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Home My WebLink AboutAPPROVED PLANS - 22-00039 - Rexburg Idaho LDS Temple - RemodelAuthor Name Author Email Author Phone No.: Alex Owens Alex.Owens@rexburg.org 208-372-2330 Cody Jones Cody.Jones@rexburg.org 208-372-2173 Don Allen Don.Allen@rexburg.org 208-372-2174 Description : Rexburg Idaho LDS Temple - Remodel Address : 750 S 2nd E Record Type : Commercial - Remodel Document Filename : Rexburg temple confirmation and initiatory Permit Set_ 2022.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 22-00039 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments G-001 Stamp Cody Jones : Building Open 1 Approved - Building Inspector G-001 Stamp Alex Owens : Electrical Open 1 Approved - Electrical Inspector G-003 Stamp Alex Owens : Electrical Open 3 Approved - Electrical Inspector E-001 Stamp Alex Owens : Electrical Open 56 Approved - Electrical Inspector ED411.1 Stamp Alex Owens : Electrical Open 57 Approved - Electrical Inspector ED421.1 Stamp Alex Owens : Electrical Open 58 Approved - Electrical Inspector ED422.1 Stamp Alex Owens : Electrical Open 59 Approved - Electrical Inspector EP411.1 Stamp Alex Owens : Electrical Open 60 Approved - Electrical Inspector EP421.1 Stamp Alex Owens : Electrical Open 61 Approved - Electrical Inspector EP422.1 Stamp Alex Owens : Electrical Open 62 Approved - Electrical Inspector G-001 Stamp Don Allen : Mechanical Open 1 Approved - Mechanical Inspector G-001 Stamp Don Allen : Mechanical Open 1 Approved - Plumbing Inspector Commercial - Remodel Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) © COPYRIGHT DESIGN WEST ARCHITECTS de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: DESIGN TEAM 11 / 2 9 / 2 0 2 1 1 : 5 7 : 4 0 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 COVER SHEET G-001 REXBURG IDAHO TEMPLE BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 7th SOUTH 2nd EAST REXBURG, ID 83440 OWNER THE CURCH OF JESUS CHRIST OF LATTER DAY SAINTS 50 EAST NORTH TEMPLE SALT LAKE CITY, UTAH 84150 PHONE: 801.240.2042 ARCHITECT DESIGN WEST ARCHITECTS 255 S 300 LOGAN, UTAH 84321 PHONE: 435.752.7031 LARRY HEPWORTH INTERIOR DESIGN DESIGN WEST ARCHITECTS 255 S 300 LOGAN, UTAH 84321 PHONE: 435.752.7031 jillh@designwestarchitects.com JILL HARMON MECH. - PLUMB. - ELEC. DBI HVAC ENGINEERING 451 NORTH MAIN ST. PAYSON, UT 84651 PHONE: PHONE: 801-465-3018 tomdegraw@dbieng.com TOM DEGRAW 2021 CONFIRMATION AND INITIATORY REMODEL M A R K : D A T E : D E S C R I P T I O N : INSULATION MATERIAL EARTH ASPHALT PAVING CONCRETE COMPACTED GRANULAR FILL CONCRETE MASONRY UNITS RIGID INSULATION GYPSUM BOARD ACOUSTIC TILE GLU-LAMINATE BEAM GLASS ALUMINUM BRICK STEEL CONTINUOUS WOOD WOOD BLOCKING PARTICLE BOARD PLYWOOD / OSB PLASTER & METAL LATH FINISH WOOD WOOD STUD WALL SYMBOLDESCRIPTIONSYMBOLDESCRIPTIONSYMBOL BUILDING SECTION SECTION DETAIL ELEVATIONS ELEVATION LEVEL WALL SECTION WINDOW TYPES WALL TYPES DRAWING TAG DOOR TAG KEYNOTES REVISIONS INTERIOR EXTERIOR GRID BUBBLE EQUIPMENT TAGROOM TAG 1 C C AC P1 P1 P1 P1 ROOM FINISH TAG FLOOR WALL WALL WALL WALL BASE CEILING DOOR NUMBER HARDWARE # FRAME TYPE A101B HMAA01 0 1/8" = 1'-0" A1 DETAIL Sub Description 1NAME ELEVATION SECTION DETAIL: OPPOSITE SECTION DETAIL: SIMILAR A101 1 OPP A101 1 SIM A101 1 A101 1 A101 1 A101 1 C MILLWORK ?04.03 DIVISION # NOTE # ROOM NAME 101 XX/A101 A A A STOREFRONT/ CURTAIN WALL STEEL FRAME OTHER FINISH TAG C1 S6A ABR. ACC STA ACCESSIBLE STATION AC ACOUSTIC, ACOUSTICAL ABS ACRYLONITRILE-BUTADIENE -STYRENE AD ADDENDUM ADJ ADJUSTABLE AFF ABOVE FINISH FLOOR ALT ALTERNATE ALUM ALUMINUM AB ANCHOR BOLT L ANGLE ASI ARCHITECT SUPPLEMENTAL INSTRUCTION ASPH ASPHALT BSMT BASMENT BB BASKETBALL BRG BEARING BM BENCH MARK BLKG BLOCKING BD BOARD B.O. BOTTOM OF BLDG BUILDING B.U.R. BUILT UP ROOF CLG CEILING C CENTER LINE CT CERAMIC TILE CB CHALKBOARD C CHANNEL CO CLEAN OUT COL COLUMN CONC CONCRETE CMU CONCRETE MASONRY UNIT CONN CONNECTION CONT CONTINUOUS CONTR CONTRACTOR DIM DIMENSION DS DOWNSPOUT DWG DRAWING EA EACH ELECT ELECTRICAL EWC ELECTRIC WATER COOLER ELEV ELEVATION EQ EQUAL EQUIP EQUIPMENT EXIST EXISTING (E) EXISTING EXP EXPANSION EXT EXTERIOR DESCRIPTION ABR. EIFS EXTERIOR INSULATION FINISH SYSTEM FIN FINISH FEC FIRE EXTINGUISHER CABINET FLR FLOOR FD FLOOR DRAIN FTG FOOTING FDN FOUNDATION GALV GALVANIZED GI GALVANIZED IRON GA GAUGE GYP BD GYPSUM BOARD HDWD HARDWOOD HT HEIGHT HM HOLLOW METAL HORIZ HORZONTAL ID INSIDE DIAMETER INSUL INSULATION INT INTERIOR JT JOINT KD KNOCK DOWN KO KNOCK OUT LLV LONG LEG VERTICAL MH MANHOLE MFR MANUFACTURER MB MARKER BOARD MO MASONRY OPENING MAX MAXIMUM MECH MECHANICAL MT MOUNT MTL METAL MIN MINIMUM MISC MISCELLANEOUS (N) NEW NIC NOT IN CONTRACT NTS NOT TO SCALE O.C. ON CENTER OPNG OPENING OPP OPPOSITE OD OUTSIDE DIAMETER OH OVERHEAD OF/CI OWNER FURNISHED / CONTRACTOR INSTALLED OF/OI OWNER FURNISHED / OWNER INSTALLED O.T.S. OPEN TO STRUCTURE PART BD PARTICLE BOARD PART'N PARTITION DESCRIPTION ABR. d PENNY P-LAM PLASTIC LAMINATE PLATE PLYWD PLYWOOD PVC POLYVINYL CHLORIDE PREFAB PREFABRICATED PT PRESERVATIVE TREATED PROJ PROJECTION QT QUARRY TILE RAD RADIUS REF REFRIGERATOR REINF REINFORCE REV REVISION RFI REQUEST FOR INFORMATION RD ROOF DRAIN RO ROUGH OPENING R/ ROUND SCHED SCHEDULE SIM SIMILAR SHT SHEET SPEC SPECIFICATION SQ SQUARE SS STAINLESS STEEL STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED, SUSPENSION SYS SYSTEM TB TACKBOARD TEL TELEPHONE TV TELEVISION TEMP TEMPORARY TS TUBE STEEL THRES THRESHOLD TOIL TOILET T.O. TOP OF T & B TOP AND BOTTOM TYP TYPICAL VERT VERTICAL U.N.O. UNLESS NOTED OTHERWISE WC WATER CLOSET WM WATER METER WWF WELDED WIRE FABRIC W WIDE FLANGE W/ WITH W/O WITHOUT WD WOOD DESCRIPTION L PROJECT SITE PLUMBING: P-001 PLUMBING SCHEDULES AND DETAILS PL420.1 PARTIAL LOWER LEVEL PLUMBING PLAN PL421.1 ENLARGED PLUMBING PLAN PL422.1 ENLARGED PLUMBING PLAN ELECTRICAL: E-001 ELECTRICAL SYMBOL LEGEND ED411.1 ENLARGED ELECTRICAL DEMOLITION PLANS - LOWER LEVEL ED421.1 ENLARGED ELECTRICAL DEMOLITION PLANS - MAIN LEVEL ED422.1 ENLARGED ELECTRICAL DEMOLITION PLANS - MAIN LEVEL EP411.1 ENLARGED ELECTRICAL REMODEL PLANS - LOWER LEVEL EP421.1 ENLARGED ELECTRICAL REMODEL PLANS - MAIN LEVEL EP422.1 ENLARGED ELECTRICAL REMODEL PLANS - MAIN LEVEL GENERAL: G-001 COVER SHEET G-002 PROJECT INFORMATION G-003 CODE REVIEW ARCHITECTURAL DEMO: AD-101 OVERALL DEMOLITION PLAN AD-111.1 DEMOLITION PLAN - LOWER LEVEL AD-112.1 DEMOLITION PLAN - LOWER LEVEL AD-121.1 DEMOLITION PLAN - MAIN LEVEL AD-121.2 DEMOLITION CEILING PLAN - MAIN LEVEL AD-122.1 DEMOLITION PLAN - MAIN LEVEL AD-122.2 DEMOLITION CEILING PLAN - MAIN LEVEL ARCHITECTURAL: A-701 FURNITURE PLAN A-702 FURNITURE PLAN A-703 FURNITURE PLAN A-111.1 OVERALL PLAN - LOWER LEVEL A-121.1 OVERALL PLAN - MAIN LEVEL A-341 WALL SECTIONS A-411.1 ENLARGED PLANS W/ INTERIOR ELEVATIONS A-411.2 ENLARGED CEILING PLAN A-411.3 ENLARGED FINISH PLAN A-412.1 ENLARGED PLAN W/ INTERIOR ELEVATIONS A-421.1 ENLARGED PLAN W/ INTERIOR ELEVATIONS A-421.2 ENLARGED CEILING PLAN A-421.3 ENLARGED FINISH PLAN A-422.1 ENLARGED PLAN W/ INTERIOR ELEVATIONS A-422.2 ENLARGED CEILING PLAN A-422.3 ENLARGED FINISH PLAN A-511 STANDARD METAL STUD ELEVATIONS & DETAILS A-512 STANDARD METAL STUD ELEVATIONS & DETAILS A-531 BUILDING DETAILS A-591 MILLWORK DETAILS A-592 INTERIOR FINISH DETAILS A-611 WALL TYPES A-671 DOOR SCHEDULE & TYPE NOTES A-691 FINISH SCHEDULE MECHANICAL: M 001 MECHANICAL SCHEDULE SHEET MD100 BASEMENT MECHANICAL DEMO PLAN MD101 MAIN FLOOR MECHANICAL DEMO PLAN MD401 UPPER AND LOWER MECHANICAL ENLARGEMENT BASEMENT DEMO M 100 BASEMENT MECHANICAL REMODEL PLAN M 101 MAIN FLOOR MECHANICL REMODEL M 401 UPPER AND LOWER MECHANICAL ENLARGEMENT BASEMENT REMODEL M 501 MECHANICAL DETAILS SHEET M 502 MECHANICAL DETAILS SHEET M 503 MECHANICAL DETAILS SHEET MPD 100 BASEMENT MECHANICAL PIPING DEMO PLAN MPD 101 MAIN FLOOR MECHANICAL PIPING DEMO PLAN MP 100 BASEMENT MECHANICAL PIPING REMODEL PLAN MP 101 MAIN FLOOR MECHANICAL PIPING REMODEL PLAN MP 501 MECHANICAL PIPE DETAILS SHEET MI 100 BASEMENT REMODEL CONTROL PLAN MI 101 MAIN FLOOR REMODEL CONTROL PLAN © COPYRIGHT DESIGN WEST ARCHITECTS de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: ABBREVIATIONS VICINITY MAPSYMBOLS LEGEND MATERIALS LEGEND SHEET INDEX 11 / 2 9 / 2 0 2 1 1 : 5 7 : 4 0 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 PROJECT INFORMATION G-002 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 M A R K : D A T E : D E S C R I P T I O N : UP DN JURISDICTION MADISON COUNTY - IDAHO STATE - REXBURG CITY CODE 2018 INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL PLUMBING CODE 2017 NATIONAL ELECTRICAL CODE EX I T LENGTH:125' -3" 93 SF 052 CONFIRMATION #1 156 SF 030 WAITING 109 SF 030A CONFIRMATION #2 12 SF 026 LAUNDRY CHUTE EX I T LENGTH:192' -0" LE N G T H : 15 5 ' - 9" 5/8" 5' - 1 1 " LENGTH:181' -8" 82 SF A126 INSTRUCTION C 110 SF A125 CORRIDOR 82 SF A145 INSTRUCTION C 97 SF A144 WAITING EXIT BATT INSULATION - EXTEND TO CEILING - SEE WALL TYPES ON A-611 EGRESS PATH SOUND WALL - EXTEND TO CEILING - SEE WALL TYPES ON A-611 EXIT LOCATION © COPYRIGHT DESIGN WEST ARCHITECTS de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 1 : 5 7 : 4 3 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 CODE REVIEW G-003 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 1/16" = 1'-0" A1 LEVEL 01 - CODE PLAN 1/16" = 1'-0" C1 LEVEL 02 - CODE PLAN CODE REVIEW LEGEND GENERAL NOTES 1. SEE ALSO WALL TYPES AND DETAILS FOR EXTENTS OF SOUND BATT INSULATION M A R K : D A T E : D E S C R I P T I O N : UP 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 H H A A B B C C D D E E F F G G WAITING 030 CONFIRMATION #1 052 MAIN ELECTRICAL 028 LAUNDRY CHUTE 026 CORRIDOR 031 CONFIRMATION #2 030A MECHANICAL 032 A-411.1 A1 A.2 A.2 A-412.1 A3 A.4 A.4 A-701 A1 A-412.1 C1 FIRST AID ROOM 047 A-412.1 A1 1. LEGAL: THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT ARE COMPOSED OF SETS OF DRAWINGS AND SPECIFICATIONS, AND THEREFORE SHALL BE USED AND MAINTAINED IN THEIR ENTIRETY. ANY CONTRACTOR, SUBCONTRACTOR, VENDOR OR PARTY PARTICIPATING IN OR BIDDING ON THIS PROJECT SHALL BE EXPECTED TO PERFORM DUE DILIGENCE TO ENSURE THEIR BID, WORK PERFORMED, AND MATERIALS PROVIDED CONFORMS TO THE INFORMATION PROVIDED WITHIN ANY AND ALL SHEETS OF DRAWINGS AND SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ANY SUBSEQUENT ADDENDA OR CLARIFICATIONS THAT MAY BE ISSUED RELEVANT TO THEIR SCOPE OF WORK.PROJECT SCOPE MAY BE DEFINED WITHIN SPECIFICATIONS AND/OR DRAWINGS. ADDITIONALLY, DRAWINGS MAY NOT BE RE-SCALED WHEN PRINTED, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE, AND LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ANY DEVIATION FROM OR CONFLICT WITHIN THE DRAWINGS AND/OR SPECIFICATIONS, MUST BE SUBMITTED TO AND APPROVED BY THE ARCHITECT BEFORE CONTINUING THAT PORTION OF WORK. 2. CONTRACTOR SHALL VERIFY LAY-OUT OF STRUCTURAL, MECHANICAL, AND ELECTRICAL. 3. ALL INTERIOR DIMENSIONS ARE TO/FROM FACE OF STUD / MASONRY. ALL EXTERIOR DIMENSIONS ARE TO/FROM FACE OF GRID/FOUNDATION. DIMENSIONS MARKED 'CLEAR' OR 'CLR' ARE FROM FACE OF FINISH TO FACE OF FINISH AND SHALL BE MAINTAINED AND CANNOT BE FIELD ADJUSTED WITHOUT PRIOR APPROVAL OF THE ARCHITECT. GENERAL NOTES © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 7 : 3 2 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 OVERALL PLAN - LOWER LEVEL A-111.1 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 1/8" = 1'-0" A1 OVERALL PLAN - LOWER LEVEL NORTH M A R K : D A T E : D E S C R I P T I O N : 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 H H A A B B C C D D E E F F G G A-421.1 A1 A.2 A.2 MENS DRESSING 137 VESTIBULE 138BOOTH 136 A-422.1 A1 A.4 A.4 INSTRUCTION C A145 WAITING A144 ADMIN A143 INSTRUCTION A 141 CORRIDOR 140 INSTRUCTION B 142 MENS RESTROOM 139 WOMEN'S DRESSING 120 CORRIDOR A125 CORRIDOR 122 INSTRUCTION B 124 INSTRUCTION A 123 INSTRUCTION C A126 A-702 A1 A-703 A1 23' 6' 1. LEGAL: THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT ARE COMPOSED OF SETS OF DRAWINGS AND SPECIFICATIONS, AND THEREFORE SHALL BE USED AND MAINTAINED IN THEIR ENTIRETY. ANY CONTRACTOR, SUBCONTRACTOR, VENDOR OR PARTY PARTICIPATING IN OR BIDDING ON THIS PROJECT SHALL BE EXPECTED TO PERFORM DUE DILIGENCE TO ENSURE THEIR BID, WORK PERFORMED, AND MATERIALS PROVIDED CONFORMS TO THE INFORMATION PROVIDED WITHIN ANY AND ALL SHEETS OF DRAWINGS AND SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ANY SUBSEQUENT ADDENDA OR CLARIFICATIONS THAT MAY BE ISSUED RELEVANT TO THEIR SCOPE OF WORK.PROJECT SCOPE MAY BE DEFINED WITHIN SPECIFICATIONS AND/OR DRAWINGS. ADDITIONALLY, DRAWINGS MAY NOT BE RE-SCALED WHEN PRINTED, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE, AND LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ANY DEVIATION FROM OR CONFLICT WITHIN THE DRAWINGS AND/OR SPECIFICATIONS, MUST BE SUBMITTED TO AND APPROVED BY THE ARCHITECT BEFORE CONTINUING THAT PORTION OF WORK. 2. CONTRACTOR SHALL VERIFY LAY-OUT OF STRUCTURAL, MECHANICAL, AND ELECTRICAL. 3. ALL INTERIOR DIMENSIONS ARE TO/FROM FACE OF STUD / MASONRY. ALL EXTERIOR DIMENSIONS ARE TO/FROM FACE OF GRID/FOUNDATION. DIMENSIONS MARKED 'CLEAR' OR 'CLR' ARE FROM FACE OF FINISH TO FACE OF FINISH AND SHALL BE MAINTAINED AND CANNOT BE FIELD ADJUSTED WITHOUT PRIOR APPROVAL OF THE ARCHITECT. GENERAL NOTES © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 7 : 3 4 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 OVERALL PLAN - MAIN LEVEL A-121.1 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 1/8" = 1'-0" A1 OVERALL PLAN - MAIN LEVEL NORTH M A R K : D A T E : D E S C R I P T I O N : LOWER LEVEL 84'-0" MAIN LEVEL 100'-0" 4' - 0 " 1'-4" S6A 4 0 . 0 0 ° 1'-4" 1'-8" CORRIDOR 031 LAUNDRY CHUTE 026 MENS DRESSING 137 94'-6" CEILING HEIGHT NEW CASEWORK 12 ' - 0 " PROVIDE ADDITIONAL BLOCKING IN WALL FOR SUPPORT 18"X20" STAINLESS STEEEL DUCT. © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 7 : 3 5 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 WALL SECTIONS A-341 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 3/4" = 1'-0" A4 WALL SECTION M A R K : D A T E : D E S C R I P T I O N : 5 6 7 8 A B C WAITING 030 CONFIRMATION #1 052 MAIN ELECTRICAL 028 CONFIRMATION #2 030A MECHANICAL 032 CORRIDOR 031 LAUNDRY CHUTE 026 052A C 026A B 030A C S10A S10A S6BS6B S6A S6A 3' - 8 " 4'-6" A.2 S10AS10A 3' - 2 " 2' - 1 0 " 9' - 0 " 13 ' - 1 0 " 24'-5"24'-5"24'-5" A.4 C1 / A - 4 1 1 . 1 C2/A-411.1 C3 / A - 4 1 1 . 1 C4/A-411.1 D1 / A - 4 1 1 . 1 D2/A-411.1 D3 / A - 4 1 1 . 1 D4/A-411.1 A-591 A4 032A B 032B D 5'-0" 1' - 7 " 9' - 0 " S6A S6A A5 / A - 4 1 1 . 1 B5 / A - 4 1 1 . 1 23.04 23.04 06.10 1. LEGAL: THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT ARE COMPOSED OF SETS OF DRAWINGS AND SPECIFICATIONS, AND THEREFORE SHALL BE USED AND MAINTAINED IN THEIR ENTIRETY. ANY CONTRACTOR, SUBCONTRACTOR, VENDOR OR PARTY PARTICIPATING IN OR BIDDING ON THIS PROJECT SHALL BE EXPECTED TO PERFORM DUE DILIGENCE TO ENSURE THEIR BID, WORK PERFORMED, AND MATERIALS PROVIDED CONFORMS TO THE INFORMATION PROVIDED WITHIN ANY AND ALL SHEETS OF DRAWINGS AND SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ANY SUBSEQUENT ADDENDA OR CLARIFICATIONS THAT MAY BE ISSUED RELEVANT TO THEIR SCOPE OF WORK. PROJECT SCOPE MAY BE DEFINED WITHIN SPECIFICATIONS AND/OR DRAWINGS. ADDITIONALLY, DRAWINGS MAY NOT BE RE-SCALED WHEN PRINTED, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE, AND LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ANY DEVIATION FROM OR CONFLICT WITHIN THE DRAWINGS AND/OR SPECIFICATIONS, MUST BE SUBMITTED VIA REQUEST FOR INFORMATION (RFI) AND RESPONDED TO BY THE ARCHITECT BEFORE CONTINUING THAT PORTION OF WORK. 2. KEYNOTES: THE FIRST TWO NUMBERS REPRESENT THE RELATED CSI MASTER FORMAT DIVISION. THE SECOND SET OF NUMBERS REPRESENTS AN IDENTIFYING MARK VALUE. NOT ALL VALUES MAY BE USED OR OCCUR IN THE DOCUMENT SET. ADDITIONALLY, KEYNOTES RETAIN THEIR ASSIGNED VALUE UNIVERSALLY THROUGHOUT THE SET. THE KEYNOTES LISTED BELOW, REPRESENT THE KEYNOTES FOUND AND UTILIZED ON THIS SHEET AND EACH LIST WILL DIFFER RESPECTIVE TO ITS' SHEET. THEREFORE, BASED ON ACTUAL KEYNOTES UTILIZED ON A GIVEN SHEET OF DRAWINGS, GAPS IN THE SEQUENCING WILL OCCUR. 3. CONTRACTOR SHALL BE FAMILIARIZED WITH THE LAY-OUT OF STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. ANY QUESTIONS SHALL BE SUBMITTED VIA REQUEST FOR INFORMATION (RFI). 4. ALL INTERIOR DIMENSIONS ARE TO/FROM FACE OF STUD / MASONRY. ALL EXTERIOR DIMENSIONS ARE TO/FROM FACE OF GRID/FOUNDATION. DIMENSIONS MARKED 'CLEAR' OR 'CLR' ARE FROM FACE OF FINISH TO FACE OF FINISH AND SHALL BE MAINTAINED AND CANNOT BE FIELD ADJUSTED WITHOUT PRIOR APPROVAL OF THE ARCHITECT. 5. MIN CLEARANCE REQUIRED ON LATCH SIDE OF DOORS SHALL CONFORM TO ADA REQUIREMENTS: 6. HINGE SIDE OF DOORS AT PERPENDICULAR WALLS TO HAVE 3" STUD SECTION U.N.O 7. BLOCKING TO BE PROVIDED AT SHELVING, CASEWORK, RAILINGS, LIGHT FIXTURE, COUNTERTOP, ACCESSORIES AND MORE PER A-511 & A-512 8. PROVIDE CONTINUOUS WOOD BLOCKING OR METAL STRAPPING FOR ANY WALL MOUNTED OR SUPPORTED ITEMS. PROVIDE FIRE RATED BLOCKING FOR ANY FIRE RATED PARTITIONS PER A-511 & A-512 9. WALL TYPES SHOWN AS ARE SHOWN ON SHEET A-611. FOR OTHER WALLS SEE BUILDING AND WALL SECTIONS. FOR STANDARD STEEL STUD DETAILS SEE A-511 & A-512 10. ALIGN FURRED WALLS AND STUD WALL FINISH FACE TYPICAL. U.N.O. 11. SEE CODE PLAN FOR LOCATION SMOKE AND FIRE RATED PARTITIONS 12. SLOPE ALL SETTING BEDS TO FLOOR DRAINS U.N.O. 13. SEE CODE PLAN FOR SOUND WALL LOCATIONS ON SHEET G-003 18" MIN PULL SIDE 12" MIN PUSH SIDE 3" STUD SECTION # XXXX 2' - 1 0 " C3 A-592 TYP. A5 A-592 TYP. B5 A-592 06.10 2' - 1 0 " TYP. A5 A-592 C3 A-592 TYP. B5 A-592 2' - 1 0 " TYP. A5 A-592 C3 A-592 TYP. B5 A-592 2' - 1 0 " TYP. A5 A-592 C3 A-592 TYP. B5 A-592 23.04 2' - 1 0 " TYP. A5 A-592 C3 A-592 TYP. B5 A-592 2' - 1 0 " C3 A-592 TYP. A5 A-592 TYP. B5 A-592 2' - 1 0 " TYP. A5 A-592 C3 A-592 TYP. B5 A-592 23.04 A-591 B4 2' - 1 0 " C3 A-592 TYP. A5 A-592 TYP. B5 A-592 © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 7 : 3 9 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 ENLARGED PLANS W/ INTERIOR ELEVATIONS A-411.1 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 MARK DESCRIPTION 06.10 RELOCATED PODIUM, SEE DEMO PLANS 23.04 LOW RETURN DECORATIVE GRILLE REGISTER, LOCATED IN NEW WALL FRAMING, SEE MECHANICAL KEYNOTES # 1/4" = 1'-0" A1 ENLARGED PLAN CONFIRMATION NORTH GENERAL NOTES 1/4" = 1'-0" C1 INTERIOR ELEVATION CONFIRMATION - 052 1/4" = 1'-0" C2 INTERIOR ELEVATION CONFIRMATION - 052 1/4" = 1'-0" C3 INTERIOR ELEVATION CONFIRMATION - 052 1/4" = 1'-0" C4 INTERIOR ELEVATION CONFIRMATION - 052 1/4" = 1'-0" D1 INTERIOR ELEVATION CONFIRMATION - 030A 1/4" = 1'-0" D2 INTERIOR ELEVATION CONFIRMATION - 030A 1/4" = 1'-0" D3 INTERIOR ELEVATION CONFIRMATION - 030A 1/4" = 1'-0" D4 INTERIOR ELEVATION CONFIRMATION - 030A 1/4" = 1'-0" A5 INTERIOR ELEVATION WAITING - 030 1/4" = 1'-0" B5 INTERIOR ELEVATION WAITING - 030 M A R K : D A T E : D E S C R I P T I O N : 5 5 6 6 7 7 8 8 A A B B C C A.2 A.2 A.4 A.4 6" 6" 1'-0"1'-0" 1' - 0 " 1'-6" EQ EQ 1'-0" 1' - 0 " 1' - 0 " 1'-0" 1'-0" 6" 6" 1'-0" EQ EQ 1'-0" 11'-1" 10'-10" 11'-0 1/2" 11'-1" 10'-10" 11'-0 1/2" 1'-6" 10.17 1' - 0 " 23.0523.05 A-531 D5 TYP. A-531 D5 TYP. OPP. CL1 CL1 RECESSED FIXTURE PENDANT PAINTED GYPSUM BOARD CEILINGS TYPICAL, U.N.O. 2'-0" x 2'-0" SUSPENDED ACOUSTICAL LAY-IN CEILING SYSTEM MATERIALS SYMBOLS EXHAUST SUPPLY / FRESH RETURN / RELIEF LINEAR SUPPLY / FRESH LEGEND AIR GRILLES: LIGHT FINXTURES: 1. LEGAL: THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT ARE COMPOSED OF SETS OF DRAWINGS AND SPECIFICATIONS, AND THEREFORE SHALL BE USED AND MAINTAINED IN THEIR ENTIRETY. ANY CONTRACTOR, SUBCONTRACTOR, VENDOR OR PARTY PARTICIPATING IN OR BIDDING ON THIS PROJECT SHALL BE EXPECTED TO PERFORM DUE DILIGENCE TO ENSURE THEIR BID, WORK PERFORMED, AND MATERIALS PROVIDED CONFORMS TO THE INFORMATION PROVIDED WITHIN ANY AND ALL SHEETS OF DRAWINGS AND SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ANY SUBSEQUENT ADDENDA OR CLARIFICATIONS THAT MAY BE ISSUED RELEVANT TO THEIR SCOPE OF WORK. PROJECT SCOPE MAY BE DEFINED WITHIN SPECIFICATIONS AND/OR DRAWINGS. ADDITIONALLY, DRAWINGS MAY NOT BE RE-SCALED WHEN PRINTED, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE, AND LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ANY DEVIATION FROM OR CONFLICT WITHIN THE DRAWINGS AND/OR SPECIFICATIONS, MUST BE SUBMITTED TO AND APPROVED BY THE ARCHITECT BEFORE CONTINUING THAT PORTION OF WORK. 2. KEYNOTES: THE FIRST TWO NUMBERS REPRESENT THE RELATED CSI MASTER FORMAT DIVISION. THE SECOND SET OF NUMBERS REPRESENTS AN IDENTIFYING MARK VALUE. NOT ALL VALUES MAY BE USED OR OCCUR IN THE DOCUMENT SET. ADDITIONALLY, KEYNOTES RETAIN THEIR ASSIGNED VALUE UNIVERSALLY THROUGHOUT THE SET. THE KEYNOTES LISTED BELOW, REPRESENT THE KEYNOTES FOUND AND UTILIZED ON THIS SHEET AND EACH LIST WILL DIFFER RESPECTIVE TO ITS' SHEET. THEREFORE, BASED ON ACTUAL KEYNOTES UTILIZED ON A GIVEN SHEET OF DRAWINGS, GAPS IN THE SEQUENCING WILL OCCUR. 