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HomeMy WebLinkAboutREVISED PLANS - 21-00725 - Iron Horse RV - Interior FinishF IRONHORSE RV DEALERSHIP 12TH W UNIVERSITY BLVD REXBURG., IDAHO 83440 L NOTES CONTRACTOR TO PROVIDE AND INSTALL KNOX BOX AT OR NEAR THE FRONT ENTRANCE OF THE BUILDING. VERIFY MAKE AND MODEL WITH FIRE MARSHAL. VERIFY EXACT PLACEMENT OF KNOX BOX WITH FIRE MARSHAL. CONTRACTOR TO VERIFY THE THE EXISTING FIRE HYDRANT ON 12TH WEST, OR THE NEW FIRE HYDRANT INDICATED ARE WITHIN 150' OF THE FDC. FDC TO BE LOCATED ON THE ADDRESSING SIDE OF THE BUILDING. INDEX TO DRAWINGS: G-0.1 TITLE PAGE ARCHITECTURAL A-1.1 FIRST FLOOR PLAN SYMBOL LEGEND A-1.3 FIRST FLOOR REFLECTED CEILING PLAN A-1.4 1 SECTION MARKER BUILDING ELEVATIONS A-3.1 BUILDING SECTION A-10.0 (PARTIAL CUT) A-5.1 ENLARGED PLANS A-5.2 INTERIOR ELEVATIONS SECTION MARKER SCHEDULES AND DETAILS A-6.2 DETAILS 1 r0.0 (FULL CUT) E5.0 FIRST FLOOR MECHANICAL POWER PLAN E5.1 10.0 DETAIL MARKER ONE -LINE DIAGRAM AND PANEL SCHEDULES E6.1 ELECTRICAL DETAILS 1" LIGHTING DETAILS DIMENSION 113 DOOR SYMBOL WINDOW SYMBOL NAME ELEVATION MARKER ELEV. (100'-0") GRID MARKERS INTERIOR ELEVATION MARKER O NOTE ARROW NORTH ARROW NORTH ROOM ROOM NAME 100 FLOOR PLAN TITLE SCALE: 1/4" =1'-0" 1 A-10.8 DRAWING LABEL WT 2 WALL TYPE ABBREVIATION LEGEND A.B.C. AGGREGATE BASE COURSE M.H. MAN HOLE A.F.F. ABOVE FINISH FLOOR MTL. METAL ALUM. ALUMINUM N.I.C. NOT IN CONTRACT BD. BOARD O.C. ON CENTER C.J. CONSTRUCTION JOINT OPP. OPPOSITE CMU CONCRETE MASONRY UNIT ORD. OVER FLOW DRAIN CONT. CONTINUOUS P.L. PLASTIC LAMINATE C.P. CENTER POINT PLY. WD. PLYWOOD DBL. DOUBLE P.T. PRESSURE TREATED DIA. DIAMETER R.B. REBAR E.J. EXPANSION JOINT R.C.P. REFLECTED CEILING PLAN EQ. EQUAL RD. ROOF DRAIN F.D. FLOOR DRAIN R.T.U. ROOFTOP UNIT E.I.F.S. EXTERIOR INSULATION S. SEWER FINISH SYSTEM SO. STORM DRAIN F.E. FIRE EXTINGUISHER SHT. SHEET F.F.E. FINISH FLOOR ELEVATION SIM. SIMILAR F.O.C. FACE OF CONCRETE TYP. TYPICAL F.O.S. FACE OF STUD U.N.O. UNLESS NOTED OTHERWISE GA. GAGE VERT. VERTICAL GYP. BD. GYPSUM BOARD WD. WOOD H.C. RAMP HANDICAP RAMP WR. WATER RESISTANT H.D. WD, HARD WOOD H.M. HOLLOW METAL HORIZ. HORIZONTAL H.W. HOT WATER LAV. LAVATORY NOTES CONTRACTOR TO PROVIDE AND INSTALL KNOX BOX AT OR NEAR THE FRONT ENTRANCE OF THE BUILDING. VERIFY MAKE AND MODEL WITH FIRE MARSHAL. VERIFY EXACT PLACEMENT OF KNOX BOX WITH FIRE MARSHAL. CONTRACTOR TO VERIFY THE THE EXISTING FIRE HYDRANT ON 12TH WEST, OR THE NEW FIRE HYDRANT INDICATED ARE WITHIN 150' OF THE FDC. FDC TO BE LOCATED ON THE ADDRESSING SIDE OF THE BUILDING. INDEX TO DRAWINGS: G-0.1 TITLE PAGE ARCHITECTURAL A-1.1 FIRST FLOOR PLAN A-1.2 SECOND FLOOR PLAN A-1.3 FIRST FLOOR REFLECTED CEILING PLAN A-1.4 SECOND FLOOR REFLECTED CEILING PLAN A-2.1 BUILDING ELEVATIONS A-3.1 BUILDING SECTION A-4.1 WALL SECTIONS A-5.1 ENLARGED PLANS A-5.2 INTERIOR ELEVATIONS A-6.1 SCHEDULES AND DETAILS A-6.2 DETAILS STRUCTURAL S1.0 GENERAL STRUCTURAL NOTES S1.1 SPECIAL INSPECTIONS & TESTING S1.2 SCHEDULES S2.0 FOOTING & FOUNDATION PLAN S3.0 MEZZANINE FRAMING PLAN S3.1 ROOF FRAMING PLAN S3.2 UPPER ROOF FRAMING PLAN S4.0 FRAMING DETAILS S4.1 FRAMING DETAILS S4.2 FRAMING DETAILS MECHANICAL MO.1 MECHANICAL AND PLUMBING SCHEDULES MO.2 MECHANICAL AND PLUMBING SCHEDULES M2.1 FIRST FLOOR MECHANICAL AND PLUMBING FLOOR PLAN M2.2 SECOND FLOOR MECHANICAL AND PLUMBING FLOOR PLAN M6.1 MECHANICAL AND PLUMBING DETAILS M6.2 MECHANICAL AND PLUMBING DETAILS P2.1 FIRST FLOOR DCW/DHW AND NG PLUMBING FLOOR PLAN P2.2 SECOND FLOOR DCW/DHW AND NG PLUMBING FLOOR PLAN P2.3 FIRST FLOOR WASTE/VENT PLUMBING PLAN P2.4 SECOND FLOOR WASTE/VENT PLUMBING PLAN ELECTRICAL EO.0 ELECTRICAL NOTES AND SPECIFICATIONS EO.1 LIGHTING COMPLIANCE EO.2 ELECTRICAL SPECIFICATION EO.3 ELECTRICAL SPECIFICATION EO.4 ELECTRICAL SPECIFICATION E1.0 SITE LIGHTING PLAN E2.0 FIRST FLOOR LIGHTING PLAN E2.1 SECOND FLOOR LIGHTING PLAN E3.0 FIRST FLOOR POWER PLAN E3.1 SECOND FLOOR POWER PLAN E4.0 FIRST FLOOR SPECIAL SYSTEMS PLAN E4.1 SECOND FLOOR SPECIAL SYSTEMS PLAN E5.0 FIRST FLOOR MECHANICAL POWER PLAN E5.1 SECOND FLOOR MECHANICAL POWER PLAN E6.0 ONE -LINE DIAGRAM AND PANEL SCHEDULES E6.1 ELECTRICAL DETAILS E6.2 LIGHTING DETAILS NOTE: THE PRE-ENGINEERED METAL BUILDING WILL BE SUBMITTED TO THE CITY ASA SEPARATE PERMIT. PROJECT CONSULTANTS CLARITY DESIGN GROUP ARCHITECTURE, PLANNING, INTERIORS 5525 S. 900 E. SUITE 340 MURRAY, UTAH 84117 (385) 247-8570 WCA STRUCTURAL ENGINEERING STRUCTURAL ENGINEER 442 NORTH MAIN STREET BOUNTIFUL, UTAH 84010 (801) 298-1118 PV E, INC. MECHANICAL ENGINEER 1040 NORTH 2200 WEST, SUITE 100 SLAT LAKE CITY, UTAH 84116 (801) 359-3148 MUSGROVE ENGINEERING ELECTRICAL ENGINEER 234 S. WHISPERWOOD WAY BOISE, IDAHO 83709 (208) 384-0585 0 ATLAS TECHNICAL CONSULTANT SPECIAL INSPECTIONS 1649 W. SHORELINE DRIVE, STE 100 BOISE, ID 83702 CODE ANALYSIS APPLICABLE CODES INTERNATIONAL BUILDING CODE - 2018 INTERNATIONAL MECHANICAL CODE - 2018 INTERNATIONAL PLUMBING CODE - 2018 NATIONAL ELECTRICAL CODE - 2017 INTERNATIONAL FIRE CODE - 2018 INTERNATIONAL FUEL GAS CODE - 2018 ICC/ANSI A117-1-2009 DESCRIPTION: IN GENERAL, THIS PROJECT IS THE NEW CONSTRUCTION OF A RV DEALERSHIP AND REPAIR GARAGE. THE BUILDING WILL HOUSE A MOTOR VEHICLE SHOWROOM AND OFFICES (B - BUSINESS USE), RETAIL COMPONENT (M- MERCHANTILE), AND SERVICE (S-1 STORAGE USE). CHP. 3 USE & OCCUPANCY 302.1 OCCUPANCY GROUP - B, M, S.1 304.1 BUSINESS GROUP (B) DEFINED OCCUPANCY TO INCLUDE MOTOR VEHICLE SHOWROOMS, PROFESSIONAL SERVICES AND TRAINING AREAS. 309.1 MERCANTILE GROUP (M) DEFINED OCCUPANCY TO INCLUDE RETAIL SALES 311.2 STORAGE GROUP S.1. DEFINED OCCUPANCY TO INCLUDE MOTOR VEHICLE REPAIR GARAGES AND STORAGE. CHP. 4 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY 406.8.6 REPAIR GARAGES: MUST BE EQUIPPED WITH AUTOMATIC FIRE SPRINKLER SYSTEM. CHP. 5 GENERAL BUILDING HEIGHTS & AREAS 501.2 ADDRESS NUMBERS SHALL BE VISIBLE FROM THE STREET. TABLE 504.3 ALLOWABLE HEIGHT ABOVE GRADE PLANE: 60 FEET FOR (S) TABLE 504.4 ALLOWABLE STORIES ABOVE GRADE PLANE: 2 STORIES TABLE 506.2 TYPE V -B ALLOWABLE AREAS (B, M, S-1) = 27,000 S.F. ACTUAL AREAS: LEVEL 1 = 17,500 S.F. LEVEL 2 = 1,125 S.F. LEVEL 1 B OCCUPANCY: 542 S.F. M OCCUPANCY: 6,958 S.F. S-1 OCCUPANCY: 10,000 S.F. TOTAL 17,500 S.F. LEVEL 2 B OCCUPANCY 1,125 S.F. TOTAL 11125 S.F. 508.3 NON -SEPARATED OCCUPANCIES APPLIED: BETWEEN B, M, AND S-1 OCCUPANCY. TABLE 508.4 NO SEPARATION REQUIRED BETWEEN B, M, AND S-1 OCCUPANCY CHP. 6 TYPES OF CONSTRUCTION TABLE 601 TYPE V -B, FIRE RESISTIBLE RATING REQUIREMENTS: PRIMARY STRUCTURE: 0 HOURS BEARING WALLS: 0 HOURS NON BEARING INTERIOR: 0 HOURS FLOOR CONSTRUCTION: 0 HOURS ROOF CONSTRUCTION: 0 HOURS TABLE 602 FIRE RESISTIBLE RATING REQUIREMENTS FOR EXTERIOR WALLS: FIRE SEPARATION DISTANCE IS GREATER THAN 30'. FOR TYPE V -B THERE IS NO FIRE RESISTANCE RATING FOR EXTERIOR WALLS CHP. 7 FIRE & SMOKE PROTECTION FEATURES TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS: NO LIMIT, GREATER THAN 30'-0" OF SEPARATION CHP. 8 INTERIOR FINISHES TABLE 803.11 THE FOLLOWING FINISH REQUIREMENTS APPLY: B OCCUPANCY: ROOMS AND CORRIDORS = C S-1 OCCUPANCY: ROOMS = C -RATED CHP. 9 FIRE PROTECTION SYSTEMS 903.2.9.1 (ULL BUILDING TO BE FIRE SPRINKLERED 906 PORTABLE FIRE EXTIIgGUISHER- SHALL E PROVIDED PER INTERNATIONAL FIRE CODE. 907 REFER TO ELECTRICAL DRAWINGS FOR FIRE ALARM AND DETECTION SYSTEM CHP. 10 MEANS OF EGRESS 1003.3 ALL PROTRUDING OBJECTS NEED TO COMPLY WITH THIS SECTION. TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT: OCCUPANT LOADS BUSINESS AREAS: 1 OCC/150 S.F.