ADA RESTROOM 79 LF EXISTING ANDERSON MAINTENANCE BUILDING (E) SNOW STORAGE AREA: 160 SF EXISTING STORAGE BUILDING (E) ELECTRICAL PAD

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1 T ectoniccop yright07 T ectoniccop yright07 0BOBADAMSDRIVESTEAMBOATSPRINGS,COLORADO8047GENERAL NOTES SHEET INDEX. ALL RIGHTS RESERVED. THE ARRANGEMENTS, DECISIONS, DETAILS AND CONCEPTS DEPICTED HEREIN ARE THE SOLE PROPERTY OF AND MAY NOT BE REPRODUCED IN ANY FORM WITHOUT ITS WRITTEN CONSENT.. BY CONTRACTURAL ARRANGEMENT, THESE CONSTRUCTION DOCUMENTS ARE LIMITED IN DETAIL. THE OWNER HAS REQUESTED THE ARCHITECT TO PROVIDE PARTIAL ARCHITECTURAL AND ENGINEERING SERVICES. IF ADDITIONAL DETAILS OR GUIDANCE IS NECESSARY, THE CONTRACTOR SHALL IMMEDIATLEY NOTIFY THE ARCHITECT. FAILURE TO GIVE NOTICE SHALL RELIEVE THE ARCHITECT OF RESPONSIBILIY. DO NOT PROCEED IF THE DOCUMENTS ARE IN CONFLICT OR QUESTIONS ARISE. CONSULT THE ARCHITECT.. THESE DRAWINGS DO NOT INCLUDE ASPECTS OF CONSTRUCTION SAFETY. THE CONTRACTOR SHALL MAINTAIN THE SITE IN AN ORDERLY AND SAFE CONDITION. ALL SAFETY AND PROTECTION FOR PEOPLE AND PROPERTIES, AND COMPLIANCE WITH STATE AND FEDERAL SAFETY REGULATIONS ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ADA RESTROOM 79 LF EXISTING ANDERSON MAINTENANCE BUILDING A0.0 INDEX, PROJECT INFO & NOTES A.0 FIRST & SECOND LEVEL FLOOR PLANS A.0 EXTERIOR ELEVATIONS A.0 BUILDING & WALL SECTIONS DETAILS S.0 STRUCTURAL NOTES & DETAILS S.0 FOUNDATION PLAN S.0 LOFT FLOOR FRAMING PLAN FP- FIRE SPRINKLER PLANS- for information only ARCHITECTURE :: DESIGN-BUILD 4 Maple Street P.O. Box (p) THE GENERAL CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES AND APPROVALS. OWNER WILL OBTAIN BUIDING PERMITS. THE CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS AND NOTIFY THE OWNER OF THEIR TIME. THIS PROJECT IS GOVERNED BY THE 00 INTERNATIONAL BUILDING CODE INCLUDING LOCAL COUNTY AMENDMENTS. THE DRAWINGS AND SPECIFICATIONS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO THESE CODES. THESE DRAWINGS REQUIRE THE CONTRACTOR AND EACH SUBCONTRACTOR TO PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SUPPLIES, ETC., TO COMPLETE THE WORK WITHIN THE INDUSTRY OR TRADE STANDARDS. 5. