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Home My WebLink AboutPLANS 11-20-2024 - 23-00089 - Manufab - New Commercial ShopNORTH 1 A101 SIM A101 1 SIM 1 A101 SIM A101 1 SIM 1 DRAWING TAGS CEILING TYPE CEILING TAG SHEET SYMBOLS WINDOW TAG REVISION TAG REVISION NUMBER FLOOR TRANSITION MARKER TRANSITION SYMBOL CEILING HEIGHT WINDOW MARKER ELEVATION MARKER AMATCH LINE SECOND LEVEL 116'-0" BUILDING SECTION WALL SECTION NUMBER DIRECTION OF VIEW SHEET WHERE DRAWN WALL SECTION WALL SECTION NUMBER PROJECT NORTH GRID IDENTIFICATION LAYOUT GRID LINES SHEET WHERE DRAWN DIRECTION OF VIEW LEVEL LINE ROOM NAME AND NUMBER DETAIL REFERENCE SECTION DETAIL REFERENCE EXTERIOR ELEVATION INTERIOR ELEVATION SEE PARTITION SYMBOL DESCRIPTION ON SHEET A9.2 PARTITION TYPE MARK ELEVATION NUMBER AND DIRECTION SHEET WHERE DRAWN SHEET WHERE DRAWN ELEVATION NUMBER AND DIRECTION SHEET WHERE DRAWN, HYPHEN INDICATES DETAIL ON SAME SHEET. DETAIL NUMBER SHEET WHERE DRAWN ELEVATION NUMBER AND DIRECTION AX.X 1 AX.X 2 3 1 4 X XX A 1 X'- X"X X XGLAZING MARKER DRAWING TITLE SCALE ROOM NAME ### PROJECT LOCATION UNION-LYMAN RD MUSKRAT RD GOVERNING BUILDING CODES: IBC 2018, ANSI 117-1 2006, NFPA 101 LIFE SAFETY 2009, IMC 2018, IPC2018, NEC 2017, 2018 IECC OCCUPANCY TYPE -(CH.3) · B -BUSINESS -(OFFICE BUILDING) (305.1) · F1 -MODERATE HAZARD FACTORY/INDUSTRIAL -(METAL FABRICATION) (305.1) CONSTRUCTION TYPE: PER TABLE 503: II-B FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (TABLE 601) · STRUCTURAL FRAME (INCLUDES COL, GIRDERS, TRUSSES)-0 HOUR · BEARING WALLS EXTERIOR -0 HOUR INTERIOR -0 HOUR INTERIOR SUPPORTING ROOF ONLY -0 HOUR · NON-BEARING WALLS AND PARTITION -0 HOUR · FLOOR CONSTRUCTION INCLUDING BEAMS AND JOISTS -0 HOUR · ROOF CONSTRUCTION INCLUDING BEAMS AND JOISTS -0 HOUR AUTOMATIC SPRINKLER SYSTEM, 903.2.2 - NO OCCUPANCY SEPARATIONS - S2 TO F1 OCCUPANCY 2 HOUR FIRE SEPARATION REQUIRED PER TABLE 508.4 ALLOWABLE HEIGHTS FOR TYPE II-B CONSTRUCTION NON-SPRINKLERED (TABLE 503) B OCCUPANCY-55' / 3 STORIES F1 OCCUPANCY-55' / 2 STORIES ALLOWABLE AREA B OCCUPANCY (FOR TYPE II-B CONSTRUCTION) (TABLE 506.2) AA = 23,000SF F1 OCCUPANCY (FOR TYPE II-B CONSTRUCTION) (TABLE 506.2) AA = 15,500SF ACTUAL AREA B GROSS AREA = 834 S.F. F1 GROSS AREA = 15,113 SF. (MEZZANINE SQFT NOT INCLUDED IN SQFT NUMBER AS PER 505.2.1) MEZZANINE SQFT = 1,090 SF. AREA SEPARATION WITHIN EACH OCCUPANCY NOT REQUIRED. DESIGN OCCUPANCY LOAD 78 OCCUPANTS EGRESS WIDTH FOR OCCUPANCY SERVED PER 1005 SEE EGRESS PLANS EXIT ACCESS -(CH. 10) 2 EXITS REQUIRED -(CH. 1015.1) · WHERE THE OCCUPANCY LOAD TOTALS MORE THAN 50 · WHERE ALLOWABLE TRAVEL DIST. IS EXCEEDED. · PLACE FAR ENOUGH APART -NOT LESS THAT 1/2 MAXIMUM DIAGONAL DIMENSION OF AREA SERVED (MEASURED STRAIGHT LINE BETWEEN EXITS) THROUGH INTERVENING SPACES (1014.2) · PERMITTED WHERE ADJOINING ROOMS OR AREAS ACCESSORY TO THE AREAS SERVED, IS NOT HIGH HAZARD OCCUPANCY, AND PROVIDE A DISCERNIBLE PATH OF EGRESS TRAVEL TO AN EXIT. DISTANCE: (TABLE 1017.2) · B OCCUPANCY - WITHOUT SPRINKLER SYSTEM -200' MAXIMUM LENGTH OF EXIT ACCESS TRAVEL DISTANCE · F1 OCCUPANCY -WITHOUT SPRINKLER SYSTEM -200' MAXIMUM LENGTH OF EXIT ACCESS TRAVEL DISTANCE COMMON PATH OF EGRESS TRAVEL -(CH. 1029.8) · (UNTIL 2 EXITS BECOME OBVIOUS) 30 FEET EXCEPTION ON OCCUPANCIES LESS THAN 50 COMMON PATH OF TRAVEL -NO MORE THAN 