3. CONTRACTOR SHALL VERIFY LAY-OUT OF STRUCTURAL, MECHANICAL, AND ELECTRICAL. NOTIFY ARCHITECT OF ANY CONFLICTS. 4. ALL INTERIOR DIMENSIONS ARE TO/FROM FACE OF STUD / MASONRY. ALL EXTERIOR DIMENSIONS ARE TO/FROM FACE OF GRID/FOUNDATION. DIMENSIONS MARKED 'CLEAR' OR 'CLR' ARE FROM FACE OF FINISH TO FACE OF FINISH AND SHALL BE MAINTAINED AND CANNOT BE FIELD ADJUSTED WITHOUT PRIOR APPROVAL OF THE ARCHITECT. 5. FINISH TAG SEE A-691 LEGEND FOR FINISH LEGEND 6. CEILING HEIGHT IS B.O. FINISHED CEILING HEIGHT ABOVE FINISHED FLOOR 7. MEASUREMENTS SPECIFYING "EQ" = EQUAL LENGTH OR WIDTH TO FILL REMAINDER OF LENGTH REQUIRED 8. CEILINGS WITH NO DIRECT MEASUREMENTS, ASSUME CEILING TO BE EQUALLY DISTANCED ON ALL SIDES OF ROOM 9. FIXTURES IN OPEN TO STRUCTURE AREAS ARE DIMENSIONED FROM WALL OR CENTERLINE OF ROOM 10. LIGHT FIXTURES WITH NO DIMENSIONS ARE TO BE CENTERED ON ROOM UNLESS OTHERWISE NOTED 11. FIXTURES WITHIN A.C.T. TO BE CENTERED IN GRID UNLESS OTHERWISE NOTED 12. FIXTURES ON GRID SHALL BE IN LINE WITH GRID CENTER ON CENTER UNLESS OTHERWISE NOTED 13. MECHANICAL, ELECTRICAL, SPRINKLER AND DRAIN CONTRACTORS TO COORDINATE PRIOR TO CONSTRUCTION TO AVOID CONFLICTS BETWEEN SYSTEMS 14. ROLLER SHADES PER FINISH PLANS, COORDINATE MANUAL AND POWER LOCATIONS WITH THE ELECTRICAL AND FINISH PLANS. 15. FIRE SPRINKLER HEADS, MOTION DETECTORS, LIGHT SENSORS, ETC. ARE TO BE CENTERED IN THE GRID. GENERAL NOTES # X# © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 7 : 4 0 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 ENLARGED CEILING PLAN A-411.2 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 1/4" = 1'-0" A1 ENLARGED REFLECTED CEILING PLAN MARK DESCRIPTION 10.17 LAUNDRY CHUTE 23.05 NEW LINEAR AIR SUPPLY DIFFUSER IN EXISTING CEILING, PATCH AND REPAIR CEILING - SEE MECHANICAL KEYNOTES # NORTH M A R K : D A T E : D E S C R I P T I O N : RS RS FLOOR CEILING BASE WALL WALL WALL WALL C1 C1 INDICATES FINISH IS APPLIED TO AREA BETWEEN ARROWS INDICATES FINISH IS APPLIED TO FACE OF SURFACE(S) C1 FINISH TAG -INDICATES SPECIFIC APPLIED FINISH MILLWORK INDICATES A MANUAL ROLLER SHADE. 01 INDICATES SIGNAGE LOCATION ROOM FINISH TAG INDICATES A MOTORIZED ROLLER SHADE. LEGEND CG INDICATES CORNER GUARD C1 -CARPET C2 -CARPET • LEGAL: THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT ARE COMPOSED OF SETS OF DRAWINGS AND SPECIFICATIONS, AND THEREFORE SHALL BE USED AND MAINTAINED IN THEIR ENTIRETY. ANY CONTRACTOR, SUBCONTRACTOR, VENDOR OR PARTY PARTICIPATING IN OR BIDDING ON THIS PROJECT SHALL BE EXPECTED TO PERFORM DUE DILIGENCE TO ENSURE THEIR BID, WORK PERFORMED, AND MATERIALS PROVIDED CONFORMS TO THE INFORMATION PROVIDED WITHIN ANY AND ALL SHEETS OF DRAWINGS AND SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ANY SUBSEQUENT ADDENDA OR CLARIFICATIONS THAT MAY BE ISSUED RELEVANT TO THEIR SCOPE OF WORK. PROJECT SCOPE MAY BE DEFINED WITHIN SPECIFICATIONS AND/OR DRAWINGS. ADDITIONALLY, DRAWINGS MAY NOT BE RE-SCALED WHEN PRINTED, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE, AND LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ANY DEVIATION FROM OR CONFLICT WITHIN THE DRAWINGS AND/OR SPECIFICATIONS, MUST BE SUBMITTED TO AND APPROVED BY THE ARCHITECT BEFORE CONTINUING THAT PORTION OF WORK. • ROOM FINISH TAGS FOR EACH ROOM REPRESENT TYPICAL FINISHES. SPECIFIC WALLS IN SELECTED AREAS MAY HAVE MULTIPLE FINISHES WHICH WILL BE INDICATED IN INTERIOR ELEVATIONS. • SEE INTERIOR ELEVATIONS FOR ADDITIONAL FINISH INFORMATION • SEE REFLECTED CEILING PLANS FOR ADDITIONAL FINISH INFORMATION • FOR FINISH LEGEND SEE A-691 • CG (CORNER GUARD) SEE SPECIFICATIONS - COLOR TO BE SELECTED BY ARCHITECT • FLOOR MATERIAL TRANSITIONS WILL OCCUR BELOW DOORS. U.N.O. SEE TYPICAL TRANSITION DETAILS ON SHEET ??/??? • POLISHED OR SEALED CONCRETE DOES EXTEND UNDER CASEWORK OR MILLWORK • FLOOR COVERING DOES NOT EXTEND UNDER MILLWORK OR CASEWORK, U.N.O. • FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OF CASEWORK AND FINISH ASSEMBLIES • TILED WALLS TO BE FULL HEIGHT OF WALL, U.N.O. GENERAL NOTES 5 6 7 8 8 A B A.2 A.4 WAITING 030 CONFIRMATION #1 052 CONFIRMATION #2 030A C1 - B2 WC2WC2 WC2 WC2 - C1 CL1 B2 WC2WC2 WC2 WC2 C1 CL1 B2 WC2WC2 WC2 WC2 LAUNDRY CHUTE 026 C1 CL1 B1 P2P2 P2 P2 - TR1 © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 7 : 4 1 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 ENLARGED FINISH PLAN A-411.3 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 1/4" = 1'-0" A1 A-FP-1 - ENLARGED FINISH PLN M A R K : D A T E : D E S C R I P T I O N : 8 9 10 C D E F VESTIBULE 045 VESTIBULE 048 VESTIBULE 049 BOYS RESTROOM 042 BOY'S LOCKER 040 GIRL'S LOCKER 041GIRLS RESTROOM 043 VESTIBULE 044 FONT 046 045A A 046A A 043A A 042A A 048A A 046B A 1. LEGAL: THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT ARE COMPOSED OF SETS OF DRAWINGS AND SPECIFICATIONS, AND THEREFORE SHALL BE USED AND MAINTAINED IN THEIR ENTIRETY. ANY CONTRACTOR, SUBCONTRACTOR, VENDOR OR PARTY PARTICIPATING IN OR BIDDING ON THIS PROJECT SHALL BE EXPECTED TO PERFORM DUE DILIGENCE TO ENSURE THEIR BID, WORK PERFORMED, AND MATERIALS PROVIDED CONFORMS TO THE INFORMATION PROVIDED WITHIN ANY AND ALL SHEETS OF DRAWINGS AND SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ANY SUBSEQUENT ADDENDA OR CLARIFICATIONS THAT MAY BE ISSUED RELEVANT TO THEIR SCOPE OF WORK. PROJECT SCOPE MAY BE DEFINED WITHIN SPECIFICATIONS AND/OR DRAWINGS. ADDITIONALLY, DRAWINGS MAY NOT BE RE-SCALED WHEN PRINTED, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE, AND LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ANY DEVIATION FROM OR CONFLICT WITHIN THE DRAWINGS AND/OR SPECIFICATIONS, MUST BE SUBMITTED VIA REQUEST FOR INFORMATION (RFI) AND RESPONDED TO BY THE ARCHITECT BEFORE CONTINUING THAT PORTION OF WORK. 2. KEYNOTES: THE FIRST TWO NUMBERS REPRESENT THE RELATED CSI MASTER FORMAT DIVISION. THE SECOND SET OF NUMBERS REPRESENTS AN IDENTIFYING MARK VALUE. NOT ALL VALUES MAY BE USED OR OCCUR IN THE DOCUMENT SET. ADDITIONALLY, KEYNOTES RETAIN THEIR ASSIGNED VALUE UNIVERSALLY THROUGHOUT THE SET. THE KEYNOTES LISTED BELOW, REPRESENT THE KEYNOTES FOUND AND UTILIZED ON THIS SHEET AND EACH LIST WILL DIFFER RESPECTIVE TO ITS' SHEET. THEREFORE, BASED ON ACTUAL KEYNOTES UTILIZED ON A GIVEN SHEET OF DRAWINGS, GAPS IN THE SEQUENCING WILL OCCUR. 3. CONTRACTOR SHALL BE FAMILIARIZED WITH THE LAY-OUT OF STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. ANY QUESTIONS SHALL BE SUBMITTED VIA REQUEST FOR INFORMATION (RFI). 4. ALL INTERIOR DIMENSIONS ARE TO/FROM FACE OF STUD / MASONRY. ALL EXTERIOR DIMENSIONS ARE TO/FROM FACE OF GRID/FOUNDATION. DIMENSIONS MARKED 'CLEAR' OR 'CLR' ARE FROM FACE OF FINISH TO FACE OF FINISH AND SHALL BE MAINTAINED AND CANNOT BE FIELD ADJUSTED WITHOUT PRIOR APPROVAL OF THE ARCHITECT. 5. MIN CLEARANCE REQUIRED ON LATCH SIDE OF DOORS SHALL CONFORM TO ADA REQUIREMENTS: 6. HINGE SIDE OF DOORS AT PERPENDICULAR WALLS TO HAVE 3" STUD SECTION U.N.O 7. BLOCKING TO BE PROVIDED AT SHELVING, CASEWORK, RAILINGS, LIGHT FIXTURE, COUNTERTOP, ACCESSORIES AND MORE PER A-511 & A-512 8. PROVIDE CONTINUOUS WOOD BLOCKING OR METAL STRAPPING FOR ANY WALL MOUNTED OR SUPPORTED ITEMS. PROVIDE FIRE RATED BLOCKING FOR ANY FIRE RATED PARTITIONS PER A-511 & A-512 9. WALL TYPES SHOWN AS ARE SHOWN ON SHEET A-611. FOR OTHER WALLS SEE BUILDING AND WALL SECTIONS. FOR STANDARD STEEL STUD DETAILS SEE A-511 & A-512 10. ALIGN FURRED WALLS AND STUD WALL FINISH FACE TYPICAL. U.N.O. 11. SEE CODE PLAN FOR LOCATION SMOKE AND FIRE RATED PARTITIONS 12. SLOPE ALL SETTING BEDS TO FLOOR DRAINS U.N.O. 13. SEE CODE PLAN FOR SOUND WALL LOCATIONS ON SHEET G-003 18" MIN PULL SIDE 12" MIN PUSH SIDE 3" STUD SECTION # XXXX 6 6 7 7 D D E E FONT 04609.0209.02 C3 A-531 A3 A-531 1 1 2 2 D D FIRST AID ROOM 047 D4/A-412.1 047 B - - - P2P2 P2 P2 - 12.0112.01 4' - 6 " 12.0112.01 1 1 2 2 D D 12.0112.01 © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 7 : 4 3 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 ENLARGED PLAN W/ INTERIOR ELEVATIONS A-412.1 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 1/4" = 1'-0" A3 ENLARGED PLAN MARK DESCRIPTION 09.02 NEW FLOOR AND WALL TILE - SEE DETAIL A3/A-531 AND FINISH SCHEDULE FOR TILE TYPE AND LOCATION 12.01 RELOCATED CABINETS FROM OLD FIRST-AID ROOM KEYNOTES # GENERAL NOTES NORTH1/4" = 1'-0" A1 ENLARGED PLAN 1/4" = 1'-0" C1 ENLARGED PLAN 1/4" = 1'-0" D4 FIRST AID - SOUTH 1/4" = 1'-0" D1 FIRST AID - REFLECTED CEILING PLAN M A R K : D A T E : D E S C R I P T I O N : 5 6 7 8 A B C D A.2 MENS DRESSING 137 VESTIBULE 138 MENS RESTROOM 139 BOOTH 136 9' - 1 0 3 / 4 " 1' - 4 3 / 4 " 9'-4 7/8"2'-4"5'-0" INSTRUCTION C A145 INSTRUCTION A 141 INSTRUCTION B 142 CORRIDOR 140 S6A S3A S3B S3A S3B S3B A.4 C4 / A - 4 2 1 . 1 C1 / A - 4 2 1 . 1 D1 / A - 4 2 1 . 1 WAITING A144 ADMIN A143 A4 A-341 10.16 4' - 0 " S3A 9' - 7 1 / 4 " 3' - 3 " 6' - 3 5 / 8 " 4'-0" C2/A-421.1 D2 / A - 4 2 1 . 1 D3/A-421.1 D4 / A - 4 2 1 . 1 10.16 CLEAR 3'-5" A-421.1 A4 3' - 2 " 2' - 1 0 " 9' - 0 " 13 ' - 1 0 " 5' - 9 " 10.16 3'-0" 2' - 1 1 " 4' - 6 " S3B S3A 10.13 A5/A-421.1 23.04 23.0423.04 10.1610.16 10.16 10.1610.1610.1610.16 22.01 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 22.01 22.01 4'-0"4' - 0 " 4' - 0 " 4'-0" A-592 B2 1. LEGAL: THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT ARE COMPOSED OF SETS OF DRAWINGS AND SPECIFICATIONS, AND THEREFORE SHALL BE USED AND MAINTAINED IN THEIR ENTIRETY. ANY CONTRACTOR, SUBCONTRACTOR, VENDOR OR PARTY PARTICIPATING IN OR BIDDING ON THIS PROJECT SHALL BE EXPECTED TO PERFORM DUE DILIGENCE TO ENSURE THEIR BID, WORK PERFORMED, AND MATERIALS PROVIDED CONFORMS TO THE INFORMATION PROVIDED WITHIN ANY AND ALL SHEETS OF DRAWINGS AND SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ANY SUBSEQUENT ADDENDA OR CLARIFICATIONS THAT MAY BE ISSUED RELEVANT TO THEIR SCOPE OF WORK. PROJECT SCOPE MAY BE DEFINED WITHIN SPECIFICATIONS AND/OR DRAWINGS. ADDITIONALLY, DRAWINGS MAY NOT BE RE-SCALED WHEN PRINTED, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE, AND LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ANY DEVIATION FROM OR CONFLICT WITHIN THE DRAWINGS AND/OR SPECIFICATIONS, MUST BE SUBMITTED VIA REQUEST FOR INFORMATION (RFI) AND RESPONDED TO BY THE ARCHITECT BEFORE CONTINUING THAT PORTION OF WORK. 2. KEYNOTES: THE FIRST TWO NUMBERS REPRESENT THE RELATED CSI MASTER FORMAT DIVISION. THE SECOND SET OF NUMBERS REPRESENTS AN IDENTIFYING MARK VALUE. NOT ALL VALUES MAY BE USED OR OCCUR IN THE DOCUMENT SET. ADDITIONALLY, KEYNOTES RETAIN THEIR ASSIGNED VALUE UNIVERSALLY THROUGHOUT THE SET. THE KEYNOTES LISTED BELOW, REPRESENT THE KEYNOTES FOUND AND UTILIZED ON THIS SHEET AND EACH LIST WILL DIFFER RESPECTIVE TO ITS' SHEET. THEREFORE, BASED ON ACTUAL KEYNOTES UTILIZED ON A GIVEN SHEET OF DRAWINGS, GAPS IN THE SEQUENCING WILL OCCUR. 3. CONTRACTOR SHALL BE FAMILIARIZED WITH THE LAY-OUT OF STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. ANY QUESTIONS SHALL BE SUBMITTED VIA REQUEST FOR INFORMATION (RFI). 4. ALL INTERIOR DIMENSIONS ARE TO/FROM FACE OF STUD / MASONRY. ALL EXTERIOR DIMENSIONS ARE TO/FROM FACE OF GRID/FOUNDATION. DIMENSIONS MARKED 'CLEAR' OR 'CLR' ARE FROM FACE OF FINISH TO FACE OF FINISH AND SHALL BE MAINTAINED AND CANNOT BE FIELD ADJUSTED WITHOUT PRIOR APPROVAL OF THE ARCHITECT. 5. MIN CLEARANCE REQUIRED ON LATCH SIDE OF DOORS SHALL CONFORM TO ADA REQUIREMENTS: 6. HINGE SIDE OF DOORS AT PERPENDICULAR WALLS TO HAVE 3" STUD SECTION U.N.O 7. BLOCKING TO BE PROVIDED AT SHELVING, CASEWORK, RAILINGS, LIGHT FIXTURE, COUNTERTOP, ACCESSORIES AND MORE PER A-511 & A-512 8. PROVIDE CONTINUOUS WOOD BLOCKING OR METAL STRAPPING FOR ANY WALL MOUNTED OR SUPPORTED ITEMS. PROVIDE FIRE RATED BLOCKING FOR ANY FIRE RATED PARTITIONS PER A-511 & A-512 9. WALL TYPES SHOWN AS ARE SHOWN ON SHEET A-611. FOR OTHER WALLS SEE BUILDING AND WALL SECTIONS. FOR STANDARD STEEL STUD DETAILS SEE A-511 & A-512 10. ALIGN FURRED WALLS AND STUD WALL FINISH FACE TYPICAL. U.N.O. 11. SEE CODE PLAN FOR LOCATION SMOKE AND FIRE RATED PARTITIONS 12. SLOPE ALL SETTING BEDS TO FLOOR DRAINS U.N.O. 13. SEE CODE PLAN FOR SOUND WALL LOCATIONS ON SHEET G-003 18" MIN PULL SIDE 12" MIN PUSH SIDE 3" STUD SECTION # XXXX 31W34H19D /A5 A-591 24W34H19D21W34H8D /B1 A-591/C1 A-591 OPEN TYP. B5 A-592 TYP. B4 A-592 TYP. A5 A-592 C5 A-591 A-592 C2 A-592 A2 TYP. B2 A-592 WC1 WC1 A-591 B2 A-592 B4 TYP. TYP. B5 A-592 TYP. A5 A-592 6' - 1 0 " RELOCATED CASEWORK A-592 C2 B2 A-592 A-592 A2 TYP. WC1 OPEN 30W78H24D /A3 A-591 A-592 B4 TYP. C5 A-591 TYP. B5 A-592 TYP. A5 A-592 WC1 15W29H24D /B5 A-591 TYP. B5 A-592 TYP. A5 A-592 10.13 WC1 OPEN 1' - 8 " 4' - 0 " 10"2'-7 1/4" TYP. A5 A-592 TYP. B5 A-592 10.15 10.13 WC1 7' - 0 " 6'-0"1'-2" 4'-0"6"2'-4" TYP. B5 A-592 TYP. A5 A-592 10.14 10.14 10.0510.05 10.13 23.04 7' - 0 " WC1 4' - 0 " TYP. A5 A-592 TYP. B5 A-592 10.13 7' - 0 " WC1 7 B A.4 C3 / A - 4 2 1 . 1 2' - 1 1 " 4' - 6 " 6 1/8"3'-0" A5/A-421.1 OPEN WC1 WC1 TYP. B5 A-592 TYP. A5 A-592 C2 A-592 B2 A-592 A-591 C2 © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 7 : 4 7 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 ENLARGED PLAN W/ INTERIOR ELEVATIONS A-421.1 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 1/4" = 1'-0" A1 ENLARGED PLAN MEN'S DRESSING - 137 MARK DESCRIPTION 10.05 GRAB BAR - LENGTH INDICATED ON PLAN - CONTRACTOR FURNISHED, CONTRACTOR INSTALLED - PROVIDE BLOCKING AT ATTACHMENT 10.13 CURTAIN FRAME - SEE DETAILS ON SHEET A-531 10.14 CLIP BOARD - NIC 10.15 TOWEL RING - NIC 10.16 NEW LOCKER PARTITION 22.01 PEDESTAL SINK BASIN - SEE SHEET A-531 FOR DETAILS - SEE MECHANICAL PIPE PLANS FOR ADDITIONAL DETAILS 23.04 LOW RETURN DECORATIVE GRILLE REGISTER, LOCATED IN NEW WALL FRAMING, SEE MECHANICAL KEYNOTES # GENERAL NOTES NORTH 1/4" = 1'-0" C4 INTERIOR ELEVATION DRESSING - 1371/4" = 1'-0" C1 INTERIOR ELEVATION DRESSING - 137 / WAITING - A144 1/4" = 1'-0" D1 INTERIOR ELEVATION DRESSING - 137 / WAITING - A144 1/4" = 1'-0" C3 INTERIOR ELEVATION ADMIN - A1431/4" = 1'-0" C2 INTERIOR ELEVATION INSTRUCTION C - A145 1/4" = 1'-0" D2 INTERIOR ELEVATION INSTRUCTION C - A145 1/4" = 1'-0" D3 INTERIOR ELEVATION INSTRUCTION C - A145 1/4" = 1'-0" D4 INTERIOR ELEVATION INSTRUCTION C - A145 1/2" = 1'-0" A4 ENLARGED PLAN ADMIN - A143 1/4" = 1'-0" A5 INTERIOR ELEVATION ADMIN - 143 WAITING - A144 M A R K : D A T E : D E S C R I P T I O N : 5 6 7 8 A B C D A.2 A.4 6" 6" TY P 11 " TYP 11" 11'-2" 11'-5" 11'-5" 11'-4 1/2" 1'-0" 1' - 0 " 1' - 0 " 6"6" 6" 6" TY P 11 " TYP 11" 7'-2" 7'-2" 7'-2" 7'-2" 09.05 1'-0" 1' - 0 " 11'-4 1/2" 7'-0" 11'-2" 1' - 0 " 1'-0" 7'-0" C5 A-531 C5 A-531 C5 A-531 C5 A-531 RECESSED FIXTURE PENDANT PAINTED GYPSUM BOARD CEILINGS TYPICAL, U.N.O. 2'-0" x 2'-0" SUSPENDED ACOUSTICAL LAY-IN CEILING SYSTEM MATERIALS SYMBOLS EXHAUST SUPPLY / FRESH RETURN / RELIEF LINEAR SUPPLY / FRESH LEGEND AIR GRILLES: LIGHT FINXTURES: 1. LEGAL: THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT ARE COMPOSED OF SETS OF DRAWINGS AND SPECIFICATIONS, AND THEREFORE SHALL BE USED AND MAINTAINED IN THEIR ENTIRETY. ANY CONTRACTOR, SUBCONTRACTOR, VENDOR OR PARTY PARTICIPATING IN OR BIDDING ON THIS PROJECT SHALL BE EXPECTED TO PERFORM DUE DILIGENCE TO ENSURE THEIR BID, WORK PERFORMED, AND MATERIALS PROVIDED CONFORMS TO THE INFORMATION PROVIDED WITHIN ANY AND ALL SHEETS OF DRAWINGS AND SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ANY SUBSEQUENT ADDENDA OR CLARIFICATIONS THAT MAY BE ISSUED RELEVANT TO THEIR SCOPE OF WORK. PROJECT SCOPE MAY BE DEFINED WITHIN SPECIFICATIONS AND/OR DRAWINGS. ADDITIONALLY, DRAWINGS MAY NOT BE RE-SCALED WHEN PRINTED, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE, AND LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ANY DEVIATION FROM OR CONFLICT WITHIN THE DRAWINGS AND/OR SPECIFICATIONS, MUST BE SUBMITTED TO AND APPROVED BY THE ARCHITECT BEFORE CONTINUING THAT PORTION OF WORK. 2. KEYNOTES: THE FIRST TWO NUMBERS REPRESENT THE RELATED CSI MASTER FORMAT DIVISION. THE SECOND SET OF NUMBERS REPRESENTS AN IDENTIFYING MARK VALUE. NOT ALL VALUES MAY BE USED OR OCCUR IN THE DOCUMENT SET. ADDITIONALLY, KEYNOTES RETAIN THEIR ASSIGNED VALUE UNIVERSALLY THROUGHOUT THE SET. THE KEYNOTES LISTED BELOW, REPRESENT THE KEYNOTES FOUND AND UTILIZED ON THIS SHEET AND EACH LIST WILL DIFFER RESPECTIVE TO ITS' SHEET. THEREFORE, BASED ON ACTUAL KEYNOTES UTILIZED ON A GIVEN SHEET OF DRAWINGS, GAPS IN THE SEQUENCING WILL OCCUR. 3. CONTRACTOR SHALL VERIFY LAY-OUT OF STRUCTURAL, MECHANICAL, AND ELECTRICAL. NOTIFY ARCHITECT OF ANY CONFLICTS. 4. ALL INTERIOR DIMENSIONS ARE TO/FROM FACE OF STUD / MASONRY. ALL EXTERIOR DIMENSIONS ARE TO/FROM FACE OF GRID/FOUNDATION. DIMENSIONS MARKED 'CLEAR' OR 'CLR' ARE FROM FACE OF FINISH TO FACE OF FINISH AND SHALL BE MAINTAINED AND CANNOT BE FIELD ADJUSTED WITHOUT PRIOR APPROVAL OF THE ARCHITECT. 