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT WHEN THERE IS A CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS. 6. THE CONTRACOTR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS ON THE JOB SITE PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING UTILITIES FOR FIELD LOCATED IN COMPLIANCE WITH COLORADO STATE SENATE BILL 7, PARAGRAPH EXISTING BUILDING (E) SNOW AREA: 60 SF (E) ELECTRICAL PAD OWNER 8 GRAND AVENUE GLENWOOD SPRINGS, COLORADO 860 PETER WALLER, FACILITIES MANAGER p pwaller@coloradomtn.edu ROBERT BECK, PHYSICAL PLANT MANAGER P rbeck@coloradomtn.edu 7. BY CONTRACTURAL ARRANGEMENT, UPON COMPLETION OF THE EXCAVATION THE OWNER SHALL RETAIN A SOILS ENGINEER TO INSPECT THE SUBSURFACE CONDITIONS TO DETERMINE ADEQUACY OF FOUNDATION DESIGN. THE CONTRACTOR SHALL COORDINATE THE SOILS INSPECTION BEFORE FOOTING FORM WORK IS PLACED. 8. ANY ERRORS, OMISSIONS, OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND TO THE OWENR BEFORE PROCEEDING WITH THE WORK. 9. SUBSTITUTION OF 'EQUAL' PRODUCTS IS ACCEPTABLE WITH THE ARCHITECTS VERBAL CONSENT, FOLLOWED BY HIS/HER WRITTEN CONSENT. UNIQUE SPESIFIED ITEMS ARE INTENDED AS A QUALITY SPECIFICATION AND MAY BE SUBSTITUTED WITH WRITTEN CONSENT. 0. THE CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS OR SAMPLES AS MAY BE NECESSARY TO DESCRIBE COMPLETELY THE DETAILS AND CONSTRUCTION OF THE WORK.. ALL MATERIALS AND EQUIPMENT ARE TO BE INSTALLED PER MANUFACTUERES PRINTED INSTRUCTIONS. THE SUBCONTRACTOR SHALL DELIVER TO THE OWNER COPIES OF INSTALLATION AND OPERATION INSTRUCTIONS OF ALL DEVICES AND EQUIPMENT THAT ARRIVED PACKAGED WITH THE EQUIPMENT.. ALL MATERIALS ARE TO BE NEW OR SCHEDULED AND ARE TO BE PROTECTED ON THE JOBSITE BEFORE AND DURING INSTALLATION.. VERIFY ALL ARCHITECTURAL DETAILS WITH THE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS BEFORE THE ORDERING OF, OR INSTALLATION OF ANY ITEM OF WORK. 4. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE THEIR WORK. THEY SHALL OBTAIN APPROVAL FROM THE STRUCTURAL ENGINEER BEFORE ANY CUTTING, NOTCHING OR DRILLING OF ANY CAST-IN-PLACE CONCRETE, STEEL, FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL DESIGN. 5. BEFORE HOLES ARE DRILLED THROUGH STRUCTURAL MEMBERS FOR TRADE ACCESS, DRILLING SHALL BE VERIFIED BY THE ARCHITECT. ' - 0" storage 8' - 8" 8' - " 7 " 8 7" ' - 0" UP 5' - 7" EXISTING SITE PLAN " = 0'-0" CODE REVIEW 006 INTERNATIONAL BUILDING CODE & ICC/ANSI A7.