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Home My WebLink AboutREDLINED PLANS 4-13-2023 - 23-00089 - Manufab - New Commercial ShopAuthor Name Author Email Author Phone No.: Cody Jones Cody.Jones@rexburg.org 208-372-2173 Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314 Don Allen Don.Allen@rexburg.org 208-372-2174 Description : Manufab - New Commercial Shop Address : 2959 Grizzly Ln Application Type : Document Filename : 23_04_13 ManuFab Permit Set_Rev1.pdf Array Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Revisions Required Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments G1.0 Free Text Cody Jones : Building Open 1 Building revisions not addressed from previous revisions, only Mechanical changes. A1.1 Callout Stan Crittenden : Fire Open 11 Unlisted wall type, Is this intended to be a separation wall to reduce the fire area. A1.2 Callout Stan Crittenden : Fire Open 12 Is this Wall intended to be a separation wall? I do not see B6 in the wall types. It would also need to be a UL rated assembly # 23-00089 Madison County - Commercial Please digitally re-submit all pages of the plan set in response to requested revisions for our next review cycle, with noted items resolved. Report Date: 04.18.2023 Approval of plans does not constitute approval of variance from code Page 1 of 1 Powered by TCPDF (www.tcpdf.org) 186 N. 100 E. SUITE A KAYSVILLE, UT 84037 (801) 882-7208 WWW.ONYXDESIGNCOLLECTIVE.COM LICENSED ARCHITECT STATE OF IDAHO KINLEY C. PUZEY AR - 985566 JUSTIN RASMUSSEN MANUFAB BUILDING 04-13-2023 PERMIT DRAWINGS TEXAS SIDING BUSINESS PARK -LOT 2 BLOCK 2 05N39E SEC. 23 PARCEL NUMBER: RP05TSB0020020 -REXBURG, ID 83440 04-13-2023 Building revisions not addressed from previous revisions, only Mechanical changes. NORTH 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 -NONE - F1 TO B OCCUPANCY 0 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 75 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 75 38 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 4/ 1 3 / 2 0 2 3 6 : 2 8 : 2 3 P M G1.1 GENERAL INFORMATION JUSTIN RASMUSSEN MA N U F A B B U I L D I N G CheckerAuthor 04-13-2023 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 04-13-2023 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 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 SEALANT FINISH SIDE 1 LAYER 5/8" GYP. BD. EACH SIDE WOOD STUD 2X4 SOLE PLATE MECHANICALLY FASTENED INTO SLAB SILL PLAN HEAD CEILING AS SCHED. A4 2X4 WOOD STUDS FLOOR AS SCHED. LINE OF STRUCTURE SOUND/BATT INSULATION AS REQUIRED SEALANT EACH SIDE TYP. GYP BD. EXTENDS TO DECK SILL PLAN HEAD E6 2X6 WOOD STUDS A6 2X6 WOOD STUDS SEALANT FINISH SIDE 1 LAYER 5/8" GYP. BD. 2X6 SOLE PLATE MECHANICALLY FASTENED INTO SLAB CEILING AS SCHED. FLOOR AS SCHED. LINE OF STRUCTURE SOUND/BATT INSULATION AS REQUIRED SEALANT EACH SIDE TYP. GYP BD. EXTENDS TO DECK SHEATHING, SEE STRUCT. EXT. FINISH, SEE ELEVATIONS BUILDING WRAP VAPOR BARRIER, WARM SIDE SILL PLAN HEAD LINE OF STRUCTURE 6" CONCRETE CORE 2 1/2" EPS INSULATION STANDING SEAM METAL ICF EXTERIOR WALLI6 1. REFER TO FLOOR PLAN "A" SERIES FOR LOCATION OF WALL TYPES. ALL INTERIOR WALLS ARE TYPE "A4" UNLESS NOTED OTHERWISE. ALL EXTERIOR WALLS ARE "E6" UNLESS NOTED OTHERWISE. 2. REFER TO SCHEDULES & DETAILS FOR FINISHES. WALL TYPES REFER TO BASE WALL ONLY. 3. "LINE OF STRUCTURE" AS SHOWN AT THE HEAD CONDITIONS OF EACH WALL TYPE IS DIAGRAMMATIC ONLY AND DOES NOT INDICATE THE EXACT CONSTRUCTION CONDITION. RATED WALLS ARE TO TERMINATE AT STRUCTURAL MEMBERS WITH A FIRE RESISTANT RATING. W HERE REQ'D APPROPRIATE FRAMING AND GYP BOARD IS TO BE INSTALLED AND OFFSET AROUND STRUCTURAL MEMBERS OR OTHER OBSTRUCTIONS SUCH AS PIPING OR DUCTWORK, TO MAINTAIN THE FIRE RESISTANCE RATING. NON-RATED WALLS THAT CONTINUE TO STRUCTURE ARE TO TERMINATE AT PROPER LOCATIONS TO MAINTAIN THE INTENT OF THE CONTINUOUS PLANE OF ONE LAYER OF GYP BOARD AS A NOISE, SMOKE OR OTHER TYPE OF BARRIER. 4. ALL GYP BOARD SHALL BE 5/8", UNLESS NOTED OTHERWISE. 5. ALL RATED WALLS SHALL BE CONSTRUCTED FIRST. SECONDARY WALLS TO ABUTT, BUT NOT PENETRATION RATED WALLS. 6. APPROPRIATE SUBMITTAL INFORMATION MUST BE PROVIDED TO SUBSTANTIATE THAT THE MATERIALS AND ASSEMBLY USED BY THE CONTRACTOR HAVE BEEN TESTED BY A RECOGNIZED TESTING AGENCY TO MEET THE FIRE RESISTANCE RATING SCHEDULED ON THESE WALL TYPES. 7. FIRESTOPPING TO BE PROVIDED AT PENETRATIONS THROUGH RATED WALLS AS SPECIFIED. 8. ALL GYPSUM WALL BOARD MUST BE MOISTURE RESISTANT AT THE FOLLOWING LOCATIONS: a. TOILET ROOMS b. WET WALLS c. SHOWERS d. JANITOR'S CLOSETS 9. SOUND ATTENUATION BLANKETS SHALL EXTEND THE FULL HEIGHT OF THE WALLS. 10. REFER TO INTERIOR DETAILS FOR ADDITIONAL INFORMATION. 11. SUPPORT INSULATION WITH CHICKEN WIRE IN PARTITIONS WITHOUT GYP BOARD ON BOTH SIDES TO STRUCTURE. 12. MAINTAIN 1/2" SPACE BETWEEN FLOOR SLAB AND BOTTOM OF GYP BOARD ON ALL WALLS. WALL TYPES GENERAL NOTES - 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 4/ 1 3 / 2 0 2 3 6 : 2 8 : 2 3 P M G1.2 WALL TYPES JUSTIN RASMUSSEN MA N U F A B B U I L D I N G CheckerAuthor 04-13-2023 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 04-13-2023 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 417 SF B 3 RECEPTION 126 SF STORAGE T O T A L P A T H O F E G R E S S 9 8 '-6 " 123 SF B 1 OFFICE 117 SF B 1 OFFICE RR #202 700 SF S 4 STORAGE OCCUPANCY LEGEND EGRESS LEGEND EGRESS PATH OCCUPANCY CALCULATIONS MAIN LEVEL: BUSINESS -B: = 3 OCC STORAGE/WAREHOUSE -S: = 22 OCC FABRICATION -F: = 44 OCC UPPER LEVEL/MEZZANINE: BUSINESS -B: = 2 OCC STORAGE -S: = 4 OCC TOTAL OCCUPANCY: 75 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 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 4/ 1 3 / 2 0 2 3 6 : 2 8 : 2 4 P M G1.3 EGRESS PLAN JUSTIN RASMUSSEN MA N U F A B B U I L D I N G CheckerAuthor 04-13-2023 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 04-13-2023 1/16" = 1'-0" 1 MAIN LEVEL EGRESS PLAN 1/16" = 1'-0" 2 UPPER LEVEL EGRESS PLAN 4' - 0" MAX. 3' - 4" MAX. 3' - 2" MIRROR SOAP DISPENSER PAPER TOWEL DISPENSER 18" MIN. 2' - 0" 4' - 0" MAX 2' - 6" TOILET PAPER HOLDER SANITARY NAPKIN DISPOSAL SANITARY NAPKIN DISPENSER TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS 2' - 3" BABY CHANGING STATION 4' - 0" MAX. SANITARY SEAT NAPKIN DISPENSER ELEVATION ADULT ELEVATION CHILDREN TOE CLEARANCE (a)(b) 9" MIN. 6" MIN. PARTITION GRASP OR PULL ON BOTH SIDES OF DOOR 9" MIN. 6" MIN. PARTITION GRASP OR PULL ON BOTH SIDES OF DOOR 59" MIN. @ FLOOR-MOUNTED TOILET 4' - 10" 1' - 0" 1' - 3" 24" - 42" FROM WALL 56" MIN. @ WALL-HUNG TOILET TOILET PARTITION WHERE OCCURS 3' - 6"1' - 0" 6" 3' - 0" 16" - 1' - 6" 33" - 3' - 0" ACCESSIBLE 17" - 1' - 7" MIN. 1 1/2" ACCESSIBLE 1' - 5" MAX. 2' - 0" STD. 24 " 3' - 6" 1' - 0" 2' - 0" 2' - 10" 1' - 3" MA X . MIN. WATER CLOSET SIDE WALL 1 1/2" DIA. GRAB BAR WITH 1 1/2" GAP FROM WALL WATER CLOSET BACK WALL URINAL TOILET PAPER MOUNTING AREA STD. 15" - 1' - 7" URINAL SCREEN WHERE OCCURS LAVATORY OR VANITY SINK 2' - 3" MI N . ACCESSIBLE SINK BOWL 6 1/2" DEEP TYPICAL PLUMBING FIXTURES AND ACCESSORIES MOUNTING HEIGHTS 5' - 0"MIN. 9" 6" TOE SPACE 9" 6" COUNTER WHERE OCCURS 39" - 41" 1' - 6" 39" - 41" PUSH SPOUT 30"X48" CLEAR SPACE FRONT VIEW SIDE VIEW PARALLEL APPROACH FORWARD APPROACH PLAN SPOUT HT. 38" - 43" PUSH 9" MIN. 2' - 3" MIN. 2' - 3" MIN. 1' - 5" MIN. 8" MIN. 11" MIN. 3 1/2" MAX. 30"X48" CLEAR SPACE 5" MAX. MIN. 9" 1' - 5" TOILET PARTITION WHERE OCCURS BOTTLE FILLING STATION MISC MOUNTING HEIGHTS 15 MIN - 48" MAX @ ACCESS 4' - 0" MAX. PROVIDE HEAT SHEILDS AND OR ISOLATION WRAP IN EXPOSED AREAS. NOTE: HOT WATER AND DRAIN PIPES MUST BE CONFIGURED TO PROTECT AGAINST CONTACT. LOCKERSFIRE CABINET CL CUPS ELEC. HAND DRYER HOOKS GENERAL NOTE: AT ALL LOCATIONS CONTRACTOR TO PROVIDE NON-COMBUSTIBLE BLOCKING AT ALL GRAB BARS, TOILET ROOM FIXTURES, AND TOILET ROOM ACCESSORIES. 