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Home My WebLink AboutPLANS - 21-00159 - Searle Heart & Associates - RemodelINTERIOR REMODEL 412 Grand Loop Rexburg, Idaho ARCHITECT/ENGINEER: Case, Lowe and Hart, Inc. 2484 Washington Blvd. Ste 510 Ogden, Utah 84401 DRAWING INDEX G001 TITLE SHEET G002 CODE REVIEW & LIFE SAFETY D101 DEMOLITION PLAN MD101 MECHANICAL DEMOLITION PLAN ED101 ELECTRICAL DEMOLITION PLAN A001 ARCHITECTURAL NOTES A101 MAIN FLOOR PLAN A102 REFLECTED CEILING PLAN A501 DETAILS A601 DOOR & WINDOW SCHEDULE P001 PLUMBING SCHEDULES P101 PLUMBING PLAN P501 PLUMBING DETAILS M001 MECHANICAL SCHEDULES M101 MECHANICAL PLAN M501 MECHANICAL DETAILS E001 ELECTRICAL LEGEND, SCHEDULES & DETAILS EL101 ELECTRICAL LIGHTING PLAN EP101 ELECTRICAL POWER PLAN LICENSED STATE OF IDAHO STEVEN J. PETERSON ARCHITECT AR−985022 Case, Lowe & Hart, Inc. 2484 Washington Blvd. Suite 510 Ogden, Utah 84401 801.399.5821 www.clhae.com CONSULTANTS STAMP ISSUE DATE: PROJECT NO: CAD DWG FILE: CHK'D BY: SHEET TITLE SHEET NO: A B C D IF SHEET IS LESS THAN 22"x 34" IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY 54321 COPYRIGHT − CASE, LOWE & HART, INC. ALL RIGHTS RESERVEDC 54321 A B C D DRAWN BY: TENANT IMPROVEMENT 412 GRAND LOOP REXBURG, IDAHO 20450 PERMIT SET 17 FEB 2021 2/17/2021 2/ 1 9 / 2 0 2 1 1 2 : 0 6 : 5 0 P M G001 TITLE SHEET Checker Author PROJECT LOCATION VICINITY MAP MARK DATE DESCRIPTION 2/19/21 13 LICENSED STATE OF IDAHO STEVEN J. PETERSON ARCHITECT AR−985022 Case, Lowe & Hart, Inc. 2484 Washington Blvd. Suite 510 Ogden, Utah 84401 801.399.5821 www.clhae.com CONSULTANTS STAMP ISSUE DATE: PROJECT NO: CAD DWG FILE: CHK'D BY: SHEET TITLE SHEET NO: A B C D IF SHEET IS LESS THAN 22"x 34" IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY 54321 COPYRIGHT − CASE, LOWE & HART, INC. ALL RIGHTS RESERVEDC 54321 A B C D DRAWN BY: TENANT IMPROVEMENT 412 GRAND LOOP REXBURG, IDAHO 20450 PERMIT SET 17 FEB 2021 2/17/2021 2/ 1 9 / 2 0 2 1 1 2 : 0 6 : 5 1 P M G002 CODE REVIEW & LIFE SAFETY Checker Author 1/8" = 1’−0"A4 EGRESS PLAN 13 0 8’4’16’ 95 ft LONGEST EXIT ACCESS TRAVEL DISTANCE PROVIDED: Occupancy B = 200 ft ALLOWABLE EXIT ACCESS TRAVEL DISTANCE REQUIRED (IBC TABLE 1017.2): 35 ft LONGEST COMMON PATH OF EGRESS TRAVEL PROVIDED: Occupancy B = 100 ft MAXIMUM ALLOWABLE COMMON PATH OF EGRESS TRAVEL (IBC TABLE 1006.2.1): 2 exits NUMBER OF EXITS PROVIDED: 2 exits NUMBER OF EXITS REQUIRED (IBC 1006): 108" EXIT WIDTH PROVIDED: 26 occupants x 0.2 = 5.2" EXIT WIDTH REQUIRED (IBC 1005): MEANS OF EGRESS: 26 (see OCCUPANT LOAD TABLE) OCCUPANT LOAD: Building will have installed Portable Fire Extinguishers per Section 906 and NFPA 10. PORTABLE FIRE EXTINGUISHERS: FIRE SPRINKLERS PROVIDED: No FIRE SPRINKLERS REQUIRED: No FIRE PROTECTION (IBC 903): Roof Construction: 0 hrs Floor Construction: 0 hrs Nonbearing Walls − Interior: 0 hrs Nonbearing Walls − Exterior (IBC Table 602): 0 hrs Bearing Walls − Interior: 0 hrs Bearing Walls − Exterior: 0 hrs Primary Structural Frame: 0 hrs FIRE−RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (IBC Table 601): VB CONSTRUCTION TYPE: 3,767 sf ACTUAL FLOOR AREA: 9,000 sf ALLOWABLE FLOOR AREA (IBC Table 506.2): Actual Height: 18 ft Actual Number of Stories: 1 ACTUAL BUILDING HEIGHT AND NUMBER OF STORIES Allowable Height (IBC Table 504.3): 40 ft Allowable Number of Stories (IBC Table 504.4): 2 ALLOWABLE BUILDING HEIGHT AND NUMBER OF STORIES (IBC 504) BUILDING HEIGHTS AND AREAS: CHANGE IN USE: No B (IBC Section 304) OCCUPANCY GROUP: 2018 International Existing Building Code 2018 International Energy Conservation Code 2018 International Fire Code 2018 International Plumbing Code ICC/ANSI A117.1−2009 2018 International Fuel Code Accessible and Usable Buildings and Facilities 2018 International Mechanical Code 2009 American National Standard 2018 International Building Code 2020 National Electrical Code APPLICABLE CODES: TOTAL: 26 SUB TOTAL: 25.17 B OFFICE 3776 N 150 25.17 OCCUPANCY FUNCTION OF SPACE AREA (sf) ACCESSORY FACTOR OCCUPANTS MAXIMUN FLOOR ALLOWANCES (IBC Table 1004.1.2) OCCUPANT LOAD TABLE: TOTALS:2 3 TOTALS: 1 3 SUB TOTALS: 1.04 SUB TOTALS: 0.65 B 26 0.52 0.52 1.04 3 0.325 0.325 0.65 3 1 per 100 Male (1:25) Female (1:25)Male (1:40) Female (1:40) OCCUPANCY OCCUPANTS WATER CLOSETS WATER CLOSETS REQUIRED WATER CLOSETS PROVIDED LAVATORIES LAVATORIES REQUIRED LAVATORIES PROVIDED DRINKING FOUNTAINS PLUMBING FIXTURE REQUIREMENTS (IBC TABLE 2902.1): MARK DATE DESCRIPTION 2/19/21 VESTIBULE 100 RECEPTION 101 OFFICE 102 OFFICE 103 OFFICE 104 OFFICE 105 CONFERENCE 112 MENS 113 WOMENS 115 COPY 116 BREAK 117 MECH. 118 VAULT 120 REMOVE DOOR − INFILL WALL, MATCH (E) MATERIALS REMOVE WALLS REMOVE DOORS SAWCUT WALL FOR NEW DOOR REMOVE (E) PARTITIONS REMOVE TOILET− SEE PLUMBING REMOVE WALL REMOVE/INFILL FLOOR REGISTER − SEE MECH. SAWCUT WALL FOR NEW WINDOW REMOVE WALL REMOVE DOOR REMOVE WALL & DOOR REMOVE WALL/DOOR LICENSED STATE OF IDAHO STEVEN J. PETERSON ARCHITECT AR−985022 Case, Lowe & Hart, Inc. 2484 Washington Blvd. Suite 510 Ogden, Utah 84401 801.399.5821 www.clhae.com CONSULTANTS STAMP ISSUE DATE: PROJECT NO: CAD DWG FILE: CHK'D BY: SHEET TITLE SHEET NO: A B C D IF SHEET IS LESS THAN 22"x 34" IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY 54321 COPYRIGHT − CASE, LOWE & HART, INC. ALL RIGHTS RESERVEDC 54321 A B C D DRAWN BY: TENANT IMPROVEMENT 412 GRAND LOOP REXBURG, IDAHO 20450 PERMIT SET 17 FEB 2021 2/17/2021 2/ 1 9 / 2 0 2 1 1 2 : 0 6 : 4 9 P M D101 DEMOLITION PLAN SJP Author 1/4" = 1’−0"A3 MAIN FLOOR DEMO PLAN 0 4’2’ 8’ MARK DATE DESCRIPTION 2/19/21 MD1 MD1 (E) DUCTS IN CRAWLSPACE(E) DIFFUSER TO REMAIN P R OF E S S I O N ALENGIN E E R M.L I C E NSE D S T A TE O F I D A H O 16738 TROY SM A L L E Y 2/17/2021 Case, Lowe & Hart, Inc. 2484 Washington Blvd. Suite 510 Ogden, Utah 84401 801.399.5821 www.clhae.com CONSULTANTS STAMP ISSUE DATE: PROJECT NO: CAD DWG FILE: CHK'D BY: SHEET