(GROSS) = 1,667 S.F./150 = 12 OCCUPANTS MERCANTILE AREA: 1 OCC/60 S.F. = 6,958 S.F./60 = 116 OCCUPANTS SERVICE BAYS: 1 OCC/PER BAY = 6 BAYS = 6 OCCUPANTS LOTAL = 134 OCCUPANTS TABLE 1006.3.1 MINIMUM NUMBER OF EXITS (2) EXIT REQUIRED TABLE 1006.3.2 (2) COMMON PATH OF EGRESS IS LIMITED TO 100 FEET. 1007.1.1 EXIT CONFIGURATION WHERE BUILDING IS EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM THE DISTANCE BETWEEN EXITS SHALL NOT BE LESS THAN 1/3 THE Al OVERALL DIAGONAL DISTANCE OF T� E SPACE 008 MEANS OF EGRESS ILLUMINATION EXIT LIGHTING SHALL COMPLY WITH REQUIREMENTS OF THIS SECTION 1013 EXIT SIGNS EXIT SIGNS SHALL COMPLY WITH REQUIREMENTS OF THIS SECTION 1016:2 E-GkESSTHROUG"T€RV€NiNG"SPAC'ES� EGRESS THROUGH INTERVENING SPACES SHALL COMPLY WITH APPLICABLE ITEMS IN SECTION. TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE B OCCUPANCY =300', M AND S-1 OCCUPANCY = 250' CHP. 11 ACCESSIBILITY 1104.2 AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS AND FACILITIES ON THE SITE. 1105.1 AT LEAST 60% OF PUBLIC ENTRANCE SHALL BE ACCESSIBLE. 1106.1 ACCESSIBLE PARKING SHALL BE PROVIDED PER TABLE 1106.1. 1106.5 ONE OUT OF EVERY SIX ACCESSIBLE STALLS SHALL BE VAN ACCESSIBLE. 1109.2 TOILET ROOMS SHALL BE ACCESSIBLE. 1109.3 AT LEAST 5% OF SINKS PROVIDED SHALL BE ACCESSIBLE 1109.9 MINIMUM 5% OF LOCKERS SHALL BE ACCESSIBLE. 1 9.11 MIN 5% (ANi NO-L,SS THAN oNE) CSF SS6AATIYVG AT TABL S, OUTE S AND WORK AREAS SHALL BE ACCESSIBLE 11 .1 .1 MINIMUM 5% OF DRESSING ROOMS S ALL BE CC `SSI CHP. 29 PLUMBING SYSTEMS TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES WATER CLOSETS - TOTAL REQUIRED: 2 FIXTURES, TOTAL PROVIDED: 3 LAVATORIES - TOTAL REQUIRED: 2 LAVATORIES, TOTAL PROVIDED: 4 DRINKING FOUNTAINS - TOTAL REQUIRED: 2 FIXTURES, TOTAL PROVIDED: 2 SERVICE SINKS - 1 REQUIRED, TOTAL PROVIDED: 1 clarity design group architecture planning interiors 5525 south 900 east, Ste 340 murray, utah 84117 t. 385.247.8570 0 ARC,, C spy P�0�90,�n'_ J ul 9R 98696 consultants RV DEALERSHIP REXBURG, ID PROJECT NO: - DRAWN BY: TA CHECKED BY: TA ISSUE DATE: 07/06/21 REV. DATE DESC. 1 10/18/21 REVISION SHEET TITLE TITLE SHEET G0.1 F_ I I I I I I -1 O } 0 0 7 0 4) N Al 0 4) N 0 CV L 0 O 25'-0" 9'-0" 14'-0" '-0': 6-0" iI 05.04 03.01 05.04 1 112G 1 I I • I I I I • I I I I I I I I . I ---------- 220A 1 112H 1 I I 01.03 05.01 I I I I 08.03 I I 01.03 ELEV. 99'-6" 05.01 11.01 03.02 03.03 112E 08.03 I 01.03 • ---------� 05.01 SERVICE 10.02 112 ---------- 12'-4" --------- 12'-4" \ 49'-0" ELEV. 99'-6" 03.02 03.03 08.03 112D • - - - - - - - - - - - - 3 25'-0" 5'-0" 3'-0" 14'-0" 03.01 \ 32.01 1 112J 23'-10" • 33.04 zo • I • 1 0 L-------- �. I I I I I I I I I I 01. 1 05. 1 1 112C H I 1126 H COMP. 01.03 J I 05.04 05.0 113 03.01 32.01 09.03 8'- 91-01, ,_9'-0" 14'-0" '-0' 6-0" 14'-0" 5'-0" T-0" ELEV. 99'-6" 03.02 03.03 ELEV. 99'-6" A5.2 //1 CD 0 CV 0 10.02 11'-10" 4 1 5 6 7 8 YA3.1175' 25-0" 25'-0" 25'-0" 19'-6" 51-6" 09.03 6" AFF CONIC STE WALL '-6" 8'-0" 7'-6" 3'-4" 4'-8" 8" METAL STUD F . AMING 05.04 10.03 01.03 05.02 01.03 05.05 1 04 01 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 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, I - ETC. SEE PEMB SPECIFIC DRAWINGS FOR DETAILS. - o .03 A 03 CONCRETE : SLOPE SIDEWALKS/DRIVE LANES AWAY FROM � _ 03.01 1 L 196G _1-33.03 1066 1, r r - - - - - - - - - - - - � BUILDING ALL AROUND, TYPICAL. MAX. 1/4" PER - - - - - - - - 27'_ M - 09.04 09.04 09.04 05.01 FOOT IN FRONT OF EXIT DOORS. SEE CIVIL .. DRAWINGS FOR CONTINUATION OF SIDEWALKS. 08.02 r Oo 03.02 SLOPE FLOOR TOWARD FLOOR DRAIN, 1/8" PER FT. 106D a A5.2 6 5 A5.2 1 ` 1 , 1 / 1 03.03 0 .01 04.01 _ O TYP. AT ALL RESTROOMS AND TRENCH DRAINS. i ` - 00 CONCRETE SLAB ON GRADE OVER GRANULAR FILL 11.01 I J J 04 o 03.03 OVER 10 MIL. VAPOR BARRIER WITH 6" LAP JOINTS. / SEE STRUCTURAL DRAWINGS FOR CONCRETE < < \ \ \ < <� \ \ ` < \ < \ < \- 07.02 THICKNESS,EXPANSION AND CONTROL JOINTS. • 12.01 i u o � \ \ � \ \ � \ _� iCO O JO S PART � \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 0 03.04 THIS DASHED LINE INDICATED INSIDE FACE OF 6" 106A \ 01.03 RAISED FOUNDATION WALL. SEE WALL SECTIONS I 106 \ \ \ \ \ \ \ \ \ - ' n \ \ \ \ \ \ ' \ \ \ 05.01 � ao 8 A5.2 0 \ >> \ �> \\\ >> \\\ �> \ \ 1 04.01 06.03 FOR NOTCH TO ALLOW FOR FINISHED DRYWALL � I \/ , % > 7 03 TERMINATION AT BASE TO FINISH FLOOR. I 12_02 - - •- - 08.02 \ / / w / 1. 1 B I12.01 / ^ / ^ \ / ^ \ 12.02 v 03.04 1 1 04 MASONRY 0 ARC `�� spy P�0�9o,��'- = _j�- tp z TAU�>1 5 X5.2 \ \ ` \ \ ` \ \ \ \ 04.01 STONE VENEER. SEE ELEVATIONS FOR SPECS ; >. 9869P IV o;' - - - - 00 4 A5.2 '0„ 7-0° �6=5- - 6'-8' \ \ \ \ \ \ \ \ \ \ \ o 04.01 05 METALS ���' F LU 2.01 03.03 \ \ \ \ \ \ - 0 05.01 PRIMED STEEL COLUMN. SEE STRUCTURAL 06.01 \ y > \ y > \ y > \ >_ o DRAWINGS FOR DETAILS. WHERE EXPOSED, - 10-6 - N 1 COLUMNS ARE TO BE PAINTED. � J 10.01 10'-0" 05.02 THESE DASHED LINES INDICATE STRUCTURAL < \ < / \ < \ < \ 0 .01 03.01 BRACING. SEE STRUCTURAL FOR DETAILING. JAN. EIC R NS' E S • \ \ ` \ � 1\ \ \ ` \ \ A5.2 2 07.02 i 1 132.01 SEE WALL SCHEDULE AND STRUCTURAL DRAWINGS .03 110 - 08 0T J \ \ \ \ \ \ \ \ \ _ 11.01 4.01 =1?05.03 109 ° °0 °� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 'n 03.04 0 FOR TYPES AND SIZES OF FRAMING. -- - 0 1 1 \ \ \ 22.04 \ \ � \ \ \ \ \ \ \ \ \ \ \ \ • \ " ' 5''8" ' 1'-0" � D 05.04 CONCRETE FILLED STEEL PIPE BOLLARD (2 PER 0 02 OVERHEAD DOOR). SEE DETAIL 8/A8.1 \ y > \ y > \ y > \ > - 4'-0"05.05 THIS SECTION OF WALL TO BE FRAMED WITH 8" 03.03 1 12.01 17- METAL STUD FRAMING. 10.01 01.03 1 08 01 06 WOOD, PLASTIC, COMPOSITES ,- 09.0 0 111A 05.01 A5.2 11008 _ 100 PROVIDE SOLID BLOCKING IN ALL WALLS TO RETAIL06.01 _ T. _ 00 01 SUPPORT MILLWORK, ADJUSTABLE SHELVING, 1 r COo • � � 12,_1„ i 1 CO N EQUIPMENT, ACCESSORIES, PLUMBING &PLUMBING 30A ACCESSORIES, ETC. BLOCKING SHALL CONSIST OF . 3 FIRE RETARDANT TREATED 2x LUMBER. TYPICAL. • 1116 3-0 6-0' 37"1" A4.1 �O _ 06.02 WOOD TRIM, SEE ELEVATIONS. 1 I. A5.1 27 -3 12.02 / \ / \ _ / 12" X 12" WOOD TIMBER COLUMNS/COLUMN WRAPS. �/> > / / / �/> > 1 SALES. 06.03 SEE ELEVATIONS AND STRUCTURAL DETAILS 102 1 06.02 1 = F 07 THERMAL AND MOISTURE � -- / 207.01 SEE WALL SECTIONS AND SPECIFICATIONS FOR <`\/ / < \/ / CD -0 t�0'" 6 .03 A4.1 REQUIRED MOISTURE BARRIER. . \ V V I 07.02 FOIL FACED R-19 BATT INSULATION. \ \ 4.01 - consultants 0 07.03 CEMENTITIOUS SIDING. SEE BUILDING ELEVATIONS. 