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HomeMy WebLinkAboutDRB17-0062__T1.1_1489009860.pdf so.lti OF leo .4"Ve %:14110 Ili 4 rn DR: AP••OVED 3/8/ 01712:00:00 AM 929 RED SANDSTONE ROAD, BUILDING 1 VI CTOR MARK VAIL, COLORADO 81657 \\ DONALDSON MATER L SY`v EOLS A33REV1AT G \ERAL NOTES T5. CONTRACTOR SHALL HAVE THE FOLLOWING ITEMS JECT SITE AT ALL TIMES FOR CONTRACTOR TO ENSURE PROJECT DOCUMENTBS $ ELE ON O REQUIREMENTS O tNE / REV: ARE BEING MET DURING THE COURSE OF CONSTRUCTION. THESE DOCUMENTS SHALL BE MGNEILL PROPERTY MANAGEMENT, INC <�\�\�\�\�\ SHEATHING ABV ABOVE LB POUND AVAILABLE TO THE ARCHITECT UPON REQUEST. j\\//\\//\\//\\//\; EARTH NER AFF ABOVE FINISHED FLOOR LT LIGHT GENERAL BID, PERFORMANCE 4 PROJECT REQUIREMENTS DAN MCNEILL � � � � �\ (PLYWOOD/OSB) AFG ABOVE FINISHED GRADE LTL LINTEL A.CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT WITH 2017 N. FRONTAGE ROAD #300 AP ACCESS PANEL LVR LOUVER 00. THESE DOCUMENTS, THEIR ATTACHMENTS, REFERENCED STANDARDS 4 ASSOCIATED NOTATIONS AND SUPPLEMENTS. i� ��i`I GRAVEL / DRAINAGEWOOD-FINISH ACT ACOUSTICAL CEILING TILE MH MANHOLE CODE 4 REGULATORY REQUIREMENTS ARE CONSIDERED TO BE INTEGRATED INTO THE B.CURRENT BUILDING DEPARTMENT INSPECTION REPORTS. VAIL, COLORADO 81,651 MFR MANUFACTURER ADJ ADJACENT MO MASONRY OPENING ENDORSED CONTRACT FOR CONSTRUCTION. ALL PROJECT REQUIREMENTS STATED G.MANUFACTURER DATE AND INSTALLATION REQUIRMENTS. PHONE: '110.47'1,6041 FAX '410.411.1141 ARCHITECTURE ALT ALTERNATE MAIL MATERIAL HEREIN ARE CONSIDERED TO BE EQUALLY REQUIRED FOR PROJECT COMPLIANCE. D2015 INTERNATIONAL BUILDING CODE. 4E-MAIL: DANCQ?MCNEILL ING.GOM PLANNING CONCRETE WOOD-ROUGH AL ALUMINUM MAX MAXIMUM E.ANSI 111.1 AND 2010 ADA REQUIREMENTS • APPROX APPROXIMATELY MECH MECHANICAL 01. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS, SITE 4 EXISTING CONDITIONS 4 F.PRIVATE COVENANT REGULATIONS AND REQUIREMENTS. INTERIORS STUCCO / EIFS or ADA AMERICAN DISABILITY ACT MG MEDICINE CABINET RELEVANT UTILITY LOCATIONS PRIOR TO SUBMITTAL OF BID PROPOSALS, ORDERING G.UPDATED SUBMITTAL LOG. SINCE 1977 GYPSUM WALL BOARD WOOD-BLOCKING A/C AIR CONDITIONING MMB MEMBRANE MATERIALS OR ENGAGING INTO CONTRACTS OR SUBCONTRACTS. H.SUBMITTALS, SHOP DRAWINGS, AND REQUESTS FOR INFORMATION. ARC"- I TE 'T: ARCH ARCHITECTURAL MTL METAL I. CURRENT AND COMPLETE PHOTO JOURNAL. " " IT'f T1IT' ROOF SHINGLES BSMT BASEMENT M METER 02. BIDDERS, VENDORS, SUBCONTRACTORS 4 CONTRACTOR ARE SOLELY RESPONSIBLE VICTOR MARK DONALDSON ARCHITECTS BATT INSULATION A (SHAKE / ASPHALT) BRG BEARING MW MICROWAVE FOR THOROUGH EXAMINATION OF THE DOCUMENTS, ATTACHMENTS, REFERENCED CODES 14. CONTRACTOR WILL PROVIDE ELECTRONIC SUBMITTALS FOR ALL STRUCTURAL CHRIS JllERGENS PRINCIPAL ARCHITECT S BFG BELOW FINISHED GRADE MM MILLIMETER 4 STANDARDS IN CONCERT WITH VISIBLE EXISTING CONDITIONS TO DETERMINE FOR MATERIALS. 