROFOSED SLABS AND SUB-BASE MATERIAL AS SHOWN. ` � THEREIN. EACH SHALL INVESTIGATE, , BY PERSONS SKILLED IN THE IYPE OF WORK TO BE PERFORMED AND IN ACCORDANCE WITH ALL / �'i; Buildin Safe & Insa ecti0n VERIFY AND BE RESPONSIBLE FOR ALL REQUIRENENTS OF THE ' g � p PROJECT AND SHALL NOTIFY THE ARCHITECT OF ANY CONDITIONS REQUIRING INFORMAION BEFORE APPLICABLE CODED AND ORDINANCES. 9. EYERY EFFORT SHALL BE MADE TO MAINTAIN AREAS OF THE SITE, SHOWN NOT TO BE DISTURBED. � Services PROCEEDING WITH THE WORK. TAKE SPECIAL NOTE THAT ELECTRICAL AND MECHANICAL DEVICES REMOVAL OF INDIGENOUS PLANT MATERIALS ONLY AS REQUIRED FOR COMPLETION OF THE WORK. Toi►�oF vAr� ,�.,-��C". PLUMBING FIXTURES AND REGISTERS ARE SPECIFICALLY LOCATED. LOCATION OF FRAMIPG MEMBERS 15. AT ALL 11MES, THE PREMISES SHALL BE KEPT CLEAN FROM THE ACCUMULATION OF WASTE Section 106.43,Uat:.rm BdT�C�`,�t9 of FenaiG The issuance �� MUST BE COORDINATED WITH THESE ELEMENTS TO ASSURE EXACT PLACEMENT. MATERIALS AND DEBRIS, AND UPON COMPLETION OF THE WORK SHALL REMOVE ALL WASTE organt�ng of a permit or appmvml0�p1433.L�Ciflcffiions and computanons MATERIALS AND RUBBISH, AND LEAVE THE WORK IN A BROOM CLEAN CONDITION. UNDER NO Sha1!not be consWed t0 be II pefRdt�0l.C!�AppTO�al of,a�y v�olanon of � 3. ANY UTILIN SHUT-OFFS AS REQUIRED BY THE CONTRACTOR FOR COMPLET'ION OF THE WORK, SUCH CIRCUMSTANCES IS FOOD TO BE LEFT OUT IN THE OPEN UNLESS IT IS PROPERLY WRAPPED SEALANTS 8nyoftheprovisionsofthisCOdeolOf�/OEMfOSdinay.ceofthe�unsd�cnon. AS ELECTRICAL, GAS, WATER, SE4VER, ETC. MUST BE SCHEDULED WITH THE APPROPRI/�fE UTILIN AND STORED IN A SUITABLE CONTAINER. UNFlNISHED FOOD SHALL BE THROWN OUT IN A pernvts presurmng to give authOrlty to Vi01t?DOtCSaal the p:ovisions of dus COMPANIES PRIOR TO COMMENCING WORK. CONTAINER WITH A TIGHT FIITING COVER AND REMOVED FROM THE SITE AT LEAST ONCE PER WEEK. 1. ALL SEALANT JOINTS SHAL BE S1ZED SUCH THAT THEY WILL BE WITHIN THE MAXIMUM/MINIMUM SIZE codeorotherordinancesofthejutisdictioAShallnotbevultd. � IN THEIR INSTALLED POSI"ION AS RECOMMENDED BY THE MANUFACTURER. The issuance oP a permit based on plans,specifcauoas and o[her data shall S� 4. DRAWINGS ARE TO BE ISSUED TO THE SUBCONTRACTORS BY THE CONTRACTOR IN COkPLETE SETS SO 16. ALL CUTTING AND PATCHING REQUIRED DIRECTLY OF INDIRECTLY BY THE SCOPE OF WORK pot prevent the buAdmg official from thessafter requinng che correct�on of PORTRAYED IN THE CONSTRUCTION DOCUMENTS SHALL BE INCLUDED IN THE CONTRACTOR'S e�rers in sc�d�!W�s,spec�ficatioas and ather data,or from preventing buildmg �� ,, � THAT THE EXTENT AND COORDINATION OF WORK IS MADE POSSIBLE. PROPOSAL. ALL SURFACES ARE TO BE RETURNED TO THEIR PRE-CONSTRUCTION APPEARANCES. 2• DEPTH OF SEALANT JOIM SHALL NOT EXCEED 1�2 THE WIDTH OF THE JOINT. a ,., ,-; t�.�� c:med on thereunder when m violation of ttus cod� orof „ ��... WHERE EXISTING MATERIALS CANNOT BE FOUND OR PROPERLY MATCHED THE ARCHITECT IS TO BE a; � --� - ��5 o this�unsdict�on 5. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DE141LING NOTIFIED PRIOR TO COMMENCEMENT OF THE WORK. 3. ALL SEAIJ�INT JOINTS SHl�L MAINTAIN CONTACT WRH THE ADJOINING PARTS WITHIN ALLOWABLE � � REQUIRED FOR THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THO�E DETAILED. DIMENSIONED CHANGES IP THE THE JOINT SIZE. ALL SEALANT JOINTS SHALL MAINTAIN DURABILIN 1NITiti�S. DATE:�� D � � � SITE WORK AND INTEGRITY UNDER AL SPECIFIED CONDITIONS AND CONDITIONS OF THE LOCALITY WHERE THE s ARCHTECTEW�WRIDTINGNBEFORE PRIOCEEDING WITHNANY WORKANN QUESTION.ERMINED, N)TIFY THE PROJECT IS LOCATED. ��_(__�J�� ._�.� 1. ALL EXISTING TOPOGRAPHY� UNDERGROUND UTILITIES, STRUCTURES. AND ASSOCIATED FACILITIES �C7 ��+ S H O W N O N T H E D R A W I N G S H A V E B E E N D R A W N F R O M A V A I L A B L E S I T E S U R V E Y A N D B A S E D O N U T I L I T Y 4. A LL S E A L A N T J O I N T S S H a L B E I N S T A LL E D W I T H T H E A P P R O P R I A T E J O I N T F I L L E R. Y � , 7. DIMENSIONS SHALL GOVERN. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL NffIFY THE COMPANY LOCATES. THEREFORE THEIR LOCATIONS AND ELEVATIONS MUST BE CONSIDERED APPROXI- �� . ' ARCHITECT IN WRITING OF ANY DISCREPANCtES, OMISSIONS, AND/OR CONFLICTS BEFOt� PROCEEDING MATE ONLY. THERE MAY BE OTHER UTIUTIES THE EXISTENCE OF WHICH MAY NOT BE PRESENTLY 5. PROVIDE CUSTOM COLOR FOR SEALANT EXPOSED TO VIEW FROM THE MANUFACTURER'S FULL RANGE � 1 Ct�V�.G !� WITH THE WORK. KNOWN. CONTRACTOR IS TO VERIFY ALL EXISTING STRUCTURES AND FACILITIES AND IS TO NOTIFY OF SELECTIONS, AS SELETED BY THE ARCHITECT. - y a . � THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. � , Y, i;, 8. ALL DIMENSIONS SHALL BE VERIFIED ON THE SITE BEFORE PROCEEDING WITH THE WO2K. NOTIFY THE 6. THE SEALANT MANUFAGTUZER SHALL VERIFY THAT ALL SEALANTS USED FOR THE EXTERIOR WALL �� "�� ARCHITECT IN WRITING OF ANY DISCREPANCIES. ARE CORRECT FOR THE �PPLICATION SHOWN AND WILL BE COMPATIBLE WITH EACH QTHER BEFORE, -i-"'�r7 , .!' , 2. NO BURNING OR INCINERATION OF RUBBISH OR GRUBBED VEGETATION WILL BE PERMITTED ON THE DURING AND AFTER CURItlG. b� �` � �� 9. UNLESS NOTED OTHERWISE, ALL WALLS AND PARTITIONS ARE DIMENSIONED TO THE FACE OF THE SITE. Q STUDS SUPPORTING THE WALL. �1 3. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A WAY AS TO PREVENT TRACKING OF INSULATION AND VAPO� BARRIER , \� � �� `� 10. UNLESS NOTED OTHERWISE, ALL FASTENERS AND FASTENING DEVICES ARE TO BE CONCEALED IN ALL MUD OR SOIL ONTO PUBLIC THOROUGHFARES. AT THE END OF EACH DAY THE CONTRACTOR SHALL � (� FlNISHED SPACES. CLEAN UP ALL MUD OR SOIL WHICH HAS BEEN TRACKED ONTO PUBUC STREEfS. 1. ANY THERMAL INSULATION OR VAPOR BARRIERS WHICH IS REMOVED OR DISTURBED DURING CONSTRUCTION � � 4. THE CONTRACTOR SHALL FIELD CHECK ALL DIMENSIONS AND ELEVATIONS AND VERIFY THE LOCATION SHALL BE REPLACED !� ��O�• � � T 11. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOIC GALVANIC AND ELEVATION OF EXISTING UTILITY LINES AND STRUCTURES TO BE CONNECTED TO THE WORK. � ACTIONS. DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. 