75 FEET OCCUPANCY TYPE PLUMBING FIXTURE ANALYSIS,IBC 2902 F1 EA. MALE & FEMALE WATER CLOSETS 1 2 1 1 MALE (1:100) FEMALE (1:100) REQUIRED PROVIDED PROVIDED REQUIRED LAVATORIES 1 2 1 1 MALE (1:50) FEMALE (1:50) REQUIRED PROVIDED PROVIDED REQUIRED DRINKING FOUNTAINS 2 1:400 (50% may be watercoolers or bottled water per IPC 410)PROVIDED SERVICE SINK 1 REQUIRED 1 REQUIRED 1 PROVIDED DIVIDE BY 2 OCCUPANTS 78 39 RESTROOMS TO MEET ADA REQUIREMENTS 3 3 4 4 Rev #Date Description Job # CAD File Drawn Date Ins. # Owner # Checked 186 N. 100 E. SUITE A KAYSVILLE, UT 84037 (801) 882-7208 www.onyxdesigncollective.com NOTE: THIS DRAWING IS INTENDED FOR A 24"X36" SHEET. IF IT HAS BEEN PRINTED ON ANYTHING ELSE IT IS A REDUCED COPY. PLEASE SCALE DRAWING ACCORDINGLY. LICENSED ARCHITECT STATE OF IDAHO KINLEY C. PUZEY AR - 985566 11 / 2 0 / 2 0 2 4 2 : 3 3 : 2 1 P M G1.1 GENERAL INFORMATION JUSTIN RASMUSSEN MA N U F A B B U I L D I N G CheckerAuthor 05-22-2023 23.017 PE R M I T D R A W I N G S TE X A S S I D I N G B U S I N E S S P A R K - LO T 2 B L O C K 2 0 5 N 3 9 E SE C . 2 3 PA R C E L N U M B E R : R P 0 5 T S B 0 0 2 0 0 2 0 - RE X B U R G , I D 8 3 4 4 0 05-22-2023 A.F.F. ABOVE FINISH FLOOR A.S. AIR SPACE ASPH. ASPHALT & AND @ AT ALUM. ALUMINUM ARCH. ARCHITECTURAL BLDG. BUILDING BTM. BOTTOM BD. BOARD C.G. CORNER GUARD CTJ. CONTRACTION JOINT CL CENTER LINE CONC. CONCRETE C.M.U. CONCRETE MASONRY UNIT CO COMPANY CORR. CORRIDOR COL. COLUMN COMP. COMPUTER CONT. CONTINUOUS CLG. CEILING C.S. CLOSURE STRIP CLS CLOSET C.T. CERAMIC TILE CLR CLEAR C.O. CLEAN OUT C.O.T.G. CLEAN OUT TO GRADE C.I. CAST IRON DEPT DEPARTMENT DIA. DIAMETER D.F. DRINKING FOUNTAIN DN DOWN DISP. DISPENSER DIM. DIMENSION DT./DTL./DET. DETAIL DWG./DRWNG. DRAWING DRN. DRAIN EA. EACH ELEV./EL. ELEVATION EXIST./(E) EXISTING ELECT. ELECTRICAL EQUIP. EQUIPMENT E.E.S. EMERGENCY EYEWASH AND SHOWER E.J. EXPANSION JOINT EIF EXTERIOR INSULATION SYSTEM EVAP EVAPORATIVE EXP. EXPANSION F.G. FINISH GRADE ABBREVIATIONS F.D. FLOOR DRAIN FDN./FNDTN. FOUNDATION F.E. FIRE EXTINGUISHER FTG. FOOTING FLR. FLOOR F.A. FIRE ALARM FIN. FINISHED F.H. FIRE HYDRANT F.V. FIELD VERIFY G.W.B. GYPSUM WALLBOARD GYP. GYPSUM GA. GAUGE GALV. GALVANIZED G.I. GALVANIZED IRON H.M. HOLLOW METAL H.C. HANDICAP H.P. HIGH POINT HT. HEIGHT HORIZ. HORIZONTAL H.W. HARDWOOD INSUL. INSULATION I.D. INSIDE DIAMETER K.O. KNOCK OUT KW KILOWATTS LBS POUNDS MECH. MECHANICAL MEZZ MEZZANINE MFR/MNFR MANUFACTURER MGR MANAGER M.T. MEN'S TOILET MTL. METAL MAX. MAXIMUM MIN. MINIMUM M.O. MASONRY OPENING M.H. MANHOLE MACH. MACHINERY M.C.C. MOTOR CONTROL CENTER MISC. MISCELLANEOUS N. NORTH NO. NUMBER N.I.C. NOT IN CONTRACT NOM. NOMINAL N.T.S. NOT TO SCALE OPG. OPENING O.C. ON CENTER O.H. OVERHEAD O.D. OUTSIDE DIAMETER PERM. PERIMETER PL. PLATE PNTH PENTHOUSE PTN. PARTITION P.W. PLYWOOD P.O.C. POINT OF CONNECTION P.C. PORTLAND CEMENT PNL. PANEL P.F.H. PERIMETER FELT JOINT Q.T. QUARRY TILE R.D. ROOF DRAIN R.O. ROUGH OPENING RM. ROOM REINF. REINFORCED REC. RECESSED R.W. RETAINING WALL S. SCUPPER S.B.U. STRUCTURAL BRICK UNIT SF SQUARE FOOT STOR. STORAGE SIM. SIMILAR SUSP. SUSPENDED SYS. SYSTEM SPECS. SPECIFICATIONS STRG. STORAGE STRUCT. STRUCTURAL ST. STEEL SCH. SCHEDULE S.S. STAINLESS STEEL S.W. SOFT WOOD SERV. SERVICE TYP. TYPICAL TRANS. TRANSFORMER T & B TOP AND BOTTOM T.O. TOP OF T. TOILET U.O.N./U.N.O UNLESS OTHERWISE NOTED UR. URINAL VAR. VARIES VEST. VESTIBULE VERT. VERTICAL W.C. WATER CLOSET W.H. WATER HEATER W.T. WOMEN'S TOILET WD. WOOD WSCT. WAINSCOT W/ WITH W.W.F. WELDED WIRE FABRIC DESIGN DATA DRAWING INDEX VICINITY MAP NOTES TO BIDDERS OWNER ONYX DESIGN COLLECTIVE KINLEY C. PUZEY, AIA KINLEY@ONYXDESIGNCOLLECTIVE.COM (801) 882-7208 ARCHITECT PROJECT TEAMSYMBOL LEGEND 1. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW AND COORDINATE THE WORK OF ALL SUB-CONTRACTORS, TRADES AND SUPPLIERS WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS BEFORE COMMENCING CONSTRUCTION, AND TO ASSURE THAT ALL PARTIES ARE AWARE OF ALL REQUIREMENTS, REGARDLESS OF WHERE THE REQUIREMENTS OCCUR IN THE CONTRACT DOCUMENTS, WHICH MIGHT AFFECT THE WORK OF THAT PARTY. CONTRACTOR TO SUBMIT SHOP DRAWING AND MATERIAL AND FINISH SAMPLES TO THE ARCHITECT FOR REVIEW. 2. AS PART OF THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE WORK OF ALL SUB-CONTRACTORS, TRADES AND SUPPLIERS, THE CONTRACTOR SHALL ENDEAVOR TO IDENTIFY AND NOTIFY THE ARCHITECT OF ANY CONFLICTS BETWEEN THE WORK OF DIFFERENT PARTIES AT THE EARLIEST POSSIBLE DATE SO AS TO ALLOW REASONABLE AND ADEQUATE TIME FOR THE CONFLICT TO BE RESOLVED WITHOUT DELAYING THE WORK. ALL DEVIATIONS FROM THAT WHICH IS REQUIRED BY THE CONTRACT DOCUMENTS MUST BE APPROVED IN ADVANCE BY THE ARCHITECT. 3. THE ARCHITECTURAL DRAWINGS ESTABLISH THE FINISHED APPEARANCE AND LOCATION OF EXPOSED ELEMENTS OF THE WORK OF ALL THE TRADES, INCLUDING THAT WORK WHICH IS ILLUSTRATED PRIMARILY ON DRAWINGS OF OTHER DISCIPLINES. QUANTITIES ARE TO BE PROVIDED AS SHOWN ON DRAWINGS OF OTHER DISCIPLINES BUT LOCATIONS SHOWN ON OTHER DRAWINGS ARE SCHEMATIC, UNLESS OTHERWISE NOTED ON THE ARCHITECTURAL DRAWINGS. THE ARCHITECTURAL DRAWINGS TAKE PRECEDENCE FOR THE FINISHED APPEARANCE AND EXACT LOCATION OF ALL PARTS OF THE WORK. 4. CONTRACTOR TO VERIFY DIMENSIONS AND EXISTING CONDITIONS OF THE SITE PRIOR TO START OF CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES AND A CLARIFICATION WILL BE ISSUED. 5. VERIFY THAT ALL WORK CONFORM WITH THE GOVERNING BUILDING CODES LISTED ON THIS SHEET AS WELL AS THE REQUIREMENTS AND REGULATIONS OF THE LOCAL MUNICIPALITY. 6. CONTRACTOR IS RESPONSIBLE FOR CORRECTION OF WORK AT HIS OWN EXPENSE FOR WORK COMPLETED THAT WAS NOT DONE IN COMPLIANCE WITH THESE DOCUMENTS AND BUILDING CODE. 7. VERIFY THE LOCATION OF ALL PLUMBING RUNS, MECHANICAL DUCTS, AND VENT OPENINGS WITH MECHANICAL CONTRACTOR PRIOR TO POURING THE SLAB. ACCESS PANELS TO BE PROVIDED AND INSTALLED BY CONTRACTOR AS REQUIRED. LOCATION TO BE APPROVED BY ARCHITECT. 8. PROVIDE NECESSARY STIFFENERS, BLOCKING, BRACING, HANGERS, ETC. FOR ALL CABINETRY, EQUIPMENT, FURNISHINGS, TOWEL BARS, OR OTHER ITEMS. 9. FLASHING AND COUNTER FLASHING IS TO BE PROVIDED AT ALL NECESSARY LOCATIONS AS PER BUILDING CODE. THESE LOCATIONS INCLUDE, BUT ARE NOT LIMITED TO, THE CONNECTION OF A ROOF WITH A VERTICAL SURFACE, EXTERIOR OPENINGS, IN-PLANE MATERIAL CHANGES, ROOF VALLEYS AND RIDGES, CONNECTIONS BETWEEN HORIZONTAL AND VERTICAL SURFACES, ETC. 10. ALL NEW CONSTRUCTION TO CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE & ALL APPLICABLE LOCAL CODES & REGULATIONS. 