5. FINISH TAG SEE A-691 LEGEND FOR FINISH LEGEND 6. CEILING HEIGHT IS B.O. FINISHED CEILING HEIGHT ABOVE FINISHED FLOOR 7. MEASUREMENTS SPECIFYING "EQ" = EQUAL LENGTH OR WIDTH TO FILL REMAINDER OF LENGTH REQUIRED 8. CEILINGS WITH NO DIRECT MEASUREMENTS, ASSUME CEILING TO BE EQUALLY DISTANCED ON ALL SIDES OF ROOM 9. FIXTURES IN OPEN TO STRUCTURE AREAS ARE DIMENSIONED FROM WALL OR CENTERLINE OF ROOM 10. LIGHT FIXTURES WITH NO DIMENSIONS ARE TO BE CENTERED ON ROOM UNLESS OTHERWISE NOTED 11. FIXTURES WITHIN A.C.T. TO BE CENTERED IN GRID UNLESS OTHERWISE NOTED 12. FIXTURES ON GRID SHALL BE IN LINE WITH GRID CENTER ON CENTER UNLESS OTHERWISE NOTED 13. MECHANICAL, ELECTRICAL, SPRINKLER AND DRAIN CONTRACTORS TO COORDINATE PRIOR TO CONSTRUCTION TO AVOID CONFLICTS BETWEEN SYSTEMS 14. ROLLER SHADES PER FINISH PLANS, COORDINATE MANUAL AND POWER LOCATIONS WITH THE ELECTRICAL AND FINISH PLANS. 15. FIRE SPRINKLER HEADS, MOTION DETECTORS, LIGHT SENSORS, ETC. ARE TO BE CENTERED IN THE GRID. GENERAL NOTES # X# © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 7 : 4 9 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 ENLARGED CEILING PLAN A-421.2 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 1/4" = 1'-0" A1 ENLARGED CEILING PLAN MARK DESCRIPTION 09.05 PATCH AND REPAIR CEILING TO MATCH ADJACENT KEYNOTES # NORTH M A R K : D A T E : D E S C R I P T I O N : RS RS FLOOR CEILING BASE WALL WALL WALL WALL C1 C1 INDICATES FINISH IS APPLIED TO AREA BETWEEN ARROWS INDICATES FINISH IS APPLIED TO FACE OF SURFACE(S) C1 FINISH TAG -INDICATES SPECIFIC APPLIED FINISH MILLWORK INDICATES A MANUAL ROLLER SHADE. 01 INDICATES SIGNAGE LOCATION ROOM FINISH TAG INDICATES A MOTORIZED ROLLER SHADE. LEGEND CG INDICATES CORNER GUARD C1 -CARPET C2 -CARPET • LEGAL: THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT ARE COMPOSED OF SETS OF DRAWINGS AND SPECIFICATIONS, AND THEREFORE SHALL BE USED AND MAINTAINED IN THEIR ENTIRETY. ANY CONTRACTOR, SUBCONTRACTOR, VENDOR OR PARTY PARTICIPATING IN OR BIDDING ON THIS PROJECT SHALL BE EXPECTED TO PERFORM DUE DILIGENCE TO ENSURE THEIR BID, WORK PERFORMED, AND MATERIALS PROVIDED CONFORMS TO THE INFORMATION PROVIDED WITHIN ANY AND ALL SHEETS OF DRAWINGS AND SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ANY SUBSEQUENT ADDENDA OR CLARIFICATIONS THAT MAY BE ISSUED RELEVANT TO THEIR SCOPE OF WORK. PROJECT SCOPE MAY BE DEFINED WITHIN SPECIFICATIONS AND/OR DRAWINGS. ADDITIONALLY, DRAWINGS MAY NOT BE RE-SCALED WHEN PRINTED, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE, AND LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ANY DEVIATION FROM OR CONFLICT WITHIN THE DRAWINGS AND/OR SPECIFICATIONS, MUST BE SUBMITTED TO AND APPROVED BY THE ARCHITECT BEFORE CONTINUING THAT PORTION OF WORK. • ROOM FINISH TAGS FOR EACH ROOM REPRESENT TYPICAL FINISHES. SPECIFIC WALLS IN SELECTED AREAS MAY HAVE MULTIPLE FINISHES WHICH WILL BE INDICATED IN INTERIOR ELEVATIONS. • SEE INTERIOR ELEVATIONS FOR ADDITIONAL FINISH INFORMATION • SEE REFLECTED CEILING PLANS FOR ADDITIONAL FINISH INFORMATION • FOR FINISH LEGEND SEE A-691 • CG (CORNER GUARD) SEE SPECIFICATIONS - COLOR TO BE SELECTED BY ARCHITECT • FLOOR MATERIAL TRANSITIONS WILL OCCUR BELOW DOORS. U.N.O. SEE TYPICAL TRANSITION DETAILS ON SHEET ??/??? • POLISHED OR SEALED CONCRETE DOES EXTEND UNDER CASEWORK OR MILLWORK • FLOOR COVERING DOES NOT EXTEND UNDER MILLWORK OR CASEWORK, U.N.O. • FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OF CASEWORK AND FINISH ASSEMBLIES • TILED WALLS TO BE FULL HEIGHT OF WALL, U.N.O. GENERAL NOTES 5 6 7 8 A B C A.2 A.4 MENS DRESSING 137 BOOTH 136 VESTIBULE 138 MENS RESTROOM 139 WAITING A144 INSTRUCTION C A145 CORRIDOR 140 INSTRUCTION B 142 INSTRUCTION A 141 ADMIN A143 C3 CL1 B2 WC1WC1 WC1 WC1 - C3 CL1 B2 WC1WC1 WC1 WC1 - C3 CL1 B2 WC1WC1 WC1 WC1 C3 CL1 B2 WC1WC1 WC1 WC1 C3 CL1 B2 WC1WC1 WC1 WC1 C3 CL1 B2 WC1WC1 WC1 WC1 FB2 FB2 FB2 P2 P2 © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 7 : 5 4 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 ENLARGED FINISH PLAN A-421.3 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 1/4" = 1'-0" A1 A-FP-2 - ENLARGED FINISH PLN - MEN'S DRESSING M A R K : D A T E : D E S C R I P T I O N : 4 5 6 7 H F G S6G S6G S3A S3B S3B S6G 1'-10" 2' - 5 1 / 2 " 8 5 / 8 " 3' - 5 3 / 4 " 8 5 / 8 " 5' - 5 " 9' - 7 1 / 4 " 5'-3 5/8" C1 / A - 4 2 2 . 1 C4/A-422.1 C2 / A - 4 2 2 . 1 C3/A-422.1 D4/A-422.1 4'-3" INSTRUCTION B 124 CORRIDOR 122 INSTRUCTION A 123 CORRIDOR A125 INSTRUCTION C A126 WOMEN'S DRESSING 120 9'-0 5/8" 4'-0" 4' - 0 " D3/A-422.1 D2 / A - 4 2 2 . 1 D1/A-422.1 1'-8" 2' - 2 " 10.16 3' - 0 1 / 8 " 22.01 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 22.01 22.01 4'-0" 4' - 0 " 4' - 0 " 4'-0" A-592 B2 4'-3" 4' - 3 " 1. LEGAL: THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT ARE COMPOSED OF SETS OF DRAWINGS AND SPECIFICATIONS, AND THEREFORE SHALL BE USED AND MAINTAINED IN THEIR ENTIRETY. ANY CONTRACTOR, SUBCONTRACTOR, VENDOR OR PARTY PARTICIPATING IN OR BIDDING ON THIS PROJECT SHALL BE EXPECTED TO PERFORM DUE DILIGENCE TO ENSURE THEIR BID, WORK PERFORMED, AND MATERIALS PROVIDED CONFORMS TO THE INFORMATION PROVIDED WITHIN ANY AND ALL SHEETS OF DRAWINGS AND SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ANY SUBSEQUENT ADDENDA OR CLARIFICATIONS THAT MAY BE ISSUED RELEVANT TO THEIR SCOPE OF WORK. PROJECT SCOPE MAY BE DEFINED WITHIN SPECIFICATIONS AND/OR DRAWINGS. ADDITIONALLY, DRAWINGS MAY NOT BE RE-SCALED WHEN PRINTED, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE, AND LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ANY DEVIATION FROM OR CONFLICT WITHIN THE DRAWINGS AND/OR SPECIFICATIONS, MUST BE SUBMITTED VIA REQUEST FOR INFORMATION (RFI) AND RESPONDED TO BY THE ARCHITECT BEFORE CONTINUING THAT PORTION OF WORK. 2. KEYNOTES: THE FIRST TWO NUMBERS REPRESENT THE RELATED CSI MASTER FORMAT DIVISION. THE SECOND SET OF NUMBERS REPRESENTS AN IDENTIFYING MARK VALUE. NOT ALL VALUES MAY BE USED OR OCCUR IN THE DOCUMENT SET. ADDITIONALLY, KEYNOTES RETAIN THEIR ASSIGNED VALUE UNIVERSALLY THROUGHOUT THE SET. THE KEYNOTES LISTED BELOW, REPRESENT THE KEYNOTES FOUND AND UTILIZED ON THIS SHEET AND EACH LIST WILL DIFFER RESPECTIVE TO ITS' SHEET. THEREFORE, BASED ON ACTUAL KEYNOTES UTILIZED ON A GIVEN SHEET OF DRAWINGS, GAPS IN THE SEQUENCING WILL OCCUR. 3. CONTRACTOR SHALL BE FAMILIARIZED WITH THE LAY-OUT OF STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. ANY QUESTIONS SHALL BE SUBMITTED VIA REQUEST FOR INFORMATION (RFI). 4. ALL INTERIOR DIMENSIONS ARE TO/FROM FACE OF STUD / MASONRY. ALL EXTERIOR DIMENSIONS ARE TO/FROM FACE OF GRID/FOUNDATION. DIMENSIONS MARKED 'CLEAR' OR 'CLR' ARE FROM FACE OF FINISH TO FACE OF FINISH AND SHALL BE MAINTAINED AND CANNOT BE FIELD ADJUSTED WITHOUT PRIOR APPROVAL OF THE ARCHITECT. 5. MIN CLEARANCE REQUIRED ON LATCH SIDE OF DOORS SHALL CONFORM TO ADA REQUIREMENTS: 6. HINGE SIDE OF DOORS AT PERPENDICULAR WALLS TO HAVE 3" STUD SECTION U.N.O 7. BLOCKING TO BE PROVIDED AT SHELVING, CASEWORK, RAILINGS, LIGHT FIXTURE, COUNTERTOP, ACCESSORIES AND MORE PER A-511 & A-512 8. PROVIDE CONTINUOUS WOOD BLOCKING OR METAL STRAPPING FOR ANY WALL MOUNTED OR SUPPORTED ITEMS. PROVIDE FIRE RATED BLOCKING FOR ANY FIRE RATED PARTITIONS PER A-511 & A-512 9. WALL TYPES SHOWN AS ARE SHOWN ON SHEET A-611. FOR OTHER WALLS SEE BUILDING AND WALL SECTIONS. FOR STANDARD STEEL STUD DETAILS SEE A-511 & A-512 10. ALIGN FURRED WALLS AND STUD WALL FINISH FACE TYPICAL. U.N.O. 11. SEE CODE PLAN FOR LOCATION SMOKE AND FIRE RATED PARTITIONS 12. SLOPE ALL SETTING BEDS TO FLOOR DRAINS U.N.O. 13. SEE CODE PLAN FOR SOUND WALL LOCATIONS ON SHEET G-003 18" MIN PULL SIDE 12" MIN PUSH SIDE 3" STUD SECTION # XXXX OPEN 10.13 TYP. A5 A-592 TYP. B5 A-592 A-591 C2 C2 A-592 B2 A-592 A-592 A2 TYP. TYP. A5 A-592 7' - 0 " 10.13 TYP. A5 A-592 TYP. B5 A-592 4' - 0 " 1'-2"6'-0" 4'-0"6"2'-4" 10.14 10.0510.05 10.14OPEN 10.13 TYP. B5 A-592 7' - 0 " 2'-2"10" 4' - 0 " 1' - 8 " 10.15 10.14 10.13 TYP. A5 A-592 TYP. B5 A-592 OPEN C5 A-591 TYP. A5 A-592 TYP. B5 A-592 21W29H24D /B5 A-591 EQ EQ 7' - 0 " TYP. B5 A-592 TYP. B5 A-592 TYP. A5 A-592 OPEN OPEN A-591 A2 A-592 B4 TYP. 7' - 2 " TYP. B4 A-592 OPEN7' - 0 " TYP. B5 A-592 © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 7 : 5 7 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 ENLARGED PLAN W/ INTERIOR ELEVATIONS A-422.1 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 1/4" = 1'-0" A1 ENLARGED PLAN MARK DESCRIPTION 10.05 GRAB BAR - LENGTH INDICATED ON PLAN - CONTRACTOR FURNISHED, CONTRACTOR INSTALLED - PROVIDE BLOCKING AT ATTACHMENT 10.13 CURTAIN FRAME - SEE DETAILS ON SHEET A-531 10.14 CLIP BOARD - NIC 10.15 TOWEL RING - NIC 10.16 NEW LOCKER PARTITION 22.01 PEDESTAL SINK BASIN - SEE SHEET A-531 FOR DETAILS - SEE MECHANICAL PIPE PLANS FOR ADDITIONAL DETAILS KEYNOTES # GENERAL NOTES NORTH 1/4" = 1'-0" C1 INTERIOR ELEVATION CORRIDOR - A125 / INSTRUCTION D - A126 1/4" = 1'-0" C4 INTERIOR ELEVATION INSTRUCTION D - A1261/4" = 1'-0" C2 INTERIOR ELEVATION CORRIDOR - A125 / INSTRUCTION D - A126 1/4" = 1'-0" C3 INTERIOR ELEVATION INSTRUCTION D - A126 1/4" = 1'-0" D4 INTERIOR ELEVATION CORRIDOR - A1251/4" = 1'-0" D3 INTERIOR ELEVATION CORRIDOR - 122 & A1251/4" = 1'-0" D2 INTERIOR ELEVATION INSTRUCTION D - 123 & CORRIDOR - 1221/4" = 1'-0" D1 INTERIOR ELEVATION INSTRUCTION D - 124 & CORRIDOR - 122 M A R K : D A T E : D E S C R I P T I O N : 4 5 6 7 H F G 1' - 0 " 1'-0"1'-0" 1' - 0 " TY P 11 " TYP 11" 6" 6" 6" 6" 1' - 0 " 1'-0"1'-0" 1' - 0 " 6" 6" 3"3" TYP 11" TY P 11 " 11'-5"11'-2" 7'-2" 11'-5" 11'-2" 7'-0" 7'-2" 7'-2" TY P 11 " TYP 11" 2'-4" TY P 11 " 11'-4 1/2" C5 A-531 C5 A-531 C5 A-531 09.05 RECESSED FIXTURE PENDANT PAINTED GYPSUM BOARD CEILINGS TYPICAL, U.N.O. 2'-0" x 2'-0" SUSPENDED ACOUSTICAL LAY-IN CEILING SYSTEM MATERIALS SYMBOLS EXHAUST SUPPLY / FRESH RETURN / RELIEF LINEAR SUPPLY / FRESH LEGEND AIR GRILLES: LIGHT FINXTURES: 1. LEGAL: THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT ARE COMPOSED OF SETS OF DRAWINGS AND SPECIFICATIONS, AND THEREFORE SHALL BE USED AND MAINTAINED IN THEIR ENTIRETY. ANY CONTRACTOR, SUBCONTRACTOR, VENDOR OR PARTY PARTICIPATING IN OR BIDDING ON THIS PROJECT SHALL BE EXPECTED TO PERFORM DUE DILIGENCE TO ENSURE THEIR BID, WORK PERFORMED, AND MATERIALS PROVIDED CONFORMS TO THE INFORMATION PROVIDED WITHIN ANY AND ALL SHEETS OF DRAWINGS AND SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ANY SUBSEQUENT ADDENDA OR CLARIFICATIONS THAT MAY BE ISSUED RELEVANT TO THEIR SCOPE OF WORK. PROJECT SCOPE MAY BE DEFINED WITHIN SPECIFICATIONS AND/OR DRAWINGS. ADDITIONALLY, DRAWINGS MAY NOT BE RE-SCALED WHEN PRINTED, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE, AND LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ANY DEVIATION FROM OR CONFLICT WITHIN THE DRAWINGS AND/OR SPECIFICATIONS, MUST BE SUBMITTED TO AND APPROVED BY THE ARCHITECT BEFORE CONTINUING THAT PORTION OF WORK. 2. KEYNOTES: THE FIRST TWO NUMBERS REPRESENT THE RELATED CSI MASTER FORMAT DIVISION. THE SECOND SET OF NUMBERS REPRESENTS AN IDENTIFYING MARK VALUE. NOT ALL VALUES MAY BE USED OR OCCUR IN THE DOCUMENT SET. ADDITIONALLY, KEYNOTES RETAIN THEIR ASSIGNED VALUE UNIVERSALLY THROUGHOUT THE SET. THE KEYNOTES LISTED BELOW, REPRESENT THE KEYNOTES FOUND AND UTILIZED ON THIS SHEET AND EACH LIST WILL DIFFER RESPECTIVE TO ITS' SHEET. THEREFORE, BASED ON ACTUAL KEYNOTES UTILIZED ON A GIVEN SHEET OF DRAWINGS, GAPS IN THE SEQUENCING WILL OCCUR. 3. CONTRACTOR SHALL VERIFY LAY-OUT OF STRUCTURAL, MECHANICAL, AND ELECTRICAL. NOTIFY ARCHITECT OF ANY CONFLICTS. 4. ALL INTERIOR DIMENSIONS ARE TO/FROM FACE OF STUD / MASONRY. ALL EXTERIOR DIMENSIONS ARE TO/FROM FACE OF GRID/FOUNDATION. DIMENSIONS MARKED 'CLEAR' OR 'CLR' ARE FROM FACE OF FINISH TO FACE OF FINISH AND SHALL BE MAINTAINED AND CANNOT BE FIELD ADJUSTED WITHOUT PRIOR APPROVAL OF THE ARCHITECT. 5. FINISH TAG SEE A-691 LEGEND FOR FINISH LEGEND 6. CEILING HEIGHT IS B.O. FINISHED CEILING HEIGHT ABOVE FINISHED FLOOR 7. MEASUREMENTS SPECIFYING "EQ" = EQUAL LENGTH OR WIDTH TO FILL REMAINDER OF LENGTH REQUIRED 8. CEILINGS WITH NO DIRECT MEASUREMENTS, ASSUME CEILING TO BE EQUALLY DISTANCED ON ALL SIDES OF ROOM 9. FIXTURES IN OPEN TO STRUCTURE AREAS ARE DIMENSIONED FROM WALL OR CENTERLINE OF ROOM 10. LIGHT FIXTURES WITH NO DIMENSIONS ARE TO BE CENTERED ON ROOM UNLESS OTHERWISE NOTED 11. FIXTURES WITHIN A.C.T. TO BE CENTERED IN GRID UNLESS OTHERWISE NOTED 12. FIXTURES ON GRID SHALL BE IN LINE WITH GRID CENTER ON CENTER UNLESS OTHERWISE NOTED 13. MECHANICAL, ELECTRICAL, SPRINKLER AND DRAIN CONTRACTORS TO COORDINATE PRIOR TO CONSTRUCTION TO AVOID CONFLICTS BETWEEN SYSTEMS 14. ROLLER SHADES PER FINISH PLANS, COORDINATE MANUAL AND POWER LOCATIONS WITH THE ELECTRICAL AND FINISH PLANS. 15. FIRE SPRINKLER HEADS, MOTION DETECTORS, LIGHT SENSORS, ETC. ARE TO BE CENTERED IN THE GRID. GENERAL NOTES # X# © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 7 : 5 8 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 ENLARGED CEILING PLAN A-422.2 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 1/4" = 1'-0" A1 ENLARGED CEILING PLAN MARK DESCRIPTION 09.05 PATCH AND REPAIR CEILING TO MATCH ADJACENT KEYNOTES # NORTH M A R K : D A T E : D E S C R I P T I O N : RS RS FLOOR CEILING BASE WALL WALL WALL WALL C1 C1 INDICATES FINISH IS APPLIED TO AREA BETWEEN ARROWS INDICATES FINISH IS APPLIED TO FACE OF SURFACE(S) C1 FINISH TAG -INDICATES SPECIFIC APPLIED FINISH MILLWORK INDICATES A MANUAL ROLLER SHADE. 01 INDICATES SIGNAGE LOCATION ROOM FINISH TAG INDICATES A MOTORIZED ROLLER SHADE. LEGEND CG INDICATES CORNER GUARD C1 -CARPET C2 -CARPET • LEGAL: THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT ARE COMPOSED OF SETS OF DRAWINGS AND SPECIFICATIONS, AND THEREFORE SHALL BE USED AND MAINTAINED IN THEIR ENTIRETY. ANY CONTRACTOR, SUBCONTRACTOR, VENDOR OR PARTY PARTICIPATING IN OR BIDDING ON THIS PROJECT SHALL BE EXPECTED TO PERFORM DUE DILIGENCE TO ENSURE THEIR BID, WORK PERFORMED, AND MATERIALS PROVIDED CONFORMS TO THE INFORMATION PROVIDED WITHIN ANY AND ALL SHEETS OF DRAWINGS AND SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ANY SUBSEQUENT ADDENDA OR CLARIFICATIONS THAT MAY BE ISSUED RELEVANT TO THEIR SCOPE OF WORK. PROJECT SCOPE MAY BE DEFINED WITHIN SPECIFICATIONS AND/OR DRAWINGS. ADDITIONALLY, DRAWINGS MAY NOT BE RE-SCALED WHEN PRINTED, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE, AND LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ANY DEVIATION FROM OR CONFLICT WITHIN THE DRAWINGS AND/OR SPECIFICATIONS, MUST BE SUBMITTED TO AND APPROVED BY THE ARCHITECT BEFORE CONTINUING THAT PORTION OF WORK. • ROOM FINISH TAGS FOR EACH ROOM REPRESENT TYPICAL FINISHES. SPECIFIC WALLS IN SELECTED AREAS MAY HAVE MULTIPLE FINISHES WHICH WILL BE INDICATED IN INTERIOR ELEVATIONS. • SEE INTERIOR ELEVATIONS FOR ADDITIONAL FINISH INFORMATION • SEE REFLECTED CEILING PLANS FOR ADDITIONAL FINISH INFORMATION • FOR FINISH LEGEND SEE A-691 • CG (CORNER GUARD) SEE SPECIFICATIONS - COLOR TO BE SELECTED BY ARCHITECT • FLOOR MATERIAL TRANSITIONS WILL OCCUR BELOW DOORS. U.N.O. SEE TYPICAL TRANSITION DETAILS ON SHEET ??/??? • POLISHED OR SEALED CONCRETE DOES EXTEND UNDER CASEWORK OR MILLWORK • FLOOR COVERING DOES NOT EXTEND UNDER MILLWORK OR CASEWORK, U.N.O. • FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OF CASEWORK AND FINISH ASSEMBLIES • TILED WALLS TO BE FULL HEIGHT OF WALL, U.N.O. GENERAL NOTES 4 5 6 7 H F G WOMEN'S DRESSING 120 INSTRUCTION C A126 INSTRUCTION A 123 INSTRUCTION B 124 CORRIDOR 122 CORRIDOR A125 - - - -- - - - C3 CL1 B2 WC1WC1 WC1 WC1 C3 CL1 B2 WC1WC1 WC1 WC1 C3 CL1 B2 WC1WC1 WC1 WC1 C3 CL1 B2 WC1WC1 WC1 WC1 C3 CL1 B2 WC1WC1 WC1 WC1 FB1 FB1 P2 P2 © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 8 : 0 3 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 ENLARGED FINISH PLAN A-422.3 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 1/4" = 1'-0" A1 A-FP-2 - ENLARGED FINISH PLN - WOMEN'S DRESSING M A R K : D A T E : D E S C R I P T I O N : STUD MEMBER See Note 6 SPACING GYP BD 1 SIDE see note 8 typ CT ON CEM BD 1 SIDE 7'-7" 162S125-18 162S125-33 12" O.C. 16" O.C. 24" O.C. 250S125-18 250S125-33 250S125-43 350S125-18 OR 362S125-18 400S125-18 400S125-33 400S125-43 600S125-33 600S125-43 800S125-43 24" O.C. 16" O.C. 12" O.C. 24" O.C. 16" O.C. 12" O.C. 24" O.C. 16" O.C. 12" O.C. 24" O.C. 16" O.C. 12" O.C. 24" O.C. 16" O.C. 12" O.C. 24" O.C. 16" O.C. 12" O.C. 24" O.C. 16" O.C. 12" O.C. 24" O.C. 16" O.C. 12" O.C. 24" O.C. 16" O.C. 12" O.C. 24" O.C. 16" O.C. 12" O.C. 24" O.C. 16" O.C. 12" O.C. 24" O.C. 16" O.C. 12" O.C. 24" O.C. 16" O.C. 12" O.C. 6'-11" 6'-0" 9'-6" 8'-7" 7'-6" 10'-6" 9'-6" 8'-4" 13'-2" 11'-11" 10'-5" 14'-4" 13'-0" 11'-4" 13'-8" 12'-5" 10'-10" 17'-1" 15'-6" 13'-6" 18'-7" 16'-11" 14'-9" 15'-1" 13'-9" 12'-0" 18'-11" 17'-3" 15'-0" 20'-8' 18'-9" 16'-5" 26'-3" 23'-11" 20'-10" 28'-8" 26'-0" 22'-9" 36'-5" 33'-1" 28'-11" 8'-10" 8'-4 7'-11" 10'-4" 9'-8" 8'-9" 11'-11" 11'-3" 10'-7" 13'-11" 12'-10" 11'-7" 15'-9" 14'-9" 13'-6" 15'-4" 14'-4" 13'-5" 17'-10" 16'-5" 14'-9" 19'-7" 18'-0" 16'-3" 16'-5" 15'-4" 14'-2' 19'-11" 18'-4" 16'-5' 21'-2" 19'-5" 17'-2" 26'-9" 24'-6" 21'-7" 30'-7" 28'-3" 25'-7" 37'-6" 34'-4" 30'-6" NP NP 7'-3" 6'-7" 5'-9" 10'-0" 9'-1" 7'-11" 10'-11" 9'-11" 8'-8" 13'-0" 11'-10" 10'-4" 14'-2" 12'-11" 11'-3" 14'-5" 13'-2" 11'-6" 15'-9" 14'-4" 12'-6" 20'-1" 18'-3" 15'-11" 21'-10" 19'-10" 17'-4" 27'-9" 25'-3" 22'-0" 9'-5" 8'-8" 7'-8" 10'-1" 9'-3" 8'-2" 12'-4" 11'-4" 10'-1" 13'-1" 11'-11" 10'-6" 13'-7" 12'-6" 11'-2" 14'-5" 13'-2" 11'-6" 18'-7" 17'-0" 15'-0" 20'-9" 19'-1" 17'-1" 25'-11" 23'-9" 21'-0" 10'-6" 9'-8" 8'-7" 11'-5" 10'-7" 9'-6" 13'-7" 12'-6" 11'-2" 14'-6' 13'-3" 11'-8' 15'-0" 13'-9" 12'-4" 15'-11" 14'-6" 12'-8' 20'-6" 18'-9" 16'-7" 23'-0" 21'-3" 19'-1" 28'-8" 26'-3" 23'-5" 9'-6" 8'-11" 8'-5" 10'-11" 10'-0" 8'-11" 11'-9" 10'-10" 9'-7" 12'-0" 10'-9" 9'-5' 14'-1" 12'-11" 11'-7" 15'-2" 13'-10" 12'-3" 13'-0" 11'-11" 10'-5" 15'-8" 14'-5" 12'-10" 16'-8" 15'-2" 13'-4" 21'-3" 19'-5" 17'-2" 23'-11" 22'-1" 19'-10" 29'-8" 27'-2" 24'-2" NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 600S125-18 12" O.C. 24" O.C. 16" O.C. 22'-1" 16'-9" 19'-9" 16'-2" 11'-5" 14'-0" NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP GYP BD 2 SIDES see note 8 typ CT ON CEM BD 2 SIDES GYP BD 1 SIDE CT ON CEM BD 1 SIDE 2 LAYER GYP BD 2 SIDES 350S125-33 OR 362S125-33 350S125-43 OR 362S125-43 ALLOWABLE STEEL STUD HEIGHTS * NP = NOT PERMITTED ALLOWABLE STEEL STUD CELING SPANS L/360 STUD MEMBER see note 6 SPACING 9'-4"12" O.C. 16" O.C. 24" O.C. 24" O.C. 16" O.C. 12" O.C. 24" O.C. 16" O.C. 12" O.C. 24" O.C. 16" O.C. 12" O.C. 24" O.C. 16" O.C. 12" O.C. 24" O.C. 16" O.C. 12" O.C. 24" O.C. 16" O.C. 12" O.C. 24" O.C. 16" O.C. 12" O.C. 24" O.C. 16" O.C. 12" O.C. 8'-6" 7'-5" 13'-5" 12'-5" 10'-10" 14'-10" 13'-6" 11'-9" 14'-8" 13'-7" 12'-2" 16'-2" 14'-11" 13'-4" 15'-1" 13'-11" 