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Home My WebLink About2025-0530 - 10x12 RHD Sunlight Primo Operator House Documentation- AS REQ'D - * This DRAWING and its DESIGN are Proprietary to LEITNER-POMA of AMERICA * Duplication without the Permission of LEITNER-POMA of AMERICA is Prohibited * 22 x 34" DESCRIPTION SPECS / CHECKED BY CAD Program Revit DRAWING STATUS SKILIFTS CHAIRLIFTS GONDOLAS TRAMWAYS GRAND JUNCTION COLORADO , USA CABLE TRANSPORT SYSTEMS DATE DRAWN SCALE (S) SECURITY LEVEL DRAWN BY DRAWING PROJECTION DRAWING FORMAT DRAWING & ITEM NUMBERDESIGNED BY MODEL YEAR / / - - - D // OPERATOR HOUSE 2024 PRINT DATE REFERENCE /OTHER // / / / Cover Cover Sheet DAOA Checker LPOA Construction 12x10 RIGHT HAND 41571867_ GENERAL Cover Cover Sheet G0.0 Standard Symbols, Abbreviations & General Notes G0.1 Building Code Data FRAMING S1.0 Operator House Wood Framing - RD - HE - 12'X10' S2 Operator House Structural Details - HE - 12'X10' FINISH A1.1w Architectural Plans and Elevations - Lap Siding-Wainscot A6.0 Interior Elevation and Sections A8.0 Details A9.0 Colored Elevations ELECTRICAL E1 Operator House Electrical Plan - HE - 12'x10' Drawing Index Leitner Poma Sunlight Primo Operator House Documentation DAO No.:2025-007 Construction Documents May 30 , 2025 REPRESENTATIVE RENDERING REV DESCRIPTION OF REVISION DATE BY MATERIALS SYMBOLS EARTH NON-COMPACTED EARTH COMPACT/FILL GRAVEL/POROUS FILL CONCRETE PRECAST CONCRETE SAND/MORTAR/PLASTER ALUMINUM BRASS/BRONZE STEEL CONCRETE BLOCK COMMON/FACE BLOCK FIRE BRICK BLUESTONE/SLATE/ SOAPSTONE/FLAGGING LIMESTONE RUBBLE FINISH ROUGH SHIM GLASS STRUCTURAL GLASS BLOCK BATT/LOOSE FILL RIGID SPRAY/FOAM ACOUSTICAL TILE CARPET AND PAD CERAMIC TILE TECTUM CAST-IN-PLACE CONCRETE CONCRETE MASONRY METAL STUD ELEVATION INDICATIONS BRICK CERAMIC/ PORCELAIN TILE CONCRETE/ PLASTER/GPDW SHEET METAL SHINGLES/SIDING PARTITION INDICATIONS FINISHES INSULATION GLASS WOOD STONE MASONRY METAL CONCRETE EARTHWORKS STRUCTURAL FACING TILE PLYWOOD GYPSUM WALLBOARD WOOD STUD CONCRETE MASONRY UNIT REFERENCE SYMBOLS No. Sht. DETAIL OR SECTION NUMBER SHEET ON WHICH IT IS FOUND SECTION REFERENCE DETAIL REFERENCE WALL SECTION REFERENCE BUILDING SECTION REFERENCE ROOM NAME 101101 1t 1i Level 100'-0" 1 1A101 No.ELEVATION REFERENCE ROOM IDENTIFIER WINDOW/OPENING IDENTIFIER DOOR/OPENING IDENTIFIER EXISTING GRID LINE ELEVATION REFERENCE WALL TYPE REFERENCE MATCH LINE DEMOLITION INDICATOR 1 REVISION INDICATOR 1 A1.0 SIM No. Sht. No. Sht. No. Sht. No. Sht. Sht. STANDARD ABBREVIATIONS A/E AB ABBR ABV AC ACID RES ACOUS ACOUS INSUL ACOUS PNL ACOUS PLAS ACOUS TILE ACT AD ADC ADDL ADDM ADJ ADJC AF AFF AFG AFS AGGR AHR AHU ALD ALM ALT ALUM AMB AMPL AMT ANN ANOD ANT AP APPX ARCH ASB ASC ASPH ASYM AV AVE AWC AWP B&B BAF BAL BB BC BD BEV BF BFF BFP BITUM BJT BL BLDG BLK BLKG BLKHD BLST BM BO BOC BOW BP BRCG BRDG JST BRG BRG PL BRK BRKT BRS BRZ BS BSMT BTM BUR BW BOW C/C C&G CAB CARP CAV CB CCTV CEM CEM PLAS CER CER TILE C FLG CH BD CG CHAN CHFR CHK CI CIP CIR CJ CL CLG CLG DIFF CLG HT CLL CLOS CLR CLSR CMPST CMU CNR CNTR CO COL COMM COMPL CONC CONC FL CONF ARCHITECT/ENGINEER ANCHOR BOLT ABBREVIATE ABOVE AIR CONDITIONING ACID RESISTANT ACOUSTICAL ACOUSTICAL INSULATION ACOUSTICAL PANEL ACOUSTICAL PLASTER ACOUSTICAL TILE ACTUAL AREA DRAIN AUTOMATIC DOOR CLOSER ADDITIONAL ADDENDUM ADJUSTABLE ADJACENT ACCESS FLOOR ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE FINISHED SLAB AGGREGATE ANCHOR AIR HANDLING UNIT ALUMINUM DOOR ALARM ALTERNATE ALUMINUM AMBIENT AMPLIFIER AMOUNT ANNUNCIATOR ANODIZED ANTENNA ACCESS PANEL APPENDIX ARCHITECT(URAL) ASBESTOS ABOVE SUSPENDED CEILING ASPHALT ASYMMETRICAL AUDIO VISUAL AVENUE ACOUSTICAL WALL COVERING ACOUSTICAL WALL PANEL BALLED AND BURLAPPED BAFFLE BALANCE BULLETIN BOARD BOTTOM OF CURB BOARD BEVEL BOTH FACES BELOW FINISH FLOOR BACKFLOW PREVENTER BITUMINOUS BED JOINT BASE LINE BUILDING BLOCK BLOCKING BULKHEAD BALLAST BEAM BOTTOM OF BACK OF CURB BOTTOM OF WALL BASE PLATE BRACING BRIDGING JOIST BEARING BEARING PLATE BRICK BRACKET BRASS BRONZE BOTH SIDES BASEMENT BOTTOM BUILT-UP ROOF BOTH WAYS BOTTOM OF WALL CENTER TO CENTER CURB AND GUTTER CABINET CARPET CAVITY CATCH BASIN CLOSED CIRCUIT TELEVISION CEMENT CEMENT PLASTER CERAMIC CERAMIC TILE COUNTER FLASHING CHALKBOARD CORNER GUARD CHANNEL CHAMFER CHECK CAST IRON CAST IN PLACE CIRCLE CONTROL JOINT CENTER LINE CEILING CEILING DIFFUSER CEILING HEIGHT CONTRACT LIMIT LINE CLOSET CLEAR CLOSURE COMPOSITE CONCRETE MASONRY UNIT CORNER COUNTER CLEANOUT COLUMN COMMERCIAL COMPLETE CONCRETE CONCRETE FLOOR CONFERENCE CONN CONSTR CONT CONTR COORD CORR COV PL CPRS CPT CRCMF CRS CSG CSK CSMT CSWK CT C TV CUB CUR CW DBL GLZ DEPT DET DF DF DFR DH DIA DIM DIST DIV DIW DJ DL DMPF DN DO DR DR CLSR DS DST DT DUPL DVTL DW DWG DWL DWR DWTR E EA EF EJ EL ELEC ELEV EMER EMER SHR ENAM ENCL ENGR ENTR EO EP EPS EPX EQL SP EQ EQUIP EQUIV ERECT ESCAL ESMT EST EW EXC EXG EXH HD EXH FN EXP EXSP EXST EXST GR EXT EXTN EIFS F BRK F/F FBD FC FD FDN FEC FF FFE FGL FIN GR FIN FL FIN FL FLDG FLG FLR FLR SK FLR PL FLR FIN FLT GL FLOUR FOC FOM FOS FPL FPRF FRM FRNT FS FSP FSTNR FTG FURR FUT FXTR GA CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR COORDINATE CORRIDOR COVER PLATE COMPRESSIBLE CARPET CIRCUMFERENCE COLD ROLLED STEEL CASING COUNTERSUNK CASEMENT CASEWORK CERAMIC TILE CABLE TELEVISION CUBICLE CURRENT COLD WATER DOUBLE GLAZING DEPARTMENT DETAIL DRINKING FOUNTAIN DRAPERY FABRIC DOOR FRAME DOUBLE HUNG DIAMETER DIMENSION DISTANCE DIVIDER DEIONIZED WATER DOUBLE JOIST DRAPERY LINER DAMPPROOFING DOWN DITTO DOOR DOOR CLOSURE DOWNSPOUT DOOR STOP DRAIN TILE DUPLICATE DOVETAIL DISHWASHER DRAWING DOWEL DRAWER DUMBWAITER EAST EACH EACH FACE EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR EMERGENCY EMERGENCY SHOWER ENAMEL ENCLOSURE ENGINEER ENTRANCE ELECTRICAL OUTLET ELECTRICAL PANEL EXPANDED POLYSTYRENE EPOXY FLOOR EQUALLY SPACED EQUAL EQUIPMENT EQUIVALENT ERECTION ESCALATOR EASEMENT ESTIMATE EACH WAY EXCAVATE EXISTING EXHAUST HOOD EXHAUST FAN EXPANSION EXPOSED EXISTING EXISTING GRADE EXTERIOR EXTENSION EXTERIOR INSULATION & FINISH SYSTEM FIRE BRICK FACE TO FACE FIBERBOARD FIRE COATED FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER CABINET FACTORY FINISH FINISH FLOOR ELEVATION FIBERGLASS FINISH GRADE FINISH FLOOR FINISH FLOWLINE FOLDING FLANGE FLOOR FLOOR SINK FLOOR PLATE FLOOR FINISH FLOAT GLASS FLUORESCENT FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FIREPLACE FIREPROOFING FRAME FRONT FULL SIZE FIRE STANDPIPE FASTENER FOOTING FURRING FUTURE FIXTURE GYPSUM ASSOCIATION GALV GB GDRL GENL GENL CONTR GFI GL GL BLK GLU LAM GLZ GLZ CMU GND GPDW GR BM GR GRTG GUT GYP GYP PLAS H H&CW HB HC HC HCMU HD HDJT HDBD HDR HDWD HGT HLB HM HMD HMF HNDRL HO HORIZ HR HS HSB HTG HVAC HW HYD ID IF INCAND INL INSTL INSUL INTR INV INV EL JAN JC JST JT KB KO KOP KPL KWY L LAB LAT LAV LB LBR LCMU