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 4/ 1 3 / 2 0 2 3 6 : 2 8 : 2 5 P M G1.4 ADA JUSTIN RASMUSSEN MA N U F A B B U I L D I N G CheckerAuthor 04-13-2023 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 04-13-2023 5' - 7" MIN 5' - 8" MIN 3' - 0 " M I N 5' - 0 " M I N 1' - 4" MIN 3' - 0" MIN 1' - 4" MIN 2' - 0 " M I N 10 " M A X OVERLAP OF KNEE AND TOE 5' - 0" MIN 2' - 1 " M A X OVERLAP OF KNEE AND TOE 8" MIN 8" M I N CIRCULAR TURNING SPACE - NEW BUILDINGS CIRCULAR TURNING SPACE - EXISTING BUILDINGS T-SHAPED TURNING SPACE - NEW BUILDINGS - OPTION 1 5' - 4" MIN 3' - 2 " M I N 5' - 0 " M I N 11" MIN 3' - 6" MIN 11" MIN 1' - 1 0 " M I N T-SHAPED TURNING SPACE - NEW BUILDINGS - OPTION 2 5' - 4" MIN 3' - 4 " M I N 5' - 0 " M I N 1' - 0" MIN 3' - 4" MIN 1' - 0" MIN 1' - 8 " M I N T-SHAPED TURNING SPACE - NEW BUILDINGS - OPTION 3 ARM BA S E BA S E ARM T-SHAPED TURNING SPACE - NEW BUILDINGS - OVERLAP SIZE OF CLEAR FLOOR SPACE 2' - 6 " M I N EXISTING BLDGS - 48" MIN NEW BLDGS - 4' - 4" MIN 3' - 0" MIN X > 2 ' - 0 " X > 1 ' - 3 " 5' - 0" MIN POSITION OF CLEAR FLOOR SPACE FORWARD POSITION OF CLEAR FLOOR SPACE PARALLEL MANUEVERING CLEARANCE IN AN ALCOVE PARALLEL APPROACH MANUEVERING CLEARANCE IN AN ALCOVE FORWARD APPROACH UNOBSTRUCTED FORWARD REACH OBSTRUCTED FORWARD REACH UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH 15 M I N 38 0 48 M A X 12 2 0 48 M A X 12 2 0 44 M A X 11 2 0 >20-25 MAX 510-635 20 MAX 510 (a)(b) 10 MAX 255 12 2 0 48 M A X 15 M I N 38 0 10 MAX 255 12 2 0 48 M A X 34 M A X 86 5 34 M A X 86 5 46 M A X 11 7 0 > 10-24 MAX 255-610 (a)(b) PUSH SIDE 4' - 10" MIN. MIN. 1' - 0" 12" MIN. IF DOOR HAS LATCH AND CLOSER 12" MIN. IF DOOR HAS LATCH AND CLOSER MIN. 1' - 0" MIN. 2' - 8" 4' - 0 " M I N . FRONT APPROACHHINGE APPROACH 5' - 0" MIN. 3' - 6 " M I N . LATCH APPROACH SWINGING DOORS SWINGING DOORS 3' - 6 " M I N . SWINGING DOORS STANDARD HARDWARE DOOR PROVIDED WITH CLOSER & LATCH 22" MIN.5' - 0 " M I N . 4' - 0 " M I N . 1' - 6" MIN. 4' - 0 " M I N . 4' - 0 " M I N . 1' - 0" MIN. 8" M A X 2' - 0" MIN.4' - 6 " M I N . 5' - 0 " M I N . 3' - 0" MIN. 3' - 6" MIN. 1' - 10" MIN. 3' - 6 " M I N . 1' - 6" MIN. 5' - 0 " M I N . 8" M A X DRINKING FOUNTAIN AND BOTTLE FILLING STATIONS ℄ ℄ CLEAR FLOOR SPACE AT WHEELCHAIR DRINKING FOUNTAINS CLEAR FLOOR SPACE AT WHEELCHAIR DRINKING FOUNTAINS - PRIMARILY FOR CHILDRENS USE EXCEPTION DRINKING FOUNTAIN AND BOTTLE FILLING STATIONS 5" MAX 1' - 3" MIN - ADULT WHEELCHAIR DF SPOUT LOCATION STANDING US DF SPOUT LOCATION 5" MAX 430 - 635 17 - 25 76 0 2' - 6 " m i n (b) plan(a) elevation 430 - 635 17 - 25 76 0 30 m i n (b) planFIG 306.2 TOE CLEARANCE 23 0 9 150 6 max (a) elevation FIG 306.3 KNEE CLEARANCE 23 0 9 m i n 280 11 min 68 5 27 m i n 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 4/ 1 3 / 2 0 2 3 6 : 2 8 : 2 5 P M G1.5 ADA JUSTIN RASMUSSEN MA N U F A B B U I L D I N G CheckerAuthor 04-13-2023 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 04-13-2023 3/8" = 1'-0" 1 (ANSI 304) TURNING SPACE 3/8" = 1'-0" 2 (ANSI 305) CLEAR FLOOR SPACE 3/8" = 1'-0" 3 (ANSI 308) REACH RANGES 1/4" = 1'-0" 4 (ANSI 404) DOORS AND DOORWAYS 3/8" = 1'-0" 6 (ANSI 602) DF CLEAR FLOOR SPACE 3/8" = 1'-0" 7 (ANSI 602) DF SPOUT LOCATION 3/8" = 1'-0" 8 (ANSI 604) TOE / KNEE CLEARANCE 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 4/ 1 3 / 2 0 2 3 6 : 2 8 : 2 6 P M G1.6 PROJECT SPECS JUSTIN RASMUSSEN MA N U F A B B U I L D I N G CheckerAuthor 04-13-2023 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 04-13-2023 PROJECT SPECIFICATIONS 09-FINISHES FINISH SCHEDULE: THE CONTRACTOR SHALL BE BOUND TO THE FINISH SCHEDULE PROVIDED FOR ROOMS AND SPACES, BUT SHALL BE ALSO RESPONSIBLE TO PROVIDE OTHER MATERIALS NOT DESIGNATED IN THE SCHEDULE IF REQUIRED IN THE FIELD TO CREATE A FINISHED PRODUCT AT WALKS, FLOORS, CEILINGS, DOORS, WINDOWS, SOFFITS, TREADS, AND ALL OTHER FURRING, LEVELING, AND PATCHING WHERE REQUIRED. GYPSUM BOARD:INSTALL PER RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM BOARD, PER ANSI 97.1 GYPSUM WALL BOARD PROVIDE GYPSUM WALL PANELS MANUFACTURED IN ACCORDANCE WITH REQUIREMENTS OF ASTM 336. PROVIDE METAL EDGE AND CORNER BEADS AT ENDS, EDGES AND CORNERS. WATER RESISTANT GYPSUM WALL BOARD SHALL BE 5/8" THICK TAPERED AND ROUNDED EDGES AND SHALL BE INSTALLED IN ALL WET AREAS AS INDICATED ON DRAWINGS. PROVIDE FASTENERS IN ACCORDANCE WITH ASTM C646: UNLESS OTHERWISE NOTED OR INDICATED, PROVIDE TYPE "S" BUGLE HEAD SCREWS FOR ATTACHMENT OF WALL BOARD TO METAL FRAMING, AND TYPE "S" PAN HEAD SCREWS FOR ATTACHMENT OF FRAMING TO DOOR FRAMES. PROVIDE ALL INCIDENTAL AND ACCESSORY MATERIALS, TOOLS, EQUIPMENT AND METHODS REQUIRED FOR SATISFACTORY COMPLETION OF GYPSUM WALL BOARD CONSTRUCTION INCLUDING ACCESS DOORS AND PANELS. APPLY CONTINUOUS BEAD SEALANT AT ALL JOINTS OF WALL BOARD ABUTTING ADJACENT CONSTRUCTION, INCLUDING AROUND FRAMED OPENINGS AND OTHER PROTRUSIONS THROUGH WALL BOARD WHERE SEALANT IS EXPOSED. PROVIDE POLY-SULFIDE SEALANT; WHERE UNEXPOSED. PROVIDE ACOUSTIC SEALANT. APPLY PRE-FILL COMPOUND TO JOINTS IN ACCORDANCE WITH INDUSTRY STANDARDS. APPLY EMBEDDING COMPOUND REINFORCING TAPE CENTERED OVER JOINT; APPLY SKIM COAT. AFTER TAPING AND EMBEDDING COMPOUND IS DRY, APPLY SECOND COAT FILLING AND TAPER FLUSH WITH SURFACE: FIRE TAPE PENETRATIONS AT DEMISING WALLS, CORRIDOR ENVELOPE AND OTHER RATED ASSEMBLIES. PROVIDE FINAL FINISH THAT IS SMOOTH, WITHOUT DIVOTS, BUMPS, BOWS OR ANY OTHER SURFACE BLEMISH. READY TO RECEIVE PAINT. CUSTOM SKIP TROWELED FINISH WHERE SPECIFIED ON PLANS. COORDINATE FINISH WITH ARCHITECT. PAINTING CONTRACTOR TO SUBMIT PAINTING DROPDOWN SAMPLES TO ARCHITECT FOR VERIFICATION AND APPROVAL IN WRITING PRIOR TO FABRICATION. PROVIDE PAINT FINISHES FOR BUILDING AND OTHER SURFACES AS SCHEDULED ON DRAWINGS OR AS SPECIFIED HEREINAFTER INCLUDING SEALING OF CONCRETE FLOOR AT CORRIDOR AND STOCKROOM. NO PAINT FINISH IS REQUIRED ON ITEMS HAVING COMPLETE FACTORY FINISH, EXCEPT AS MAYBE SPECIFIED HEREINAFTER: PUTTY AND/OR SEALANT AT ALUMINUM WINDOWS: NON-FERROUS METAL UNLESS SPECIFICALLY MENTIONED IN THE PAINTING SCHEDULE: STAINLESS STEEL; INTERIOR OR EXTERIOR OF EXISTING BUILDING. NO PAINTING IS REQUIRED FOR INSULATING PIPING, EXCEPT WHERE EXPOSED IN FINISH, NON- MECHANICAL ROOM SPACES. PROTECT WORK OF OTHER TRADES FROM DAMAGE AND DEFACEMENT CAUSED BY THIS WORK. REPAIR ANY DAMAGE CAUSED BY THE WORK OF THIS SECTION. REMOVE ELECTRICAL OUTLET AND SWITCH PLATES, MECHANICAL DIFFUSERS, GRILLES, ESCUTCHEONS, REGISTERS, SURFACE HARDWARE, FITTINGS AND FASTENINGS PRIOR TO COMMENCING THE WORK, STORE, CLEAN AND REPLACE UPON COMPLETION. PAINT CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR IF ANY SURFACE TO BE PAINTED OR STAINED IS FOUND TO BE UNSUITABLE TO PRODUCE PROPER FINISH. APPLY NO FINISH MATERIAL UNTIL THE UNSUITABLE SURFACES HAVE BEEN MADE SATISFACTORY. FINISH WORK SHALL BE UNIFORM, OF APPROVED COLOR, SMOOTH AND FREE FROM RUNS. MAKE ENDS OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WHERE HIGH GLOSS ENAMEL IS USED, LIGHTLY SAND UNDERCOAT TO OBTAIN A SMOOTH FINISH COAT. PROVIDE ALL NEWLY PAINTED SURFACES WITH (1) COAT TINTED PRIMER AND A MINIMUM OF (2) COATS FINAL COLOR COAT, (UNLESS OTHERWISE RECOMMENDED BY MANUFACTURER'S SPECIFICATIONS). TO PROVIDE A SOLID, UNIFORM AND DURABLE FINISH. ALLOW PROPER DRYING TIME BETWEEN COATS. DELIVER ALL PAINT TO JOBSITE IN UNOPENED CONTAINERS BEARING THE MANUFACTURER'S LABEL, AND SHOWING PAINT TYPE, SHEEN AND COLOR. PAINT TYPES USED SHALL BE THOSE SPECIFICALLY RECOMMENDED BY THE MANUFACTURER FOR THE MATERIAL TO WHICH THEY WILL BE APPLIED. PAINTING CONTRACTOR SHALL FOLLOW MANUFACTURER'S INSTRUCTIONS FOR PROPER APPLICATION OF THE PAINT. ALL SURFACES TO BE PAINTED SHALL BE THOROUGHLY CLEANED, AND PREPARED FOR PAINTING PRIOR TO APPLICATION OF PAINT. PROVIDE VENTILATORS AS REQUIRED TO PREVENT BUILD-UP OF FUMES. SANDPAPER ALL NEW WOOD TO SMOOTH AND EVEN SURFACE AND DUST OFF. AFTER PRIMING COAT HAS BEEN APPLIED, THOROUGHLY FILL ALL NAIL HOLES AND OTHER SURFACE IMPERFECTIONS WITH PUTTY TINTED WITH PRIMER OR STAIN TO MATCH WOOD COLOR. SAND ALL WOODWORK BETWEEN COATS TO A SMOOTH SURFACE. PRIME ALL SURFACES WHICH RECEIVE PAINT PRIOR TO APPLICATION OF FINAL FINISH, IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. BACK PRIME ALL EXTERIOR AND INTERIOR WOOD AND TRIM PRIOR TO INSTALLATION. THOROUGHLY CLEAN SURFACES AND APPLY NO FINISH UNLESS SURFACES ARE DRY AND READY FOR APPLICATION. SAND SURFACES OF TRIM SMOOTH AND WIPE CLEAN. AFTER STAIN COAT HAS BEEN APPLIED. FILL CRACKS AND HOLES WITH PLASTIC WOOD OR PUTTY. IF STAIN HAS BEEN USED, TINT CRACK FILLER TO MATCH; PRIME BACKS OF TRIM, PRIME BARE WOOD SCHEDULED TO RECEIVE PAINT FINISH; FINISH NAIL HOLES, CRACKS AND OTHER IMPERFECTIONS WITH PUTTY AND SAND SMOOTH. AT COMPLETION, TOUCH-UP AND RESTORE FINISH WHERE DAMAGED AND LEAVE ALL SURFACES IN GOOD AND CLEAN CONDITION. PROVIDE FOR MULTIPLE SITE VISITS AS REQUIRED FOR TOUCH-UP AND REFINISHING. OTHER PAINT MANUFACTURER'S MAY NOT BE SUBSTITUTED. 