12'-6" 16'-7" 15'-3" 13'-8" 16'-10" 15'-7" 14'-0" 18'-4" 16'-11" 15'-2" 9'-4" 8'-6" 7'-5" 13'-8" 12'-5" 10'-10" 14'-10" 13'-6" 11'-9" 14'-5" 16'-6" 18'-2" 19'-9" 17'-11 15'-8" 19'-7" 17'-10" 15'-6" 21'-4" 19'-4" 16'-11" 24'-4" 22'-7" 20'-4" 26'-3" 24'-4" 21'-10" 2 LAYERS OF GYP BD 8'-2" 7'-5" 6'-6" 11'-11" 10'-10" 9'-5" 13'-0" 11'-9" 10'-3" 13'-2" 12'-2" 10'-11" 14'-5" 13'-4" 11'-11" 13'-6" 12'-6" 11'-3" 14'-9" 13'-8" 12'-2" 15'-2" 14'-0" 12'-8" 16'-5" 15'-2" 13'-8" UNSUPPORTED 8'-2" 7'-5" 6'-6" 11'-11" 10'-10" 9'-5" 13'-O" 11'-9" 10'-3" 15'-10" 14'-5" 12'-7" 17'-3" 15'-8" 13'-8" 17'-1" 15'-6" 13'-7" 18'-7" 16'-11" 14'-9" 21'-11" 20'-4" 18'-4" 23'-7" 21'-10" 19'-8" MID SPAN see note 7 1 LAYER OF GYP BD LATERAL SUPPORT OF COMPRESSION FLANGE UNSUPPORTED MID SPAN see note 7 see note 7 see note 7 162S137-33 250S162-33 250S162-43 362S162-33 362S162-43 400S162-33 400S162-43 600S162-33 600S162-43 LATERAL SUPPORT OF COMPRESSION FLANGE FLOOR LINE SHELVING, CABINETS, OR OTHER ITEMS ATTACHED TO WALL CT, STONE, CULTURED STONE, MASONRY PRODUCTS, AND ETC OR @ NON-FIRE RATED & NON-SOUND WALLS @ FIRE RATED &/0R SOUND WALLS TYP. @ FIRE RATED & SOUND WALLS MOUNTING DETAIL - AT WALL MOUNTED ARCHITECTURAL CABINETS / MILLWORK / ATTACHED SHELVING DOUBLE STUDS DOUBLE STUDS DOUBLE STUDS DOUBLE STUDS LARGE BELOW CEILING OPENING BELOW CEILING OPENING DOOR OPENING DOUBLE DOOR OPENING DOOR OPENING BOTTOM TRACK SEE NOTE 4 DOUBLE STUDS 3" DEEP TOP TRACK SEE NOTE 4 2" WIDE METAL STRAP THICKNESS TO MATCH TRACK CEILING LINE UNDERSIDE OF SLAB, FLOOR OR ROOF DECK OPENING ABOVE CEILING WHICH INTERUPTS LOWER OPENINGS JAMB STUDS LARGE ABOVE CEILING OPENING ABOVE CEILING OPENING AT CT OR STONE VENEER WALLS EDITOR'S NOTE: STONE SHOULD NOT BE ATTACHED DIRECTLY TO SHAFT WALLS. PROVIDE ADDITIONAL FURRING FOR STONE BACK-UP. EDITOR'S NOTE: AT STONE WALLS, WHERE STONE EXCEEDS 10'-0" IN HEIGHT, OR IF THE SELECTED STONE IS GRAVITY SUPPORTED BY THE STUDS, THEY SHOULD BE ENGINEERED.33 MIL (20 GA.) MIN. 33 MIL (20 GA.) MIN.4'-3" MAX.8'-3" MAX.4'-3" MAX.4'-3" MAX.8'-3" MAX.8'-3" MAX 8'-3" MAX. 4'-3" MAX A3 A-511 B3 A-511 B3 A-511 B3 A-511 B3 A-511 A3 A-511 A4 A-511 B3 A-511 B3 A-511 B3 A-511 A3 A-511 A4 A-511 C1 A-511 A5 A-512 C5 A-512 B5 A-512 B4 A-512 C4 A-512 C5 A-512 SEE /A-511A2 FLOOR LINE DOUBLE STUDS (FULL HEIGHT) DOOR OPENING DOUBLE DOOR OPENING DOUBLE STUDS (FULL HEIGHT) BELOW CEILING OPENING LARGE BELOW CEILING OPENING BOTTOM TRACK SEE NOTE 4 3" DEEP TOP TRACK SEE NOTE 4 UNDERSIDE OF SLAB, FLOOR OR ROOF DECK CEILING LINE PROVIDE DIAGONAL BRACING OF TOP TRACK AT 48" O.C. MAX. BETWEEN FULL HEIGHT STUDS SHELVING, CABINETS, OR OTHER ITEMS ATTACHED TO WALL CT, STONE, CULTURED STONE, MASONRY PRODUCTS, AND ETC EDITOR'S NOTE: STONE SHOULD NOT BE ATTACHED DIRECTLY TO SHAFT WALLS. PROVIDE ADDITIONAL FURRING FOR STONE BACK-UP. EDITOR'S NOTE: AT STONE WALLS, WHERE STONE EXCEEDS 10'-0" IN HEIGHT, OR IF THE SELECTED STONE IS GRAVITY SUPPORTED BY THE STUDS, THEY SHOULD BE ENGINEERED. MOUNTING DETAIL - AT WALL MOUNTED ARCHITECTURAL CABINETS / MILLWORK / ATTACHED SHELVING AT CT OR STONE VENEER WALLS 33 MIL (20 GA.) MIN. 33 MIL (20 GA.) MIN 4'-3" MAX.8'-3" MAX.4'-3" MAX.8'-3" MAX. DOUBLE STUDS (FULL HEIGHT) 6" A3 A-511 B3 A-511 B3 A-511 B3 A-511 B3 A-511 B1 A-511 A3 A-511 A4 A-511 C1 A-511SEE/A-511A2 NOTE: ALL BOXED HEADERS TO BE INSULATED IN EXTERIOR WALLS NOTE: ALL DOUBLE STUDS TO BE INSULATED IN EXTERIOR WALLS NOTE: ALL BOXED HEADERS TO BE INSULATED IN EXTERIOR WALLS TRACK THICKNESS PER NOTE 4 W/ WEB FOLDED AND FLANGES EXTENDED FOR ATTACHMENT TO STUDS NOTE: ALL DOUBLE STUDS TO BE INSULATED IN EXTERIOR WALLS WINDOW & DOOR HEADER TO 12'-0" SPAN 1" WIDE STRAP @ 36" O.C. THICKNESS TO MATCH TRACK DOUBLE STEEL STUD THICKNESS PER NOTE 5 2 EA STEEL STUDS MIN SIZE 3-5/8" STUD UP TO 8'-3" SPAN- 6" STUD UP TO 12'-0" SPAN THICKNESS PER NOTE 5 STEEL STUD STEEL STUD STEEL STUD THICKNESS PER NOTE 5 TRACK THICKNESS PER NOTE 4 W/ WEB FOLDED AND FLANGES EXTENDED FOR ATTACHMENT TO STUDS DOOR HEADER TO 4'-3" SPAN WINDOW & MISC HEADER TO 6'-3" SPAN WINDOW & MISC HEADER TO 4'-3" SPAN NOTE: ALL DOUBLE STUDS TO BE INSULATED IN EXTERIOR WALLS WINDOW & MISC OPNG TO 4'-3" SPAN WINDOW & MISC OPNG TO 8'-3" SPAN DOUBLE STEEL STUD THICKNESS PER NOTE 5 TRACK THICKNESS PER NOTE 4 W/ WEB FOLDED AND FLANGES EXTENDED FOR ATTACHMENT TO STUDS STEEL STUD 1" WIDE STRAP @ 36" O.C. THICKNESS TO MATCH TRACK NOTE: ALL DOUBLE STUDS TO BE INSULATED IN EXTERIOR WALLS CLIP ANGLE 1-1/2" X 1-1/2" X 1/2" LESS THAN STUD WIDTH THICKNESS TO MATCH TRACK 1" WIDE STRAP @ 36" O.C. THICKNESS TO MATCH TRACK DOUBLE STEEL STUD THICKNESS PER NOTE 5 TRACK THICKNESS PER NOTE 4 MEDIUM DUTY BLOCKING - FOR ITEMS WITH 25 LBS. OF WEIGHT OR LESS - PROVIDE MIN 3-1/2" X 33 MIL (20 GA) HOLELESS STUD W/ FLANGES CLIPPED TO FIT OVER STUDS. STUD WIDTH AS REQ. FOR BACKING WIDTH AS REQUIRED LIGHT DUTY BLOCKING FOR ITEMS W/10# OF TOTAL WEIGHT OR LESS - PROVIDE CONT 54 MIL (16 GA) X 4" WIDE STEEL PLATE HEAVY DUTY BLOCKING FOR TV SUPPORT BRACKETS, GRAB BARS, WALL MOUNTED CABINETS, ETC. 2 X BLOCKING - NOTCHED AT ONE END TO CLEAR STEEL STUD LIP (DO NOT CUT THE LIP) - USE OF THIS DETAIL AND FIRE RATED WOOD TO BE APPROVED BY ARCHITECT PRIOR TO USE A A DTL -A STEEL STUD ANGLE BRACE STEEL STUD ATTACHED TO STRUCTURE ABOVE STEEL STUD ATTACHED TO METAL ANGLE - THICKNESS SHALL BE 1 GAGE HIGHER THEN STUDS STEEL STUDS TRACK THICKNESS PER NOTE 4 TRACK THICKNESS PER NOTE 4 SLOPE 1/1 ALIGN W/STUD WHERE POSSIBLE AT 4'-0" O.C. STEEL STUD ATTACHED TO STRUCTURE ABOVE (AT STEEL DECK - COVER A MIN OF 2 FLUTES) U-CHANNEL @ MID SPAN TRACK BLOCKING THICKNESS PER NOTE 4 CEILING JOIST L 1" X 1" X 33 MIL (20 GA) STEEL STUDS - ENGINEERED TO CARRY CEILING LOAD CORNER TRACK THICKNESS PER NOTE 4 WALL INTERSECTION NO GAP ALLOWED BETWEEN STUD AND TRACK STEEL STUDS STUD/TRACK TRACK THICKNESS PER NOTE 4 NO GAP ALLOWED BETWEEN STUD AND TRACK STEEL STUD 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. STUD SPACING SHALL BE 16" O.C. UNLESS NOTED OTHERWISE. ALL STUDS SHALL BE "C" TYPE STUDS WITH A 1 1/4" FLANGE MINIMUM. DOUBLE STUDS AT SIDE OF OPENINGS ARE NOT ALLOWED TO BE CUT. MINIMUM GAGE OF STUDS AT SIDE OF OPENINGS TO BE 20 GA. AS LONG AS THE HEIGHT FALLS WITHIN THE LIMITS AS SET FORTH IN THE ALLOWABLE STEEL STUD HEIGHTS. ALL TOP AND BOTTOM TRACKS WILL BE A MINIMUM OF ONE LEVEL OF THICKNESS HIGHER THAN THE STUDS SECURED TO IT. THE MINIMUM THICKNESS SHALL BE 33 MIL (20 GA) NO. U.N.O. IN STRUCTURAL DRAWINGS. 18 MIL (25 GA) STUDS = 33 MIL (20 GA) TRACKS 33 MIL (20 GA) STUDS = 43 MIL (18 GA) TRACKS 43 MIL (18 GA) STUDS = 54 MIL (16 GA) TRACKS EXAMPLE - IF YOU HAVE A 18 MIL (25 GA) STUD WALL WITH AN OPENING USING 33 MIL (20 GA) STUDS AROUND THE OPENING - A 33 MIL (20 GA) TRACK WILL BE REQUIRED. ALL DOUBLE STUDS AT OPENINGS, HEADERS, AND SILLS WILL BE A MINIMUM OF ONE LEVEL OF THICKNESS HIGHER THAN THE STUDS ADJACENT TO IT. THE MINIMUM THICKNESS SHALL BE 33 MIL (20 GA) UNO. 18 MIL (25 GA) STUDS = 33 MIL (20 GA) TRACKS 33 MIL (20 GA) STUDS = 43 MIL (18 GA) TRACKS 43 MIL (18 GA) STUDS = 54 MIL (16 GA) TRACKS STUD IDENTIFICATION CHARACTERS 1-3 = MEMBER DEPTH (362 = 3 5/8") CHARACTER 4 = STYLE (S = C-STUD/JOIST) CHARACTERS 5-7 = FLANGE WIDTH (125 = 1 1/4") CHARACTERS 8-9 = MATERIAL THICKNESS IN MILS FOR REFERENCE ONLY: 18 MILS = 25 GA = 33 MILS = 20 GA 43 MILS = 18 GA GYPSUM BOARD USED FOR THIS TABLE TO BE 5/8" ON 1 SIDE OF THE STEEL STUDS. MINIMUM THICKNESS OF STUDS FOR SUPPORT OF CERAMIC TILE SHALL BE 33 MILS (20 GAGE) - ACTUAL THICKNESS WILL BE DETERMINED BY THE HEIGHT OF THE STUD. NOT ALL POSSIBLE OPTIONS OF STEEL STUDS ARE SHOWN IN THIS TABLE. ALL OTHER VARIATIONS ARE TO REVIEWED AND APPROVED BY THE ARCHITECT OR STRUCTURAL ENGINEER. 25 ga STUDS ARE NOT PERMITTED FOR CEILING STUD NOTE: INFORMATION IN THESE CHARTS COMES FROM STEEL STUD MANUFACTURERS ASSOCIATION "www.ssma.com". NOT ALL AVAILABLE PRODUCTS HAVE BEEN SHOWN HERE OR LISTED. THESE CHARTS ARE FOR INTERIOR NON LOAD BEARING PARTITIONS ONLY. ALL LOAD BEARING PARTITIONS NEED TO BE ENGINEERED BY THE STRUCTURAL ENGINEER. GYPSUM BOARD USED FOR THIS TABLE TO BE 5/8" ON 1 SIDE OR TWO SIDES OF THE STEEL STUDS. © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 8 : 0 6 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 STANDARD METAL STUD ELEVATIONS & DETAILS A-511 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 1/4" = 1'-0" D1 TYP STEEL STUDS TO B.O. STRUCT ELEV 1/4" = 1'-0" C2 TYP STL STUDS EXT TO CLG HEIGHT ELEV 1 1/2" = 1'-0" B3 OPENING HEADERS 1 1/2" = 1'-0" A4 OPENING SILLS 1 1/2" = 1'-0" A3 END OF WALL / DOOR JAMB 1 1/2" = 1'-0" A2 WALL BLOCKING 1 1/2" = 1'-0" A1 DIAGONAL BRACE DETAIL 1 1/2" = 1'-0" B1 DIAGONAL BRACE DETAIL 1 1/2" = 1'-0" B2 CEILING FRAMING DETAILS 1 1/2" = 1'-0" C1 MISC STUD / TRACK DETAILS GENERAL NOTES M A R K : D A T E : D E S C R I P T I O N : CONTINUOUS BEAD ACOUSTICAL JOINT SEALANT BOTH SIDES PER USG RECOMENDATIONS PUTTY PACKS ON ALL BACK BOXES IN SOUND AND FIRE WALLS METAL STUDS 1ST LAYER GYPSUM BOARD INSTALL PUTTY PACK PRIOR TO GYPSUM BOARD - PRESS FIRMLY TO ALL SURFACES AND AROUND CONDUITS TO PROVIDE CONTINUOUS SOUND SEAL GYPSUM BOARD MIN. GAP 1/4"- MAX. GAP 1/2" STUD WALL WIDTH VARIES 5/8" DEFLECTION GAP MIN GYPSUM BOARD CLG.- LEAVE 1/4" MIN. AND 1/2" MAX. GAP TO ALLOW CONTINUOUS BEAD BOTH SIDES ACOUSTICAL JOINT SEALANT SECURE GYP BD TO STUD ONLY GYP BD METAL STUDS FRAMING SCREWS (TYP.) SLOTTED TRACK TRUSS - FLOOR/CEILING OR ROOF . WIDTH VARIES STUD WALL SECURE METAL STRAP TO METAL STUDS SECURE GYP BD TO METAL STUDS TOP TRACK METAL STUDS WIDTH VARIES STUD WALL SIDE VIEW ISOMETRIC SECTION SECURE GYP BD TO STUD ONLY GYP BD METAL STUDS FRAMING SCREWS (TYP.) SLOTTED TRACK METAL STUDS SLOTTED TRACK STRUCTURE METAL STUDS SLOTTED TRACK VARIES WIDTH VARIES STUD WALL COMPOSITE CONC. FLOOR SYSTEM OR METAL ROOF DECK 0.145" X 1" POWER ACTUATED FASTENER @ 16" O.C. (MAX.) REFERENCE FASTENER MANUFACTURER FOR FASTENER CAPACITY OR PER ENGINEER OF RECORD 0.145" X 1" POWER ACTUATED FASTENER @ 12" O.C. (MAX.) 5/8" DEFLECTION GAP MIN 25 GA MTL ANGLE TYP #8 WAFERHEAD FRAMING SCREWS TYP SLOTTED TRACK DRYWALL SCREW METAL STUD 1 HR ASSEMBLY = 1 LAYER 5/8" TYP "X" GYP BD 2 HR ASSEMBLY = 2 LAYERS 5/8" TYP "X" GYP BD PER ESR-1042 FIGURE 3 OF THE ICC EVALUATION SERVICE MINERAL WOOL OR CEMENTIOUS FIREPROOFING BETWEEN ALL FLUTES IN METAL DECK CONTINUOUS BEAD BOTH SIDES ACOUSTICAL JOINT SEALANT . 4" WIDTH VARIES STUD WALL CONTINUOUS BEAD BOTH SIDES ACOUSTICAL JOINT SEALANT PUTTY PACKS ON BACKSIDE OF ALL BOXES IN SOUND AND FIRE WALLS METAL STUDS GYPSUM BOARD INSTALLING PUTTY PACK PRIOR TO GYPSUM BOARD INSTALLED ON FRONT SIDE OF WALL- LEAVE EXTENDED TO ALLOW GYPSUM BOARD TO COMPLETE THE SEAL. PRESS FIRMLY TO ALL SURFACES AND AROUND CONDUITS GYPSUM BOARD MIN. GAP 1/4"- MAX. GAP 1/2" STUD WALL WIDTH VARIES © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 8 : 0 6 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 STANDARD METAL STUD ELEVATIONS & DETAILS A-512 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 1 1/2" = 1'-0" B4 TYPICAL SOUND / FIRE WALL 1 1/2" = 1'-0" A4 SLOTTED TOP TRACK 1 1/2" = 1'-0" C5 TOP TRACK 1 1/2" = 1'-0" B5 SLOTTED TOP TRACK 1 1/2" = 1'-0" A5 FIRE / SOUND TOP TRACK 1 1/2" = 1'-0" C4 TYPICAL SOUND / FIRE WALL M A R K : D A T E : D E S C R I P T I O N : BOTTOM OF BULK HEAD 7'-2" SEE CEILING PLAN SEE CEILING PLAN HOIZONTAL TUBE: 2"x2"x.12" WALL STEEL TUBE - MATCH EXISTING FINISH 1/4 -20 UNC SHC SHCS 3 3 / 4 " 9/16" HOIZONTAL TUBE: 2"x2"x.12" WALL STEEL TUBE - MATCH EXISTING FINISH WALL MOUNT BRACKET SQUARE COVER PLATE W/ SET SCREW WALL TYPE W/ BLOCKING HOIZONTAL TUBE: 2.5"x2.5"x.12" WALL STEEL TUBE - MATCH EXISTING FINISH SQUARE PLASTIC PLUG HOIZONTAL TUBE: 2.5"x2.5"x.12" WALL STEEL TUBE - MATCH EXISTING FINISH 1" CHANNEL ANCHOR CONNECTION EXISTING CEILING FRAMING -PROVIDE BLOCKING AS NEEDED TO SPAN BULK HEAD CROWN MOLDING - SEE DETAIL /B5 A-592 METAL STUD FRAMING @ 16" O.C. -MATCH EXISTING WALL THICKNESS HEADER BOX CORNER PROFILE NOTE:ATTACH BULK HEAD FRAMING TO EXISTING CEILING AND WALL STRUCTURE -BULK HEADS NOT ADJACENT TO EXISTING STRUCTURES TO BE ATTACHED TO STRUCTURE ABOVE 3" 10 " 2" 7"3"3" +/ - 3 ' - 0 " MORTAR BED T2 TILE T1 TILE CEILING PLAN VARIES SEE 1/ 2 " 2 1 / 2 " WIRE HANGERS ATTACHED TO STRUCTURE ABOVE (TYP) SUSPENDED CEILING SYSTEM 5/8" GYP BD PROVIDE METAL BEAD MUDABLE EDGE 1/2" GYP BD 2 1/2" METAL STUD FRAMING @ 16" O.C. GOLD STENCILING TO MATCH EXISTING IN WAITING -030 NOTE: MATCH ACCENT PAINT WIDTH WITH EXISTING WAITING ROOM 030 1 11/16" 1 1 1 / 1 6 " 9 7 / 8 " 3/8"9 1/16"3/8" 9 13/16" 3/ 8 " 9 1 / 8 " 3/ 8 " 1 13/16"6 7/8" 3/8" 1 7 / 8 " 6 7 / 8 " 3/ 8 " A1 A-531 9 13/16" 1/4"9 5/16"1/4" C2 A-531 A1 A-531 3/4" STONE VENEER 1/2" PLYWOOD SHEATHING 1 1/4" X 1 1/4" X .0625" ANGLE FRAMING MITER CORNERS 3/8"3/8" HIDDEN HINGED ACCESS PANEL MAGNETIC STOP HOLD 4 1 / 2 " 3/8"1 13/16"6 7/8"3/8"3/8" 36 " 4 1 / 4 " 26 7 / 8 " 3/ 8 " 3/ 8 " B2 A-531 P-TRAP 1/2" PLYWOOD SHEATHING 3/4" STONE VENEER A-531 C2 FAUCET 1 1/4" X 1 1/4" X .0625" ANGLE SOLID STONE CAP C2 A-531 B2 A-531 B2 A-531 4 1 / 4 " 1 3 / 4 " 1 7 / 8 " 3/ 8 " 1/ 4 " 3/8" 3/16"1/16" 1/8" 3/4" R 1 /2 " 8" @7 " E A . 2' - 1 1 " 5 R I S E R S 6" 7 TREADS @ 11" EA. 5'-6" 2" MORTAR BED T2 TILE T2 TILE 1" SLOPED T1 TILE 2 1/4" 2 1/4" 2 1/4" 2 1/4" 2 1/4" 2 1/4" 2 1/4" T2 TILE T2 TILE T2 TILE T1 TILE © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 8 : 0 7 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 BUILDING DETAILS A-531 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 6" = 1'-0" B4 DRAPERY FRAME DETAIL 6" = 1'-0" B5 DRAPERY FRAME DETAIL 6" = 1'-0" A4 DRAPERY FRAME DETAIL 6" = 1'-0" A5 DRAPERY FRAME DETAIL 1 1/2" = 1'-0" C5 BULK HEAD DETAIL 1 1/2" = 1'-0" A3 FONT DETAIL 1 1/2" = 1'-0" C4 CEILING DETAIL (2 STEPS) 1 1/2" = 1'-0" D5 CEILING STENCILING 3" = 1'-0" A2 PEDESTAL SINK 3" = 1'-0" B2 PEDESTAL SINK 3" = 1'-0" A1 PEDESTAL SINK 1 1/2" = 1'-0" C1 PEDESTAL SINK 6" = 1'-0" C2 PEDESTAL SINK 3/4" = 1'-0" C3 FONT STAIR SECTION M A R K : D A T E : D E S C R I P T I O N : 1 1 0 .2 8 .2 0 2 1 A d d e n d u m 1 1'-9" 2 1/2" 6" 2' - 1 0 " 1'-4" 1'-2" A-592 D5 TYP. A-591 D5 2' - 5 " 2'-0"A-592 D5 TYP. A-591 D5 STONE COUNTERTOP 3/4" PLYWOOD STONE BASE -SEE DETAIL A5/592 3-5/8" METAL STUD FRAMING W/ 5/8" GYPSUM BOARD EA. SIDE 5" 1 1/4" PENCIL DRAWER 3' - 6 " EQ EQ A-591 C4 1'-0" 3' - 6 " A-592 D5 TYP. A-591 D4 4 3/4" 2' - 5 " 1" DRAWER DRAWER FILE DRAWER 6" 10 1 / 4 " 5 1 / 8 " STONE COUNTERTOP 3/4" PLYWOOD BACKING 1X4 WOOD BLOCKING (TYP) WOOD VENEER OVER 1/4" P-LAM BACK PANEL BASE -SEE FINISH SCHEDULE DUST PANEL FILE RACK PULL (TYP.) 2'-0" 1 1/4" EQ EQ EQ EQ 4 7/8" A-591 D5 A-592 D5 TYP. 3' - 6 " 8 1 / 8 " 6" 1' - 6 " 5 7 / 8 " 1 1 / 2 " 2 1 / 2 " 2 1/4"10 3/8"2 1/4" 6" 2 1 / 8 " 3 3/8"3/ 4 " 1 3 / 4 " 1 1 / 2 " A-592 A5 TYP. 3' - 6 " A-591 C4 A-592 D4 TYP. A-592 D3 TYP. A-592 D5 TYP. 3/4" STONE COUNTERTOP OVER 3/4" PLYWOOD TYP. WOOD MOULDING TYP. WOOD END TYP. ADJUSTABLE SHELF SYSTEM TYP. STONE & WOOD BASE TYP. 1' - 1 1 3 / 8 " 1'-10 3/4" R 3 '-4 " A1 A-591 3' - 6 " 7 1/4"5"7 1/4" A1 A-591 1 1 / 2 " 5/8" 1/ 2 " 1/ 4 " 3/ 4 " 1/4" 1/8"1/8" 1/8" EQ EQ 5 3/8" 2' - 5 " 3/4" 6" 2 1 / 8 " TYP. A5 A-592 C4 A-591 3' - 6 " C3 A-591 C3 A-591 3 5/8" METAL STUD FRAMING @ 16" O.C. 5/8" GYPSUM BOARD 1/2" PANEL W/ WOOD VENEER A-591 C4 MITER ENDS 8 1 / 8 " 2' - 7 3 / 8 " 2 1 / 2 " 3' - 6 " EQ EQ C3 A-591 1'-0"1'-6 1/2"1'-0" 8 1 / 8 " 2' - 7 3 / 8 " 2 1 / 2 " 3' - 6 " C3 A-591 EQ EQ 1'-4 3/4" 6 3/4"5"6 3/4" 1' - 7 3 / 4 " 3/4" PLYWOOD W/ 1/8" WOOD VENEER 3 5/8" METAL STUD FRAMING 1/2" PARTICLE BOARD W/ 1/8" WOOD VENEER WOOD END TYP. A-591 C4 ADJUSTABLE SHELF SYSTEM TYP. 1/2" 1/8"1/16" 1/16" 2 1 / 8 " 1" 3/ 8 " 3/ 4 " 1" 3/ 8 " 1 3 / 8 " 1/ 4 " 1/ 2 " 3" R 1 1/2" 1/2" 1/8" 1/4" 1/8" 3/4" 1 3/4" 3/4"3/4" SEE D5/A-591 6" 4' - 8 " 1' - 4 " 6" 4 3/4" 6' - 6 " 4" 11" 2'-0" 3" 2'-1" A-591 D5 3/4" P-LAM FIXED SHELF CLOTHING ROD 1X4 WOOD BLOCKING @ 16" O.C. VERTICAL 1/4" P-LAM BACK PANEL STONE BASE -SEE FINISH SCHEDULE 2X BASE FRAMING A-591 D4 1'-9" 2 1/2" 6" 2' - 1 0 " A-592 D5 TYP. A-591 D5 18 1/2" 6" 2' - 1 0 " A-591 D5 7 3/4" © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 8 : 0 8 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 MILLWORK DETAILS A-591 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 3/4" = 1'-0" A5 LAUNDRY CHUTE CABINET MEN'S DRESSING - 137 3/4" = 1'-0" C5 CASEWORK DETAIL CORRIDOR - A125 ADMIN - A413 3/4" = 1'-0" B5 BASE CABINET DETAIL CORRIDOR - A125 ADMIN - A413 1 1/2" = 1'-0" A1 CONFIRMATION PODIUM CONFIRMATION - 052 & 030A 1" = 1'-0" A4 CONFIRMATION PODIUM CONFIRMATION - 052 & 030A 1" = 1'-0" B4 CONFIRMATION PODIUM CONFIRMATION - 052 & 030A 6" = 1'-0" C4 WOOD PANEL END 1" = 1'-0" C2 ADMIN DESK ELEVATION TYP 3" = 1'-0" C3 CASEWORK DETAIL 1" = 1'-0" B2 ADMIN DESK - FRONT ELEV ADMIN - A143 1" = 1'-0" A2 ADMIN DESK - FRONT ELEV CORRIDOR - A125 1" = 1'-0" B3 CONFIRMATION PODIUM CONFIRMATION - 052 & 030A 6" = 1'-0" D5 CABINET EDGE 6" = 1'-0" D4 CABINET CROWN 3/4" = 1'-0" A3 CASEWORK DETAIL WAITING - A144 3/4" = 1'-0" B1 CASEWORK DETAIL MEN'S DRESSING - 137 3/4" = 1'-0" C1 CASEWORK DETAIL MEN'S DRESSING - 137 M A R K : D A T E : D E S C R I P T I O N : 1 1 0 .2 8 .2 0 2 1 A d d e n d u m 1 3/4" 6" 2 1 / 8 " 8 1 / 8 " 1/4" 1/4"1/8" 1/16" 1/16" 3/ 4 " 1/ 1 6 " R 3 5 /8 " 7/ 8 " STONE BASE 1/16" DIA. REVEAL (CONTINUOUS) WOOD BASE 3 1 / 4 " 1 1/8" 1/8" 1/ 2 " 1/ 8 " 1/ 2 " 1 7 / 8 " 1/ 4 " 7/8" 1/16"1/8" 1/16" R 1'-1 1/4" 3' -2" A . F . F . 