11.01 ,> ///T%> 1 O SALES 07.03 in 0 11.01 103 N 07.04 16 GA/ BREAK METAL FLASHING TO WRAP INSIDE OF PARTS STORAGE - / / / / / / / / io 07.02 _0 _0 o O JAMB/HEAD AND OVER SHEATHING/MOISTURE / /* / / / / 0 T 11 T co 0 03.01 BARRIER. SEE OVERHEAD DOOR JAMB DETAIL. 111 0 < </ / / < <// / 03.03 C3I 04.01 cnC32.01_)08 OPENINGS \ / \�✓ 5.2 .L o R V 04 08.01 ELEVATIONS FOR DIMENSIONS. OPINSTALL INPER 08.03 / T> / /X > 12.01 1 20 SALES J 05.01 H MANUFACTURER'S RECOMMENDATIONS. DEALERSHIP / /> / / % 104 1 o 08.02 ALUMINUM ROLLING COUNTER DOOR. CORNELL IRON WORKS ESC10 OR APPROVED EQUAL. F_ -1 / / / / / /r] ME 0 0 .02 0 .01 09.03 A41 08.03; OVERHEAD DOOR, SEE ELEVATIONS AND DOOR R EXB U RG, < / / / < / / / 08.04 SCHEDULE. DASHED LINES INDICATE DOOR IN OPEN \�✓ A��CD ID o _ POSITION OVERHEAD. 1 It DO I 03.04 N co N 08.04 SLIDING GLASS DOORS, SEE DOOR SCHEDULE. / `\ A5.2 11.02 105 06.03 0 08.05 NEW 10'-0" TALL CHAIN LINK FENCE WITH 4'-0" SWING 3'-9" 2'-6" 4'-9"_ 14'-0" '11'-0" 6'-10' oo GATE WITH LOCKING HASP 09 FINISHES 10.01 05.01 1 _g" i 05.1 0 o i 111D 111C 1016 09.4 101A SEE ELEVATIONS FOR ALL EXTERIOR FINISHES • _. � � 09.02 SEE FINISH PLANS FOR INTERIOR DETAIL 07.04 07.04 07.04 5'-0" ' 0' 05.01 01.03 08.01 01 0 30A 08.01 09.03 DASHED LINE HERE INDICATES SOFFIT /WALL 05.04 4. ABOVE. SEE REFLECTED CEILING PLAN. PROJECT NO: - 33 07.02 .01 03.01 05.05 07.03 09.04 WHERE STRUCTURAL STEEL IS ENVELOPED IN DRAWN BY: TA 09.03 I FRAMING, WRAP THE STEEL FRAMING AS TIGHTLY AS POSSIBLE. CHECKED BY: TA SPECIALTIES 14'-0" 8'-0" '-6' 14'-0" '-0' 3'4" 4'-2" 5'-6" 14'-0" 5'-6" 5'-6" 14'4" 5'-6"I 5'-6" 14'-0" 5-6 6-0" 0.01 ISSUED ATE: 07/06/21 1SEMI-RECESSED, STAINLESS STEEL FIRE 6" AFF CONIC STEM 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 FIRST FLOOR PLAN SCALE: 1/8" = V-0" NORTH WALL LEGEND NEW WALL CONSTRUCTION. WALLS TO EXTEND TO 6" CEILIN GRID. SEE DETAIL 7/A6.2. FULL HEIGHT WALLS TO DECK ABOVE. SEE DETAIL 8/A6.2. EXISTING WALL TO REMAIN �T��//T�7ll�l�Il«/T1J PONY WALL TO SUPPORT TRANSACTION TOP, SEE DETAIL 11 /A6.2. 8" SMOOTH FACED MASONRY WALL, SEALED. SEE ELEVATIONS AND STRUCTURAL DRAWINGS FOR DETAILS. 20� SEE PLUMBING DWGS FOR HOSE BIB LOCATIONS. 10.02 PROVIDE SURFACE MOUNTED FIRE EXTINGUISHER 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. 10.03 PROVIDE THRU-WALL KEY NIGHT DROP BOX. VERIFY 22.05 SEE SHEETS A5.1 FOR ENLARGED RESTROOMS DTLS MODEL WITH OWNER. 22'.06 MULTI -STATION HAND WASH SINK. SEE PLUMBING 10.04 PROVIDE AND INSTALL ADA COMPLIANT RESTROOM DRAWINGS FOR SPECIFICATIONS. SIGN AT EACH OF THE RESTROOMS, OCCUPANT LOAD SIGN, ROOM SIGNAGE AND DIRECTIONAL 22.07 EMERGENCY EYE -WASH STATION, SEE PLUMBING. SIGNAGE AS N EDE- S E D 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. �� ' OWNER PROVIDED TV. CONTRACTOR TO PROVIDE PLACEMENT OF ALL ELECTRICAL AND BACKING AS REQUIRED, POWER AND DATA. COORDINATE WITH OWNER ON EXACT LOCATION. FLOOR PLA N COMMUNICATIONS OUTLETS SHALL BE VERIFIED IN THE FIELD WITH TENANT BEFORE INSTALLATION. 12 FURNISHINGS G 32 EXTERIOR IMPROVEMENTS 12.01.: MILLWORK PROVIDED AND INSTALLED BY GENERAL 32.01. SEE CIVIL AND LANDSCAPING DRAWINGS FOR CONTRACTOR, SEE INTERIOR ELEVATIONS FOR CONTINUATION OF SIDEWALKS. MORE DETAIL. -12.02 FURNITURE BY OWNER. VERIFY COORDINATION AND 32.02.) X 60'-0" 6" THICK CONCRETE PAD, SEE CIVIL ANY UTILITY CONNECTION NEEDS WITH OWNER. DRAWINGS. DRAWINGS. 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 'HEEL � A A1.1 1 1 C2 0) 6" TRENCH DRAIN WITH ADA COMPLIANT AND . 33.04 FIRE/WATER LINE LOCATION. SEE PLUMBING PROOF' GRATE, SEE PLUMBING DRAWINGS. SLOPE FLOOR AS INDICATED. 0 0 09.03 0 [OO 7 L 0 0 0 0 0 0 0 0 09.03 REFERENCE NOTES 01 GENERAL REQUIREMENTS 01.01 SEE SPECS FOR GENERAL REQUIREMENTS. 01.02 DIMENSIONS ARE TO FACE OF FINISH MATERIAL UNLESS NOTED OTHERWISE. 01.03_ THIS NOTE INDICATES COMPONENTS OF THE PRE-ENGINEERED METAL BUILDING. THESE INCLUDE MAIN BUILDING COLUMNS, EXTERIOR METAL SHEATHING AND ASSOCIATED R-19 BATT INSULATION, ROOFING AND ROOF INSULATION, STEEL GIRTS AND FRAMING, ETC. SEE PEMB SPECIFIC DRAWINGS FOR DETAILS. /4 05 METALS 05.01 PRIMED STEEL COLUMN. SEE STRUCTURAL DRAWINGS FOR DETAILS. WHERE EXPOSED, COLUMNS ARE TO BE PAINTED. 05.02 THESE DASHED LINES INDICATE STRUCTURAL BRACING. SEE STRUCTURAL FOR DETAILING. 05.03 SEE WALL SCHEDULE AND STRUCTURAL DRAWINGS FOR TYPES AND SIZES OF FRAMING. THIS SECTION OF WALL TO BE FRAMED WITH 8" METAL STUD FRAMING. 06 WOOD, PLASTIC, COMPOSITES B 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. 06.03 12" X 12" WOOD TIMBER COLUMNS/COLUMN WRAPS. SEE ELEVATIONS AND STRUCTURAL DETAILS 07 THERMAL AND MOISTURE SEE WALL SECTIONS AND SPECIFICATIONS FOR REQUIRED MOISTURE BARRIER. 07.02 FOIL FACED R-19 BATT INSULATION. D 07.03 CEMENTITIOUS SIDING. SEE BUILDING ELEVATIONS. 09 FINISHES 3 A-4.1 i SECOND FLOOR PLAN SCALE: 1/8" = 1'-0" NORTH WALL LEGEND 0 09.01 SEE ELEVATIONS FOR ALL EXTERIOR FINISHES 09.02 SEE FINISH PLANS FOR INTERIOR DETAIL 09.03 DASHED LINE HERE INDICATES SOFFIT /WALL ABOVE. SEE REFLECTED CEILING PLAN. C0g.04 ; WHERE STRUCTURAL STEEL IS ENVELOPED IN FRAMING, WRAP THE STEEL FRAMING AS TIGHTLY AS POSSIBLE. SPECIALTIES 10.01 SEMI -RECESSED, STAINLESS STEEL FIRE EXTINGUISHER CABINET. EXTINGUISHERS SHALL COMPLY WITH NFPA STANDARD #10 AND BE A MINIMUM SIZE OF 2A10B:C. '1003 i PROVIDE THRU-WALL KEY NIGHT DROP BOX. VERIFY MODEL WITH OWNER. 11 EQUIPMENT 11.01 VERIFY ALL OWNER PROVIDED EQUIPMENT NEEDS WITH TENANT SUPPLIED INFORMATION. 12 FURNISHINGS 12.01 MILLWORK PROVIDED AND INSTALLED BY GENERAL CONTRACTOR, SEE INTERIOR ELEVATIONS FOR MORE DETAIL. 12.02 FURNITURE BY OWNER. VERIFY COORDINATION AND ANY UTILITY CONNECTION NEEDS WITH OWNER. 26 ELECTRICAL 26.01 IN GENERAL ELECTRICAL OUTLETS ARE TO BE 16" AFF, UNLESS NOTED OTHERWISE. COORDINATE ALL OUTLETS WITH MILLWORK ON FINISH PLANS SO NO OUTLETS ARE LOCATED BEHIND MILLWORK. PLACEMENT OF ALL ELECTRICAL AND COMMUNICATIONS OUTLETS SHALL BE VERIFIED IN THE FIELD WITH TENANT BEFORE INSTALLATION. // // 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 T/I�l/�7�711i1//�lli!�1//T1I PONY WALL TO SUPPORT TRANSACTION TOP, SEE DETAIL 11 /A6.2. 8" SMOOTH FACED MASONRY WALL, SEALED. SEE ELEVATIONS AND STRUCTURAL DRAWINGS FOR DETAILS. clarity design group architecture planning interiors 5525 south 900 east, ste 340 murray, utah 84117 t. 385.247.8570 I 0 ARC PN0�90,�n'_ J F- y -i - 9R 98696 0 consultants RV DEALERSHIP REXBURG, ID PROJECT NO: - DRAWN BY: CHECKED BY: TA TA ISSUE DATE: 07/06/21 REV. DATE DESC. SHEET TITLE SECOND FLOOR PLAN A1.2 F_ I I �O 0 O 0 �O W, LOWER REFLECTED CEILING PLAN SCALE: 1/8" = V-0" I � clarity design group architecture planning interiors 5525 south 900 east, ste 340 murray, utah 84117 t. 385.247.8570 REFERENCE NOTES 01 GENERAL REQUIREMENTS 01.01 SEE SPECS FOR GENERAL REQUIREMENTS. 01.02 DIMENSIONS ARE TO FACE OF FINISH MATERIAL UNLESS NOTED OTHERWISE. A 01.03 ; THIS NOTE INDICATES COMPONENTS OF THE PRE-ENGINEERED METAL BUILDING. THESE INCLUDE MAIN BUILDING COLUMNS, EXTERIOR METAL SHEATHING AND ASSOCIATED R-19 BATT INSULATION, ROOFING AND ROOF INSULATION, STEEL GIRTS AND FRAMING, ETC. SEE PEMB SPECIFIC DRAWINGS FOR DETAILS. 