TITLE SHEET NO: A B C D IF SHEET IS LESS THAN 22"x 34" IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY 54321 COPYRIGHT − CASE, LOWE & HART, INC. ALL RIGHTS RESERVEDC 54321 A B C D DRAWN BY: TENANT IMPROVEMENT 412 GRAND LOOP REXBURG, IDAHO 20450 PERMIT SET 17 FEB 2021 02/17/2021 2/ 1 7 / 2 0 2 1 1 1 : 4 3 : 5 4 A M MD101 MECHANICAL DEMOLITION PLAN MTS GM, JAC 0 4’2’ 8’ 1/4" = 1’−0"A3 MECHANICAL DEMOLITION PLAN MECHANICAL DEMOLITION KEYED NOTES MARK NOTE MD1 DISCONNECT AND CAP DUCTS TO (E) FLOOR DIFFUSERS. (TYP 2). PN N MARK DATE DESCRIPTION ED 1 ED 2 ED 1 ED 1 ED 1 ED 1 ED 1 ED1ED1 ED2 ED2ED2 ED 2 9354PROFESSIONALENGINEERIGERSTERED TS A T E O F I D A H O I VEK N J.L E W I S 02/17/2021Expires: 08/31/21Case, Lowe & Hart, Inc. 2484 Washington Blvd.Suite 510 Ogden, Utah 84401 801.399.5821 www.clhae.com CONSULTANTS STAMP ISSUE DATE:PROJECT NO:CAD DWG FILE:CHK'D BY:SHEET TITLE SHEET NO:ABCD IF S H E E T I S L E S S T H A N 2 2 " x 3 4 " IT I S A R E D U C E D P R I N T . RE D U C E S C A L E A C C O R D I N G L Y 5 4 3 2 1 CO P Y R I G H T − C A S E , L O W E & H A R T , I N C . A L L R I G H T S R E S E R V E D C 5 4 3 2 1 ABCD DRAWN BY:TENANT IMPROVEMENT 412 GRAND LOOP REXBURG, IDAHO 20450 PERMIT SET 17 FEB 202102/17/2021 2 / 1 6 / 2 0 2 1 7 : 5 2 : 5 6 A M ED101ELECTRICALDEMOLITION PLANM.L.GJ.M.S. 1/ 4 " = 1 ’ − 0 " A1 EL E C T R I C A L D E M O L I T I O N P L A N ELECTRICAL DEMOLITION KEYED NOTES MARK N O T E ED1 D E M O L I S H E L E C T R I C A L O N T H I S W A L L B A C K T O S O U R C E . ED2 M A I N T A I N E X I S T I N G L I G H T I N G F I X T U R E S I N T H I S R O O M . 0 4’ 2’ 8 ’ PN N MARK D A T E D E S C R I P T I O N A101 1 SIM 101A F Name Elevation Room name 101 1 View Name 1/8" = 1’−0" 0 1 A101 SIM A A101 1 SIM VIEW TITLE GRAPHIC SCALE NORTH ARROW w/ TRUE NORTH GRID INDICATOR SECTION CALLOUT DETAIL CALLOUT DETAIL CALLOUT SYMBOLS LEVEL / ELEVATION CALLOUT SPOT ELEVATION CALLOUT 1:12 ROOF SLOPE INDICATOR ROOM TAG 100’−0" DOOR TAG WALL TAG WINDOW TAG DEMOLITION KEYNOTE FIRE RISER A1011Re f 1Re f ELEVATION CALLOUT A 1t 0 1" 2" WOMEN MEN OFFICE 6" 6" 1" TEXT BRAILLE AREA 1" TEXT BRAILLE AREA 7 1/2" 3 1 / 2 " 3/8 " 3/8 " 3/8 " 3/8 " EXIT 1" TEXT BRAILLE AREA 7 1/2" 3 1 / 2 " 3/8 " 3/8 " ARCHITECTURAL NOTES THE ARCHITECTURAL DRAWINGS ARE THE PRIMARY CONTRACT DOCUMENTS. ANY CONFLICTS BETWEEN ARCHITECTURAL DRAWINGS AND EXISTING CONDITIONS AND/OR DRAWINGS OF OTHER DISCIPLINES SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO AY WORK. ITEMS AND DIMENSIONS BETWEEN EXISTING AND NEW PORTIONS OF THE PROJECT SHALL BE VERIFIED TO ENSURE COORDINATION. THE CONTRACTOR SHALL SUBMIT ANY PROPOSED CHANGES OR MODIFICATIONS OF THE CONTRACT DOCUMENTS, IN WRITING, TO THE ARCHITECT BEFORE PROCEEDING WITH ANY ACTION. WHERE SPECIFIC DETAILS ARE NOT PROVIDED, TYPICAL OR SIMILAR INDUSTRY STANDARD DETAILS SHALL APPLY. IF FURTHER DETAIL IS REQUIRED CONTACT ARCHITECT. DETAILS ARE PROVIDED FOR VISUAL REPRESENTATION OF DESIGN INTENT. OFTEN THE DETAILS ARE BASED ON A BASIS−OF−DESIGN PRODUCT AND/OR MATERIAL AND MAY BE DIAGRAMMATIC IN NATURE. IF A DIFFERENT PRODUCT OR MATERIAL FROM THAT INDICATED ON THE DRAWINGS OR SPECIFICATIONS IS SUBSTITUTED, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALTERNATE DETAILS AS REQUIRED FOR THE ARCHITECT TO REVIEW. GENERALLY, DIMENSIONS SHOWN OF ARCHITECTURAL DRAWINGS ARE TAKEN FROM THE CORE STRUCTURE FACE (IE. CONCRETE WALL=FACE OF WALL; STUD WALL=FACE OF STUD). ANY ADDITIONAL BLOCKING, BRACING, TRIM, FLASHING, SEALANTS, ETC. REQUIRED FOR INSTALLATION OF COMPLETE SYSTEMS_ PERTAINING TO DOORS, WINDOWS, OPENINGS, PENETRATIONS, ETC. ARE EXPECTED TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. ASSUME ALL GYP. BD. WALLS TO HAVE TOPSET RUBBER BASE INSTALLED UNLESS NOTED OTHERWISE. PROVIDE SEALANT OR TRIM AS APPROPRIATE WHERE DISSIMILAR MATERIALS COME IN CONTACT. PROVIDE FLOORING TRANSITION WHERE DISSIMILAR FLOORING MATERIALS OCCUR. PAINT ALL MISCELLANEOUS SURFACES, SUPPORTS, METALS, ETC. IF PERMANENTLY ATTACHED TO PAINTED SURFACE OR EXPOSED TO THE ELEMENTS. & L @ # AC A.F.F. ALUM APPROX ARCH ASPH BD BITUM BLDG BLKG BRG BTM C C.I. C.J. C.L. CLG CLR C.M.U. C.O. C.O.T.G. COL CONC CONN CONSTR CONT C.T. CTR D.C.W. D.H.W. D.F. DTL DIA DIM DISP DN DRN DS DWG E EA E.I.F.S. E.J. EL ELEC ENGR EQ EQUIP (E) EXP EXT F.A. F.D. FDN F.E. F.E.C. FIN FLR FLASH FLUOR F.O. F.R. FT FTG FUT GA GALV GND GR G.W.B. GYP H.B. HC H.M. HORIZ HGT I.D. IN INSUL INT AND ANGLE AT POUND OR NUMBER ACOUSTICAL ABOVE FINISH FLOOR ALUMINUM APPROXIMATE ARCHITECTURAL ASPHALT BOARD BITUMINOUS BUILDING BLOCKING BEARING BOTTOM TOP OF FINISH CONCRETE CAST IRON CONTROL JOINT CENTER LINE CEILING CLEAR CONCRETE MASONRY UNIT CLEAN OUT CLEAN OUT AT GRADE COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CERAMIC TILE CENTER DOMESTIC COLD WATER DOMESTIC HOT WATER DRINKING FOUNTAIN DETAIL DIAMETER DIMENSION DISPENSER DOWN DRAIN DOWNSPOUT DRAWING EAST EACH EXTERIOR INSULATION FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRICAL ENGINEER EQUAL EQUIPMENT EXISTING EXPANSION EXTERIOR FIRE ALARM FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOOR FLASHING FLUORESCENT FACE OF FIRE RATED FOOR OR FEET FOOTING FUTURE GAUGE GALVANIZED GROUND GRADE GYPSUM WALL BOARD GYPSUM HOSE BIBB HANDICAP HOLLOW METAL HORIZONTAL HEIGHT INSIDE DIAMETER (DIM) INCH, INCHES INSULATION INTERIOR JAN JST JT K.O. LAM LAV MAX MAS MECH MEMB MTL MFTR MH MIN MISC M.O. MTD N N.I.C. NO or # NOM N.T.S. O.C. O.D. OFF OH OPNG OPP PL PLAM PLYWD P.O.C. PNL PR PT Q.T. RAD R.D. REF REINF REQD RESIL RFG RM RS R.O. S SCH SECT SHT SIM SPECS SQ S.S. S.ST STD STL STOR STR SUSP SYM SYS TLT TRTD T & B T.O. TRANS TYP U.N.O. UT VERT VEST W w/ WC WD W/O WP JANITOR JOIST JOINT KNOCK OUT LAMINATE LAVATORY MAXIMUM MASONRY MECHANICAL MEMBRANE METAL MANUFACTURER MANHOLE MINIMUM MISCELLANEOUS MASONRY OPENING MOUNTED NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER (DIM) OFFICE OVERHEAD OPENING OPPOSITE PLATE PLASTIC LAMINATE PLYWOOD POINT OF CONNECTION PANEL PAIR POINT QUARRY TILE RADIUS ROOF DRAIN REFERENCE REINFORCED REQUIRED RESILIENT ROOFING ROOM RESINOUS FLOORING ROUGH OPENING SOUTH SCHEDULE SECTION SHEET SIMILAR SPECIFICATION SQUARE SANITARY SEWER STAINLESS STEEL STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRICAL SYSTEM TOILET (ROOM) TREATED (PRESERVATIVE TOP & BOTTOM TOP OF TRANSFORMER TYPICAL UNLESS NOTED OTHERWISE URINAL VERTICAL VESTIBULE WEST WITH WATER CLOSET WOOD WITHOUT WATERPROOF 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. ABBREVIATIONS LICENSED STATE OF IDAHO STEVEN J. PETERSON ARCHITECT AR−985022 Case, Lowe & Hart, Inc. 2484 Washington Blvd. Suite 510 Ogden, Utah 84401 801.399.5821 www.clhae.com CONSULTANTS STAMP ISSUE DATE: PROJECT NO: CAD DWG FILE: CHK'D BY: SHEET TITLE SHEET NO: A B C D IF SHEET IS LESS THAN 22"x 34" IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY 54321 COPYRIGHT − CASE, LOWE & HART, INC. ALL RIGHTS RESERVEDC 54321 A B C D DRAWN BY: TENANT IMPROVEMENT 412 GRAND LOOP REXBURG, IDAHO 20450 PERMIT SET 17 FEB 2021 2/17/2021 2/ 1 9 / 2 0 2 1 1 2 : 2 2 : 1 7 P M A001 ARCHITECTURAL NOTES Checker Author 3" = 1’−0"A1 TYP. SIGNS MARK DATE DESCRIPTION 2/19/21 VESTIBULE 100 RECEPTION 101 OFFICE 102 OFFICE 103 OFFICE 104 OFFICE 105 OFFICE 106 OFFICE 107 OFFICE 108 OFFICE 109 OFFICE 110 OFFICE 111 CONFERENCE 112 MENS 113 WOMENS 115 COPY 116 BREAK 117 MECH. 118 VAULT 120 6’ − 11"12’ − 5 1/4"12’ − 5 1/4"5’ − 0" 3’ − 6" 9’ − 0 " 4’ − 0 " 9’ − 0 1 / 4 " 9’ − 0 1 / 4 " 9’ − 0 1 / 4 " UNISEX 121 7’ − 9 3/4" +/− 121 a 107 a 109 a 111 a 106 a 108 a 110 a 1 4’ − 2"3’ − 4" 3’ − 0"A B B A B B A A B A A A B A A B A A115 A 9’ − 2 " 9’ − 0 1 / 4 " 9’ − 2 " SEE DTL B2/A601 4’ − 8 " 8 1 / 2 " LICENSED STATE OF IDAHO STEVEN J. PETERSON ARCHITECT AR−985022 Case, Lowe & Hart, Inc. 2484 Washington Blvd. Suite 510 Ogden, Utah 84401 801.399.5821 www.clhae.com CONSULTANTS STAMP ISSUE DATE: PROJECT NO: CAD DWG FILE: CHK'D BY: SHEET TITLE SHEET NO: A B C D IF SHEET IS LESS THAN 22"x 34" IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY 54321 COPYRIGHT − CASE, LOWE & HART, INC. ALL RIGHTS RESERVEDC 54321 A B C D DRAWN BY: TENANT IMPROVEMENT 412 GRAND LOOP REXBURG, IDAHO 20450 PERMIT SET 17 FEB 2021 2/17/2021 2/ 1 9 / 2 0 2 1 1 2 : 0 6 : 4 7 P M A101 MAIN FLOOR PLAN Checker Author 1/4" = 1’−0"A3 MAIN FLOOR PLAN 0 4’2’ 8’ MARK DATE DESCRIPTION 2/19/21 ACOUSTIC CEILING LIGHT FIXTURES − SEE ELEC. REGISTER − SEE MECH. EXHAUST FAN− SEE MECH LICENSED STATE OF IDAHO STEVEN J. PETERSON ARCHITECT AR−985022 Case, Lowe & Hart, Inc. 2484 Washington Blvd. Suite 510 Ogden, Utah 84401 801.399.5821 www.clhae.com CONSULTANTS STAMP ISSUE DATE: PROJECT NO: CAD DWG FILE: CHK'D BY: SHEET TITLE SHEET NO: A B C D IF SHEET IS LESS THAN 22"x 34" IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY 54321 COPYRIGHT − CASE, LOWE & HART, INC. ALL RIGHTS RESERVEDC 54321 A B C D DRAWN BY: TENANT IMPROVEMENT 412 GRAND LOOP REXBURG, IDAHO 20450 PERMIT SET 17 FEB 2021 2/17/2021 2/ 1 9 / 2 0 2 1 1 2 : 0 6 : 4 8 P M A102 REFLECTED CEILING PLAN Checker Author 1/4" = 1’−0"A3 REFLECTED CEILING PLAN 0 4’2’ 8’ MARK DATE DESCRIPTION 2/19/21 SEE FINISH SCHEDULE FOR WALL FINISH 3 5/8"x 20 GA METAL STUDS @ 24" O.C. 5/8" GYPSUM BOARD− BOTH SIDES 3 1/2" SOUND BATT NON−LOAD BEARING METAL STUD PARTITION SEE FINISH SCHEDULE FOR WALL FINISH 3 5/8"x 20 GA METAL STUDS @ 24" O.C. 5/8" GYPSUM BOARD− BOTH SIDES 3 1/2" SOUND BATT NON−LOAD BEARING METAL STUD PARTITION 1/2" PLYWOOD RUNNER APPROX. 2" FROM INTERSECTION APPROX. 45 . ALL WIRES SECURED TO OF MAIN RUNNER− VERTICAL ANGLE NO. 12 GA. SPLAY WIRE (4) IN PLANE MAIN RUNNER CROSS RUNNER COMPRESSION POST− ATTACH AS MANUFACTURERS RECOMMENDATION SPRING CLIP ATTACH TO VERTICAL WIRE NO. 2 GA. VERTICAL WIRE HANGER ATTACH TO EXISTING STRUCTURE R O O F S T R U C T U R E RESTRAINT OCCURS PER ASTM C635 VA R I E S M A X . 2 " (4) 12 GAUGE SPLAY WIRES AT 8’−0" O.C., 90 DEGRESS TO EACH OTHER. CONNECT WIRES TO TOP WIDE FLANGE OR CHANNEL BEAM @ A 45 DEGREE ANGLE. ALL WIRES ATTACHED TO MAIN RUNNER. NO. 8 GAUGE WIRE AT 4’−0" O.C., NO. 8 GAUGE WIRE & CONDUIT COMPRESSION STRUCT AT 8’−0" O.C. EACH DIRECTION. ANCHOR TO STRUCTURE ABOVE #8 GAUGE WIRES AT 4’−0" O.C. CONNECT TO STRUCTURE ABOVE ACOUSTICAL CEILING TILE CONTINUOUS HORIZ. STRUCT TO PREVENT SPREADING OF RUNNERS CROSS RUNNER MAIN RUNNER COMPRESSION STRUCT BRACING (PROVIDE AT ROOMS> 1000 SQ. FT., START COMPRESSION BRACING 6’−0" FROM WALL MAX.) 2" 4 5 . 0 0 ° 8" MAX. 4’−0" MAX TO NEAREST PERPENDICULAR MAIN RUNNER DO NOT ANCHOR ONE END CEILING TRACK ANCHOR TRACK ON PERPENDICULAR WALL TYP. SEALANT AT PERIMETER 2"x 2" EDGE TRACK STABILIZER BAR 10’−6" AFF 9’−0" AFF RIM BOARD 9 1/2" TJI 110 (OR EQUAL) @ 48" OC BLOCKING AT INTERMEDIATE WALLS ACOUSTIC CEILING ALL PIPES UNDER LAVATORIES TO BE WRAPPED IN VINYL− FACED INSUL. PER ANSI 117 SECT. 606.6 AS R E Q D . F O R H . C . CL E A R A N C E MA X T O R E F L E C T I V E S U R F A C E 3’ − 4 " 2’ − 1 0 " MIN 1’ − 3" MIRROR TLT PAPER DISPENSER GRAB BAR 2’ − 9 " 1’ − 6" 6"3’ − 0" 3’ − 4" 1’ − 6 " 3’ − 4 " 1’ − 0"3’ − 6"GRAB BAR 1’ − 5 " 9" TLT PARTITION SCREEN MAX 4" SEMI−RECESSED FIRE EXT. CABINET MAX. OF 4" PROJECTION 4’ − 0 " PAPER TOWEL DISP ELECT HAND DRYER LIGHT SWITCH OUTLET FIRE ALARM OUTLET 1’ − 3 " CLOTHES OR TOWEL HOOKS 4’ − 0 " PAPER COVER DISP 48" MAX TO OPERATE PARTS. PARTS SHALL BE OPERABLE WITH ONE HAND AND DOES NOT REQUIRE GRASPING, PINCHING, OR TWISTING OF THE WRIST. TYP TLT PAPER DISPENSER 1’ − 6 " 1 1 / 2 " 2’ − 0" MIN 3’ − 6" MAX THERMOSTAT MA X T O R E F L E C T I V E S U R F A C E 3’ − 4 " MIN9" MIN 2’ − 5 " MA X 2’ − 1 0 " 3" MIN 8" MIN. KNEE AND TOE SPACE LICENSED STATE OF IDAHO STEVEN J. PETERSON ARCHITECT AR−985022 Case, Lowe & Hart, Inc. 2484 Washington Blvd. Suite 510 Ogden, Utah 84401 801.399.5821 www.clhae.com CONSULTANTS