9" 2 1/4" 1/ 4 " 1 1 5 / 1 6 " 1/ 4 " 3/ 4 " 1/4" 1/8"1/8" 1/8" 1/16" 1/4" 3/4" R 2 7/8" R 2'-11" 5/8"5/8" 1 1/4" 6 1 / 2 " 2 1 / 2 " 9" J-TRIM METAL BEAD W/ MUDABLE EDGE GYPSUM BOARD WALL J-TRIM METAL BEAD W/ MUDABLE EDGE 7/8"1/8" 1 1 / 4 " 4 1 / 2 " 1 3 / 4 " 1/ 8 " 3/ 8 " 3/8"1/2"1/8" 1/8" 1/4" 3/8" 5/8"1/8" 4" 1/ 8 " 1/ 2 " 3/ 8 " 1" 5/8"2 1/4"7/8" 1/16"3/16" 1/ 8 " 7/ 8 " 1/ 8 " 1/ 4 " 1/ 4 " 1/ 8 " 5/ 8 " 1/ 8 " 25 % 50 % 25 % VA R I E S = 9 1 / 2 " - 2 ' - 2 " 1 1 / 4 " 5" 3/4" 1/4" CASED OPENING SEE C4/A-592 STONE PLINTH BELOW SEE A4/A-592 25%50%25% 4 7/8" 3/ 4 " 1/ 8 " 1/ 8 " DOOR CASING SEE C5/A-592 5/8" GYP. BD. EA. SIDE METAL FRAMING - SEE WALL TYPES 9 1 / 2 " 1 1/4" 1 1 / 8 " 1/ 4 " 1/8" 1"1/4" 3/ 4 " 7" 1/2"2"4"1/2" 1/ 4 " 1/ 8 " 1/ 4 " 1/ 8 " 3 1/2" 1/4"1"2"1/4" 1/ 4 " 1/ 8 " 1/ 4 " 1/ 8 " JOINT CHANMFERED CORNER CONTINUOUS REVEAL WOOD CASING SEE DETAIL C2/A-592 STONE PLINTH SEE DETAIL A4/A-592B2 A-592 TYP. A4 A-592 1/8" 3/ 4 " 3/ 4 " 1" 1/8" 1/8"1/8" VARIES 1 1 / 8 " 3/ 8 " 1/ 4 " 3/ 4 " 3/4" R 3/4" 3/4" STONE COUNTERTOP ON 3/4" PLYWOOD TYP. STONE EDGE 2" 1/4"1/8" 1/ 4 " 1 3 / 4 " 5/8" NOTE: PROFILE OBTAINED BY MODIFYING HALF OF DOOR MOULDING 2 1 1 / 4 " 1/4"1/8"1/ 4 " 1" 5/8" NOTE: PROFILE OBTAINED BY MODIFYING HALF OF DOOR MOULDING 2 © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 8 : 0 9 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 INTERIOR FINISH DETAILS A-592 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 6" = 1'-0" A5 TYPICAL BASE DETAIL 6" = 1'-0" C3 CHAIR RAIL 6" = 1'-0" B5 TYPICAL CROWN MOULDING 6" = 1'-0" B4 CROWN MOULDING 6" = 1'-0" C5 DOOR CASING (HEAD) 6" = 1'-0" C4 DOOR CASING (JAMB) 6" = 1'-0" B2 CASED OPENING (JAMB) 6" = 1'-0" C2 CASED OPENING (HEAD) 6" = 1'-0" A4 TYPICAL STONE PLINTH 6" = 1'-0" A3 DOOR MOULDING 1 6" = 1'-0" B3 DOOR MOULDING 2 NTS A2 CASED OPENING (JAMB) 6" = 1'-0" D5 COUNTERTOP PROFILE 6" = 1'-0" D3 DESK MOULDING 6" = 1'-0" D4 DESK MOULDING M A R K : D A T E : D E S C R I P T I O N : S3A / S3AF MARK ASSEMBLY FIRE RATING • 5/8" TYPE 'X' GYPSUM BOARD • 3-5/8" METAL STUD FRAMING @ 16" O.C. • 5/8" TYPE 'X' GYPSUM BOARDDESCRIPTION: N/A TESTING SOURCE: N/A N/A STC RATING 49 TESTING SOURCE: U465 +/ - 4 7 / 8 " SEE CODE PLAN FOR SOUND WALLS S6A MARK ASSEMBLY FIRE RATING DESCRIPTION: N/A TESTING SOURCE: N/A STC RATING N/A • 5/8" TYPE 'X' GYPSUM BOARD • 6" METAL STUD FRAMING @ 16" O.C. • 5/8" TYPE 'X' GYPSUM BOARD N/A TESTING SOURCE: N/A +/ - 7 1 / 4 " SEE CODE PLAN FOR SOUND WALLS S3B / S3BF MARK ASSEMBLY FIRE RATING • 5/8" TYPE 'X' GYPSUM BOARD • 3-5/8" METAL STUD FRAMING @ 16" O.C. DESCRIPTION: N/A TESTING SOURCE: N/A N/A +/ - 4 1 / 4 " STC RATING N/A TESTING SOURCE: N/A SEE CODE PLAN FOR SOUND WALLS S10A / S10AF MARK ASSEMBLY FIRE RATING • (2) 5/8" TYPE 'X' GYPSUM BOARD • (2) 18 g.a. 3-5/8" METAL STUD FRAMING @ 16" O.C. • (2) 5/8" TYPE 'X' GYPSUM BOARDDESCRIPTION: N/A TESTING SOURCE: N/A N/A STC RATING 60 TESTING SOURCE: U404 +/ - 1 0 1 / 8 " SEE CODE PLAN FOR SOUND WALLS S6B MARK ASSEMBLY FIRE RATING DESCRIPTION: N/A TESTING SOURCE: N/A N/A +/ - 6 5 / 8 " STC RATING N/A TESTING SOURCE: N/A • 5/8" TYPE 'X' GYPSUM BOARD • 3-5/8" METAL STUD FRAMING @ 16" O.C. SEE CODE PLAN FOR SOUND WALLS S6G MARK ASSEMBLY FIRE RATING DESCRIPTION: N/A TESTING SOURCE: N/A N/A • (2) 5/8" GYPSUM BOARD • 25 GA. 6" METAL STUD @ 16" O.C. • 6" SOUND ATTENUATION BLANKET • 5/8" GYPSUM BOARD • CONTINUOUS ACCOUSTIC SEALANT @ FLOOR & CEILING BOTH SIDES +/ - 7 1 / 4 " STC RATING N/A TESTING SOURCE: N/A SEE STRUCTURAL 1'-4" SEE CODE PLAN FOR SOUND WALLS © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 8 : 0 9 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 WALL TYPES A-611 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 WALL TYPES GENERAL NOTES 1. SEE G-003 CODE REVIEW SHEET FOR EXTENTS OF SOUND WALLS, SEE ALSO DETAILS AND SECTIONS FOR FURTHER EXTENTS M A R K : D A T E : D E S C R I P T I O N : 1 1 0 .2 8 .2 0 2 1 A d d e n d u m 1 DOOR TYPE: WD01 PERSONNEL SE E S C H E D U L E • IF SCHEDULE FIELD SHOWS A HYPHEN( - ) OR IS BLANK, THERE ARE NO ITEMS APPLICABLE OR IS DETERMINED BY MANUFACTURER. • SWING LINES SHOWN BELOW ARE REPRESENTATIONAL AND DO NOT INDICATE ACTUAL SWING. SEE PLANS FOR INDIVIDUAL SWINGS. 1. LEAF SIZING: SEE SCHEDULE 2. DOOR TYPES: 8. DETAILS: (REFER TO SHEETS INDICATED FOR DOOR AND WINDOW DETAILS) 9. HARDWARE: (GROUP #, SEE SPECIFICATIONS FOR HARDWARE GROUPS) 10. NOTES: A: 3. CONSTRUCTION: GL GLASS AL ALUMINUM HMI HOLLOW METAL, INSULATED HM HOLLOW METAL SC SOLID CORE 4.FINISH: SEE DOOR FINISHES ON SHEET A-691 5.GLAZING: (DOOR AND WINDOW) SG SAFETY GLASS (TEMPERED OR LAMINATED) SGI SAFETY GLASS INSULATED, LOW E CG CLEAR FLOAT GLASS CGI CLEAR FLOAT GLASS INSULATED -LOW E SP SPANDREL PANEL STG STAINED GLASS 6.RATING: 20, 45, 60 AND ETC. INDICATES FIRE RATING NOTE: ALL FIRE RATED DOORS SHALL BE AUTOMATIC CLOSING OR SELF-CLOSING AS PROVIDED IN THE IBC, IN ADDITION SEE THE IBC FOR SPECIAL PROVISIONS RELATING TO DOORS. 7.FRAME TYPE: (NUMBER(S) INDICATE(S) FRAME TYPE(S) SHOWN SCHEDULE NOTES GENERAL NOTES 1. PROVIDE SEALANT AT JOINTS AT DISSIMILAR MATERIAL CONNECTIONS, ISOLATE DISSIMILAR METALS. 2. ALL DIMENSIONS FOR DOOR AND WINDOW OPENINGS TO BE FIELD VERIFIED PRIOR TO MANUFACTURING AND INSTALLATION. 3. ALL WINDOWS AND TRANSOMS THAT OCCUR IN RATED CORRIDOR WALL TO BE RATED 45 MIN. 4. FIELD VERIFY ALL OPENINGS PRIOR TO FABRICATION OF FRAMES. 5. PRE-PAINT ALL FRAMES PRIOR TO INSTALLATION. 6. BRAILLE SIGNAGE REQUIRED ON STRIKE SIDE OF FRAME. SCHED SEE FRAME TYPE: B SCHED SEE SE E S C H E D U L E 4"4" 8" A3 A-671 A1 A-671 DOOR TYPE: WD02 PERSONNEL SCHED SEE SE E S C H E D U L E STG B1 A-671 B3 A-671 FRAME TYPE: C SCHED SEE SE E S C H E D U L E 4"4" 8" 1' - 9 " A5 A-671 FRAME TYPE: A SCHED SEE SE E S C H E D U L E 4"4" 8" A-671 C2 FRAME TYPE: D 2" SCHED SEE 2" 2" SE E S C H E D U L E A4 A-671 D1 A-671 C1 A-671 1' - 3 " 7" 7" 9" SE E D O O R S C H E D U L E F O R D O O R H E I G H T FOR THICKNESS SEE SCHED. EQ EQ 3 1/2"7"3 1/2" DOOR FACE DOOR MOULDING #2 - SEE DETAIL B3/A-592 QUATER FIGURED ANEGRE VENEER PANEL NOTE: ALL DOORS WITH FRAME TYPE A WILL BE SOLID WOOD CORE DOOR SLAB 1 7/8"VARIES 1/4" 1/ 8 " METAL FRAMING - SEE WALL TYPES 5/8" GYP. BD. EA. SIDE DOOR CASING SEE C5/A-592 2" 2 1 / 2 " VA R I E S 1"1/2" 4 1/4" 1 1 / 4 " 4 1/4"1/4" SEE WALL TYPE STONE PLINTH BELOW SEE A4/A-592 3 1/2" DOOR FACE 3 1/2" 1/4" TEMPERED GLAZING GLAZING STOPS TO BE OF WOOD STOCK DOOR MOULDING #2 - SEE DETAIL B3/A-5921/8" 1/8" 1/8" 1/8" 1/2" 6" 1' - 4 " 7" 7" 9" SE E D O O R S C H E D U L E F O R D O O R H E I G H T FOR THICKNESS SEE SCHED. 1/4" TMPERED GLAZING GLAZING STOPS TO BE OF WOOD STOCK DOOR MOULDING #1 - SEE DETAIL A3/A-592 1/ 8 " 1/ 8 " 1/ 8 " 1/ 8 " 2"2 1/2"2 5/8" 7 1/8" 1/ 2 " 3" 2"1/4"1"5/8"1"1/4"2" 1/2"1 1/4" 1/4"GLAZING HARWOOD PAINTED REMOVABLE STOP 2" 2 1 / 2 " VA R I E S 1"1/2" 4 1/2" 1 1 / 4 " 4 1/2"0" SEE WALL TYPE STONE PLINTH SEE A4/A-592 JOINT CONTINUOUS REVEAL WOOD CASING SEE DETAIL C2/A-592 STONE PLINTH SEE DETAIL A4/A-592 C4 A-671 TYP. A4 A-592 CHAMFERED CORNER HOLLOW METAL FRAME SEALANT EACH SIDE DOOR FRAMING PER WALL TYPES GYPSUM BOARD HOLLOW METAL FRAME SEALANT EACH SIDE DOOR FRAMING PER WALL TYPES GYPSUM BOARD © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 8 : 1 0 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 DOOR SCHEDULE & TYPE NOTES A-671 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 MARK LEAF SIZING (1) DOOR TYPE (2) CONSTRUCTION (3) FINISH (4) GLAZING (5) RATING (6) FRAME TYPE (7) DETAIL (8) HARDWARE (9) NOTES (10)W H D HEAD JAMB SILL 026A 3'-0" 7'-0" 1 3/4" WD01 WD STAINED B B4/A-671 A4/A-671 -REUSED 030A 3'-0" 7'-0" 1 3/4" WD02 WD STAINED C B4/A-671 A4/A-671 - 032A 3'-0" 7'-0" 1 3/4" WD01 WD STAINED B B4/A-671 A4/A-671 - 032B 3'-0" 7'-0" 1 3/4" WD01 IHM PAINTED D B4/A-671 A4/A-671 - 042A 3'-0" 7'-0" 1 3/4" WD01 WD STAINED A B4/A-671 C4/A-671 - 043A 3'-0" 7'-0" 1 3/4" WD01 WD STAINED A B4/A-671 C4/A-671 - 045A 3'-0" 7'-0" 1 3/4" WD01 WD STAINED A B4/A-671 C4/A-671 - 046A 3'-0" 7'-0" 1 3/4" WD01 WD STAINED A B4/A-671 C4/A-671 -REUSE SILL 046B 3'-0" 7'-0" 1 3/4" WD01 WD STAINED A B4/A-671 C4/A-671 -REUSE SILL 047 3'-0" 7'-0" 1 3/4" WD01 WD STAINED B B4/A-671 A4/A-671 - 048A 3'-0" 7'-0" 1 3/4" WD01 WD STAINED A B4/A-671 C4/A-671 - 052A 3'-0" 7'-0" 1 3/4" WD02 WD STAINED C B4/A-671 A4/A-671 - DOOR SCHEDULE 1 1/2" = 1'-0" A3 DOOR MOULDING DETAIL 3" = 1'-0" A1 DOOR MOULDING DETAIL 3" = 1'-0" B4 HEAD DETAIL 6" = 1'-0" A4 JAMB DETAIL 3" = 1'-0" B1 DOOR MOULDING DETAIL 1 1/2" = 1'-0" B3 DOOR MOULDING DETAIL 6" = 1'-0" A5 MULLION/HEAD DETAIL 6" = 1'-0" C4 JAMB DETAIL NTS C2 JAMB DETAIL 1 1/2" = 1'-0" D1 HEAD DETAIL 1 1/2" = 1'-0" C1 JAMB DETAIL M A R K : D A T E : D E S C R I P T I O N : RS RS FLOOR CEILING BASE WALL WALL WALL WALL C1 C1 INDICATES FINISH IS APPLIED TO AREA BETWEEN ARROWS INDICATES FINISH IS APPLIED TO FACE OF SURFACE(S) C1 FINISH TAG -INDICATES SPECIFIC APPLIED FINISH MILLWORK INDICATES A MANUAL ROLLER SHADE. 01 INDICATES SIGNAGE LOCATION ROOM FINISH TAG INDICATES A MOTORIZED ROLLER SHADE. LEGEND CG INDICATES CORNER GUARD C1 -CARPET C2 -CARPET • LEGAL: THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT ARE COMPOSED OF SETS OF DRAWINGS AND SPECIFICATIONS, AND THEREFORE SHALL BE USED AND MAINTAINED IN THEIR ENTIRETY. ANY CONTRACTOR, SUBCONTRACTOR, VENDOR OR PARTY PARTICIPATING IN OR BIDDING ON THIS PROJECT SHALL BE EXPECTED TO PERFORM DUE DILIGENCE TO ENSURE THEIR BID, WORK PERFORMED, AND MATERIALS PROVIDED CONFORMS TO THE INFORMATION PROVIDED WITHIN ANY AND ALL SHEETS OF DRAWINGS AND SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ANY SUBSEQUENT ADDENDA OR CLARIFICATIONS THAT MAY BE ISSUED RELEVANT TO THEIR SCOPE OF WORK. PROJECT SCOPE MAY BE DEFINED WITHIN SPECIFICATIONS AND/OR DRAWINGS. ADDITIONALLY, DRAWINGS MAY NOT BE RE-SCALED WHEN PRINTED, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE, AND LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ANY DEVIATION FROM OR CONFLICT WITHIN THE DRAWINGS AND/OR SPECIFICATIONS, MUST BE SUBMITTED TO AND APPROVED BY THE ARCHITECT BEFORE CONTINUING THAT PORTION OF WORK. • ROOM FINISH TAGS FOR EACH ROOM REPRESENT TYPICAL FINISHES. SPECIFIC WALLS IN SELECTED AREAS MAY HAVE MULTIPLE FINISHES WHICH WILL BE INDICATED IN INTERIOR ELEVATIONS. • SEE INTERIOR ELEVATIONS FOR ADDITIONAL FINISH INFORMATION • SEE REFLECTED CEILING PLANS FOR ADDITIONAL FINISH INFORMATION • FOR FINISH LEGEND SEE A-691 • CG (CORNER GUARD) SEE SPECIFICATIONS - COLOR TO BE SELECTED BY ARCHITECT • FLOOR MATERIAL TRANSITIONS WILL OCCUR BELOW DOORS. U.N.O. SEE TYPICAL TRANSITION DETAILS ON SHEET ??/??? • POLISHED OR SEALED CONCRETE DOES EXTEND UNDER CASEWORK OR MILLWORK • FLOOR COVERING DOES NOT EXTEND UNDER MILLWORK OR CASEWORK, U.N.O. • FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OF CASEWORK AND FINISH ASSEMBLIES • TILED WALLS TO BE FULL HEIGHT OF WALL, U.N.O. GENERAL NOTES © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 8 : 1 3 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 FINISH SCHEDULE A-691 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 FINISH SCHEDULE MARK: COLLECTION: SERIES: COLOR: SIZE: INSTALL: NOTES: MANUFACTURER: CARPET TYPE: PDS#TBD CUSTOM CONFIRMATION ROOMS-CONTACT BENTLY REP. BRET HART 801-633-6895 BENTLEY C1 BPSC CUSTOM RIPOSARI BROADLOOM PDS#143041-802 CUSTOM DRESSING ROOMS -CONTACT BENTLY REP. BRET HART 801-633-689 BENTLEY C2 CARBON BEACH BROADLOOM PDS#143041-801 CUSTOM INITIATORY ROOM -CONTACT INTERFACE REP BARRY RYSKAMP 801-582-2809 BENTLEY C3 KINGS ROAD BROADLOOM COLOR: SHEEN: NOTES: MANUFACTURER: EPOXY PAINT MARK:EP1 MANUFACTURER: STYLE: TYPE: NOTES: COLOR: MARK: WALL COVERINGS KOROSEAL MAYA VINYLS WALL COVERING INITIATORY WALLS -MATCH EXISTING GYPSUM PEARL WC1 VERSA BRIO TYPE II WALL COVERING CONFIRMATION ROOMS KAVA A119-198 WC2MARK: COLLECTION: SERIES: COLOR: SIZE: INSTALL: NOTES: MANUFACTURER: TILE GROUT: METALICA IVORY TILE 3/4" x 3/4" -SHEET = 11 1/2" X 11 1/2" FONT WALL & STAIR NOSE DALTILE T1 KOLORINES MAPEI LIGHT ALMOND -49 METALICA BLUE PEARL TILE 3/4" x 3/4" -SHEET = 11 1/2" X 11 1/2" FONT FLOOR AND STAIRS DALTILE T2 KOLORINES MAPEI LIGHT ALMOND -49 MARK: FINISH: MILLWORK FINISHES NOTES: MANUFACTURER: COLOR: TYPE: MF1 SEE DRAWINGS -MATCH EXISTING CHAIR RAIL MF2 SEE DRAWINGS -MATCH EXISTING DOOR CASING / OPENING CASING / PILASTER CASING MF3 SEE DRAWINGS -MATCH EXISTING CROWN MOLDING PAINTED MF4 SEE DRAWINGS -MATCH EXISTING GYPSUM CROWN PAINTED TO MATCH CEILING MARK: STYLE: COLOR: SIZE: MANUFACTURER: MILLWORK HARDWARE NOTES: MH1 MATCH EXISTING MARK: MODEL: TRANSITIONS LOCATION: MANUFACTURER: COLOR: TYPE: NOTES: TR1 MARBLE THRESHOLD MATCH EXISTING MARK: FINISH: COUNTER TOPS MANUFACTURER: COLOR: TYPE: EDGE: NOTES: BACKSPLASH: CT1 POLSIHED HABITAT STONE JERUSALEM SAND LIMESTONE SLAB MATCH EXISTING SUPPLIER -http://www.habitatstone.com/ COLOR: SIZE: TYPE: NOTES: MANUFACTURER: MARK: BASE STYLE: RESILIENT BASE P130 BUCKSKIN MATCH EXISTING ROPPE B1 TO SET COVE BASE SLAB STONE & WOOD BASE JERUSALEM SAND LIMESTONE SEE DETAILS -MATCH EXISTING SUPPLIER -http://www.habitatstone.com/ HABITAT STONE B2 COLOR: NOTES: MANUFACTURER: TYPE: PATTERN NAME: BACKING: FINISH: MARK: FABRIC ALMOND NEW DRAPES FOR WOMENS INITIATORY AREA PINDLER 6334 VOLTAIR DRAPERY FABRIC FB1 USE EXISTING FABRIC FROM WOMENS INITIATORY -MOVE TO MENS INITIATORY DRAPERY FABRIC FB2 COLOR: NOTES: MANUFACTURER: TYPE: SIZE: MARK: CEILING MODEL: P5 -BENJAMIN MOORE SUPER WHITE PAINTED -MATCH EXISTING GYP BD OVER SUSPENDED METAL STUDS CL1 2722 MATCH EXISTING ARMSTRONG ACOUSTIC TILE CL2 DUNE SECOND LOOK MARK: MANUFACTURER: MISCELLANEOUS TYPE: COLOR: SIZE: INSTALL: NOTES: MODEL: MI1 STONE SLAB DRINKING FOUNTAIN MATCH EXISTING / BASE HABITAT STONE MI2 STONE ON PODIUM BASE JERUSALEM SAND MATCH EXISTING LIMESTONE DAL TILE MI3 INITIATORY PEDESTAL SINK CALACATTA GOLD MARBLE HONED MARK: COLOR: SHEEN: MANUFACTURER: PAINT NOTES: BENJAMIN MOORE P1 PUTNAM IVORY HC-39 EGGSHELL BENJAMIN MOORE P2 GENTLE CREAM OC-96 FLAT BENJAMIN MOORE P3 LUMINOUS WHITE A86W00017 BENJAMIN MOORE P4 GLACIER WHITE OC-37 MARK: COLOR: SHEEN: MANUFACTURER: NOTES: MATTE BENJAMIN MOORE P5 SUPER WHITE GYP BD CEILING DECORATIVE WALL PAINT P6 IN ADDITION TO PAINTED WALL SURFACE -BY CONTRACTOR -PER OWNER DECORATIVE CEILING PAINT P7 IN ADDITION TO PAINTED CEILING SURFACE - BY CONTRACTOR -PEROWNER M A R K : D A T E : D E S C R I P T I O N : 1 1 0 .2 8 .2 0 2 1 A d d e n d u m 1 5 6 7 8 A B C A.2 A.4 D4/A-411.1 WAITING 030 CONFIRMATION #1 052 MAIN ELECTRICAL 028 CONFIRMATION #2 030A MECHANICAL 032 CORRIDOR 031 LAUNDRY CHUTE 026 052A C 026A B 030A C3' - 8 " 4'-10" 3' - 2 " 2' - 1 0 " 9' - 0 " 13 ' - 1 0 " 24'-5"24'-5"24'-5" A-591 A4 032A B4' - 1 0 " 1'-4 1/2" 2'-7 71/128"2'-7 25/128" © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 8 : 1 4 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 FURNITURE PLAN A-701 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 1/4" = 1'-0" A1 ENLARGED PLAN CONFIRMATION M A R K : D A T E : D E S C R I P T I O N : 5 6 7 8 A B C D A.2 A.4 A4 A-341 MENS DRESSING 137 VESTIBULE 138 MENS RESTROOM 139 BOOTH 136 INSTRUCTION C A145 INSTRUCTION A 141 INSTRUCTION B 142 CORRIDOR 140WAITING A144 ADMIN A143 3' - 3 1 / 2 " 4' - 1 0 " 1' - 8 " 1'-4 1/2"7'-0" 1' - 4 1 / 2 " 2'-4" 1' - 4 1 / 2 " © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 8 : 1 5 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 FURNITURE PLAN A-702 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 1/4" = 1'-0" A1 ENLARGED PLAN M A R K : D A T E : D E S C R I P T I O N : 4 5 6 7 H F G INSTRUCTION B 124 CORRIDOR 122 INSTRUCTION A 123 CORRIDOR A125 INSTRUCTION C A126 WOMEN'S DRESSING 120 5'-10" 3' - 6 " 7'-0" 1'-4 1/2" 4' - 1 0 " 4' - 1 0 " 4' - 1 0 " 1'-4 1/2" 1'-8" © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 8 : 1 6 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 FURNITURE PLAN A-703 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 1/4" = 1'-0" A1 ENLARGED PLAN M A R K : D A T E : D E S C R I P T I O N : EXISTING TO REMAIN TO BE DEMOLISHED LEGEND AD-112.1 A2 AD-111.1 A1 AD-112.1 C4 AD-112.1 C2 AD-121.1 A1 AD-122.1 A1 1. LEGAL: THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT ARE COMPOSED OF SETS OF DRAWINGS AND SPECIFICATIONS, AND THEREFORE SHALL BE USED AND MAINTAINED IN THEIR ENTIRETY. ANY CONTRACTOR, SUBCONTRACTOR, VENDOR OR PARTY PARTICIPATING IN OR BIDDING ON THIS PROJECT SHALL BE EXPECTED TO PERFORM DUE DILIGENCE TO ENSURE THEIR BID, WORK PERFORMED, AND MATERIALS PROVIDED CONFORMS TO THE INFORMATION PROVIDED WITHIN ANY AND ALL SHEETS OF DRAWINGS AND SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ANY SUBSEQUENT ADDENDA OR CLARIFICATIONS THAT MAY BE ISSUED RELEVANT TO THEIR SCOPE OF WORK.PROJECT SCOPE MAY BE DEFINED WITHIN SPECIFICATIONS AND/OR DRAWINGS. ADDITIONALLY, DRAWINGS MAY NOT BE RE-SCALED WHEN PRINTED, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE, AND LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ANY DEVIATION FROM OR CONFLICT WITHIN THE DRAWINGS AND/OR SPECIFICATIONS, MUST BE SUBMITTED TO AND APPROVED BY THE ARCHITECT BEFORE CONTINUING THAT PORTION OF WORK. 2. CONTRACTOR SHALL VERIFY LAY-OUT OF STRUCTURAL, MECHANICAL, AND ELECTRICAL. 3. ALL INTERIOR DIMENSIONS ARE TO/FROM FACE OF STUD / MASONRY. ALL EXTERIOR DIMENSIONS ARE TO/FROM FACE OF GRID/FOUNDATION. DIMENSIONS MARKED 'CLEAR' OR 'CLR' ARE FROM FACE OF FINISH TO FACE OF FINISH AND SHALL BE MAINTAINED AND CANNOT BE FIELD ADJUSTED WITHOUT PRIOR APPROVAL OF THE ARCHITECT. 4. PROTECT WALLS, CEILINGS, FLOORS AND OTHER EXISTING FINISH WORK THAT ARE TO REMAIN OR THAT ARE EXPOSED DURING SELECTIVE DEMOLITION OPERATIONS 5. PATCH AND REPAIR DAMAGE IN WALLS, CEILINGS, AND FLOORS RESULTING FROM DEMOLITION OF EXISTING ITEMS OR CONSTRUCTION OF NEW ITEMS AND/OR REPLACE WITH NEW TO MATCH EXISTING. CLEAN AND PREPARE TO RECEIVE NEW FINISH. PROVIDE PAINT/FINISH TOUCHUP AT ALL DEMO LOCATIONS. 6. PROVIDE DUST BARRIERS PROTECT ADJACENT AREAS FROM DUST AND DEBRIS DURING SELECTIVE DEMOLITION OPERATIONS. 7. TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF DEBRIS. 8. FIELD VERIFY EXISTING CONDITIONS AND THEIR COMPATIBILITY WITH NEW CONSTRUCTION PRIOR TO THE COMMENCEMENT OF WORK. COORDINATE DISCREPANCIES WITH ARCHITECT. 9. CLEAN ADJACENT IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSE BY SELECTIVE DEMOLITION OPERATIONS. 10. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN. 11. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. COORDINATE DISCREPANCIES WITH ARCHITECT PRIOR TO PROCEEDING WITH WORK. 12. SOME INCIDENTAL ITEMS REQUIRING REMOVAL MAY NOT BE SPECIFICALLY CALLED OUT. REMOVAL OF ALL ITEMS NECESSARY FOR THE COMPLETION OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. 13. DEMO EXISTING FLOOR CARPET AND FLOOR TILE TO THE EXTENTS SHOWN. GRIND DOWN SURFACE TO REMOVE ANY ADHESIVE AND OTHER VARIANCES IN THE EXISTING FLOOR. PREPARE FLOOR FOR A LEVELING COMPOUND. PREPARE FLOOR TO RECEIVE NEW FLOORING AS PER PROPOSED FLOORING REQUIREMENTS. 14. ALL OWNER EQUIPMENT THAT CONNECTS TO DATA TO BE REMOVED BY OWNER. 15. OWNER TO REMOVE ANY ITEMS TO BE SALVAGED PRIOR TO DEMOLITION. 16. SEE FLOOR PLAN FOR NEW LAYOUTS AND DIMENSIONS. 17. WALLS, DOORS, CABINETS, WINDOWS, CEILINGS, ETC. DASHED ARE TO BE REMOVED. 18. SEE MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS FOR PLUMBING DEMOLITION PLANS AND SCOPE. 