01-GENERAL REQUIREMENTS DRAWINGS: THE DRAWINGS ARE ONLY INTENDED TO PARTIALLY DESCRIBE THE OVERALL SCOPE OF WORK. CONTRACTORS SHALL FIELD VERIFY EXISTING CONDITIONS AND ALERT ARCHITECT IN ADVANCE TO ANY UNFORESEEN CONSTRUCTION DIFFICULTIES BEFORE BEGINNING WORK OR WORKING ON THE AFFECTED PORTION OF THE WORK. PERMITS/FEES:CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY OTHER THAN THE BUILDING PERMIT. CONTRACTOR SHALL ALSO PAY FOR ALL OTHER CHARGES, FEES, OR COSTS CHARGED BY THE BUILDING AND CONSTRUCTION DEPARTMENTS, UTILITY AGENCIES, OR PRIVATE COMPANIES WHICH REQUIRE SUCH COSTS FOR, OR PRIOR TO, INSTALLATIONS. CODES:NOTHING IN THE DRAWINGS AND/OR THE SPECIFICATIONS SHALL BE CONSTRUED TO PERMIT AN INSTALLATION IN VIOLATION OF APPLICABLE CODES AND / OR RESTRICTIONS. SHOULD ANY CHANGES IN THE DRAWINGS BE NECESSARY IN ORDER TO COMPLY WITH APPLICABLE CODES AND / OR REQUIREMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AT ONCE AND CEASE WORK ON ALL PARTS OF THE CONTRACT WHICH ARE AFFECTED. THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES, REGULATIONS, RESTRICTIONS, REQUIREMENTS, AND CODES. ALL WORK AS SHOWN ON THE CONSTRUCTION DOCUMENTS IS PER THE 2015 INTERNATIONAL BUILDING CODE AND THE 2015 INTERNATIONAL FIRE CODE AS ADOPTED. IT IS THE INTENT OF THESE DOCUMENTS TO COMPLY THERETO. WORK PERFORMED IN VIOLATION OF LOCAL CODES OR ORDINANCES SHALL BE CORRECTED AT NO EXPENSE TO THE OWNER. CONFLICT: IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION OR THE MATERIALS SPECIFIED DOES NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. DIMENSIONS:DIMENSIONS ARE SHOWN TO FACE OF CONCRETE, FACE OF STUD AT EXTERIOR WOOD-FRAMED WALLS, FACE OF STUD AT INTERIOR WALLS AND CENTERLINE OF OPENINGS, UNLESS DETAILED OTHERWISE ON DRAWINGS. FRAMING DIMENSIONS HAVE BEEN ROUNDED TO THE NEAREST ONE HALF INCH. CONTRACTOR SHOULD VERIFY CONDITION BEFORE FRAMING STARTS. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENT. NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. SUBCONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR WORK. THE SUBCONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMENSIONS FOR THE EQUIPMENT FURNISHED AND INSTALLED BY THEMSELVES OR OTHERS. THE CONTRACTOR AND SUBCONTRACTOR SHALL CONSULT THE PLANS OF ALL TRADES FOR OPENINGS THROUGH SLABS, WALLS, CEILINGS FOR ROOF DUCTS, PIPES, CONDUITS, CABINETS AND EQUIPMENT; AND SHALL VERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS. 02-EXISTING CONDITIONS EXISTING UTILITIES:THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING UTILITIES. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL UTILITY LOCATIONS NOT SHOWN. CARE SHOULD BE TAKEN TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES. SURVEY: DIMENSIONS OF SITE CONDITIONS ARE FROM SURVEY BY OTHERS. ARCHITECT BEARS NO RESPONSIBILITY FOR ACCURACY OF SAME. SOIL CONDITIONS: THE ARCHITECT ASSUMES NO RESPONSIBILITY AS TO THE PHYSICAL CHARACTERISTICS OF THE SOIL OR THE ACCURACY OF ENGINEERING DATA SUPPLIED BY OTHERS. REMOVE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF THEM OFF- SITE UNLESS INDICATED TO BE REMOVED AND SALVAGED OR REMOVED AND REINSTALLED. REMOVE AND SALVAGE: CAREFULLY DETACH FROM EXISTING CONSTRUCTION, IN A MANNER TO PREVENT DAMAGE, AND DELIVER TO OWNER. REMOVE AND REINSTALL: DETACH ITEMS FROM EXISTING CONSTRUCTION, PREPARE FOR REUSE, AND REINSTALL WHERE INDICATED. EXISTING TO REMAIN: EXISTING ITEMS OF CONSTRUCTION THAT ARE NOT TO BE PERMANENTLY REMOVED AND THAT ARE NOT OTHERWISE INDICATED TO BE REMOVED, REMOVED AND SALVAGED, OR REMOVED AND REINSTALLED. NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN EXISTING CONDITIONS AND DRAWINGS BEFORE PROCEEDING WITH SELECTIVE DEMOLITION. HAZARDOUS MATERIALS: IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE WORK. IF SUSPECTED HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY NOTIFY ARCHITECT AND OWNER. HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER A SEPARATE CONTRACT. SURVEY EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED TO DETERMINE EXTENT OF SELECTIVE DEMOLITION REQUIRED. ANY UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT CONFLICT WITH INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND MEASURE THE NATURE AND EXTENT OF CONFLICT. PROMPTLY SUBMIT A WRITTEN REPORT TO ARCHITECT. PERFORM AN SURVEY OF CONDITION OF BUILDING TO DETERMINE WHETHER REMOVING ANY ELEMENT MIGHT RESULT IN STRUCTURAL DEFICIENCY OR UNPLANNED COLLAPSE OF ANY PORTION OF STRUCTURE OR ADJACENT STRUCTURES DURING SELECTIVE BUILDING DEMOLITION OPERATIONS. PROCEED WITH SELECTIVE DEMOLITION SYSTEMATICALLY, FROM HIGHER TO LOWER LEVEL. COMPLETE SELECTIVE DEMOLITION OPERATIONS ABOVE EACH FLOOR OR TIER BEFORE DISTURBING SUPPORTING MEMBERS ON THE NEXT LOWER LEVEL. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. USE HAND TOOLS OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING, TO MINIMIZE DISTURBANCE OF ADJACENT SURFACES. TEMPORARILY COVER OPENINGS TO REMAIN. CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES TO AVOID MARRING EXISTING FINISHED SURFACES. DO NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. AT CONCEALED SPACES, SUCH AS DUCT AND PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME-CUTTING OPERATIONS. MAINTAIN PORTABLE FIRE- SUPPRESSION DEVICES DURING FLAME-CUTTING OPERATIONS. MAINTAIN ADEQUATE VENTILATION WHEN USING CUTTING TORCHES. LOCATE SELECTIVE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON SUPPORTING WALLS, FLOORS, OR FRAMING. DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY.REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. 03-CONCRETE FOUNDATION:FOUNDATION WALLS ENCLOSING ANY WALLS BELOW FINISHED GRADE SHALL BE DAMP PROOFED ON THE OUTSIDE BY APPROVED METHODS AND MATERIALS. CONCRETE SLABS ON GRADE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 3,000 PSI. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AT TRENCHES, FLOOR DUCTS, TURNDOWNS, ETC. MAXIMUM SLUMP 4 1/2" FOR CONCRETE WITHOUT PLASTICIZER. IF PLASTICIZER IS USED, A HIGHER FINAL SLUMP MAYBE ALLOWED UPON STRUCTURAL ENGINEER'S APPROVAL. CAST CLOSURE POUR AROUND COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. UNLESS APPROVED OTHERWISE IN WRITING BY THE ARCHITECT. ALL CONCRETE SLABS ON GRADE SHALL BE BOUND BY CONTROL JOINTS (KEYED OR SAW CUT). AS SHOWN ON THE FOUNDATION PLAN, SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 150 SQUARE FEET. KEYED CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING POURING. ALL OTHER JOINTS MAYBE SAW CUT. 04-MASONRY INSPECTIONS:PROVIDE FOR MASONRY INSPECTION BY A QUALIFIED MASONRY INSPECTOR AS REQUIRED BY IBC. 05-METALS DISSIMILAR METALS: PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS. PAINT: CONTRACTOR SHALL PRIME AND PAINT THE INTENDED PAINTABLE METAL STACKS, METAL BEAM/POST CONNECTIONS, VENTS GRILLS, OR LOUVERS WHICH PROJECT THROUGH WALLS OR ROOF AND IN VIEW. COLOR TO BE SELECTED BY ARCHITECT PROVIDE ALL MISCELLANEOUS METAL ITEMS INCLUDING MATERIALS, FABRICATIONS, FASTENINGS, AND ACCESSORIES REQUIRED FOR FINISHED INSTALLATION AS INDICATED AND SPECIFIED. STEEL SHALL BE ASTM A366 AMERICAN OPEN HEARTH SHEET STEEL, FREE FROM SCALE AND PITTING AND OTHER DEFECTS AFFECTING APPEARANCE. TUBING SHALL CONFORM TO REQUIREMENTS OF ASTM A500 OR A501 AS APPROVED. WHERE METAL ITEMS ARE TO BE ERECTED AND IN CONTACT WITH DISSIMILAR MATERIALS. PROVIDE CONTACT SURFACES WITH COATING OF AN IMPROVED ZINC CHROMATE PRIMER IN MANNER TO OBTAIN NOT LESS THAN 1.0 MIL DRY FILM THICKNESS. SHEET STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A606. CARBON STEEL BARS SHALL CONFORM TO REQUIREMENTS OF ASTM A321. ALUMINUM EXTRUSIONS SHALL CONFORM TO ASTM B221. FASTENERS SHALL BE AS REQUIRED FOR ASSEMBLY AND INSTALLATION OF FABRICATED ITEMS. BOLTS SHALL BE LOW CARBON STEEL EXTERNALLY AND INTERNALLY THREADED FASTENERS CONFORMING WITH REQUIREMENTS OF ASTM A307. INCLUDE NECESSARY NUTS AND PLAIN HARDENED WASHERS. FOR MEMBERS FOR SUPPORT OF STRUCTURAL MEMBERS OR CONNECTION THERETO. USE FASTENERS CONFORMING WITH ASTM A325. FOR STAINLESS STEEL AND NON-FERROUS ITEMS, USE TYPE 302 AND 304 STAINLESS STEEL FASTENERS. MISCELLANEOUS MATERIALS: PROVIDE ALL INCIDENTAL ACCESSORY MATERIALS, TOOLS, METHODS, AND EQUIPMENT REQUIRED FOR FABRICATION AND INSTALLATION OF MISCELLANEOUS METAL ITEMS AS INDICATED ON DRAWINGS. \VERIFY DIMENSIONS PRIOR TO FABRICATION OR CASTING, FORM METAL ITEMS TO ACCURATE