LD BRG LDG LF LG LH LHR LIN LIQ LKR LKR RM LL LNTL LOC LONG LRG LS LT LT WT LTG LVL LVR LW PLAS LWC M MAINT MARB MAS MATL MAX MB MBR MC MDF MDO ME ME MECH MED MEMB MEZZ MFG MFR MH MIL MIN MIR MISC MK MKRBD ML MLC MLDG MLWK GALVANIZED GRAB BAR GUARD RAIL GENERAL GENERAL CONTRACTOR GROUND FAULT INTERRUPTER GLASS GLASS BLOCK GLUE LAMINATED GLAZING GLAZED CONCRETE MASONRY UNIT GROUND GYPSUM DRY WALL GRADE BEAM GRADE GRATING GUTTER GYPSUM GYPSUM PLASTER HIGH HOT & COLD WATER HOSE BIBB HOLLOW CORE HANDICAP HOLLOW CONCRETE MASONRY UNIT HEAVY DUTY HEAD JOINT HARDBOARD HEADER HARDWOOD HEIGHT HORIZONTAL LOUVER BLINDS HOLLOW METAL HOLLOW METAL DOOR HOLLOW METAL FRAME HAND RAIL HOLD-OPEN HORIZONTAL HOUR HIGH STRENGTH HIGH STRENGTH BOLT HEATING HEATING, VENTILATION, AIR CONDITIONING HOT WATER HYDRANT INSIDE DIAMETER INSIDE FACE INCANDESCENT INLET INSTALLATION INSULATION INTERIOR INVERT INVERT ELEVATION JANITOR JANITOR'S CLOSET JOIST JOINT KNEE BRACE KNOCKOUT KNOCKOUT PANEL KICK PLATE KEYWAY LEFT LABORATORY LAY-IN ACOUSTICAL TILE LAVATORY POUND LUMBER LIGHTWEIGHT CONCRETE MASONRY UNIT LOAD BEARING LANDING LINEAR FOOT LENGTH LEFT HAND LEFT HAND REVERSE LINOLEUM LIQUID LOCKER LOCKER ROOM LIVE LOAD LINTEL LOCATION LONGITUDINAL LARGE LUMP SUM LIGHT LIGHTWEIGHT LIGHTING LEVEL LOUVER LIGHTWEIGHT PLASTER LIGHTWEIGHT CONCRETE METER MAINTENANCE MARBLE MASONRY MATERIAL MAXIMUM MARKERBOARD MEMBER METAL CLAD MEDIUM DENSITY FIBERBOARD MEDIUM DENSITY OVERLOAD MATCH EXISTING MISCELLANEOUS EQUIPMENT MECHANICAL MEDIUM MEMBRANE MEZZANINE MANUFACTURING MANUFACTURER MANHOLE MILLIMETER MINIMUM MIRROR MISCELLANEOUS MARK MARKERBOARD MATCH LINE METAL LABORATORY CASEWORK MOLDING MILLWORK MO MOD MTD MTG MTL MTR MULL MULT MVBL N N/A NEG NF NIC NO NOM NS NTS O/O OA OC OD OD OF OFCI OFF OFOI OH OHD OPER OPNG OPP OPT ORIG OVHD OXY OZ P/C PAR PARG PB PBD PC PCPLAS PED PERF PERIM PERM PERP PF PFP PGBD PH PL PLAM PLAS PLAT PLBG PLYWD POL POLY POLYISO POS PR PREFAB PRELIM PRKG PROJ PS PT PT PTN PVC PVG PVMT PWR QT QTY QUAL R RAD RB RBR RC RCP RD REC RECD RECPT RECT REF REINF REM REQD RESIL RFM RFG RH RHR RND RO RST RT RV RVS S S SALV SB SC SCH SCMU SCRN SD SECT SF SGL SHR SHTHG SHVL SIM SJ SK MASONRY OPENING MODULE MOUNTED MEETING METAL MORTAR MULLION MULTIPLE MOVABLE NORTH NOT APPLICABLE NEGATIVE NEAR FACE NOT IN CONTRACT NUMBER NOMINAL NEAR SIDE NOT TO SCALE OUT TO OUT OVERALL ON CENTER OUTSIDE DIAMETER OVERFLOW DRAIN OUTSIDE FACE OWNER FURNISHED CONTRACTOR INSTALL OFFICE OWNER FURNISHED OWNER INSTALLED OVERHEAD OVERHEAD DOOR OPERABLE OPENING OPPOSITE OPTIONAL ORIGINAL OVERHEAD OXYGEN OUNCE PRECAST PARALLEL PARGING PANIC BAR PARTICLE BOARD PORTLAND CEMENT PORTLAND CEMENT PLASTER PEDESTAL PERFORATED PERIMETER PERMANENT PERPENDICULAR PANEL FABRIC PRE-FINISHED PANELS PEGBOARD PHASE PLASTIC LAMINATE PLASTIC LAMINATE PLASTER PLATFORM PLUMBING PLYWOOD POLISHED POLYSTYRENE POLYISOCYANURATE POSITIVE PAIR PREFABRICATED PRELIMINARY PARKING PROJECT PROJECTION SCREEN PAINT PORCELAIN TILE PARTITION POLYVINYL CHLORIDE PAVING PAVEMENT POWER QUARRY TILE QUANTITY QUALITY RISER RADIUS RUBBER BASE RUBBER REINFORCED CONCRETE REINFORCED CONCRETE PIPE ROOF DRAIN RECESSED RECEIVED RECEPTACLE RECTANGULAR REFERENCE REINFORCEMENT REMOVABLE REQUIRED RESILIENT RECESSED FLOOR MAT ROOFING RIGHT HAND RIGHT HAND REVERSE ROUND ROUGH OPENING RUBBER STAIR TREAD RUBBER TILE ROOF VENT REVERSE SOUTH SEATING SALVAGE SPLASH BLOCK SOLID CORE SCHEDULE SOLID CONCRETE MASONRY UNIT SCREEN STORM DRAIN SECTION SYSTEMS FURNITURE SINGLE SHOWER SHEATHING SHELVES SIMILAR SLIP JOINT SINK SLA SLP SLS SLV SM SMLS SP SPCL SPEC SPKLR SPKR SPRT SQFT SQ SQIN SQYD SSK SS SSM ST ST STAG STC STD STIR STL JST STL PL STL STN STOR STRUCT STRUCT STL SUPPL SURF SUSP SUSP CLG SVB SVF SYM SYMM SYST T&B T&G T TB TB-xx TC TD TE TECH TEMP TER THK THRES THRU TKBD TLT TMPD TMPD GL TNL TO TOF TOFF TOJ TOL TOS TOT TOW TRNBKL TS TV TYP UF UFD UG UL ULT UNEX UNFIN UNO UPS UR UTIL V VAC VAV VB VB VCT VDB VERT VEST VIB VNR VOL VR VT VWC W/ W/W W/O W WC WC WCPT WD WDD WDW WF WF WGL WH WHSE WL WLD WR WS WSCT WT WTR WTRPRF WWM X SECT SLATE SLOPE SUB-FLOOR LEVELING SYSTEM SLEEVE SHEET METAL SEAMLESS SPACING SPECIAL SPECIFICATION SPRINKLER SPEAKER SUPPORT SQUARE FOOT SQUARE SQUARE INCH SQUARE YARD SERVICE SINK STAINLESS STEEL SOLID SURFACING MATERIAL STAIN STREET STAGGERED SOUND TRANSMISSION CLASS STANDARD STIRRUP STEEL JOIST STEEL PLATE STEEL STONE STORAGE STRUCTURAL STRUCTURAL STEEL SUPPLEMENT SURFACE SUSPENDED SUSPENDED CEILING SHEET VINYL BASE SHEET VINYL FLOOR SYMBOL SYMMETRICAL SYSTEM TOP & BOTTOM TONGUE & GROOVE TABLE TACKBOARD TEST BORING-xx (E.G. TB-1) TOP OF CURB TRENCH DRAIN TRANSITION EDGE TECHNICAL TEMPORARY TERRAZZO THICK THRESHOLD THROUGH TACKBOARD TOILET TEMPERED TEMPERED GLASS TUNNEL TOP OF TOP OF FLANGE TOP OF FINISH FLOOR TOP OF JOIST TOLERANCE TOP OF STEEL TOTAL TOP OF WALL TURNBUCKLE TUBE STEEL TELEVISION TYPICAL UPHOLSTERY FABRIC UNDER FLOOR DUCT UNDERGROUND UNDERWRITERS LABORATORY ULTIMATE UNEXCAVATED UNFINISHED UNLESS NOTED OTHERWISE UNITERRUPTIBLE POWER SUPPLY URINAL UTILITY VOLT VACUUM VARIABLE AIR VOLUME VAPOR BARRIER VINYL BASE VINYL COMPOSITION TILE VISUAL DISPLAY BOARD VERTICAL VESTIBULE VIBRATION VENEER VOLUME VAPOR RETARDER VINYL TILE VINYL WALL COVERING WITH WALL TO WALL WITHOUT WEST WATER CLOSET WALL COVERING WALL CARPET WOOD WOOD DOOR WINDOW WOOD FLOORING WIDE FLANGE WIRE GLASS WALL HUNG WAREHOUSE WIND LOAD WELDED WATER RESISTANT WEATHERSTRIPPING WAINSCOT WEIGHT WATER WATERPROOFING WELDED WIRE MESH CROSS SECTION PROJECT DESCRIPTION THIS PROJECT ENTAILS THE CONSTRUCTION OF A NEW OPERATOR HOUSE PER THE AGREEMENT BETWEEN THE OWNER AND LEITNER-POMA AND WILL BE USED FOR THE OPERATIONS OF THE ASSOCIATED GONDOLA LIFT. THE BUILDING HAS ELECTRICAL AND OTHER OPERATIONAL EQUIPMENT FOR THE ASSOCIATED GONDOLA LIFT. THE BUILDING CONSISTS OF A CAST-IN-PLACE CONCRETE FOUNDATION, A WOOD FRAME STRUCTURE, A STEEL STUD BASE FRAME, AND A COMPOSITE SHINGLE ROOF. - AS REQ'D - * This DRAWING and its DESIGN are Proprietary to LEITNER-POMA of AMERICA * Duplication without the Permission of LEITNER-POMA of AMERICA is Prohibited * 22 x 34" DESCRIPTION SPECS / CHECKED BY CAD Program Revit DRAWING STATUS SKILIFTS CHAIRLIFTS GONDOLAS TRAMWAYS GRAND JUNCTION COLORADO , USA CABLE TRANSPORT SYSTEMS DATE DRAWN SCALE (S) SECURITY LEVEL DRAWN BY DRAWING PROJECTION DRAWING FORMAT DRAWING & ITEM NUMBERDESIGNED BY MODEL YEAR / / - - - D // OPERATOR HOUSE 2024 PRINT DATE REFERENCE /OTHER // / / / 12" = 1'-0" G0.0 Standard Symbols, Abbreviations & General Notes DAOA Checker Designer Construction 12x10 RIGHT HAND 41571867_ REV DESCRIPTION OF REVISION DATE BY S S S S S LIFE SAFETY SYMBOLS PROJECT BOUNDARY FIRE EXTINGUISHER 1 HOUR FIRE (EXISTING) FE XX PATH OF TRAVEL (FOR CUMULATIVE DISTANCES REFER TO SCHEDULE) EXIT DISCHARGE WIDTH PROVIDEDP: XX" R: XX"WIDTH REQUIRED SMOKE BARRIER