-00 ZONE: OPEN SPACE AND RECREATION (OR); SKYLINE OVERLAY ZONE; INCLUDES RIDGELINE OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: TYPE V-B AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT GROUP S-. LOW-HAZARD NUMBER OF STORIES: STORY (TWO STORIES ALLOWED PER TABLE 50) GROSS SQUARE FOOTAGE:,000 SF NET SQUARE FOOTAGE: MAIN LEVEL:,000 SF SECOND LEVEL:,000 SF OCCUPANCY LOAD (TABLE 004..): MAIN LEVEL:,000/00= 7 SECOND LEVEL,000/00= 4 TOTAL OCCUPANTS ALLOWABLE BUILDING AREA (TABLE 50, TYPE V-B): S- (LIMITED TO TWO STORIES),500 SF BUILDINGS ON SAME LOT (50.): 6,00 SF (EXISTING BUILDING) +,000 (NEW ) = 9,00 SF <,500 SF FRONTAGE INCREASE ALLOWABLE TO,000 SF MAXIMUM HEIGHT OF BUILDING (TABLE 50): 40 FEET: ACTUAL HEIGHT = 7' < 40 FEET FIRE RESISTANCE RATING REQUIREMENTS (TABLE 60 TYPE V-B): STRUCTURAL FRAME BEARING WALLS- EXTERIOR BEARING WALLS- INTERIOR NON-BEARING WALLS/PARTITIONS INTERIOR FLOOR CONSTRUCTION ROOF CONSTRUCTION FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPERATION DISTANCE: BUILDING ON SAME LOT SECTION 50..; TABLE 60, TYPE V-B EXITS: (SECTION 05 EXIT AND EXIT ACCESS DOORWAYS) SPACES WITH ONE MEANS OF EGRESS (TABLE 05.) OCCUPANCY S MAXIMUM OCCUPANT LOAD 9 > BUILDINGS WITH ONE EXIT (TABLE 09..) OCCUPANCY S WITH STORIES 0 OCCUPANTS AND 75 FEET TRAVEL DISTANCE > OCCUPANTS & 7 FEET EGRESS: DOORS SHALL LEAD DIRECTLY TO THE EXIT DISCHARGE OR PUBLIC WAY DOOR WIDTH OF NOT LESS THAN INCHES PER WIDTH OF PASSAGEWAYS SHALL NOT BE LESS THAN 44" LANDING SHALL BE AT LEAST 5 FEET IN DIRECTION OF TRAVEL ACCESSIBILITY ( ANSI A7.): PROVIDE ACCESSIBLE ROUTE PER SECTION 04 ACCESSIBLE RESTROOM IS LOCATED AT ADJACENT BUILDING < 500' ACCESSBILE MEANS OF EGRESS PER 007. PEDESTRIAN WALKWAYS PER 04. SEPERATE STRUCTURES: EXCEPTION. BUILDINGS ON SAME LOT IN ACCORDANCE WITH SECTION ARCHITECT THIRA INC 4 MAPLE STREET STEAMBOAT SPRINGS, COLORADO CYD POUGIALES, AIA, LEED AP p cyd@thirainc.com STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC 70 BENCHMARK ROAD AVON, COLORADO 860 HANNES SPAEH, PRINCIPAL p hspaeh@monroe-newell.com SCOPE OF WORK SUMMARY - INSTALL A 000 SF SECOND LEVEL AT EXISTING BUILDING COMPLETE WITH STAIR & GUARDRAIL - REMOVE AND CAP INFRARED SPACE HEATER - COMPLETE INSTALLATION OF FIRE SUPPRESSION SYSTEM- OWNER SHALL PROVIDE MATERIAL ADD ALTERNATE: HOIST BEAM EXTENSION & GATE AT GUARDRAIL C COPYRIGHT PERMIT & BID SET 7THIRA PROJECT #40 FIRE PROTECTION: PORTABLE FIRE EXTINGUISHERS PER SECTION 906 FIRE ALARM AND DETECTION SYSTEMS PER SECTION CODE REVIEW FLOOR PLAN /8" = '-0" GUARDS OPENING LIMITATIONS PER 0. EXCEPTION BALUSTER & RAILS INCHES MAXIMUM A0.0