SIZES AND CONFIGURATIONS AS INDICATED ON DRAWINGS AND OTHERWISE REQUIRED FOR PROPER INSTALLATION; FABRICATE WITH ALL LINES STRAIGHT AND ANGLES SHARP, CLEAN AND TRUE; DRILL, COUNTERSINK, TAP, AND OTHERWISE PREPARE ITEMS FOR CONNECTION WITH WORK OF OTHER TRADES MAKE. PERMANENT CONNECTIONS BY WELDING AND GRIND ALL EXPOSED WELDS SMOOTH TO MATCH ADJACENT SURFACES; ROUGH JOINT SURFACES NOT PERMITTED AVOID USING BOLTS AND SCREWS UNLESS SPECIFICALLY INDICATED OR APPROVED; WHEN USED, DRAW UP TIGHT AND TIE THREADS TO PREVENT LOOSENING. \ALL FERROUS METAL ITEMS SHALL BE SHOP FINISHED. TOUCH-UP OR REPAIR DAMAGED AREAS PRIOR TO INSTALLATION WITH SAME MATERIAL. PROVIDE CONTACT SURFACES WITH CONCRETE MASONRY OR OTHER DISSIMILAR MATERIALS WITH A MINIMUM ONE POINT ZERO (1.0) MIL DRY THICKNESS OF AN APPROVED ZINC CHROMATE PRIMER. PROVIDE ALL STEEL BLOCKING AND BRACING IN METAL STUD FRAMED PARTITIONS NECESSARY FOR A COMPLETE INSTALLATION. INCLUDE AS REQUIRED FOR SUPPORT OF ALL WALL-MOUNTED EQUIPMENT AND FABRICATIONS AS INDICATED ON DRAWINGS. PROVIDE SUPPORTS AT JAMBS OF DOORS AND ELSEWHERE, AS REQUIRED. FABRICATE ALL MISCELLANEOUS FRAMING AND BRACING ITEMS TO DETAIL OF STRUCTURAL SHAPES, PLATES AND BARS; WELD JOINTS WHERE PRACTICAL; PROVIDE BOLTS AND OTHER CONNECTION DEVICES REQUIRED. INCLUDE ANCHORAGES, CLIP ANGLES, SLEEVES, ANCHOR PLATE, AND SIMILAR DEVICES, WHETHER IMPLIED OR INDICATED. SET ACCURATELY IN POSITION AS REQUIRED AND ANCHOR SECURELY TO BUILDING CONSTRUCTION WITH FASTENERS APPROPRIATE TO THE INSTALLATION. 06-WOOD, PLASTICS, COMPOSITES PRESSURE TREATED WOOD: ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED PER INTERNATIONAL BUILDING CODE. BLOCKING:PROVIDE WOOD BACKING, FURRING, STRIPPING, OR BLOCKING REQUIRED FOR INSTALLATION AND ATTACHMENT OF WORK OF ALL OTHER TRADES. 1. PROVIDE ROUGH LUMBER AND PLYWOOD IN STANDARD DIMENSIONS. MOISTURE CONTENT NOT MORE THAN 19%. PROVIDE ALL NECESSARY ROUGH HARDWARE IN SIZES IN QUANTITIES REQUIRED BY LOCAL CODE OR APPROVED BY ARCHITECT. USE FINISH OR CASING NAILS FOR EXPOSED WORK; USE TYPE "S" TRIM HEAD SCREWS FOR ATTACHMENT OR WOOD TRIM TO METAL STUDS, RUNNERS, OR FURRING. RELIEVE BACKS OF WOOD TRIM; KERF BACKS OF MEMBERS MORE THAN 5" WIDE AND 1" NOMINAL THICKNESS; EASE ALL EXTERNAL CORNERS. INSTALL LAMINATES ONLY WHEN RECEIVING SURFACES ARE IN A SATISFACTORY CONDITION FOR INSTALLATION. USE ADHESIVES RECOMMENDED BY THE MANUFACTURER FOR THE PARTICULAR APPLICATION; INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOST CURRENT PRINTED APPLICATION INSTRUCTIONS. PROTECT FROM DAMAGE BY OTHER TRADES WORKING ADJACENT TO THE INSTALLATION. REPLACE DAMAGED SURFACES. REMOVE EXCESS ADHESIVE AND CLEAN SURFACES USING MANUFACTURER'S RECOMMENDED SOLVENT AND CLEANING PROCEDURES. FILL IN ALL SEAMS WITH MANUFACTURER'S APPROPRIATE COLOR SEAM COMPOUND. INSTALL WOODS AND PLASTICS IN CONFORMANCE WITH DETAILS, WITH THE FOLLOWING CONSIDERATIONS AND REQUIREMENTS: A. INSTALL ALL MATERIAL WITH TIGHT JOINTS. MITER CASINGS AND MOLDINGS. B. ALL RUNNING TRIM ONE (1) PIECE UP TO 10'-0". MATCH GRAIN AND COLOR PIECE TO PIECE. C. USE FINISH NAILS EXCEPT WHERE SCREWS ARE SPECIFICALLY CALLED FOR OR WHERE SCREWS DO NOT SHOW. SET FASTENERS FOR PUTTYING. WHERE SCREW ATTACHMENT IS REQUIRED, SPACE SCREWS AT EQUAL INTERVALS; SINK AND PUTTY IN FINISHED WOOD SURFACES. D. ALL MEMBERS AND LINES SHALL BE LEVEL AND PLUMB. SELECT AND CUT MATERIAL TO EXCLUDE DAMAGED, MARKED, OR DEFECTIVE AREAS. E. FINISH EXPOSED SURFACES SMOOTH, FREE FROM TOOL AND MACHINE MARKS. F. EASE ALL EXPOSED WOOD EDGES 1/16" MINIMUM RADIUS. G. INSTALL FIRE RATED DOORS IN ACCORDANCE WITH REQUIREMENTS OF NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) RECOMMENDATIONS. ENSURE THAT ANY AND ALL WOOD AND PLASTICS USED COMPLY WITH ALL MUNICIPALITIES REQUIREMENTS FOR FLAMMABILITY AND SMOKE DEVELOPED RATINGS. THE SUB-CONTRACTOR SUBMIT SAMPLE OF ALL FINISHES AND PREPARE SHOP DRAWINGS FOR ALL MILLWORK AND SUBMIT TO CONTRACTOR AND ARCHITECT TO GAIN APPROVAL IN WRITING PRIOR TO FABRICATION OR INSTALL. 07-THERMAL AND MOISTURE PROTECTION OPENINGS: ALL OPENINGS TO BE CAULKED, SEALED, OR WEATHER-STRIPPED WEATHER PROTECTION: PROVIDE WEATHER PROTECTION PER INTERNATIONAL BUILDING CODE 1404. INSTALL WEATHER RESISTIVE BARRIER PROTECTING WALL STRUCTURE AND FLASHING AND COUNTER-FLASHING AT EXTERIOR OPENINGS TO MAKE THEM WEATHERPROOF. FLASHING: ALL FLASHING AND ARCHITECTURAL SHEET METAL TO BE 24 GAUGE GALVANIZED STEEL, 8’-0” MIN LENGTHS, PER SMACNA MANUAL, W ITH FINAL COLOR TO BE DETERMINED BY ARCHITECT. UNLESS OTHERWISE NOTED. CAULKING AND SEALANT:USE PRIMERS AS REQUIRED BY MANUFACTURER, BACKING RODS OR TAPE AS RECOMMENDED BY MANUFACTURER. USE POLYURETHANE SEALANT AT CONCRETE FLOOR AND SIDEWALK JOINTS, ALL OTHER LOCATIONS USE POLYSULFIED OR SILICONE UNLESS NOTED OTHERWISE. APPLY TWO BEADS OF SEALANT BETWEEN SOLE PLATES AND FLOOR (IE SILICONIZED LATEX, FOAM GASKET, OR EQUIVALENT). U.N.O. VAPOR BARRIERS: CONTINUOUS APPROVED VAPOR BARRIERS SHALL BE INSTALLED ON THE HEATED SIDE OF ALL THERMAL INSULATION INSTALLED. INSULATION:ALL INSULATION MATERIALS INCLUDING FACINGS, SUCH AS VAPOR BARRIERS OR BREATHER PAPERS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, WALLS, CRAWL SPACES OR ATTICS SHALL HAVE A FLAME-SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE ASTM E 84. SEC. IBC 719 SEE EXEMPTIONS. ALL FOAM PLASTIC INSULATION USED IN BUILDING CONSTRUCTION SHALL BE INSTALLED IN ACCORDANCE WITH IBC SEC. 719. PROVIDE NON-SAG SEALANT COMPLYING WITH REQUIREMENTS OF FEDERAL SPECIFICATIONS TTS-1543 OR FS TT-S-230 TYPE "II", CLASS "A". PROVIDE ACOUSTICAL SEALANT WHICH SHALL BE NON-HARDENING, NON-DRYING SYNTHETIC RUBBER SEALING COMPOUND WITH MINIMUM 90% SOLIDS. USE AT ALL INTERIOR JOINTS AT INNER SECTIONS BETWEEN PLANES. AROUND DOOR AND WINDOW FRAMES PRIMER SHALL BE MADE OR RECOMMENDED BY SEALANT MANUFACTURER FOR THE SPECIFIC CONDITIONS AND SUBSTRATES. PROVIDE BACKING MATERIAL BY DOW "ETHAFOAM" OR APPROVED EQUAL. APPLY SEALANT OVER BACKING TO UNIFORM THICKNESS IN CONTINUOUS BEADS FILLING ALL JOINTS AND VOIDS SOLID. SUPERFICIAL POINTING WITH THE SKIM BEAD WILL NOT BE ACCEPTABLE. 08-OPENINGS EXIT DOORS: EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. IBC SEC. 1003.3.1. GLASS:GLASS IN THE FOLLOWING LOCATIONS TO BE SAFETY GLASS: ALL GLASS DOORS, SLIDING, PATIO DOORS, STORAGE DOORS, SHOWER AND BATHTUB ENCLOSURES, WINDOWS WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24 INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION, AND FIXED PANELS GREATER THAN 9 SQUARE FEET WITH LOWEST EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. (SEE EXCEPTIONS) IBC SEC. 2406.2. ALL GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT SHALL BE SAFETY GLAZING PER IBC SEC. 2406.2 HARDWARE:PROVIDE COMMERCIAL GRADE DOOR/WINDOW HARDWARE AT ALL OPERABLE WINDOWS AND DOORS. THE SUB-CONTRACTOR SHALL PREPARE SHOP DRAWINGS FOR ALL DOOR FRAMES AND SUBMIT TO CONTRACTOR AND ARCHITECT TO GAIN APPROVAL IN WRITING PRIOR TO FABRICATION OR INSTALL. CONTRACTOR TO SUBMIT DOOR FINISH SAMPLE TO ARCHITECT FOR APPROVAL IN WRITING PRIOR TO FABRICATION. PROVIDE PRE-FINISHED STEEL DOOR FRAMES, SIZES AS INDICATED IN DRAWINGS BY TIMELY INDUSTRIES OR EQUAL. USE MATERIAL FREE FROM DEFECTS IN MATERIAL AND ACCORDING TO PROJECT SPECIFICATIONS FOR PRE-ENGINEERED OPENING SYSTEMS WITH PROVEN DURABILITY OF FACTORY FINISHES ALLOWING FOR BENDING AND SHAPING OF MATERIAL AFTER FINISH IS APPLIED. USE ONLY INSTALLERS FAMILIAR WITH INSTALLATION OF PRE-FINISHED OPENING SYSTEMS AND APPLIED CASING FRAME INSTALLATION. PROVIDE MATERIALS: PROVIDE REINFORCEMENT AND ACCESSORIES AS REQUIRED BY MANUFACTURE FOLLOWS: A. PROVIDE REINFORCEMENTS SHIPPED LOOSE TO PROJECT SITE FOR HARDWARE APPLICATION TA-10 - REGULAR ARM CLOSERS, CASING MOUNTED COORDINATOR. TA-12 - PARALLEL ARM CLOSERS, RIM EXIT DEVICE STRIKES, OTHER STOP MOUNTED SURFACE HARDWARE B. PROVIDE HINGE REINFORCEMENT (TA-11) OF 14 GAGE STEEL PIERCED TO CREATE DEPTH OF THREAD FOR HINGE SCREWS EQUAL TO OR EXCEEDING 7 GAGE STEEL. C. SILENCERS: TA-5 VINYL, 2 PER FRAME, CLEAR STICK-ON TYPE. D. GLASS STOPS: TA-14 REMOVABLE ROLLED STEEL, SHAPE, BUTTED ENDS. PRE- PUNCH AND COUNTERSINK FOR FLAT HEAD TEK SCREWS. E. ADJUSTABLE STRIKES: EMBOSS FRAMES FOR TA-1 STRIKE FOR CYLINDRICAL LOCK. PROVIDE TA-1 STRIKE IN FINISH COMPATIBLE WITH HARDWARE FINISH. (ANSI 2 ¾” T STRIKE SUPPLIED WITH CYLINDRICAL LOCK CANNOT BE USED WITH STANDARD FRAME