APPLICABLE BUILDING CODES The 2024 edition of the International Building Code (IBC) The 2024 edition of the International Energy Conservation Code (IECC) The 2023 edition of the National Electrical Code (NEC) The 2017 edition of ICC/ANSI A117.1, Accessible and Usable Buildings and Facilities The 2022 edition of the Minimum Design Loads and Associated Criteria for Buildings and Other Structures Code (ASCE 7) The 2024 edition of the National Design Specification for Wood Construction (NDS) The 2022 edition of the Specification for Structural Steel Buildings (AISC 360) The 2022 edition of the National Design Standard for Metal Plate Connected Wood Truss Construction (ANSI/TPI 1) CODE REVIEW Chapter 3 - Use and Occupancy Classification 312 - Utility and Miscellaneous Group U 311.1. Buildings and structures of an accessory character and miscellaneous structures not classified in any specific occupancy. Chapter 4 - Special Detailed Requirements Based on Use and Occupancy Not Applicable. Chapter 5 - General Building Heights and Areas 504 - Building Height 504.3 - Allowed Building Height (U Occupancy, Type VB) - 40', 1 Story Actual Building Height - 11'-5", 1 Story 506 - Building Area Allowed Building Area - (U Occupancy, Type VB) - 5,500 square feet per floor above grade plane. Actual Building Area - 200 gross square feet per floor above grade plane. Chapter 6 - Types of Construction 602 - Construction Classification Type VB - Primary Structural Frame - 0 hours Bearing Walls - Interior - 0 hours/Exterior - 0 hours Non-bearing walls and partitions - Exterior - (U Occupancy, Type VB) - Fire Separation Distance > 30', 0 hour rating required. Non-bearing walls and partitions - Interior - 0 hours Floor construction and secondary members - 0 hours Roof construction and secondary members - 0 hours Chapter 7 - Fire and Smoke Protection Features 705 - Exterior Walls - Exterior bearing walls shall be 2 hour fire resistance rated assemblies, rated for exposure from the inside , as the fire separation distance is greater than 10'. 705.2 - Projections. (Fire Separation Distance > 5'), Minimum Distance 40" from FSD 705.2.2 - Type V construction. Projections from walls of Type V construction shall be of any approved material. 705.2.3 - Projection protection - Exception: Type VB construction shall be allowed for combustible projections in Group U occupancies with a fire separation distance greater than or equal to 5 feet. Chapter 8 - Interior Finishes 803 - Wall and Ceiling Finishes 803.1 - Interior wall and ceiling finish materials shall be classified for fire performance and smoke development in accordance with section 803.1.1 where interior wall and ceiling finish materials shall be classified in accordance with NFPA 286 and comply with 803.1.1.1. 803.13 - Interior finish requirements based on occupancy. - Per Table 803.13 Group U - No Restrictions Chapter 9 - Fire Protection Systems 901 - General 906 - Portable Fire Extinguishers 906.1 - Portable fire extinguishers are not required at normally unmanned Group U occupancy buildings or structures where a portable fire extinguisher suitable to the hazard of the location is provided on the vehicle of visiting personnel. 906.3 - Size and Distribution Ordinary (Moderate) Hazard Occupancy (U) - Minimum 2-A Rating, Max 1500 square feet per unit A (3000 square feet min.), 11,250 square feet max floor area, 75 feet max travel distance. Chapter 10 - Means of Egress 1003.2 - Ceiling Height - The means of egress shall have a ceiling height of not less than 7'-6". 1004.1 - Design occupant load - See Occupant Load Table. 1005.1 - Minimum required egress width - See Occupant Load Table. 1006 Number of Exits and Exit Access Doorways 1006.2.1 Maximum Common Path of Travel (U Occupancy, <30 Occupants, Nonsprinklered) - 100' 1006.3.2 - Single Exits - A single exit is allowed, as the occupant load of each U Occupancy story is less than 30. 1009 - Accessible Means of Egress are not required, as the building is not required to be accessible per 1103.2.9 - Equipment Spaces. 1010.1 - Doors. Means of egress doors shall meet the requirements of this section. 1010.1.1 - Size of Doors - Doors shall have a minimum clear opening width of 32". 1010.1.10 - Panic and Fire Exit Hardware - Electrical rooms with equipment rated 1,200 amperes or more, and over 6 feet wide, and that contain over current devices, switching devices, or control devices with exit or exit access doors, shall be equipped with panic hardware or fire exit hardware. The doors shall swing in the direction of egress travel. 1011 - Stairways 1011.2 Exception 1 - Stairways serving an occupant load of less than 50 shall have a width of not less than 36". 1013 - Exit Signs - Where Required - Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. 1017 - Exit Access Travel Distance - Per table 1017.2 U (non-sprinklered) - 300' Chapter 11 - Accessibility 1103 - Scoping Requirements 1103.2.9 - Equipment Spaces - Spaces frequented only by service personnel for maintenance, repair, or occasional monitoring of equipment are not required to comply with this chapter. Chapter 12 - Interior Environment 1202.3 Unvented attic and unvented enclosed rafter assemblies Unvented attics and unvented enclosed roof framing assemblies created by ceilings applied directly to the underside of the roof framing members/rafters and the structural roof sheathing at the top of the roof framing members shall be permitted where all of the following conditions are met: 1. The unvented attic space is completely within the building thermal envelope. 2. No interior Class I vapor retarders are installed on the ceiling side (attic floor) of the unvented attic assembly or on the ceiling side of the unvented enclosed roof framing assembly. 3. Where wood shingles or shakes are used, not less than a 1/4-inch (6.4mm) vented airspace separates the shingles or shakes and the roofing underlayment above the structural sheathing. 4. In Climate Zones 5, 6, 7, and 8, any air-impermeable insulation shall be a Class II vapor retarder or shall have a Class II vapor retarder coating or covering in direct contact with the underside of the insulation. 5. Insulation shall comply with either Item 5.1 or 5.2, and additionally Item 5.3. 5.1 Item 5.1.1, 5.1.2, 5.1.3 or 5.1.4 shall be met, depending on the air permeability of the insulation directly under the structural roof sheathing 5.1.1 Where only air-impermeable insulation is provided, it shall be applied in direct contact with the under-side of the structural roof sheathing. Chapter 29 -Plumbing Systems Section 2902 - Minimum Plumbing Facilities - Plumbing facilities are not required in U-Occupancy buildings 2024 IECC This structure is exempt from the envelope provisions of the 2024 IECC per C402.1.2 - Equipment Buildings. C402.1.2 - Equipment Buildings C402.1.2 Equipment Buildings. Buildings that comply with the following shall be exempt from the thermal envelope provisions of this code: 1. Are separate buildings with floor area not more than 1,200 square feet (110 m2). 