19. PATCH AND REPAIR FLOORING AS REQUIRED NEAR DEMOLITION AREAS - MATCH EXISTING FLOORING GENERAL NOTES © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 8 : 1 7 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 OVERALL DEMOLITION PLAN AD-101 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 1/16" = 1'-0" A1 OVERALL DEMOLITION PLAN LOWER LEVEL 1/16" = 1'-0" C1 OVERALL DEMOLITION PLAN MAIN LEVEL NORTH NORTH M A R K : D A T E : D E S C R I P T I O N : 5 6 7 8 A B C A101O A101S A101QA101P WAITING 030 MAIN ELECTRICAL 028 MECHANICAL 032 CORRIDOR 031 3' - 2 1 / 4 " 4" 3' - 2 1 / 4 " 2' - 1 0 " A.4 D8 D2 D2 D2 D1 D3 D4 D4 D3 D1 D2 D4 D11 D8 D13 D4 D18 D19D19 D21 D21 D21 D26 D26 D26 D21 D26 5 6 7 8 A B C A.4 D5 D5 D4 D5 D3 D4 D14D14 D4 D19D19 D4 EXISTING TO REMAIN TO BE DEMOLISHED LEGEND 1. LEGAL: THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT ARE COMPOSED OF SETS OF DRAWINGS AND SPECIFICATIONS, AND THEREFORE SHALL BE USED AND MAINTAINED IN THEIR ENTIRETY. ANY CONTRACTOR, SUBCONTRACTOR, VENDOR OR PARTY PARTICIPATING IN OR BIDDING ON THIS PROJECT SHALL BE EXPECTED TO PERFORM DUE DILIGENCE TO ENSURE THEIR BID, WORK PERFORMED, AND MATERIALS PROVIDED CONFORMS TO THE INFORMATION PROVIDED WITHIN ANY AND ALL SHEETS OF DRAWINGS AND SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ANY SUBSEQUENT ADDENDA OR CLARIFICATIONS THAT MAY BE ISSUED RELEVANT TO THEIR SCOPE OF WORK.PROJECT SCOPE MAY BE DEFINED WITHIN SPECIFICATIONS AND/OR DRAWINGS. ADDITIONALLY, DRAWINGS MAY NOT BE RE-SCALED WHEN PRINTED, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE, AND LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ANY DEVIATION FROM OR CONFLICT WITHIN THE DRAWINGS AND/OR SPECIFICATIONS, MUST BE SUBMITTED TO AND APPROVED BY THE ARCHITECT BEFORE CONTINUING THAT PORTION OF WORK. 2. KEYNOTES: THE FIRST TWO NUMBERS REPRESENT THE RELATED CSI MASTER FORMAT DIVISION. THE SECOND SET OF NUMBERS REPRESENTS AN IDENTIFYING MARK VALUE. NOT ALL VALUES MAY BE USED OR OCCUR IN THE DOCUMENT SET. ADDITIONALLY, KEYNOTES RETAIN THEIR ASSIGNED VALUE UNIVERSALLY THROUGHOUT THE SET. THE KEYNOTES LISTED BELOW, REPRESENT THE KEYNOTES FOUND AND UTILIZED ON THIS SHEET AND EACH LIST WILL DIFFER RESPECTIVE TO ITS' SHEET. THEREFORE, BASED ON ACTUAL KEYNOTES UTILIZED ON A GIVEN SHEET OF DRAWINGS, GAPS IN THE SEQUENCING WILL OCCUR. 3. CONTRACTOR SHALL VERIFY LAY-OUT OF STRUCTURAL, MECHANICAL, AND ELECTRICAL. 4. ALL INTERIOR DIMENSIONS ARE TO/FROM FACE OF STUD / MASONRY. ALL EXTERIOR DIMENSIONS ARE TO/FROM FACE OF GRID/FOUNDATION. DIMENSIONS MARKED 'CLEAR' OR 'CLR' ARE FROM FACE OF FINISH TO FACE OF FINISH AND SHALL BE MAINTAINED AND CANNOT BE FIELD ADJUSTED WITHOUT PRIOR APPROVAL OF THE ARCHITECT. 5. PROTECT WALLS, CEILINGS, FLOORS AND OTHER EXISTING FINISH WORK THAT ARE TO REMAIN OR THAT ARE EXPOSED DURING SELECTIVE DEMOLITION OPERATIONS 6. PATCH AND REPAIR DAMAGE IN WALLS, CEILINGS, AND FLOORS RESULTING FROM DEMOLITION OF EXISTING ITEMS OR CONSTRUCTION OF NEW ITEMS AND/OR REPLACE WITH NEW TO MATCH EXISTING. CLEAN AND PREPARE TO RECEIVE NEW FINISH. PROVIDE PAINT/FINISH TOUCHUP AT ALL DEMO LOCATIONS. 7. PROVIDE DUST BARRIERS PROTECT ADJACENT AREAS FROM DUST AND DEBRIS DURING SELECTIVE DEMOLITION OPERATIONS. 8. TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF DEBRIS. 9. FIELD VERIFY EXISTING CONDITIONS AND THEIR COMPATIBILITY WITH NEW CONSTRUCTION PRIOR TO THE COMMENCEMENT OF WORK. COORDINATE DISCREPANCIES WITH ARCHITECT. 10. CLEAN ADJACENT IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSE BY SELECTIVE DEMOLITION OPERATIONS. 11. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN. 12. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. COORDINATE DISCREPANCIES WITH ARCHITECT PRIOR TO PROCEEDING WITH WORK. 13. SOME INCIDENTAL ITEMS REQUIRING REMOVAL MAY NOT BE SPECIFICALLY CALLED OUT. REMOVAL OF ALL ITEMS NECESSARY FOR THE COMPLETION OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. 14. DEMO EXISTING FLOOR CARPET AND FLOOR TILE TO THE EXTENTS SHOWN. GRIND DOWN SURFACE TO REMOVE ANY ADHESIVE AND OTHER VARIANCES IN THE EXISTING FLOOR. PREPARE FLOOR FOR A LEVELING COMPOUND. PREPARE FLOOR TO RECEIVE NEW FLOORING AS PER PROPOSED FLOORING REQUIREMENTS. 15. ALL OWNER EQUIPMENT THAT CONNECTS TO DATA TO BE REMOVED BY OWNER. 16. OWNER TO REMOVE ANY ITEMS TO BE SALVAGED PRIOR TO DEMOLITION. 17. SEE FLOOR PLAN FOR NEW LAYOUTS AND DIMENSIONS. 18. WALLS, DOORS, CABINETS, WINDOWS, CEILINGS, ETC. DASHED ARE TO BE REMOVED. 19. SEE MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS FOR PLUMBING DEMOLITION PLANS AND SCOPE - TYPICAL. 20. PATCH AND REPAIR FLOORING AS REQUIRED NEAR DEMOLITION AREAS - MATCH EXISTING FLOORING GENERAL NOTES # © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 8 : 1 9 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 DEMOLITION PLAN - LOWER LEVEL AD-111.1 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 1/4" = 1'-0" A1 ENLARGED DEMOLITION PLAN LOWER LEVEL 1/4" = 1'-0" C1 ENLARGED REFLECTED CEILING DEMOLITION PLAN LOWER LEVEL # NORTH NORTH MARK DESCRIPTION D1 WALL SYSTEM TO BE REMOVED IN ITS ENTIRETY - PATCH WHERE WALL MEETS WITH ANOTHER D2 REMOVE ENTIRE DOOR SYSTEM - MATCH INFILL OF WALL TO EXISTING STRUCTURE WHERE OCCURS D3 MILLWORK TO BE REMOVED AND DISCARDED D4 REMOVE PORTION OF WALL - PREPARE AREA FOR NEW DOOR SYSTEM - SEE PLANS AND DOOR SCHEDULE FOR SIZE D5 CEILING SYSTEM TO BE REMOVED IN ITS ENTIRETY - ALL LIGHT FIXTURES AND DIFFUSERS TO BE REMOVED WITH CEILING SYSTEM D8 LOCKERS TO BE REMOVED AND SAVED & RETURN TO OWNER - 1/2 HEIGHT LOCKERS TO BE REUSED AND RELOCATED - SEE SHEET A-421.1 & A-422.1 FOR NEW LOCATIONS - PROTECT AND REPAIR ADJACENT LOCKERS D11 REMOVE ELECTRICAL PANELS - CORRDINATE WITH ELECTRICAL DRAWINGS D13 REMOVE CONFIRMATION PODIUM, TO BE RELOCATED TO NEW CONFIRMATION ROOM. PROTECT DURING CONSTRUCTION D14 REMOVE MUD IN VENT AND PREPARE CEILING TO RECIEVE NEW LINEAR VENTS FIXTURE D18 DOOR TO BE REMOVED - DOOR LEAF TO BE RELOCATED FOR NEW LAUNDRY CHUTE - MATCH INFILL PF WALL TP EXISTING STRUCTURE WHERE OCCURS D19 CAREFULLY REMOVE UPPER CABINETS FOR REUSE IN NEW FIRST-AID ROOM D21 REMOVE WALL COVER FINISH - PREPARE SURFACE FOR NEW FINISH - SEE FINISH PLANS AND SCHEDULE FOR FINISH TYPE D26 FLOORING TO BE REMOVED, PREPARE SURFACE FOR NEW FINISH DEMOLITION KEYNOTES M A R K : D A T E : D E S C R I P T I O N : 8 9 C D E F BOYS RESTROOM 042 GIRLS RESTROOM 043 GIRL'S LOCKER 041 BOY'S LOCKER 040 VESTIBULE 049 VESTIBULE 044 VESTIBULE 045 FONT 046 VESTIBULE 048 CORRIDOR 031 D6 D6 D6 D6 D6 D6 EXISTING TO REMAIN TO BE DEMOLISHED LEGEND 1. LEGAL: THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT ARE COMPOSED OF SETS OF DRAWINGS AND SPECIFICATIONS, AND THEREFORE SHALL BE USED AND MAINTAINED IN THEIR ENTIRETY. ANY CONTRACTOR, SUBCONTRACTOR, VENDOR OR PARTY PARTICIPATING IN OR BIDDING ON THIS PROJECT SHALL BE EXPECTED TO PERFORM DUE DILIGENCE TO ENSURE THEIR BID, WORK PERFORMED, AND MATERIALS PROVIDED CONFORMS TO THE INFORMATION PROVIDED WITHIN ANY AND ALL SHEETS OF DRAWINGS AND SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ANY SUBSEQUENT ADDENDA OR CLARIFICATIONS THAT MAY BE ISSUED RELEVANT TO THEIR SCOPE OF WORK.PROJECT SCOPE MAY BE DEFINED WITHIN SPECIFICATIONS AND/OR DRAWINGS. ADDITIONALLY, DRAWINGS MAY NOT BE RE-SCALED WHEN PRINTED, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE, AND LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ANY DEVIATION FROM OR CONFLICT WITHIN THE DRAWINGS AND/OR SPECIFICATIONS, MUST BE SUBMITTED TO AND APPROVED BY THE ARCHITECT BEFORE CONTINUING THAT PORTION OF WORK. 2. KEYNOTES: THE FIRST TWO NUMBERS REPRESENT THE RELATED CSI MASTER FORMAT DIVISION. THE SECOND SET OF NUMBERS REPRESENTS AN IDENTIFYING MARK VALUE. NOT ALL VALUES MAY BE USED OR OCCUR IN THE DOCUMENT SET. ADDITIONALLY, KEYNOTES RETAIN THEIR ASSIGNED VALUE UNIVERSALLY THROUGHOUT THE SET. THE KEYNOTES LISTED BELOW, REPRESENT THE KEYNOTES FOUND AND UTILIZED ON THIS SHEET AND EACH LIST WILL DIFFER RESPECTIVE TO ITS' SHEET. THEREFORE, BASED ON ACTUAL KEYNOTES UTILIZED ON A GIVEN SHEET OF DRAWINGS, GAPS IN THE SEQUENCING WILL OCCUR. 3. CONTRACTOR SHALL VERIFY LAY-OUT OF STRUCTURAL, MECHANICAL, AND ELECTRICAL. 4. ALL INTERIOR DIMENSIONS ARE TO/FROM FACE OF STUD / MASONRY. ALL EXTERIOR DIMENSIONS ARE TO/FROM FACE OF GRID/FOUNDATION. DIMENSIONS MARKED 'CLEAR' OR 'CLR' ARE FROM FACE OF FINISH TO FACE OF FINISH AND SHALL BE MAINTAINED AND CANNOT BE FIELD ADJUSTED WITHOUT PRIOR APPROVAL OF THE ARCHITECT. 5. PROTECT WALLS, CEILINGS, FLOORS AND OTHER EXISTING FINISH WORK THAT ARE TO REMAIN OR THAT ARE EXPOSED DURING SELECTIVE DEMOLITION OPERATIONS 6. PATCH AND REPAIR DAMAGE IN WALLS, CEILINGS, AND FLOORS RESULTING FROM DEMOLITION OF EXISTING ITEMS OR CONSTRUCTION OF NEW ITEMS AND/OR REPLACE WITH NEW TO MATCH EXISTING. CLEAN AND PREPARE TO RECEIVE NEW FINISH. PROVIDE PAINT/FINISH TOUCHUP AT ALL DEMO LOCATIONS. 7. PROVIDE DUST BARRIERS PROTECT ADJACENT AREAS FROM DUST AND DEBRIS DURING SELECTIVE DEMOLITION OPERATIONS. 8. TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF DEBRIS. 9. FIELD VERIFY EXISTING CONDITIONS AND THEIR COMPATIBILITY WITH NEW CONSTRUCTION PRIOR TO THE COMMENCEMENT OF WORK. COORDINATE DISCREPANCIES WITH ARCHITECT. 10. CLEAN ADJACENT IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSE BY SELECTIVE DEMOLITION OPERATIONS. 11. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN. 12. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. COORDINATE DISCREPANCIES WITH ARCHITECT PRIOR TO PROCEEDING WITH WORK. 13. SOME INCIDENTAL ITEMS REQUIRING REMOVAL MAY NOT BE SPECIFICALLY CALLED OUT. REMOVAL OF ALL ITEMS NECESSARY FOR THE COMPLETION OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. 14. DEMO EXISTING FLOOR CARPET AND FLOOR TILE TO THE EXTENTS SHOWN. GRIND DOWN SURFACE TO REMOVE ANY ADHESIVE AND OTHER VARIANCES IN THE EXISTING FLOOR. PREPARE FLOOR FOR A LEVELING COMPOUND. PREPARE FLOOR TO RECEIVE NEW FLOORING AS PER PROPOSED FLOORING REQUIREMENTS. 15. ALL OWNER EQUIPMENT THAT CONNECTS TO DATA TO BE REMOVED BY OWNER. 16. OWNER TO REMOVE ANY ITEMS TO BE SALVAGED PRIOR TO DEMOLITION. 17. SEE FLOOR PLAN FOR NEW LAYOUTS AND DIMENSIONS. 18. WALLS, DOORS, CABINETS, WINDOWS, CEILINGS, ETC. DASHED ARE TO BE REMOVED. 19. SEE MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS FOR PLUMBING DEMOLITION PLANS AND SCOPE - TYPICAL. 20. PATCH AND REPAIR FLOORING AS REQUIRED NEAR DEMOLITION AREAS - MATCH EXISTING FLOORING GENERAL NOTES # FIRST AID ROOM 047 D17 D20 FONT 046D16D16 © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 8 : 2 0 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 DEMOLITION PLAN - LOWER LEVEL AD-112.1 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 1/4" = 1'-0" A2 PLAN - DEMOLITION # MARK DESCRIPTION D6 REMOVE DOOR SYSTEM - PREPARE AREA FOR NEW DOOR AND FRAME D16 DEMOLISH FONT FLOOR, STAIR, AND WALL TILE. PREPARE AND REPAIR SURFACE FOR NEW TILE FINISH D17 REMOVE SHELF AND HANGING ROD COMPLETE, PATCH AND PREPARE SURFACE FOR NEW FINISH. D20 REMOVE CASING AND TRIM - PREPARE AREA FOR NEW DOOR DEMOLITION KEYNOTES 1/4" = 1'-0" C4 PLAN DEMOLITION LOWER LEVEL1/4" = 1'-0" C2 PLAN - DEMOLITION LOWER LEVEL M A R K : D A T E : D E S C R I P T I O N : 5 6 7 8 A B C A.2 A.4 MENS DRESSING 137 VESTIBULE 138 BOOTH 136 MENS RESTROOM 139 INSTRUCTION A 141 INSTRUCTION B 142 CORRIDOR 140 D7 D7 D7 D9 D7 D8 D8 D8 D1 D3 2' - 5 " 1' - 8 1 / 4 " 1'-5" D21D21D21D21 D21D21D21D21D21D21D21D21 D23 D23 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 D8 D8 D8 D8D8 D8D8 D8D8 D8D8 D8D8 D8 D26 D26 D26 D26 D26 EXISTING TO REMAIN TO BE DEMOLISHED LEGEND 1. LEGAL: THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT ARE COMPOSED OF SETS OF DRAWINGS AND SPECIFICATIONS, AND THEREFORE SHALL BE USED AND MAINTAINED IN THEIR ENTIRETY. ANY CONTRACTOR, SUBCONTRACTOR, VENDOR OR PARTY PARTICIPATING IN OR BIDDING ON THIS PROJECT SHALL BE EXPECTED TO PERFORM DUE DILIGENCE TO ENSURE THEIR BID, WORK PERFORMED, AND MATERIALS PROVIDED CONFORMS TO THE INFORMATION PROVIDED WITHIN ANY AND ALL SHEETS OF DRAWINGS AND SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ANY SUBSEQUENT ADDENDA OR CLARIFICATIONS THAT MAY BE ISSUED RELEVANT TO THEIR SCOPE OF WORK.PROJECT SCOPE MAY BE DEFINED WITHIN SPECIFICATIONS AND/OR DRAWINGS. ADDITIONALLY, DRAWINGS MAY NOT BE RE-SCALED WHEN PRINTED, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE, AND LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ANY DEVIATION FROM OR CONFLICT WITHIN THE DRAWINGS AND/OR SPECIFICATIONS, MUST BE SUBMITTED TO AND APPROVED BY THE ARCHITECT BEFORE CONTINUING THAT PORTION OF WORK. 2. KEYNOTES: THE FIRST TWO NUMBERS REPRESENT THE RELATED CSI MASTER FORMAT DIVISION. THE SECOND SET OF NUMBERS REPRESENTS AN IDENTIFYING MARK VALUE. NOT ALL VALUES MAY BE USED OR OCCUR IN THE DOCUMENT SET. ADDITIONALLY, KEYNOTES RETAIN THEIR ASSIGNED VALUE UNIVERSALLY THROUGHOUT THE SET. THE KEYNOTES LISTED BELOW, REPRESENT THE KEYNOTES FOUND AND UTILIZED ON THIS SHEET AND EACH LIST WILL DIFFER RESPECTIVE TO ITS' SHEET. THEREFORE, BASED ON ACTUAL KEYNOTES UTILIZED ON A GIVEN SHEET OF DRAWINGS, GAPS IN THE SEQUENCING WILL OCCUR. 3. CONTRACTOR SHALL VERIFY LAY-OUT OF STRUCTURAL, MECHANICAL, AND ELECTRICAL. 4. ALL INTERIOR DIMENSIONS ARE TO/FROM FACE OF STUD / MASONRY. ALL EXTERIOR DIMENSIONS ARE TO/FROM FACE OF GRID/FOUNDATION. DIMENSIONS MARKED 'CLEAR' OR 'CLR' ARE FROM FACE OF FINISH TO FACE OF FINISH AND SHALL BE MAINTAINED AND CANNOT BE FIELD ADJUSTED WITHOUT PRIOR APPROVAL OF THE ARCHITECT. 5. PROTECT WALLS, CEILINGS, FLOORS AND OTHER EXISTING FINISH WORK THAT ARE TO REMAIN OR THAT ARE EXPOSED DURING SELECTIVE DEMOLITION OPERATIONS 6. PATCH AND REPAIR DAMAGE IN WALLS, CEILINGS, AND FLOORS RESULTING FROM DEMOLITION OF EXISTING ITEMS OR CONSTRUCTION OF NEW ITEMS AND/OR REPLACE WITH NEW TO MATCH EXISTING. CLEAN AND PREPARE TO RECEIVE NEW FINISH. PROVIDE PAINT/FINISH TOUCHUP AT ALL DEMO LOCATIONS. 7. PROVIDE DUST BARRIERS PROTECT ADJACENT AREAS FROM DUST AND DEBRIS DURING SELECTIVE DEMOLITION OPERATIONS. 8. TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF DEBRIS. 9. FIELD VERIFY EXISTING CONDITIONS AND THEIR COMPATIBILITY WITH NEW CONSTRUCTION PRIOR TO THE COMMENCEMENT OF WORK. COORDINATE DISCREPANCIES WITH ARCHITECT. 10. CLEAN ADJACENT IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSE BY SELECTIVE DEMOLITION OPERATIONS. 11. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN. 12. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. COORDINATE DISCREPANCIES WITH ARCHITECT PRIOR TO PROCEEDING WITH WORK. 13. SOME INCIDENTAL ITEMS REQUIRING REMOVAL MAY NOT BE SPECIFICALLY CALLED OUT. REMOVAL OF ALL ITEMS NECESSARY FOR THE COMPLETION OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. 14. DEMO EXISTING FLOOR CARPET AND FLOOR TILE TO THE EXTENTS SHOWN. GRIND DOWN SURFACE TO REMOVE ANY ADHESIVE AND OTHER VARIANCES IN THE EXISTING FLOOR. PREPARE FLOOR FOR A LEVELING COMPOUND. PREPARE FLOOR TO RECEIVE NEW FLOORING AS PER PROPOSED FLOORING REQUIREMENTS. 15. ALL OWNER EQUIPMENT THAT CONNECTS TO DATA TO BE REMOVED BY OWNER. 16. OWNER TO REMOVE ANY ITEMS TO BE SALVAGED PRIOR TO DEMOLITION. 17. SEE FLOOR PLAN FOR NEW LAYOUTS AND DIMENSIONS. 18. WALLS, DOORS, CABINETS, WINDOWS, CEILINGS, ETC. DASHED ARE TO BE REMOVED. 19. SEE MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS FOR PLUMBING DEMOLITION PLANS AND SCOPE - TYPICAL. 20. PATCH AND REPAIR FLOORING AS REQUIRED NEAR DEMOLITION AREAS - MATCH EXISTING FLOORING GENERAL NOTES # © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 8 : 2 2 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 DEMOLITION PLAN - MAIN LEVEL AD-121.1 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 1/4" = 1'-0" A1 ENLARGED DEMOLITION PLAN MAIN LEVEL # NORTH MARK DESCRIPTION D1 WALL SYSTEM TO BE REMOVED IN ITS ENTIRETY - PATCH WHERE WALL MEETS WITH ANOTHER D3 MILLWORK TO BE REMOVED AND DISCARDED D7 LOCKER PARTITIONS AND DOORS TO BE REMOVED IN ITS ENTIRETY D8 LOCKERS TO BE REMOVED AND SAVED & RETURN TO OWNER - 1/2 HEIGHT LOCKERS TO BE REUSED AND RELOCATED - SEE SHEET A-421.1 & A-422.1 FOR NEW LOCATIONS - PROTECT AND REPAIR ADJACENT LOCKERS D9 REMOVE PORTION OF CONCRETE FLOOR STRUCTURE FOR NEW LAUNDRY CHUTE SYSTEM D21 REMOVE WALL COVER FINISH - PREPARE SURFACE FOR NEW FINISH - SEE FINISH PLANS AND SCHEDULE FOR FINISH TYPE D23 REMOVE PEDESTAL SINK - PREPARE FLOOR AND PLUMBING FOR NEW PEDESTAL SINK D26 FLOORING TO BE REMOVED, PREPARE SURFACE FOR NEW FINISH DEMOLITION KEYNOTES M A R K : D A T E : D E S C R I P T I O N : 1 1 0 .2 8 .2 0 2 1 A d d e n d u m 1 EXISTING TO REMAIN TO BE DEMOLISHED LEGEND 1. LEGAL: THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT ARE COMPOSED OF SETS OF DRAWINGS AND SPECIFICATIONS, AND THEREFORE SHALL BE USED AND MAINTAINED IN THEIR ENTIRETY. ANY CONTRACTOR, SUBCONTRACTOR, VENDOR OR PARTY PARTICIPATING IN OR BIDDING ON THIS PROJECT SHALL BE EXPECTED TO PERFORM DUE DILIGENCE TO ENSURE THEIR BID, WORK PERFORMED, AND MATERIALS PROVIDED CONFORMS TO THE INFORMATION PROVIDED WITHIN ANY AND ALL SHEETS OF DRAWINGS AND SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ANY SUBSEQUENT ADDENDA OR CLARIFICATIONS THAT MAY BE ISSUED RELEVANT TO THEIR SCOPE OF WORK.PROJECT SCOPE MAY BE DEFINED WITHIN SPECIFICATIONS AND/OR DRAWINGS. ADDITIONALLY, DRAWINGS MAY NOT BE RE-SCALED WHEN PRINTED, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE, AND LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ANY DEVIATION FROM OR CONFLICT WITHIN THE DRAWINGS AND/OR SPECIFICATIONS, MUST BE SUBMITTED TO AND APPROVED BY THE ARCHITECT BEFORE CONTINUING THAT PORTION OF WORK. 2. KEYNOTES: THE FIRST TWO NUMBERS REPRESENT THE RELATED CSI MASTER FORMAT DIVISION. THE SECOND SET OF NUMBERS REPRESENTS AN IDENTIFYING MARK VALUE. NOT ALL VALUES MAY BE USED OR OCCUR IN THE DOCUMENT SET. ADDITIONALLY, KEYNOTES RETAIN THEIR ASSIGNED VALUE UNIVERSALLY THROUGHOUT THE SET. THE KEYNOTES LISTED BELOW, REPRESENT THE KEYNOTES FOUND AND UTILIZED ON THIS SHEET AND EACH LIST WILL DIFFER RESPECTIVE TO ITS' SHEET. THEREFORE, BASED ON ACTUAL KEYNOTES UTILIZED ON A GIVEN SHEET OF DRAWINGS, GAPS IN THE SEQUENCING WILL OCCUR. 3. CONTRACTOR SHALL VERIFY LAY-OUT OF STRUCTURAL, MECHANICAL, AND ELECTRICAL. 4. ALL INTERIOR DIMENSIONS ARE TO/FROM FACE OF STUD / MASONRY. ALL EXTERIOR DIMENSIONS ARE TO/FROM FACE OF GRID/FOUNDATION. DIMENSIONS MARKED 'CLEAR' OR 'CLR' ARE FROM FACE OF FINISH TO FACE OF FINISH AND SHALL BE MAINTAINED AND CANNOT BE FIELD ADJUSTED WITHOUT PRIOR APPROVAL OF THE ARCHITECT. 5. PROTECT WALLS, CEILINGS, FLOORS AND OTHER EXISTING FINISH WORK THAT ARE TO REMAIN OR THAT ARE EXPOSED DURING SELECTIVE DEMOLITION OPERATIONS 6. PATCH AND REPAIR DAMAGE IN WALLS, CEILINGS, AND FLOORS RESULTING FROM DEMOLITION OF EXISTING ITEMS OR CONSTRUCTION OF NEW ITEMS AND/OR REPLACE WITH NEW TO MATCH EXISTING. CLEAN AND PREPARE TO RECEIVE NEW FINISH. PROVIDE PAINT/FINISH TOUCHUP AT ALL DEMO LOCATIONS. 7. PROVIDE DUST BARRIERS PROTECT ADJACENT AREAS FROM DUST AND DEBRIS DURING SELECTIVE DEMOLITION OPERATIONS. 8. TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF DEBRIS. 9. FIELD VERIFY EXISTING CONDITIONS AND THEIR COMPATIBILITY WITH NEW CONSTRUCTION PRIOR TO THE COMMENCEMENT OF WORK. COORDINATE DISCREPANCIES WITH ARCHITECT. 10. CLEAN ADJACENT IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSE BY SELECTIVE DEMOLITION OPERATIONS. 11. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN. 12. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. COORDINATE DISCREPANCIES WITH ARCHITECT PRIOR TO PROCEEDING WITH WORK. 13. SOME INCIDENTAL ITEMS REQUIRING REMOVAL MAY NOT BE SPECIFICALLY CALLED OUT. REMOVAL OF ALL ITEMS NECESSARY FOR THE COMPLETION OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. 