2• SHOULD THE SOFIT ADD-�LTERNATE BE CHOSEN THE CAVITIES SHALL BE PROVIDED WRH CROSS - 12. ALL EXTERIOR FERROUS METAL WORK LOCATED ON EXTERIOR OR IN NON-CONDITIONE[ INTERIOR VENTILATION WITH A MINItiUM OF 5 SQUARE INCHES AT EACH OF TWO OPPOSING LOCATIONS (V.I.F.) SPACES SHALL BE HOT-DIPPED GALVANIZED (EXCEPT FOR ORNAMENTAL METAL(S}). 5. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY EXISTING STORM DRAINAGE SYSTEM. THE C�t=-� �,�(�l.�f I�, �l�U� CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR REMOVING SEDIMENT AND DEBRIS FROM EXISTING ��,�� COMPLETION,CONSTRUCTED STORM SEWERS, PIPES, DRAINAGE STRUCTURES PRIOR TO FINAL %' ��GN R��I��, � � �-A�� r1,e c,� �° `e,� �r' � � ��v�a� � � . a a�o \`��, C.oc�� z t,�,1,f�z1�. �.��n�.� ��3....� � �1`��CA�tl ��-- -- --- - __..�I �`�. � �`� , � ,_ . �:o� 5 0� ��o,� 5 �� F` 2 � �S� �` 2 � MICHAEL HAZARD ASSOCIATES SN�, Copyright � 2003 I NTERLOCKING CONCRETE / � I �� '�oa �� T ' PAVERS BY OTNERS � ' • , � �: / �, ��ro � • .� � C�t n�°��. � WALK , / �� 4�0„ � ��a ;'��'.,`� i � � � r � � � `�� 8„ o,, � , .. "�'', 8" � i', °� `' 'J � y�� ° � �� IIP � �-- y ay[ y�-a�• (( � � ��Q� I � � `� , VI ••' i _ ` �J �\ M �v0�vM� /��'� �� 11. EXISTING TIE WALLS TO � � V � q� � 1, ; SE RETAINED FOR NEW � , � NEATED PAVER WALK I � • � T/PIER CAP � �C �� '� , EL +q5'-3" � � BY OTNERS / , . \/� T/CONC 'SLAB 'I EXESWALL TIOBR MAIN �, � 7/CONC 1SLA8 4 ��.,��iJ �� pn�`��'� f _� --� W A L K � . �� , EL +q6-10 I/2 / � EL +96 10 I/2 ��¢��, k. II ii ` r r �'1 6� ♦ \�(� �\.�: \ �/ _ _ � _ _ _ _ 1. � �'• - - - --- - - - - - - - - - - q4 SEAL EXISTING CANOPY ' � NIP � DN 6 TO BE R�MOVED + �,�� T/PIER GAP 2 � �j ,// � / / EL +q3'-8" NOTE�REFER T�GRADING PLANS,PREPARED BY ALPINE � � GRADING @NSKIERBBR8DGE3.8, DATED 3/1/2004 FOR FINAL �X I ST I NG �� / / NEW GANOPY NOTE�REFER TO GRADING PLANS,PREPARED BY ALPINE � PASSAGE EXIS7ING GONC STAIRS EXISTING / ENGINEERING, JOB #84253,8, DATED 3/1/2004 F�R FINAL / / � TO BE REPLACED W/ 7RANSFORMER GRADING @ SKIER BRIDGE. \ NEW GONC STAIRS TO J G J \ 7/57EE @ NEW PATIO 6 MATGH BREEZEWAY CONG � � �TY� EL 99'-0 I/2° 2� ��L / � 7/PIER CAP \ (WORK TO BE � \ (I I/2" 3ELOW T/ F F @ DIN RM) \ �2 / � � EL +q3' 6" � PERFORI'1ED UNDER � � � T/PIER CAP \��L �/ � SEPARATE CONTRAGT) I .i�' / \ EL +88'-6" D� DN •-� � � EXI57NG TREES ReV1S10I15 EXISTING ' ' ' )C TO BE REMOVES (2) �--"'� No Date DEGK � :'�.. • / � � � uP � / � q0 • :�4� \ / � / / � �� _ �� tis° i�-o�' NEW F�ATI � � 2 I Nore � 2 I SLOPE DN NEW "BRIDGE" 70 BE ALIGNED W/ / N EXISTING DEGK SKI�R BRIDGE � BY OTNERS / T/EXIS7ING'IFIN FLR ��'�lo EXISTING TREES / TO REMAIN BY OTNFRS EXISTI G TREES SKIER BRIDG� EL +100-0 �^ TO REMAIN NEW EGRESS DOORS ' �G}� � / WITN PANIC NARDWARE .�" � • POINT/C \ I �' � , @ BRIDGE �� . G L �'^ BAR ° ' `. ° FXISTING MEETING ROOM � �+ . VALLEY '] I T/PIER CAP •-. 2 I , 2 � MA7CN T/SLAB RE SURVEY - - - - - - m - - - - - m PROJECT NUMBER EXISTING —� D I N I NG ROOM CANOPY EXISTING PATIO - - 3 BELOW � � T/EXIST'G PATIO � '� +�IGN POINT OF CONC N W PATI � I 2 I � VS" I'-O" SLAB � EXISTING m LL' 88'-q° (VERIFY IN FIELD) �X I ST I NG PAT I O m � SLOPE DN BUILDING SLOPE DN 8 � � � EL +�oo�-o�� i 2 � � �- I� ° � THE — — — — — — " — — — — — — — — — " MEZZAL UNA ' ' z �iP i �' • Q \ - - 6 0 0 �XISTING PATIO DN PATIO 2 � � - - — —' - - = - - = - - - - - - - � ° N `� � `Q The Lion Square Lodge . �' � NEW P TIO � c� • :. '�,.� _ Vail, Colorado - � - - )- • ' - - - - - - - - — - - - - - 2 � �IP � �%.` .'�"•,�. � � LINE OF NEW T/PIA? CAP (ALL 3) r . -. , •R • PATIO ABOVE ' I GON7ROL JOINTS (TYP) 2 � � _ _I _ _ _ _ _ _ _ f1ATlH T/SLAB RE SURVE7 15'-0" U7ILITY 15'-0" UTILITY �ASEMENT EASEMENT ALIGN RAILING WITN 2 I 2 � FEN EI�E OWL INTERMEDIATE WINDOW 3�� MULLION (V I F) _ � �,, 6�—II�� 14�-0�� II�—�1 I/2° 5�—q�� I EXISTING POOL 6�—II° 14�-0��•'� �1�—�l ��2�� 5�_�1�� MICHAEL � (VIF) (VIF) (VIF) FENCE 38'-5 I/2" (v ' F) 38'�5 I/2" (v i F) HAZARD � A B � D A B � p ASSOCIATES Architecture Planning Interiors P 0. Box 1068 � Vail, Colorado 81658 970 949.4958 �� LY �� FLOOR PL�N M��I ��, L'�OOM I �� /�I �I OOL'7 �I �1� 1 970.949.4838 Fax " J�� V l� � " l��r 1� mha�vail net NOTE: GOLUMN LINES A, 8, F, 2 � 3 7'D ALIGN ��8�� - ��—°�� NOTF: COLUMN LINFS A, 8, F, 2 � 3 TO ALIGN ��8�� — ��_°�� WIT�—I EXISTING STRUGTURAL COLUMNS. LOCATIONS WIT� EXISTING STRUCTURAL COLUMNS. LOCATION� AND DISTANCFS BETW��N COLUMNS MUST SE AND DISTANGFS SETWE�N COLUMNS MUST BE VERIFIED WI—i"�I T�IE ARC�IITEGT AND ENGINF�R VFRIFIFD WIT�—I T�-{F ARC�IITFCT AND FNGINEER IN T�E FI�LD IN T�—IF FIELD Issue Dates April 14, 2003 Desi�n Review Julv 1, 2003 Internal Review Au�ust 6, 2003 Pricin� Au�ust 20, 2003 Addendum 1 October 15. 2003 � February 5, 2004 March 5, 2004 . , March 15, 2004 , April 15, 2004 `��'��%J� �� t�'�- SHEET NUMBER (��:�I�I� R��i�'�� , �iAFF r��'P�i��f��, \ . _ �r..►_�_ _ �. aa�-`o��_�-n-\�� o � � , �. t-�� M . G. -- � � �__-_ . ,,_, , 0 > > � 3 '-10" 'A 8 C MICHAEL HAZARD ASSOCIATES Copyright O 2003 ,_3u +3,_9� 6" � � EQ. SPACES EQ SPACES 5 EQ, SPACES EQ� SPACES �- � 3 EQ, SPACES— EQ, SPACES—► NEW DECK RAILING I NEW DECK RAILING � � � ��'[(J� ; ( I I I I I I I �. ,! � .;� � � I � � -,�s � w w � � ti� - I i , � � �-��` `� -r� �. T/STEEL T/STEEL T/STEEL �� EL •+qq-10 I/2" EL +qq-10 I/2" EL +qq-10 I/2" �C'�� ,�y~ / , � �� - � NEW EXPOSED STEEL I I I I I I I EQ, PACES CNANNEL STRUCTURE I SEAL I N�W EXP05ED STEEL 5 BENT PLATE COLUI"IN� NEW EXPOSED STEEL A3 � BENT PLATE COLUI'1N5 BEYOND EXISTING RAILING I I �D � EXISTING DECK �D � - I w � - EXISTING DECK ALLOW I'-0" I"IINII'1U1'1 CLR TWN �/COL � EXISTING STONE No lsi Date I VENEER (V I F ) -�--- I 6 A3 I llD J � � 6 3 I -�-�_f------- EXISTING STONE CLAD CANVASS AWNING ON 1 1/2' STEEL WALLS AND STEPS - TUBE FRAME - SUPP RT h!/ (2) RECONSTRUCT, AS NEEDED 3" DIA STEEL PIPE CqNN'S � 3/16" AFTER INSTALLATION OF O O � CABLES YV�S� �� Y ��I ON SOU�t"1 �� I L �� V ��(ON COLUMN FOUNDATIONS ��S� ��( L �� V ��I OI V 1 1/4" = 1'-0" � t/4" = 1'-0" 3 1/4" = 1'-0" PROJECT NUMBER 5 6 NFW DECK RAILING CANO Y - FE DTL 14/A 31 t I NFW DEGK RAILING 6p TEh'PORARY GATE ALIGNMENT @ C �2) DIRECTIONAL EXISTING WINDOWS TH� I T�115 RAILI G POST E POSED�STEEL COLUrfN ' MEZZAL UNA NEW EXPOSED STE�L CNANNEL STRUCTURE A3 I PA TIO ��'-�'� 10 MM (3/8") CEMENT The Lion Square Lodge � � BORAD CLADDING ON Vall, Colorado � T/ST�EL " � RAIN-SCRE�N NAT EL +qq-10 I/2 I I I I I I I I -- CNANN�LS COLUh1N INE O 5" COUNTER- 3/4" WIDE MILL FIN � : FLASNING REVEAL MOLDINGS (TYP) 3 EQ. SPACES 7 ER. SPACES 3 ER, SPACES � �� SOU�� W�,LL �L��/�-I'I OI� MICHA.