2. Are intended to house electric equipment with installed equipment power totaling not less than 7 watts per square foot (75 W/m2) and not intended for human occupancy 3. Have a heating system capacity not greater than (17,000 Btu/hr) (5 kW) and a heating thermostat setpoint that is restricted to not more than 50F (10C). 4. Have an average wall and roof U-factor less than 0.200 in Climate Zones 1 through 5 and less than 0.120 in Climate Zones 6 through 8. 5. Comply with the roof solar reflectance and thermal emittance provisions for Climate Zone 1. C402.3 Roof solar reflectance and thermal emittance. Low-sloped roofs directly above cooled conditioned spaces in Climate Zones 0 through 3 shall comply with one or more of the options in Table C402.3. The structure is exempt from this requirement, as it is not a cooled conditioned space, only heated. Project Summary This project entails constructing a new lift control building per the agreement between the Owner and Leitner-Poma. The building is classified as an U Occupancy, as the building will be used for the operation of associated gondola lift equipment and has a gross floor area less than 1,500 square feet. 1 4 ABCL 3 B.1 A.1 2 A.2B.2 64 SF U 100 47 SF U 204 1-A 1B - AS REQ'D - * This DRAWING and its DESIGN are Proprietary to LEITNER-POMA of AMERICA * Duplication without the Permission of LEITNER-POMA of AMERICA is Prohibited * 22 x 34" DESCRIPTION SPECS / CHECKED BY CAD Program Revit DRAWING STATUS SKILIFTS CHAIRLIFTS GONDOLAS TRAMWAYS GRAND JUNCTION COLORADO , USA CABLE TRANSPORT SYSTEMS DATE DRAWN SCALE (S) SECURITY LEVEL DRAWN BY DRAWING PROJECTION DRAWING FORMAT DRAWING & ITEM NUMBERDESIGNED BY MODEL YEAR / / - - - D // OPERATOR HOUSE 2024 PRINT DATE REFERENCE /OTHER // / / / As indicated G0.1 Building Code Data DAOA Checker Designer Construction 12x10 RIGHT HAND 41571867_ Occupant Load Table Number Room Name Occupancy Classification Area Area Function SF PER OCCUPANT Occupant Load Required Exiting Width 204 (IBC) U Not Placed IBC_Accessory storage areas, mechanical equipment room 300 SF Not Placed: 1 0 SF 0.00 0 100 (IBC) U 64 SF IBC_Accessory storage areas, mechanical equipment room 300 SF 0.21 0 204 (none) 47 SF (none) Main Level: 2 110 SF 0.21 0 Grand total: 3 110 SF 0.21 0 EGRESS TRAVEL DISTANCES PATH NAME DISTANCE 1-A 19' - 1 5/8" 1B 22' - 10" SCALE: 1/4" = 1'-0" Life Safety Plan REV DESCRIPTION OF REVISION DATE BY 2x4 @ 16" O.C. TYP. PROVIDE (2) 16d NAILS INTO TOP AND BOTTOM PLATEQUADRUPLE STUDS FOR PANELING ROUGH OPENING (INTERIOR ONLY) BLOCKING PROVIDE 16d TOE NAILS INTO TRUSS AND (2) 16d TOE NAILS INTO TOP PLATE TRUSS BY OTHERS BLOCKING TIE TRUSS TO WALL WITH SIMPSON H2.5 HURRICANE TIE TIE TOP OF INTERIOR WALL TO EXTERIOR WALL TOP PLATES WITH SIMPSON STRAP TYP. 14 1/2" 19 1 / 2 " 4' - 2 " TRUSS BY OTHERS (2) 2X10 DFL HEADER ALL WINDOWS AND DOORS STEEL BASE FRAME Main Level 0' -0" 3'-4 1/2" 16'' O.C MAX SPACING STUD BELOW EVERY TRUSS HOLD DOWN T.O. Wall 8' -4 1/2" 10 ' - 9 " 3'-4 1/2" 13 1/4" TRUSS BY OTHERS PROVIDE OPENING 13 1/4" X 13 1/4" (SEE ELECTRICAL PLAN) OPENING FOR 8' X 3' DOOR PROVIDE OPENING 13 1/4" X 13 1/4" (SEE ELECTRICAL PLAN) S1.0 6 OPENING FOR 3'-0" DOOR 13 ' - 6 1 / 2 " O U T S I D E O F F R A M I N G 3' - 4 1 / 2 " HOLD DOWN, TYP. OF (4) LOCATIONS 2'- 0 3/4" 5'-2 3/4" 2'- 0 3/ 4 " 2'-8" DOOR3'-0" DOOR3/4" PLYWOOD FLOOR (or OSB) w/ 1/4" SCREWS @ 6" O.C. AT SUPPORTED EDGES AND 12" O.C. IN THE FIELD 3'-4 1/2" 2' - 8 3 / 4 "1'-11 1/2"WINDOW1'-11 1/2"WINDOW4'-11 1/2" WINDOW STEEL FRAME MEMBERS BELOW BY LPOA 2' -7 1 / 2 " WI N D O W S1.03 S1.0 5 S1.0 4 S1.0 7 ACCESS HATCH 3' - 0 " 2'-0" 2' - 0 " 4' - 0 " 2' - 9 " SHEARWALL PANEL AND NAILING ON THE BACK OF PARTITION WALL. PROVIDE BLOCKING AND 32/16 SPAN CLASS (MIN 15/32") OSB w/ 8d NAILS @ 4" O.C. AT PANEL EDGES AND 8d NAILS @ 6" O.C. AT INTERIOR SUPPORTS w/ 1/4" SCREWS @ 6" O.C. THROUGH BOTTOM PLATE INTO BASE FRAME 2'-8 1/4" 35" xFB xSG3 xCC 1'-2 3/8" 2'-0" 6' - 6 1 / 2 5 6 " WHEN DFB/DLC COMBO IS PRESENT, THE DSG3 RO IS OMITTED. THE xFB RO WILL BECOME FROM THE FLOOR UP TO 70.9" SHEARWALL, PROVIDE BLOCKING AND 32/16 SPAN CLASS (MIN 15/32") OSB w/ 8d NAILS @ 4" O.C. AT PANEL EDGES AND 8d NAILS @ 6" O.C. AT INTERIOR SUPPORTS w/ 1/4" SCREWS @ 6" O.C. THROUGH BOTTOM PLATE INTO BASE FRAME TYPICAL WALL SHEATHING, PROVIDE 15/32" SHEATHING w/ 8d NAILS AT 4" O.C. AT SUPPORTED EDGES, AND w/ 8d NAILS IN THE FIELD VENT IN DOOR OPENING FOR 3'-0" DOOR VENT FAN PENETRATION JUST BELOW CEILING. COORDINATE WITH L-POA ELECTRICAL DEPARTMENT VENT FAN PENETRATION JUST BELOW CEILING. COORDINATE WITH L-POA ELECTRICAL DEPARTMENT SHEARWALL, PROVIDE BLOCKING AND 32/16 SPAN CLASS (MIN 15/32") OSB w/ 8d NAILS @ 4" O.C. AT PANEL EDGES AND 8d NAILS @ 6" O.C. AT INTERIOR SUPPORTS w/ 1/4" SCREWS @ 6" O.C. THROUGH BOTTOM PLATE INTO BASE FRAME1'-1 1/4" 1' - 1 1 / 4 " 1'-1 1/4" 1' - 1 1 / 4 " BLOCKED DIAPHRAGM 40/20 SPAN CLASS (MIN 19/32") OSB w/ 10d NAILS @ 6" O.C. AT PANEL EDGES AND 10d NAILS @ 12" O.C. AT INTERIOR SUPPORTS (STAGGER NAILS WHEN DOUBLE TRUSSES ARE USED) - AS REQ'D - * This DRAWING and its DESIGN are Proprietary to LEITNER-POMA of AMERICA * Duplication without the Permission of LEITNER-POMA of AMERICA is Prohibited * 22 x 34" DESCRIPTION SPECS / CHECKED BY CAD Program Revit DRAWING STATUS SKILIFTS CHAIRLIFTS GONDOLAS TRAMWAYS GRAND JUNCTION COLORADO , USA CABLE TRANSPORT SYSTEMS DATE DRAWN SCALE (S) SECURITY LEVEL DRAWN BY DRAWING PROJECTION DRAWING FORMAT DRAWING & ITEM NUMBERDESIGNED BY MODEL YEAR / / - - - D // OPERATOR HOUSE 2024 PRINT DATE REFERENCE /OTHER // / / / 1/4" = 1'-0" S1.0 Operator House Wood Framing -RD -HE -12'X10' DAOA Checker Designer Construction 12x10 RIGHT HAND 41571867_ SCALE: 1/4" = 1'-0" Left Elevation - Structural Framing3 SCALE: 1/4" = 1'-0" Front Elevation - Structural Framing4 SCALE: 1/4" = 1'-0" Right Elevation - Structural Framing5 SCALE: 1/4" = 1'-0" Rear Elevation - Structural Framing6 SCALE: 1/4" = 1'-0" Main Level Framing Plan1 SCALE: 1/4" = 1'-0" Partition Wall Elevation - Structural Framing7 SCALE: 1/4" = 1'-0" Side Shear wall Elevation8 SCALE: 1/4" = 1'-0" Rear Shear wall Elevation9 SHEET NOTES: 1. REF SHEET S2 FOR ADDITIONAL NOTES AND DEFINITIONS. 