06 WOOD, PLASTIC, COMPOSITES 06.01 12" X 12" WOOD TIMBER COLUMNS/COLUMN WRAPS. SEE ELEVATIONS AND STRUCTURAL DETAILS 06.02 3/4" T&G PLANKING. STAINED TO MATCH WOOD BEAM FINISH. INSTALL PRIOR TO WOOD BEAM B WRAPS SO THAT JOINTS CAN BE CONCEALED BEHIND BEAM FINISH. 08 OPENINGS 08.01 THESE DASHED LINES INDICATE OVERHEAD DOORS IN THEIR OPEN POSITION. 09 FINISHES 09.01 SUSPENDED ACOUSTICAL CEILING SYSTEM. SEE SHEET A1.4 FOR FINISH SPECIFICATIONS. REFER TO DETAILS 1 & 2 ON SHEET A3A FOR SEISMIC BRACING D OF CEILING AND LIGHTS. 09.02 THIS ROOM SHALL HAVE EXPOSED STRUCTURE ABOVE, PAINTED. WHITE PEMB VINYL COVERED BATT INSULATION TO BE EXPOSED. 09.03 SUSPENDED GYP. BD. CEILING. SEE SHEET A1.4 FOR FINISH SPECIFICATIONS. 23 HVAC 23.01 EXPOSED DUCT, NO FINISH. SEE MECHANICAL DRAWINGS. F 26 ELECTRICAL 0 0 26.01 SEE ELECTRICAL DRAWINGS FOR FIXTURE SCHEDULE I consultants RV DEALERSHIP REXBURG, ID PROJECT NO: - DRAWN BY: TA CHECKED BY: TA ISSUE DATE: 07/06/21 REV. DATE DESC. SHEET TITLE FIRST FLOOR REFLECTED CEILING PLAN L I � 0 0 L 0 0 0 0 0 0 0 0 UPPER REFLECTED CEILING PLAN SCALE: 1/8" = V-0" REFERENCE NOTES 01 GENERAL REQUIREMENTS 01.01 SEE SPECS FOR GENERAL REQUIREMENTS. 01.02 DIMENSIONS ARE TO FACE OF FINISH MATERIAL UNLESS NOTED OTHERWISE. A 01.03 ' THIS NOTE INDICATES COMPONENTS OF THE PRE-ENGINEERED METAL BUILDING. THESE INCLUDE MAIN BUILDING COLUMNS, EXTERIOR METAL SHEATHING AND ASSOCIATED R-19 BATT INSULATION, ROOFING AND ROOF INSULATION, STEEL GIRTS AND FRAMING, ETC. SEE PEMB SPECIFIC DRAWINGS FOR DETAILS. 06 WOOD, PLASTIC, COMPOSITES 06.01 12" X 12" WOOD TIMBER COLUMNS/COLUMN WRAPS. SEE ELEVATIONS AND STRUCTURAL DETAILS 06.02 3/4" T&G PLANKING. STAINED TO MATCH WOOD B _ BEAM FINISH. INSTALL PRIOR TO WOOD BEAM WRAPS SO THAT JOINTS CAN BE CONCEALED BEHIND BEAM FINISH. 08 OPENINGS 08.01 THESE DASHED LINES INDICATE OVERHEAD DOORS IN THEIR OPEN POSITION. 09 FINISHES 09.01 SUSPENDED ACOUSTICAL CEILING SYSTEM. SEE SHEET A1.4 FOR FINISH SPECIFICATIONS. REFER TO DETAILS 1 & 2 ON SHEET A3A FOR SEISMIC BRACING D OF CEILING AND LIGHTS. 09.02 THIS ROOM SHALL HAVE EXPOSED STRUCTURE ABOVE, PAINTED. WHITE PEMB VINYL COVERED BATT INSULATION TO BE EXPOSED. 09.03 SUSPENDED GYP. BD. CEILING. SEE SHEET A1.4 FOR FINISH SPECIFICATIONS. 23 HVAC 23 EXPOSED DUCT, NO FINISH. SEE MECHANICAL DRAWINGS. F 26 ELECTRICAL 26.01 SEE ELECTRICAL DRAWINGS FOR FIXTURE SCHEDULE 0 L clarity design group architecture planning interiors 5525 south 900 east, ste 340 murray, utah 84117 t. 385.247.8570 I consultants RV DEALERSHIP REXBURG, ID PROJECT NO: - DRAWN BY: TA CHECKED BY: TA ISSUE DATE: 07/06/21 REV. DATE DESC. SHEET TITLE SECOND FLOOR REFLECTED CEILING PLAN A1.4 -VV LJI LLLVMI It -JIM SCALE: 1/8" = V-0" n n n n n nH VJ n n O 61 SCALE: 1/8" = V-0" f 3) (Z) in REFERENCE NOTES 01 GENERAL REQUIREMENTS 01.01 SEE SPECS FOR GENERAL REQUIREMENTS. 01.02 DIMENSIONS ARE TO FACE OF FINISH MATERIAL UNLESS NOTED OTHERWISE. C01.0 -3 -,THIS NOTE INDICATES COMPONENTS OF THE PRE-ENGINEERED METAL BUILDING. THESE INCLUDE MAIN BUILDING COLUMNS, EXTERIOR METAL T. O. WALL SHEATHING AND ASSOCIATED R-19 BATT ELEV. 122'-0" INSULATION, ROOFING AND ROOF INSULATION, STEEL GIRTS AND FRAMING, ETC. SEE PEMB SPECIFIC DRAWINGS FOR DETAILS. 03 CONCRETE T. O. WALL ELEV. 122'-0" 4gLFINISH FLOOR ELEV. 100'-0" ,jLB.O. FOOTING ELEV. 97'-0" L IVLJIA 1-1 1 LLL VM I IVIV SCALE: 1/8" = V-0" 03.01 , 24" A.F.F. CONCRETE STEM WALL. SEE STRUCTURAL. 03.02 PRE -CAST CONCRETE SILL, NATURAL COLOR, SEE WALL SECTIONS. 03.03, THESE DASHED LINES INDICATE THE FOOTING AND FOUNDATION. SEE STRUCTURAL. 003.04-- 6" A.F.F. CONCRETE STEM WALL. SEE STRUCTURAL. 04 MASONRY 04.01 - FINISH FLOOR STONE VENEER. SEE FINISH LEGEND FOR ELEV. 100'-0" MANUFACTURER AND COLOR. B.O. FOOTING 04.02 SPLIT FACED CONCRETE BLOCK. BLOCK AND ELEV. 97'-0" GROUT COLOR TO MATCH PEMB SIDING. SEALED. 05 METALS EXTERIOR FINISH LEGEND: CEMENTITIOUS SIDING Al: STAGGERED EDGE SHAKE SIDING, JAMES HARDIE OR APPROVED EQUAL PAINTED: SHERWIN WILLIAMS, GRIFFIN, SW 7026 A2: 6" EXPOSURE LAP BOARD SIDING, JAMES HARDIE OR APPROVED EQUAL. PAINTED: SHERWIN WILLIAMS, ELEPHANT EAR, SW 9168 A3:5/4 WOOD GRAINED TRIM, JAMES HARDIE OR APPROVED EQUAL PAINTED: SHERWIN WILLIAMS, REQUISITE GRAY, SW 7023 B / CMU SPLIT -FACED: COLOR TO MATCH C1 SIDING, SEALED C / METAL SIDING/ ROOFING/ FASCIA/ GUTTER AND DOWNSPOUTS Cl: BEHLEN, CHARCOAL (CK) FLUROPON 70% KYNAR (VERTICAL SIDING) C2: BEHLEN, PATRICIAN BRONZE (ZK) FLUROPON 70% KYNAR (ROOF / FASCIA / GUTTER AND DOWNSPOUTS) SYNTHETIC STONE VENEER CORONADO STONE, RIVER ROCK, SOUTHWEST BLEND ALUMINUM STOREFRONT SYSTEM, DARK BRONZE ANODIZED ALUMINUM FINISH, U.S. ALUMINUM CORP. OR APPROVED EQUAL. �F HOLLOW METAL DOORS, PAINTED SHERWIN WILLIAMS, SEMI -GLOSS COLOR: PEPPERCORN, SW 7674 �G EXPOSED TIMBER FRAMING CLEAR STAIN FINISH. GLAZING TYPES: AO 1" CLEAR, INSULATED, LOW E, TEMPERED GLASS, SEALED. © V CLEAR, INSULATED, LOW E, SEALED. NOTE: GLASS TO HAVE THE FOLLOWING CHARACTERISTICS VISIBLE LIGHT TRANSMITTANCE: 68% SHGC:.38 U-VALUE:.29 SHADING COEFFICIENT:.43 NOTE: CONTRACTOR TO PROVIDE MOCK-UP ON SITE WITH ALL COLORS AND MATERIALS DEPICTED FOR OWNER AND ARCHITECT APPROVAL PRIOR TO INSTALLATION OF ANY FINISHES EXCEPT METAL SIDING. JVV I rl LLL Vl11 IVIV SCALE: 1/8" = V-0" ( 05.04 CONCRETE FILLED STEEL PIPE BOLLARD (2 PER OVERHEAD DOOR). SEE DETAIL 8/A8.1 005.05; THIS SECTION OF WALL TO BE FRAMED WITH 8" METAL STUD FRAMING. 06 WOOD, PLASTIC, COMPOSITES 06.02 WOOD TRIM, SEE ELEVATIONS. 06.03 12" X 12" WOOD TIMBER COLUMNS/COLUMN WRAPS. SEE ELEVATIONS AND STRUCTURAL DETAILS 06.04 WOOD TIMBER TRUSS MEMBERS. SEE STRUCTURAL. 06.05 8 X 18 WOOD TIMBER ORNAMENTAL TRUSS MEMBERS. SEE STRUCTURAL. 07 THERMAL AND MOISTURE 07.01 CONTINUOUS SEAMLESS RAIN GUTTER AND DOWNSPOUTS TO MATCH STANDING SEAM METAL ROOF. (:0:7.02 BAR STYLE SNOW GUARDS TO MATCH STANDING SEAM METAL ROOF. 07.03 CEMENTITIOUS SIDING AND TRIM BOARDS OVER LIQUID APPLIED VAPOR BARRIER, JAMES HARDIE SIDING OR APPROVED EQUAL. INSTALL FLASHING PER MANUFACTURER'S RECOMMENDATIONS. SEE FINISH LEGEND. 07.04 METAL ROOFING TO MATCH PEMB ROOFING. SEE FINISH LEGEND. 07.05 CONTINUOUS METAL FASCIA AND DRIP EDGE TO MATCH METAL ROOFING. 08 OPENINGS 08.01. ALUMINUM STOREFRONT, SEE PLANS AND ELEVATIONS FOR DIMENSIONS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 08.02 HOLLOW METAL SERVICE DOOR. SEE DOOR SCHEDULE. C 08.0.3_ OVERHEAD DOOR, SEE ELEVATIONS AND DOOR SCHEDULE. DASHED LINES INDICATE DOOR IN OPEN POSITION OVERHEAD. SPECIALTIES 10.01 SIGNAGE PROVIDED BY OTHERS. PROVIDE NECESSARY POWER AND BACKING. COORDINATE WITH OWNER. 10.03 PROVIDE THRU-WALL KEY NIGHT DROP BOX. VERIFY MODEL WITH OWNER. clarity design group architecture planning interiors 5525 south 900 east, ste 340 murray, utah 84117 t. 385.247.8570 I ARC PN0�90,�n'_ J F- y -i - h 'A 9R 98696 F `, \'\% consultants RV DEALERSHIP REXBURG, ID PROJECT NO: - DRAWN BY: TA CHECKED BY: TA ISSUE DATE: 07/06/21 REV. DATE DESC. SHEET TITLE 22 PLUMBING ELEVATIONS 22.01 SEE PLUMBING DWGS FOR HOSE BIB LOCATIONS. 