2 T ectonic Copyrig ht07 T ectonic Copyrig ht07 5' - 07"BOBADAMSDRIVESTEAMBOATSPRINGS,COLORADO8047GENERAL PLAN NOTES. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS BEFORE BEGINNING ANY WORK AND NOTIFY THE ARCHITECT OF ANY DIMENSION DISCREPANCIES.. ALL DIMENSIONS ARE TO OUT-TO OUT STEEL CONSTRUCTION, UNLESS OTHERWISE NOTED.. NOTIFY ARCHITECT IMMEDIATELY UPON IDENTIFYING ANY DISCREPANCIES BETWEEN DRAWINGS. 4. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 5. FIELD VERIFY ALL EXISTING CONDITIONS. 6. OWNER SHALL DESIGN-BUILD NEW LIGHTING UNDER SECOND LEVEL TO CODE. ALL OTHER EXISTING LIGHTING TO REMAIN. KEY PLAN NOTES. NEW WOOD STAIR AND RAILING SYSTEM. RE: /. EXISTING FIRE SUPPRESSION SYSTEM. FIELD VERIFY LOCATION AND CLEARANCE WITH NEW SECOND LEVEL FRAMING.. EXISTING SPRINKLER TEST STATION. FIELD VERIFY LOCATION FOR FRAMING CLEARANCE. 4. EXISTING EMERGENCY EXIT SIGN AND LIGHT ABOVE DOOR. FIELD VERIFY LOCATION & CONFLICT WITH NEW SECOND LEVEL. DROP LIGHT FIXTURE BELOW NEW FLOOR. 5. EXISTING INFRARED CEILING MOUNTED HEATER. REMOVE AND CAP. 6. ADD ALTERNATE: 4' GATE AT GUARDRAIL. FIELD VERIFY W/OWNER. ARCHITECTURE :: DESIGN-BUILD 4 Maple Street P.O. Box (p) " A A (E) FLOOR DRAIN, TYP. 00'-0" 687.5' (E) AIR HANDLER ABOVE A.0 FD GARAGE DOOR ABOVE FD SECOND LEVEL ABOVE FD 00 (E) STRUCTURAL COLUMN RE: S.0 NEW STAIR 7 " 8 7" ' - 0" UP FIELD VERIFY CLEARANCE AT EXISTING STEEL COLUMN 50' - 0" V.I.F. EXISTING OUT-TO-OUT STEEL B A.0 (E) GARAGE DOOR ABOVE EXISTING PENDANT LIGHT FIXTURE ABOVE, TYP. EXISTING INFRARED HEATER ABOVE 00 4' - 0" ADD ALTERNATE: NEW HOIST BEAM EXTENSION REFER TO STRUCTURAL S.0 EXISTING HOIST BEAM ABOVE 6 DN ADD ALTERNATE: 4' GATE ACCESS AT RAILING FOR HOIST ACCESS- FIELD VERIFY LOCATION W/ OWNER ' - " V.I.F. 5' - 0" 50' - 0" FIELD VERIFY CLEARANCE AT EXISTING STEEL COLUMN V.I.F. EXISTING OUT-TO-OUT STEEL B 5 7THIRA PROJECT #40 REMOVE & CAP EXISTING INFRARED HEATER ABOVE FD (E) INSPECTOR'S TEST LOCATION - V.I.F. (E) FIRE DEPT. SPRINKLER CONNECTION - V.I.F. 4 8 /4" C C (E) CONCRETE LANDING 40' - 0" V.I.F. EXISTING OUT-TO-OUT STEEL A.0 A.0 40' - 0" C COPYRIGHT PERMIT & BID SET FIRST LEVEL SECOND LEVEL /4" = '-0" /4" = '-0" A.0

3 0BOBADAMSDRIVESTEAMBOATSPRINGS,COLORADO8047ARCHITECTURE :: DESIGN-BUILD 4 Maple Street P.O. Box (p) WEST ELEVATION /4" = '-0" EXISTING HEATER VENT NORTH ELEVATION /4" = '-0" 7THIRA PROJECT #40 C COPYRIGHT PERMIT & BID SET 4 EAST ELEVATION /4" = '-0" SOUTH ELEVATION /4" = '-0" FOR INFORMATION ONLY A.0