STAMP ISSUE DATE: PROJECT NO: CAD DWG FILE: CHK'D BY: SHEET TITLE SHEET NO: A B C D IF SHEET IS LESS THAN 22"x 34" IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY 54321 COPYRIGHT − CASE, LOWE & HART, INC. ALL RIGHTS RESERVEDC 54321 A B C D DRAWN BY: TENANT IMPROVEMENT 412 GRAND LOOP REXBURG, IDAHO 20450 PERMIT SET 17 FEB 2021 2/17/2021 2/ 1 9 / 2 0 2 1 1 2 : 2 2 : 1 7 P M A501 DETAILS Checker Author 3" = 1’−0"B4 WALL TYPE ’A’ 3" = 1’−0"A4 WALL TYPE ’B’ 0 6"3" 9" 0 6"3" 9" 1 1/2" = 1’−0"C3 SEISMIC BRACE 3" = 1’−0"C1 SEISMIC CEILING AT EDGE 3" = 1’−0"B3 CEILING TRACK AT EDGE 0 1’1/2’1 1/2’ 0 6"3" 9" 0 6"3" 9"1 1/2" = 1’−0"C4 CEILING DTL 0 1’1/2’ 1 1/2’ MARK DATE DESCRIPTION 3/8" = 1’−0"A2 ADA TOILET MOUNTING HEIGHT 2/19/21 DOOR TYPE FFRAME TYPE G1 FLUSH DOOR− SEE SCHEDULE FOR MATERIAL STD. STL. FRAME− PAINT HE I G H T WIDTH HE I G H T 2" 2"WIDTH 2" ADA MOUNTING HEIGHT MIN 2’ − 1 0 " MA X 4’ − 0 " OPERABLE PARTS SE E S C H E D U L E HE I G H T GYP. BD. BOTH SIDES (E) METAL STUDS METAL STUD LINTEL SEALANT ALL AROUND BOTH SIDES H.M. FRAME DOOR 2" (E) GYP. BD. DOOR WIDTH SEE DOOR SCHEDULE 3− JAMB ANHCOR PER JAMB GYP. BD. METAL STUDS 2− 20 GA. METAL STUDS H.M. DOOR JAMB DOOR− SEE SCHEDULE SEALANT ALL AROUND BOTH SIDES 2" (E) GYP. BD. (E) MTL STUDS SE E S C H E D U L E HE I G H T GYP. BD. BOTH SIDES METAL STUDS METAL STUD LINTEL SEALANT ALL AROUND BOTH SIDES H.M. FRAME DOOR 2" DOOR WIDTH SEE DOOR SCHEDULE 3− JAMB ANHCOR PER JAMB GYP. BD. METAL STUDS 2− 20 GA. METAL STUDS H.M. DOOR JAMB DOOR− SEE SCHEDULE SEALANT ALL AROUND BOTH SIDES2" DOOR REFER TO SCHEDULE JAMB BEYOND MARBLE THRESHOLD SET IN BED OF MASTIC− FULL WIDTH OF JAMB CERAMIC TILE− THIN SET UNCOUPLING MEMBRANE MAT C H B R I C K H E I G H T 4’ − 0 " + / − 4’ − 0 " 4’ − 8" ALUM. FRAME WINDOW− MATCH (E) (E) STUCCO − REPAIR AS REQ’D LICENSED STATE OF IDAHO STEVEN J. PETERSON ARCHITECT AR−985022 Case, Lowe & Hart, Inc. 2484 Washington Blvd. Suite 510 Ogden, Utah 84401 801.399.5821 www.clhae.com CONSULTANTS STAMP ISSUE DATE: PROJECT NO: CAD DWG FILE: CHK'D BY: SHEET TITLE SHEET NO: A B C D IF SHEET IS LESS THAN 22"x 34" IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY 54321 COPYRIGHT − CASE, LOWE & HART, INC. ALL RIGHTS RESERVEDC 54321 A B C D DRAWN BY: TENANT IMPROVEMENT 412 GRAND LOOP REXBURG, IDAHO 20450 PERMIT SET 17 FEB 2021 2/17/2021 2/ 1 9 / 2 0 2 1 1 2 : 0 6 : 4 8 P M A601 DOOR & WINDOW SCHEDULE Checker Author DOOR SCHEDULE D O O R N U M B E R TYPE DOOR FRAME DETAILS GLAZING FIRE RATING COMMENTS HINGES LOCKSETS STOPS DOOR SEAL MISC. M A T E R I A L W I D T H H E I G H T T H I C K N E S S T Y P E M A T E R I A L H E A D J A M B T H R E S H O L D N U M B E R P I V O T S B A L L B E A R I N G B R O N Z E / B R A S S S T A I N L E S S S T E E L N . R . P I N S E N T R A N C E E X I T D E V I C E O F F I C E P A S S A G E P R I V A C Y S T O R E R O O M F L U S H B O L T S S U R F A C E B O L T S W A L L S T O P F L O O R S T O P S M O K E S T R I P W E A T H E R S T R I P A S T R A G A L S W E E P T H R E S H O L D C L O S E R P U S H / P U L L C O O R D I N A T O R K I C K P L A T E A R M O R P L A T E 106 a 3’ − 0" 7’ − 0" 1 3/4" HM WD 3 X X X 107 a 3’ − 0" 7’ − 0" 1 3/4" HM WD 3 X X X 108 a 3’ − 0" 7’ − 0" 1 3/4" HM WD 3 X X X 109 a 3’ − 0" 7’ − 0" 1 3/4" HM WD 3 X X X 110 a 3’ − 0" 7’ − 0" 1 3/4" HM WD 3 X X X 111 a 3’ − 0" 7’ − 0" 1 3/4" HM WD 3 X X X 115 A (E) (E) 3’ − 0" 7’ − 0" 1 3/4" (E) (E) (E) (E) (E)(E) DOOR − ADD OPERABLE DOOR HARDWARE X 121 a 3’ − 0" 7’ − 0" 1 3/4" HM WD 3 X X X X X 3/8" = 1’−0"C3 DOOR AND FRAME TYPES 0 4’2’ 6’ 3" = 1’−0"B4 DOOR HEAD− (E) MTL STUDS 3" = 1’−0"A4 DOOR JAMB− (E) MTL STUDS 0 6"3" 9" 0 6"3" 9" 3" = 1’−0"B3 DOOR HEAD− MTL STUDS 3" = 1’−0"A3 DOOR JAMB− MTL STUDS 0 6"3" 9" 0 6"3" 9"3" = 1’−0"A2 MARBLE THRESHOLD 0 6"3" 9" MARK DATE DESCRIPTION 3/8" = 1’−0"B2 WINDOW TYPE ’1’ 2/19/21 SYMBOL DESCRIPTION SANITARY SEWER PIPING (ABOVE GROUND) VENT PIPING BACKFLOW PREVENTER GATE VALVE BF PLUMBING LEGEND RECIRCULATING HOT WATER PIPING (DHR) DOMESTIC HOT WATER PIPING (DHW) DOMESTIC COLD WATER PIPING (DCW) SANITARY SEWER PIPING (UNDERGROUND) WATER HAMMER ARRESTER FLOOR CLEANOUT TRAP PRIMER DEVICE NATURAL GAS PIPING TRAP PRIMER PIPING G TP CONDENSATE DRAINCD BALL VALVE PRESSURE REDUCING VALVE (PRV) CONCENTRIC REDUCER ECCENTRIC REDUCEROR BLIND FLANGE OR CAP PIPING TEE DOWN PIPING ELBOW UP PIPING ELBOW DOWN PIPING TEE UP UNION OR FLANGE FLOOR DRAIN OR FLOOR SINK DIRECTION OF FLOW ROOF DRAIN POINT OF CONNECTION HOSE BIBB OR POINT OF DISCONNECTION DET# SHT#DETAIL CALLOUT WALL CLEANOUT PUMP PLUMBING FIXTURE CALLOUT CLEANOUT TO GRADE WALL CLEANOUT CLEANOUT VENT THRU ROOFVTR CO WCO COTG XX−1 ABOVE FINISH FLOORAFF EXISTING(E) H HUMIDISTAT FLOOR CLEANOUTFCO P R OF E S S I O N ALENGIN E E R M.L I C E NSE D S T A TE O F I D A H O 16738 TROY SM A L L E Y 2/17/2021 Case, Lowe & Hart, Inc. 2484 Washington Blvd. Suite 510 Ogden, Utah 84401 801.399.5821 www.clhae.com CONSULTANTS STAMP ISSUE DATE: PROJECT NO: CAD DWG FILE: CHK'D BY: SHEET TITLE SHEET NO: A B C D IF SHEET IS LESS THAN 22"x 34" IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY 54321 COPYRIGHT − CASE, LOWE & HART, INC. ALL RIGHTS RESERVEDC 54321 A B C D DRAWN BY: TENANT IMPROVEMENT 412 GRAND LOOP REXBURG, IDAHO 20450 PERMIT SET 17 FEB 2021 02/17/2021 2/ 1 7 / 2 0 2 1 1 1 : 4 3 : 5 5 A M P001 PLUMBING SCHEDULES MTS GM, JAC 1. ALL EQUIPMENT MANUFACTURERS SHOWN AS A BASIS OF DESIGN. NOT INTENDED TO SOLE SOURCE EQUIPMENT MANUFACTURER. 2. THE CONTRACTOR SHALL NOT SHUT−OFF (PUT OUT OF SERVICE) ANY SYSTEM SERVICES WITHOUT FIRST COORDINATING ALL DOWNTIME WITH THE OWNERS PERSONNEL. UTILITY INTERRUPTIONS REQUIRED TO ACCOMMODATE NEW CONNECTIONS MAY REQUIRE ODD HOUR WORK. 3. PIPE ROUTING IS APPROXIMATE, DIAGRAMMATIC AND IS NOT TO BE SCALED. WHERE ALTERNATE ROUTING, OFFSETS AND TRANSITIONS ARE REQUIRED FOR COORDINATION OF ALL WORK. THE CONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS. 4. THE CONTRACTOR SHALL CLOSELY COORDINATE NEW PLUMBING WITH ALL ELECTRICAL, MECHANICAL, ARCHITECTURAL AND STRUCTURAL MEMBERS. 