BECAUSE OF UNIQUE STRIKE LOCATION AND SCREW PIERCING METHOD) F. PREPARE FRAMES FOR ASA 4-7/8” STRIKES WHERE REQUIRED. PROVIDE MINIMUM ¼” DEPTH OF THREADS IN FACTORY TAPPED SCREW HOLES G. INSTALLATION FASTENERS FOR INTERIOR FRAMES: #6 DRYWALL TYPE LENGTH SUFFICIENT TO PENETRATE STUDS OR STRUCTURE AT LEAST ½”.1 OPENINGS FOR SINGLE SWING, PAIR, BORROWED LIGHT AND SIDELIGHT FRAMES TO BE PRE-CUT, NOTCHED AND FABRICATED AT THE MANUFACTURER'S FACILITY. PROVIDE MINIMUM 14 GAGE HINGE REINFORCEMENT PLATE TAPPED FOR MACHINE SCREWS SUPPLIED WITH HINGES. HINGE PLATE TO BE MECHANICALLY ATTACHED TO HINGE EMBOSS ON FRAME CASING CLIPS: FABRICATE FRAMES WITH FACTORY APPLIED, HEAT TREATED CLIPS TO ENSURE NO DEFLECTION IN THE CLIP UPON APPLICATION OR REMOVAL OF CASING. ATTACHMENT CLIPS MAY NOT BE OF SAME MATERIAL AS FRAME PROVIDE NOTCHES, TABS AND/OR STOPS FOR POSITIVE ALIGNMENT OF FRAME PARTS AT ALL CORNERS. MULLIONS TO BE NOTCHED AS REQUIRED TO PROVIDE TIGHT JOINTS. PROVIDE MANUFACTURER'S STANDARD MULLION BRACKETS FOR POSITIVE CONNECTION OF FRAME AND MULLION PARTS PROVIDE MANUFACTURER'S STANDARD STEEL GLASS STOP PRE-CUT TO EXACT LENGTH. FIRE RATED GLAZED OPENINGS TO HAVE HOLE FOR INSTALLATION SCREW WITHIN 2” OF EACH END OF STOP PIECE. PROVIDE INSERT CHANNEL FULL WIDTH OF BORROWED LIGHTS INSTALLED ON FINISH FLOOR. PROVIDE FULL WIDTH HEAD CHANNEL FOR CEILING HEIGHT UNITS. PROVIDE ADEQUATE STRUCTURAL SUPPORT FOR CEILING INSERT CHANNEL FOR CEILING HEIGHT FRAMES INSTALLED FRAME ASSEMBLY TO CONFORM TO NFPA 80. ATTACH APPROVED MYLAR LABEL TO EACH FIRE-RATED FRAME INDICATING FIRE RATING DETAILS. PRE-FINISHED WITH FACTORY APPLIED IMPACT RESISTANT, POLYESTER BAKED ENAMEL FINISH OR OPTIONAL ELECTROSTATIC APPLIED WATER BASED PAINT SYSTEM. FRAMES FOR HIGH HUMIDITY AREAS TO BE ELECTRO GALVANIZED PRIOR TO PRE-FINISHING. SEE 2.02.B FOR SPECIFIC LOCATIONS. CASING FINISHES: STEEL: PRE-FINISHED WITH FACTORY APPLIED IMPACT RESISTANT, POLYESTER BAKED ENAMEL FINISH. COLORS: AS SPECIFIED ON FINISH SCHEDULE IN DRAWINGS. INSTALL FRAMES IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS: A. ANCHOR FRAMES WITH SCREWS LOCATED AT EVERY CASING CLIP OR EVERY 11” AS SHOWN ON MANUFACTURER'S INSTRUCTIONS. FIELD VERIFY QUANTITY AND LOCATION OF FASTENERS PRIOR TO INSTALLING CASING. B. INSTALL PRE-FINISHED FRAMES NEAR END OF THE PROJECT AFTER WALL PAINTING AND WALL COVERINGS ARE APPLIED. C. COORDINATE INSTALLATION OF GLASS AND GLAZING IN GLAZED UNITS. D. COORDINATE INSTALLATION OF FRAMES WITH INSTALLATION OF HARDWARE SPECIFIED E. TOUCH-UP BLEMISHES ON FINISHED FRAMES WITH FACTORY PREPARED TOUCH UP PAINT. TILE INSTALL TILE IN AREAS INDICATED. USE ADHESIVES AND APPLY ONLY AS RECOMMENDED BY MANUFACTURER AND IN ACCORDANCE WITH INDUSTRY STANDARDS. INSTALLERS MUST BE SPECIALISTS WITH A MINIMUM OF TWO (2) YEARS EXPERIENCE. ALL INSTALLATION SHALL CONFORM TO THE LATEST APPLICABLE TILE COUNCIL OF AMERICA AND ANSI STANDARDS. DO NOT COMMENCE INSTALLATION UNTIL SUBSTRATE HAS BEEN MADE SUITABLE FOR TILE INSTALLATION. REVIEW ALL AREAS TO RECEIVE TILE FLOORING (PRIOR TO SUBMITTING ESTIMATE) TO DETERMINE THE REQUIRED EXTENT OF SUBFLOOR PREPARATION. SET AND GROUT TILE WHEN AMBIENT TEMPERATURE IS AT LEAST 50' AND RISING. ALIGN ALL JOINTS AND CORNERS. CLEAN METAL AND WOOD SURFACES AND CONCRETE FLOORS, REMOVING ALL FOREIGN MATTER AND CONTAMINANTS SUCH AS GREASE, OIL, DUST, WATER, SURFACE DIRT, OLD SEALANTS OR GLAZING COMPOUNDS, AND PROTECTIVE COATINGS. METAL SHALL BE CLEANED BY MECHANICAL OR SOLVENT PROCEDURES. INSTALL TILE TO CONCRETE SUBSTRATE PER TCA STANDARD F113-89 WITH UNIFORMLY SPACED JOINTS, TO PATTERN INDICATED IN THE DRAWINGS. VERIFY LAYOUT AND CUTS WITH PROJECT MANAGER PRIOR TO COMMENCEMENT OF WORK. CUT TILE AT WALL INTERSECTIONS FOR CONCEALMENT BY BASE WHERE APPLICABLE. VARY MORTAR THICKNESS, AS NECESSARY, TO ACCOMMODATE VARIATIONS IN THE TILE THICKNESS AND SLOPE. CLOSE AREAS IN WHICH TILE IS BEING PLACED TO TRAFFIC AND OTHER WORK. KEEP AREA CLOSED UNTIL TILE IS FIRMLY SET. PROTECT FLOORING FROM DAMAGE. REPLACE DAMAGED TILE AT NO ADDITIONAL COST TO OWNER. INSTALL TILE TO WOOD SURFACES AND ALUMINUM GLAZING CHANNEL AND METAL BASE WITH DOWN CORNING 795 SILICONE BUILDING SEALANT, BEADS AT 6" ON CENTER MAXIMUM. GROUT FLUSH WITH TILE EDGES. WIPE TILES WITH CHEESE CLOTH INSTEAD OF SPONGE. DAMP CURE PER MORTAR AND GROUT MANUFACTURER'S RECOMMENDATIONS. SEAL TILE PER MANUFACTURER'S WRITTEN INSTRUCTIONS WITH SEALER RECOMMENDED FOR THE TILE INSTALLED. DOUBLE SEAL ALL JOINTS. 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 4/ 1 3 / 2 0 2 3 6 : 2 8 : 2 6 P M G1.7 PROJECT SPECS JUSTIN RASMUSSEN MA N U F A B B U I L D I N G CheckerAuthor 04-13-2023 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 04-13-2023 PROJECT SPECIFICATIONS, CONT. STATIC-CONTROL RESILIENT FLOORING STATIC-DISSIPATIVE PROPERTIES: PROVIDE STATIC-CONTROL RESILIENT FLOORING WITH STATIC-CONTROL PROPERTIES INDICATED AS DETERMINED BY TESTING IDENTICAL PRODUCTS PER TEST METHOD INDICATED BY AN INDEPENDENT TESTING AND INSPECTING AGENCY. A. ELECTRICAL RESISTANCE: TEST PER ASTM F 150 WITH 100-V APPLIED VOLTAGE. B. AVERAGE GREATER THAN 1 MEGOHM AND LESS THAN OR EQUAL TO 1000 MEGOHMS WHEN TEST SPECIMENS ARE TESTED SURFACE TO GROUND. C. AVERAGE GREATER THAN 1 MEGOHM AND LESS THAN OR EQUAL TO 1000 MEGOHMS WHEN INSTALLED FLOOR COVERINGS ARE TESTED SURFACE TO GROUND. STATIC-GENERATION VALUES REPORTED BY MANUFACTURERS MAY BE LIMITED BY SENSITIVITY OF TESTING EQUIPMENT USED; CONSULT MANUFACTURERS IF STATIC GENERATION IS CRITICAL. A. STATIC GENERATION: LESS THAN 300 V WHEN TESTED PER AATCC-134 AT 20 PERCENT RELATIVE HUMIDITY WITH CONDUCTIVE FOOTWEAR. B. STATIC DECAY: 5000 TO ZERO V IN LESS THAN 0.25 SECONDS WHEN TESTED PER FED-STD-101C/4046.1. RETAIN "CONDUCTIVE PROPERTIES" PARAGRAPH BELOW FOR CONDUCTIVE RESILIENT FLOOR COVERINGS. REVISE TO SUIT PRODUCTS. CONDUCTIVE PROPERTIES: PROVIDE STATIC-CONTROL RESILIENT FLOORING WITH STATIC- CONTROL PROPERTIES INDICATED AS DETERMINED BY TESTING IDENTICAL PRODUCTS PER TEST METHOD INDICATED BY AN INDEPENDENT TESTING AND INSPECTING AGENCY. A. ELECTRICAL RESISTANCE: TEST PER ASTM F 150 WITH 500-V APPLIED VOLTAGE. B. AVERAGE GREATER THAN 25,000 OHMS AND LESS THAN 1 MEGOHM WHEN TEST SPECIMENS AND INSTALLED FLOOR COVERINGS ARE TESTED SURFACE TO SURFACE (POINT TO POINT). C. AVERAGE GREATER THAN 25,000 OHMS WITH NO SINGLE MEASUREMENT LESS THAN 10,000 OHMS WHEN INSTALLED FLOOR COVERINGS ARE TESTED SURFACE TO GROUND. STATIC-GENERATION VALUES REPORTED BY MANUFACTURERS MAY BE LIMITED BY SENSITIVITY OF TESTING EQUIPMENT USED; CONSULT MANUFACTURERS IF STATIC GENERATION IS CRITICAL. A. STATIC GENERATION: LESS THAN 100 V WHEN TESTED PER AATCC-134 AT 20 PERCENT RELATIVE HUMIDITY WITH CONDUCTIVE FOOTWEAR. B. STATIC DECAY: 5000 TO ZERO V IN LESS THAN 0.01 SECONDS WHEN TESTED PER FED-STD-101C/4046.1. RETAIN "FIRE-TEST-RESPONSE CHARACTERISTICS" PARAGRAPH BELOW IF FIRE-TEST- RESPONSE TESTING IS REQUIRED BY AUTHORITIES HAVING JURISDICTION. IN MOST BUILDING CODES, FLOOR COVERINGS ARE EXEMPT FROM FIRE-TEST-RESPONSE REQUIREMENTS. SEE "FIRE-TEST-RESPONSE CHARACTERISTICS" ARTICLE IN THE EVALUATIONS FOR ADDITIONAL INFORMATION. FIRE-TEST-RESPONSE CHARACTERISTICS: AS DETERMINED BY TESTING IDENTICAL PRODUCTS ACCORDING TO ASTM E 648 OR NFPA 253 BY A QUALIFIED TESTING AGENCY. CRITICAL RADIANT FLUX CLASSIFICATION: CLASS I, NOT LESS THAN 0.45 W/SQ. CM. PROVIDE INSTALLATION MATERIALS AS FOLLOWS: A. TROWELABLE LEVELING AND PATCHING COMPOUNDS: LATEX-MODIFIED PORTLAND CEMENT OR BLENDED HYDRAULIC-CEMENT-BASED FORMULATION PROVIDED OR APPROVED BY MANUFACTURER FOR APPLICATIONS INDICATED. B. STATIC-CONTROL ADHESIVE: PROVIDED OR APPROVED BY MANUFACTURER; TYPE THAT MAINTAINS ELECTRICAL CONTINUITY OF FLOOR-COVERING SYSTEM TO GROUND CONNECTION. C. GROUNDING STRIPS: PROVIDED OR APPROVED BY MANUFACTURER; TYPE AND SIZE THAT MAINTAINS ELECTRICAL CONTINUITY OF FLOOR-COVERING SYSTEM TO GROUND CONNECTION. D. MAINTENANCE FLOOR TILES: SPECIAL FLOOR TILES INSCRIBED "CONDUCTIVE FLOOR. DO NOT WAX." PROVIDE PROTECTIVE, STATIC-CONTROL LIQUID FLOOR POLISH PRODUCTS AS RECOMMENDED BY FLOOR-COVERING MANUFACTURER. PREPARE CONCRETE SUBSTRATES ACCORDING TO ASTM F710. DO NOT INSTALL STATIC- CONTROL RESILIENT FLOORING UNTIL IT IS SAME TEMPERATURE AS SPACE WHERE IT IS TO BE INSTALLED. MOVE STATIC-CONTROL RESILIENT FLOORING AND INSTALLATION MATERIALS INTO SPACES WHERE THEY WILL BE INSTALLED AT LEAST 48 HOURS IN ADVANCE