�L NE EXPOSED STEEL I I/2 DIA NANDRAILS HAZARD CO UMNS � „�� - ,�_°�� ASSOCIATES Architecture SOU�t-i L.�S� L�� Q� ��(��t'1��5� L�� Y �� 0� Planning � I \ / "�' Interiors � l... Y � EXISTING BALCONY ABOVE P 0. Box 1068 �� = ��_�� `�� _ ��_Q�� Vail, Colorado NEW 3-SIpED SKIRT 81658 AWNING 01� I I/2" STL 970 949 4958 6 5O � � TUBE FRAME 970 949.4838 Fax (2) DIRECTIONAL t NEW DfCK RAILING CENTERLINE O (2) WALL SCONCES SIGN LIG�ITS (TYP) GANOPY - RE DTL 14/A 3 m a�vai net EXP05ED STEEL ANGL� � �RAILING BEND � TEMPORARY GATE ALI Nh1ENT @ NEW DECK RAILING EXISTING WINDOWS T+�IS RAILING POST I I I EXPOSED ST�EL ANGLE FA E OF �XIS ING BLDG \ A3 NFW EGRESS DOOR TD MATC�I EXISTING Issue Dates CLADDING i'-0" April 14, 2003 Design Review I � � � � / 10 MM (3/8") CEI'1ENT BORAD CLADDING ON Julv 1, 2003 Internal Review � RAIN-SCREEN NAT August 6, 2003 Pricin� I I I I I I I I I I I CNANNELS August 20, 2003 Addendum 1 MEZZALUNA LOGO'S (2) October 15, 2003 � � NEW EXPOSED STEEL ON pOORS @ +5' AFF February 5, 2004 CNANN�L STRUCTUR� 5" COUNTER- 3/4" WIDE MILL FiN March 5, 2004 , FLASNING REVEA� MOLDINGS March 15, 2004 3 EQ, SPACES 7 EQ, SPACES 5 EQ. SPACES (TYP) , April 15, 2004 I I/2" DIA �IANDRAILS ��5� I�V�1�J� �L.� Y ��IOIV � � 1/�" = 1'-0�� NEW EXPOSED STEFL COLUMNS SHEET NUMBER ' � NoR�"�Iw�s��NoR�"�I ��I D�� .��fiioN � 1/4" = 1'-0" 0 w � � � ._- 1 A 1 1/2" O.D. PIPE RAIL A3.1 * A � 1/3 X 3/8 TOP RAIL FlN. FACE OF EXISTING DECK / RAIL / —_ 1 1/2" O.D. PIPE RAIL 3/8" STEEL S1IFFENER / ��t��30CIATE3 SUPPORT � DECORAl1VE > EXISTING WINDOW 1 1/2" DIA. STL. PIPE SUPPORT x�.,x��F ",,,� 'e . �� ,, 1 1/2" DIA. STL. PIPE BRACE L a �� `" EXIS11NG WALL T/ EXIST'G DECK TO BLDG WALL e � �� ' "�' � � r,�ff� NEW FLASHING UNDER ��4„ �� . '. � � EXISTING WINDOW SILL - , „ � �y �'� a �.v Q� , �� 3/8 (10 MM) TH. EXTER�OR GRADE � � �� _,�,�,��. � CEMENT BOARD CLADDING PANEL "' � „ T/ STEEL CHANNEL t`� �,' _ ' AIR INFILTRATION BARRIER 1 -� BELOW �, f� � � 6 LONG PIPE SLEEVE WELDED � ��'�s�D A RG�'�' ' , � z ` VERTICAL HAT CHANNEL RAIN-SCREEN _ ° �`� '� z ` MOUNIING SYSTEM OVER NEW AIR INFIL. TO CHANNEL PROVIDE S.S. � ¢ ` I ' BARRIER 1 ALLEN SCREW FASTENER -- -- ��;.;��'" � x W EXIS11NG SHEATHING TO BE REPLACED ----- 11J v=, W/ NEW 1/2" EXTERIOR GYPSUM SHEATHING FLtID APPLIED WATERPROOFlNG �_ 1 1/2" O.D. PIPE RAIL �n 2 PC. GALV. SHT. METAL FLASHING ! SUPPORT SEAL ; / W/ HEMMED EDGE - PAINTED 5" MIN. CONC. ON STEEL DECKING i SEALANT & BACKING ROD 6 ��2 , F �r FLUID APPLIED WAIERPR00FING SL(PE PER PLAN � W/ FlLLER MATERIAL MIN CLR FIN �STEEL EL. ° a a a a a° a ° EL: +99'-10 1/2" (T/FLR. FACE OF EXISTING BUILDING 5" MIN. CON�C. SLAB - SLOPE � ° ° ,,, A , � RESTAURANI` _ +100'-0" 1/8 : 1 -0 TO EDGE a a ° ° ALIGN T/S1L W/ FIN. ` °° ° ° �' WATERPROOF MEMBRANE ; —�� CHANNEL 5° MIN. �oN�. ON STEEL DTL. C� COL. MID HEIGHT PLAN � WALL / RAILING S A Y - � DECKING - SLOPE PER PLAN R RE: STRUCT. FLUID APPLIED WATERPROOFlNG � � �/2• a ��-p� �-+ ' '/2r 0 .��Or NEW STEEL BEAM - RE: STRUCT. � �� STEEL CHANNEL - RE: � STEEL BEAM - RE: � STRUCT. s7�ucT. _�� No. Date . - 1�4„ �. NON-COMBUSTIBLE BLOCKING STEEL COL - RE: �._0� STFUCT. BACKER ROD & SEALANT PATIO EDGE RE: STRUCT. PLATE 3 t 1/2' a t'-o" 3/4" NON-SHRINK GROUT B U I LD I N G P ATI 0 D TL. � NEW CONCRETE PIER CAP . 1 � ��2. a �._o. RE: PLAN Revisions , I 3/i" DECORATIVE STEEL 3/8" STEEL S1IFFENER / � ��2° RE: PLAN VIEW DECORATIVE PLATES D I L. � COL. BASE 6 , ,�2� ° ,.-o� 2�� EXIS7ING WINDOW � '�` `�' I I STEEL BASE PLATE NEW GALV. SHT. MTL. DRIP RE: STRUCT. :", � FLASHING `� `' 3/8" (10 MM) TH. EXTERIOR GRApE CEMENT BOARD �' �� CLADDING PANEL � 'J�- AIR INFlL. BARRIER ^,. o0 NEW 1/2" GYP. WALL SHEATHING FLASHING DTL. /"'/\ PATIO/COLUMN DTL. DTL. C� COL. MID HEIGHT < < 1 A 3� � �� f� � ��2�a �� 1 � ��Z� a �� VAf�Es THE � M�ZZAL UNA DTL. � COL. 6ASE PATID 7 , ,�2• m ,�-0- The Lion Square Lodge Vail� Colorado MI CHAEL � HAZARD ASSOCIATES Architecture Planning Interiors P.O. Box 1068 Vail, CO 81658 970.949.4958 970.949.4838 Fax mha�vail.net 08/06/03 Pricin� 08/20/03 Addendum 1 03/15/04 SHEET NUMBER d� 0 � i ' i , , � , R � � �� / \ i \� i / \,� F °�. � F` , � � ; �� I ,/� �`� � NICHAEL NAZARD ASSOCIATES -�' � \ �� \ - � Copyr�ght O 2003 � � � � , �,( � � /� �� \�\ / � � ��` / � ;- �. , c i , � � / � �, , i �� . �\ / `�� i � ` � � � � � � `\ I � � � \\ \ � '� 1 � � � �\ % \� i I � ,� . � � /; /� �� / � / ` ;,\ �,� � i G � - � � - \' / ,� /\ � � � � �. • � ` NOT � IF FIELD AD..IUSTMENT �F � / � �'�i - � � / ,_ PIE LOGATIONS REQUIR�D, '�� i� l ' �� / j � MA P�ER SPAGI� ', j� � BE 8'-U" . --�_-:---_- _� �� ' � � - �----'""�� '� ,� � � S�F -- --- - i:�� O ---- ,-S - _ ,/ � ` i _ , � � � ' —�._---- � -�: % � \ . �___��.____---- ---- ------------- Tr-I I'----- 10- i % � - ---, i-- ---- -- I . '� \ \ � - ------ � � I ,- i �� / � � � i / ��_____- � � ( ; �', ; ,-,; ' ' ` � � � ± ___-� � � ; '';'� �� sEaL ,i � ' � / I � I I, i _ _ _ ��' ' // .� St. \\ // -- ----_1_I ! I I —�-----�' i � / / / / � ,O\`' .;7� _��_l_.� _`--- -------:� - � � �/ /i S �'' ' - _-- --- - , �f � S T � •:2 ,__ __ __ _ ___ ___ ___ `___ __ _ : ( ( , , , ,; \\ Q � � - - ( \ , S� � Fo �,� � � ; ,,, � �... .m � , � � I i , �-- 1 .--_-`�-__� � , � - " / a� : � -- -- -- -- - - ---- - - - - -- - ---- -- -' ; ' ; _ -' i � / , , � ----- -- -- � "" -_+��".. . `1'�q� , . �, � � . � i ; � r ti . , � �_ �� ,'� (}� � � 6 N . �,,•0 ' � —J S s � �_�_ _� �----i ( � /' �---_ - i ` . e� '��• ;,�p�ql�••�Q,� ' � � �_=--- ---------T-----�—- �-- / � /,� �_ - — -- �� O � ��O� - ---_"_�-_-___;,�---- --�--- -�— , T1 ,, ✓ � � --7 � . �p F C�y�' , � - -- -�-- - .� II� �� / �,� � /� � ' . �� j�� il I 1 �;� '� �i � � � � I� `�,' , Revisions � ; � ,/� h j�j �� j�� /,'� � � i � � �� '' � No . Date -.� � j` � '�' ' , f' / 5 � .}- �li J ,-- - - � " / ��'%% � ry �� ; �;; ,,�� ,� ,� / s� ��°��o� , i � ,i _"�-----�--'(��, i '� �, r � ,<`�. ��i PV � �� '� . � '�� S Y'� ��" °�Qv�li ! � ' ' ,' ' 4 � �,�' W21X83 �SPLIT AND TAPER) IS QQ�� O�,�l/� � � I� �i I i ---"; `�'� WELD BAGK TO BAGK �"-IZ" ? ��QO �- — - -- ' Z I_----�� \��'`�y� � / ' � �''' � � —� � �� PQ�v �� .