11. THE HVAC SYSTEM SHALL HEAT & COOL UNIFORMLY THROUGHOUT OFFICE AREA IN COMPLIANCE WITH THE 2018 INTERNATIONAL MECHANICAL CODE UNDER THE GUIDELINES OF ASHRAE 90A. 12. THE CONSTRUCTION & INSTALLATION OF ALL DUCTWORK SHALL COMPLY WITH CHAPTER 6 OF THE 2018 INTERNATIONAL MECHANICAL CODE. 13. FIRE EXTINGUISHERS ARE TO BE PROVIDED IN ACCORDANCE WITH NFPA 101, SECTION 38.3.5 AND PLACED AS PER NFPA 10. 14. ALL FINISHES TO COMPLY WITH 2018 LIFE SAFETY CODE, SECTION 10.2. CARPET TO COMPLY W/ ASTM D 2859, OR HAVE 'CLASS II' RATING. 15. INTERIOR SIGNAGE SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN. GENERAL NOTES 1. THIS SHEET CONTAINS A LIST OF DRAWINGS WHICH COMPRISE A FULL SET OF DRAWINGS FOR THIS PROJECT. ANY CONTRACTOR, SUBCONTRACTOR, VENDOR OR ANY OTHER PERSON PARTICIPATING IN OR BIDDING ON THIS PROJECT SHALL BE RESPONSIBLE FOR THE INFORMATION CONTAINED IN ANY AND ALL SHEETS OF DRAWINGS. IF ANY PERSON, PARTY OR ENTITY ELECTS TO SUBMIT BIDS FOR ANY PORTION, OR ALL, OF THIS PROJECT, THAT PERSON, PARTY OR ENTITY SHALL BE RESPONSIBLE FOR ANY AND ALL INFORMATION CONTAINED IN THESE DRAWINGS AND SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ANY SUBSEQUENT ADDENDUM OR CLARIFICATIONS THAT MAY BE ISSUED. 2.THESE DOCUMENTS SHOW THE DESIGN INTENT. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE EVERYTHING SHOWN ON THE DRAWINGS REGARDLESS OF WHERE IT IS SHOWN ON THE DRAWINGS AS WELL AS EVERYTHING REQUIRED FOR THE BUILDING TO BE BUILT TO CODE REGARDLESS OF IF THEY ARE EXPLICITLY DETAILED IN THE DRAWINGS OR NOT. 3. EVERYTHING CALLED FOR IN THESE DOCUMENTS SHALL BE "NEW" AND PROVIDED BY THE CONTRACTOR, SUBCONTRACTOR, VENDOR OR ANY OTHER PERSON PARTICIPATING IN OR BIDDING ON THIS PROJECT UNLESS NOTED OTHERWISE AS EXISTING (EXIST), NOT IN CONTRACT (NIC) OR FOR REFERENCE ONLY. FURNISHINGS SHOWN DASHED SHALL BE FOR REFERENCE ONLY. GENERAL CONTRACTOR GENERAL G1.0 COVER G1.1 GENERAL INFORMATION G1.2 WALL TYPES G1.3 EGRESS PLAN G1.4 ADA G1.5 ADA G1.6 PROJECT SPECS G1.7 PROJECT SPECS ARCHITECTURAL A0.1 SITE PLAN A0.2 SITE DETAILS A1.1 MAIN LEVEL FLOOR PLAN A1.2 UPPER LEVEL FLOOR PLAN A1.3 MAIN LEVEL RCP A1.4 UPPER LEVEL RCP A1.5 ROOF PLAN A2.0 EXTERIOR ELEVATION A3.1 BUILDING SECTION A3.2 STAIR SECTIONS A4.1 INTERIOR ELEVATIONS A4.2 ENLARGED PLANS A6.1 DOOR AND WINDOWS STRUCTURAL S1.0 GENERAL STRUCTURAL NOTES S1.1 GENERAL STRUCTURAL NOTES S1.2 TYPICAL DETAILS S1.3 TYPICAL DETAILS S2.0 FOUNDATION PLAN S2.1 FLOOR FRAMING PLAN S2.2 ROOF FRAMING PLAN S3.0 FOUNDATION DETAILS S4.0 FLOOR FRAMING DETAILS S5.0 ROOF FRAMING DETAILS S5.1 ROOF FRAMING DETAILS N STRUCTURAL ENGINEER FROST STRUCTURAL ENGINEERING MARKELL BATEMAN CONTACT@FROST-STRUCTURAL.COM (208) 227-8404 DEFERRED SUBMITTALS MANUFAB JUSTIN RASMUSSEN JUSTIN@MANUFABMETAL.COM (208) 270-1403 TBD 1. PRE-ENGINEERED ROOF TRUSSES A. ENGINEERED STAMPED ROOF TRUSSES TO BE APPROVED BY BUILDING DESIGN PROFESSIONALS PRIOR TO SUBMITTING THEM. 2. SPECIAL INSPECTOR TO BE IDENTIFIED 3. IIB- CONSTRUCTION TO MEEET MATERIALS ALLOWED IN SECTION 603. 4. PENETRATIONS TO COMPLY WITH SECTION 714 FOR RATED ASSEMBLIES. 