7 CALENDAR DAYS ARE REQUIRED FOR SUBMITTAL REVIEW. imommEN i 1 ROOF TILES BEAM BEAM MPH MILES PER HOUR THEMSELVES THE SUFFICIENCY $ ADEQUACY OF BID PROPOSALS FOR MATERIALS, CIO WEST BENCHMARK ROAD, SUITE 201 s ' ��� 90W BENCHVARKROAD ■■■■■■■■■■■■ RIGID INSULATION MIN MINIMUM !■■■■■■■■■■■■ liYi! !L�■L�.L�, (CERAMIC /SLATE) BVL BEVELED LABOR AND SERVICES. REPORT $ GAIN WRITTEN CLARIFICATION OF ANY CONFLICTS AN ANTICIPATED SUBMITTAL SCHEDULE WITH SUBMITTALS AND DATES CLEARLY P.O. BOX 5300, AVON, COLORADO 81,620 BIT BITUMINOUS MIR MIRROR OR DEFICIENCIES PRIOR TO ENGAGING INTO CONTRACT. IDENTIFIED 15 REQUIRED PRIOR TO THE COMMENCEMENT OF CONSTRCTION. SUITE 2 0 7 STONE VENEER BLK BLOCK4 III MASONRY MISG MISCELLANEOUS PHONE: 6170.c14�1.5200 / FAX: °170.�14�1.520� i~ i MR MOISTURE RESISTANT (DRY STACK) BLKG BLOCKING MUL03. NOTIFY ARCHITECT IMMEDIATELY OF CONFLICTS OR DISCREPANCIES IN THE 20. GENERAL CONTRACTOR SHALL COMPLY WITH GOVERNING AGENCIES IN EACH E-MAIL: GHRISJ@VMDA.GOM BOX X G O O BD BOARD NATL NATURALMULLION DOCUMENTS OR IF ANY GUIDANCE OR ADDITIONAL INFORMATION IS NEEDED LOCATION, INCLUDING BUT NOT LIMITED METRO DISTRICTS, DESIGN REVIEW BOARDS AND D J j � STEEL /METAL 4��‘� � �ll E EER SO BOTTOM BOTTOM OF NR NOISE REDUCTION IMMEDIATELY UPON DETERMINING EXISTING FIELD CONDITIONS NOTED ABOVE. DESCRIBE RELATED ASSOCIATIONS. IT 15 THE RESPONSIBITY OF THE GENERAL CONTRACTOR TO _ __ AVON , CO 81620 ,-'� NOM NOMINAL 4 SUBMIT NATURE OF CONFLICT OR DISCREPANCY IN WRITING FOR PROPER WRITTEN MEET WITH THESE AGENCIES AND COMPLY WITH ALL OF THEIR CONSTRUCTION �fi ��fi� � �N� N�� : BLDG BUILDING N NORTH RESPONSE. REGULATIONS. BY COMMENCING WORK ON THESE PROEJCTS, GENERAL CONTRACTOR 970 . 949 . 5200 METAL DECKING 4y0 CPT CARPET NIC NOT IN CONTRACT ACKNOWLEGDES THAT THEY HAVE MET THE REQUIREMENTS OF THESE AGENCIES AND ��`��I HEAVY TIMBER CSMT CASEMENT NT5 NOT TO SCALE 04. AREAS OF CONFLICT OR DISCREPANCY SHALL BE FULLY RESOLVED WITH WILL ABIDE BY THE RULES AND REGULATIONS SET FORTH. 05 CONSULTING, LLG GIP CAST IN PLAGE O.G. ON CENTER WRITTEN/GRAPHIC ARCHITECT'S OR OWNER'S DOCUMENTATION BEFORE CONSTRUCTIONc h r I s ' v m d a. c 0 m METAL STUDS CLG CEILING OPG OPENING CONTINUES IN ANY AFFECTED AREA OF WORK. 21, THE GENERAL CONTRACTOR SHALL CONDUCT WEEKLY JOB SITE MEETINGS WITH THE MARK GEE, P.E. PRINCIPAL or ENGINEERED WOOD CTR CENTER OPP OPPOSITE ARCHITECT AND OWNER, IF AVAILABLE. PRIOR TO THE MEETING, THE GENERAL PO BOX: 2c133 FAX 949 . 