�.-�-� .; �� h FAGE OF ^ I Q Q� ��Q ;'I ;� `, -�,/ �, EXISTING �i � �� i_ i�l %/�., J�� % I --��( (BTYP I�G f I NOTEs PROVIDE (3)-�" m � '� I HOLES AT 6 ON GENTER MIN �� .. � � r � i ,, �Xi ;I �!' ) —_j, 11 ; G15X33 4 AND AT MID- HEIGHT WITHIN ----- ---- ---- - ---- -- - - - -- -� ��i /� /�,�� , , � � � � � i� - ---- ---- --- � � � � � �� I GENTER I/� SPAN OF ALL � �' �� \\ I i � NOTE. GOORDINATE MOLES ---- - � � BEAMS �--- -- --�;-- � -----� � ;�_-_} ��.; i� � II� �� I � � � � � r- � �; �� 5 �---- 'I ; WI HxSTRUG URAL EG NI EER - � , �— / , .•� QJP `� ,r' . i h� �� ______ � j� ,, �, `� _--� I �ji� %' , , ,��, ! I�� !' s� __a� � , � �" ; j I , � i ', I � i � � N!' ' ' � � h i' � I, 1' ' ' � ' f� � s ;—;--�---�-----;--- , � �� cn GENTERLINE OF BEA � ��x � -,� � � �i - � � ; � � � NpTE REFER TO EXISTING BUILDING SZ a +I , 1 � _L;� ___ � � IS 5" FROM FAGE aF i �►- 52 !� �� ,t-- ---�---�-- --`- � _J � ;I AND ARGHITEGTURAI. DRAWINGS EXISTING BIJILDING �!� � � °� �� i; ,I FOR ALL DIMENSIONS OF GOLUMN ; i i,� ,� ,; (TYP� � ioX�� I � 0�. � r;' ,, PROJECT NUMBER i ,�1 I ; + LOGATIONS, BEAM LOGATIONS, EDGE I ,I ' � il; lii I� i� OF DEGK ETG `� �� j�C Ij 3 X� � �I +E �sO�J7'.1 O �I�� i � M i I� �; �( MOMENT c�� I � �� 6 d i il I GONNEGTION , � �, I J i �� i ---� - --- �� i j ;� �� TYP. GRID A) Q IOX�� X X� f_'_"i r-� ----- - =---i-- -�----i-��---- i; I� _ 3 , - f ly -----�� ------- -- --------------� � � , � � � - - --- - - - TI�E _�s_-__- __—_----=__= GENERAL NOTES 1 LIVE LOADS USED IN OESIGN E AL� WELDERS SHALL HAVE EVIOENCE OF PASSING THE AMERICAN WELDING SOCIETY � A DECK 100 PSF STANDARD OUALIFICATIONS TESTS AS OITLINED IN AW5-D1 1 M GOfVGRETE SLAB ON METAL DEGK F MINIMUM WELDS TO BE PER AISC TABLE J2 4 BUT NOT LESS THAN 3/16` CONTINUOUS METAL DEGK WITH RE� PLAN B WIND (3 SECONO GUST) FILLET UNLESS OTHERWISE NOTED W�F GONGRETE SLAB NICNAEL HAZARD ASSOC(ATES Q�- 4 BAS IC WIND SPEED SO MPH RE� f'LAN RE� PLAN WITH W W F RE PLAN Co pyright O 2003 2 EXPOSURE B G PROVIOE TEMPORARY BRACING ANO PREC�UTIONS NECESSARY TQ WITHSTAND ALL C SEISMIC OESIGN CATEGORY g CONSTRUCTION AND/OR WIND l.OADS UNTIL ALl FIELD CONNECTIONS ARE C�IPLETEO AND PERMANENT LATERAL SYSTEMS ANO DECKS ARE IN PLACE RE� ARGH. E: ARGH 2 TEST ING, INSPECT IONS AND OBSERVAT I�15 H STEEL FABR ICATOR SHALL NOT RECE IVE AOD IT IONAL COMPENSAT ION FOR SHOP STEEL GHANNEL ~� Z —•- � s x=�s;s•--x—s - Z RE. PLAN ''—� � � � � � � A CONTRACTOR SHALL PROVIDE COORDINATION FOR SPECIAL INSPECTIONS OF THE 0 AWING TIM FOR ANY REVISIpVS TO :RECTION DRAWINGS NOR FOR ANY REVISIONS ,� �- TO P IECE DRAWINGS PR IOR TO ENG INEE�'S APPROVAL OF ERECT ION ORAWINGS. �F ----------- --------------------- CONSTRUCT ION (PA 10 FOR 8Y OWVER) AS OUTL INED iN THE PROJECT STEEL GHANNEL SPECIFtCAT10NS ANO LISTEO BELOW IN CONFORMANCE WITH THE PROVISIONS OF 7 METAL DECK � RE� PL AN L4X4X1/4 HAPTER 17 OF THE INTERNATIONAL BUILOING CODE SPECIAL INSPECTION SHALL 8E EAGH SIDE � PROVIOED 8Y A OUALIFIED SPECIAL tNSPECTING AGENCY AS APPRpVEO BY THE LOCAL A UNLESS OTHERWISE NOTEO, DECK SHALL BE GALVANIZEO STEEL, SHALL BE OF THE WITH (2)-3/4" m BUILOING OFFICIA� TYPE CALLEO FOR ON THE FRAMING PLANS AND SHA�L 8E CONTINUOUS VWERE BOLTS 8 THE FOLLOWING NpRK SHALL BE INSPECTEO BY THE SPECIAL INSPECTOR POSSIBLE. 8 DECK ING SHALL 8E INSTALLED AND ALl OPEN INGS IN OECK CUT ANO RE INFORCED IN STEEL BEAM RE+ PLAN L4X4X1/4 X GONTINUOUS STEEL BEAM RE� PLAN 1 SOiI. PREPARAT I�V (V�IELD TO GHAPINEL ACCORDANCE WITH MANUFACTURER'S STMOARD OETA ILS AND SPEC IF ICAT IONS ��4�� /�� GIOX20 STEEL GHANNEL � ►/�"/FT STA66ER TOP o EARTHYIORK EXCAVAT ION, F ILl ING AND COMPACT ION BELOW P IPE EXCEPT AS OTHERWISE NOTED PLUS I'-O" AND BOTTOM) CAPS AND SLAB ON GRADE C WELD�NG REQU iREMENTS SHALL BE A$ F�)LLOWS AND SHONAV ON ATTACHED TYP ICAL EAGHI END AND WELD ING LAYOUT UNLESS OTHERWISE NO'ED ON DRAWINGS AT EAGH SUPPORT AT S�M. SEGTIOt� METAL SEAL 2 CONCRETE 1 ATTACH FLOOR DECK TO EACH END iUPPORT AT 12 INCHES AND TO EACH DEGK AND IPITERIDR INTERMED IATE SUPPORT AT S IDE L1PS P�US �IE INTERMEO IATE POINT WITH RUN OPPOSITE DIREGTION a STRENGTHNG OF TEST SPECIMENS TO OETERMINE COMPRESSIVE 5/8" DIAMETER PUDDLE WELD PRQIIOE WELD WASHERS AS REQUIRED � O . T .��9 2 2 LONGITUDINAL JOINTS 6ETWEEN AOIACENT F100R DECK UNITS SHALL BE � �0�� b PLACEMENT OF REINFORCEf�IENT. SPECIAL INSPECTION NEED NOT BE FASTENED TOGETHER AT 36' MAXIMUM SPACING WITH 5/8� OIAMETER PUODLE CONTINUOUS, BUT MUST 6E DONE ONCE PLACEMENT IS COMPLETEO ANO WELOS FASTEN FLOOR DECK TO PAaALLEL AND PERIMETER BEAMS AT 24" PRIOR TO CLOStNG THE FORMS ITEMS TO 8E CHECKED INCLUDE BAR SIZE, GRApE, QUANTITIES, SPACING, LAP SPLICE LOCATIONS, EXCESSIVE g N�1-SHRINK GROUT G, f �I � RUST, AND PROPER CONCRETE COVERAGE �� Cj � � O� � �,/� G � I O I �t � :� 3 STRUCTURAL V4EL0 ING A NON-SHR INK GROUT SHALL BE PROV IDE[. 3�q� _ ��_Q• 3/4" = I'-O" N� � � �;.�� O 1 BETV4EEN COLUMN BASES AND CONCRfTE OR MASONRY SUPPORTS '9 �' .. ... �Q' 2 GROUT SHALL BE COMPLETE AND HAIE A M IN IMl1M COMPRESS IVE STRENGTH ��FCQ�O o A�L W'ELOING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION OF 6000 PSI PRIOR TO ADDING BUI�DiNG 10A05 ABOVE EXCEPT THE FOLLOWING• GONGRETE SLAB ON t ) WELOING OONE IN AN APPROVED FABRICATOR'S SHOP IN 9 GENERAL ACCORDANCE WI TH SECT ION 1704 2 Z. W�F L DEGK wl TH Revisions b THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT A ENGINEER�S ACCEPTANCE MUST BE SECUPEO FOR ALL STRUCTURAL SUBSTITUTIONS RE PL AN N O.: Date OUR ING 1MELD ING OF THE FaLIOWING ITEMS, PROV IDED THE MATER IALS, GONGRETE SLAB ON I/4" STIFFENER PLATE QUAL I F ICAT IONS OF WELD ING PROCEOURES AND WELDERS ARE 8 SUBM IT SHOP AND ERECT ION ORAWINGS TD ENG INEER FOR REV IEW OF ALL STRUCTURAL 9/8" STIFFENER PLATE METAL DEGK RE, I/52 � EAGH SIDE VER IF IED PR IOR TO THE START OF Wt7RK; PER IOD IC INSPECT IONS ARE STEEL ANO METAL OECK THE MANUFACTUR ING OR FABR ICAT ION OF ANY ITEMS PR IOR TO RE� ARGH. EAGH SIDE AND PLAN MADE OF NqRK IN PROCRESS; AND A VISUAL INSPECTION OF ALL WELDS NRITTEN REVIEW OF SHOP ORAWINGS WiLI BE ENTIRELY AT THE RISK OF THE CONTRACTOR I IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP RE� PL AN WE L D I NG T—+:-�.t x.