5. ALL PIPING AND PLUMBING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE INTERNATIONAL PLUMBING CODE, NATIONAL FIRE CODE AND INTERNATIONAL FUEL GAS CODE. 6. GAS PIPING, INCLUDING TAP AND SERVICES, SHALL BE INCLUDED. COORDINATE METER LOCATION WITH LOCAL AUTHORITY. REGULATOR TO BE PIETRO FIORENTINI GOVERNER UNLESS OTHERWISE INDICATED. 7. WHEN CONNECTING NEW PIPING TO EXISTING, CONTRACTOR TOMATCH EXISTING PIPING MATERIAL UNLESS OTHERWISE NOTED. 8. PRIME AND PAINT ALL EXPOSED PIPES AND PIPE SUPPORT. 9. ALL EXTERIOR SUPPORTS, BRACES, ANCHORS, ETC. WITH OPEN ENDS TO BE CAPPED AND SEALED WEATHERTIGHT. 10.ROOF FLASHING MATERIALS: UNLESS NOTED ELSEWHERE, PROVIDEROOF FLASHING AS REQUIRED/RECOMMENDED BY ROOFING AND/OR PIPING MANUFACTURERS. 11.PIPING SEISMIC SUPPORTS SHALL NOT BE REQUIRED IF PIPING IS SUPPORTED BY ROD HANGERS; HANGERS IN THE PIPE RUN 12 INCH OR LESS IN LENGTH FROM TOP OF THE PIPE TO THE SUPPORTING STRUCTURE. PIPING WITH ROD HANGERS; HANGERS IN THE PIPE RUN OVER 12 INCHES IN LENGTH FROM THE TOP OF THE PIPE TO THE SUPPORT STRUCTURE WILL BEREQUIRED TO BE SEISMICALLY RESTRAINED. 12.BACKFLOW PREVENTER MUST BE LEAD FREE AND TESTED WITHIN 10 DAYS OF INITIAL USAGE AND ANNUALLY THEREAFTER. PASSING TEST REPORTS SHALL BE RUTNED INTO AUTHORITY HAVING JURISDICTION NO LATER THAN 30 DAYS OF INITIAL PASSING TEST OR PRIOR TO OCCUPANCY (WHICH EVER COMES FIRST). BACKFLOR PREVENTER SHALL NOT BE INSTALLED HIGHER THAN 5 −0 AND NOT LOWER THAN 10−0 ABOVE FINISHED FLOOR. 13.PROVIDE ACCESS PANELS FOR SERVICING OF WALL HYDRANT, TRAP PRIMERS AND WATER HAMMER ARRESTORS. 14.SIZE AND SELECT ALL WATER HAMMER ARRESTORS PER MANUFACTURERES RECOMMENDATIONS. 15.ALL WETTED SURFACES OF POTABLE WATER PIPES, PIPE FITTINGS, PLUMBING FITTINGS AND FIXTURES MEET A WEIGHTED AVERAGE LEAD CONTENT OF NO MORE THAN 0.25 PERCENT PER ANSI 61 AND ANSI 372. 16.EXISTING UTILITY LOCATIONS AND SIZES ARE ESTIMATED. CONTRACTOR TO FELD VERIFY. PLUMBING GENERAL NOTES: WCO WALL CLEANOUT J.R. SMITH 4472T − − − MATCH LINE SIZE − PROVIDE WALL ACCESS WC−1 FLOOR MOUNTED WATER CLOSET − ADA AMERICAN STANDARD 3697.001 1.28 GPF 1" 3" 1 1/2" MATCH EXISTING AS MUCH AS POSSIBLE. ELSE: SLOAN BATTERY OPERATED FLUSH VALVE (111−1.28 SMO), REAR OUTLET TOP SPUD, ELONGATED BOWL, EVER CLEAN SURFACE FINISH, AMERICAN STANDARD SEAT (5901.100), LAV−1 COUNTER MOUNT LAVATORY − ADA AMERICAN STANDARD 0419.444EC 1 1/2" 1/2" 1 1/2" 1 1/2" MATCH EXISTING AS MUCH AS POSSIBLE. ELSE: AMERICAN STANDARD 6055.105 LV10 BATTERY POWERED SENSOR FAUCET, 605P.400 4" DECK PLATE AND 605XTMV MIXING VALVE, PROTECTIVE ADA WRAP ON PIPES FD−1 SQUARE HEAD FLOOR DRAIN J.R. SMITH 2005Y−B−2692 − − − 2" 1 1/2" MATCH EXISTING AS MUCH AS POSSIBLE. ELSE: NICKEL BRONZE STRAINER HEAD, QUAD CLOSE TRAP SEAL DEVICE CW HW WASTE VENT MARK DESCRIPTION MANUFACTURER & MODEL GPM CONNECTIONS NOTES PLUMBING FIXTURE SCHEDULE NOTE: ALL WATER HAMMER ARRESTERS LISTED IN SCHEDULE MAY NOT APPEAR ON DRAWINGS WHA−A J.R. SMITH 5005 1−11 3/4 2.62 3.25 PROVIDE ACCESS MARK MANUFACTURER & MODEL FIXTURE UNITS PIPE SIZE (IN) HEIGHT (IN)DIAMETER (IN) NOTES WATER HAMMER ARRESTER SCHEDULE MARK DATE DESCRIPTION 4" (E) SS (E) V (E) WC (E) WC (E) UR (E) LAV (E) LAV LAV−1 WC−1 V SS DC W P2 P1 P3 MENS 113 WOMENS 115 VESTIBULE 100 UNISEX 121 BREAK 117 OFFICE 105 1 1/2" 3" 2 1/2" P4 1" FD−1 WCO WHA−A P R OF E S S I O N ALENGIN E E R M.L I C E NSE D S T A TE O F I D A H O 16738 TROY SM A L L E Y 2/17/2021 Case, Lowe & Hart, Inc. 2484 Washington Blvd. Suite 510 Ogden, Utah 84401 801.399.5821 www.clhae.com CONSULTANTS STAMP ISSUE DATE: PROJECT NO: CAD DWG FILE: CHK'D BY: SHEET TITLE SHEET NO: A B C D IF SHEET IS LESS THAN 22"x 34" IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY 54321 COPYRIGHT − CASE, LOWE & HART, INC. ALL RIGHTS RESERVEDC 54321 A B C D DRAWN BY: TENANT IMPROVEMENT 412 GRAND LOOP REXBURG, IDAHO 20450 PERMIT SET 17 FEB 2021 02/17/2021 2/ 1 7 / 2 0 2 1 1 1 : 4 3 : 5 7 A M P101 PLUMBING PLAN MTS GM, JAC 1/4" = 1’−0"A3 PLUMBING PLAN 0 4’2’ 8’ PLUMBING KEYED NOTES MARK NOTE P1 ROUTE 2−1/2" VENT TO EXISTING VENT LINE ABOVE CEILING. P2 ROUTE 1−1/4" DCW TO EXISTING DCW LINE OF AT LEAST 1−1/2". P3 ROUTE 3" WASTE TO EXISTING SS. P4 ROUTE 1/2" DHW TO EXISTING DHW LINE OF AT LEAST 3/4". PN N MARK DATE DESCRIPTION C.I. CLEANOUT TEE WASTE LINE FLOW MAY EXTEND AS WASTE OR VENT FOR WALL CONST. REF. ARCH. DWGS. WASTE LINE LENGTH TO SUIT CLEANOUT PLUG COUNTERSUNK SCREW POLISHED S.S. ACCESS COVER EIGHTH BEND AND END OF LINE CLEANOUT FLOOR WATERPROOF MEMBRANE CONCRETE FLOOR SLAB SLOPE TO DRAIN 2" 6" FLOOR DRAIN STRAINER CERAMIC TILE AND SETTING BED CLAMP PAN TIGHTLY INTO DRAIN COLLAR DRAIN BODY POURED IN PLACE FINISHED FLOOR SURFACE LEAD AND OAKUM OR NEOPRENE GASKET P R OF E S S I O N ALENGIN E E R M.L I C E NSE D S T A TE O F I D A H O 16738 TROY SM A L L E Y 2/17/2021 Case, Lowe & Hart, Inc. 2484 Washington Blvd. Suite 510 Ogden, Utah 84401 801.399.5821 www.clhae.com CONSULTANTS STAMP ISSUE DATE: PROJECT NO: CAD DWG FILE: CHK'D BY: SHEET TITLE SHEET NO: A B C D IF SHEET IS LESS THAN 22"x 34" IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY 54321 COPYRIGHT − CASE, LOWE & HART, INC. ALL RIGHTS RESERVEDC 54321 A B C D DRAWN BY: TENANT IMPROVEMENT 412 GRAND LOOP REXBURG, IDAHO 20450 PERMIT SET 17 FEB 2021 02/17/2021 2/ 1 7 / 2 0 2 1 1 1 : 4 3 : 5 9 A M P501 PLUMBING DETAILS MTS GM, JAC NO SCALED5TYPICAL WALL CLEANOUT DETAIL NO SCALED3 FLOOR DRAIN IN OPEN AREA DETAIL MARK DATE DESCRIPTION MECHANICAL LEGEND SYMBOL DESCRIPTION LIQUID REFRIGERANTL MANUAL VOLUME CONTROL DAMPER EXHAUST AIR DUCT − UP / DOWN RETURN/OUTSIDE AIR DUCT − UP / DOWN SUPPLY AIR DUCT − UP / DOWN FLEX DUCT (MAX. LENGTH 4 FT.) GATE VALVE BALL VALVE MITERED ELBOW W/ TURNING VANES SUCTION REFRIGERANT CALIBRATED BALANCING