2. DIAPHRAGM AND SHEARWALL SPECIFICATIONS APPLY TO SEISMIC ZONES ONLY, OTHERWISE NAILING AT 6" O.C. ALONG SUPPORTED EDGES AND 12" IN THE FIELD. SCALE: 1/4" = 1'-0" Roof Diaphragm Plan2 REV DESCRIPTION OF REVISION DATE BY 3/8" SHEATHING (2) 16d NAILS @ 12" oc DOUBLE TOP PLATE (2) 16d NAILS 8d NAILS, TYP. REF SHEET S1 FOR NAILING REQUIREMENTS TYPICAL 2x STUD (2) 16d NAILS SILL PLATE STUDS HSS BASE FRAME PLYWOOD SILL PLATE 1/4" SELF DRILLING SCREWS @ 6" oc. PROVIDE WASHERS TRUSS, TYP. 2x BLOCKING, TYP. 16d THRU OR TOE NAILS, TYP. STUDS 16d TOE NAILS, TYP. DOUBLE TOP PLATE TIE TRUSSES TO WALL WITH SIIMPSON H2.5 HURRICANE TIE REF 3/S2, TYP. PROVIDE EDGE NAILING OF ROOF DIAPHRAM TO BLOCKING 2" C L E A R C O V E R BOLT-ON WELD PLATE US3235897 WALL FRAMING OPERATOR HOUSE BASE FRAME FOUNDATION WALL (REF FOUNDATION DRAWING) 5/8" x 4 1/2" EXPANSION ANCHOR x2 PER PLATE FILL TYP 5/16 BOLT-ON WELD PLATE US3235897 OPERATOR HOUSE BASE FRAME TYP 5/16 *NOTE* PAINT AFTER WELDING 1 1/4" 14 1 / 2 " 1 1/4" 14 1/2" OUTSIDE FACE OF WALL COLLAR SHEATHING SIDING TRUSS DOUBLE TOP PLATE FAN FLOW WALL COLLAR PANELING SILL PLATE LOUVRE BASE FRAME THREADED BLOCK IN BASE FRAME WITH 5/8" NUT 5/8" ALLTHREAD w/DOUBLE NUT SIMPSON HDU2-SDS2.5 HOLDOWN w/(6) 1/4" x 2 1/2" SIMPSON SCREWS INTO STUD(2) STUD MIN SILL PLATE PLYWOOD (NOTCH AS NEEDED) 1-5/16 FOR HDU2 (FROM FACE OF STUD - AS REQ'D - * This DRAWING and its DESIGN are Proprietary to LEITNER-POMA of AMERICA * Duplication without the Permission of LEITNER-POMA of AMERICA is Prohibited * 22 x 34" DESCRIPTION SPECS / CHECKED BY CAD Program Revit DRAWING STATUS SKILIFTS CHAIRLIFTS GONDOLAS TRAMWAYS GRAND JUNCTION COLORADO , USA CABLE TRANSPORT SYSTEMS DATE DRAWN SCALE (S) SECURITY LEVEL DRAWN BY DRAWING PROJECTION DRAWING FORMAT DRAWING & ITEM NUMBERDESIGNED BY MODEL YEAR / / - - - D // OPERATOR HOUSE 2024 PRINT DATE REFERENCE /OTHER // / / / 1 1/2" = 1'-0" S2 Operator House Structural Details -HE -12'X10' DAOA Checker Designer Construction 12x10 RIGHT HAND 41571867_ SCALE: 1 1/2" = 1'-0" Typical Wall Framing1 SCALE: 1 1/2" = 1'-0" Typical Sill Plate To Frame2 SCALE: 1 1/2" = 1'-0" Typical Truss To Top Plate3 SCALE: 1 1/2" = 1'-0" Base Frame To Foundation4 SCALE: 1 1/2" = 1'-0" Typical Wall Framing 25 SCALE: 1 1/2" = 1'-0" Hold Down Connection6 GENERAL STRUCTURAL NOTES: CODE CRITERIA: DESIGN IS BASED ON THE REQUIREMENTS OF THE 2022 ASCE 7, 2024 IBC, 2024 NDS, 2022 AISC 360, AND 2022 ANSI/TPI 1 THE FOLLOWING DESIGN LOADS WERE USED: GROUND SNOW LOAD: 300 PSF IMPORTANCE FACTOR: 0.8 SNOW EXPOSURE FACTOR: 1 THERMAL FACTOR: 1.1 ROOF SLOPE FACTOR: 1 SLOPED ROOF SNOW LOAD: 185 PSF ULTIMATE WIND SPEED: 140 MPH -EXPOSURE C SEISMIC DESIGN WAS BASED UPON THE FOLLOWING: IMPORTANCE FACTOR: 1 Ss: 1.170 S1: 0.393 SEISMIC SITE CLASS: D Fa: 1.032 Fv: 1.614 DESIGN CATEGORY: D MATERIALS: WOOD FRAMING LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. FOLLOW NDS GUIDELINES FOR ALLOWABLE DESIGN VALUES AND ADJUSTMENT FACTORS FOR D-FIR. LUMBER SHALL BE THE SPECIES AND GRADE NOTED BELOW: USE GRADE ALL STRUCTURAL FRAMING MEMBERS KILN-DRIED DOUGLAS FIR-LARCH NO. 2 THE MODULUS OF ELASTICITY FOR DOUGLAS FIR IS APPROXIMATELY 1.5E WOOD TRUSSES: 1. DESIGN AND CONSTRUCTION A. FOLLOW ANSI/TPI 1-2022 FOR THE DESIGN AND CONSTRUCTION OF METAL-PLATE-CONNECTED WOOD TRUSSES. B. ENSURE TRUSSES ARE DESIGNED BY A QUALIFIED ENGINEER AND MEET ALL APPLICABLE LOAD REQUIREMENTS (e.g., LIVE, DEAD, WIND, AND SEISMIC LOADS). 2. MATERIALS A. USE GRADED LUMBER AND METAL CONNECTOR PLATES AS SPECIFIED IN THE ANSI/TPI 1. B. ENSURE ALL MATERIALS MEET THE QUALITY STANDARDS OUTLINED IN THE TPI GUIDELINES. 3. INSTALLATION A. FOLLOW THE TRUSS MANUFACTURER'S INSTALLATION INSTRUCTIONS. B. ENSURE PROPER BRACING DURING INSTALLATION TO PREVENT TRUSS MOVEMENT AND POTENTIAL DAMAGE. C. VERIFY THAT ALL CONNECTIONS ARE SECURE AND THAT TRUSSES ARE PROPERLY ALIGNED. 4. QUALITY ASSURANCE A. IMPLEMENT A QUALITY ASSURANCE PROGRAM AS RECOMMENDED BY TPI TO ENSURE TRUSSES ARE MANUFACTURED AND INSTALLED CORRECTLY. B. CONDUCT REGULAR INSPECTIONS TO VERIFY COMPLIANCE WITH DESIGN SPECIFICATIONS AND STANDARDS. TRUSS TOP CHORD: SNOW LOAD: SEE GENERAL NOTES DEAD LOAD: 10 PSF TRUSS BOTTOM CHORD: DEAD LOAD: 10 PSF WIND LOADS: SEE GENERAL NOTES STRUCTURAL STEEL: STRUCTURAL STEEL PLATES SHALL BE ASTM A36, HSS SHALL BE ASTM A500, GRADE B (Fy = 46 KSI). DESIGN AND FABRICATION SHALL BE IN ACCORDANCE WITH THE AISC 360 SPECIFICATIONS FOR THE DESIGN , FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. WELDING SHALL BE BY AWS CERTIFIED WELDERS. PREQUALIFIED PROCEDURES ARE TO BE USED. DEFINITIONS 1. TYP INDICATES TYPICAL. 2. OPP INDICATED OPPOSITE. 3. REF INDICATES REFERENCE. 4. SIM INDICATES SIMILAR. 5. RIGHT AND LEFT ARE FROM LIFT OPERATORS POSITION 1. DEFLECTION LIMITS -ROOF RAFTERS AND TRUSSES SHOULD BE DESIGNED FOR A DEFLECTION LIMIT OF L/360 UNDER LIVE LOAD. 2. FIELD VERIFICATION -VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD BEFORE FABRICATION AND INSTALLATION. COORDINATE WITH OTHER TRADES TO ENSURE CLEARANCES AND AVOID CONFLICTS. 3. SEISMIC AND WIND DESIGN -DESIGN ALL STRUCTURAL ELEMENTS TO WITHSTAND WIND AND SEISMIC FORCES AS PER ASCE 7 AND LOCAL BUILDING CODES. PROVIDE ENGINEERING CERTIFICATION FOR ALL PRE-ENGINEERED STRUCTURAL SYSTEMS AND COMPONENTS. 4. MOISTURE PROTECTION -PROTECT WOOD FRAMING FROM MOISTURE DURING CONSTRUCTION TO PREVENT DECAY AND ENSURE LONG-TERM DURABILITY. USE APPROPRIATE FLASHING AND SEALANTS AT OPENINGS AND PENETRATIONS. PROGRAM NOTES: 1. THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH THE IBC BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO THE MATERIAL SAMPLING AND TESTING SECTION, THE PROJECT SPECIFICATIONS AND THE SPECIFIC GENERAL NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTOR AND BUILDING OFFICIAL. ANY MATERIALS WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. 2. CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION (UBC 1701.6.1). PERIODIC SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE. 3. ALL WELDS SHALL BE VISUALLY INSPECTED. 4. PERIODIC SPECIAL INSPECTION IS ALLOWED FOR WELDING OF ASTM A 706 REINFORCING STEEL NOT GREATER THAN NO. 5 USED FOR EMBEDMENTS, PROVIDED THE MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES, AND WELDERS ARE VERIFIED PRIOR TO THE START OF WORK ; PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. TASK CONTINUOUS PERIODIC CONCRETE FOUNDATIONS: REINFORCING PLACEMENT X XANCHOR BOLTS & INSERTS XPREPARATION OF TEST SPECIMENS STEEL FABRICATION: SHOP WELDING SINGLE PASS FILLET WELDS < 5/16"X FIELD WELDING SINGLE PASS FILLET WELDS < 5/16"X WOOD FRAMING: FRAMING X DIAPHRAGM AND SHEARWALL NAILING X INSPECTION PROGRAM REV DESCRIPTION OF REVISION DATE BY CONNECTORS A. USE SIMPSON STRONG TIE CONNECTORS FOR ALL CRITICAL CONNECTIONS, INCLUDING JANGERS, HOLD- DOWNS, AND STRAPS/TIES. B. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS AND LOAD TABLES. C. ENSURE CONNECTORS ARE COMPATIBLE WITH THE TYPE OF WOOD AND ENVIRONMENTAL CONDITIONS (e.g. GALVANIZED FOR EXTERIOR USE). NAILS AND FASTENERS A. USE COMMON NAILS OR EQUIVALENT FOR FRAMING CONNECTIONS, FOLLOWING NDS GUIDELINES FOR SIZE AND SPACING. B. FOR SHEAR WALLS AND DIAPHRAGMS, USE NAILS SPECIFIED. C. ENSURE NAILS ARE DRIVEN FLUSH WITH THE WOOD SURFACE WITHOUT OVERDRIVING, WHICH CAN REDUCE HOLDING POWER. MISCELLANEOUS NOTES: APA SHEATHING REQUIREMENTS: 1. ROOF SHEATHING A. USE APA RATED SHEATHING FOR ROOF APPLICATIONS, ENSURING COMPLIANCE WITH APA GUIDELINES. B. FOLLOW THE APA RECOMMENDATIONS FOR PANEL SPACING, NAILING SCHEDULES, AND VENTILATION REQUIREMENTS. C. ENSURE PANELS ARE INSTALLED WITH THE STRENGTH AXIS PERPENDICULAR TO SUPPORTS AND PROVIDE PROPER EDGE SUPPORT USING PANEL CLIPS OR TONGUE-AND-GROOVE EDGES. 