5. CONCEALED SPACES TO BE FIRE BLOCKED AND DRAFT STOPPED AS PER SECTION 718 3 1. VENTILATION TO BE PROVIDED AS PER IBC SECTION 1203 2. DAMPPROOFING/WATERPROFFING TO COMPLY WITH IBC SECTION 1805 3. EXT. LIGHTING AND EXIT SIGNS TO COMPLY WITH IC 1008 AND 1013 4. REBAR: 8' WALL: HORIZONTAL & VERT. 24" O.C. WITH (2) IN TOP 12" 5. REBAR: 4' WALL: HORIZONTAL & VERT. 24" O.C. WITH (1) IN TOP 6" 3 GENERAL NOTES 3 05-22-23 County Review #3 FD FD FD DN FE 1 FE 2 TOTAL PATH OF EGRESS 71'-3" TO T A L P A T H O F E G R E S S 98 ' - 8 " TOTAL PATH OF EGRESS 63'-10" FE 3 TOTAL PATH OF EGRESS 64'-3" T O T A L P A T H O F E G R E S S 4 4 '-8 " TOTAL PATH OF EGRESS 50'-8" TO T A L P A T H O F E G R E S S 42 ' - 3 " 8701 SF F 44 FABRICATION 5378 SF S 18 WAREHOUSE SPACE 700 SF S 4 STORAGE 478 SF B 4 RECEPTION 126 SF STORAGE 2 H O U R R A T E D W A L L TOTAL PATH OF EGRESS 55'-8" 80 SF B 1 OFFICE 97 SF B 1 STORAGE T O T A L P A T H O F E G R E S S 9 8 '-6 " 335 SF B 2 OFFICE 231 SF B 2 OFFICE 700 SF S 4 STORAGE 2 H O U R R A T E D W A L L OCCUPANCY LEGEND EGRESS LEGEND EGRESS PATH OCCUPANCY CALCULATIONS MAIN LEVEL: BUSINESS -B: = 6 OCC STORAGE/WAREHOUSE -S: = 22 OCC FABRICATION -F: = 44 OCC UPPER LEVEL/MEZZANINE: BUSINESS -B: = 2 OCC STORAGE -S: = 4 OCC TOTAL OCCUPANCY: 78 OCCUPANCY TAG FUNCTION OF SPACE OCCUPANCY LOAD FACTOR B BUSINESS AREAS 150 GROSS S STORAGE, STOCK, SHIPPING AREAS 300 GROSS F MANUFACTURING AREAS 200 GROSS 2 HOUR RATED WALL 4 4 Rev # Date Description Job # CAD File Drawn Date Ins. # Owner # Checked 186 N. 100 E. SUITE A KAYSVILLE, UT 84037 (801) 882-7208 www.onyxdesigncollective.com NOTE: THIS DRAWING IS INTENDED FOR A 24"X36" SHEET. IF IT HAS BEEN PRINTED ON ANYTHING ELSE IT IS A REDUCED COPY. PLEASE SCALE DRAWING ACCORDINGLY. LICENSED ARCHITECT STATE OF IDAHO KINLEY C. PUZEY AR - 985566 11 / 2 0 / 2 0 2 4 2 : 3 3 : 2 1 P M G1.3 EGRESS PLAN JUSTIN RASMUSSEN MA N U F A B B U I L D I N G CheckerAuthor 05-22-2023 23.017 PE R M I T D R A W I N G S TE X A S S I D I N G B U S I N E S S P A R K - LO T 2 B L O C K 2 0 5 N 3 9 E SE C . 2 3 PA R C E L N U M B E R : R P 0 5 T S B 0 0 2 0 0 2 0 - RE X B U R G , I D 8 3 4 4 0 05-22-2023 1/16" = 1'-0" 1 MAIN LEVEL EGRESS PLAN 1/16" = 1'-0" 2 UPPER LEVEL EGRESS PLAN 2 2 2 2 05-10-23 County Review #2 4 11-20-24 OWNER CHANGE #1 4 4 FD FD FD 1 A C 2 B B 3 200' - 0" 15 0 ' - 0 " 60 ' - 1 1 " 89 ' - 1 " 41' - 4 1/2"30' - 0"128' - 7 1/2" 24 ' - 0 " 41' - 0"159' - 0" 35' - 0 1/2" 20 ' - 0 " 6' - 7 " 7' - 0 " 7' - 4" 8' - 1" 15 ' - 7 " A4.1 1 105A 102A 104A 103A 101A 107A 107B 107C 105B 106A 103H 103J 105C 105F 105E 103F 103G 105D 103E 103D 1A 1A 103C 103B 48" x 60" 48" x 60" RECEPTION #101 FABRICATION #103 RR #104 RR #102 STORAGE #107 STORAGE #106 WAREHOUSE SPACE #105 A2.0 1 A2.02 A2.0 4 A4.1 2 3 4 5 A3.2 1 1 A3.1 2 A3.1 B6 A6 I6 I6 A6 A4 A4 I6 I6 I6 I6 I6 E6 E6 A4 A6 150' - 0" 38' - 10 3/4" 12 7 ' - 3 1 / 2 " 11' - 9" 12' - 0"6' - 0"3' - 0"56' - 11 3/4"16' - 0"5' - 0"3' - 0"6' - 6 3/4"4' - 0"24' - 0" 3' - 0 " 6' - 4 7 / 8 " 14 ' - 0 " 55 ' - 5 5 / 8 " 4' - 1 0 1 / 8 " 12 ' - 0 " 7' - 6 " 3' - 0 " 45 ' - 9 3 / 8 " 3' - 0 " 4' - 0 " 14 ' - 0 " 3' - 0 " 3' - 8 " 9" 3' - 0" 6" 12' - 0" 16' - 0"5' - 0"3' - 0"6' - 0"4' - 0"24' - 7 1/2" 303 5' - 0 " 16' - 0"8' - 0" 5' - 0 " 20' - 0"7' - 0" 3' - 10 1/2"16' - 10 1/2"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0" 18 ' - 0 " 1' - 6 " 3206 9' - 0"7' - 3"9' - 0"9' - 0"3' - 11 1/2" 3206 3 A3.1 2224 2201 311 9' - 0" 9' - 0 " 10 ' - 1 0 " 3' - 0 " 12' - 4" 3' - 3 1/2" 4' - 1 " 2' - 10" 6' - 7 1/2" 3' - 0" A4 A4 3' - 6"3' - 6" 4 A4.2 1 OFFICE #112 STORAGE #113 1. WHERE FLOOR DRAINS ARE INSTALLED THE FLOOR IS TO SLOPE TO THE DRAIN. THE MAXIMUM SLOPE IS NOT TO EXCEED 2% WHILE THE MINIMUM SLOPE IS NOT TO BE LESS THAN 1%. 