VALVE PRESSURE REDUCING VALVE (PRV) CHECK VALVE STRAINER WITH BLOWDOWN CONCENTRIC REDUCER BLIND FLANGE OR CAP PIPING DOWN PIPING UP PIPING TEE DOWN THERMOSTAT UNION POINT OF CONNECTION EQUIPMENT SYMBOL SHEET KEYNOTE AIRFLOW DIRECTION DETAIL SYMBOL PUMP FLANGE POINT OF DISCONNECTION ABOVE FINISH FLOOR OR OR OR OR OR S T AFF M1 DET# SHT# NOT IN CONTRACT EXISTING TYPICAL NORMALLY OPEN NORMALLY CLOSED N.I.C. (E) TYP N.C. N.O. ECCENTRIC REDUCER P R OF E S S I O N ALENGIN E E R M.L I C E NSE D S T A TE O F I D A H O 16738 TROY SM A L L E Y 2/17/2021 Case, Lowe & Hart, Inc. 2484 Washington Blvd. Suite 510 Ogden, Utah 84401 801.399.5821 www.clhae.com CONSULTANTS STAMP ISSUE DATE: PROJECT NO: CAD DWG FILE: CHK'D BY: SHEET TITLE SHEET NO: A B C D IF SHEET IS LESS THAN 22"x 34" IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY 54321 COPYRIGHT − CASE, LOWE & HART, INC. ALL RIGHTS RESERVEDC 54321 A B C D DRAWN BY: TENANT IMPROVEMENT 412 GRAND LOOP REXBURG, IDAHO 20450 PERMIT SET 17 FEB 2021 02/17/2021 2/ 1 7 / 2 0 2 1 1 1 : 4 3 : 4 8 A M M001 MECHANICAL SCHEDULES MTS GM, JAC NOTES: R−8 IS REQUIRED IN CLIMATE ZONES 1−4; R−12 IS REQUIRED IN CLIMATE ZONES 5−8. EXHAUST NONE NONE NONE A RETURN R−12 / R−8 R−6 NONE A SUPPLY R−12 / R−8 R−6 NONE A EXTERIOR UNCONDITIONED SPACE CONDITIONED SPACE DUCT TYPE DUCT LOCATION SMACNA SEAL CLASS DUCT SEALING & INSULATION R−VALUE SCHEDULE EF−3 GREENHECK SP−B90 CEILING WOMENS 115 80 0.14 700 33 18 115/1 10 HOODED WALL CAP AND BACKDRAFT DAMPER WATTS VOLTS/ PHASE MARK MANUFACTURER & MODEL DESCRIPTION AREA SERVED CFM STATIC PRESS. (IN WC) RPM SOUND RATING (dBA) ELECTRICAL WEIGHT (LBS)NOTES EXHAUST FAN SCHEDULE R−1 TITUS 4FL LAY−IN GRILLE ALUMINUM #26 WHITE #3 LAY−IN N/A 25 200 0.028 12x12 24x24 SOUND BOOT ABOVE S−1 TITUS CT−PP−3 LINEAR BAR ALUMINUM #01 ALUMINUM #5 HEAVY DUTY N/A 25 200 0.048 4x12 4x12 30° DEFLECTION MARK MANUFACTURER & MODEL DESCRIPTION MATERIAL FINISH FRAME DAMPER MAX NC MAX CFM MAX AP (" WC) NECK SIZE MODULE SIZE NOTES GRILLE, REGISTER & DIFFUSER SCHEDULE 1. ALL EQUIPMENT MANUFACTURES SHOWN AS A BASIS OF DESIGN. NOT INTENDED TO SOLE SOURCE EQUIPMENT MANUFACTURER. 2. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST STATE ADOPTED EDITION OF THE INTERNATIONAL MECHANICAL CODE AND SMACNA. 3. MECHANICAL PLANS ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL COORDINATE THEIR WORK WITH OTHER TRADES, AND ACTUAL JOB SITE CONDITIONS. CONTRACTOR TOFIELD VERIFY QUANTITIES AND DIMENSIONS. 4. CONTRACTOR TO PROVIDE ALL NECESSARY MATERIALS, DUCTWORK, HANGERS,FITTINGS, OFFSETS, INSULATION AND ACCESSORIES LOGICALLY REQUIRED FOR A COMPLETE FUNCTIONAL AIR DELIVERY SYSTEM. 5. DUCT DIMENSIONS ON DRAWINGS ARE INSIDE DIMENSIONS. MINIMUM DUCTWORK GAUGE TO BE 26 GAUGE. 6. CONTRACTOR SHALL COORDINATE ALL SUPPLY DIFFUSER PLACEMENTS. 7. ALL SQUARE ELBOWS IN SUPPLY AND RETURN DUCTWORK SHALL HAVE SINGLE THICKNESS TURNING VANES. 8. INSULATED FLEXIBLE DUCT NOT TO EXCEED 4 FEET IN LENGTH. 9. CONNECTIONS TO SUPPLY DIFFUSERS TO BE MADE WITH A RIDGED CONNECTION SO THAT CLEAR AND UNOBSTRUCTED AIRFLOW IS ACHIEVED. 10.MOUNT BOTTOM OF THERMOSTAT 48 INCHES ABOVE FINISHED FLOOR. RUN WIRING FROM THERMOSTAT LOCATION TO AIR HANDLER AND TERMINATE TO PROVIDE FOR A FULLY FUNCTIONAL SYSTEM. REFER TO THE CONTROL DRAWINGS FOR SPECIFICS. 11.CONTRACTOR TO FURNISH FILTERS. 12.CONTRACTOR TO FURNISH AND INSTALL CONDENSATE P−TRAP ON ALL NEW AIR HANDLERS PER DETAILS SHOWN ON DRAWING. 13.ALL PIPING THAT COMES IN CONTACT WITH A DISSIMILAR METAL TO BE PROTECTED AGAINST GALVANIC CORROSION. 14.REMOTE CONCEALED CEILING CABLE CONTROL SYSTEM REQUIRED FOR ALL MANUAL VOLUME DAMPERS IN HARD LID CEILING APPLICATIONS. 15.SEISMIC SUPPORTS ARE NOT REQUIRED FOR HVAC DUCTWORK IF DUCTS ARE SUSPENDED FROM HANGARS 12 INCH OR LESS IN LENGTH. 16.REFER TO STRUCTURAL DETAILS FOR ALL EQUIPMENT AND DUCT PENETRATIONS THROUGH ROOF. IF DETAIL IS NOT PRESENT THEN CONTACT ENGINEER. 17.ALL EXPOSED DUCTWORK TO HAVE ALL LABELS AND WRITING REMOVED FROM DUCT. 18.AFTER AIR AND HYDRONIC SYSTEM BALANCING HAS BEEN COMPLETED, MARK ALL BALANCING DAMPER AND BALANCING VALVES TO PERMANENTLY INDICATE FINAL POSITION; IE AN ARROW OR DRAWING AN OUTLINE OF BALANCING HANDLE POSITION. MECHANICAL GENERAL NOTES: MARK DATE DESCRIPTION MENS 113 WOMENS 115 VESTIBULE 100 UNISEX 121 BREAK 117 OFFICE 105 M1 R−1 200 R−1 200 R−1 200 R−1 200 R−1 200 R−1 200 (E) DUCTS IN CRAWLSPACE EF−3 EF M2 (E) DIFFUSER TO REMAIN P R OF E S S I O N ALENGIN E E R M.L I C E NSE D S T A TE O F I D A H O 16738 TROY SM A L L E Y 2/17/2021 Case, Lowe & Hart, Inc. 2484 Washington Blvd. Suite 510 Ogden, Utah 84401 801.399.5821 www.clhae.com CONSULTANTS STAMP ISSUE DATE: PROJECT NO: CAD DWG FILE: CHK'D BY: SHEET TITLE SHEET NO: A B C D IF SHEET IS LESS THAN 22"x 34" IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY 54321 COPYRIGHT − CASE, LOWE & HART, INC. ALL RIGHTS RESERVEDC 54321 A B C D DRAWN BY: TENANT IMPROVEMENT 412 GRAND LOOP REXBURG, IDAHO 20450 PERMIT SET 17 FEB 2021 02/17/2021 2/ 1 7 / 2 0 2 1 1 1 : 4 3 : 5 1 A M M101 MECHANICAL PLAN MTS GM, JAC 0 4’2’ 8’ 1/4" = 1’−0"A3 MECHANICAL PLAN MECHANICAL KEYED NOTES MARK NOTE M1 PROVIDE SOUND BOOT ABOVE CEILING, SEE DETAIL 4C/M501. (TYP 6) M2 HOODED WALL CAP TO MATCH EXISTING. PN N MARK DATE DESCRIPTION SIZE TO FIT WITHIN 2' x 2' GRID 0' - 5 " 0' - 4" 0' - 4 " 0' - 8 " DUCT BOARD 0' - 5" P R OF E S S I O N ALENGIN E E R M.L I C E NSE D S T A TE O F I D A H O 16738 TROY SM A L L E Y 2/17/2021 Case, Lowe & Hart, Inc. 2484 Washington Blvd. Suite 510 Ogden, Utah 84401 801.399.5821 www.clhae.com CONSULTANTS STAMP ISSUE DATE: PROJECT NO: CAD DWG FILE: CHK'D BY: SHEET TITLE SHEET NO: A B C D IF SHEET IS LESS THAN 22"x 34" IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY 54321 COPYRIGHT − CASE, LOWE & HART, INC. ALL RIGHTS RESERVEDC 54321 A B C D DRAWN BY: TENANT IMPROVEMENT 412 GRAND LOOP REXBURG, IDAHO 20450 PERMIT SET 17 FEB 2021 02/17/2021 