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Home My WebLink AboutFLOOR PLAN - 21-00725 - Iron Horse RV - Interior Finishmm F_ CO 25'-0" 19.03 14'-0" 5'-0" , 3'-0" . 01.03 05.01 01.0 I I I I I I I I I I o 08.03 N I I I I I L - - - - - - - --- L---- - - - - L_ 0 zoM O 220A ELEV. 99'-6", 11.01 03.02 03.03 - - - - - - - - o N o 9 112E • 08.03 01.03 05.01 E o SERVICE 0 0 0 10.02 o 112 O L- 9 iii N i1. 9 ao c� 9 in N . - O RV DUMF 03.02 03.03 12'-4" \ 49'-0" ELEV. 99'-6" 03.02 03.03 08.03 112D F- - - - - - - - - - 175'-0" 25'-0" 25'-0" I 25'-0" 25'-0" 19'-6" 5'-6" ol 09.03 6" AFF CONC STEkAWM ALL 14'-0" 8'-0" -6" 8'-0" 7'-6" 3'-4" 4'-8" 10'-10" 3'-4" 10'-10" 8" MET L STUD FING 2 03.01 05.04 10.03 01.03 05.02 01.03 05.05 32.01 "03_�1� 04.01 0 .03 -106C \ - - - - - - - 09.04 09.04 09.0423' 10 0 27'-3",_6 , ,_6 , 1 05.01 o 08.03 - 08.02 co 33.04 106D u - - u o � 03.03 I 0 .01 04.01 _ A5.2 6 5 A5.2 q 11.01 � °° � �� o v y v y y v v y v 07.02 ------ 12.01 PART \ \ \ \ \ \ \ \ \ \ \ \ c \ 08.02 106 106A \ \ \ 01.03 o A5.2 7 q 8 A5.2 n \ \ \ \ \ \ \ \ \ \ \ \ \ \ 05EO .01 06.03 \ \ \ \ \ m � I 04.01 0 X12.02��\ y> \/> y> .7.03 . . . _ J-----•-- \ / 1-----I - o \ < \\ \' < \\ \ < \ 1 AU 5 5.2 � \ \ \ \ \ \ \ \ 4 A5.2 17'-0" a 6'-5- 7'2" 6'-8 \ \ \ \ \ \ \ \ \ \ \ E o ELEV. 99'-6" 03.02 \ \ \ \ \ \ \ \ \ \ \ \ - 2.01 03.03 \\\,\> \ \ \ \ \ o 06.01 \ / \ > \ \ �/ > \ \' / > in 10'-6., N 0'_0,. 10.01 < /\ <\\ \ < '� \ 2 I JAN. EC R NS' E � • ' A5. 2 07.02 1 •03 110 08 109 ° °O - °0 \ \ \ \ \ \ \ \ \ \ \ \ 03.04 o 1 8 10 22.04 \ \ \ \ \ \ \ \ 5'r8" .1 0 .02 22.06 4'-0L# 3; v _ 0 10.01 = 03.03 1 12.01 7'- 1 I ,-O, 01.03 08 01 09. 111 A 05.01 A5.2 1006 100 RETAIL - � o I o0 0 0 0 ----- = 101 = CV T. iv N M IO o � n I � � N REFERENCE NOTES 01 GENERAL REQUIREMENTS clarity design group architecture planning interiors 01.01 SEE SPECS FOR GENERAL REQUIREMENTS. 5525 south 900 east, ste 340 01.02 DIMENSIONS ARE TO FACE OF FINISH MATERIAL murray, utah 84117 UNLESS NOTED OTHERWISE. t. 385.247.8570 01.03 THIS NOTE INDICATES COMPONENTS OF THE PRE-ENGINEERED METAL BUILDING. THESE INCLUDE MAIN BUILDING COLUMNS, EXTERIOR METAL SIDING AND ASSOCIATED R-19 BATT INSULATION, ROOFING AND ROOF INSULATION, STEEL GIRTS AND FRAMING, ETC. SEE PEMB SPECIFIC DRAWINGS FOR DETAILS. A 03 CONCRETE 03.01 SLOPE SIDEWALKS/DRIVE LANES AWAY FROM BUILDING ALL AROUND, TYPICAL. MAX. 1/4" PER FOOT IN FRONT OF EXIT DOORS. SEE CIVIL DRAWINGS FOR CONTINUATION OF SIDEWALKS. 