26 ELECTRICAL 26.01 WALL MOUNTED SECURITY LIGHTING, SEE ELECTRICAL DRAWINGS. — 33 UTILITIES 33.01. ELECTRICAL GEAR LOCATION, SEE ELECTRICAL DWG A2.1 � 2 • 1 33.02 GAS METER LOCATION. SEE PLUMBING DRAWINGS. /`1 F T. O. ROOF 1 0VILL 11M%J JCt.I IVIV A3.1 SCALE: 1/8" = V-0" REFERENCE NOTES 03.01 24" A.F.F. CONCRETE STEM WALL. SEE STRUCTURAL. 03.02 CONCRETE SLAB ON GRADE OVER GRANULAR FILL OVER 10 MIL. VAPOR BARRIER WITH 6" LAP JOINTS. SEE STRUCTURAL DRAWINGS FOR CONCRETE THICKNESS, EXPANSION AND CONTROL JOINTS. 03.03 FOOTING AND FOUNDATION. SEE STRUCTURAL. 05 METALS 05.01 METAL STUD FRAMING, SEE FLOOR PLAN. 06.01 ; WOOD SHEATHING OVER WOOD TRUSS JOISTS. SEE STRUCTURAL DRAWINGS. 08 OPENINGS 08.01 SLIDING GLASS DOORS, SEE DOOR SCHEDULE. 09 FNISHES 09.01 SUSPENDED GYPSUM BOARD CEILING, SEE REFLECTED CEILING PLAN. �9 02 SUSPENDED T -GRID CEILING, SEE REFLECTED CEILING PLAN. 23 HVAC MECHANICAL DIFFUSERS, SEE RCP AND MECHANICAL DWGS. 26 ELECTRICAL 26.01 HIGH BAY LIGHTING. SEE RCP AND ELECTRICAL DRAWINGS. I O ARC P�0�90,�n'_ J F- y -i - A 9R 98696 �. consultants RV DEALERSHIP REXBURG, ID PROJECT NO: - DRAWN BY: TA clarity design group 01 GENERAL REQUIREMENTS REV. DATE DESC. 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 SHEET TITLE BUILDING SECTION MAIN BUILDING COLUMNS, EXTERIOR METAL SHEATHING AND ASSOCIATED R-19 BATT INSULATION, ROOFING AND ROOF INSULATION, STEEL GIRTS AND FRAMING, ETC. SEE PEMB SPECIFIC DRAWINGS FOR DETAILS. A7 /�/1A1/��LTL 03.01 24" A.F.F. CONCRETE STEM WALL. SEE STRUCTURAL. 03.02 CONCRETE SLAB ON GRADE OVER GRANULAR FILL OVER 10 MIL. VAPOR BARRIER WITH 6" LAP JOINTS. SEE STRUCTURAL DRAWINGS FOR CONCRETE THICKNESS, EXPANSION AND CONTROL JOINTS. 03.03 FOOTING AND FOUNDATION. SEE STRUCTURAL. 05 METALS 05.01 METAL STUD FRAMING, SEE FLOOR PLAN. 06.01 ; WOOD SHEATHING OVER WOOD TRUSS JOISTS. SEE STRUCTURAL DRAWINGS. 08 OPENINGS 08.01 SLIDING GLASS DOORS, SEE DOOR SCHEDULE. 09 FNISHES 09.01 SUSPENDED GYPSUM BOARD CEILING, SEE REFLECTED CEILING PLAN. �9 02 SUSPENDED T -GRID CEILING, SEE REFLECTED CEILING PLAN. 23 HVAC MECHANICAL DIFFUSERS, SEE RCP AND MECHANICAL DWGS. 26 ELECTRICAL 26.01 HIGH BAY LIGHTING. SEE RCP AND ELECTRICAL DRAWINGS. I O ARC P�0�90,�n'_ J F- y -i - A 9R 98696 �. consultants RV DEALERSHIP REXBURG, ID PROJECT NO: - DRAWN BY: TA CHECKED BY: TA ISSUE DATE: 07/06/21 REV. DATE DESC. SHEET TITLE BUILDING SECTION A3.1 L I __1 Tv N N N O N CO rl 0 un c 0 U Q1 V) OIL T. O. WALL ELEV. 114'-10" OIL FINISH FLOOR ELEV. 110'-10" OIL FINISH FLOOR ELEV. 100'-0" 100 1 WALL SECTION A4.1 SCALE: 1/2" = 1'-0" REFERENCE NOTES 01 GENERAL REQUIREMENTS 01.01 SEE SPECS FOR GENERAL REQUIREMENTS. 01.02 DIMENSIONS ARE TO FACE OF FINISH MATERIAL UNLESS NOTED OTHERWISE. 01.03 THIS NOTE INDICATES COMPONENTS OF THE PRE-ENGINEERED METAL BUILDING. THESE INCLUDE MAIN BUILDING COLUMNS, EXTERIOR METAL SHEATHING AND ASSOCIATED R-19 BATT INSULATION, ROOFING AND ROOF INSULATION, STEEL GIRTS AND FRAMING, ETC. SEE PEMB SPECIFIC DRAWINGS FOR DETAILS. 03 CONCRETE (::0-3.01 '; SLOPE SIDEWALKS 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 PRE -CAST CONCRETE SILL, NATURAL COLOR, SEE WALL SECTIONS. 03.03-, CONCRETE SLAB ON GRADE OVER GRANULAR FILL, OVER 10 MIL. VAPOR BARRIER, SEE STRUCTURAL FOR CONCRETE THICKNESS, EXPANSION AND CONTROL JOINTS. 03.04 FOOTING & FOUNDATION, SEE STRUCTURAL FOR CONCRETE TYPE AND REINFORCING. 03.05 PROVIDE 1X6 NOTCH IN CONCRETE FOUNDATION WALL TO ALLOW GYP. BD. FINISH TO TRANSITION TO FINISH FLOOR LEVEL BELOW. 04 MASONRY 04.01 STONE VENEER. SEE FINISH LEGEND FOR MANUFACTURER AND COLOR. 05 METALS 05.01 4" METAL STUD FRAMING. SEE STRUCTURAL DRAWINGS. (05.0 - 6" METAL STUD FRAMING. SEE STRUCTURAL DRAWINGS. X05.03 3-5/8" METAL STUD FRAMING. SEE STRUCTURAL DRAWINGS. 05.05 STEEL JOIST/BEAM, SEE STRUCTURAL. 05.07 ALUMINUM SOFFIT, SEE RCP FOR SPECIFICATIONS AND STRUCTURAL FOR SUPPORT 06 WOOD, PLASTIC, COMPOSITES 06.01 WOOD TRIM, SEE ELEVATIONS. 06.02 SHEATHING. SEE STRUCTURAL DRAWINGS. 06.03 12" X 12" WOOD TIMBER BEAM/TRUSS MEMBERS. SEE ELEVATIONS AND STRUCTURAL DETAILS 06.04 3/4" T&G PLANKING. STAINED TO MATCH WOOD BEAM FINISH. INSTALL PRIOR TO WOOD BEAM WRAPS SO THAT JOINTS CAN BE CONCEALED BEHIND BEAM FINISH. 07 THERMAL AND MOISTURE 07.01 CONTINUOUS SEAMLESS RAIN GUTTER AND DOWNSPOUTS TO MATCH STANDING SEAM METAL ROOF. 07.02-) 2" POLYISOCYAN U RATE RIGID INSULATION BOARD AT FOUNDATION WALLS, R-12 MIN., TYP., SEE SPECS. 07.03 10 MIL. VAPOR BARRIER, SEE SPECIFICATIONS. 07.04 BAR STYLE SNOW GUARDS TO MATCH STANDING SEAM METAL ROOF. 07.05; CEMENTITIOUS SIDING AND TRIM BOARDS OVER LIQUID APPLIED VAPOR BARRIER, JAMES HARDIE SIDING OR APPROVED EQUAL. INSTALL FLASHING PER MANUFACTURER'S RECOMMENDATIONS. SEE FINISH LEGEND. (707- METAL ROOFING, FASCIA, AND DRIP EDGE TO MATCH PEMB ROOFING. SEE FINISH LEGEND. ROOFING OVER MANUFACTURER RECOMMENDED MOISTURE BARRIER. 07.07 CONTINUOUS SEALANT, TYPICAL. 07.08 BITUMOUS DAMPROOFING, SEE SPECS. 07.09 FLASHING TO MATCH ADJACENT FINISHES. 07.10 DASHED LINE REPRESENTS LIQUID APPLIED VAPOR BARRIER AT ALL EXTERIOR FRAMED WALLS. 07.11 R-19 BATT INSULATION W/ INTEGRAL FOIL FACED VAPOR BARRIER, SEE SPECS. 08 OPENINGS 08.01 SHIM WINDOWS AS REQ'D AT HEAD. 08.02 4 1/2" KANEER TRI -FAB 450-T STOREFRONT SYSTEM OR APPROVED EQUAL. SEE ELEVATIONS AND SPECIFICATIONS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 09 FINISHES 09.01 5/8" GYP. BD., SEE SPECS. AND FINISH PLANS. 09.02 SEE FINISH PLANS FOR GYP. BD. TREATMENT, FLOOR COVERINGS, BASE, AND ALL FINISHES. 09.03 1X4 MDF TRIM AROUND ALL INTERIOR WINDOW OPENINGS, PAINTED SEMI -GLOSS 10 SPECIALTIES 31 EARTHWORK 0 31.01 SLOPE GRADE AWAY FROM BUILDING ALL AROUND, TYPICAL. 6" OF FALL REQUIRED IN THE FIRST 10'-0" AWAY FROM THE BUILDING. 31.02 VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER FOOTINGS. 31.03 GRANULAR FILL, SEE STRUCTURAL & SOILS REPORT. clarity design group architecture planning interiors 5525 south 900 east, ste 340 murray, utah 84117 t. 385.247.8570 I spy P�0�90,�n'_ '9 9869fOy consultants RV DEALERSHIP REXBURG, ID PROJECT NO: - DRAWN BY: TA CHECKED BY: TA ISSUE DATE: 07/06/21 REV. DATE DESC. 1 10/18/21 REVISION SHEET TITLE WALL SECTIONS A4.1 A�.1 SCALE: 1/4" = 1'-U" ENLARGED FLOOR PLAN A5.1 SCALE: 1/4" = 1'-0" 3 STAIR SECTION �.i SCALE: 1/4" = 1'-0" RESTROOM REFERENCE NOTES OA DUAL ROLL TISSUE DISPENSER, BRADLEY 5124 OR EQUAL. O SURFACE MOUNTED, BATTERY -POWERED AUTOMATIC PAPER TOWEL DISPENSER. GEORGIA PACIFIC "ENMOTION" OR APPROVED EQUAL. OC PORCELAIN WALL TILE, SEE FINISH SCHEDULE OPROVIDE MIRROR, 24"x36". BRADLEY MODEL 781 OR APPROVED EQUAL. INCLUDE SPACERS AS REQUIRED BEHIND MIRROR TO ALLOW FOR LEVEL INSTALLATION. O36" LONG STAINLESS STEEL GRAB BAR @ REAR OF TOILET. BRADLEY PART NO. 8170-00136. O 42" LONG STAINLESS STEEL GRAB BAR @ SIDE OF TOILET. BRADLEY PART NO. 8170-00142. O 18" LONG VERTICAL STAINLESS STEEL GRAB BAR ABOVE 42" SIDE GRAB BAR. BOTTOM OF VERTICAL GRAB BAR TO BE INSTALLED @ 39" A.F.F. SEE RESTROOM ELEVATION. OH TENANT PROVIDED CONTRACTOR INSTALLED WALL HUNG SOAP DISPENSER OI WALL MOUNTED TOILET SEAT PROTECTOR, BRADLEY 5831 OR EQUAL. OJ SCHLUTER COVE BASE, DILEX-AHKA BRUSHED ANODIZED ALUMINUM ()SCHLUTER FINISH EDGE, RONDEC BRUSHED ANODIZED ALUMINUM OL WHITE FRP, SMOOTH FINISH, MARLITE OR APPROVED EQUAL. HOLD 3" A.F.F. OM 4" RUBBER BASE, ROPPE, BLACK BROWN #193 REFERENCE NOTES 01 GENERAL REQUIREMENTS Al 01.01 HANDRAILS AND GUARDS ARE SHALL MEET THE REQUIREMENTS OF IBC SECTIONS 1014 AND 1015. DIMENSIONS ARE TO FACE OF FINISH MATERIAL UNLESS NOTED OTHERWISE. 