2/ 1 7 / 2 0 2 1 1 1 : 4 3 : 5 2 A M M501 MECHANICAL DETAILS MTS GM, JAC NO SCALE4C RETURN AIR GRILLE SOUND BOOT DETAIL MARK DATE DESCRIPTION FIX T U R E − R E C E S S E D , S U R F A C E O R P E N D A N T M O U N T , NU M B E R I N D I C A T E S F I X T U R E T Y P E LIG H T I N G 1 SU R F A C E M O U N T E D P A N E L B O A R D A N D C A B I N E T FL U S H M O U N T E D P A N E L B O A R D A N D C A B I N E T PA N E L B O A R D S A N D P O W E R E Q U I P M E N T RE C E P T A C L E S ( + 1 8 " U N L E S S N O T E D ) JU N C T I O N B O X CO R D D R O P W I T H P H A S E A N D A M P E R A G E DU P L E X R E C E P T A C L E , N E M A 5 − 2 0 R , G R O U N D I N G T Y P E QU A D R E C E P T A C L E ( D O U B L E D U P L E X ) , NE M A 5 − 2 0 R , G R O U N D I N G T Y P E RE F E R S T O M E C H A N I C A L O R O W N E R S E Q U I P M E N T I T E M SE E S C H E D U L E S CD 3P 2 0 J RMCK T FT GF I IN MA X O.C . A AF F BC C CB (E ) GN D o r G R D MIN (N ) NE M A +1 2 " WPw/WVUO N TY P TT BCU WE A T H E R P R O O F WIT H WA T T VO L T UN L E S S O T H E R W I S E N O T E D TY P I C A L TE L E P H O N E T E R M I N A L B O A R D NA T I O N A L E L E C T R I C A L MA N U F A C T U R I N G A S S O C I A T I O N NE W MIN I M U M GR O U N D EX I S T I N G CIR C U I T B R E A K E R CO N D U I T BA R E C O P P E R AB O V E F I N I S H E D F L O O R AM P E R E AB B R E V I A T I O N S CIR C U I T GR O U N D F A U L T C I R C U I T − I N T E R R U P T E R IN C H E S MA X I M U M FE E T RO O M MO U N T I N G H E I G H T A B O V E F I N I S H E D F L O O R OR G R A D E ON C E N T E R CO P P E R NA T I O N A L E L E C T R I C A L C O D E NE C KE Y E D N O T E C A L L O U T − L E T T E R S & N U M B E R S A S I N D I C A T E D EX 1 LE D L I G H T E M I T T I N G D I O D E A− 1 , 3 BR A N C H C I R C U I T H O M E R U N T O P A N E L B O A R D ; NU M B E R O F A R R O W S I N D I C A T E N U M B E R O F C I R C U I T S . LE T T E R A N D N U M B E R N O T A T I O N I D E N T I F I E S P A N E L AN D C I R C U I T N U M B E R ( S ) . CR O S S L I N E S I N D I C A T E N U M B E R O F # 1 2 C O N D U C T O R S . GR O U N D I S R E P R E S E N T E D B Y C R O S S L I N E W I T H D O T O N T O P . OT H E R C O N D U C T O R S A N D C O N D U I T A S I N D I C A T E D . WIR I N G E X I S T I N G WIR I N G C O N C E A L E D I N C E I L I N G , W A L L O R F L O O R CI R C U I T I N G SW I T C H E S ( + 4 8 " U N L E S S N O T E D ) SIN G L E P O L E S W I T C H TH R E E − W A Y S W I T C H FO U R − W A Y S W I T C H LE D D I M M E R / O C C U P A N C Y / D A Y L I G H T S W I T C H OC C U P A N C Y S E N S O R W A L L S W I T C H 3 4 DM EX I T L I G H T , T O P M O U N T E D , D A R K E N E D A R E A R E P R E S E N T S L E T T E R E D F A C E SM A L L L I G H T F I X T U R E EX I T L I G H T , W A L L M O U N T E D , D A R K E N E D A R E A RE P R E S E N T S L E T T E R E D F A C E WA L L M O U N T E D L I G H T F I X T U R E , N U M B E R I N D I C A T E S T Y P E O F F I X T U R E 1117 THERMOSTAT TELE/DATA OUTLET DUPLEX RECEPTACLE18"WITHIN 4’ − 0" 3 ’ − 8 " 3 ’ − 0 " 1’ − 6"1’ − 6"8’ − 0"FINISHED FLOORREMOTEEMERGENCYHEADCENTERED OVER DOOR (WHERE APPLICABLE)EXIT SIGN EMERGENCY LIGHT 4’ − 0" C L C L AD J U S T A B L E B A R H A N G E R ( T Y P ) EM T EM T TY P I C A L OU T L E T BO X EM T GR C O R I M C NO T E S : 1. T Y P I C A L F O R W O O D A N D M E T A L S S T U D R O U G H − I N . 2. P L A S T E R R I N G S N O T S H O W N . C O O R D I N A T E R I N G D E P T H T O B E F L U S H W I T H F I N A L F I N I S H E D S U R F A C E . 3. L O C A T E A L L O U T L E T B O X E S I N A CC O R D A N C E W I T H A R C H . A N D M E C H . D R A W I N G S A N D W I T H A L L AP P L I C A B L E S H O P D R A W I N G S . 4. O U T L E T B O X E S O N O P P O S I T E S I DE S O F W A L L S O R P A R T I T I O N S I N T H E S A M E S T U D S P A C E M U S T B E S E P A R A T E D B Y A M I N . O F 6 " H O R I Z O N T A L D I S TA N C E . 5. E L E C T R I C A L B O X E S I N S T A L L E D IN F I R E R E S I S T A N T W A L L S O R P A R T I TIO N S S H A L L C O M P L Y W I T H B C 7 1 1 . 3 . 2 ( 2 4 " S E P A R A T I O N O N O P P O S I T E S I DE S ) . 6. E M T C O N N E C T O R . 7. C A D D Y F A S T E N E R , T H R O U G H S T U D C A B L E / C O N D U I T S U P P O R T ’ F B 1 2 P ’ O R E Q U I V A L E N T . (T Y P . ) (T Y P . ) 76 5 4 1 2 " 1 2 " FIX T U R E # O F W I R E S 1 X 4 2 X 2 2 X 4 3 X 3 4 X 4 2 2 2 4 4 FIX T U R E C L A M P − PR O V I D E O N E P E R S I D E LA Y − I N G R I D SY S T E M WIR E H A N G E R − N O . 1 1 G A L V A N I Z E D WIR E I N D E P E N D E N T O F C E I L I N G SU P P O R T S Y S T E M . N U M B E R O F WIR E S A S P E R C H A R T RE C E S S E D T R O F F E R GENERAL NOTES APPLICA BLE TO THIS DETAIL:A. CONTRACTOR SHALL SET DIP SWI TCHES TO ACCOMPLISH THE FOLLOWI NG SEQUENCE OF OPERATION:AUTO MODE.LOW TRIM TO 50%.AUDIO VISUAL OFF ALERT.1.2.3.WATT STOPPER DW−311 OC C U P A N C Y S E N S O R ( T Y P I C A L ) 120V PLAN SYMBOL:D SGREENBLACKYELLOWWHITEREDGRAYVIOLETDRIVER OR BALLAST NEUTRAL0−10V DIMMING NOTE: REQUIRES CLASS 1 WIRING FOR 0−10V DIMMING. LU M I N A I R E ( S ) (T Y P I C A L ) PL A N S Y M B O L : M EF BL A C K BL U E BR O W N RE D M NE U T R A L 12 0 V GE N E R A L N O T E S A P P L I C A B L E T O T H I S D E T A I L : S CO N T R A C T O R S H A L L S E T D I P S W I T C H ES T O A C C O M P L I S H T H E F O L L O W I N G S EQ U E N C E O F O P E R A T I O N : RE L A Y 1 ( R E D W I R E ) O F O C C U P A N CY S E N S O R S H A L L B E S E T A S A U T O O N TO T U R N L I G H T S O N AN D S H A L L T U R N L I G H T S O F F A F T E R 1 5 M I N U T E S O F N O T S E N S I N G M O T I O N. RE L A Y 2 ( B R O W N W I R E ) O F O C C U P A N C Y S E N S O R S H A L L B E S E T A S A U T O M A TIC O N T O T U R N EX H A U S T F A N O N U P O N O C C U P A N T E N T E R I N G T H E R O O M A N D S H A L L T U R N E XH A U S T F A N O F F AF T E R 1 5 M I N U T E S O F N O T S E N S I N G M O T I O N . 