5 2 0 5 CT CERAMIC TILE OPH OPPOSITE HAND 05. DIMENSIONS NOTED ARE TO FACE-OF-FRAMING OR FACE-OF-CONCRETE UNLESS CONTRACTOR WILL DISTRIBUTE MEETING MINUTES FROM THE PREVIOUS MEETING WITH BRECKENRIDGE, COLORADO 80424 05B ORIENTED STRAND BOARD CLR CLEARANCE NOTED OTHERWISE. CROSS-SECTION 4 VERTICAL ELEVATION DIMENSIONS ARE TO TOP REQUIRED ACTION ITEMS, A SUBMITTAL LOG, PROGRESS SCHEDULE, RFI LOG, WILL BE // GLAZING /MIRROR COL COLUMN OD OUTSIDE DIAMETER OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS,UNLESS NOTED PROVIDED BY THE GENERAL CONTRACTOR AT LEAST 24 HOURS PRIOR TO THE MEETING. PHONE ( 170) 485-2015 FAX (c410) XXX-XXX GONG CONCRETE OH OVERHEAD OTHERWISE. AT THE COMMENCEMENT OF CONSTRUCTION A WEEKLY MEETING TIME WILL BE SET AT A EMAIL: MGEE@CONSULTG3.COM GMU CONCRETE MASONRY UNIT OA OVERALL PAINTMUTUALLY AGREEABLE TIME. G CONDUIT pR PAIR 0,6. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE \O S"T"`/E3OLS CONST CONSTRUCTION PKNG PARKING CODES 4 REGULATORY REQUIREMENTS 4 FOR OBTAINING ALL RIGHT-OF-WAY, BUILDING 4 22. THESE DRAWINGS ARE INTENDED TO BE USED SOLELY AT THIS BUILDING ONLY AND CONT CONTINUOUS PVMT PAVEMENT ASSOCIATED PERMITS 4 REQUIRED APPROVALS. CODE COMPLIANCE IS MANDATORY. ARE NOT TO BE USED FOR REMODELS OF ANY OTHER BUILDINGS AT THIS PROPERTY OR D A n l NG I NDE�/ OJT CONTROL JOINT FED PEDESTAL THESE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK NOT CONFORMING TO ANY OTHER PROPERTY. !� /� CPR COPPER PLAM PLASTIC LAMINATE CODES 4 REGULATORY REQUIREMENTS GOVERNING THIS PROJECT. NOTIFY ARCHITECT © SECTION CUT SYMBOL GUST DEPT CUSTOM DEPARTMENT PL PLUM PLATE PLUMBING OF DOCUMENTED DISCREPANCIES PRIOR TO SUBMITTING BID PROPOSAL OR ENTERING INTO CONSTRUCTION AGREEMENT. 23. SLOPE ALL CONCRETE AWAY FROM BUILDING. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING IN ACCORDANCE WI IBC. T . TITLE SHEET ® D DEPTH Pb PLYWOOD DTL DETAIL PT PRESSURE TREATED 01. AS MAY BE REQUIRED BY PRIVATE COVENANTS/REGULATIONS, CONTRACTOR SHALL 24. ALL MATERIALS TO MATCH EXISTING UNLESS OTHERWISE NOTED. DIM DIMENSION P5F POUNDS PER SQUARE FOOT COORDINATE IN ADVANCE WITH APPROPRIATE REPRESENTATIVE PERFORM ALL AI.I DEMO PLANS - UNITS IA, 15, IG ID DW DISH WASHER P51 POUNDS PER SQUARE INCH PRE-CONSTRUCTION REQUIREMENTS FOR SUBMITTAL OF STAGING PLAN, ACCESS PLAN, A2 NEW PLANS - UNITS IA, IB, G D PC PRE-CAST 100'-0" DR DOOR CONSTRUCTION PARKING, FENCING, EROSION CONTROL $ ALL JOB SITE PROTOCOL. ELEVATION REFERENCE PROP PROPERTY _2015 15C, NOTES: DWG DRAWING OT QUARRY TILE A2.1 DECK ELEVATIONS 4 SECTIONS - UNITS IA, IB, IC 4 ID DF DRINKING FOUNTAIN RCPT RECEPTACLE 08. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SUPPLIES $ EQUIPMENT TO SECTION 1003.5 ELEVATION CHANGE: E EAST RE: REFER TO PROVIDE A COMPLETE PROJECT WITHIN THE RECOGNIZED STANDARDS OF CARE THAT WHERE CHANGES IN ELEVATION OF LESS THAN 12 INCHES EXIST IN THE MEANS OF EGRESS, A2.2 STAIR ELEVATION, SECTIONS - UNITS IC 4 ID, V) 2 ELEG ELECTRICAL REF REFERENCE ALLOW FOR FINAL CERTIFICATE OF OCCUPANCY TO BE ISSUED BY THE AUTHORITY SLOPED SURFACES SHALL BE USED. WHERE THE SLOPE 15 GREATER THAN ONE UNIT ALTERNATE 1 DECK PLAN - UNITS IA 4 IB ELEV ELEVATIONS REFR REFRIGERATOR HAVING JURISDICTION. VERTICAL IN 20 UNITS HORIZONTAL (5-PERCENT SLOPE), RAMPS COMPLYING WITH SECTION 0 © EL ELEVATOR REINF REINFORCING 1012 SHALL BE USED. WHERE THE DIFFERENCE IN ELEVATION 15 6 INCHES OR LESS, THE O ® 3 1 ELEVATION SYMBOLS EMER EMERGENCY READ REQUIRED Oa. REFER TO ALL ARCHITECTURAL/ENGINEERING DOCUMENTS TO FULLY DETERMINE RAMP SHALL BE EQUIPPED WITH EITHER HANDRAILS OR FLOOR FINISH MATERIALS THAT S DECK PLANS AND DETAILS N- ammw EQ EQUAL RES RESILIENT SPECIFICATIONS FOR REQUIRED MATERIALS $ PRODUCTS. IF THERE ARE ANY CONTRAST WITH ADJACENT FLOOR FINISH MATERIALS. EXCEPTION: S2 STAIR PLANS w ¢ H EQUIV EQUIVALENT REV REVISION DOCUMENTED CONFLICTS OR OMISSION IN THE PLANS OR SPECIFICATIONS, CONTRACTOR I. A SINGLE STEP WITH A MAXIMUM RISER HEIGHT OF 1 INCHES 15 PERMITTED FOR 4 EXH EXHAUST RH RIGHT HAND SHALL CONTACT THE ARCHITECT TO RESOLVE THE ISSUE IN ADVANCE. BUILDINGS WITH OCCUPANCIES IN GROUPS F, H, R-2, � , R-3, 5 AND U AT EXTERIOR z m z EXG EXISTING R RISER DOORS NOT REQUIRED TO BE ACCESSIBLE BY CHAPTER II. 0 D R45 ROD AND SHELF EXP EXPANSION 10. SUBSTITUTIONS OF "EQUAL" OR "EQUIVALENT" PRODUCTS MAY BE ACCEPTABLE WITH - RD ROOF DRAINrThm SECTION 1004.1 ACCESSIBLE MEANS OF EGRESS NOT REQUIRED: © REVISION SYMBOL EXT EXTERIOR OWNER AND/OR ARCHITECT UPON WRITTEN APPROVAL IN ADVANCE. SUBMIT DETAILS RO ROOFING EXCEPTION I: ACCESSIBLE MEANS OF EGRESS ARE NOT REQUIRED TO BE PROVIDED IN FOC FOF FACE OF CONCRETERMROOM ALL PRODUCT DATA, SPECIFICATIONS, FEATURES, OPTIONS, FINISHES, ETC. IN ORDER TOCt LO FACE OF FINISH RROUGH OPENING DETERMINE ACCEPTABILITY BY ARCH IIEGT/OWNER WHO WILL PROVIDE WRITTEN EXISTING BUILDINGS. Cld FOM FACE OF MASONRY R/5 ROUGH SAWN DETERMINATION OF SUBSTITUTION WITHIN 1 DAYS. THE TIMING OF SUCH REQUESTS 15 THE ¢ z W ~ F05 FACE OF STUDS 55 SANITARY SEWER