03 CONCRETE 03.01 CONCRETE SLAB ON GRADE OVER GRANULAR FILL, SEE STRUCTURAL. SEE STRUCTURAL DRAWINGS FOR CONCRETE FLOOR EXPANSION AND CONTROL JOINTS. 03.02 THICKENED SLAB, SEE STRUCTURAL FOR CONCRETE TYPE AND REINFORCING. VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER THESE LOCATIONS. 05 METALS 05.01 1"' STEEL HAND RAIL SECURED WITH WALL MOUNTED BRACKETS, PRIMED AND PAINTED. CONTRACTOR TO PROVIDE ALL NECESSARY BACKING IN WALLS. 05.02 STEEL COLUMN. SEE FLOOR PLAN. 05.03 3-5/8" METAL STUD FRAMING. SEE STRUCTURAL DRAWINGS. 05.04 6" METAL STUD FRAMING. SEE STRUCTURAL DRAWINGS. 06 WOOD AND PLASTICS 06.01 WOOD FRAMING, SEE STRUCTURAL 09 FINISHES 09.01 5/8" GYP. BD., SEE SPECS. AND FINISH PLANS. 09.02 SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR GYP. BD. TREATMENT, FLOOR COVERINGS, BASE, AND ALL FINISHES. 09.03 T -GRID CEILING. SEE REFLECTED CEILING PLAN. 4 M ENS/WOM ENS A5.1 SCALE: 1/4" = 1'-0" 05 M ENS/WOM ENS A5.1 SCALE: 1/4" = 1'-0" 6 M ENS/WOM ENS A5.1 SCALE: 1/4" = 1'-0" 7 MENS/WOMENS A5.1 SCALE: 1/4" = 1'-0" TECH RESTROOM SCALE: 1/4" = 1'-0" V 0 TECH RESTROOM SCALE: 1/4" = 1'-0" 10 TECH RESTROOM A5.1 SCALE X m E co co 1/4" = 1'-0" 11 TECH RESTROOM A5.1 SCALE 1/4" = 1'-0" clarity design group architecture planning interiors 5525 south 900 east, ste 340 murray, utah 84117 t. 385.247.8570 I 1) ARC J h '9869'b 98696 consultants RV DEALERSHIP REXBURG, ID PROJECT NO: - DRAWN BY: TA CHECKED BY: TA ISSUE DATE: 07/06/21 REV. DATE DESC. 1 10/18/21 REVISION SHEET TITLE ENLARGED PLANS AND RESTROOM ELEVATIONS A5.1 F CN RETAIL SALES COUNTER �A5�.2SCALE: 1/4" = 1'-0" c T CS RETAIL SALES COUNTER �A5�.2SCALE: 1/4" = 1'-0" RETAIL SALES COUNTER �.2SCALE: 1/4" = 1'-0" L 3 FS _S1 u r_4� RETAIL SALES COUNTER �A5�.2SCALE: 1/4" = 1'-0" Cr 05 RETAIL PA RTS A5.2 SCALE: 1/4" = 1'-0" RETAIL PA RTS A5.2 SCALE: 1/4" 7 TECH PARTS �A5�_2SCALE: 1/4" = 1'-0" Cr C T s TECH PARTS �_2SCALE: 1/4" 9 OFFICE AREA A5.2 SCALE: 1/4" = 1'-0" F.V. 10 BREAK ROOM �A5�_2SCALE: 1/4" = 1'-0" 11'-0" LOUNGE SCALE: 1/4" = 1'-0" 11'-0" 12 LOUNGE A5.2 SCALE: 1/4" = 1'-0" INTERIOR ELEVATION REFERENCE NOTES NOTE: ALL MILLWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH A.W.I. STANDARDS FOR REVEAL OVERLAY CONSTRUCTION, CUSTOM GRADE. EUROPEAN HINGES (135 DEGREE), 4" WIRE PULL HANDLES (SEE MILLWORK LEGEND), HEAVY DUTY DRAWER GLIDES. PROVIDE SHOP DRAWINGS FOR APPROVAL BY ARCHITECT & TENANT BEFORE CONSTRUCTING MILLWORK. 0 I NEW STAINLESS STEEL SINK/FAUCET/DISPOSAL, SEE MECH. & ELEC. OPROVIDE OPEN WITH SPANS GREATER THAN 4'-0". K �. DESC. S C O TENANT PROVIDED REFRIGERATOR TENANT PROVIDED MICROWAVE. O5 FINISH LEGEND B BASE u r_4� RETAIL SALES COUNTER �A5�.2SCALE: 1/4" = 1'-0" Cr 05 RETAIL PA RTS A5.2 SCALE: 1/4" = 1'-0" RETAIL PA RTS A5.2 SCALE: 1/4" 7 TECH PARTS �A5�_2SCALE: 1/4" = 1'-0" Cr C T s TECH PARTS �_2SCALE: 1/4" 9 OFFICE AREA A5.2 SCALE: 1/4" = 1'-0" F.V. 10 BREAK ROOM �A5�_2SCALE: 1/4" = 1'-0" 11'-0" LOUNGE SCALE: 1/4" = 1'-0" 11'-0" 12 LOUNGE A5.2 SCALE: 1/4" = 1'-0" INTERIOR ELEVATION REFERENCE NOTES NOTE: ALL MILLWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH A.W.I. STANDARDS FOR REVEAL OVERLAY CONSTRUCTION, CUSTOM GRADE. EUROPEAN HINGES (135 DEGREE), 4" WIRE PULL HANDLES (SEE MILLWORK LEGEND), HEAVY DUTY DRAWER GLIDES. PROVIDE SHOP DRAWINGS FOR APPROVAL BY ARCHITECT & TENANT BEFORE CONSTRUCTING MILLWORK. 0 I NEW STAINLESS STEEL SINK/FAUCET/DISPOSAL, SEE MECH. & ELEC. OPROVIDE "SPEED BRACE" (OR EQUAL) SUPPORT BRACKETS AT OPEN KNEE SPACE WITH SPANS GREATER THAN 4'-0". OPROVIDE GROMMET AND PLASTIC CAP FOR WIRE MANAGEMENT, VERIFY SIZE AND DESC. LOCATION WITH TENANT PRIOR TO CUTTING. O TENANT PROVIDED REFRIGERATOR TENANT PROVIDED MICROWAVE. O5 FINISH LEGEND B BASE CTB CERAMIC TILE BASE BULLNOSE DALTILE, SISTEM_N UNGLAZED PORCELAIN STONEWARE COLOR: TO MATCH SABBIA_N #N984HYS43F91P1 SIZE: 3" X 24" RB RUBBER BASE SHEET TITLE INTERIOR ELEVATIONS ROPPE: 4" COVE BASE COLOR: #193 BLACK BROWN W WALLS P-1 PAINT. SHERWIN WILLIAMS COLOR: EXTRA WHITE #SW7006 FINISH: EGGSHELL LOCATION: GYP. BD. CEILINGS P-2 PAINT. SHERWIN WILLIAMS COLOR: AGREEABLE GRAY #SW7029 FINISH: SEMI -GLOSS LOCATION: GYP. BD. WALLS CT -1 PORCELAIN TILE CROSSVILLE, JAVA JOINT COLOR: JAV04, FRESH GROUND SIZE: 12" X 24" X 3/8" RUNNING BOND M MILLWORK PL -1 PLASTIC LAMINATE, FORMICA, BROWN WOOD COLOR: SILVER RIFTWOOD LOCATION: VERTICAL MILLWORK PL -2 PLASTIC LAMINATE, FORMICA, LABRADOR GRANITE #3692 MATTE FINISH LOCATION: HORIZONTAL MILLWORK SSTL STAINLESS STEEL WRAP OVER COUNTERTOP SUBSTRATE BW BARN WOOD PLANKS IN HORIZONTAL ORIENTATION. USE 2"X2" STEEL ANGLES TO CLOSE OFF TERMINATIONS AND EXTERIOR CORNERS. F FLOOR F-1 SEALED CONCRETE ASHFORD CLEAR FINISH PROVIDE ALTERNATE FOR STAINED FINISH IN ALL CUSTOMER AREAS. F-2 CARPET TILE SHAW CONTRACT CANOPY, SUSPEND, 24 X 24 IN ASHLAR PATTERN COLOR: PATH 88555 F-3 STAIR FINISH - RUBBER WRAPPED OVER WOOD TREADS AND RISERS ROPPE, #92 LOW PROFILE RAISED CIRCULAR DESIGN COLOR: #193 BLACK BROWN LOCATION: UPSTAIRS, SALES AND F&I OFFICES clarity design group architecture planning interiors 5525 south 900 east, ste 340 murray, utah 84117 t. 385.247.8570 I 0 A.9 PN0�90,�n'_ J F- y - h (P� 99R 9866 consultants RV DEALERSHIP REXBURG, ID PROJECT NO: - DRAWN BY: TA CHECKED BY: TA ISSUE DATE: 07/06/21 REV. DATE DESC. SHEET TITLE INTERIOR ELEVATIONS A5.2 F DOOR SCHEDULE DOOR NUMBE 100A 100B 101A DOOR SIZE 3'-0"x8'-0" (PAIR) 3'-0"x8'-0" (PAIR) T -0"x8'-0" DOOR TYPE JAMB DETAIL HEAD DETAIL WARE HARD- A A FRAME TYPE THRESH - HOLD 05/A6.1 REMARKS CLOSER CLOSER CLOSER D D D 3'-0" ENTRANCE PASSAGE ENTRANCE 051A6.1 101B 14'-0"x14'-0" H 09/A6.1 OHD - PAPER TOWEL PEMB 102 T-0"xT-10" B FALK 2 041A6.1 103 T-0"xT-10" B - FALK FALK FALK OFFICE 2 2 2 1 04/A6.1 104 T -0"x7'-10" B 04/A6.1 105 T-0"xT-10" B w 04/A6.1 106A 3'-0"x7'-0" A (SIM) 10/A6.1 1011A6.1 SWITCH AND/OR DUTCH DOOR WI PEMB 106B T -0"x0-0" C PEMB PEMB ENTRANCE 1 111A6.1 106C 8'-0"X8'-0" J 09/A6.1 OHD LU PEMB 106D 107 108 109 3'-0"x7'-0" (PAIR) 3'-0"x7'-0" 3'-0"x7'-0" 3'-0"x7'-0" C 10/A6.1 10/A6.1 10/A6.1 10/A6.1 10/A6.1 10/1A6.1 10/1A6.1 10/1A6.1 OFFICE PRIVACY PRIVACY PRIVACY 1 1 1 1 SECURITY BOLT A A O A SIGN 111A 3'-0"xT-0" A 10/A6.1 10/A6.1 STOREROOM 1 O INSULATED OVERHEAD DOOR. 111B 4'-0"x8'-0" MANUFACTURER'S SELECTION. LOCKING HASP - ELECTRICAL DRAWINGS. CHAIN LINK 111C T-VxT-0" 14'-0"x14'-0" 14'-0"x14'-0" C PEMB PEMB ENTRANCE 1 111A6.1 PEMB PEMB PEMB PEMB 111D G 09/A6.1 - OHD OHD ACCESS FINISH X 112A G 09/A6.1 112B 14'-0"x14'-0" G 09/A6.1 OHD ti -r 112C 14'-0"x14'-0" G 09/A6.1 OHD WALL, TYP. PEMB 112D 