2. WALL SHEATHING A. USE APA RATED SHEATHING FOR WALL APPLICATIONS, ENSURING COMPLIANCE WITH APA GUIDELINES. B. FOLLOW THE APA RECOMMENDATIONS FOR PANEL SPACING, NAILING SCHEDULES, AND MOISTURE PROTECTION. 3. FLOOR SHEATHING A. USE APA RATED STUD-I-FLOOR FOR APPLICATIONS, ENSURING COMPLIANCE WITH APA GUIDELINES. B. FOLLOW THE APA RECOMMENDATIONS FOR PANEL SPACING, NAILING SCHEDULES, AND DEFLECTION LIMITS. 4. SPAN RATINGS FOR OSB SHEATHING AND DECKING A. COMMON SPAN RATINGS FOR OSB SHEATHING AND DECKING ARE AS FOLLOWS: i. 7/16" OSB: 24/16 (ROOF/FLOOR/WALL) ii. 15/32" OSB: 32/16 (ROOF/FLOOR/WALL) iii. 19/32" OSB: 40/20 (ROOF/FLOOR/WALL) iv. 23/32" OSB: 48/24 (ROOF/FLOOR) X 11 44 A A B B 33 B.1 A.1 22 A.2B.2 4 A6.0 A6.0 2 1 12 A1.1w A1.1w 5 5' - 0 3 / 4 " 4' - 1 1 1 / 4 " 2' - 0 " 2'-0"6'-0"2'-0" 10'-1 1/4" Operator 100100 100a 10 2 a 10 0 b 45°4 5 ° 12 ' - 0 " A1.1w 9 A1.1w6 A1.1w 4 A1.1w 7 A1.1w 8 13 A1.1w W1 W2 W1 W3 10'-0" 3'-6"3'-0"3'-6" 4' - 5 1 / 2 " 3' - 0 " 2' - 0 " 4 ' - 3 1 / 4 " 1'-11 1/4" 5 1/2" 5 3/4" 4'-11 1/4"6 1/2"6 1/2" 1'- 1 1 1 / 4 " 5 3 / 4 " 5 1 / 2 " 1' - 1 1 " 2' - 7 1 / 4 " 5" 2' - 0 " 2'-8"3'-1 1/4" ABA.2B.2 12 A1.1w CORRUGATED STEEL WAINSCOT 1X8 METAL FASCIA, PT ANDERSON 100 SERIES VINYL WINDOW 3 1/2" CEDAR TRIM, SATIN CLEAR COAT 10'-8 1/2" 0'-0" 2'-6" MAIN LEVEL T.O. WAINSCOT T.O. ROOF METAL DRIP EDGE FLASHING 6" CEDAR TRIM, SATIN CLEAR COAT 6" CEMENTITIOUS LAP SIDING, PT SW6461 3 1/2" CEDAR TRIM, SATIN CLEAR COAT EXTERIOR JUNCTION BOX MOUNT, INSTALL 1-1/2" METAL TRIM AROUND 4-1/4" METAL TRIM BASE FRAME BY OTHERS CONCRETE FOUNDATION W/ 2" CLEAR COVER W2 STANDING SEAM METAL OVER ICE & WATER SHIELD OVER 5/8" or 19/32" OSB SHEATHING OVER PRE-ENGINEERED WOOD JOIST, COLOR BURNISHED SLATE 1432 4 A6.0 6" CEMENTITIOUS FIBERBOARD LAP SIDING, PT SW6461 CORRUGATED STEEL WAINSCOT 1X8 METAL FASCIA, PT EXTERIOR JUNCTION BOX, INSTALL 1-1/2" METAL TRIM AROUND 3 1/2" CEDAR TRIM, SATIN CLEAR COAT 3 1/2" CEDAR TRIM, SATIN CLEAR COAT ANDERSON 100 SERIES VINYL WINDOW 4-1/4" METAL TRIM HM-2 DOOR, PT SW6461 10'-8 1/2" 0'-0" 2'-6" MAIN LEVEL T.O. WAINSCOT T.O. ROOF METAL DRIP EDGE FLASHING 13 A1.1w BASE FRAME BY OTHERS CONCRETE FOUNDATION W/ 2" CLEAR COVER 5 1/2" CEDAR TRIM, SATIN CLEAR COAT STANDING SEAM METAL OVER ICE & WATER SHIELD OVER 5/8" or 19/32" OSB SHEATHING OVER PRE-ENGINEERED WOOD JOIST, COLOR BURNISHED SLATE A B12 A1.1w CORRUGATED STEEL WAINSCOT 3 1/2" CEDAR TRIM, SATIN CLEAR COAT 4-1/4" METAL TRIM HM-1 DOOR, PT SW6461 HMF-1 FRAME, PT 10'-8 1/2" 0'-0" 2'-6" MAIN LEVEL T.O. WAINSCOT T.O. ROOF 6" CEMENTITIOUS FIBERBOARD LAP SIDING, PT SW6461 1X8 METAL FASCIA, PT METAL DRIP EDGE FLASHING BASE FRAME BY OTHERS CONCRETE FOUNDATION W/ 2" CLEAR COVER EXHAUST FAN STANDING SEAM METAL OVER ICE & WATER SHIELD OVER 5/8" or 19/32" OSB SHEATHING OVER PRE-ENGINEERED WOOD JOIST, COLOR BURNISHED SLATE DOOR VENT W/ METAL PROTECTIVE SHROUD 1 4324 A6.0 10'-8 1/2" 0'-0" 2'-6" MAIN LEVEL T.O. WAINSCOT T.O. ROOF CORRUGATED STEEL WAINSCOT 1X8 METAL FASCIA, PT 3 1/2" CEDAR TRIM, SATIN CLEAR COAT 3-1/2" CEDAR TRIM, SATIN CLEAR COAT 4-1/4" METAL TRIM 6" CEMENTITIOUS FIBERBOARD LAP SIDING, PT SW6461 ANDERSON 200 SERIES VINYL WINDOW 6" CEDAR TRIM, SATIN CLEAR COAT 3-1/2" CEDAR TRIM, SATIN CLEAR COAT METAL DRIP EDGE FLASHING 13 A1.1w BASE FRAME BY OTHERS CONCRETE FOUNDATION W/ 2" CLEAR COVER W3 STANDING SEAM METAL OVER ICE & WATER SHIELD OVER 5/8" or 19/32" OSB SHEATHING OVER PRE-ENGINEERED WOOD JOIST, COLOR BURNISHED SLATE 11 44 A A B B 33 B.1 A.1 22 A.2B.2 4 A6.0 5' - 0 3 / 4 " 4' - 1 1 1 / 4 " 2' - 0 " 12 A1.1w 13 A1.1w 9 A6.0 24"72"24"6" 4" / 12"4" / 12" 4" / 1 2 " 4" / 1 2 " STANDING SEAM ROOF WITH 16" PANEL WIDTH 6" 6"6" 6" 6" 6" 13 ' - 0 " 11'-0" 10'-0" 0'-0" 2'-6" MAIN LEVEL T.O. WAINSCOT CORRUGATED STEEL WAINSCOT 3-1/2" CEDAR TRIM, SATIN CLEAR COAT 4-1/4" METAL TRIM ANDERSON 100 SERIES VINYL WINDOW 6" CEDAR TRIM, SATIN CLEAR COAT 3-1/2" CEDAR TRIM, SATIN CLEAR COAT EXTERIOR JUNCTION BOX MOUNT 18 1 / 4 " W1 11 1 / 4 " 0'-0" 2'-6" MAIN LEVEL T.O. WAINSCOT CORRUGATED STEEL WAINSCOT 3-1/2" CEDAR TRIM, SATIN CLEAR COAT 4-1/4" METAL TRIM ANDERSON 100 SERIES VINYL WINDOW 6" CEDAR TRIM, SATIN CLEAR COAT 3-1/2" CEDAR TRIM, SATIN CLEAR COAT 18 1 / 4 " W1 1 4324 A6.0 A8.0 5 Operator 100100 13 A1.1w A6.0 5 A6.0 6 AB A6.0 6 Operator 100100 A6.0 3 12 A2.1w 11 44 A A B B 33 B.1 A.1 22 A.2B.2 4 A6.0 12 A1.1w 13 A1.1w Operator 100100 8'-3 3/4" 48 1/4" 1 3/4" 12" 1 3/4" 48 1/4" 4" / 12"4" / 12" 4" / 12"4" / 12" 8'-3 3/4" SOFFIT 6" 6"6" 6" 6" 6"6" 6" CEILING VENTS - AS REQ'D - * This DRAWING and its DESIGN are Proprietary to LEITNER-POMA of AMERICA * Duplication without the Permission of LEITNER-POMA of AMERICA is Prohibited * 22 x 34" DESCRIPTION SPECS / CHECKED BY CAD Program Revit DRAWING STATUS SKILIFTS CHAIRLIFTS GONDOLAS TRAMWAYS GRAND JUNCTION COLORADO , USA CABLE TRANSPORT SYSTEMS DATE DRAWN SCALE (S) SECURITY LEVEL DRAWN BY DRAWING PROJECTION DRAWING FORMAT DRAWING & ITEM NUMBERDESIGNED BY MODEL YEAR / / - - - D // OPERATOR HOUSE 2024 PRINT DATE REFERENCE /OTHER // / / / 1/4" = 1'-0" A1.1w Architectural Plans and Elevations -Lap Siding-Wainscot DAOA Checker Designer Construction 12x10 RIGHT HAND 41571867_ SCALE: 1/4" = 1'-0" Main Level Plan1 SCALE: 1/4" = 1'-0" Architectural Elevation - Front9 SCALE: 1/4" = 1'-0" Architectural Elevation - Left5 SCALE: 1/4" = 1'-0" Architectural Elevation - Back4 SCALE: 1/4" = 1'-0" Architectural Elevation - Right6 SCALE: 1/4" = 1'-0" Roof Plan3 SCALE: 1/4" = 1'-0" Architectural Elevation - Left Corner7 SCALE: 1/4" = 1'-0" Architectural Elevation - Right Corner8 SCALE: 1/4" = 1'-0" Building Section12 SCALE: 1/4" = 1'-0" Building Section13 SCALE: 1/4" = 1'-0" Main Level RCP2 WINDOW SCHEDULE TYPE COUNT HEIGHT WIDTH HEAD HEIGHT SILL HEIGHT WINDOW AREA NOTES W1 2 3' - 11 1/2" 1' - 11 1/4" 6' - 9" 2' - 9 1/2" 8 SF Fixed W2 1 3' - 11 1/2" 4' - 11 1/4" 6' - 9" 2' - 9 1/2" 20 SF Fixed W3 1 3' - 11 1/2" 2' - 7 1/4" 6' - 9" 2' - 9 1/2" 10 SF Single Hung Grand total: 4 4 Wall Material Takeoff (Lap Siding w/ Wainscot) Material: Name Material: Area DOOR AND FRAME SCHEDULE IDENTIFICATION DOOR FRAME TYPE HARDWARE REMARKSDOOR NO. ROOM NO. ROOM NAME DIMENSIONS TYPEWIDTH HEIGHT 100a 3' - 0" 6' - 8" HMD-1 HMF-1 Office Function Half Lite, Lockset provided by LPOA 100b 101 Equipment Room 2' - 8" 6' - 8" HMD-2 HMF-2 Panic w/ Passage Set Panic Bar 102a 3' - 0" 8' - 0" HMD-3 HMF-3 Panic w/ Night Latch Panic Bar, Louver, Sheetmetal shroud Door Notes: 1. Provide frame-mounted weatherstripping, door-mounted sweeps (NGP 160S -3070 or 3080, as occurs, or accepted equal), and exterior saddle thresholds (NGP 424, or accepted equal) at all exterior doors. 