14. DEMO EXISTING FLOOR CARPET AND FLOOR TILE TO THE EXTENTS SHOWN. GRIND DOWN SURFACE TO REMOVE ANY ADHESIVE AND OTHER VARIANCES IN THE EXISTING FLOOR. PREPARE FLOOR FOR A LEVELING COMPOUND. PREPARE FLOOR TO RECEIVE NEW FLOORING AS PER PROPOSED FLOORING REQUIREMENTS. 15. ALL OWNER EQUIPMENT THAT CONNECTS TO DATA TO BE REMOVED BY OWNER. 16. OWNER TO REMOVE ANY ITEMS TO BE SALVAGED PRIOR TO DEMOLITION. 17. SEE FLOOR PLAN FOR NEW LAYOUTS AND DIMENSIONS. 18. WALLS, DOORS, CABINETS, WINDOWS, CEILINGS, ETC. DASHED ARE TO BE REMOVED. 19. SEE MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS FOR PLUMBING DEMOLITION PLANS AND SCOPE - TYPICAL. 20. PATCH AND REPAIR FLOORING AS REQUIRED NEAR DEMOLITION AREAS - MATCH EXISTING FLOORING GENERAL NOTES # 5 6 7 8 A B C A.2 A.4 D10 D15 9'-4 7/8"12'-6 1/4" 4' - 1 1 7 / 8 " 9' - 7 1 / 4 " D22D22 © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 8 : 2 2 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 DEMOLITION CEILING PLAN - MAIN LEVEL AD-121.2 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 # 1/4" = 1'-0" A1 ENLARGED REFLECTED CEILING DEMOLITION PLAN MAIN LEVEL NORTHNORTH MARK DESCRIPTION D10 PORTION OF CEILING SYSTEM TO BE REMOVED - ALL FRAMING, TRIM, LIGHT FIXTURES AND DIFFUSERS TO BE REMOVED ALONG WITH CEILING - SEE MEACHANICAL AND ELECTRICAL D15 REMOVE CEILING REGISTER, PREPARE AREA FOR NEW FINISH - SEE MECHANICAL D22 REMOVE PORTION OF GYP BD AND PREPARE AREA FOR NEW BULK HEAD DEMOLITION KEYNOTES COORDINATE W/ REMODEL PLANS, TYPICAL CO O R D I N A T E W / R E M O D E L PL A N S , T Y P I C A L M A R K : D A T E : D E S C R I P T I O N : 4 5 6 7 H F G WOMEN'S DRESSING 120 CORRIDOR 122 INSTRUCTION B 124 INSTRUCTION A 123 D7 D8 D7 D7 D7 D8 D7 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/21/21/2 D21D21D21D21 D21D21D21D21 D21D21D21D21 D8 D8D8 D8D8D8 D8D8 D8D8 D8D8 D23 D23 D24D24 D24D24 D26 D26 D26 D26 EXISTING TO REMAIN TO BE DEMOLISHED LEGEND 1. LEGAL: THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT ARE COMPOSED OF SETS OF DRAWINGS AND SPECIFICATIONS, AND THEREFORE SHALL BE USED AND MAINTAINED IN THEIR ENTIRETY. ANY CONTRACTOR, SUBCONTRACTOR, VENDOR OR PARTY PARTICIPATING IN OR BIDDING ON THIS PROJECT SHALL BE EXPECTED TO PERFORM DUE DILIGENCE TO ENSURE THEIR BID, WORK PERFORMED, AND MATERIALS PROVIDED CONFORMS TO THE INFORMATION PROVIDED WITHIN ANY AND ALL SHEETS OF DRAWINGS AND SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ANY SUBSEQUENT ADDENDA OR CLARIFICATIONS THAT MAY BE ISSUED RELEVANT TO THEIR SCOPE OF WORK.PROJECT SCOPE MAY BE DEFINED WITHIN SPECIFICATIONS AND/OR DRAWINGS. ADDITIONALLY, DRAWINGS MAY NOT BE RE-SCALED WHEN PRINTED, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE, AND LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ANY DEVIATION FROM OR CONFLICT WITHIN THE DRAWINGS AND/OR SPECIFICATIONS, MUST BE SUBMITTED TO AND APPROVED BY THE ARCHITECT BEFORE CONTINUING THAT PORTION OF WORK. 2. KEYNOTES: THE FIRST TWO NUMBERS REPRESENT THE RELATED CSI MASTER FORMAT DIVISION. THE SECOND SET OF NUMBERS REPRESENTS AN IDENTIFYING MARK VALUE. NOT ALL VALUES MAY BE USED OR OCCUR IN THE DOCUMENT SET. ADDITIONALLY, KEYNOTES RETAIN THEIR ASSIGNED VALUE UNIVERSALLY THROUGHOUT THE SET. THE KEYNOTES LISTED BELOW, REPRESENT THE KEYNOTES FOUND AND UTILIZED ON THIS SHEET AND EACH LIST WILL DIFFER RESPECTIVE TO ITS' SHEET. THEREFORE, BASED ON ACTUAL KEYNOTES UTILIZED ON A GIVEN SHEET OF DRAWINGS, GAPS IN THE SEQUENCING WILL OCCUR. 3. CONTRACTOR SHALL VERIFY LAY-OUT OF STRUCTURAL, MECHANICAL, AND ELECTRICAL. 4. ALL INTERIOR DIMENSIONS ARE TO/FROM FACE OF STUD / MASONRY. ALL EXTERIOR DIMENSIONS ARE TO/FROM FACE OF GRID/FOUNDATION. DIMENSIONS MARKED 'CLEAR' OR 'CLR' ARE FROM FACE OF FINISH TO FACE OF FINISH AND SHALL BE MAINTAINED AND CANNOT BE FIELD ADJUSTED WITHOUT PRIOR APPROVAL OF THE ARCHITECT. 5. PROTECT WALLS, CEILINGS, FLOORS AND OTHER EXISTING FINISH WORK THAT ARE TO REMAIN OR THAT ARE EXPOSED DURING SELECTIVE DEMOLITION OPERATIONS 6. PATCH AND REPAIR DAMAGE IN WALLS, CEILINGS, AND FLOORS RESULTING FROM DEMOLITION OF EXISTING ITEMS OR CONSTRUCTION OF NEW ITEMS AND/OR REPLACE WITH NEW TO MATCH EXISTING. CLEAN AND PREPARE TO RECEIVE NEW FINISH. PROVIDE PAINT/FINISH TOUCHUP AT ALL DEMO LOCATIONS. 7. PROVIDE DUST BARRIERS PROTECT ADJACENT AREAS FROM DUST AND DEBRIS DURING SELECTIVE DEMOLITION OPERATIONS. 8. TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF DEBRIS. 9. FIELD VERIFY EXISTING CONDITIONS AND THEIR COMPATIBILITY WITH NEW CONSTRUCTION PRIOR TO THE COMMENCEMENT OF WORK. COORDINATE DISCREPANCIES WITH ARCHITECT. 10. CLEAN ADJACENT IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSE BY SELECTIVE DEMOLITION OPERATIONS. 11. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN. 12. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. COORDINATE DISCREPANCIES WITH ARCHITECT PRIOR TO PROCEEDING WITH WORK. 13. SOME INCIDENTAL ITEMS REQUIRING REMOVAL MAY NOT BE SPECIFICALLY CALLED OUT. REMOVAL OF ALL ITEMS NECESSARY FOR THE COMPLETION OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. 14. DEMO EXISTING FLOOR CARPET AND FLOOR TILE TO THE EXTENTS SHOWN. GRIND DOWN SURFACE TO REMOVE ANY ADHESIVE AND OTHER VARIANCES IN THE EXISTING FLOOR. PREPARE FLOOR FOR A LEVELING COMPOUND. PREPARE FLOOR TO RECEIVE NEW FLOORING AS PER PROPOSED FLOORING REQUIREMENTS. 15. ALL OWNER EQUIPMENT THAT CONNECTS TO DATA TO BE REMOVED BY OWNER. 16. OWNER TO REMOVE ANY ITEMS TO BE SALVAGED PRIOR TO DEMOLITION. 17. SEE FLOOR PLAN FOR NEW LAYOUTS AND DIMENSIONS. 18. WALLS, DOORS, CABINETS, WINDOWS, CEILINGS, ETC. DASHED ARE TO BE REMOVED. 19. SEE MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS FOR PLUMBING DEMOLITION PLANS AND SCOPE - TYPICAL. 20. PATCH AND REPAIR FLOORING AS REQUIRED NEAR DEMOLITION AREAS - MATCH EXISTING FLOORING GENERAL NOTES # © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 8 : 2 4 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 DEMOLITION PLAN - MAIN LEVEL AD-122.1 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 1/4" = 1'-0" A1 ENLARGED DEMOLITION PLAN # MARK DESCRIPTION D7 LOCKER PARTITIONS AND DOORS TO BE REMOVED IN ITS ENTIRETY D8 LOCKERS TO BE REMOVED AND SAVED & RETURN TO OWNER - 1/2 HEIGHT LOCKERS TO BE REUSED AND RELOCATED - SEE SHEET A-421.1 & A-422.1 FOR NEW LOCATIONS - PROTECT AND REPAIR ADJACENT LOCKERS D21 REMOVE WALL COVER FINISH - PREPARE SURFACE FOR NEW FINISH - SEE FINISH PLANS AND SCHEDULE FOR FINISH TYPE D23 REMOVE PEDESTAL SINK - PREPARE FLOOR AND PLUMBING FOR NEW PEDESTAL SINK D24 REMOVE ALL CURTAINS - REUSE IN MEN'S INITIATORY AS NEEDED - SAVE EXTRAS AND RETURN TO OWNER D26 FLOORING TO BE REMOVED, PREPARE SURFACE FOR NEW FINISH DEMOLITION KEYNOTES M A R K : D A T E : D E S C R I P T I O N : 1 1 0 .2 8 .2 0 2 1 A d d e n d u m 1 EXISTING TO REMAIN TO BE DEMOLISHED LEGEND 1. LEGAL: THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT ARE COMPOSED OF SETS OF DRAWINGS AND SPECIFICATIONS, AND THEREFORE SHALL BE USED AND MAINTAINED IN THEIR ENTIRETY. ANY CONTRACTOR, SUBCONTRACTOR, VENDOR OR PARTY PARTICIPATING IN OR BIDDING ON THIS PROJECT SHALL BE EXPECTED TO PERFORM DUE DILIGENCE TO ENSURE THEIR BID, WORK PERFORMED, AND MATERIALS PROVIDED CONFORMS TO THE INFORMATION PROVIDED WITHIN ANY AND ALL SHEETS OF DRAWINGS AND SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ANY SUBSEQUENT ADDENDA OR CLARIFICATIONS THAT MAY BE ISSUED RELEVANT TO THEIR SCOPE OF WORK.PROJECT SCOPE MAY BE DEFINED WITHIN SPECIFICATIONS AND/OR DRAWINGS. ADDITIONALLY, DRAWINGS MAY NOT BE RE-SCALED WHEN PRINTED, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE, AND LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ANY DEVIATION FROM OR CONFLICT WITHIN THE DRAWINGS AND/OR SPECIFICATIONS, MUST BE SUBMITTED TO AND APPROVED BY THE ARCHITECT BEFORE CONTINUING THAT PORTION OF WORK. 2. KEYNOTES: THE FIRST TWO NUMBERS REPRESENT THE RELATED CSI MASTER FORMAT DIVISION. THE SECOND SET OF NUMBERS REPRESENTS AN IDENTIFYING MARK VALUE. NOT ALL VALUES MAY BE USED OR OCCUR IN THE DOCUMENT SET. ADDITIONALLY, KEYNOTES RETAIN THEIR ASSIGNED VALUE UNIVERSALLY THROUGHOUT THE SET. THE KEYNOTES LISTED BELOW, REPRESENT THE KEYNOTES FOUND AND UTILIZED ON THIS SHEET AND EACH LIST WILL DIFFER RESPECTIVE TO ITS' SHEET. THEREFORE, BASED ON ACTUAL KEYNOTES UTILIZED ON A GIVEN SHEET OF DRAWINGS, GAPS IN THE SEQUENCING WILL OCCUR. 3. CONTRACTOR SHALL VERIFY LAY-OUT OF STRUCTURAL, MECHANICAL, AND ELECTRICAL. 4. ALL INTERIOR DIMENSIONS ARE TO/FROM FACE OF STUD / MASONRY. ALL EXTERIOR DIMENSIONS ARE TO/FROM FACE OF GRID/FOUNDATION. DIMENSIONS MARKED 'CLEAR' OR 'CLR' ARE FROM FACE OF FINISH TO FACE OF FINISH AND SHALL BE MAINTAINED AND CANNOT BE FIELD ADJUSTED WITHOUT PRIOR APPROVAL OF THE ARCHITECT. 5. PROTECT WALLS, CEILINGS, FLOORS AND OTHER EXISTING FINISH WORK THAT ARE TO REMAIN OR THAT ARE EXPOSED DURING SELECTIVE DEMOLITION OPERATIONS 6. PATCH AND REPAIR DAMAGE IN WALLS, CEILINGS, AND FLOORS RESULTING FROM DEMOLITION OF EXISTING ITEMS OR CONSTRUCTION OF NEW ITEMS AND/OR REPLACE WITH NEW TO MATCH EXISTING. CLEAN AND PREPARE TO RECEIVE NEW FINISH. PROVIDE PAINT/FINISH TOUCHUP AT ALL DEMO LOCATIONS. 7. PROVIDE DUST BARRIERS PROTECT ADJACENT AREAS FROM DUST AND DEBRIS DURING SELECTIVE DEMOLITION OPERATIONS. 8. TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF DEBRIS. 9. FIELD VERIFY EXISTING CONDITIONS AND THEIR COMPATIBILITY WITH NEW CONSTRUCTION PRIOR TO THE COMMENCEMENT OF WORK. COORDINATE DISCREPANCIES WITH ARCHITECT. 10. CLEAN ADJACENT IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSE BY SELECTIVE DEMOLITION OPERATIONS. 11. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN. 12. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. COORDINATE DISCREPANCIES WITH ARCHITECT PRIOR TO PROCEEDING WITH WORK. 13. SOME INCIDENTAL ITEMS REQUIRING REMOVAL MAY NOT BE SPECIFICALLY CALLED OUT. REMOVAL OF ALL ITEMS NECESSARY FOR THE COMPLETION OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. 14. DEMO EXISTING FLOOR CARPET AND FLOOR TILE TO THE EXTENTS SHOWN. GRIND DOWN SURFACE TO REMOVE ANY ADHESIVE AND OTHER VARIANCES IN THE EXISTING FLOOR. PREPARE FLOOR FOR A LEVELING COMPOUND. PREPARE FLOOR TO RECEIVE NEW FLOORING AS PER PROPOSED FLOORING REQUIREMENTS. 15. ALL OWNER EQUIPMENT THAT CONNECTS TO DATA TO BE REMOVED BY OWNER. 16. OWNER TO REMOVE ANY ITEMS TO BE SALVAGED PRIOR TO DEMOLITION. 17. SEE FLOOR PLAN FOR NEW LAYOUTS AND DIMENSIONS. 18. WALLS, DOORS, CABINETS, WINDOWS, CEILINGS, ETC. DASHED ARE TO BE REMOVED. 19. SEE MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS FOR PLUMBING DEMOLITION PLANS AND SCOPE - TYPICAL. 20. PATCH AND REPAIR FLOORING AS REQUIRED NEAR DEMOLITION AREAS - MATCH EXISTING FLOORING GENERAL NOTES # 4 5 6 7 H F G D10 COORDINATE W/ REMODEL PLANS, TYPICAL CO O R D I N A T E W / R E M O D E L PL A N S , T Y P I C A L 22 ' - 6 " 9'-7 7/8" D15 D22D22 © COPYRIGHT DESIGN WEST ARCHITECTS54321 A B D C de s i g n w e s t ar c h i t e c t s 25 5 S O U T H 3 0 0 W E S T 79 5 N O R T H 4 0 0 W E S T LO G A N U T 8 4 3 2 1 SA L T L A K E C I T Y U T 8 4 1 0 3 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: 11 / 2 9 / 2 0 2 1 2 : 0 8 : 2 5 P M C : \ U s e r s \ m i c h a e l r \ D o c u m e n t s \ R e xb u r g T e m p l e _ R 2 1 _ m i k e r i g b y . r v t RE X B U R G I D A H O T E M P L E 7t h S O U T H 2 n d E A S T RE X B U R G , I D 8 3 4 4 0 220038 LOYND RIGBY 10.01.2021 DEMOLITION CEILING PLAN - MAIN LEVEL AD-122.2 BI D S E T TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S CO N F I R M A T I O N A N D I N I T I A T O R Y R E M O D E L 2021 DEMOLITION KEYNOTES # 1/4" = 1'-0" A1 A-DCP-2 - WOMEN'S DRESSING MARK DESCRIPTION D10 PORTION OF CEILING SYSTEM TO BE REMOVED - ALL FRAMING, TRIM, LIGHT FIXTURES AND DIFFUSERS TO BE REMOVED ALONG WITH CEILING - SEE MEACHANICAL AND ELECTRICAL D15 REMOVE CEILING REGISTER, PREPARE AREA FOR NEW FINISH - SEE MECHANICAL D22 REMOVE PORTION OF GYP BD AND PREPARE AREA FOR NEW BULK HEAD M A R K : D A T E : D E S C R I P T I O N : © C O P Y R I G H T D E S I G N W E S T A R C H I T E C T S 5 4 3 21 A B DC design west architects 255 SOUTH 300 WEST 795 NORTH 400 WEST LOGAN UT 84321 SALT LAKE CITY UT 84103 P R O J E C T # : D R A W N B Y : C H E C K E D B Y : I S S U E D : REXBURG IDAHO TEMPLE 7th SOUTH 2nd EAST REXBURG, ID 834402 2 0 0 3 8 N F M E C H A N I C A L S C H E D U L E S H E E T M 0 0 1 THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS CONFIRMATION AND INITIATORY PROJECTS 2 0 2 1 MARK:DATE:DESCRIPTION: SITE CLIMATE DESIGN CONDITIONSLOCATIONELEVATIONDESING CONDITIONS IN ° FAHRENHEITREMARKSABOVE SEASUMMERWINTERLEVEL IN FEETDRY BULBWET BULBDRY BULBREXBURG IDAHO TEMPLE5,0009161-18-CIRCUIT BALANCE VAL V E S S I Z I N G S C H E D U L E BELL & GOSSETT BALANCE VALVET&A BALANCE VAVLETACO ACCU-FLO BALANCE VALVEFL O W S E T B A L A N C E V A V L E G E R A N D B A L A N C E V A V L E R E M A R K S GPM FLOW 1-5 FT HDMODEL ANDSIZEGPM FLOW 1-5 FT HDMODEL ANDSIZEGPM FLOW 1-5 FT HDACCU-FLO SIZEGPM FLOW 1-5 F T H D V E N T U R I N U M B E R V A L V E S I Z E S G P M F L O W 1 - 5 F T H D V E N T U R I N U M B E R V A L V E S I Z E MIN.MAX.MIN.MAX.MIN.MAX.MIN. M A X . M I N . M A X . 0.11RF-1/2"0.43STAD-1/2"0.52.51/2"0.2 0 . 7 1 1 / 2 " - 1 " 0 . 2 0 . 4 7 V 2 1 1 / 2 " M E C H A N I C A L C O N T R A C T O R S H A L L P R O V I D E A N D I N S T A L L C I R C U I T B A L A N C I N G V A L V E S O F S I Z E A N D M A N U F A C T U R E R I N D I C T E D F O R T H E R E Q U I R E D G P M F L O W R A T E . S E E S C H E D U L E S , F L O W D I A G R A M S , D E T A I L S , A N D S P E C I F I C A T I O N S F O R A L L O T H E R C I R C U I T B A L A N C E V A L V E R E Q U I R M E N T S . 0.251.1RF-3/4"1.56.5STAD-3/4"24.53/4"0.4 1 . 4 2 1 / 2 " - 1 " 0 . 2 0 . 4 7 V 3 4 3 / 4 " 0.52.5CB-1/2"2.610STAD-1"4101"1 3 . 5 3 1 / 2 " - 1 " 0 . 4 2 1 V 1 4 3 / 4 " 25CB-3/4"416STAD-1 1/4"8201 1/4"2.2 7 4 1 / 2 " - 1 " 0 . 5 6 1 . 2 V 2 2 1 / 2 " 49.5CB-1"622STAD-1 1/2"14351 1/2"2.6 8 . 5 5 1 / 2 " - 1 1 / 4 " 0 . 8 1 . 7 V 1 5 3 / 4 " 921CB-1 1/4"1038STAD-2"30702"8 1 9 6 1 / 2 " - 1 1 / 4 " 1 . 1 2 . 5 V 2 8 3 / 4 " 1532CB-1 1/2"2699STAF, G-2 1/2"451202 1/2"9.5 3 3 7 1 1 / 4 " - 2 " 1 . 1 2 . 5 V 2 4 1 / 2 " 3065CB-2"37139STAF, G-3"952203"22 9 4 8 2 1 / 4 " - 2 " 1 . 9 4 . 3 V 3 3 1 / 2 " 45100CB-2 1/2"58220STAF, G-4"1804504"26 5 0 2 0 0 L 2 " - 8 " 2 . 6 6 V 2 9 3 / 4 " 80175CB-3"95348STAF, G-5"---42 8 5 2 0 0 H 2 " - 8 " 4 . 2 9 V 4 6 1 " 170400CB-4"130485STAF, G-6"---40 8 5 2 5 0 L 2 1 / 2 " - 8 " 4 . 8 1 1 V 5 5 3 / 4 " S E L E C T I O N B A S E D O N 1 - 5 F T . H D . R A N G E O F A D J U S T M E N T A N D A M A X I M U M O F 2 . 3 F T . H D . O F P R E S S U R E D R O P F O R T H E V A L V E I N T H E O P E N P O S I T I O N . I M P R O P E R L Y S I Z E D B A L A N C E V A L V E S S H A L L B E R E P L A C E D B Y T H E C O N T R A C T O R A T N O A D D I T I O N A L C O S T T O T H E O W N E R O R T H E P R O J E C T . 220500CB-4" F&G235890STAF, G-8"---90 1 8 0 2 5 0 H 2 1 / 2 " - 8 " 7 1 6 V 4 7 1 " 300650CB-5"3601375STAF,G-10"---80 1 7 0 3 0 0 L 3 " - 8 " 1 1 . 5 2 6 V 5 1 1 1 / 4 " 450950CB-6"------170 3 5 0 3 0 0 H 3 " - 8 " 1 3 3 3 V 4 9 1 " 6501300CB-8"------140 3 0 0 4 0 0 L 4 " - 8 " 1 6 3 7 V 5 0 1 1 / 2 " ---------200 4 0 0 4 0 0 H 4 " - 8 " 2 8 6 4 V 4 8 2 " ---------200 4 0 0 5 0 0 L 5 " - 8 " 4 5 1 0 0 V 6 0 2 1 / 2 " ---------400 8 2 5 5 0 0 H 5 " - 8 " 6 9 1 5 0 V 6 3 3 " ---------375 7 7 5 6 0 0 L 6 " - 8 " 1 5 0 3 8 0 V 7 4 4 " ---------7251 5 0 0 6 0 0 H 6 " - 8 " - - - - SEE SPECIFICATION SECTION 230523 GRILLE AND DIFFUSER SCHEDULESYMBOLSERVICELOCATIONMOUNTINGTYPEMANUFACTURERMODELARCHITECTURALSTAMPED GRILLEPATTERN R E M A R K S S-1SUPPLYCEILINGSURFACETITUSTDC- B O R D E R T Y P E 6 S-2SUPPLYCEILINGLAY-INTITUSTDC- B O R D E R T Y P E 3 S-3SUPPLYCEILINGSURFACETITUSML-38-BORDER T Y P E 2 A , C O N C E A L E D M O U N T E D R-1RETURNCEILINGSURFACETITUS25RL-BORDER TYPE 1, F A S T E N I N G S T Y P E C ( C O N C E A L E D S C R E W ) R-2RETURNSIDEWALLSURFACEKEES-SE0887/8" S E A S H E L L P A T T E R N , P R I M E F I N I S H R-3RETURNSIDEWALLSURFACEKEES-SE0887/8" SEAS H E L L P A T T E R N , S A T I N B R O N Z E F I N I S H SEE SPECIFICATION SECTION 233713VARIABLE AIR VOLUME TERM I N A L B O X W I T H R E - H E A T S C H E D U L E SYMBOLROOM SERVEDMAXIMUMCOOLING CFM MAXIMUMHEATING CFM MINIMUMAIRFLOW CFM HEATING CO I L I N F O R M A T I O N T I T U S M O D E L T I T U S S I Z E I N C H E S M I N . T I T U S S I Z E I N C H E S R E M A R K S GPMHEATINGCAPACITY MBHROWS F P I P R O P . G L Y C O L E W T D E G . F . M A X P R E S S U R E D R O P F T . W . C . VAVR-030WAITING AREA250120650.541 1 0 3 5 % 1 8 0 0 . 5 D E S V 6 6 - VAVR-030ACONFIRMATION #2180105750.53.81 1 0 3 5 % 1 8 0 0 . 5 D E S V 6 6 - VAVR-052CONFIRMATION #1180105650.53.81 1 0 3 5 % 1 8 0 0 . 5 D E S V 6 6 - VAVR-120ASISTERS DRESSING750450225115.42 1 2 3 5 % 1 8 0 0 . 5 D E S V 1 0 1 0 - VAVR-120BSISTERS DRESSING85536026019.7- - 3 5 % 1 8 0 0 . 7 - 1 2 1 2 E X I S T I N G B O X T O R E M A I N , V A L U E S S H O W N F O R B A L A N C E VAVR-A126INSTRUCTION D6253701600.813.32 1 0 3 5 % 1 8 0 0 . 5 D E S V 1 0 9 - VAVR-137ABROTHERS DRESSING9603902951.110.3- - 3 5 % 1 8 0 0 . 7 - 1 0 1 0 VAVR-137BBROTHERS DRESSING6453901951.114.12 1 0 3 5 % 1 8 0 0 . 5 D E S V 1 0 9 - VAVR-A145INSTRUCTION C6603851651.1142 1 0 3 5 % 1 8 0 0 . 5 D E S V 1 0 9 - SEE SPECIFICATION SECTION 233616 T D 1 0 . 1 . 2 0 2 1 CD SET 10-1-2021 N E W C O N N E C T I O N S U P P L Y D U C T I N C R O S S S E C T I O N R E T U R N D U C T I N C R O S S S E C T I O N E X H A U S T D U C T I N C R O S S S E C T I O N R O U N D D U C T I N C R O S S S E C T I O N F L A T O V A L I N C R O S S S E C T I O N R I S E O R D R O P I N R O U N D D U C T D U C T S I Z E , I N S I D E S I Z E + L I N E R T H I C K N E S S D U C T S I Z E , N O T L I N E D D U C T 1 5 T O 4 5 D E G R E E R I S E O R D R O P D U C T 9 0 D E G R E E R I S E O R D R O P D U C T 9 0 ° E L B O W W I T H T U R N I N G V A N E S H A N D D A M P E R I N D U C T R E M O T E D A M P E R I N D U C T F I R E S M O K E D A M P E R A C C E S S D O O R I N D U C T W O R K V A V R T E R M I N A L B O X S U P P L Y A I R D I F F U S E R R E T U R N A I R G R I L L E E X H A U S T A I R G R I L L E B R A N C H O R R U N O U T D U C T 4 5 ° T A K E - O F F T H E R M O S T A T T E M P E R A T U R E S E N S O R E X I S T I N G D R O P I N P I P E R I S E I N P I P E V A L V E I N D R O P U N I O N B A L L V A L V E B U T T E R F L Y V A L V E C H E C K V A L V E C I R C U I T B A L A N C I N G V A L V E G A U G E I S O L A T I O N V A L V E G A U G E A N D G A U G E I S O L A T I O N V A L V E M A N U A L D R A I N V A L V E 1 2 " X 8 " + 1 " A . L . 