SOLE RESPONSIBILITY OF GENERAL CONTRACTOR. SECTION 1010.1.5 FLOOR ELEVATION. THERE SHOULD BE A FLOOR OR LANDING ON EACH ZON I NO �# EUI LED I NG C/ - SUMMARY: Q Z CO FIN FL FINISH FLOOR ELEVATION (5) SEALANT SIDE OF A DOOR. SUCH FLOOR OR LANDING SHALL BE AT THE SAME ELEVATION ON EACH EXTERIOR BUILDING MODIFICATIONCOO © FE FIRE EXTINGUISHER SHT SHEET II. APPLICATIONS FOR PAYMENT SHALL BE SUBMITTED TO OWNER AND/OR ARCHITECT SIDE OF THE DOOR. LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS, WHICH 0 o ® FDC FIRE DEPARTMENT CONNECTION SHTG SHEATHING ARE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 2% SLOPE. EXCEPTION: 0 (PER CONTRACT) WITH BACK-UP DETAIL REQUIRED BY CONTRACT FOR CONSTRUCTION. ZONING DESIGNATION: MDMF FHC FIRE HOSE CONNECTION 5M SHEET METAL I. DOORS SERVING INDIVIDUAL DWELLING UNITS IN GROUP R 2 AND R-3, WHERE THE APPLICATION SHALL CONFORM TO THE APPROVED SCHEDULE OF VALUES 50 AS TO FEC FIRE EXTINGUISHER CABINET SIM SIMILAR READILY DETERMINE % COMPLETE ON A LINE ITEM BASIS. A COMPLETE * THE FOLLOWING APPLY: OCCUPANCY GROUP: R2 CND J Ne (1)- - SOLID GOREMEMBRANE COMPREHENSIVE SCHEDULE OF VALUES SHALL BE SUBMITTED AGREED UPON PRIOR TO CONSTRUCTION TYPE: VB J Q DETAIL OR PLAN ENLARGEMENT FPL FIREPLACE SPM 12 SCREEN DOORS AND STORM DOORS ARE PERMITTED TO SWING OVER III FP FIREPROOFING SOUTH COMMENCEMENT. STAIRS OR LANDINGS w ILI Q > FLG FLASHING SPECIFICATIONS O FLR FLOOR SPEC SQUARE FEET 2. ALL ROOF/WALL/VENT OR OTHER CONSTRUCTION JOINTS, ABUTMENTS OF DISSIMILAR SECTION 1010.1,6 LANDINGS AT DOORS: LANDINGS SHALL HAVE A WIDTH NOT LESS THAN NO. OF STORIES: 2 FD FLOOR DRAINSQ' FT. THE WIDTH OF THE STAIRWAY OR THE DOOR, WHICHEVER 15 GREATER. DOORS IN THE FULLY 0 D 0 S.STL STAINLESS STEEL MATERIALS $ ALL AREAS SUBJECT TO MOISTURE INTRUSION SHALL BE PROPERLY FULLY SPRINKLED PER NFPA IS: NO w FTG FOOTING STANDARD FLASHED $ COUNTER-FLASHED WITH NON-CORROSIVE FLASHING PER PROJECT $ IBC OPEN POSITION SHALL NOT REDUCE A REQUIRED DIMENSION BY MORE THAN 1 INCHES. FND FOUNDATION STD SELF-TAPPING REQUIREMENTS. THESE CONDITIONS SHALL NOT LEAK OR DETERIORATE FROM WEATHER W �� © WINDOW REFERENCE FBO FURNISHED BY OTHERS STL STEEL PREMATURELY. ALL WINDOW/DOOR/WALL OPENINGS SHALL CONFORM WITH SECTION 1405 1010.1.1 THRESHOLDS. EXCEPTION I: IN OCCUPANCY GROUP R-2 OR R-3, THRESHOLD GOVERNING CODES: 2015 IBCCt Ct FUR FURRING 5D STORM DRAIN /SMOKE OF THE 2012 IBC, APPLICABLE MANUFACTURER INSTALLATION 4 PERFORMANCE HEIGHTS FOR SLIDING AND SIDE-HINGED EXTERIOR DOORS SHALL BE PERMITTED O GA GAGE, GAUGE DETECTOR TO BE UP 1 5/4 INCHES IN HEIGHT. < CD