2. CONFIRM FOOTING AND SLAB LOCATIONS WITH STRUCTURAL DRAWINGS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 3. OVER EXCAVATE AND FILL WITH STRUCTURAL FILL AS REQUIRED BY THE SOILS REPORT. PLAN NOTES KEYED NOTES INTERIOR STUD FRAMED WALLS: 4" INTERIOR WALL -2X4 WOOD STUD FRAMING W/ 5/8" PAINTED G.W.B. BOTH SIDES, TYP., 6" INTERIOR WALL -2X6 WOOD STUD FRAMING W 5/8" PAINTED G.W.B. BOTH SIDES. UL U301 - 2 HOUR RATED 6" INTERIOR WALL -2X6 WOOD STUD FRAMING W (2) 5/8" PAINTED G.W.B. BOTH SIDES. (UL TYPE SCX GYP) EXTERIOR STUD FRAMED WALLS: 6" EXTERIOR WALL - 2X6 WOOD STUD FRAMING W/ 7/16" OSB SHEATHING ON EXT SIDE, 5/8" G.W.B. AS DESCRIBED ABOVE ON INT SIDE. RUN STUDS & G.W.B. TO ROOF FRAMING @ ALL LOCATIONS, TYP. W/ R-21 THERMAL BATT INSULATION TO ROOF @ ALL LOCATIONS, EXTERIOR MATERIAL VARIES, SEE ELEVATIONS. INSULATED CONCRETE FORM: 13" EXTERIOR WALL - 6" CONCRETE CORE W/ 2 1/2" EPS INSULATION, CORRUGATED METAL PANELS ON INTEROR AND EXTERIOR. WALL TYPE LEGEND 1. ALL DIMENSIONS ARE TO CENTER OF INTERIOR STUD WALL OR FACE EXTERIOR STUD WALL, CONCRETE, MASONRY OR ROUGH OPENING UNLESS NOTED OTHERWISE. WHERE THE END OF A WALL IS INDICATED THE DIMENSION IS TO THE FINISH SURFACE OF THE WALL END. 2. UNLESS DIMENSIONED OTHERWISE, THE DIMENSION FROM THE BACK OF A DOOR FRAME IS TO BE 4" TO THE WALL CORNER. 3. UNLESS DIMENSIONED OTHERWISE, WINDOW OPENINGS ARE TO BE FLUSH WITH THE FINISHED FACE OF G.W.B OF THE ADJACENT WALL. 4. EXCEPT WHERE DIRECTED TO PLACE ITEMS OF WORK AT THE APPROXIMATE LOCATION SHOWN, DO NOT SCALE DRAWINGS FOR DIMENSIONAL INFORMATION. ALL ELEMENTS OF THE DRAWINGS MAY NOT BE DRAWN TO EXACT SCALE. ALL DIMENSIONS REQUIRED ARE SHOWN OR MAY BE DERIVED FROM THOSE SHOWN ON THE FLOOR PLANS, DETAIL PLANS, ELEVATIONS, SECTIONS, DETAILS, SCHEDULES AND SPECIFICATIONS. IF DIMENSIONS ARE NOT PRESENT, THE ARCHITECT IS TO BE NOTIFIED SO THAT A CLARIFICATION CAN BE ISSUED 5. ELEVATIONS ARE DIMENSIONED TO T.O. SLAB AND T.O. FOOTING U.N.O. FIELD VERIFY ALL ELEVATIONS AND COORDINATE WITH FINISHED GRADE LEVEL. DIMENSION NOTES A4 E6 A6 I6 B6 2 2 HOUR RATED WALL, SEE WALL TYPES PLAN LEGEND Rev # Date Description Job # CAD File Drawn Date Ins. # Owner # Checked 186 N. 100 E. SUITE A KAYSVILLE, UT 84037 (801) 882-7208 www.onyxdesigncollective.com NOTE: THIS DRAWING IS INTENDED FOR A 24"X36" SHEET. IF IT HAS BEEN PRINTED ON ANYTHING ELSE IT IS A REDUCED COPY. PLEASE SCALE DRAWING ACCORDINGLY. LICENSED ARCHITECT STATE OF IDAHO KINLEY C. PUZEY AR - 985566 11 / 2 0 / 2 0 2 4 2 : 3 3 : 2 2 P M A1.1 MAIN LEVEL FLOOR PLAN JUSTIN RASMUSSEN MA N U F A B B U I L D I N G CheckerAuthor 05-22-2023 23.017 PE R M I T D R A W I N G S TE X A S S I D I N G B U S I N E S S P A R K - LO T 2 B L O C K 2 0 5 N 3 9 E SE C . 2 3 PA R C E L N U M B E R : R P 0 5 T S B 0 0 2 0 0 2 0 - RE X B U R G , I D 8 3 4 4 0 05-22-2023 303 4" THICK CONCRETE SIDEWALK 311 4" CONCRETE SLAB OVER VAPOR BARRIER OVER 6" FREE DRAINING GRAVEL BASE 2201 SINK AND FAUCET. SEE PLUMBING DRAWINGS 2224 DRINKING FOUNTAIN, SEE PLUMBING DRAWINGS 3206 4" PAINT STRIPPING N 4'0 8'16'1/8" = 1'-0" 1 MAIN LEVEL FLOOR PLAN 2 2 05-10-23 County Review #2 4 11-20-24 OWNER CHANGE #1 DN 1 A C 2 B 3 20 ' - 2 " 3' - 6 " 3' - 11 1/2" OFFICE #201 OFFICE #203 204A 