2. Provide 4.5"x4.5" Ball Bearing Non Removable Pin hinges (Trudoor BB5NRP, Or accepted equal). (3) hinges for doors up to 7'-0" in height and (4) hinges for 8'-0" doors. 3. Panic bars to be Marks M9900 (with M1(2,4)95S Cylindrical Lever Trim) exit devices, or accepted equal. BASIS OF DESIGN: ANDERSON 100 SERIES VINYL WINDOWS. STANDARD ACTUAL WINDOW DIMENSIONS SHOWN, SEE FRAMING PLANS/ELEVATIONS FOR ROUGH OPENING DIMENSIONS REV DESCRIPTION OF REVISION DATE BY MAIN LEVEL T.O. WALL 1/2" MELAMINE WALL PANEL OVER 1/2" OR 15/32" PAINTED PLYWOOD HM-1 DOOR, PT HMF-1 FRAME, PT 8'-4 1/2" 0'-0" POLYURATHANE SPRAY OVER 3/4" PLYWOOD FLOORING 10 2 a 4" RUBBER BASE, TYP. 3/4" TRIM OVER SEAMS, TYP. EXHAUST OPENING 4' - 0 " 1 1 / 2 " 4' - 2 3 3 / 1 2 8 " 0'-0" MAIN LEVEL 8'-4 1/2" T.O. WALL 1/2" MELAMINE WALL PANEL OVER 1/2" OR 15/32" PAINTED PLYWOOD HM-1 DOOR, PT HMF-1 FRAME, PT POLYURATHANE SPRAY FLOORING4" RUBBER BASE, TYP. 3/4" TRIM OVER SEAMS, TYP. 4' - 1 6 5 / 1 2 8 " 1 1 / 2 " 4' - 1 1 / 2 " 3'-3" 1 1/2" 2'-8 1/2" 1 1/2" 2'-11 3/4" 3/4" TRIM AROUND DOOR FRAME B FOUNDATION WALL A6.0 7 HM DOOR AND FRAME, PT STEEL BASE FRAME 2X4 STUD FRAMING AT 16" O.C. WITH R-13 BATT INSULATION BETWEEN STUDS POLYURATHANE SPRAY FLOORING EXTERIOR SIDING, SEE ELEVATIONS FOR SIDING TYPE AND FINISH PRE-ENGINEERED WOOD TRUSS STANDING SEAM METAL ROOF ICE AND WATER SHIELD 5/8" OR 19/32" OSB SHEATHING 1X8 FASCIA, SEE ELEVATIONS FOR TYPE AND FINISH A8.0 2 MAIN LEVEL 0'-0" T.O. PLATE 8'-4 1/2" DRIP EDGE LAPS UNDER THE SHINGLE LAYER R-21 MINIMUM AIR-IMPERMEABLE SPRAY APPLIED FOAM INSULATION. CLASS II VAPOR RETAREDR RATED. B FOUNDATION WALL STEEL BASE FRAME 2X4 STUD FRAMING AT 16" O.C. WITH R-13 BATT INSULATION BETWEEN STUDS POLYURATHANE SPRAY OVER 3/4" PLYWOOD FLOORING 1/2" MELAMINE WALL PANELS OVER 1/2" OR 19/32" PAINTED PLYWOOD VAPOR BARRIER WEATHER BARRIER EXTERIOR SIDING, SEE ELEVATIONS FOR SIDING TYPE AND FINISH 15/32" MIN. APA OSB PRE-ENGINEERED WOOD TRUSS STANDING SEAM METAL ROOF ICE AND WATER SHIELD 5/8" OR 19/32" OSB SHEATHING 1X8 FASCIA, SEE ELEVATIONS FOR TYPE AND FINISH METAL DRIP EDGE FLASHING A6.0 10 MAIN LEVEL T.O. WAINSCOT 0'-0" 2'-6" T.O. PLATE 8'-4 1/2" A6.0 11 WAINSCOT DETAIL, WHEN PRESENT. SEE ELEVATIONS FOR SIDING TYPE AND FINISH 2X4 BASE PLATE R-21 MINIMUM AIR-IMPERMEABLE SPRAY APPLIED FOAM INSULATION. CLASS II VAPOR RETAREDR RATED. 4 FOUNDATION WALL HM DOOR AND FRAME, PT A8.0 1 STEEL BASE FRAME STANDING SEAM METAL ROOF DOOR VENT PRE-ENGINEERED WOOD TRUSS ICE AND WATER SHIELD 5/8" OR 19/32" OSB SHEATHING 1X8 FASCIA, SEE ELEVATIONS FOR TYPE AND FINISH POLYURATHANE SPRAY OVER 3/4" PLYWOOD FLOORING A6.0 8 MAIN LEVEL T.O. PLATE 0'-0" 8'-4 1/2" R-21 MINIMUM AIR-IMPERMEABLE SPRAY APPLIED FOAM INSULATION. CLASS II VAPOR RETAREDR RATED. CEILING VENT PRE-ENGINEERED WOOD TRUSS BY OTHERS 5/8" OR 19/32" OSB SHEATHING 1X8 FASCIA, SEE ELEVATIONS FOR TYPE AND FINISH STANDING SEAM METAL ROOF 2X OVERFRAMING 2X6 SUB-FASCIA 2X6 SUB-FASCIA AT DORMER (2) 2X4 TOP PLATE METAL DRIP EDGE, LAPS UNDER SHINGLE LAYER T.O. TOP PLATE 8'-4 1/2 T.O. DORMER VARIES ICE AND WATER SHIELD R-21 MINIMUM AIR-IMPERMEABLE SPRAY APPLIED FOAM INSULATION. CLASS II VAPOR RETARED R RATED. 2X6 WOOD FRAMING PRE-ENGINEERED WOOD TRUSS BY OTHERS 5/8" OR 19/32" OSB SHEATHING 1X8 FASCIA, SEE ELEVATIONS FOR TYPE AND FINISH STANDING SEAM METAL ROOF METAL DRIP EDGE, LAPS UNDER THE SHINGLE LAYER 2X6 SUB-FASCIA 1X SOFFIT WEATHER BARRIER EXTERIOR SIDING, SEE ELEVATIONS FOR SIDING TYPE AND FINISH 15/32" MIN. APA OSB ICE AND WATER SHIELD R-21 MINIMUM AIR-IMPERMEABLE SPRAY APPLIED FOAM INSULATION. CLASS II VAPOR RETAREDR RATED. PRE-ENGINEERED WOOD TRUSS BY OTHERS 5/8" OR 19/32" OSB SHEATHING 1X8 FASCIA, SEE ELEVATIONS FOR TYPE AND FINISH STANDING SEAM METAL ROOF 2X6 SUB-FASCIA (2) 2X4 TOP PLATE METAL DRIP EDGE, LAPS UNDER THE SHINGLE LAYER SOFFIT ICE AND WATER SHIELD R-21 MINIMUM AIR-IMPERMEABLE SPRAY APPLIED FOAM INSULATION. CLASS II VAPOR RETAREDR RATED. 1 2 A8.0 8 FOUNDATION WALL STEEL BASE FRAME 2X4 STUD FRAMING AT 16" O.C. WITH R-13 BATT INSULATION BETWEEN STUDS POLYURATHANE SPRAY OVER 3/4" PLYWOOD FLOORING 1/2" MELAMINE WALL PANELS OVER 1/2" OR 19/32" PAINTED PLYWOOD VAPOR BARRIER WEATHER BARRIER EXTERIOR SIDING, SEE ELEVATIONS FOR SIDING TYPE AND FINISH 15/32" MIN. APA OSB PRE-ENGINEERED WOOD TRUSS STANDING SEAM METAL ROOF ICE AND WATER SHIELD 5/8" OR 19/32" OSB SHEATHING 1X8 FASCIA, SEE ELEVATIONS FOR TYPE AND FINISH METAL DRIP EDGE FLASHING VINYL WINDOW MAIN LEVEL T.O. WAINSCOT 0'-0" 2'-6" T.O. PLATE 8'-4 1/2" WINDOW SILL 2'-9 1/2" A8.0 4 SIM R-21 MINIMUM AIR-IMPERMEABLE SPRAY APPLIED FOAM INSULATION. CLASS II VAPOR RETAREDR RATED. CEILING VENT 2X6 WOOD FRAMING PRE-ENGINEERED WOOD TRUSS BY OTHERS 5/8" OR 19/32" OSB SHEATHING 1X8 FASCIA, SEE ELEVATIONS FOR TYPE AND FINISH STANDING SEAM METAL ROOF METAL DRIP EDGE, LAPS UNDER THE SHINGLE LAYER 2X6 SUB-FASCIA 1X CEMENTITIOUS SOFFIT WEATHER BARRIER EXTERIOR SIDING, SEE ELEVATIONS FOR SIDING TYPE AND FINISH 15/32" MIN. APA OSB 1X CEMENTITIOUS SOFFIT VARIES 6" WEATHER BARRIER EXTERIOR SIDING, SEE ELEVATIONS FOR SIDING TYPE AND FINISH 15/32" MIN. APA OSB (2) 2X4 TOP PLATE 2X4 WOOD STUD (2) 2X10 HEADER 1/2" OR 15/32" PAINTED PLYWOOD 1/2" MELAMINE 1X4 TRIM T.O. TOP PLATE 8'-4 1/2 T.O. ROOF VARIES ICE AND WATER SHIELD R-21 MINIMUM AIR-IMPERMEABLE SPRAY APPLIED FOAM INSULATION. CLASS II VAPOR RETAREDR RATED. T.O. WAINSCOT 2'-6" MAIN LEVEL 0'-0" #10X1 PANCAKE WOODGRIP SCREW AT 12" O.C. DOUBLE ANGLE TRANSITION TRIM OUTSIDE CLOSURE #10X1 PANCAKE WOODGRIP SCREW (4 PER PANEL) METAL WAINSCOT, SEE ELEVATIONS FOR SIDING TYPE AND FINISH BASE TRIM EXTERIOR SIDING, SEE ELEVATIONS FOR SIDING TYPE AND FINISH 2X4 STUD FRAMING AT 16" O.C. WITH R-13 BATT INSULATION BETWEEN STUDS #10X1 PANCAKE WOODGRIP SCREW FASTENER AT SIDELAP JOINT 2' O.C. #10X1 PANCAKE WOODGRIP SCREW AT 12" O.C. INSIDE CLOSURE 3/ 4 " GA P 1/ 2 " 1/2" MELAMINE WALL PANELS VAPOR BARRIER 15/32" APA OSB WEATHER BARRIER 1/2" OR 15/32" PAINTED PLYWOOD POLYURATHANE SPRAY OVER 3/4" PLYWOOD FLOORING 2X4 BASE PLATE FOUNDATION WALL STEEL BASE FRAME T.O. WAINSCOT 2'-6" MAIN LEVEL 0'-0" #10X1 PANCAKE WOODGRIP SCREW AT 12" O.C. DOUBLE ANGLE TRANSITION TRIM OUTSIDE CLOSURE #12-14 X 1-1/2" SD PRO-PANEL II METAL WAINSCOT, SEE ELEVATIONS FOR SIDING TYPE AND FINISH BASE TRIM EXTERIOR SIDING, SEE ELEVATIONS FOR SIDING TYPE AND FINISH 2X4 STUD FRAMING AT 16" O.C. WITH R-13 BATT INSULATION BETWEEN STUDS #10X1 PANCAKE WOODGRIP SCREW FASTENER AT SIDELAP JOINT 2' O.C. #12-14 X 1-1/2" SD 12" O.C. INSIDE CLOSURE 3/ 4 " GA P 1/ 2 " 1/2" MELAMINE WALL PANELS VAPOR BARRIER 15/32" APA OSB WEATHER BARRIER 1/2" OR 15/32" PAINTED PLYWOOD POLYURATHANE SPRAY