3'-0"x7'-0" C PEMB PEMB ENTRANCE 1 111A6.1 PEMB 112E 12'-0"x14'-0" 12'-0"x14'-0" 14'-0"x14'-0" G 09/A6.1 OHD - PEMB 112F G 09/A6.1 - OHD PEMB 112G G 09/A6.1 - OHD PEMB 112H 14'-0"x14'-0" G 09/A6.1 OHD PEMB 112J 14'-0"x14'-0" G 09/A6.1 OHD - PEMB 113 T-0"xT.0" C 13/A6.1 12/A6.1 STOREROOM 1 111A6.1 3'-0"x7'-0" T-0"04" 3'-0"x7'-0" 10/A6.1 10/A6.1 OFFICE OFFICE 1 1 201 A 10/A6.1 202 A 10/A6.1 203 A 10/A6.1 10/A6.1 PASSAGE 1 EQ. EQ, DOOR, ASH VENEER WITH ISSUE DATE: 07/06/21 1/4" TEMPERED GLASS, CLE R DARK BRONZE ALUMINUM STOREFRONT, 6-0" KAWNEER OR WW I N W_,TYP S, 0 GLASS AND GLAZING TO MEET REQUIREMENTS OF IBC, CHAPTER 24 =D HOLLOW METAL SCHEDULED .AL IRESHOLD THRESHOLD DETAIL A6.1 SCALE: 6" = 1' 0 r H SH EL SOLID CORE WOOD DRAWN BY: TA CHECKED BY: TA DOOR, ASH VENEER WITH ISSUE DATE: 07/06/21 MINWAX TINTABLE STAIN, DATE "TOASTED BARREL" 1 #MW405. REVISION 3'-0" IEE SCHD. - 1/4" TEMPERED GLASS PAPER TOWEL DOOR IN FALK BUILT SYSTEM (OR APPROVED LUI / EQUAL) WITH SLIDING m FUNCTION, AND POLISHED ELEC HAND -, Q o NICKEL HARDWARE p w LIGHT SANITARY NAPKIN �O DISPOSAL UNIT SWITCH AND/OR COAT HOOK ~ 2'-0" -- � U w FIRE PULL g UNISEX H.C. MEN WOMEN 42" BACK-TO-BACK U) LU LADDER PULL w w ACCESSIBLE SIGN SIGN = O KEYED LOCK, SIGN o WHERE OCCURS DOOR TYPES O INSULATED OVERHEAD DOOR. _ COLOR TO BE CHOSEN FROM MANUFACTURER'S SELECTION. EE ELECTRICAL DRAWINGS. G SERVICE BAY DOORS DOOR TYPES HOLLOW METAL DOOR, (CECO OR EQUAL) PAINTED. SEE SCHD. O HOLLOW METAL FRAME - PAINTED TO MATCH WALL COLOR IN SEMI -GLOSS FINISH. �J DOOR TYPES AT NEW 8" CMU BLOCK WALL SOLID BOTTOM LINTEL (GROUT SOLID) REBAR REINFORCEMENT (AT NEW WALL) � SEALANT (& BACKER N ROD AS REQ'D) EACH SIDE PAINTED HOLLOW METAL DOOR JAMB. (SOLID GROUT IN 6" PLACE) DOOR AS SCHEDULED 12 DOOR HEAD DETAIL A6.1 SCALE: 3" = 1'-0" CH RETAIL DOOR OVERHEAD DOOR CLEAR ANODIZED ALUMINUM WITH 1 INSULATED GLASS PANELS FALK BUILT ALUMINUM FRAME WITH TEMPERED GLASS AND DARK BRONZE FINISH DARK BRONZE [ALUMINUM STOREFRONT DOOR, 3'-O"KAWNEER OR APPROVED EQUAL. �j I I I I -I.M. DOOR JAMB PAINTED >CHEDULED DOOR ;ESILIENT VINYL FLOORING VHERE CARPET TO VINYL )CCURS PROVIDE 1ANNINGTON FUSION >TRIP 3.2 IN COLOR TO 1ATCH RUBBER BASE. TRANSITION AT RESILIENT FLOORING MATERIALS SPECIFIED CARPET TILE co ANODIZED ALUMINUM BACK 2- H.M. DOOR JAMB TO BACK LADDER N @ BEYOND PULLS �€ SCHEDULED DOOR 1" INSULATEDSCHEDULED GLASS FLOORING MARBLE THRESHOLD EXTERIOR SLAB CARPET SCHEDULED TILE ON CONC. SLAB nv�ou�nr� WWII inir'+ J PARTS DELIVERY DOOR 8" CMU BLOCK WALL SEALANT (& BACKER ROD AS REQ'D) EACH SIDE PAINTED HOLLOW METAL DOOR JAMB. (SOLID GROUT IN PLACE) DOOR AS SCHEDULED HOLLOW METAL DOOR FRAME HANGER O1A6.1 DOORJAMB DETAIL SCALE: 3" - 1'-0" Q0 4 0- p 0 D 00. 4 o a o 00 Q o 4 00 7 Q Vo V Q TRANSITION BETWEEN TILE AND NOTE: MARBLE THRESHOLD THICKNESS OTHER FLOORING MATERIAL @ TILE SIDE TO MATCH THE THICKNESS OF THE TILE. 04 THRESHOLD DETAILS A6.1 SCALE: 1" - 1'-0" 1" INSULATED OVERHEAD DOOR EXTERIOR WALL GARAGE DOOR PANEL PIVOT HINGE (BETWEEN PANELS) GARAGE DOOR ROLLER EXTENSION BRACKET GARAGE DOOR ROLLER & MECHANISM GARAGE DOOR TRACK. (VERIFY TRACK PATH WITH MANF.) 09 GARAGE DOORJAMB A6.1 SCALE: 3" = 1' SOAP DISPENSER, TYP. MIRROR W/ ST. STL FRAME, TYP. 4'-6" 12" T-6" MAX. 3 "-41 " i 12' N Z CV LAVATORY SINK INSULATE ALL EXPOSED HOT WATER AND DRAIN LINES v LO CLEAR TEMPERED GLAZING DOOR AS SCHEDULED STRAIGHT-LEG ALUMINUM THRESHOLD IN FULL MASTIC BED T.O. SCHEDULED FLOOR FINISH EXPANSION JOINT (AS APPLICABLE) 05 ENTRY TRANSITION DETAIL A6.1 SCALE: 6" - 1' HOLLOW METAL FRAME PAINTED SEE SPECS FRAME ANCHORS SCHEDULED DOOR SEE SPECS (2) 2 x METAL STUDS AT EACF JAMB SEALANT CONT. BOTH SIDES 5/8" GYP BD BOTH SIDES PAINTED �o DOOR JAMB/ HEAD A6.1 SCALE: 3" = 1'-0" ADA, ANSI 117, SEC. 703.6 AND CALIFORNIA TITLE 24 APPROVED SIGNS ACCESSORIES MISC. HEIGHTS SIGNAGE FIRE EXT. TOILET TISSUE DISPENSER SHALL COMPLY WITH ICC/ANSI SIGNAGE SHALL BE MOUNTED TO SECTION 309.4 IT SHALL BE LOCATED BETWEEN 24" & 42" LATCH SIDE OF DOOR PER ICC/ANSI FROM THE REAR WALL. IT SHALL DISPENSE BETWEEN 18" & NOTES: SECTION 703.3.11 48" MAX ABOVE THE FLOOR. IT SHALL NOT BE LOCATED BEHIND GRAB BARS. CONTRACTOR TO PROVIDE BLOCKING/BACKING FOR ALL O14 STANDARD MOUNTING HEIGHTS A6.1 SCALE: 1/4" ACCESSORIES. BLOCKING AT GRAB BARS TO WITHSTAND A 250 LB./FT/ LOAD. 2 DRINKING FOUNTAINS, TOILETS, AND URINALS ARE TO BE MOUNTED AS PER MANUFACTURERS RECOMMENDATIONS FOR STANDARD UNITS UNLESS THEY ARE DESIGNATED TO BE FOR HANDICAPPED USE. H.C. ACCESSIBLE UNITS TO BE MOUNTED AS SHOWN. clarity design group architecture planning interiors 5525 south 900 east, ste 340 murray, Utah 84117 t. 385.247.8570 D ARCy11 PN0�90n'_ J F- y -i - 9R 98691b 0 $11` consultants RV DEALERSHIP REXBURG, ID PROJECT NO: - DRAWN BY: TA CHECKED BY: TA ISSUE DATE: 07/06/21 REV. DATE DESC. 1 10/18/21 REVISION PAPER TOWEL 0 - DISPENSER (TYP) LUI m ELEC HAND -, Q DRYER (TYP) `, w LIGHT SANITARY NAPKIN �O DISPOSAL UNIT SWITCH AND/OR COAT HOOK Q 2'-0" -- � --- w FIRE PULL g UNISEX H.C. MEN WOMEN IN MIN. LU Y SIGN ACCESSIBLE SIGN SIGN = O SIGN o O ELEC. _ _ � OUTLET q q u- SIGNS TO BE PLACED - X ACCESS FINISH X L "v O ON LATCH SIDE OF zM iv ti -r FLOOR SIDE 2a_ co O WALL, TYP. ACCESSORIES MISC. HEIGHTS SIGNAGE FIRE EXT. TOILET TISSUE DISPENSER SHALL COMPLY WITH ICC/ANSI SIGNAGE SHALL BE MOUNTED TO SECTION 309.4 IT SHALL BE LOCATED BETWEEN 24" & 42" LATCH SIDE OF DOOR PER ICC/ANSI FROM THE REAR WALL. IT SHALL DISPENSE BETWEEN 18" & NOTES: SECTION 703.3.11 48" MAX ABOVE THE FLOOR. IT SHALL NOT BE LOCATED BEHIND GRAB BARS. CONTRACTOR TO PROVIDE BLOCKING/BACKING FOR ALL O14 STANDARD MOUNTING HEIGHTS A6.1 SCALE: 1/4" ACCESSORIES. BLOCKING AT GRAB BARS TO WITHSTAND A 250 LB./FT/ LOAD. 2 DRINKING FOUNTAINS, TOILETS, AND URINALS ARE TO BE MOUNTED AS PER MANUFACTURERS RECOMMENDATIONS FOR STANDARD UNITS UNLESS THEY ARE DESIGNATED TO BE FOR HANDICAPPED USE. H.C. ACCESSIBLE UNITS TO BE MOUNTED AS SHOWN. clarity design group architecture planning interiors 5525 south 900 east, ste 340 murray, Utah 84117 t. 385.247.8570 D ARCy11 PN0�90n'_ J F- y -i - 9R 98691b 0 $11` consultants RV DEALERSHIP REXBURG, ID PROJECT NO: - DRAWN BY: TA CHECKED BY: TA ISSUE DATE: 07/06/21 REV. DATE DESC. 1 10/18/21 REVISION SHEET TITLE SCHEDULES AND DETAILS A6.1 O CROSS RW SPLAY WIRES - 12 GA. CAL @ 12'-0" O.C. IN PLANE 1ZGq OF EACH RUNNER. TIE BOTH ENDS W/ MIN. 3 TURNS IN 1" OF RUN PICAL. �A`l AN(_EE \ 45 o SPO MAk. CEILING AREAS OF 1,000 SQ. FT. OR LESS SURROUNDED BY WALLS WHICH CONNECT DIRECTLY TO THE STRUCTURE ABOVE SHALL NOT REQUIRE THE DIAGONAL BRACING WIRES. EACH VERTICAL WIRE SHALL BE ATTACHED EACH END WITH MIN. 3 TURNS. CEILING GRID SHALL BE INSTALLED LEVEL TO WITHIN 1/8" IN 12 FEET. LOCAL KINKS OR BENDS SHALL NOT BE MADE IN HANGER WIRES AS A MEANS OF LEVELING MAIN RUNNERS. ALL WIRE LOOPS SHALL BE TIGHTLY WRAPPED AND SHARPLY BENT. NOTES: 1. 3/8" DIAMETER KWIK BOLT II (BY HILTI) 2-1/2" EMBEDMENT FOR WIRES (SHALLOW ANCHOR). 2. INSTALL SUSPENDED GRID SYSTEM IN ACCORDANCE TO CISCA 3-4*. 