201A 206A 207A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A1A1A1A WN3WN3 OPEN TO BELOW OPEN TO BELOW A2.0 1 A2.02 A2.0 4 1 A3.1 2 A3.1 B6 A4 A4 8' - 0 1 / 4 " 4' - 0 " 10 ' - 0 " 4' - 0 " 10 ' - 0 " 4' - 0 " 10 ' - 0 " 4' - 0 " 26 ' - 1 1 / 4 " 14 ' - 0 " 4' - 0"16' - 0"4' - 0"10' - 0"16' - 0"10' - 0"4' - 0"16' - 0"4' - 0"8' - 7 1/2" 4' - 0"30' - 11 3/4"4' - 0"16' - 0"4' - 0"16' - 0"4' - 0"10' - 0"16' - 0"10' - 0"4' - 0"16' - 0"4' - 0"8' - 6 3/4" 4' - 0 " 10 ' - 1 1 / 8 " 14 ' - 0 " 8' - 8 5 / 8 " 4' - 0 " 12 ' - 0 " 4' - 0 " 12 ' - 0 " 4' - 0 " 10 ' - 9 " I6 I6 I6 I6 I6 I6 A4 E6 A4 110' - 0"111' - 2" 103K 506 5' - 0 " 5 1/2"5' - 6"5' - 0"5' - 3"3' - 7 1/2"5' - 0"5' - 5 1/2" 5 1/2"29' - 10" E6 A4 A4 E6 4' - 6 " 506 23 ' - 1 1 " 10 ' - 1 0 " 36' - 7"4' - 0" 14' - 6"3' - 0" 110' - 0" 3 A3.1 FABRICATION #103 WAREHOUSE SPACE #105 STORAGE #204 208A 8' - 9 1/2" 2303 1 CEILING MOUNTED GAS HEATER, TO BE SIZED AND INSTALLED BY HVAC SUB CONTRACTOR CEILING MOUNTED GAS HEATER, TO BE SIZED AND INSTALLED BY HVAC SUB CONTRACTOR CEILING MOUNTED GAS HEATER, TO BE SIZED AND INSTALLED BY HVAC SUB CONTRACTOR CEILING MOUNTED GAS HEATER, TO BE SIZED AND INSTALLED BY HVAC SUB CONTRACTOR 1 1 1 1 FURNACE TO BE SIZED AND INSTALLED BY HVAC SUB CONTRACTOR 14' - 11 1/2" 4' - 4 1/2" 4' - 1" 9' - 5" 4 1' - 1" 10' - 1 1/2" 15 ' - 4 " 5' - 0 " 5' - 0 " 5' - 6" A4.2 2 1. WHERE FLOOR DRAINS ARE INSTALLED THE FLOOR IS TO SLOPE TO THE DRAIN. THE MAXIMUM SLOPE IS NOT TO EXCEED 2% WHILE THE MINIMUM SLOPE IS NOT TO BE LESS THAN 1%. 2. CONFIRM FOOTING AND SLAB LOCATIONS WITH STRUCTURAL DRAWINGS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 3. OVER EXCAVATE AND FILL WITH STRUCTURAL FILL AS REQUIRED BY THE SOILS REPORT. PLAN NOTES KEYED NOTES INTERIOR STUD FRAMED WALLS: 4" INTERIOR WALL -2X4 WOOD STUD FRAMING W/ 5/8" PAINTED G.W.B. BOTH SIDES, TYP., 6" INTERIOR WALL -2X6 WOOD STUD FRAMING W 5/8" PAINTED G.W.B. BOTH SIDES. UL U301 - 2 HOUR RATED 6" INTERIOR WALL -2X6 WOOD STUD FRAMING W (2) 5/8" PAINTED G.W.B. BOTH SIDES. (UL TYPE SCX GYP) EXTERIOR STUD FRAMED WALLS: 6" EXTERIOR WALL - 2X6 WOOD STUD FRAMING W/ 7/16" OSB SHEATHING ON EXT SIDE, 5/8" G.W.B. AS DESCRIBED ABOVE ON INT SIDE. RUN STUDS & G.W.B. TO ROOF FRAMING @ ALL LOCATIONS, TYP. W/ R-21 THERMAL BATT INSULATION TO ROOF @ ALL LOCATIONS, EXTERIOR MATERIAL VARIES, SEE ELEVATIONS. INSULATED CONCRETE FORM: 13" EXTERIOR WALL - 6" CONCRETE CORE W/ 2 1/2" EPS INSULATION, CORRUGATED METAL PANELS ON INTEROR AND EXTERIOR. WALL TYPE LEGEND 1. ALL DIMENSIONS ARE TO CENTER OF INTERIOR STUD WALL OR FACE EXTERIOR STUD WALL, CONCRETE, MASONRY OR ROUGH OPENING UNLESS NOTED OTHERWISE. WHERE THE END OF A WALL IS INDICATED THE DIMENSION IS TO THE FINISH SURFACE OF THE WALL END. 2. UNLESS DIMENSIONED OTHERWISE, THE DIMENSION FROM THE BACK OF A DOOR FRAME IS TO BE 4" TO THE WALL CORNER. 