OF INSTALLATION. CARPET TILE CONTRACTOR TO SUBMIT SAMPLE TO ARCHITECT FOR VERIFICATION AND APPROVAL PRIOR TO ORDERING OR INSTALLING MATERIAL. LEVELING COMPOUND - LATEX TYPE AS RECOMMENDED BY CARPET MANUFACTURER AND IS COMPATIBLE WITH CARPET ADHESIVE AND CURING/SEALING COMPOUND ON CONCRETE. RELEASABLE PRESSURE SENSITIVE TYPE ADHESIVE - USE THE FOLLOWING AS RECOMMENDED BY THE CARPET MANUFACTURER WHICH WILL ALLOW REMOVAL OF CARPET AT ANY TIME WITHOUT DAMAGE OR ADHERENCE TO CARPET: N5100 LOW VOC (NO SOLVENTS) CARPET TILE ADHESIVE. PRIOR TO INSTALLATION CRACKS 1/16 INCH OR MORE, HOLES, UNEVENNESS AND ROUGHNESS MUST BE FILLED, LEVELED AND MADE SMOOTH WITH A COMPATIBLE LATEX FLOOR PATCHING COMPOUND. PRIOR TO FILLING, THE FLOOR MUST BE SWEPT CLEAN OF ALL LOOSE GRANULAR DEBRIS. AFTER FILLING, ALLOW FILLER TO DRY. AREAS TO BE CARPETED MUST BE PRE-HEATED AT A MINIMUM OF 68º F. FOR 72 HOURS PRIOR TO INSTALLATION WITH THE RELATIVE HUMIDITY NOT MORE THAN 65%. A MINIMUM TEMPERATURE OF 50º F. SHALL BE MAINTAINED THEREAFTER. PROVIDE 3% OVERAGE OF CALCULATED YARDAGE FOR EACH TYPE OF CARPET (CALCULATED YARDAGE SHALL INCLUDE CARPET NEEDED FOR COMPLETE INSTALLATION PLUS WASTE AND USABLE SCRAPS). CARPET SHALL BE TESTED IN ACCORDANCE TO NFPA STANDARD 253 AND BE CLASS I (0.45 WATTS/CM2) IN CORRIDORS, EXIT ENCLOSURES, EXIT PASSAGEWAYS AND CLASS II (0.22 WATTS/CM2) IN ALL ROOMS AND AREAS. 10 - SPECIALTIES FIRE EXTINGUISHERS (PROVIDED BY G.C.) EXTINGUISHERS SHALL BE 10-POUND CAPACITY, U.L. LABELS, ENAMEL, STEEL CONTAINER WITH PRESSURE INDICATING GAUGE FOR CLASS A, B, OR C FIRES. ALL EXTINGUISHER TO BE A MINIMUM OF 2A:10 BC RATED. INSTALL ON WALL MOUNTED HOOKS AS INDICATED OR DIRECTED BY THE MARSHALL, NEATLY FITTING TO FINISH SURFACES. PLACE FULLY CHARGED EXTINGUISHERS ON HOOKS PRIOR TO OCCUPANCY. SEE CODE PLAN FOR LOCATIONS, ACCORDING TO CODE REQUIRED 75FT TRAVEL DISTANCE. SIGNAGE 1. THE SIGN CONTRACTOR SHALL PREPARE SHOP DRAWINGS FOR ALL PRIMARY SIGNAGE AND SUBMIT TO ALL REQUIRED AUTHORITIES AND GAIN APPROVAL IN WRITING PRIOR TO FABRICATION OR INSTALL. 2. REFER TO DRAWINGS FOR SPECIFIC SIGN REQUIREMENTS. SIGNS SHALL HAVE NO EXPOSED MANUFACTURERS LABELS. 22 / 23-PLUMBING / HEATING, VENTILATING, AND AIR CONDITIONING COORDINATION:PLUMBING AND MECHANICAL WORK SHOULD BE COORDINATED BY THE GENERAL CONTRACTOR WITH THE WORK INDICATED IN ALL DRAWINGS INCLUDING THE ARCHITECTURAL AND PLUMBING DRAWINGS. SIZING: PLUMBING AND SEWER PIPE SIZING, GAS AND MECHANICAL SIZING TO IN ACCORDANCE WITH RECOMMENDED PRACTICES AS PER CURRENTLY ADOPTED NATIONAL, STATE OR LOCAL REGULATIONS. FURRING: ALL PIPING, DUCTS, AND CONDUITS SHALL BE FURRED IN AT ALL FINISHED ROOMS, UNLESS NOTED OTHERWISE. ALL STRUCTURAL METAL AND BEAM SEATS SHALL BE FURRED IN AT ALL FINISHED ROOMS, UNLESS NOTED OTHERWISE. PROVIDE NON- COMBUSTIBLE BACKING, FURRING, STRIPPING, OR BLOCKING REQUIRED FOR INSTALLATION AND ATTACHMENT OF WORK OF ALL OTHER TRADES. PIPE INSULATION: ALL SERVICE WATER PIPING SHALL BE THERMALLY INSULATED TO R-8 WHERE IT IS VULNERABLE TO FREEZING OR WHERE REQUIRED BY CODE. ALL PIPING IN CEILING AND EXTERIOR WALLS SHALL BE ON WARM SIDE OF THERMAL INSULATION, EXCEPT IN DOWNSPOUTS. SHOP DRAWINGS: PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION AND INSTALLATION OF ITEMS FABRICATED IN THE SHOP FOR APPROVAL BY THE OWNER. FRAMED OPENINGS: CONTRACTOR TO FRAME OPENINGS IN WALLS, CEILINGS AND FLOORS FOR HVAC AND OTHER MECHANICAL OR ELECTRICAL WORK WHERE REQUIRED AND NOT OTHERWISE SHOWN IN THE PLANS. VENTS: PROVIDE AND INSTALL VENTING FOR ALL DRYER LOCATIONS, TO OUTSIDE, AS REQUIRED BY IBC AND AS SHOWN ON DRAWINGS. SEALING: SEAL AT ALL JOINTS AND AT ALL LONGITUDINAL SEAMS. SEAL ALL SEAMS IN KNUCKLE JOINTS. SEAL REGISTER BOOTS WHERE THEY ENTER ANY HEATED SPACE. FIRE DAMPERS: DUCTS PENETRATING 1-HOUR WALLS AND ENCLOSURE SHALL BE PROVIDED AUTOMATIC FIRE DAMPERS. 26-ELECTRICAL GENERAL: WORK IS TO MEET REQUIREMENTS INDICATED HEREIN AND SUITABLE FOR THE INTENDED USES OF THE SPACES. ELECTRICAL WORK SHOULD BE COORDINATED BY THE GENERAL CONTRACTOR WITH THE WORK INDICATED HEREIN. CODES AND REGULATIONS: ELECTRICAL SERVICE REQUIREMENTS AND WIRING TO BE IN ACCORDANCE WITH RECOMMENDED PRACTICES AS PER CURRENTLY ADOPTED NATIONAL, STATE, OR LOCAL REGULATIONS. GASKETS: FOAM OUTLET GASKETS SHALL BE USED ON ALL RECEPTACLES, SWITCHES, AND OTHER UTILITY BOXES ON EXTERIOR WALLS. SEALANTS:CAULK AND SEAL OPENINGS IN BOX AND WHERE BOX MEETS DRYWALL WITH AN APPROVED SEALANT. 12.0 FIRE PROTECTION SYSTEMS: AUTOMATIC FIRE-EXTINGUISHING SYSTEM TO BE PROVIDED. PROVIDE FIRE DETECTION, AUTOMATIC SPRINKLER, AND ALARM SYSTEMS THAT MEET THEIR REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE AND AS SPECIFIED IN THE INTERNATIONAL FIRE CODE. EXTINGUISHERS: PROVIDE PORTABLE FIRE EXTINGUISHERS AT EACH CORRIDOR, AS REQUIRED BY THE INTERNATIONAL FIRE CODE HYDRANTS: FIRE DEPARTMENT REQUIRED WATER MAINS, FIRE HYDRANTS AND TEMPORARY FIRE DEPARTMENT ACCESS TO BE INSTALLED, INSPECTED AND APPROVED BY THE FIRE DEPARTMENT PRIOR TO COMMENCEMENT OF COMBUSTIBLE CONSTRUCTION. CONSTRUCTION: TEMPORARY WATER AND TEMPORARY ACCESS DURING CONSTRUCTION MAY BE PERMITTED UPON REQUEST TO AND APPROVAL BY THE FIRE DEPARTMENT. OPENINGS IN CEILINGS: WHEN A CEILING FORMS THE PROTECTIVE MEMBRANE FOR A FIRE- RESISTIVE FLOOR-CEILING OR ROOF-CEILING ASSEMBLY THE CEILING SHALL BE WITHOUT OPENINGS, EXCEPT FOR EXCEPTIONS OF THIS SUBSECTION, IN ORDER TO PROTECT STRUCTURAL ELEMENTS. IBC SEC. 711. DUCTS PENETRATING THE CEILING OF A FIRE- RESISTIVE FLOOR-CEILING OR ROOF-CEILING OR ROOF-CEILING ASSEMBLY SHALL BE PROTECTED IN ACCORDANCE IBC SEC. 710. MATERIALS: THE MAXIMUM FLAME-SPREAD CLASS OF WALL AND FINISH MATERIALS ARE REQUIRED TO COMPLY WITH IBC CHAPTER 8. ROOF COVERINGS SHALL BE FIRE RETARDANT AS SPECIFIED IN IBC 1505. FIRE PROTECTED ASSEMBLIES: WALLS CEILINGS AND FLOOR/CEILING ASSEMBLIES REQUIRED TO BE FIRE PROTECTED SHALL HAVE ALL OPENINGS AND PENETRATIONS INSTALLED PER THE REQUIREMENTS OF IBC CHAPTER 7. FIRE BLOCKING: FIRE STOPPING AND PENETRATION PROTECTION MUST BE PROVIDED PER IBC CHAPTER 7. FIRE STOPPING AND PENETRATION SYSTEMS TO BE SUPPLIED BY ONE MANUFACTURER. FIRE BLOCKS ARE REQUIRED IN CONCEALED SPACES AT FLOOR AND CEILING LEVELS AND AT 10 FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL ALONG THE LENGTH OF THE WALLS. IBC SEC. 716 FIRE DAMPERS: PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS, OR DUCTS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURE, WALLS, FLOORS, OR SURFACES AS SHOWN ON MECHANICAL PLANS. IF NOT SHOWN IN PLANS AT TIME OF BID IT IS THE CONTRACTORS RESPONSIBILITY TO FIND OUT BEFORE END OF BIDDING. 31-EARTHWORK HAZARDOUS MATERIALS: DISCOVERY OF ANY HAZARDOUS MATERIALS (ASBESTOS, CHEMICAL WASTES, PESTICIDES, ETC.) SHALL BE REPORTED IMMEDIATELY TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR APPROVALS, REMOVAL, DISPOSAL AND CERTIFICATION AS REQUIRED BY LAW. OWNER TO ADVISE OF EXISTENCE, KNOWN. LANDSCAPE WORK: CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS. PERMITS: CONTRACTOR TO MAKE NECESSARY ARRANGEMENTS OR SECURE NECESSARY PERMITS WITH THE GOVERNING AGENCY WHERE REQUIRED FOR SITE WORK OR TO BLOCK SIDEWALKS OR STREETS DUE TO CONSTRUCTION. REMOVE ALL SURPLUS FILL MATERIAL FROM THE SITE AND LEGALLY DISPOSE OF ALL DEBRIS. SAFETY: CONTRACTOR SHALL PROVIDE COMPLETE SAFETY PRECAUTIONS AND MEASURES ON THE ENTIRE SITE, YARDS, AND PASSAGEWAYS. SETBACKS: ALL SETBACKS TO BE CLEARLY MARKED ON SITE AND VERIFIED BY THE BUILDING INSPECTOR BEFORE THE POUR OF ANY CONCRETE. DRAIN FIELD SEPTIC TANK WELL 3 0 ' - 0 " GRAVEL 303 PROPOSED BUILDING 18 ' - 0 " 7' - 6 " 41 ' - 4 3 / 4 " 10 ' - 6 " 44 ' - 0 " 18 ' - 0 " 9' - 0 " 5' - 7" 11' - 0" 5' - 0" 16' - 0"8' - 0"52' - 8 3/4"20' - 0"7' - 0"33' - 8 1/4" 7' - 0"5' - 0" 7' - 0" 5' - 0" 30' - 0" 26 ' - 0 " 13 ' - 0 " 5' - 0 " 13 ' - 0 " 5' - 0 " 16' - 7" GRAVEL 303303 303 303 303 3206 M U S K R A T R D . ROAD 17 3 ' - 9 " 60 ' - 1 1 " 50 ' - 1 0 " 10' - 10"41' - 1"159' - 0"442' - 7" 6 STALLS4 STALLS 2 0 ' - 0 " 3 0' - 0" 3 0 ' - 0 "3 0' - 0" 20 ' - 0 " 20' - 0" PROPOSED FIRE TRUCK ACCESS ROAD 20' WIDE MIN. 30' MIN. TURN RADIUS ACCESS ROAD TO BE ALL WEATHER DRIVING AND SUPPORT A 75,000 LB VEHICLE 1. GRADING AT THE BUILDING SHALL HAVE A 5% MINIMUM SLOPE AWAY FROM THE BUILDING FOR A MINIMUM OF 10'-0”, UNO. CONCRETE SHALL BE SLOPED 2% AWAY FROM BUILDING. 