OVER 3/4" PLYWOOD FLOORING 2X4 BASE PLATE FOUNDATION WALL STEEL BASE FRAME TAPE SEALANT - AS REQ'D - * This DRAWING and its DESIGN are Proprietary to LEITNER-POMA of AMERICA * Duplication without the Permission of LEITNER-POMA of AMERICA is Prohibited * 22 x 34" DESCRIPTION SPECS / CHECKED BY CAD Program Revit DRAWING STATUS SKILIFTS CHAIRLIFTS GONDOLAS TRAMWAYS GRAND JUNCTION COLORADO , USA CABLE TRANSPORT SYSTEMS DATE DRAWN SCALE (S) SECURITY LEVEL DRAWN BY DRAWING PROJECTION DRAWING FORMAT DRAWING & ITEM NUMBERDESIGNED BY MODEL YEAR / / - - - D // OPERATOR HOUSE 2024 PRINT DATE REFERENCE /OTHER // / / / As indicated A6.0 Interior Elevation and Sections DAOA Checker Designer Construction 12x10 RIGHT HAND 41571867_ SCALE: 1/4" = 1'-0" Interior Elevation1 SCALE: 1/4" = 1'-0" Interior Elevation2 SCALE: 1/2" = 1'-0" Wall Section3 SCALE: 1/2" = 1'-0" Wall Section4 SCALE: 1/2" = 1'-0" Wall Section5 SCALE: 1 1/2" = 1'-0" Roof Dormer Detail7 SCALE: 1 1/2" = 1'-0" Roof Rake Detail8 SCALE: 1 1/2" = 1'-0" Roof Eave Detail10 SCALE: 1/2" = 1'-0" Wall Section6 SCALE: 1 1/2" = 1'-0" Roof Rake Detail9 REV DESCRIPTION OF REVISION DATE BY SCALE: 1 1/2" = 1'-0" Corrugated Metal Wainscot Detail11 SCALE: 1 1/2" = 1'-0" Standing Seam Metal Wainscot Detail12 SEALANT -EA SIDE & ALL AROUND, TYP. HOLLOW METAL FRAME, PT. 1/2" OR 15/32" PLYWOOD 1/2" MELAMINE 2X4 STUDS AT 16" O.C. 2" 2 1 / 4 " 2" 1/ 2 " 5 1 / 2 " 1 / 2 " 0' - 2 " SEALANT -EA. SIDE & ALL AROUND, TYP. HOLLOW METAL FRAME, PT. 1/2" OR 15/32" PLYWOOD 1/2" MELAMINE 2X4 TOP PLATE 2X4 STUDS AT 16" O.C. 1/2" OR 15/32" PLYWOOD 1/2" MELAMINE 2 3/8" 2" 2" 1/2"1/2" 1/2" 5 1/2" 1/2" WEATHER BARRIER VAPOR BARRIER EXTERIOR SIDING, SEE ELEVATIONS FOR SIDING TYPE AND COLOR 15/32" APA OSB 1/2" OR 15/32" PLYWOOD 1/2" MELAMINE BACKER ROD AND SEALANT - EA SIDE & ALL AROUND, TYP. HOLLOW METAL FRAME, PT. (2) 2X4 STUD PACK WOOD STUD ANCHOR 1 3 / 4 " 2 " 2" 2" TRIM, SEE ELEVATIONS FOR TYPE AND FINISH 2X4 STUDS AT 16" O.C. WITH BATT INSULATION BETWEEN STUDS VINYL WINDOW FRAME TRIM, SEE ELEVATIONS FOR TYPE AND FINISH EXTERIOR SIDING, SEE ELEVATIONS FOR SIDING TYPE AND FINISH WEATHER BARRIER 15/32" MIN. EXTERIOR GRADE PLYWOOD 7/16" MIN. OSB VAPOR BARRIER 1/2" MELAMINE (2) 2X4 SILL PLATE SILL FLASHING. INSTALL PER MANUFACTURER'S RECOMMENDATION TRIM, SEE ELEVATIONS FOR TYPE AND FINISH EXTERIOR SIDING, SEE ELEVATIONS FOR SIDING TYPE AND FINISH WEATHER BARRIER 15/32" APA OSB JAMB FLASHING. INSTALL PER MANUFACTURER'S RECOMMENDATION 2X4 STUDS AT 16" O.C. WITH BATT INSULATION BETWEEN STUDS VINYL WINDOW FRAME 1/2" OR 15/32" PLYWOOD VAPOR BARRIER 1/2" MELAMINE 2" 1 1/2" 3 1/32" EXTERIOR SIDING, SEE ELEVATIONS FOR SIDING TYPE AND FINISH HOLLOW METAL FRAME, PT WEATHER BARRIER 15/32" APA OSB 1/2" OR 15/32" PLYWOOD VAPOR BARRIER 1/2" MELAMINE WOOD TRUSS (2) 2X4 TOP PLATE 1X4 TRIM, SEE ELEVATIONS FOR TYPE AND FINISH DRIP FLASHING 2"1 1/2"3 1/32" EXTERIOR SIDING, SEE ELEVATIONS FOR SIDING TYPE AND FINSIH HOLLOW METAL FRAME, PT WEATHER BARRIER 15/32" APA OSB 1/2" OR 15/32" PLYWOOD VAPOR BARRIER 1/2" MELAMINE (2) 2X10 HEADER 1X6 TRIM, SEE ELEVATIONS FOR TYPE AND FINISH HM FRAME 2" PE R S C H E D U L E DO O R H E I G H T 2" PER SCHEDULE DOOR WIDTH 2" HMF-1 2 A8.0 3 A8.0 HMD-1 HOLLOW METAL DOOR WITH HALF LITE SEE SCHEDULE SC H E D U L E SE E HM FRAME 2" PE R S C H E D U L E DO O R H E I G H T 2" PER SCHEDULE DOOR WIDTH 2" HMF-2 5 A8.0 6 A8.0 HM FRAME 2" PE R S C H E D U L E DO O R H E I G H T 2" PER SCHEDULE DOOR WIDTH 2" HMF-3 1 A8.0 3 A8.0 HMD-2 HOLLOW METAL DOOR SEE SCHEDULE SC H E D U L E SE E HMD-3 HOLLOW METAL DOOR WITH AIR GRILLE AND SHEETMETAL SHROUD SEE SCHEDULE SC H E D U L E SE E 6"6" 6" 24" 24 " 1' - 0 " 2X4 STUDS AT 16" O.C. WITH BATT INSULATION BETWEEN STUDS VINYL WINDOW FRAME EXTERIOR SIDING, SEE ELEVATIONS FOR SIDING TYPE AND FINISH WEATHER BARRIER 15/32" APA OSB 1/2" OR 15/32" PLYWOOD VAPOR BARRIER 1/2" MELAMINE (2) 2X10 HEADER HEAD FLASHING. INSTALL PER MANUFACTURER'S RECOMMENDATION TRIM, SEE ELEVATIONS FOR TYPE AND FINISH - AS REQ'D - * This DRAWING and its DESIGN are Proprietary to LEITNER-POMA of AMERICA * Duplication without the Permission of LEITNER-POMA of AMERICA is Prohibited * 22 x 34" DESCRIPTION SPECS / CHECKED BY CAD Program Revit DRAWING STATUS SKILIFTS CHAIRLIFTS GONDOLAS TRAMWAYS GRAND JUNCTION COLORADO , USA CABLE TRANSPORT SYSTEMS DATE DRAWN SCALE (S) SECURITY LEVEL DRAWN BY DRAWING PROJECTION DRAWING FORMAT DRAWING & ITEM NUMBERDESIGNED BY MODEL YEAR / / - - - D // OPERATOR HOUSE 2024 PRINT DATE REFERENCE /OTHER // / / / As indicated A8.0 Details DAOA Checker Designer Construction 12x10 RIGHT HAND 41571867_ SCALE: 3" = 1'-0" Int. HM Frame Jamb Detail6SCALE: 3" = 1'-0" Int. HM Frame Head Detail5 SCALE: 3" = 1'-0" Ext. HM Frame Jamb Detail3 SCALE: 3" = 1'-0" Vinyl Window Sill Detail8SCALE: 3" = 1'-0" Vinyl Wdw. Jamb Detail7 SCALE: 3" = 1'-0" Ext. HM Frame Head Detail1 SCALE: 3" = 1'-0" Ext. HM Frame Head Detail2 SCALE: 1/4" = 1'-0" Door and Frame Types9 REV DESCRIPTION OF REVISION DATE BY SCALE: 3" = 1'-0" Vinyl Window Head Detail4 xFB 600mm x 600mm x 300mm xCC 2000mm x 800mm x 400mm TRAP DOOR 3KW HEATER WALLS EXTERIOR LIGHT CONTROL AND POWER CONDUITS THROUGH FOUNDATION PERIMETER OF ROOF EXTERIOR LIGHT INTERIOR LIGHT DOOR DOOR EMERGENCY LIGHT INTERIOR LIGHT DOOR xSG3 FAN 1FAN 2 xFB xCC EMERGENCY LIGHTx0JxSG3 4 SQUARE J BOX SS RECEPT. HR ROJ/DOJ BLOCKED OUT AND SEALED OUTSIDE LIGHTING HR INSIDE LIGHTING HR OUTSIDE RECEP. 20A HR REQUIRED T 4" 2'-0" HEATER HR J BOX TO BE MOUNTED 27" BELOW PEAK CAT5E SECURITY CAMERA HR 2' - 1 1 / 2 " 1' - 0 " DOJ/ROJ EXTERIOR BOX EXTERIOR MEASUREMENT TAKEN FROM FRAME INTERIOR MEASUREMENT TAKEN FROM FLOOR INTERIOR RECEPTACLE 3' - 8 " EXTERIOR RECEPTACLE, CENTERED OVER INTERIOR WALL FRAMING 8' - 0 " EXTERIOR SECURITY CAMERA - AS REQ'D - * This DRAWING and its DESIGN are Proprietary to LEITNER-POMA of AMERICA * Duplication without the Permission of LEITNER-POMA of AMERICA is Prohibited * 22 x 34" DESCRIPTION SPECS / CHECKED BY CAD Program Revit DRAWING STATUS SKILIFTS CHAIRLIFTS GONDOLAS TRAMWAYS GRAND JUNCTION COLORADO , USA CABLE TRANSPORT SYSTEMS DATE DRAWN SCALE (S) SECURITY LEVEL DRAWN BY DRAWING PROJECTION DRAWING FORMAT DRAWING & ITEM NUMBERDESIGNED BY MODEL YEAR / / - - - D // OPERATOR HOUSE 2024 PRINT DATE REFERENCE /OTHER // / / / 1/2" = 1'-0" E1 Operator House Electrical Plan -HE -12'x10' DAOA Checker LPOA Construction 12x10 RIGHT HAND 41571867_ SCALE: 1/2" = 1'-0" Control Equipment Layout - Return1 SCALE: 1/2" = 1'-0" Wiring Plan - Return Operator House2 SCALE: 1/2" = 1'-0" Typ. Elevations - Recep. and Cabinets3 DUPLEX RECEPTACLE JUNCTION BOX 12 AWG 3 COND MC CABLE (LIGHTS AND RECEPTACLES) S T SINGLE POLE SWITCH GEAR THERMOSTAT SWITCH DSG/RSG INDICATES RETURN SWITCH GEAR DFB/RFB INDICATES RETURN FIBER BOX DIC/RIC INDICATES RETURN CONTROL CONSOLE REV DESCRIPTION OF REVISION DATE BY