3. UNLESS DIMENSIONED OTHERWISE, WINDOW OPENINGS ARE TO BE FLUSH WITH THE FINISHED FACE OF G.W.B OF THE ADJACENT WALL. 4. EXCEPT WHERE DIRECTED TO PLACE ITEMS OF WORK AT THE APPROXIMATE LOCATION SHOWN, DO NOT SCALE DRAWINGS FOR DIMENSIONAL INFORMATION. ALL ELEMENTS OF THE DRAWINGS MAY NOT BE DRAWN TO EXACT SCALE. ALL DIMENSIONS REQUIRED ARE SHOWN OR MAY BE DERIVED FROM THOSE SHOWN ON THE FLOOR PLANS, DETAIL PLANS, ELEVATIONS, SECTIONS, DETAILS, SCHEDULES AND SPECIFICATIONS. IF DIMENSIONS ARE NOT PRESENT, THE ARCHITECT IS TO BE NOTIFIED SO THAT A CLARIFICATION CAN BE ISSUED 5. ELEVATIONS ARE DIMENSIONED TO T.O. SLAB AND T.O. FOOTING U.N.O. FIELD VERIFY ALL ELEVATIONS AND COORDINATE WITH FINISHED GRADE LEVEL. DIMENSION NOTES A4 E6 A6 I6 B6 2 2 HOUR RATED WALL, SEE WALL TYPES PLAN LEGEND Rev # Date Description Job # CAD File Drawn Date Ins. # Owner # Checked 186 N. 100 E. SUITE A KAYSVILLE, UT 84037 (801) 882-7208 www.onyxdesigncollective.com NOTE: THIS DRAWING IS INTENDED FOR A 24"X36" SHEET. IF IT HAS BEEN PRINTED ON ANYTHING ELSE IT IS A REDUCED COPY. PLEASE SCALE DRAWING ACCORDINGLY. LICENSED ARCHITECT STATE OF IDAHO KINLEY C. PUZEY AR - 985566 11 / 2 0 / 2 0 2 4 2 : 3 3 : 2 3 P M A1.2 UPPER LEVEL FLOOR PLAN JUSTIN RASMUSSEN MA N U F A B B U I L D I N G CheckerAuthor 05-22-2023 23.017 PE R M I T D R A W I N G S TE X A S S I D I N G B U S I N E S S P A R K - LO T 2 B L O C K 2 0 5 N 3 9 E SE C . 2 3 PA R C E L N U M B E R : R P 0 5 T S B 0 0 2 0 0 2 0 - RE X B U R G , I D 8 3 4 4 0 05-22-2023 1/8" = 1'-0" 1 UPPER LEVEL FLOOR PLAN 1 04-13-23 County Review #1 4 11-20-24 OWNER CHANGE #1 FD FD DN KEYED NOTES 1 B A2.0 1 A4.1 2 3 4 5 3 A3.1 24 ' - 0 " 11' - 9" 3' - 10 1/2" 9' - 0" 9' - 0 " 10 ' - 1 0 " 12' - 4" 4' - 0 " 2' - 10" 6' - 7 1/2" 3' - 0" 5 1/2"6' - 0"3' - 9"5' - 2"8' - 11"6' - 0" OFFICE #112 STORAGE #113 RECEPTION #101 x 3' - 0 " 7' - 0 " 103A102A105A 104A RR #102 RR #104 CASEWORK BY OWNER CASEWORK BY OWNER CASED OPENING 2224 2201 1211 2208 A4 A4 A4 A4 A4 MI N . 3' - 0 " A4 A4 A4 x 2' - 6 " 6' - 8 " 5/8" TYP. "X" GYP. AT UNDERSIDE OF STAIR A4.1 1 Sim 101A MIN. 4' - 0" 5' - 6 " 3' - 0 " 9' - 0" 3' - 4 3/4" RECEPTION DESK BY OWNER 48" x 60" 48" x 60" 14 ' - 6 " 6' - 0 " 7' - 8 " 36" x 36" 36" x 30" 36" x 30" 1' - 4 " 1' - 0 " 1' - 0 " ADA DOOR CLEARANGE 3' - 3 3/4" 38" x 36" 1 B 3 A3.1 OFFICE #203 OFFICE #201 48" x 60" 48" x 60" 15' - 0" 5' - 0 " 8' - 3 1/2" MECH. #208 1' - 1" RESTROOM #215 UTILITY ROOM #216 CORRIDOR #217 5' - 0 " 5' - 6"4' - 3" 10' - 1 1/2" 15 ' - 4 " 5' - 0 " 506 A4 A4 A4 B6 A4 204A 3070 3070 3070 201A 208A 3' - 2 " E6 A4 E6 A4 E6 A4 A4 A4 Rev # Date Description Job # CAD File Drawn Date Ins. # Owner # Checked 186 N. 100 E. SUITE A KAYSVILLE, UT 84037 (801) 882-7208 www.onyxdesigncollective.com NOTE: THIS DRAWING IS INTENDED FOR A 24"X36" SHEET. IF IT HAS BEEN PRINTED ON ANYTHING ELSE IT IS A REDUCED COPY. PLEASE SCALE DRAWING ACCORDINGLY. LICENSED ARCHITECT STATE OF IDAHO KINLEY C. PUZEY AR - 985566 11 / 2 0 / 2 0 2 4 2 : 3 3 : 2 3 P M A4.2 ENLARGED PLANS JUSTIN RASMUSSEN MA N U F A B B U I L D I N G CheckerAuthor 05-22-2023 23.017 PE R M I T D R A W I N G S TE X A S S I D I N G B U S I N E S S P A R K - LO T 2 B L O C K 2 0 5 N 3 9 E SE C . 2 3 PA R C E L N U M B E R : R P 0 5 T S B 0 0 2 0 0 2 0 - RE X B U R G , I D 8 3 4 4 0 05-22-2023 506 1 1/2" DIA. STEEL GUARDRAIL W/STEEL BALASTERS MOUNTED AT 4'-0" O.C. PAINTED, COLOR TO MATCH EXTERIOR WINDOWS. RAILING TO CONFORM TO CURRENT IBC REQUIREMENTS. SEE 3/A5.6 1211 TOILET PAPER HOLDER. PROVIDE BLOCKING AT ALL LOCATIONS 2201 SINK AND FAUCET. SEE PLUMBING DRAWINGS 2208 FLOOR MOUNT TOILET, SEE PLUMBING DRAWINGS 2224 DRINKING FOUNTAIN, SEE PLUMBING DRAWINGS 4 11-20-24 OWNER CHANGE #1 1/4" = 1'-0" 1 MAIN LEVEL FLOOR PLAN ENLARGED 1/4" = 1'-0" 2 UPPER LEVEL FLOOR PLAN ENLARGED 4