2. T.O. FOUNDATION TO BE 6” ABOVE FINISHED GRADE UNO. 3. ALL CONNECTIONS FROM CITY STREETS TO THE BUILDING ARE TO BE PROVIDED UNDER THIS CONTRACT. CONTRACTOR TO VERIFY CITY STANDARDS FOR ROAD, CURB, AND UTILITY REQUIREMENTS. 4. ALL EXTERIOR SIDEWALKS AND LANDINGS TO HAVE POSITIVE DRAINAGE BUT NO MORE THAN A MAXIMUM OF 1/4” SLOPE PER FOOT TO ALLOW POSITIVE DRAINAGE. 5. ALL HARDSCAPE TO BE A MINIMUM OF 2" THICK SEALED ASPHALT PAVING OVER SUITABLE SUBBASE. CONTRACTOR TO PROVIDE ALTERNATE BID FOR STANDARD ASPHALT PAVING AND HEATED ASPHALT PAVING. 6. FINISH GRADE OF SOFTSCAPE SHALL BE 2” UNIFORMLY BELOW PAVING SURFACES UNLESS NOTED OTHERWISE. 7. WATER AND SEWER CONNECTIONS TO BE PER STANDARDS AND REQUIREMENTS OF THE PUBLIC WORKS DEPARTMENT. 8. CALL BLUE STAKES PRIOR TO AND EXCAVATION. 9. ALL NEW SITE REGRADING IS TO BE DONE SUCH THAT RUNOFF IS CONTAINED WITHIN THE SITE BOUNDARY WITH NO NEGATIVE IMPACT ON SURROUNDING PROPERTIES. 10. SEE A0.2 FOR SITE DEAILS. GENERAL SITE NOTES SITE LEGEND PROPERTY LINE LOT INFORMATION KEYED NOTES LEGAL DESCRIPTION:TEXAS SIDING BUSINESS PARK LOT 2 BLOCK 2 05N39E SEC. 23 PARCEL NUMBER: RP05TSB0020020 ACRES: 4.74 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 4/ 1 3 / 2 0 2 3 6 : 2 8 : 0 9 P M A0.1 SITE PLAN JUSTIN RASMUSSEN MA N U F A B B U I L D I N G CheckerAuthor 04-13-2023 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 04-13-2023 1" = 30'-0" 1 SITE PLAN N 303 4" THICK CONCRETE SIDEWALK 3206 4" PAINT STRIPPING 4" 4" 4" 4" 1/4" W. x 1/3" DEPTH SAW CUT CONTROL JOINT CONCRETE SLAB GRANULAR FILL BASE COMPACTED EARTH CONTROL JOINT DETAIL EXPANSION JOINT DETAIL CONCRETE SLAB GRANULAR FILL BASE COMPACTED EARTH 1/2" ASPHALT IMPREGNATED FELT EXPANSION JOINT WITH GREY SEALANT IN TOP 1/2" SAW CUT & ROUTED JOINT AT PLAZA SLAB 2' - 0 " M I N . 2" 2" 1' - 0" 8" RESERVED PARKING FOR VEHICLES SHOWING DISABLED INIGNIA -LICENSE PLATES ONLY 1'-0" DIA. CONCRETE FOOTING (TYP.) 8" X 5/8" DIA. ANCHOR BARS EACH WAY THROUGH TUBING 2" X 2" X .105 PERFORATED GALV. STEEL TUBING SET IN CONC. BASE GRADE AT LANDSCAPE 1 3/4" X 1 3/4" X .105 PERFORATED GALV. STEEL TUBING 1" X 3/16" LETTERS 6" HIGH X 6 3/4" WIDE ADA SYMBOL 1-1/2" X 5/16" LETTERS 1'-0" X 2'-0" X .080 REFLECTIVE ALUMINUM SIGN. 2' - 0 " 5' - 0 " 5' - 0" 5' - 0 " ADA PARKING SYMBOL BY OWNER. 3" WIDE, PAINT WHITE (BORDER) PAINT WHITE (FIGURE) PAINT BLUE (TRAFFIC) 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 4/ 1 3 / 2 0 2 3 6 : 2 8 : 1 0 P M A0.2 SITE DETAILS JUSTIN RASMUSSEN MA N U F A B B U I L D I N G CheckerAuthor 04-13-2023 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 04-13-2023 1 1/2" = 1'-0" 1 TYP. CONCRETE SLAB JOINT DETAIL 3/4" = 1'-0" 2 ADA PARKING SIGN 3/4" = 1'-0" 4 ADA PARKING SYMBOL FD FD FD 1 A C 2 B B 3 200' - 0" 15 0 ' - 0 " 60 ' - 1 1 " 89 ' - 1 " 42' - 5"27' - 11"129' - 8" 16 ' - 1 " 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 2A2A 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" 3' - 3 1 / 4 " 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" 2' - 0"16' - 10 1/2"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0" 18 ' - 0 " 1' - 6 " 3206 9' - 0"9' - 0"9' - 0"9' - 0"2' - 0" 1' - 6 " 18 ' - 0 " 3206 3 A3.1 2224 2201 311 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. 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 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 4/ 1 3 / 2 0 2 3 6 : 2 8 : 1 1 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 04-13-2023 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 04-13-2023 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 U nlisted w all type, Is this intended to b e a separation w all to reduce the fire area. DN 1 A C 2 B 3 20 ' - 2 " 3' - 6 " 3' - 11 1/2" 5' - 0" OFFICE #201 OFFICE #203 RR #202 204A 202A203A 201A 206A 207A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A1A1A1A1A 1A1A 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"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 506 506 5' - 2 " 4' - 0 " 1' - 6"4' - 10"4' - 0"5' - 6"4' - 6"4' - 0"4' - 11" 1' - 6"27' - 9" E6A4 A4 A6 E6 4' - 6 " 506 16 ' - 0 " 10 ' - 1 0 " 36' - 7"4' - 0" 14' - 6"3' - 0" 110' - 0" 3 A3.1 FABRICATION #103 WAREHOUSE SPACE #105 STORAGE #204 208A 4' - 4" 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 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. 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 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 4/ 1 3 / 2 0 2 3 6 : 2 8 : 1 1 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 04-13-2023 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 04-13-2023 1/8" = 1'-0" 1 UPPER LEVEL FLOOR PLAN 1 04-13-23 County Review #1 Is this W all intended to b e a separation w all? I do not see B6 in the w all types. It w ould also need to b e a U L rated assemb ly KEYED NOTES CEILING NOTES SYMBOLS LEGEND CEILING TYPES CAN LIGHT FIXTURE, SEE ELECTRICAL TYPE A 5/8" GYPSUM BOARD (PAINTED) EPOXY PAINT AT ALL WET AREAS 1. NORMAL LIGHTING SHALL BE PROVIDED TO CONTINUOUSLY ILLUMINATE EGRESS ROUTES TO AT LEAST 1.0 FOOT CANDLES AT THE FLOOR DURING ALL PERIODS OF OCCUPANCY (NFPA 101,38.2.8) 2. ILLUMINATED EXIT SIGNS SHALL BE PROVIDED TO IDENTIFY REQUIRED EXIT DOORS. ADDITIONAL ILLUMINATED EXIT SIGNS SHALL BE PROVIDED TO IDENTIFY ROUTES OF TRAVEL TO EXITS WHERE ROUTE OF TRAVEL IS NOT READILY OBVIOUS (NFPA 101,38.2.10) 3. MECHANICAL CONTRACTOR TO INSTALL NEW DIFFUSERS AS REQUIRED FOR LAYOUT. 4. PAINT ALL EXPOSED STRUCTURE, MECHANICAL, DUCTS, ELECTRICAL WORK, PIPING, ETC. (I.E. ALL VISIBLE, UNFINISHED ELEMENTS), TYP. 5. ALL CEILING HEIGHTS ARE ELEVATION ABOVE TOP OF ADJACENT CONCRETE FLOOR SLAB 6. ALL CEILINGS IN RESTROOMS AND WET AREAS TO BE EPOXY PAINTED 7. REFER TO DETAILS A5.1 FOR TYPICAL CEILING DETAILS. MECHANICAL SUPPLY, SEE HVAC PLAN DRAWING MECHANICAL RETURN, SEE HVAC PLAN DRAWING EXPOSED TO STRUCTURE ABOVE TYPE E CEILING NOTES 1 A C 2 B 3 A2.0 1 A2.02 A2.0 4 A2.0 3 1 A3.1 2 A3.1 OPEN TO ABOVE OPEN TO ABOVE 10' - 0"A 8' - 0"A 8' - 0"A 8' - 10 3/8"A STORAGE #107 FABRICATION #103 RECEPTION #101 RR #102 RR #104 STORAGE #106 WAREHOUSE SPACE #105 3 A3.1 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 4/ 1 3 / 2 0 2 3 6 : 2 8 : 1 2 P M A1.3 MAIN LEVEL RCP JUSTIN RASMUSSEN MA N U F A B B U I L D I N G CheckerAuthor 04-13-2023 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 04-13-2023 N 4'0 8'16'1/8" = 1'-0" 1 MAIN LEVEL 1 A C 2 B 3 A2.0 1 A2.02 A2.0 4 A2.0 3 1 A3.1 2 A3.1 8' - 0"A 8' - 0"A 8' - 0"A EXPOSED TO STRUCTURE EXPOSED TO STRUCTURE EXPOSED TO STRUCTURE OFFICE #203 OFFICE #201 FABRICATION #103 STORAGE #106 WAREHOUSE SPACE #105 3 A3.1 STORAGE #204 CEILING NOTES SYMBOLS LEGEND CEILING TYPES CAN LIGHT FIXTURE, SEE ELECTRICAL TYPE A 5/8" GYPSUM BOARD (PAINTED) EPOXY PAINT AT ALL WET AREAS 1. NORMAL LIGHTING SHALL BE PROVIDED TO CONTINUOUSLY ILLUMINATE EGRESS ROUTES TO AT LEAST 1.0 FOOT CANDLES AT THE FLOOR DURING ALL PERIODS OF OCCUPANCY (NFPA 101,38.2.8) 2. ILLUMINATED EXIT SIGNS SHALL BE PROVIDED TO IDENTIFY REQUIRED EXIT DOORS. ADDITIONAL ILLUMINATED EXIT SIGNS SHALL BE PROVIDED TO IDENTIFY ROUTES OF TRAVEL TO EXITS WHERE ROUTE OF TRAVEL IS NOT READILY OBVIOUS (NFPA 101,38.2.10) 3. MECHANICAL CONTRACTOR TO INSTALL NEW DIFFUSERS AS REQUIRED FOR LAYOUT. 4. PAINT ALL EXPOSED STRUCTURE, MECHANICAL, DUCTS, ELECTRICAL WORK, PIPING, ETC. (I.E. ALL VISIBLE, UNFINISHED ELEMENTS), TYP. 5. ALL CEILING HEIGHTS ARE ELEVATION ABOVE TOP OF ADJACENT CONCRETE FLOOR SLAB 6. ALL CEILINGS IN RESTROOMS AND WET AREAS TO BE EPOXY PAINTED 7. REFER TO DETAILS A5.1 FOR TYPICAL CEILING DETAILS. MECHANICAL SUPPLY, SEE HVAC PLAN DRAWING MECHANICAL RETURN, SEE HVAC PLAN DRAWING EXPOSED TO STRUCTURE ABOVE TYPE E CEILING NOTES 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 4/ 1 3 / 2 0 2 3 6 : 2 8 : 1 3 P M A1.4 UPPER LEVEL RCP JUSTIN RASMUSSEN MA N U F A B B U I L D I N G CheckerAuthor 04-13-2023 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 04-13-2023 1/8" = 1'-0" 1 UPPER LEVEL RCP 1 A C 2 B 3 1" / 1 2 " 1" / 1 2 " 1" / 12" 1" / 1 2 " 1" / 12" 6" / 12"6" / 12" 1 A3.1 2 A3.1 703 703 703 3 A3.1 KEYED NOTES ROOF LEGEND STANDING SEAM METAL ROOFING SYSTEM, INSTALL AS PER MANUF. RECOMMENDATIONS GENERAL ROOF NOTES 1. ALL ROOF DECK IS TO BE COVERED IN R-30 INSULATION AND SPECIFIED ROOFING SYSTEM. 2. THE CONTRACTOR IS TO ASSURE THAT THE MINIMUM ROOF SLOPE IS NOT LESS THAN 1/2" PER FOOT WHETHER THRU ROOF DECK SLOPE OR RIGID BOARD. ANY AREA THAT IS LESS THAN 1/2" PER FOOT SLOPE SHALL BE ADJUSTED AT THE CONTRACTORS EXPENSE WITH CRICKETING TO PROVIDE THE REQUIRED SLOPE. 