N- REQUIREMENTS. PROVIDE CAULKING AND SEALANTS AT ALL ABUTMENTS OF DISSIMILAR I O o o GALV GALVANIZED 5-IR STRINGER MATERIALS. SECTION 10112 WIDTH AND CAPACITY: F OJJE IT DESC' I FTI ON: 3 x 1 WINDOW /DOOR SIZE GD GARBAGE DISPOSAL STRUC STRUCTURALQ GC GENERAL CONTRACTOR 51A1 SWITCH EXCEPTION I: STAIRWAYS SERVING AN OCCUPANT LOAD OF LESS THAN 50 SHALL HAVE A SLAM GLULAM LAMINATED BEAM SYM SYMMETRICAL 13.UPON COMPLETION OF THE WORK INCLUDING PERFORMING THE WORK ON H15 OWN CLEAR WIDTH OF NOT LESS THAN 3,6". REPLACE EXISTING DECKS 4 STAIRS �, ® GL B GLASS, GLAZING TEL TELEPHONE DOOR REFERENCE TV TELEVISION PUNCH LIST, CONTRACTOR SHALL NOTIFY ARCHITECT OF COMPLETION SO AS TO REVIEW GB GRAB BARSECTION 1011.52 RISER HEIGHT AND TREAD DEPTH: STAIR RISER HEIGHT SHALL BE 1" CO OND GROUND THK THICKNESS FOR PROJECT CONFORMANCE $ IF NEEDED ISSUE AN ARCHITECT'S PUNCH LIST FOR \ THR THRESHOLD FINAL COMPLETION PROJECT CONFORMANCE. MAXIMUM AND 4" MINIMUM MEASURED VERTICALLY BETWEEN LEADING EDGES OF ADJACENT GWB GYPSUM WALL BOARDTO BE DETERMINED TREADS. RECTANGULAR TREADS DEPTHS SHALL BE II" MINIMUM MEASURED HORIZONTALLY® WALL TYPE REFERENCE HGR HDW HANGER HARDWARE p� TTONGUE AND G OP OF SLAB ROOVE14. A5 A PART OF PROJECT CLOSE-OUT, FURNISH TO THE OWNER ALL WRITTEN BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS. J) DSUM/ ��q HDR HEADER GRAPHIC MATERIALS FOR ALL EQUIPMENT, APPLIANCES, 4 HARDWARE * SYSTEMS TSL TOP OF STEEL INCLUDING WARRANTIES, CONSTRUCTION PHOTOGRAPHY, INSTRUCTION MANUALS, $ SECTION 1011.5.4 DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OF BCI LED I NO <EY: H55 HOLLOW STRUCTURAL SECTION TpW TOP OF WALL INSTALLERS $ MANUFACTURERS NAME $ ADDRESS. CONTRACTOR WARRANTS AGAINST UNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER HTG HEATING TB TOWEL BAR FAILURE WORK INSTALLED, CONSTRUCTED OR CAUSED TO BE INSTALLED FOR THE HEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED 3/8 T HVAC HEATING/VENTILATING/ AIR TR TRANSOM INCH IN ANY FLIGHT OF STAIRS. NORTH ©COPYRIGHT CONDITIONING T PERIOD OF TWO (2) YEAR AFTER DATE OF FINAL PUNCH LIST COMPLETION $ WRITTEN r TREAD Victor Mark OWNER ACCEPTANCE. Donaldson 12 HT HEIGHT TS TUBE STEEL SECTION 1011.5.5 NOSING AND RISER PROFILE: NOSINGS SHALL HAVE A CURVATURE OR ■ AL TE I Architects ,6 or ,6:12 ROOF PITCH SYMBOL HG HOLLOW CORE -r-IT TYPICAL BEVEL OF NOT LESS THAN /1b INCH BUT NOT MORE THAN 4/16 INCH FROM THE FOREMOST DEGCIIT $ All Rights HM HOLLOW METAL UG UNDERGROUND 15. CONTRACTOR ACKNOWLEDGES HAVING HAD ACCESS TO NECESSARY PROJECT 'p' __ F � , HORIZ HORIZONTAL UL UNDERWRITERS CONDITIONS, DOCUMENTS $ PROJECT REQUIREMENTS, PROVIDED SUCH FULL 4 COMPLETE PROJECTION OF THE TREAD. RISERS SHALL BE SOLID AND VERTICAL OR SLOPED UNDER Reserved LABRATORIES INFORMATION TO EACH VENDOR 4 SUBCONTRACTOR 4 HAS READ,UNDERSTANDS l THE TREAD ABOVE FROM THE UNDERSIDE OF THE NOSING AT AN ANGLE NOT MORE THAN 30 , " INCL INCLUDED UNO UNLESS NOTED OTHERWISE TAKES NO EXCEPTION TO THE ENTIRE PROJECT REQUIREMENTS IN CONCERT WITH DEGREES FROM THE VERTICAL. /1� II to REVISION ID INSIDE DIAMETER �i-�___ STAIR5l1Nl D IBC INTERNATIONAL BUILDING CODE VB VAPOR BARRIER PERTINENT PRIVATE $ MUNICIPAL CONSTRUCTION REGULATIONS. 1/4" VIF VERIFY IN FIELD SECTION 1011,6 STAIRWAY LANDINGS: THERE SHALL BE A FLOOR OR LANDING AT THE TOP L IYP.> \ WELD SYMBOL ISO INSTALLED BY OWNER VL VERSALAM AND BOTTOM OF EACH STAIRWAY. THE WIDTH OF LANDINGS SHALL NOT BE LESS THAN THE -_- DUII.QILTI6 INS INSULATED VERT VERTICAL SUBMITTAL JOBSITE DOCUMENTATION REQUIREMENTS WIDTH OF THE STAIRWAYS SERVED. EVERY LANDING SHALL HAVE A MINIMUM WIDTH INT INTERIOR VCT VINYL COMPOSITION TILE CONTRACTOR MEASURED PERPENDICULAR TO THE DIRECTION OF TRAVEL EQUAL TO THE WIDTH OF THE " JT JOINT V BUTE JST JOIST W/D WALSHER/DRYER UPDATES OF ORGANIIZED ELLECTRO ADVANCE, LONG INCLUIDINGINDATES IE DESCRIPTIONS FOR ALL STAIRWAY. A1IERWAY. WHERE THE STAIRWAY HAS A STRAIGHT RUN THE DEPTH NEED NOT EXCEED 48 S II ' T G _ 3102/2017 JG JANITOR'S CLOSET WC WATER CLOSET SUBMITTALS, REQUESTS FOR INFORMATION $ SHOP DRAWINGS. SEVEN CALENDAR DAYS --- DATEDRAINAGE FLOW DESIGNATION KIT KITCHEN WH WATER HEATER MAY BE NEEDED TO REVIEW SUCH INFORMATION. SECTION 1011.72 OUTDOOR CONDITIONS: OUTDOOR STAIRWAYS AND OUTDOOR !__ s 4___ ____ ■ ■LAM LAMINATE WWF WELDED WIRE FABRIC APPROACHES TO STAIRWAYS SHALL BE DESIGNED 50 THE WATER WILL NOT ACCUMULATE J --- T �' JOB NO■LVL LAMINATED VENEER LUMBER W WIDTH/WATTS/WEST 17. ALL SUBMITTALS, REQUESTS FOR INFORMATION $ SHOP DRAWINGS SHALL BE ON WALKING SURFACES. ' I Y+ E1625 yyF WIDE FLANGEII LAV LAVATORY SUBMITTED TO OWNER/REP AND WRITTEN APPROVAL PROVIDED PRIOR TO O ELEVATION KEYNOTE LH WPWWINDOW COMMENCEMENT OF ORDERING PRODUCTS OR COMMENCEMENT OF RELATED A. LEFT HAND 1^1/ WITH SECTION 1011.8 VERTICAL RISE_A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE L LENGTH / STEEL ANGLE WO WITHOUT CONSTRUCTION. IF OWNER/REP REJECTS ANY SUBMITTAL FOR NON-CONFORMANCE, GREATER THAN 12 FEET BETWEEN FLOOR LEVELS OR LANDINGS. 1A117 WOOD ADDITIONAL TIME MAY BE REQUIRED FOR REVIEW. TITLE PAGE WP WATERPROOF / SECTION 1014 HANDRAILS: RE: DETAILS 4 NOTES ON SHEET A2.2 WEATHERPROOF SHEET NO. T1 . 1 \ \ \ V N