03.02 SLOPE FLOOR TOWARD FLOOR DRAIN, 1/8" PER FT. 12 TYP. AT ALL RESTROOMS AND TRENCH DRAINS. 03.03 CONCRETE SLAB ON GRADE OVER GRANULAR FILL 12 p1 OVER 10 MIL. VAPOR BARRIER WITH 6" LAP JOINTS. 2.01 SEE STRUCTURAL DRAWINGS FOR CONCRETE THICKNESS, EXPANSION AND CONTROL JOINTS. 03.04 THIS DASHED LINE INDICATED INSIDE FACE OF 6" RAISED FOUNDATION WALL. SEE WALL SECTIONS 32.02 FOR NOTCH TO ALLOW FOR FINISHED DRYWALL B TERMINATION AT BASE TO FINISH FLOOR. 04 MASONRY 04.01 STONE VENEER. SEE ELEVATIONS FOR SPECS .01 05 METALS 05.01 PRIMED STEEL COLUMN. SEE STRUCTURAL DRAWINGS FOR DETAILS. WHERE EXPOSED, COLUMNS ARE TO BE PAINTED. (4:5j2 ; THESE DASHED LINES INDICATE STRUCTURAL 03.01 BRACING. SEE STRUCTURAL FOR DETAILING. 32.01 05.03 SEE WALL SCHEDULE AND STRUCTURAL DRAWINGS FOR TYPES AND SIZES OF FRAMING. fi 05.04 CONCRETE FILLED STEEL PIPE BOLLARD (2 PER LJ OVERHEAD DOOR). SEE DETAIL 8/A8.1 05.05 THIS SECTION OF WALL TO BE FRAMED WITH 8" - METAL STUD FRAMING. 06 WOOD, PLASTIC, COMPOSITES 10.02 - 30A 14- DECK 2-DECK TO BE 3/4" T&G OSB 73 OVER 6" METAL STUD FRAMING o OFFICE- _ 3'-0" 6'-0 .3," A4.1 AT 16" O.C. (6005168-54) N - 114 1 I 00 2 , - - - = A5.1 1 12.02 ` /` /x \ \ //�> / /�%> 1 . BEARING WALLS TO BE 3-5/8" 1147 '- - -114B • 12.02 SALES . CF co METAL STUD FRAMING AT 16" I / / / / / / / / / / / / O o 102 I 06.02 1 - O C 3625168 43 - 06.01 PROVIDE SOLID BLOCKING IN ALL WALLS TO SUPPORT MILLWORK, ADJUSTABLE SHELVING, EQUIPMENT, ACCESSORIES, PLUMBING & PLUMBING ACCESSORIES, ETC. BLOCKING SHALL CONSIST OF FIRE RETARDANT TREATED 2x LUMBER. TYPICAL. 06.02 WOOD TRIM, SEE ELEVATIONS. (:076.03 12" X 12" WOOD TIMBER COLUMNS/COLUMN WRAPS. SEE ELEVATIONS AND STRUCTURAL DETAILS 07 THERMAL AND MOISTURE 10 / / o_ 2 07.01 SEE WALL SECTIONS AND SPECIFICATIONS FOR <`� / 08.04 I-~�0'-0" I•ED 1 6.03 A4.1 REQUIRED MOISTURE BARRIER. NON-BEARING WALL TO BE 111B \ ✓ \ / 3-5/8" METAL STUD FRAMING ^ I 07.02 FOIL FACED R-19 BATT INSULATION. AT 16" O.C. (20 GAUGE)08.05 • \ //-(34.01 0 07.03 CEMENTITIOUS SIDING. SEE BUILDING ELEVATIONS. consultants > \ > 1 O SALES 07.03 0 11'-10" 2T 14' 3" / / X31'-6" / / 11.01 103 I . � N 16 GA/ BREAK METAL FLASHING TO WRAP INSIDE OF 07.04 07.02 -0" '-0' _ o JAMB/HEAD AND OVER SHEATHING/MOISTURE PARTS STORAGE o / / / / • o '�- ao 0 03.01 BARRIER. SEE OVERHEAD DOOR JAMB DETAIL. I 04.01 0 32.01 < i / < / 03.3 08 OPENINGS ELEV. 99'-6" \ ✓ \ 5.2 I RV OIL - - - - - - -L o 08.01 ALUMINUM STOREFRONT, SEE PLANS AND .03.03 ELEVATIONS FOR DIMENSIONS. INSTALL PER • / /I /X / �� > 12 12.01 1 20 SALES' J 05 0 1 H MANUFACTURER'S RECOMMENDATIONS. DEALERSHIP 08,02 ALUMINUM ROLLING COUNTER DOOR. CORNELL IRON WORKS ESC10 OR APPROVED EQUAL. / / / / / / \ / / � 08.04 0 ,02 0 .01 09.03 A 4.1 08.03 OVERHEAD DOOR, SEE ELEVATIONS AND DOOR REX 6 U R G, D SCHEDULE. DASHED LINES INDICATE DOOR IN OPEN <� /. <� / \ ✓ \ / q POSITION OVERHEAD. N _ O03.04 N o 08.04 SLIDING GLASS DOORS, SEE DOOR SCHEDULE. 1� A52 0 1 I N NEW 10'-0" TALL CHAIN LINK FENCE WITH 4'-0" SWING 3'-9" 2'-6" 4'-9'r 14'-0" '11'-0" 6'-10' 9 O GATE WITH LOCKING HASP 01. / 11.02 105 06.03 0 08.05 I I I I I I I I I Ibo 05. 1 1 . 0 1 _ 10.01 1 _ 05.01 6" 09 FINISHE 26 11DS 1 112C 11 1 1 112A 1 111C 1 1016 091, 4101A o _ 09.01 SEE ELEVATIONS FOR ALL EXTERIOR FINISHES H H 0 - 09.02 SEE FINISH PLANS FOR INTERIOR DETAIL 07.04. 07.04 07.04 5'-0" ' 0' 05.01 01.03 01.03 08.01 01.0 30A 08 01 09.03 DASHED LINE HERE INDICATES SOFFIT /WALL COMP. ABOVE. SEE REFLECTED CEILING PLAN. PROJECT NO: C� 05.04 05.0 05.04 4. - (:#02 33.01 07.02 07.03 113 03.01 03.01 05.05 09.04 WHERE STRUCTURAL STEEL IS ENVELOPED IN DRAWN BY: TA -.0 1 09.03 09.03 I FRAMING, WRAP THE STEEL FRAMING AS TIGHTLY AS POSSIBLE. CHECKED BY: TA 8'- 9'-0" 14'-0" �1_01 6'-0" 14'-0" 5'-0" 3'-0" 14'-0" 8'-0" '-6' 14'-0" '-0' 3'-4" 4'-2" 5'-6" 14'-0" 5'-6" 5'-6" 14'-0" 5'-6"I 5'-6" 14'-0" 5,_6" 6'-0" SPECIALTIES ISSUE DATE: 07/06/21 10.01 SEMI -RECESSED, STAINLESS STEEL FIRE 6" AFF CONC ST M WALL EXTINGUISHER CABINET. EXTINGUISHERS SHALL REV. DATE DESC. 8" METAL STUD FRAMING COMPLY WITH NFPA STANDARD #10 AND BEA 1 10/18/21 REVISION 50'-0" L MINIMUM SIZE OF 2A10B:C. 32.02 22.03 SEE PLUMBING DWGS FOR HOSE BIB LOCATIONS. 