�—:—a x x—�'s . Z Y . i a N� i C ALL DIMENSIONS ON STRUCTURAL DRAWNGS SHALL BE CHECKEO AGAINST FIELO AND Z ) FLNOOREANDSROOFLDECK WE`�DINGT EXCEED�NG 5/16" IN SIZE ARCHITECTURAL ORAWINGS STEE L GHANNEL RE� PLAN � RE� A GH 3 ) WE�DING aF STAIRS AND RAILIN� SYSTEMS D CONTRACTOR SHALL VERIFY ALL ASSUME! EXISTING CONDITIONS IF CONOITIONS � " '•s--- x • x =---x T; � Z c ITEMS TO 8E CHECKED ARE THE CERTIFICATION OF THE WELDERS, ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER WELDING PROCEDURES, MATERIALS, VISUAL INSPECTION OF WE�D SIZE, ___________ _____ __ ____ ____r�_ �� LENGTH, QUALITY, OUANTITY AND SPACING GIOX20 STEEL STEEL GHANNEL—�' � 4 H t CH-STRENGTH BOL T I NG GHANNEL : L N O STEEL BEAM 3�8�� O a MHILE THE WURK IS IN PROGRESS THE SPECIAL INSPECTOR SHALL RE� PL AN DETERMINE REOUIREMENTS FOR BOLTS, NUTS, WASHERS ANO PAINT; - 80LTE0 PARTS; AND INSTALLATION ANO TIGHTENING IN SUCH STANDARDS `� i 3/4' X 8 3/8" x I'-2 3/8" ARE MET SUCH INSPECT IONS MAY 8E PERFORMEO ON A PER IOD IC BAS IS WtTH CfF)-3/4" m BOLTS L4X4X1/4 EAGH SIDE _ � IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1704.3.3 THE WITH (3)-3/4" m BOLTS � � i ��" GAP PLATE SPEC IAL INSPECTOR SHALL 08SERVE THE CAL IBRAT IqV PROCEDURES STEEL GOLUMN OF � � � WiEN SUCH PROCEDURES ARE REdU IRED BY THE PLANS OR i_� 3/8" PLATE AT GENTER IN�IXB3 BAGK TO BAGK STEEL BEAM RE, PLAN i LINE OF GOLUMN ON SPEC I F ICAT IONS AND SHALL M�V ITOR THE INSTALIAT ION OF 80LTS TO AND TAPER 'i" LEG � ' BEAM GENTERLINE DETERM INE THAT ALL PL IES OF CONNECTED MATER IALS HAVE BEEN I/4"/FT. Tp BOTTOM ' AT 51M SEGTION ORAIMI TOGETHER AND THAT THE SELECTEO PROCEDURE IS PROPERLY � 1" "1" , I I/�" -F--STEEL GOLUMN usEO TO T tGHTEN ALL BOLTS PROJECT NUMHER � GOLUMN TURNED 90 RE, i/SI AND ARGH. 3/8" �6057.10 C STRUCTURAL 08SERVATIONS 1 STRUCTURAL ENGINEER MAY MAKE PERIOOIC OBSERVATIONS OF THE �� CONSTRUCTION, SUCH 085ERVATIONS SHALL NOT REPLACE REOUIRED �" INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL THE INSPECTIONS" AS MAY 8E REQUIRED BY CHAPTER 17 aF THE INTERNATIONAL BU��DING COOE `° ( 3 FOUNOAT IONS S� � � I O� � � � �j f O� 2 M�'ZZAL UNA 3�4• - ��-o� 3�4- _ ►�-o�� PA TIO A MICRO PILE CAPACITY ASSUMEO IN DESIGN 40 KIPS � PROVIOE CALULATION 8Y COLOLRA00 LICENSEO PROFESSIONAL ENGINEER , The Lion Square Lodge ' 8 SO IL PRESSURE ASSUMEO IN OES IGN � 2000 PSF V81I, CO101"8C�0 C THE CONTRACTOR SHAI.L RETAIN A LICENSED SOILS ENGINEER TO VERIFY SOIL CAPACITY ' - SOILS ENGINEER SHALL VERIFY IN IhRITING THE ACTUAL CAPACITY IS E�UAL TO OR GREATER THAN ASSUMED � 0 CENTER ALL P IERS UNDER COLUMNS OR GR ID L INES UNLESS OTHERWISE NOTED ON PLANS GONGRETE SLAB ON META� DEGK RE� PLAN . METAL DEGK RE� I/52 AND PLAtJ 4 CONCRETE RE: PLAN ' A ALL CAST- IN-PLACE CONCRETE SHALL BE MAOE WITH TYPE I /It PORTLANQ CEMENT , STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS t CONCRETE ITEM F'C M IX TYPE �AAX W/C RAT 10 9; A IR REQ � ARGH - MI CHAEL EXTERIOR CONCRETE (•+) 4500 ps� STO 0 45 6�-8� � x= x�---t;.+..x� : Z . FOR ALL CONCRETE SUBJECT TO SULFATE ATTACK OR P�SSIBLE CONTACT WITH ROAD STEEL GHANNE L—� o �� HA ZARD � W/C RAT 10 SHALL NOT EXCEED 0 4 RE: PLAN o A SSO C�A TES ° Architecture •• MAXIMUAI SLUMP SHA�L NOT EXCEED 4 ' Planning 8 CONTRACTOR SHALL SA1hCUT OR TROWELCUT JOINTS IN SLA85 ON GRAOE PER Interiors ARCH ITECT TO MATCH EX IST ING SAWCUT OR TROWELCUT 1 /4 OF SLAB DEPTH X 3/16° �4X4X1/4 EAGH SIDE STEEL BEAM RF: PLAN WIDE WITH IN 12 HOURS AFTER POUR ING CARRY ALL SlAB RE INFORCEMENT THROUGH WITH C3)-3/4" m BOLTS P.O. BOX lOF)8 �o i r Vail, Colorado C SLABS, TOPPING AND PILE CAPS SHAI,L NOT HAVE JOINTS IN A HORIZONTAL PI.ANE 816 58 A�L CONSTRUCTION JOINTS SHALL BE AS DETAILEO OR AS REVIEWEO BY THE ENGINEER 970.94 9.4958 9?0.949.4838 F'ax D A1.L CONCRETE WORK ANO RE INFORCEMENT DETA IL ING SHALL BE IN ACCORDANCE mhaf�vail.net WITH ACI BUILDING CODE 318 LATEST EOITION, UNLESS NOTEO OTHERWISE USE STANDARD HOOKS FOR DOYMELS UNI.ESS OTHERWISE NOTED ALL ExPOSEO EDGES OF CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER 5 REINFORCEMENT I A ALl REINFORCING SHALL BE HIGH -STRENGTH DEFORMED BARS CONFORMtNG TO ASTM �./� C � I O I �1 � A615, GRADE 60 EXCEPT T�ES, STIRRUPS AND PLATE ANCHORS WiICH SHALL 8E DEFORMED 8AR5, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60 3/4" = I'-O" B WELDEO WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE ISSU B Dates LAPPED ONE FULL MESH AT 5 IDE ANO END SPL ICES ANO WIRED TOGETHER April 14, 2003 Des�qn Rev�ew C RE INFORCEMENT PROTECT ION• W�NF RE EPL NB ��TH ,JUIy I, 2003 Internai Review 1 CONCRETE POUREO AGAINST EARTH 3 ' 2 CONCRETE POURED IN FORMS (EXPQ5E0 TO WEATHER OR EARTH) 2" METAL DEGK RE� PLAN AUQUS�. (o, 2003 PflCinp 3 SLA85 � - � /2' Auaust 20. 2003 Addendum ul RE: PLAN D RE INFORCEMENT PLACEMENT ANO TOLERANCES SHALL BE IN ACCOROANCE WITH EXISTING GONGRETE September 30, �003 Revise SECTIONS 7 5, 7 6 AND 7 7 OF ACI 318, LATEST EDITION SLAB-ON-METAL DEGK (�/ERtFY) Deck C1P1d BP.Cr't15 E NO SPLICES OF REINFORCEMENT SHALL 8E MADE ExCEPT AS OETAI�ED OR April 19, 2004 Foundatians and , AUTHORIZEO 8Y THE STRUCTURAL ENGINEER �AP SPLICES, WiERE PERMITTED, SHALL BE A MINIMUM OF a8 8AR DIAMETERS FOR �6 8AR5 AND SMALLER AND SHALL 8E A �i—'"'� "'""�''"''-= Dimert5i0n5 CGnSkr"uCtiOn MINIMUM OF 80 BAR DIAMETERS FOR �17 ANO �y8 REINFORCEMENT UNLESS OTHERWISE NOTEO MAKE ALL BARS CONTINUOUS AROUND CORNERS , ----- -------- DOCUrYleflt5 , s STRUCTURA� STEEL f'lav 6, 2004 � Eliminate A ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WiOE FLANGE BEAMS a Micro-Piles YWICH SHALL CONFORM TO ASTM 992, (50 KSI) STEEL SUPPLIER MAY PROVIDE ASTM • A572, GRAOE 50 AT HIS OPTION MISCELLANEOUS EMBEDOEO ITEMS SHALL 8E A36 STEEL � STE EL BEAM RE. PL AN 8 ALL STRUCTURAI BOLTS SHALL BE A325N INSTALLEQ TO A MINIMUM SNUG TICHT CONOITION A�L ANCHOR BOLTS SHAI.