4 0BOBADAMSDRIVESTEAMBOATSPRINGS,COLORADO8047WALL ASSEMBLY LEGEND ROOF A.0 R- STANDING SEAM INSULATED METAL ROOF PANELS: 4" [R-] WALLS ON PRE-MANUFACTURED STEEL STRUCTURE R- W- ARCHITECTURE :: DESIGN-BUILD 4 Maple Street P.O. Box (p) W- CORRUGATED INSULATED METAL WALL PANELS: " [R-8] ON PRE-MANUFACTURED STEEL STRUCTURE W- [DOUBLE] TRANSLUCENT WALL PANEL TYP. T.O. PLATE 8' - 0" FLOORS F- SEALED CONCRETE SLAB- BROOM FINISH 7' - 6" min. clear v.i.f. hoist gate ' - 8" 7 6 F- /4" TONGUE & GROOVE PLYWOOD FLOOR ON STEEL BEAM & WOOD FLOOR JOIST CONSTRUCTION LEVEL 0' - 6" SECTION KEY NOTES W-. EXISTING INFRARED SPACE HEATER ABOVE-TO BE REMOVED AND CAPPED. EXISTING SUSPENDED LIGHT FIXTURE, TYP.. NEW LIGHT FIXTURES BY OWNER 4. FIRE SUPPRESSION SYSTEM RE: FP- 5. ADD ALTERNATE: EXTEND HOIST BEAM PER STRUCTURAL S.0 6. EXISTING STEEL COLUMN 7. NEW WOOD GUARDRAIL WITH " MAX SPACING A 6855 W- A.0 F- BUILDING SECTION & ELEVATION /4" = '-0" R- B 00 C FIRST LEVEL 0' - 0" T.O. Footing -' - 7" 4' - 0" beam extension 5 T.O. PLATE 8' - 0" 00 F- LEVEL 0' - 6" W- 7THIRA PROJECT # F- 00 FIRST LEVEL 0' - 0" C COPYRIGHT PERMIT & BID SET BUILDING SECTION /4" = '-0" A.0

5 B NOTE: PROVIDE BOLT CONNECTION TO WITHSTAND 00 lb LATERAL FORCE AT GUARDRAIL, TYP. 0BOBADAMSDRIVESTEAMBOATSPRINGS,COLORADO8047' - 6" " ' - 9" ' - 9" x6 HORIZONTAL RAIL [SAND & SEALED] x4 GUARDRAIL [SAND & SEALED] 4x4 '-8" SPACING [SAND & SEALED] /4" T&G PLYWOOD FLOOR [SEALED ALL SIDES] RE: STRUCTURAL FLOOR JOIST RE: STRUCTURAL S.0 LEVEL 0' - 6" HANDRAIL BOTH SIDES 4x4 WOOD GUARDRAIL BOTH SIDES ' - 8" ' - 0" ' - 9" ' - 9" max max ' - 6" LEVEL 0' - 6" ARCHITECTURE :: DESIGN-BUILD 4 Maple Street P.O. Box (p) /4" x 7" LAG-BOLT W/ WASHER 8" ' - 6" min above nosing & landing ' - 9" ' - 9" min centered min centered 8 /4" GUARDRAIL SECTION /" = '-0" ' - 0" above nosing & landing NEW LVL BEAM RE: S.0 STEEL ANGLE RE: /S.0 RUBBER TREAD- ARMSTRONG R6C608 FULL WIDTH & DEPTH DOUBLE /4" x 4" WOOD STRINGER EACH SIDE RE: S.0 [SAND & SEAL] x WOOD TREADS [SAND & SEALED] WITH ARMSTRONG RUBBER STAIR TREADS R6C608, OR EQUAL FIRST LEVEL 0' - 0" x6 HORIZONTAL RAIL- BOTH SIDES [SAND & SEAL] STAIR SECTION /4" = '-0" x4 WOOD GUARDRAIL- BOTH SIDES [SAND & SEAL] 4x4 WOOD '-8" O.C.- BOTH SIDES [SAND & SEAL] " DIA. HANDRAIL [SAND & SEAL] () /4" x 6" LAG-BOLT BALUSTERS 7THIRA PROJECT #40 5" 4" C COPYRIGHT 0 5" ' - 0" DOUBLE /4" x 4" WOOD STRINGER EACH SIDE- RE: S.0 [SAND & SEAL] 9.9. PERMIT & BID SET min HANDRAIL SECTION AT STAIR /" = '-0"

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