1.2. 9354PROFESSIONALENGINEERIGERSTERED TS A T E O F I D A H O I VEK N J.L E W I S 02/17/2021Expires: 08/31/21Case, Lowe & Hart, Inc. 2484 Washington Blvd.Suite 510 Ogden, Utah 84401 801.399.5821 www.clhae.com CONSULTANTS STAMP ISSUE DATE:PROJECT NO:CAD DWG FILE:CHK'D BY:SHEET TITLE SHEET NO:ABCD IF S H E E T I S L E S S T H A N 2 2 " x 3 4 " IT I S A R E D U C E D P R I N T . RE D U C E S C A L E A C C O R D I N G L Y 5 4 3 2 1 CO P Y R I G H T − C A S E , L O W E & H A R T , I N C . A L L R I G H T S R E S E R V E D C 5 4 3 2 1 ABCD DRAWN BY:TENANT IMPROVEMENT 412 GRAND LOOP REXBURG, IDAHO 20450 PERMIT SET 17 FEB 202102/17/2021 2 / 1 6 / 2 0 2 1 7 : 5 2 : 1 5 A M E001ELECTRICAL LEGEND,SCHEDULES &DETAILSM.L.GJ.M.S. T− 3 L E D S T R I P 1 2 0 / 2 7 7 W A L L + 7 F T . A C R Y L I C B R U S H E D N I C K E L * 1 L E D 3 0 0 0 K * 1 3 0 L I T H O N I A F M V T R L 2 4 I N M V O L T 3 0 K 9 0 C R I B N T− 2 LE D R O U N D DO W N L I G H T 12 0 CE I L I N G RE C E S S E D AC R Y L I C W H I T E * 1 L E D 4 0 0 0 K * 1 1 7 . 5 L I T H O N I A L D N 8 4 0 / 5 0 L O 8 A R L S S 1 2 0 GZ10 T− 1 L E D 2 x 4 L A Y − I N 1 2 0 / 2 7 7 CE I L I N G SU S P E N D E D AC R Y L I C W H I T E * 1 L E D 4 0 0 0 K * 1 3 0 L I T H O N IA BLC 2X4 4000LM 40k ASDM MIN 10 MOVLT FH L S E 0 TY P E NO . O F LA M P S LA M P T Y P E TYPE NO. PER LUMINAIREINPUT WATTS NO D E S C R I P T I O N V O L T S M T G . L E N S F I N I S H LA M P S B A L L A S T / D R I V E R MANUFACTURER & CATALOG NUMBER (NO SUBSTITUTIONS WITHOUT PRIOR APPROVAL)NOTE COMMISSION ALL LIGHTING CONTROLSDETAILS LI G H T F I X T U R E S C H E D U L E EF − 3 E X H A U S T F A N 1 2 0 1 3 2 0 W 2 0 S MOTOR RATED SWITCH SI Z E H . O . A P . B . G R N R E D N . O . N . C . CR K T . EQ U I P . NO . DE S C R I P T I O N V O L T S P H A S E WA T T S HP BR K ST A R T E R C O N T R O L P I L O T C O N T A C T S CONTROL TRANS.REMARKS EQ U I P M E N T S C H E D U L E NONE A4 MOUNTING HEIGHT DETAIL NO N E A2 TY P I C A L R O U G H − I N D E T A I L NO N E A1 TY P I C A L R E C E S S E D F I X T U R E DE T A I L NONE B4DIMMING MOTION SENSOR SWITCH DETAIL NO N E B3 LI G H T I N G A N D E X H A U S T F A N CO N T R O L D E T A I L MARK D A T E D E S C R I P T I O N M M DD D DDD OF F I C E 10 3 VE S T I B U L E 10 0 OF F I C E 10 2 OF F I C E 10 4 CO N F E R E N C E 11 2 MECH.118 OF F I C E 10 6 OF F I C E 10 7 OF F I C E 10 5 ME N S 11 3 WO M E N S 11 5 BR E A K 11 7 OF F I C E 10 9 OF F I C E 10 8 OF F I C E 11 0 OF F I C E 11 1 EL 1 EL 2 EL 3 EL 4 EL 5 UN I S E X 12 1 N22 22 11 1 1 1 1 1 1 11 1 1 N EL 1 EL 1 3 3 EL 5 EF 3 EL 6 EL 6 EL 7 9354PROFESSIONALENGINEERIGERSTERED TS A T E O F I D A H O I VEK N J.L E W I S 02/17/2021Expires: 08/31/21Case, Lowe & Hart, Inc. 2484 Washington Blvd.Suite 510 Ogden, Utah 84401 801.399.5821 www.clhae.com CONSULTANTS STAMP ISSUE DATE:PROJECT NO:CAD DWG FILE:CHK'D BY:SHEET TITLE SHEET NO:ABCD IF S H E E T I S L E S S T H A N 2 2 " x 3 4 " IT I S A R E D U C E D P R I N T . RE D U C E S C A L E A C C O R D I N G L Y 5 4 3 2 1 CO P Y R I G H T − C A S E , L O W E & H A R T , I N C . A L L R I G H T S R E S E R V E D C 5 4 3 2 1 ABCD DRAWN BY:TENANT IMPROVEMENT 412 GRAND LOOP REXBURG, IDAHO 20450 PERMIT SET 17 FEB 202102/17/2021 2 / 1 6 / 2 0 2 1 7 : 5 3 : 0 9 A M EL101ELECTRICALLIGHTING PLANM.L.GJ.M.S. 1/ 4 " = 1 ’ − 0 " A1 EL E C T R I C A L L I G H T I N G P L A N ELECTRICAL LIGHTING KEYED NOTES MARK N O T E EL1 C I R C U I T L I G H T I N G T O B E C O N T R O L L E D B Y E X I S T I N G R O O M S W I T C H . EL2 U T I L I Z E N E W 2 0 A B R E A K E R I N E X I S T I N G P A N E L B O A R D F O R N E W L I H G T ING CIRCUIT.EL3 U T I L I Z E L I G H T I N G C I R C U I T I N T H I S A R E A F O R L I G H T I N G . EL4 E X I S T I N G L I G H T I N G A B O V E N E W O F F I C E S T O R E M A I N . EL5 A D D N E W F I X T U R E M A T C H I N G E X I S T I N G I N R O O M . U T I L I Z E E X I S T I N G LIGHTING CIRCUITING IN THIS AREA.EL6 M O T I O N S E N S O R S W I T C H T O C O N T R O L F A N I N T H I S A R E A . S E E D E T A I L B3/E001.EL7 M O T I O N S E N S O R S W I T C H T O C O N T R O L E X I S T I N G F A N I N T H I S A R E A . S EE DETAIL B3/E001. 0 4’ 2’ 8 ’ PN N MARK D A T E D E S C R I P T I O N GF I GF I OF F I C E 10 3 VE S T I B U L E 10 0 OF F I C E 10 2 OF F I C E 104 CONFERENCE 112 MECH.118 OF F I C E 10 6 OF F I C E 10 7 OF F I C E 10 5 ME N S 11 3 WO M E N S 11 5 BR E A K 11 7 OF F I C E 10 9 OF F I C E 10 8 OF F I C E 11 0 OF F I C E 11 1 UN I S E X 12 1 EP 1 EP 2 EP 3 EP 2 EP 2 +4 2 " +4 2 " EF 3 EP 3 9354PROFESSIONALENGINEERIGERSTERED TS A T E O F I D A H O I VEK N J.L E W I S 02/17/2021Expires: 08/31/21Case, Lowe & Hart, Inc. 2484 Washington Blvd.Suite 510 Ogden, Utah 84401 801.399.5821 www.clhae.com CONSULTANTS STAMP ISSUE DATE:PROJECT NO:CAD DWG FILE:CHK'D BY:SHEET TITLE SHEET NO:ABCD IF S H E E T I S L E S S T H A N 2 2 " x 3 4 " IT I S A R E D U C E D P R I N T . RE D U C E S C A L E A C C O R D I N G L Y 5 4 3 2 1 CO P Y R I G H T − C A S E , L O W E & H A R T , I N C . A L L R I G H T S R E S E R V E D C 5 4 3 2 1 ABCD DRAWN BY:TENANT IMPROVEMENT 412 GRAND LOOP REXBURG, IDAHO 20450 PERMIT SET 17 FEB 202102/17/2021 2 / 1 6 / 2 0 2 1 7 : 5 3 : 2 8 A M EP101ELECTRICAL POWER PLANM.L.GJ.M.S. 1/ 4 " = 1 ’ − 0 " A1 EL E C T R I C A L P O W E R P L A N ELECTRICAL POWER KEYED NOTES MARK N O T E EP1 U T I L I Z E E X I S T I N G P O W E R C I R C U I T I N T H I S A R E A F O R R E S T R O O M O U T LETS.EP2 U T I L I X E N E W 2 0 A B R E A K E R I N E X I S T I N G P A N E L B O A R D F O R N E W P O W E R IN THIS AREA.EP3 F A N I N T H I S S P A C E T O B E L I G H T I N G C I R C U I T C O N T R O L L E D B Y L I G H T SWITCH. SEE DETAIL B3/E001. 0 4’ 2’ 8 ’ PN N MARK D A T E D E S C R I P T I O N