3. DECK BEARING ELEVATIONS SHOWN ON THIS SHEET ARE TO BE INCLUDED FOR ARCHITECT'S REFERENCE ON ALL SHOP DRAWINGS. 4. ALL ROOFING CRICKETS ARE TO BE CONSTRUCTED OF TAPERED INSULATION. CRICKETS ARE TO BE INSTALLED SO THAT A SLOPE OF 1/2" PER FOOT IS MAINTAINED ACROSS THE FACE OF THE CRICKET. 5. PROVIDE CRICKETS AT ALL ROOF TOP MOUNTED EQUIPMENT (I.E. SKYLIGHTS, ROOF HATCHES, ETC.) TO ASSURE POSITIVE DRAINAGE AROUND SUCH ELEMENTS. 6. ALL FLASHING, COUNTER FLASHING AND SHEET METAL WORK TO COMPLY WITH THE MINIMUM STANDARDS PER THE CURRENT EDITION OF SMACNA. 7. NOT ALL ROOF MOUNTED EQUIPMENT AND ROOF PENETRATIONS ARE SHOWN ON THE ARCHITECTURAL ROOF PLAN SHEETS. IN ADDITION TO THE ARCHITECTURAL, THE CONTRACTOR IS RESPONSIBLE FOR REFERENCING THE STRUCTURAL, MECHANICAL AND ELECTRICAL DOCUMENTS FOR ALL SUCH OCCURRENCES. ALL PENETRATIONS OF THE ROOF SHALL MEET WITH THE ROOFING MANUFACTURER'S RECOMMENDATIONS TO MAINTAIN INTEGRITY OF ROOFING SYSTEMS. 8. THE CONTRACTOR IS RESPONSIBLE AT BIDDING, FOR PROVIDING A MANUFACTURER'S APPROVED ROOFING DETAIL FOR ALL ROOFING CONDITIONS SO THAT THE SPECIFIED WARRANTY IS OBTAINED. IF A CONDITION SHOWN IN THESE CONSTRUCTION DOCUMENTS DOES NOT MEET THE REQUIREMENTS OF THE ROOFING MANUFACTURER THESE CONDITIONS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO BIDDING AND INSTALLATION OF THE APPROVED DETAIL. 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 4/ 1 3 / 2 0 2 3 6 : 2 8 : 1 4 P M A1.5 ROOF PLAN JUSTIN RASMUSSEN MA N U F A B B U I L D I N G CheckerAuthor 04-13-2023 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 04-13-2023 1/8" = 1'-0" 1 ROOF PLAN 703 PREFINISHED STANDING SEAM METAL ROOFING, INSTALL AS PER MANUF. RECOMMENDATIONS. KEYED NOTES MAIN LEVEL 100' -0" UPPER LEVEL 110' -0" ACB 1 A3.1 312 622 622312 117' - 0" 1A 1A 1A 1A 2A 2A 1A 101A 1A 103B 103C 1A 1A 6 " / 1 2 "6" / 12" 107' - 0" 117' - 0" 118' - 3 1/4" 125' - 3" 126' - 11 3/4" 130' - 3 3/4" MAIN LEVEL 100' -0" UPPER LEVEL 110' -0" 1232 A3.1 622 312 622 1 " / 1 2 " 1A 1A 1A 105D 1A 105C 6" / 1 2 " 1" / 1 2 " 1" / 1 2 " 114' - 0" 3 A3.1 118' - 6" 121' - 10 1/2" 116' - 0" 125' - 2 3/4" 122' - 0" 130' - 3 3/4" MAIN LEVEL 100' -0" UPPER LEVEL 110' -0" A CB 1 A3.1 312 622 312807 312 622 1A 103G 103F 1A 1A 1A 103E 103D 1A 1A 1A 1" / 12" 1" / 1 2 " 1" / 1 2 " 117' - 0" 122' - 0" 118' - 6" 116' - 0" 118' - 0" 125' - 2 3/4" 130' - 3 3/4" 118' - 0" 122' - 0" MAIN LEVEL 100' -0" UPPER LEVEL 110' -0" 1 2 3 2 A3.1 312 622 312312 105B 107C 1A 1A 1A 105E 105F 1" / 12" 6" / 1 2 " 3 A3.1 122' - 0" 125' - 0 3/4" 119' - 3 3/4" 121' - 11" 130' - 3 3/4" 1A 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 4/ 1 3 / 2 0 2 3 6 : 2 8 : 1 5 P M A2.0 EXTERIOR ELEVATION JUSTIN RASMUSSEN MA N U F A B B U I L D I N G CheckerAuthor 04-13-2023 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 04-13-2023 312 INSULATED CONCRETE FORM WALL WITH METAL PANEL EXTERIOR 622 2X6 WOOD FRAMING WITH METAL PANEL ON EXTERIOR 807 MOTORIZED OVERHEAD SECTIONAL DOOR, INSULATED AT ALL EXTERIOR CONDITIONS, TYP. CLOPAY 902 SERIES ALUM. FULL LITE WINDOWS, ANODIZED ALUM. FINISH 1/8" = 1'-0" 1 NORTH ELEVATION 1/8" = 1'-0" 2 EAST ELEVATION 1/8" = 1'-0" 3 SOUTH ELEVATION 1/8" = 1'-0" 4 WEST ELEVATION MAIN LEVEL 100' -0" UPPER LEVEL 110' -0" 1 2 3 2 A3.1 1" / 12"622 312 312 622 301 302 WAREHOUSE SPACE #105 STORAGE #107 3 A3.1 10 ' - 0 " MAIN LEVEL 100' -0" UPPER LEVEL 110' -0" AB 1 A3.1 1 " / 1 2 " 312 622 301 302 119' - 3 3/4" 121' - 10 1/2" 116' - 0" 118' - 6" KEYED NOTES MAIN LEVEL 100' -0" UPPER LEVEL 110' -0" B 118' - 4 1/2" 118' - 0" 126' - 1 3/4" PRE ENGINEERED TRUSS SPACE 609 622 703 738 731 733 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 4/ 1 3 / 2 0 2 3 6 : 2 8 : 1 6 P M A3.1 BUILDING SECTION JUSTIN RASMUSSEN MA N U F A B B U I L D I N G CheckerAuthor 04-13-2023 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 04-13-2023 1/8" = 1'-0" 1 Section 2 1/8" = 1'-0" 2 Section 3 301 CONCRETE FOUNDATION 302 CONCRETE FOOTING SEE STRUCTURAL DRAWINGS AND SOILS REPORT 312 INSULATED CONCRETE FORM WALL WITH METAL PANEL EXTERIOR 609 FLOOR FRAMING. SEE STRUCTURAL DRAWINGS 622 2X6 WOOD FRAMING WITH METAL PANEL ON EXTERIOR 703 PREFINISHED STANDING SEAM METAL ROOFING, INSTALL AS PER MANUF. RECOMMENDATIONS. 731 MIN. R-21 BATT INSULATION IN WALLS WITH 4 MIL. POLYETHYLENE VAPOR BARRIER (WARM) SIDE. TYP. 733 MIN. R-48 INSULATION @ ROOF TRUSSES. 738 EXTERIOR FINISH, SEE ELEVATIONS 1/8" = 1'-0" 3 Section 4 1 3' - 10" 3' - 1 0 " 12 ' - 1 7 / 8 " TYP. 11" 2 A3.2 3 A3.1 1' - 0" 1' - 0" MAIN LEVEL 100' -0" UPPER LEVEL 110' -0" 1 7" 11" 10 TREADS @ 7" 5' - 7" 8 TREADS @ 7" 4' - 5 5/16" 3 A3.1 1' - 0" 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 4/ 1 3 / 2 0 2 3 6 : 2 8 : 1 6 P M A3.2 STAIR SECTIONS JUSTIN RASMUSSEN MA N U F A B B U I L D I N G CheckerAuthor 04-13-2023 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 04-13-2023 1/2" = 1'-0" 1 STAIR 1 1/2" = 1'-0" 2 STAIR SECTION FD FD 1 A4.1 2 3 4 5 RR #104 RR #102 6' - 7" 7' - 0 " 7' - 4" B6 A4 I6 A4 2224 2201 5' - 0" 5' - 0" 104A 102A 2202 1209 2208 1211 5' - 0" 5' - 0" 6' - 0" 2208 1211 2202 1209 2202 6' - 0" 6' - 0" 6' - 0" 2208 1211 KEYED NOTES 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 4/ 1 3 / 2 0 2 3 6 : 2 8 : 1 8 P M A4.1 INTERIOR ELEVATIONS JUSTIN RASMUSSEN MA N U F A B B U I L D I N G CheckerAuthor 04-13-2023 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 04-13-2023 1/2" = 1'-0" 1 RESTROOMS ENLARGED FLOOR PLAN 1/2" = 1'-0" 2 RESTROOM NORTH 1/2" = 1'-0" 3 RESTROOM EAST 1/2" = 1'-0" 4 RESTROOM SOUTH 1/2" = 1'-0" 5 RESTROOM WEST 1209 24"X36" MIRROR. PROVIDE BLOCKING AT ALL LOCATIONS 1211 TOILET PAPER HOLDER. PROVIDE BLOCKING AT ALL LOCATIONS 2201 SINK AND FAUCET. SEE PLUMBING DRAWINGS 2202 HANDWASH SINK. SEE PLUMBING DRAWINGS 2208 FLOOR MOUNT TOILET, SEE PLUMBING DRAWINGS 2224 DRINKING FOUNTAIN, SEE PLUMBING DRAWINGS HM1 HOLLOW METAL (INSULATED AT EXT.) SEE DOOR SCHED. SEE DOOR SCHED. SEE DOOR SCHED. SEE DOOR SCHED. OH1 FM1 HOLLOW METAL SEE DOOR SCHED. SEE DOOR SCHED. 2" 2" 2" 1" SC H E D U L E D W A L L 5/8" GYP. BOARD AROUND ROUGH OPENING, TYP. SPRING CLIP SPRING 16 GAUGE DOOR & FRAME A6.1 1 TYP. SC H E D U L E D W A L L SCHEDULED WALL UNO 4" TYP.2" 2X STUD FRAMING SCHEDULED DOOR 2" SCHEDULED WALL SOUND ATTENUATION BLANKET WHERE OCCURS 5/8" GYP. BOARD EA. SIDE SCHEDULED DOOR BOX LINTEL PER OPENING SIZE SEALANT @ BOTH SIDES HOLLOW METAL FRAME, PAINTED 2" SC H E D U L E D W A L L HOLLOW METAL FRAME, PAINTED FRAME ANCHOR (#PER MFG) SCHEDULED DOOR SEALANT @ BOTH SIDES SOUND ATTENUATION BLANKET WHERE OCCURS 5/8" GYP. BOARD EA. SIDE, OR TILE BACKER BOARD AT TILE SCHEDULED THINSET TILE, WHERE OCCURS 2X STUD FRAMING 1A ALUM. FRAME DUAL PANE LOW-E 4' - 0" 2" 2" 2" 2" 3' - 0" 4' - 0" 4' - 0" 2" 2" 2" 2" 6' - 0" 2A ALUM. FRAME DUAL PANE LOW-E 3' - 0" 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 4/ 1 3 / 2 0 2 3 6 : 2 8 : 1 8 P M A6.1 DOOR AND WINDOWS JUSTIN RASMUSSEN MA N U F A B B U I L D I N G CheckerAuthor 04-13-2023 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 04-13-2023 DOOR SCHEDULE DOOR NUMBER DOOR TYPE FRAME TYPE WIDTH HEIGHT COMMENTS 101A HM1 FM1 3' - 0" 6' - 8" 102A HM1 FM1 3' - 0" 6' - 8" 103A HM1 FM1 3' - 0" 6' - 8" 103B OH1 16' - 0" 16' - 0" 103C HM1 FM1 3' - 0" 6' - 8" 103D HM1 FM1 3' - 0" 6' - 8" 103E OH1 16' - 0" 16' - 0" 103F HM1 FM1 3' - 0" 6' - 8" 103G OH1 12' - 0" 12' - 0" 103H HM1 FM1 3' - 0" 6' - 8" 103J OH1 10' - 0" 10' - 0" 103K HM1 FM1 3' - 0" 6' - 8" 104A HM1 FM1 3' - 0" 6' - 8" 105A HM1 FM1 3' - 0" 6' - 8" 105B HM1 FM1 3' - 0" 6' - 8" 105C HM1 FM1 3' - 0" 6' - 8" 105D OH1 14' - 0" 14' - 0" 105E OH1 14' - 0" 14' - 0" 105F HM1 FM1 3' - 0" 6' - 8" 106A HM1 FM1 3' - 0" 6' - 8" 107A HM1 FM1 3' - 0" 6' - 8" 107B OH1 12' - 0" 10' - 0" 107C OH1 12' - 0" 10' - 0" 201A HM1 FM1 2' - 6" 6' - 8" 202A HM1 FM1 2' - 6" 6' - 8" 203A HM1 FM1 2' - 6" 6' - 8" 204A HM1 FM1 3' - 0" 6' - 8" 206A HM1 FM1 3' - 0" 6' - 8" 207A HM1 FM1 3' - 0" 6' - 8" 208A HM1 FM1 3' - 0" 6' - 8" 1/4" = 1'-0" 5 DOOR TYPES 1/4" = 1'-0" 6 DOOR TYPES 6" = 1'-0" 4 TYP. ACCESS DOOR DTL. 3" = 1'-0" 2 H.M. DOOR CORNER JAMB DTL. 3" = 1'-0" 3 H.M. DOOR HEAD DTL. 3" = 1'-0" 1 H.M. DOOR JAMB DTL. 1/4" = 1'-0" 7 WINDOW TYPES 1 04-13-23 County Review #1 WINDOW SCHEDULE TYPE ROUGH OPENING TYPE COMMENTSWIDTH HEIGHT 1A 4' - 0" 4' - 0" Fixed with Trim 2A 6' - 0" 4' - 0" Fixed with Trim 1