10.02 PROVIDE SURFACE MOUNTED FIRE EXTINGUISHER 2 3/18/21 REVISION TO COMPLY WITH NFPA STANDARD #10 AND BE A 22.04 ADA COMPLIANT DRINKING FOUNTAINS WITH BOTTLE MINIMUM SIZE OF 2A10B:C. FILL CAPABILITY. SEE PLUMBING DWGS. FIRST FLOOR PLAN 22 05 � SEE SHEETS A5.1 FOR ENLARGED RESTROOMS DTLS 10.03 MODEL E THRU-WALL KEY NIGHT DROP BOX. VERIFY WITH OWNER. SCALE: 1/8" = V-0" 22 06 MULTI -STATION HAND WASH SINK. SEE PLUMBING 10.04 PROVIDE AND INSTALL ADA COMPLIANT RESTROOM NORTH DRAWINGS FOR SPECIFICATIONS. SIGN AT EACH OF THE RESTROOMS, OCCUPANT LOAD SIGN, ROOM SIGNAGE AND DIRECTIONAL (42.0)EMERGENCY EYE -WASH STATION, SEE PLUMBING. SIGNAGE ASN -DED. SEED TAILS. 26 ELECTRICAL 11 EQUIPMENT 1 SHEET TITLE 26.01 IN GENERAL ELECTRICAL OUTLETS ARE TO BE 16" 11.01 VERIFY ALL OWNER PROVIDED EQUIPMENT NEEDS AFF, UNLESS NOTED OTHERWISE. COORDINATE ALL WITH TENANT SUPPLIED INFORMATION. OUTLETS WITH MILLWORK ON FINISH PLANS SO NO OUTLETS ARE LOCATED BEHIND MILLWORK. 11.02;; OWNER PROVIDED TV. CONTRACTOR TO PROVIDE WALL LEGEND / NEW WALL CONSTRUCTION. WALLS TO EXTEND TO 6" CEILING GRID. SEE DETAIL 7/A6.2. FULL HEIGHT WALLS TO DECK ABOVE. SEE DETAIL 8/A6.2. EXISTING WALL TO REMAIN PONY WALL TO SUPPORT TRANSACTION TOP, SEE DETAIL 11 /A6.2. 8" SMOOTH FACED MASONRY WALL, SEALED. SEE ELEVATIONS AND STRUCTURAL DRAWINGS FOR DETAILS. PLACEMENT OF ALL ELECTRICAL AND BACKING AS REQUIRED, POWER AND DATA. FLOOR PLAN COORDINATE WITH OWNER ON EXACT LOCATION. COMMUNICATIONS OUTLETS SHALL BE VERIFIED IN THE FIELD WITH TENANT BEFORE INSTALLATION. 12 FURNISHINGS 32 EXTERIOR IMPROVEMENTS 12 p1 MILLWORK PROVIDED AND INSTALLED BY GENERAL 2.01 SEE CIVIL AND LANDSCAPING DRAWINGS FOR CONTRACTOR, SEE INTERIOR ELEVATIONS FOR X3 CONTINUATION OF SIDEWALKS. MORE DETAIL. 32.02 50'-0" X 60'-0" 6" THICK CONCRETE PAD, SEE CIVIL 12.02 FURNITURE BY OWNER. VERIFY COORDINATION AND DRAWINGS. ANY UTILITY CONNECTION NEEDS WITH OWNER. 12.03 15" DEEP 3/4" MELAMINE LAMINATE SHELVING. 5 33 UTILITIES ROWS ON KV BRACKET WALL MOUNTED SYSTEM. 33.01 ELECTRICAL GEAR LOCATION, SEE ELECTRICAL DWG 22 PLUMBING 33.02 GAS METER LOCATION. SEE PLUMBING DRAWINGS. 22.01 JANITOR FLOOR SINK. SEE PLUMBING DRAWINGS. 33.03 PHONE BOARD LOCATION, SEE ELECTRICAL 22 02 � 6" TRENCH DRAIN WITH ADA COMPLIANT AND 'HEEL /'""� 1 . 1 A1.1 33.04 FIRE/WATER LINE LOCATION. SEE PLUMBING PROOF' GRATE, SEE PLUMBING DRAWINGS. SLOPE FLOOR AS INDICATED.