� CONFORM TO ASTM A307 UNLESS NOTEO E XtSTING BAR OTHERWISE JOIST (VERIFY L XbXI/� X BEAM END GONDITION) WIDTH WITH (�)-3/4" m BOLTS THOU6H BOTTOM C STRUCTURAL STEEL SHALI. BE OETAILEO AND FABRICATED IN ACCORDANCE WITH THE EXIS7ING STEEL FLAN6E OF BEAM LATEST PROV IS IONS OF A ISC "MANUAL OF STEEL CONSTRUCT ION " BEAM (VERIFY) PROVIDE ISOLATION PAD AND RE: ARGH. D UNLESS OTHERWISE NOTEO, USE STANDARD FRAMED BEAM CONNECT IONS WITH STEEL EXISTIN6 STEEL h/ERIFY EXISTIN6 � BOLTS PER AISC °MANUAL OF STEEL CONSTRUCTION TABLE I I -A AND/OR AISC SIIvIPLE GOLUMN (VERIFY) GONDITION AND SHEET NUMBER � SHEAR CONNECT ION MANUAL WITH A 325-N BOLTS OR WELDED EQU IVALENT SELECT PROVIDE O�t SHOP °- CONNECT lON TO SUPPORT 609. THE TOTAL UN I FORM LOAD CAPAC I TY FOR EACH G I VEN HorE� PERPENDIGULAR DRAWING FOR ENGINEER �, BEAM ANO SPAN FOR NON-COMPOSITE MEMBERS STEEL SUPPLIER MAY SUBMIT REVIEW o � BEAMS OMITTED �o ALTERNATE CONNECTION DETAILS ACCONPANIED BY CALCULATIONS STAMPED BY THE WT 4X12 (GUT TO FIT o REGISTERED PROFESSIONAL ENGINEER RESPONSIBLE FOR THE CONNECTION DESIGN AMD WELD TO WEB " � FOR ENG INEER�S REV I EW AND FLANGES OF v i� ^ � � � r O� � EX15TING BEAM '` Qi n :� I �0 a� 3/4" = 1'-O" i� =o� R / s � / � Fixture Schedule MICHAEL HAZARD ASSOCIATES Copyright O 2003 / �` SYM FIXTURE TYPE MANUFACTURER MFGR. NO. NAME FIN I.AMP I o WALL SCONCE TEKA BWM-2118 NAT. �� WALL �P�CAST (I) 75w PAR 30 -� �°�=a�� c� �� / � 8i � SIGN LIGHT 8 K LIC,NTING SN—B—BLF9— SIGN STAR BL4CK 40 DEU FLQOD '� ? s,� a '� 24—A—PCT� EXN (50W) MRI6 � �„� � � �' ,�?�;, �� .� � � 'w* ;�"'� -' � o I / / � ^ � � �� I I ^ �j a � c'a°'s'4"'�e �41�� —t [{I p ',�e,¢.�`:�Y. d�� \ � 7 � ' o ��? � �� s/` f„� �• � ELEGTRiGAL CANTRAGTOR TO PROVIDE FOUR (4)NB�J y��,L�`��.�`•D.�, EMPTY MEt'AL CONDUITS AND SLANK SOXES (IN F�CE �.,"�D a�C� ,N OF SOFFIT) FOR FUTURE REGHJIREMEN75. A55UME ��-' f `_a _- �� b� �5�..or AYG. 30'-0' RUN TO IN'TERIOR TERMINATION. �` ' ° SEAL - - - - — - - � + � , o � 'i ` � � � � � W � � �- -� J \ � � ' � \ -. � Revisions � , +X No. Date � � `� .� � l ;� . . . , � � + � CONN NEW LIGNI'ING 70 p IXISTI GSWIGNE(S) . /. , o ' � + , I • �',. Nr FixruRES � +�e� . . . W� — — — "' PROJECT NUMBER MOUN7 DUPLEX OUTLETS PROVIDE NINE (9) 4' (��G�) BELOW 80'TTOM WATERPROOF DUP Fl2AME OF D(IS71NG OUTLETS, MOUNT U ER WINDOWS � 7NE DEGK STR � THE P — — — — N MEZZAL UNA . �.� °W P PA TIO , ,. . , — � The Lion Square Lodge � Vail, Colorado •'. . P W P W P � ' '�i� •. � _ _ --., � I MICHAE.� , HA ASSOCIATES ' A B C D Architecture Planning Interiors ' P.O. Box 1068 Vail, Colorado i 81658 970.949.4958 970.949.4838 Fax mha�vail.net ' � P,d,�'"10 L��/�L �L�C�RIC�AL �L�,N ►�s" _ �'-o° Issue Dates April 14, 2003 Desiqn Review July I, 2003 Internal Review Auc�ust 6, 2003 Pricmq AuGust 20, 2003 Addendum I February 5, 2004 SHEET NUMBER . 0 � � e .- ^ � ' � _ 0 � , � h , _ � ' ,. _ , , ' ., , ', . . ` �, , ' � A . 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' � . , , , . , _ - � , , �ie�� _ - � �m . - � �9 t � . . . � � � - , - - - � , � . , LL , � f . o , , ' � Y ` , � � ' ' S - ' n � r - � � .� � � 1G��-1m��o A � � . � - - _ - . � , � � u � �� , . _ � ��►� 9 � � � . _ ,- ; k . ° � Y 0 0 � s _ ' � a.. � - � _ � � . 11�� - . - � - , , , . � _ . � � � .e = - � . . - � . � � _ , _ _ ; � . , _ _ , . , . . � ; � � � � � � - � _ � - _ � � � � � � , � � � � � � . � �� - � - � � �. ��. � � � �a � � _ � _ _ � s , . . . a ; � , - . , , . � , , .. � _ _ , � _ . y . � � _ O�TER � ARCHITECT � STRUCTURAL ENGINEER � � � - � ; � ' , ° ., ' . _ ' � ,` � � � � � , _ _ . Mezzaluna � � Michael Hazard ' Monroe Newell � � � � j ', _ Mr. Deryk Cave _ � Associates � Peter l�onroe � ' � _ _ ` � ° 624 East Coo er � P.O. Box 1068 � � - ; � _ " Aspen, Coloradop81611 Vail, Colorado 81658 � P•�• B� 1597 _ � � � ` . Avon, Colorado 81620 w , - � � 970.925.5882 Ph 970.948.4958 Ph � 970.949.7768 Ph ` , � • � � ; � 970.9253423� Fax . 907.949.4838 Fax 907.949.4054 Fax � � ' ' r - , - , , � 1 � r ' � w � � � , � 1 4 , , � � Y , . � . Y Y % � � 2 ' ^ ' I i � � � . . ( � x ABBR�E�VIATIONS � � � � . �, � � . S�HEET LEGEND " ' � - � � _, . � . ; � � , � � - , � . k , ° , Cover Sheet / General Notes _ n�, Above Finished Floor CT Ceromic Tile GA Gauge � Moaonry RCP Zeflected Ceiling Plan � TB Towel Bor ` , ?,. �l �.1 Floor Plans ALUM Aluminum � CTR Counter GALV Galvanized MATL Moterial RU toof Drain,� Road TEI. Telephone � � ; ' ALT Altemate CU - Cubic GL Gloas . MAX Maximum RE: Zeferonce TEMP Temperod " ; ' _ A 2.� Exterior Elevations ANCH Mchor DEG DegreA ' GYP Gypaum ' ; ' � APPROX roximate _ DIA Diameter HB Hos� Bib - MECH Mechontcal RECPT teceptacle TdcG Tongue dc Groove ° ° � � � A 3.1 Details �p MED Medium REFR tef�igerator TSTAT Thermostat " ' > � _ �� ' , , ARCH ArcFtitecture � , DIM Dimension HDWR " Hardwcre MIN Minimum REINF teinfonce(d)� (ing) THK Thick 1 " � , � ` E 1.1 Electrical Plan AUX Auxiliary.. _ DISP ` Di$posal HM Holiow Metal M I S C M i s c e l l a n e o u s R E Q'D t e q u i ro d T H L D Thres ho l d ' . A P P R O�� ' , � - � r ` B D B oard DN Down HOR1Z Horizontal t S 1 F o u n d a t i o n f F r a m i n g P l a n s / D e t a i l s B�ICG Biocking DTl Detail HT Hei ht �- Me ta i R E S I L Zea i lian t T.O.�T/ Top Of Ccmmunity Developmeht � � _ w ' ' 9 N{C Not In Contract REY teviaion(s)� ,Revised T.P.H. Toilet Paper Hoider ` De a�tme�t � , S 2 General Notes/Details , BM Beam DWG� Drowing HTR , Heater NOM Nominal RM toom N Televiaion " , p ' ' � Y , . , , BOT Bottot�n EA Eoch ID lnstde Diameter Buiiding Safefi� & �nspeciion < < ' ,.� � ; BRG 8eoring EJ , Expansion Joint IN Inches' _ � Not To Scale RO Zough Opentng TYP 7�yp�coi � - Servis,�3 ` OC On Cente s SAN 6anita � - UNFlN Unfinished f ` - � BSMT Bosemer�t � ELEC Electri� cl) 1NCL Include(d) OD Outaide Dlameter SC tolid Coro UON Unless Otherwise Noted . TD�OF Y� - ' � �{ � � BUR Built' Up Roof ' ENCL Enciose�aure) 1NSUL Inaulotion �, � - � - CAP Ccpacity` ` EQ Equai INT � ' Interior OPP Opposite SCHED Schedule VENT Ventilation 8eellea 106.4.3.Odh1!1�I1��MIr�hlidit7 of permit�'l7�e issuaoo� �' i � � , CJ Control Joint , EQUIP EQUIP JT Joint PERF Pe�forate(d) SHT Sheet VERT Vertieal or�ntiag of a peemit ar�pprovtl d�.pledfleations and evmputanao� n C/L Cente�iine�- EXT Exte�for , KR Kitehen P� P�Ot° SHTHG Sheething W/ �th od�er ordinana of the orisd�ai . dnU not ba�d q 6e�peemit 1bR ar�n approva!of.anp violatwn d ' � �, ` � CLG Ceilinq FD Floor Droin LAM Lamtnate � PLYWD Plywood SIM Similar WC Water Closet �°�'0f�nep`°v�'iom°rd�°°a°°r°��qr 3 °� , F ' POL Polished SQ S uore WD Wood ��P��m i��+�4'a�o°or canal the provisions of thiR . 