3. USE A HEAVY DUTY T -BAR GRID SYSTEM. 4. VERIFY W/ BLDG. OWNER WHETHER POWDER ACTUATED FASTENERS ARE ALLOWED. * PERIMETER SUPPORTING CLOSURE ANGLE TO BE 2" AND ATTACHED AT ONE END WITH THE OTHER END FREE TO SLIDE. MAINTAIN 3/4" CLEARANCE FROM WALL WHERE REQUIRED. 5. HEAVY DUTY GRID CEILINGS SHALL COMPLY WITH THE FOLLOWING CRITERIA: - 2013 IBC SECTION 803 - ASTM C635-00 (MANUFACTURING REQ'S) FOR SEISMIC RATED GRID CEILINGS - ASTM 0636-96 (MANUFACTURING REQS) FOR SEISMIC RATED GRID CEILINGS - ASTM E 1264 FOR CLASS A MATERIANLS FOR FLAME SPREAD INDEX. SMOKE DEVELOPMENT INDEX: 50 OR LESS - ASCE / SEI 7 SECTION 13.5.6.2. O01 SUSPENDED CEILING DETAIL A6.2 SCALE: 1" - 1'-0" SOLID SURFACE WORK SURFACE W/ EASED EDGE, SEE 2'-0" FINISH SCHED. (o II c" v 06 TYP. BOX BOX FILE DETAIL �Z�.2SCALE: 3/4" = 1' VARIES 3/4" SOLID MAPLE CAP DAINTED TO MATCH TRIM COLOR " x 1/4" SOLID MAPLE SHIM WITH 4" REVEAL :,ORNER BEAD 30LID WOOD BLOCKING 5/8" GYP. BD. OVER 3 5/8" METAL STUDS SCHEDULED BASE HALF WALL DETAIL A6.2 SCALE: 3" = 1'-0" PROVIDE VERTICAL STRUT OF CONTINUOUS LENGTH OF CEILING GRID OR VERTICAL OTHER APPROVED LIGHT �WIRES 12 GA..METAL FRAMING @ 4'-0" 5 nP ATTACHED TO MAIN RUNNER AND TO STRUCTURE ABOVE TO COUNTER -ACT UPLIFTING FORCES OF SPLAYED WIRES. 45. MAX 2 -�9 DRAWN BY: TA CHECKED BY: TA ISSUE DATE: 07/06/21 MAN RUNNER ONEW DESC. SUSP. CEILING HUNG VARIES, SEEP �G VA OF EXISTING CEILING. 6-0" RG�IJER 055 GR r 16" O.C. 12' TO 16' TALL. ALL CEILING MOUNTED LIGHT FIXTURES SHALL BE ATTACHED TO REINFORCED PRE -CAST _ SUSPENDED CEILING GRID, IN ADDITION 12 GA. HANGER WIRES 8" METAL STUDS, 18 GA., SHALL BE ATTACHED TO THE GRID WITHIN 3" OF EACH CORNER 16" O.C. 20' TO 28' TALL. OF THE FIXTURE. TWO ADDITIONAL WIRES SHALL BE CONNECTED BEYOND 2 ' HI H N O 8 G , CONSULT TO THE LIGHT HOUSING AND TO THE STRUCTURE ABOVE (THESE OARCHITECT. WIRES MAY BE SLACK). 5/8" TYPE "X" GYP. BD. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING BOTH SIDES OF MATERIAL OR EQUIPMENT, NOR SHALL THEY BE CLOSER THAN PARTITION. 6" FROM ANY UN -BRACED HORIZONTAL PIPING OR DUCTWORK. BASE SEE SPECS. A TRAPEZE OR SIMILAR DEVICE SHALL BE USED WHERE OBSTRUCTIONS OCCUR. 02 SEISMIC BRACING A6.2 SCALE: 1" BRACE TOP OF WALL TO DECK/STRUCTURE 2'-0" ABOVE @ 4'-0" O.C. 2'-0" ALL ANGLE ATTACHED T STUDS BEHINIJ. SO00_ 000 NEW SUSP. CEILING HUNG FROM STRUCTURAL BRACE TOP OF WALL @ 48" O.C. MEMBERS OF EXISTING CEILING. SOUND ATTENUATION 3-5/8" METAL STUDS, 25 GA., 16" O.C. BATTS. UP TO 12' TALL. 6" METAL STUDS, 25 GA., 16" O.C. 12' SOLID WOOD BLOCKING AS TO 16' TALL. REO'D. FOR ATTACHMENT OF 6" METAL STUDS, 20 GA., 16" O.C. 16' CABINETS, TO BE FIRE 10 20' TALL. RESISTANT TREATED. -------- 8" METAL STUDS, 18 GA., 16" O.C. 20' TO 28' TALL. BEYOND 28' HIGH, CONSULT ARCHITECT. NOTE: 24" SPACING ALLOWED 5/8" TYPE "X" GYP. BD. BOTH ON STUDS 10'-0" OR SHORTER SIDES OF PARTITION. BUILDING STANDARD WALL BASE 07 TYP. WALL SECTION A6.2 SCALE: 3/4" = 1'-0" cor:P:Ty YELLOW COVER. SCH 40 STL. PIPE ETE FILLED & D. GRADE. V-2" s i 12 PIPE BOLLARD A6.2 SCALE: 1" = 1'-0" �T BELOW =D GRADE. ETE. GYP. BD. WALL ABOVE MIRROR, PAINT AS SCHEDULED LIGHTED MIRROR, SEE ELECTRICAL. SOLID WOOD BLOCKING AS REQ'D. FOR ATTACHMENT OF MIRROR, TO BE FIRE RESISTANT TREATED. FINISHED GYP. BD. WALL, PAINT AS SCHEDULED SURFACE MOUNT LIGHTED MIRROR, SEE ELECTRICAL TILE WAINSCOT TO BE TRIMMED AROUND MIRROR, SEE ELEVATIONS 03 MIRROR SHIM DETAIL �Z�.2SCALE: 1" = 1'-0" TOP TRACK SCREWED TO STRUCTURE ABOVE @ 4'-0" O.0 MIN[ LEAVE GAP BETWEEN GYP. BD. AND STRUCTURE ABCE TO ALLOW FOR DEF ECTION. WALL ANGLE ATTACHED TO STUDS BEHIND. 5/8" GYP. BD. WHERE OCCURS SOLID WOOD BLOCKING AS REQ'D. FOR ATTACHMENT OF CABINETS, TO BE FIRE RESISTANT TREATED. SOUND ATTENTUATION BATT AS OCCURS. 1 DRAWN BY: TA CHECKED BY: TA ISSUE DATE: 07/06/21 REV. ONEW DESC. SUSP. CEILING HUNG VARIES, SEEP FROM STRUCTURAL MEMBERS VA OF EXISTING CEILING. 6-0" 3-5/8" METAL STUDS 25 GA. 16" O.0 UP TO 12' TALL. 6" METAL STUDS, 25 GA., r 16" O.C. 12' TO 16' TALL. 6" METAL STUDS, 20 GA., REINFORCED PRE -CAST 16" O.C. 16' 10 20' TALL. 8" METAL STUDS, 18 GA., 16" O.C. 20' TO 28' TALL. BEYOND 2 ' HI H N O 8 G , CONSULT OARCHITECT. SEALED,SLOPED 5/8" TYPE "X" GYP. BD. BOTH SIDES OF PARTITION. BASE SEE SPECS. os TYP. DEM ISI N A6.2 SCALE: 3/4" = 1'-0" 0 i HANGER WIRE, SEE DETAIL 1/A-6.2 O METAL 2X4 CEILING SUSPENSION SYSTEM. WITH VINYL COATED PANELS. O13 ACO A6.2 SCALE: 3" MINIMUM 8" MAXIMUM N G WALL 1/4" TO 1/2" 2" MINIMUM CEILING SUSPENSION GRID WALL ANGLE: FASTEN TO WALL. FINISHED WALL. UST. TILE/WALL DETAIL 1" = 1'-0" o w Q p w z I > w m MICRO- _ Z cV WAVE Q BY w�w TENANT V-4"' LINE OF CABINET, BEYOND � PLASTIC LAMINATE CLAD BASE AND UPPER CABINETRY, TYP. ALTERNATE o UPPER CABINET AT BREAK ROOM f111 PLASTIC LAMINATE CLAD BASE AND UPPER CABINETRY, TYP. IF 10 CABINET PULL, SEE INTERIOR / ELEVATION MILLWORK NOTES, TYP. PROVIDE 4" SOLID SURFACE SPLASH AT WET AREAS, TYP. SOLID SURFACE rz #C— x COUNTERTOP W/ EASED EDGE, SEE FINISH SCHED. WHITE MELAMINE CABINET f 60 INTERIORS, TYP. oa YP. CABINET SECTION A6.2 I SCALE: 1/2" = 1'-0" TOP TRACK SCREWED TO STRUCTURE ABOVE @ 4'-0" O.C. MIN. t r[_ n %_71 r. ov. ov I I I SIDES OF PARTITION. 09 SLIP JOINT DETAIL A6.2 % SCALE: 6" = 1'-0" co � 8" � �� DRAWN BY: TA CHECKED BY: TA ISSUE DATE: 07/06/21 REV. DATE DESC. TOP OF OF MASON% VARIES, SEEP S VA 6-0" LO r REINFORCED PRE -CAST CONCRETE WALL CAP, SEALED,SLOPED NATURAL COLORED SMOOTH FACE 8" CMU (2) #4 TOP & BOTTOM REINFORCED WITH #5 BARS @ 24" O.C. EACH WAY, SOLID GROUTED. #5 DOWELS == PAINTED TO MATCH ALTERNATED BUILDING 4" CONC. SLAB ON ___- SLOPE GRADE AWAY GRANULAR FILL FROM WALL 8" CONCRETE - - FOUNDATION WALL WITH #5 @ 24" O.C. VERTICAL AND #4 @ 12" O.C. -cCo HORIZONTAL CONTINUOUS FOOTING iv WITH (3) #5 BARS, CONTINUOUS 2'-6" 14 TRASH ENCL. DETAIL A6.2 i SCALE: 1/2" = 1' IS CABINET, BEYOND. STAINLESS STEEL WRAP OVER WOOD SUBSTRATE 3/4" X 2" TRANSITION ANGLE BARN WOOD PLANKING 3/4" X 2" TRANSITION ANGLE os RETAIL /PARTS COUNTER A6.2 SCALE: 3/4" = 1' BREAK METAL CLOSURE CAP ON END OF WALL TO MATCH WINDOW MULLIONS. CAULK BOTH SIDES W/ SILICONE SEALANT (CLEAR) 1py11►19161gTI NA lel 11 IQ 011 TYP. SOUND CONTROL lo WALL SECTION �Z�.2SCALE: 3/4" = 1'-0" VARIES, SEE PLANS 8" SPLIT -FACED CMU TO MATCH BUILDING WELD BRACES TO GATE FRAME IF REQUIRED 6" O.D. POST, PAINTED VEHICLE GATES W/ 3 HINGES, PAINTED OLID METAL DOORS, PAINTED LATCH W/ROD TO CONCRETE BELOW, PAINTED O DRAWN BY: TA CHECKED BY: TA ISSUE DATE: 07/06/21 REV. DATE DESC. VARIES, SEEP S VA SHEET TITLE DETAILS m STEEL SLEEVE #4 BARS @ 12" O.C. - BOTH WAYS ifl L J I `REINFORCE WITH (6) L J _ _ 1 #6 BARS (VERTICAL) i V-6" AND #3 CIRCULAR V-6" TIES @ 6" O.C. 15 TRASH ENCL. DETAIL A6.2 SCALE: 1/2" = 1' clarity design group architecture planning interiors 5525 south 900 east, ste 340 murray, utah 84117 t. 385.247.8570 f0 ARCy CJ spy P�0�90,�n'_ J F- y -i - 9R 98696 0 consultants RV DEALERSHIP REXBURG, ID PROJECT NO: - DRAWN BY: TA CHECKED BY: TA ISSUE DATE: 07/06/21 REV. DATE DESC. SHEET TITLE DETAILS A6.2