3 k , , _ CLOS Closet ` FDN Foundation LAV Lavatory q eode ocether eedio�ooa of the jmi�dia�ioa�au na be��,�. f � . � , . , ClR, Clee�(ance) FlN Flnish ' x LiN� Unear � Painted SS Staintess Steel - W/0 With Out ��ot a permit baaed on pYnt.�peufic�hoas and otha data chd! - ' ' F - P'F Paint STD Stcndard eot prov,ent the buildin ' ` , CMU , Concrote Masonry Unit FlX Fxturo _ LIQ Liquid PVC Polyvinyl Chloride STL Steel � Wei htroofing g o�;��y,,;�;,,��„� . - �, � 4 " ' - � COL Column - FL/1SH. Floshing . L? I.ight QT Qua Tile STOR Storv e 9 dro�s m said plans,apec�ficanona end other data,or trom preventio=buiWio� �•' � CONC Conerete F1.R �IOOr MAS Maaon � 9 WWF Welded �ro Fobrie pperations bemg camed on thezunder��a,� m aru,latioa o[this eode t+td � . ` rY QTY - Quantity STRUCT S�UCtUrGI y(� YOI'd �ny ather�rdman: cf °w�!sdiM�r� . ; ` ' r - " " CONT Continuous FT �� Foot (Feet) MATL Matanol RAD Rcdiva SYM Symmetricai � �, � � - � � � -�� , ' � � E . � � � D 3 - � � _ � � , !NITlALS: DATE: • r . . - ,.��r I�• F � GENERAL NOTES � ' - - - , � C n° - _ � � � ` _ o�� D h � � x��, -..�. ,��. .. � _ I" -_ 1 ' , � � - , � � - r � - �� • 1 � �; � , � GENERAL PROJE�'f NOTES 13. THE ENGINEER'S SELECTION OF b1ATE121ALS AND DETAIIS DOES NOT RELIEVE THE CONTRACTOR FROb( , ` ' � ` ° ' VERIFYING WITH THE MATEf21AL SUPPUERS THAT THE PROPOSED MAtER1ALS ARE CORR�CT AND 6. STREEf PAVING SHALL BE PROTECTED iROM DAMAGE, AND 1F DAMAGED� SHALL 9E REPAIRED/ I 1 ; � PROPE,R FOR THE INTENDEO APPLICATION AND USE. , REPLACED TO THE TOWN OF VA�l.'S SA�1SFACTION. ��--1 � 'TOr � � � � ` , , ' 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND STANDARDS. ALL WORK SHALL BE IN � 1� �r� �r eI tGGt..� �,�r" � _� � ' ' , CONFORMANCE WITH THE GUIDEIJNES AND CODES ADOPTED BY THE 70WN OF V/Ul. - - � , ` � � ; ; 14. ALL MATERIALS ANQ EQUIPMENT THA7 IS INCORPORA?ED INTO tHE WORK SHALL BE NEW AND OF THE 7. PROPOSED ELEVAT10NS INDICATE FlNISHED CONDITIONS. FOR ROUGH GRADING ELEVATIONS, ALLOW � - ` 2. EACH TRADE CONTRACTOR SHALL VISIT THE SITE AND BECOME KNOW'LEDGE48LE OF CQNDf110N5 , BEST QUAUTY SPECIFlEO. ALL WORK PERFORMED'SHALL BE DONE !N A WORKMANLJKE MANNER ONLY FOR THiCKNESS OF PROPOSED SLABS ,�ND SUB-BASE MATERIAL AS SHOWN. �� "'�� h ��'�'"e '�'�Il�, iJ�� ' � THEREIN. �J1CH SHALL INVESTIGATE, VERIFY� AND BE RESPONSIBIE FOR ALL REQUIREMENTS OF THE � P�SONS SKILLED IN THE 7YPE OF WORIt Ta„8E PERFORMED, AND IN ACCORDANCE WITH ALL � ` � ' APPLICA61.� CODED AND ORDINANCES. �Q. , See (^� i E PROJECT AND SHALL NOTIFY THE ARCHITECT OF ANY CONDtTIONS REQUIf21NG iNFORMATION BEFORE , _ , � ' 9. EVERY EFFORT SHALL BE MADE TO MANTAIN AREAS OF THE SITE� SHOWN NOT TO BE DISTURBED. �'� t `� _ - � r F - PROCEEDING WITH THE WORK. TAKE SPECIAL NOTE THAT ELECTRICAL AND MECHANICAL DEVICES 15. AT�AlL TIMES THE PREMI5ES SHAt.I BE KEPT CL�4N FROM T1iE ACCUMULATION OF WASTE REMOVAL OF INDIGENOUS PLANT MA'rEfU1LS ONLY AS REQUIRED FOR COMPLEi'ION OF THE WORK.� �' � V t , � r. � . PLUMBING FlXTURES AND REGfSTERS ARE SPECIF'ICALLY LOCATED. LOCATION OF FRAMING MEMBERS ' MqTERWS qNt� pEgRIS� AN� UPON COMPLETION OF THE WORK SHALL REMOVE AL[. WASTE � � f' , - , MUST BE COORDINATED WITH THESE ELEMENTS TO ASSURE EXACT PLACEMENT. MqTERIALS AND RUBBISH, AND LEAVE THE WORlf IN A BROOM CLEIW CONDIT101�. UNDER NO � . , . _ . , � : � - 3. ANY UTILI7Y SHUT-OFF"S AS REQUIRED BY THE CONTRACTOR FOR COMPLETION OF THE WORK� SUCH CIRCUMSTANCES IS FOOD-TO BE lEF1' OUf IM THE OPEN UNLESS IT IS PROPERLY WRAPPED �?]�ALA�YTs� ' ; " AS ELECTRICAL, GAS� WATER. SEWER, ETC. MUST 8E SCHEDULED WITH THE APPROPRIATE UTILITY M1D STORED IN A SUITABLE CONTAINER. UNFlNISHED FOOD SHALL BE 7HROWN OUT IN A � ' - � ° � - , � COMPANIES PRIOi? TO COMMENCING WORK. , ^ COM'AINER VVITH A.TIGHT FlTTiNG, CQVER ANQ REMOVED fROM 1'HE SITE AT LEAST ONCE PEF2 WEEK, �, q1„� SEALANT JOINTS SHALL 6E S�ZED �UCH THAT 'fHEY WILL 6E WITHIN THE MAXIMUM/MINIMUM SIZE � ' � � , v 16. AU: CUTTIN� AND PATCHING ltEQUIRED DIRECTtY OF INOIRECTLY 8Y THE SCOPE OF WORK �N THEIR INSTALLED POSITION AS RECONMENDED BY THE MANUFi�TURER. � ��YL R�V��CJ �d�?�'3 � �� h r ' , 4. DRAWINGS ARE TO BE ISSUED TO THE SUBCONTRACTORS 6Y THE CONTRACTOR IN COMPLEfE SETS 9 ° ' ' pORTRAYED !N THE� CONSIRUC710N DOCIJMEM'S SW4t.L BE INCLUDED IN THE CON?RACTOR'S ' � � �� ` ° � � THAT THE EXTENT AND COORDINATtON OF WORK IS MADE POSSI6LE. ' PROPOSAL Al.t. SURFACES ARE TO BE RETURNED TO THEIR PRE-CONSTRUCTION APPEARANCES. 2• DEPTH OF SEALANT JOINT SHALL NOT IXCEED 1/2 THE WIDTH OF THE JOINT. ' � ` � � �or Ccc�2 �L�.IY'�M�P�'s ` ° . � 5. DETAILS SHOWN ARE tMENDED TO BE INDICATNE OF THE PROFlLES AND TYPE OF DETAIUNG � ��E EXiST{NG MATEftU1LS��AIVNOT BE FOUND OR PROPEf2LY MATCHED THE ARCHITECT IS TO BE - , r , � . � � � � NOTiFlED PRIOR TO EOMMENCEMENT OF THE WORK. , 3. ALL SEAtANT JOINTS $HALL I�AINTaH CdMACT WITM THE ADJOINING PAR�5.W�ITHIN ALLOWABLE � - - 3 y � - ' REQUIRED FOR THE WORK. DETAILS NOT SHOWN AR� SIMILAR IN CHARACTER TO THOSE DETAiLED. , , , ` DIMENSIONED CHANGES IN THE THE JOIJT SIZE. ALL SEALANT JOINTS SHALL MAINTAIN DURA81U7Y � . ' . ' ` � ` � ' y � ' SITE WORK � - � ` ' � � AND INTE�RiIY UNDER ALL SPECIFlED pNDITiONS AND CONDITIONS OF THE LOCAL.RY WHERE THE "" � 6. WHERE SPECIFlC DIMENSION, DETAILS, AND DESIGN INTENT CANNOT BE DETERMINED� NOTIFY THE > > , � � PROJECT IS LOCATED. � � � � l � ' � AFtCHtTECT IN WRITING BEFORE PROCEEDING WITN ANY WORK 1N t1UESTION. � � ' ' � Y � - • f�- � ° ' ' - . � . , , . 1. ' ALL EXISTING 70POGRAPHY. UNDERGROIiND UTILII'IES� STRUCTURES. AND ASSOCIATED FACIUTIES - � - � - � SHQWN ON THE DRAWINGS HAVE_BEEN DRANM FROM AVAlLABLE SITE SUF2VEY. THEREFORE. 4• �LI- SEALANT JOINTS SHALL BE INSTAU.Ed WITH THE APPROPRWTE JOINT FlLLER. � _ �� . , .'. , � ' ' � 7. DIMENSIONS SHALL GOVERN. DO NOT SCALE- �RAWIN6S. THE'CONTRACTOR SHALL NOTiFY 7HE : � r " � � � , ARCHlTECT IN WRITING OF ANY DISCREPANCIES� OMISSIONS, ANDJOR CONFUCTS BEFORE PROCEEDING '�aR LOCATIONS AND` �LEVATIONS MUST BE",CONSIDERED APPROXIMATE ONLY. THERE�MAY BE 5. PROVIDE CUSTOM COLOR FOR SEAIANT EXPOSED TO VIEW FROM THE MANUFACTURER'S FULL RANGE ' � ' � � ` V ' � - - WITH T}iE WOF�K. '� � , � OTHER FAC1U11ES. THE #�(ISTENCE OF WHtCH MAY NOT BE PRESENTLY KNOWN. CONTRACTOR IS TO OF SELECTiONS, AS SELECTED BY THE ,IRCHiTECT. ` � � � ' � ' � VERIFY ALL, EXISTING STRUCTURES AND FA�iI(riES AND IS TO N011FY THE ARCHRECT OF ANY ,� - - � . - � ' ' ' ' ' � � DISCREPANCIES PRIOR TQ STARTING THE WORK. - � � � , . � _ 8. ALL DIMENSIONS SHALL BE VERIFlED ON THE SITE BEFORE PROCEEDING WITH THE W4RK. NdTIFY TNE � - - � 6. THE SEAUWT MANUFACTURER SHALL VERIFY THAT ALL SEALANTS USED FOR THE EXTERIOR WALL � � ARCHITECT IN V4IRITING OF ANY DISCREPANCIES. ' � ARE CORRECT FOR THE APPLICATION SFOWN AND WILL BE COMPATIBLE WITH EACH OTHER BEFORE, � � , 2. NO BURNiNG OR INCINERATION OF RUB6ISH�OR �GRU6BED VEGETATION WILL 8E PERMITTED ON THE DURING AND AFTER CURING. - - ° " { � ' , � 9. UNLESS NOTED OTHERWISE, AlL WALLS AND PARTITIONS ARE DIMENSIONED TO THE FACE OF THE S��' ' � � � � � ' ; � , _ °, , � S1UDS SUPPORTING THE WALL. � � < ' - ' � y � ; � � � ' 3. CONSYRUG110N Oi�ERATIONS SHALL 6E CONDUCTED �IN SUCH A WAY AS TO PREVENT TRACKING OF INSULATION AND VAPOR BARRIER � ' � �; - 10. UNLESS NOTED OTHERWISE, ALL FASTENERS AND FASIENING DEVICES AR� TO BE CONCEALED IN ALL MUO OR SO1L ONTO PUBUG THOROUGHFARES. AT THE END OF EACH DAY THE CONTRACTOR SHALL y � �' S FlNISHED SPACES. � ` Cl.E�4N UP ALL MUD OR SOIL WHiCH HAS BEEN TRACKED ONTO PUBUC, STREETS. 1. ANY TNERMAL INSULATION OR VAPOR BAZRIERS WHICH IS REMOVED OR DISTURBEO DURING CONSTRUCTION - � � SHALL BE REPLACED y � � 11. ALL DISSIMILAR METALS SHALL BE EFFECTNELY ISOLATED fROM �4CH OTHER TO AVOID GALVANIC 4. 'ME CONTRACT012 SHALL FlELD CHECK ALL DIMENSION5 AND ELEVATIONS AND VERI�Y THE LOCATION � r . _ ACTIONS. • , , AND ELEVATION OF D(ISTING UTIUTY UNES AND STRUGTURES TO BE CONNECTEp TO THE WORK. 2. SHOULD THE SOFlT ADD-ALTERNATE BE CHOSEN THE CAVITIES SHALL BE PROVIDED WITH CROSS - ' ' ` � " ` � - ' 12. ALL EXTERIOR FERROUS METAL WORK LOCATED ON EXTERIOR OR IN NON-CONDITIONED INTERfOR DISCREPANCIES SHALt, BE REPORTED TO THE ARCHITECT IMMEDIATELY, VENTILATION WITH A MINIMUM OF 5 SQIARE INCHES A7 EACH OF TWO OPPOSING LOCATIONS (V.I.F.) � ' + � � ` ' � ` SPACES SHALL BE HOT-DIPPED GAI.VANIZED (EXCEPT FOR ORNAMENTAL METAL(S)). _ ' ' � � ' ` , ; � , - - � - " 5. ALt�SEDlMENT SNALL BE PREVENTED'FROM EMERiNG M4Y D(IS11NG STORM DRAINAGE SYSTEM. THE � ° ' � � ' E � , � " CONTRACTOR SHALL BE SOI.ELY RESPONSIBLE FOR REMOVING SEDIMENT AND DESRIS FROM EXISTING _ �,+�� r��L � ' ` '` �c , t AND NEWLY CONSTRUCTED STORM SEWER5, PIPES, DRAINAGE STRUCTURES PRIOR TO FlNAL ��It�N R�VIE� � , , COMPLEIION. ` ' . " , � . . � � � , � ' � _ _ - ' , r � - , , �TAFF �►F'PROVA� , ��F'�� ' . ` � � � � . � � � - � � _ - �a��e �'� aa•� � �_�� - - Au� �� - � �. , � . - . � � � � a � �� , ' - �� / v i � _��v�r��,��; , � _ � . � . � - ' - � . t - , y , � E � � ' - � � , _ � - � ' , ' , . s - _ , ' " ' — , - . ' , � _ . � ` ` , ' ` _ , ° - ' . , , _ ` t . � ' , — . � , _ , , , � , , , , ` � � � , � . ' p , , � — a , . . . � ,, , , _ ` — _— , . ' , , _' � � � , � ` ,. � » � ' . " —. _ ' _ ` - - , ` _ � - _ ' ' . , . . , , � ' , � , � ` _ , . . . , �, , ' , ` �� ' � � " , ' � ,9. ` ° - - , � � ' ' ` , , , � � - „ ` � � , " . � r . = , � � ` . , , ��q3Z• , � . , � -, . - .. . - ` _ ` . _ " � ' , - � _ � . � ; ' � - , � �� - ° � -� � - .� . ' � ` ,� : _ `_ � ' � � � �' . " -' • '� � � " � "� PROPOSED EASEMENT � ` � - � . - PROPOSEI� EASEMENT � � ` - � , ' . � ' ,' � . ' . �, — �._ .� — .,r,,�_ — — �� ,.. :— �--�- . � r- — — — — — — — — — _._._. .:.. ._ - . , � � ' � ' � ' � � 5q5' . .�� , . , � , q.5' � � � � ' r . - � ` _ , . � ` . , � ` F . - , ` � , � , ° � 5 , `_ � ` , ; � � �` _ � � . � � ' F 5 . c�o�ht c�3 ssocrA�s - . �, k I _ Y 4- -, * , ,� , ` 4 � 2.I � " , ' � ' �, ' � ' ` � .1 " � - � ' _ ,,,�; , , . . ' ' ° ` . �� , - � - _ - � � � . ;a,� - � ._--- � � _ > � . • � - , � —= . - F C 0� � :T � ; � � . , ' . _ .. _ - � � ., Q` � � ,-- ,' � � , � ' - � ,,o � - � �- --' � �' ,� � ` � � � ` T " - � WALK � ,� aa � �" . . V � . - , _ � , , ^ ' �— �-�' � � `-* `� y � - ,_ ,� 1 � �, , a , � � _..-; �, _ � , , - - --- � - � , �,� �a � � - _ , � � � � � �o , _.-- -- � - ° - _ � � � � . . P , , J --� � � �' C-37 . ��'a - � " ` � � . , � �� : I+ `�" ,� �o= -'r I _ , ' ' , � � � � � � � " � ti �� f � � � ; . - . s - � . � . + � � � � EXISTINCY TIE WALLS TO I � . , ' � � , � , _ � � ��` ' Y . ,` , � ' K , ' , _ ' BE RETAINED FOR NEW , . , /� . �s" �� / -• � CONGRETE WALK , '' , \ \ �'} ` � �� ,�� . . .� ' ' , � "`- ' , � \ "�--� . ��.��`� f � � f i. � s ' � � � ° WALK , . - , , . �- . M � , . sii� - /' aii� _ .. � ; , � . _ _ . — _ .=._._. ._ � � _ _ ._ � / ._.. — � — - � _ . � �� _ , ` IXI ING CANOPI' _ - ..�� . �� - � � .� .�. .�� - � - �- �� / - �_ ...-�- "'"' _"_ ( SL''�, � �f . 4 : �, ' � -}- ' ' " , ° � ` � � DN (p 70 E REMOVED , '-"- ' IXISTING TIMBER � � �. . / ' TIE-WALL TO REMAIN � , ( r , x � . � . ., � 1 �p � ____ --- ____ : � � ,,,,.- -- ._ ____ _.__ — --- _ - ' -' - �_ � � , °� � .- � r . � � � , � EXI ST I NG //' _—, �— --� -r�cortc s� , _,.._,� — � .._— - : t � � -� �- EL.= +8118'-4 1/ . / / _ � /C,OI�IC SLAB , PASSAGE IXISTING CANGRFTE TO �-- ��' , , � � 8E REPI.ACED W/ NEW t�Elj CANpp( �_ _�., ---- ` , 1 , � � r J �, _.._-_ , EL.• +8118'-4 t/ t . F' _ � ._- � , r CONC. TO MATCN PATIO DCIS fNG�� J �. �_ �_ . , - i l� 6 � — _� , - , , � , � a --'-� a � W-� ° � , tn T� o �--- ��w �o,-rio t f � �, 1 .� �____ -- � .,.—. --- . _ i _____. . . , , � < < ` � � �f� F1.D122 - 4 I/2 .-- -'""._ ---- I " � ��V � • � / �'"""' ---" . , , _ �e - : ,�h / '� (I Y2 BELOW t/ F.F ! D!i .Rt'F;'j"' y- �( � � � `^ \ , �� ) .v ,-� > , ", • , � . ' ` . � DN �+rri�TR�s 8110 , ��`J��`�� , � --'" � , , - , < , � � � J --'" r Revisions , ' � � __ 70 3E REMOVES � �� _„__ --- _ �h, "" 1�! / / __ � � - .._.. $�IQ �0.: Date , , , , , EXISTING h _ p�' �� " . , 1^ h � -"' � , , . .` E � ; � , � � L DEGK , \ . 1 �� , ' � � � Q� _ / ' "` y f- - , . , ' . " � ��;�1 w ` t ,`�►,�`'� ' � / ," ` w� ' _, � { f � � 4 "�„ {�, ___-- ----- — � l�- uP � _.._� , " . ` - `�� - 2 I Q � �--� � � . � v � `�, � -�- "''' 2.I --- `- w� � - ° , . . _ ` F� � , _ 0' � NEW A 10 �- �" . 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