1 4 " X 1 0 " H . D . R . D . F . S . D . A . D . V A V R T E R M I N A L B O X W I T H A C C E S S D O O R H . D . H . D . H I G H E F F . R U N O U T D U C T 4 5 ° T A K E - O F F P A R A L L E L B L A D E D D A M P E R O P P O S E D B L A D E D D A M P E R T S ( E ) D E S C R I P T I O N S Y M B O L D O M E S T I C C O L D W A T E R P I P I N G T E E P I P E C O N N E C T I O N C O N C E N T R I C P I P E R E D U C E R C A P Y - S T A I N E R W A T E R T E M P E R A T U R E S E N O R I N W E L L S W A T E R T E M P E R A T U R E T H E R M O M E T E R I N W E L L 2 - W A Y C O N T R O L V A L V E 3 - W A Y C O N T R O L V A L V E M A N U A L A I R V E N T P R E S S U R E / T E M P E R A T U R E P O R T ( P E T E ' S P L U G ) T H E R M O M E T E R O R G A U G E W E L L M A N U A L D R A I N V A L V E W I T H H O S E C O N N E C T O I N / C A P D I F F E R E N T I A L P R E S S U R E S E N S O R D P D O M E S T I C W A T E R C O L D D O M E S T I C H O T W A T E R D O M E S T I C H O T W A T E R R E C I R C U L A T I N G D C W D H W D H W R D O M E S T I C H O T W A T E R P I P I N G D O M E S T I C H O T W A T E R R E C I R C U L A T I N G P I P I N G P R E S S U R E R E D U C I N G V A L V E ( P R V ) S A F E T Y O R P R E S S U R E R E L I E F V A L V E S O L E N O I D V A L V E D R A I N P I P I N G D F L O O R S I N K , F L O O R D R A I N , O R R O O F D R A I N F . S . F . D . R . D . S Y M B O L L E G E N D D E S C R I P T I O N S Y M B O L H E A T I N G W A T E R S U P P L Y H E A T I N G W A T E R R E T U R N C H I L L E D W A T E R S U P P L Y C H I L L E D W A T E R R E T U R N H E A T I N G / C H I L L E D W A T E R S U P P L Y P I P I N G H W S H W R C H W S C H W R H E A T I N G / C H I L L E D W A T E R R E T U R N P I P I N G D V A V D U A L D U C T T E R M I N A L B O X E S R-4RETURNSIDEWALLSURFACE1700TITUSP R O V I D E W I T H E X T R A C L I P S VAVR-019AENTRY 0196501051050.51.8- - 3 5 % 1 8 0 0 . 5 - 8 8 E X I S T I N G B O X T O R E M A I N , V A L U E S S H O W N F O R B A L A N C E E X I S T I N G B O X T O R E M A I N , V A L U E S S H O W N F O R B A L A N C E - 1 0 9 VAVR-047ACHAPEL AREA6002802800.5 3 5 % 1 8 0 0 . 5 D E S V 6.51 1 0 1 0 / 0 1 / 2 0 2 1 1 5 (E) VAVR-031(E) VAVR-047A (E) VAVR-024 (E) VAVR-048 ( E ) V A V R - 0 3 0 ( E ) V A V R - 0 4 6 A ( E ) V A V R - 0 4 6 B ( E ) V A V - 0 0 2 (E) VAVR-010(E) VAVR-047B(E) VAV-016(E) VAVR-015(E) VAVR-014 (E) VAVR-019B (E) VAVR-020 (E) VAVR-019A(E) VAVR-014 ( E ) V A V R - 0 4 1 ( E ) V A V R - 0 4 0 ( E ) V A V R - 0 3 5 6 " Ø ( E ) V A V R - 0 0 3 ( E ) V A V R - 0 0 1 ( E ) V A V R - 0 3 7 112233445566 7 7 8 8 9 9 1 0 1 0 1 1 1 1 1 2 1 2 1 3 1 3 1 4 1 4 1 5 H H A A B B C C D D E E F F G G A.2 A . 2 A.4 A . 4 12X12+1" AL SA12X12+1" AL SA 12X12+1" AL SA10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 10"Ø 14X12+1"AL SA20X10+1" AL RA10"Ø14"X12+1"AL SA 10"Ø 10X10+1"AL SA6"Ø 8"Ø20"Ø 6"Ø 24X24+1"AL SA24X18+1"AL SA16X16+1"AL SA (E) VF 0286X8+1"SAMAIN ELECTRICAL 028 052 1 8 X 8 + 1 " A L R A 1 8 X 6 + 1 " A L R A 6 " Ø 6 " Ø 3 2 " Ø + 1 " 6 " Ø W A I T I N G 0 3 0 10X12"+1 AL SA 1 2 X 6 + 1 " A L R A 2 0 " Ø 8"Ø 8 " Ø 26X14+1"A L R A 16X14"+1"AL RA 8"Ø 1 4 " Ø 1 4 X 1 8 + 1 " A L S A 10" Ø 1 0 " Ø 1 0 " Ø 8"Ø 3 4 X 2 8 + 1 " A L S A 2 0 X 2 4 + 1 " A L E A 1 8 X 1 8 + 1 " A L E A 14X14+1" AL EA 1 0 X 8 + 1 " A L E A 1 0 X 6 E A 6 " Ø ( E ) H I - 2 0 0 1 0 X 6 E A 1 0 X 6 E A 40X24 Ø SA 0 3 2 0 3 4 M E C H A N I C A L M E C H A N I C A L 0 5 1 0 3 1 1 4 " Ø 1 4 " Ø 1 0 X 1 2 + 1 " A L S A 10"Ø 1 0 " Ø 1 4 X 1 4 + 1 " A L S A 8 " Ø 8 " Ø 8 " Ø 8"Ø8"Ø 10X8+1" AL EA 2 0 X 1 6 + 1 " A L E A 14X8 +1" AL EA 14X8 +1" AL EA 1 0 " Ø 1 4 X 1 4 + 1 " A L S A 8 " Ø 8 " Ø 8"Ø 8"Ø 6"Ø 8"Ø 8"Ø 8"Ø 8"Ø 6"Ø 6 " Ø 14X8 +1" AL EA 10X10+1" AL SA 8 " Ø 12X6+1" AL EA 44X12+1" AL RA 16"Ø16"Ø16"Ø 8"Ø 8"Ø 1 0 X 1 2 + 1 " A L S A 10"Ø 8"Ø 1 0 X 1 0 + 1 " A L S A 6 " Ø ( E ) V A V R - 0 0 6 2 4 X 2 0 S A Ø 24X20 SA Ø 6 " Ø 10" Ø 1 0 " Ø 1 0 " Ø 1 4 X 1 8 + 1 " A L S A 1 0 X 1 0 + 1 " A L S A 8 " Ø 24X10+ 1 " A L E A 1 8 X 1 8 + 1 " A L S A 1 2 " Ø 1 2 " Ø 1 2 " Ø 1 2 " Ø 1 2 " Ø 1 2 " Ø 12"Ø 2 2 X 1 8 + 1 " A L S A 1 8 X 1 8 + 1 " A L S A 22X18+1" AL EA12X10+1" AL EA 24X10+1" AL EA10X10+1" AL SA 6"Ø10"Ø8"Ø22X18+1" AL EA12X10+1"AL SA10"Ø12X10+1" AL EA 10X10+1" AL EA8"Ø 12X12+1" AL SA 8"Ø8"Ø6"Ø 6"Ø6"Ø 10X10+1"AL SA 6"Ø 10"Ø8"Ø 8"Ø 14X10+1" AL RA 8"Ø14X10+1" AL RA20"Ø 20"Ø 6"Ø HALL024 EQUIPMENT025 ELEVATORACCESS029NORTH023STAIR019ENTRY018CORRIDOR016015ISSUECLOTHING 014 RECEIVING 012 ENGINEER 009 LAUNDRY 0 0 7 0 0 5 S T A I R S O U T H 0 0 6 C O R R I D O R 0 3 8 0 4 1 L O C K E R S G I R L S 0 4 1 L O C K E R S B O Y ' S 0 3 9 C U S T O D I A L 0 3 5 C O R R I D O R 0 3 6 0 3 4 M E N W O R K E R D R E S S 1 4 X 1 2 + 1 " A L S A 1 0 " Ø 0 0 1 A S E R V I N G A R E A 0 0 1 D I N I N G S E R V I N G 0 0 3 W O M E N W O R K E R ' S D R E S S 0 0 4 0 0 2 0 4 4 0 0 8 C O R R I D O R 0 4 3 G I R L S 0 4 5 0 4 6 F O N T 0 4 2 B O Y 047 CHAPEL © C O P Y R I G H T D E S I G N W E S T A R C H I T E C T S 5 4 3 21 A B DC design west architects 255 SOUTH 300 WEST 795 NORTH 400 WEST LOGAN UT 84321 SALT LAKE CITY UT 84103 P R O J E C T # : D R A W N B Y : C H E C K E D B Y : I S S U E D : REXBURG IDAHO TEMPLE 7th SOUTH 2nd EAST REXBURG, ID 834402 2 0 0 3 8 N F T D B A S E M E N T M E C H A N I C A L D E M O P L A N M D 1 0 0 THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS CONFIRMATION AND INITIATORY PROJECTS 2 0 2 1 MARK:DATE:DESCRIPTION: BASEMENT MECHANICAL DEMOLITION PLAN 1 M D 1 0 0 0 5 1 0 N SCALE: 1/8" = 1' D E M O L I T I O N N O T E S GENERAL NOTESA.THE DEMOLITION DRAWINGS SHOWN ARE PROVIDED TO SHOW THE EXTENT OF THE EXISTINGMECHANICAL SYSTEMS. DEMOLITION FLOOR PLANS HAVE BEEN CREATED USING AVAILABLE RECOR D DRAWINGS PROVIDED BY THE OWNER. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS FORINSTALLATION PRIOR TO DEMOLITION. SUCH FIELD CONDITIONS ARE, BUT NOT LIMITED TO, PIPINGAND DUCTWORK ROUTING AND EQUIPMENT, ETC. FIELD VERIFY EXACT LOCATIONS OF ALL CONTR O L COMPONENTS AND HAVE OWNER/CONTROL CONTRACTOR REMOVE THE COMPONENTS PRIOR TOGENERAL DEMOLITION. 4 C A P E X I S T I N G M E D I U M P R E S S U R E D U C T N E A R W A L L P E N E T R A T I O N , S E A L A I R T I G H T . S E E M D 4 0 1 F O R W O R K I N T H I S A R E A 1 R E M O V E E X I S T I N G V A V R T E R M I N A L B O X W I T H I T S A S S O C I A T E D D U C T W O R K , C O N T R O L S , A N D H A N G E R S . S E E M P D - 1 0 0 F O R P I P I N G R E Q U I R E M E N T S . 2 R E M O V E S E C T I O N A N D S U P P L Y A I R D U C T I N P R E P A R A T I O N F O R N E W D U C T C O N N E C T I O N , C O V E R D U C T O P E N I N G A T W A L L D U R I N G D U R I N G C O N S T R U C T I O N T O P R E V E N T D U S T F R O M G E T T I N G I N T O D U C T . 3 R E M O V E E X I S T I N G S U P P L Y A I R D U C T , T A K E O F F , D U C T R U N O U T , A N D D I F F U S E R . 14 2 3 5 R E M O V E S E C T I O N O F E X I S T I N G R E T U R N A I R D U C T A N D C A P A T R E D U C E R A F T E R D R O P D O W N W A L L , S E A L A I R T I G H T . 6 R E M O V E S E C T I O N L I N E A R S U P P L Y A I R D I F F U S E R S I N P R E P A R A T I O N F O R I N S T A L L A T I O N O F N E W L I N E A R S L O T D I F F U S E R S . 6 5 7 R E M O V E E X I S T I N G V A V R T E R M I N A L B O X I N P R E P A R A T I O N T O R E L O C A T E T E R M I N A L B O X T O N E W A C C E S S I B L E L O C A T I O N , S E E S C H E D U L E F O R N E W B O X A N D R E - H E A T C O I L R E S I Z I N G A N D R E M O D E L D R A W I N G F O R N E W P R O P O S E D L O C A T I O N . S E E M P D - 1 0 0 F O R P I P I N G R E Q U I R E M E N T S . 7 1 0 . 1 . 2 0 2 1 CD SET 10-1-2021 1 0 / 0 1 / 2 0 2 1 ( E ) V A V R - 1 5 5 (E) VAVR-153 ( E ) V A V R - 1 0 2 B ( E ) V A V R - 1 0 1 B (E) VAVR-154 (E) VAVR-103B (E) VAVR-149 ( E ) V A V R - 1 4 7 (E) VAVR-142 (E) VAVR-106(E) VAVR-126(E) VAVR-120A (E) VAVR-117 (E) VAVR-103A (E) VAVR-102A (E) VAVR-101A (E) VAVR-107 (E) VAVR-137A ( E ) V A V R - 1 3 7 B (E) VAVR-135(E) VAVR-133(E) VAVR-132(E) VAVR-131(E) VAVR-124 (E) VAVR-120B ( E ) V A V R - 1 0 5 (E) VAVR-145 ( E ) V A V R - 1 5 0 A . D . 1 5 ( E ) V F - 1 4 2 1122334455 6 6 7 7 8 8 9 9 1 0 1 0 1 1 1 1 1 2 1 2 1 3 1 3 1 4 1 4 1 5 H ABCDEFGA.2A.4 ( E ) V F - 1 4 1 (E)VF-124 (E)VF-12324X22+1" AL RA6"Ø 8X8+1" AL SA8"Ø 10X10+1" AL SA1261246"Ø6"Ø125 123122A125 1 2 0 1 1 7 1 1 7 A C L O T H I N G V E S T I B U L E C L O T H I N G 1 1 9 V E S T I B U L E 1 1 6 C O R R I D O R 1 1 6 C O R R I D O R E L E V A T O R 1 0 3 S P A T R O N W A I T I N G S O U T H 1 0 7 N O N - P A T R O N W A I T I N G 1 0 2 E N T R Y 1 0 1 V E S T I B U L E 1 0 3 P A T R O N W A I T I N G 1 5 5 P R E S I D E N T 1 5 3 1 5 2 1 4 9 C O U N S E L O R 1 4 7 R E C O R D E R 1 4 2 I N S T R U C T I O N 1 4 1 I N S T R . 1 4 0 1 4 5 1 4 6 1 0 5 C O R R I D O R 1 0 4 C O R R I D O R 106 CORRIDOR 135 CORRIDOR134STAIRNORTH133132131BRIDES 1 1 4 S T A I R S O U T H 1 1 8 1 3 9 136 1 3 7 1 3 8 1 3 7 M E N ' S D R E S S I N G M E N ' S D R E S S I N G CORRIDOR 135 ACCESS16X12+1" AL RA 18X10+1" AL SA 12X10+1" AL RA 8X8+1" AL SA8"Ø8"Ø 6"Ø 6"Ø6"Ø 6"Ø6"Ø10"Ø 8X10+1"AL SA22X14 Ø8"Ø 34X16 Ø34X16 Ø 34X16 Ø10"Ø16"Ø 1 8 X 1 2 + 1 " A L S A 8"Ø 8 " Ø 8 " Ø 6"Ø 8"Ø 8"Ø 8"Ø 8"Ø 16X12+1" A L S A 6"Ø 6"Ø6"Ø 6"Ø 6"Ø6"Ø6"Ø 10"Ø 10"Ø 16X12+ 1 " A L S A 1 0 X 1 0 + 1 " A L S A 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8X10+1" AL SA6"Ø 3 4 X 1 6 Ø 6 0 X 1 8 Ø 1 0 " Ø 1 8 X 1 2 Ø 2 2 X 2 2 + 1 " A L R A 1 6 X 1 2 + 1 " A L S A 34x16 Ø 1 0 " Ø 1 0 " Ø 10"Ø 1 0 X 1 0 + 1 " 6 " Ø 6"Ø A L S A 8 " Ø 8 " Ø 6"Ø 6"Ø 2 2 X 1 8 Ø ( A B O V E ) 8 X 1 0 + 1 " A L S A 8 X 1 0 + 1 " A L S A 1 0 X 6 + 1 " A L E A 1 0 X 6 + 1 " A L E A 6 " Ø 1 0 " Ø 1 2 X 6 + 1 " A L E A 8 X 1 2 + 1 " A L S A 6"Ø 8 " Ø 6"Ø 1 0 X 6 + 1 " A L R A 1 6 X 8 + 1 " A L R A 1 0 X 1 0 + 1 " A L S A 1 4 " Ø 8 " Ø 1 0 X 1 0 + 1 " A L S A 1 0 X 6 + 1 " A L 1 0 X 6 Ø S A 1 0 X 6 Ø S A 1 0 X 6 Ø S A 1 0 X 6 Ø S A 1 0 X 6 Ø S A 1 0 X 6 Ø S A 1 0 X 6 Ø S A 1 0 X 6 Ø S A 1 0 X 1 0 + 1 " A L S A 1 0 X 1 0 + 1 " A L S A 1 6 X 1 4 + 1 " A L S A 16X14+1" AL SA 8 X 8 + 1 " A L S A 6 " Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 12"Ø 8"Ø 8"Ø 1 4 X 1 2 + 1 " A L S A 10"Ø 1 0 " Ø 2 2 X 1 4 Ø 1 4 X 8 + 1 " A L E A 10X6 EA 10X6 EA 24X6 EA 1 0 X 1 0 + 1 " A L S A 8"Ø 8"Ø 8"Ø 2 8 X 1 4 Ø 1 4 X 8 + 1 " A L E A 1 6 " Ø 34X16 Ø 1 0 X 6 E A 1 0 X 6 E A 78X20 Ø 1 8 X 1 0 + 1 " A L R A ( B E L O W ) 1 4 X 1 2 + 1 " A L S A B E L O W 6 " Ø 8 " Ø 8"Ø 8"Ø 8"Ø 8 " Ø © C O P Y R I G H T D E S I G N W E S T A R C H I T E C T S 5 4 3 21 A B DC design west architects 255 SOUTH 300 WEST 795 NORTH 400 WEST LOGAN UT 84321 SALT LAKE CITY UT 84103 P R O J E C T # : D R A W N B Y : C H E C K E D B Y : I S S U E D : REXBURG IDAHO TEMPLE 7th SOUTH 2nd EAST REXBURG, ID 834402 2 0 0 3 8 N F T D M A I N F L O O R M E C H A N I C A L D E M O P L A N M D 1 0 1 THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS CONFIRMATION AND INITIATORY PROJECTS 2 0 2 1 MARK:DATE:DESCRIPTION: MAIN FLOOR MECHANICAL DEMOLITION PLAN 1 M D 1 0 1 0 5 1 0 N SCALE: 1/8" = 1' D E M O L I T I O N N O T E S GENERAL NOTESA.THE DEMOLITION DRAWINGS SHOWN ARE PROVIDED TO SHOW THE EXTENT OF THE E X I S T I N G MECHANICAL SYSTEMS. DEMOLITION FLOOR PLANS HAVE BEEN CREATED USING AVAI L A B L E R E C O R D DRAWINGS PROVIDED BY THE OWNER. CONTRACTORS SHALL VERIFY ALL FIELD CONDI T I O N S F O R INSTALLATION PRIOR TO DEMOLITION. SUCH FIELD CONDITIONS ARE, BUT NOT LIMIT E D T O , P I P I N G AND DUCTWORK ROUTING AND EQUIPMENT, ETC. FIELD VERIFY EXACT LOCATIONS O F A L L C O N T R O L COMPONENTS AND HAVE OWNER/CONTROL CONTRACTOR REMOVE THE COMPONEN T S P R I O R T O GENERAL DEMOLITION. 4 R E M O V E D U C T R U N O U T T O D I F F U S E R , D I F F U S E R T O R E M A I N , S E E R E M O D E L D R A W I N G S F O R N E W C O N N E C T I O N S T O D I F F U S E R S . 1 R E M O V E E X I S T I N G V A V R T E R M I N A L B O X W I T H I T S A S S O C I A T E D D U C T W O R K , C O N T R O L S , A N D H A N G E R S . S E E M P D - 1 0 1 F O R P I P I N G R E Q U I R E M E N T S . 2 R E M O V E E X I S T I N G T R A N S F E R A I R F A N S C O M P L E T E L Y I N C L U D I N G T H E I R E L E C T R I C A L C O N N E C T I O N S A N D H A N G E R S . 3 R E M O V E S E C T I O N O F S U P P L Y A I R D U C T W O R K I N P R E P A R A T I O N F O R N E W W O R K . 5 R E M O V E D U C T R U N O U T A N D D I F F U S E R . 6 E X I S T I N G R E T U R N A I R G R I L L E A N D S O U N D B O O T T O B E R E L O C A T E D , S E E R E M O D E L D R A W I N G F O R N E W L O C A T I O N . 7 R E M O V E E X I S T I N G T R A N S F E R A I R D I F F U S E R A N D I T S A S S O C I A T E D D U C T , O P E N I N G I N C E I L I N G T O B E P A T C H E D . T R A N S F E R A I R D U C T T H A T I S N O T A C C E S S I B L E I S T O B E A B A N D O N E D I N C E I L I N G , A L L T R A N S F E R D U C T T H A T C A N B E A C C E S S E D S H A L L B E R E M O V E D . 8 R E M O V E E X I S T I N G R E T U R N A I R G R I L L E A N D I T S A S S O C I A T E D S O U N D B O O T , C E I L I N G T O B E P A T C H E D , S E E A R C H I T E C T U R A L D R A W I N G S . 9 R E M O V E A L L E X I S T I N G T R A N S F E R A I R D U C T W O R K I N C L U D I N G R E T U R N A I R G R I L L E C O U P L E T . A L L T R A N S F E R A I R D U C T T H A T I S I N - A C C E S S I B L E T O B E L E F T A B A N D O N E D I N C E I L I N G S P A C E . 1 0 P A T C H A N D S E A L M E D I U M P R E S S U R E D U C T A I R T I G H T . 1 1 P A T C H A N D S E A L L O W P R E S S U R E D U C T A I R T I G H T . 1 1 102 2 3 3 4 4 45 5 5 5 4677 7 7 8 89 9 1 0 11 1 0 . 1 . 2 0 2 1 CD SET 10-1-2021 1 0 / 0 1 / 2 0 2 1 (E) VFD-6(E) VFD-5VAVR(E) AHU-200(E) AHU-200ATC PANELTRANSFORMER PANELTRANSFORMER PANEL (E) H-2 0 0 DRAIN 32"Ø+1"8"Ø 8"Ø 34X28+ 1 " A L S A 20X24+1" AL EA 18X18+1" AL EA032MECHANICAL(E)EF-032(E) AHU-200 (E)RRAF-200 WAITING030 0 3 4 M E C H A N I C A L 051 0 3 5 C O R R I D O R 032 MECHANICALWAITING030 0 3 4 M E C H A N I C A L 051 0 3 5 C O R R I D O R REXBURG IDAHO TEMPLE 7th SOUTH 2nd EAST REXBURG, ID 834402 2 0 0 3 8 N F T D U P P E R A N D L O W E R M E C H A N I C A L E N L A R G E M E N T B A S E M E N T D E M O M D 4 0 1 THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS CONFIRMATION AND INITIATORY PROJECTS 2 0 2 1 MARK:DATE:DESCRIPTION: © C O P Y R I G H T D E S I G N W E S T A R C H I T E C T S 5 4 3 21 A B DC design west architects 255 SOUTH 300 WEST 795 NORTH 400 WEST LOGAN UT 84321 SALT LAKE CITY UT 84103 P R O J E C T # : D R A W N B Y : C H E C K E D B Y : I S S U E D : D E M O L I T I O N N O T E S 1 R E M O V E S E C T I O N O F E X I S T I N G E X H A U S T A I R D U C T W O R K , S E E R E M O D E L E D D R A W I N G S F O R N E W D U C T R E Q U I R E M E N T S . 2 R E M O V E R E T U R N A I R D U C T W O R K , G R I L L E , A N D T A K E O F F . P A T C H A N D S E A L R E T U R N D U C T W H E R E T A K E O F F I S R E M O V E D . 3 R E M O V E S U P P L Y A I R D U C T W O R K , D I F F U S E R , A N D T A K E O F F I N H A L L W A Y C E I L I N G . P A T C H A N D S E A L D U C T A I R T I G H T , D I F F U S E R I N H A L L W A Y T O B E R E - B A L A N C E D T O 2 0 0 C F M . U P D A T E V A V R - 0 3 1 A I R F L O W S T O 4 0 0 C F M C O O L I N G M A X I M U M , 2 0 0 C F M F O R H E A T I N G M A X I M U M , A N D 5 0 C F M T O M I N I M U M . 4 E X I S T I N G H U M I D I F I E R T O B E R E L O C A T E D , S E E R E M O D E L P L A N S F O R N E W L O C A T I O N . 5 R E M O V E E X I S T I N G H U M I D I F I E R D R A I N P I P I N G , F O R N E W R O U T I N G . 6 R E M O V E E X I S T I N G D O M E S T I C C O L D W A T E R S U P P L Y T O H U M I D I F I E R I N P R E P A R A T I O N T O R E - R O U T E T O N E W L O C A T I O N . 7 R E M O V E S E C T I O N O F E X I S T I N G H U M I D I F I E R S T E A M P I P I N G I N P R E P A R A T I O N F O R R E - R O U T I N G , S E E R E M O D E L P L A N S F O R N E W R O U T I N G . 8 E X I S T I N G V F D - 5 T O B E R E L O C A T E D , S E E R E M O D E L D R A W I N G S F O R N E W L O C A T I O N . 9 E X S T I N G V F D - 6 T O B E R E L O C A T E D , S E E R E M O D E L D R A W I N G S F O R N E W L O C A T I O N . 1 0 E X I S T I N G V A V R C O N T R O L S T R A N S F O R M E R P A N E L T O B E R E L O C A T E D O R R E P L A C E D . S E E R E M O D E L D R A W I N G S F O R N E W L O C A T I O N O F C O N T R O L A N D T R A N S F O R M E R P A N E L . 1 1 E X I S T I N G A H U - 2 0 0 M A I N C O N T R O L P A N E L I T S T R A N S F O R M E R P A N E L T O B E R E L O C A T E D O R R E P L A C E D . S E E R E M O D E L D R A W I N G S F O R N E W L O C A T I O N O F C O N T R O L A N D T R A N S F O R M E R P A N E L . 1 2 C U T N E W 1 2 " X 1 2 " S U P P L Y A I R O P E N I N G I N F R O N T O F E X I S T I N G A I R H A N D L E R I N P R E P A R A T I O N S F O R N E W S U P P L Y D U C T , S E E R E M O D E L D R A W I N G S F O R N E W D U C T R O U T I N G , F I E L D V E R I F Y A L L E X I S T I N G C O N D I T I O N S P R I O R T O C U T T I N G O F H O L E , S E A L A I R T I G H T . 123548 6 121011 7 9 7 UPPER MECHANICAL ENLARGEMENT BASE M E N T D E M O 1 M D 4 0 1 N SCALE: 1/4" = 1' LOWER MECHANICAL ENLARGEMENT BAS E M E N T D E M O 2 M D 4 0 1 N SCALE: 1/4" = 1' 0 5 1 0 0 5 1 0 1 0 . 1 . 2 0 2 1 CD SET 10-1-2021 G E N E R A L D E M O N O T E S A . T H E D E M O L I T I O N D R A W I N G S S H O W N A R E P R O V I D E D T O S H O W T H E E X T E N T O F T H E E X I S T I N G M E C H A N I C A L S Y S T E M S . D E M O L I T I O N F L O O R P L A N S H A V E B E E N C R E A T E D U S I N G A V A I L A B L E R E C O R D D R A W I N G S P R O V I D E D B Y T H E O W N E R . C O N T R A C T O R S S H A L L V E R I F Y A L L F I E L D C O N D I T I O N S F O R I N S T A L L A T I O N P R I O R T O D E M O L I T I O N . S U C H F I E L D C O N D I T I O N S A R E , B U T N O T L I M I T E D T O , P I P I N G A N D D U C T W O R K R O U T I N G A N D E Q U I P M E N T , E T C . F I E L D V E R I F Y E X A C T L O C A T I O N S O F A L L C O N T R O L C O M P O N E N T S A N D H A V E O W N E R / C O N T R O L C O N T R A C T O R R E M O V E T H E C O M P O N E N T S P R I O R T O G E N E R A L D E M O L I T I O N . B . F I E L D V E R I F Y A L L E X I S T I N G D U C T W O R K , P I P I N G , C O N D U I T S , E T C . P R I O R T O T H E F A B R I C A T I O N O F A N Y N E W C O M P O N E N T S A S S O C I A T E D W I T H T H E R E M O D E L W O R K . S U C H C O M P O N E N T S W O U L D I N C L U D E , B U T A R E N O T L I M I T E D T O D U C T W O R K , P I P I N G , C O N D U I T S , H A N G E R S A N D S U P P O R T S , S E I S M I C B R A C I N G , E T C . 1 0 / 0 1 / 2 0 2 1 0 3 0 V A V R 0 5 2 V A V R 0 3 0 A V A V R 112233445566 7 7 8 8 9 9 1 0 1 0 1 1 1 1 1 2 1 2 1 3 1 3 1 4 1 4 1 5 1 5 H H A A B B C C D D E E F F G G A.2 A . 2 A.4 A . 4 MAIN ELECTRICAL 028 052 W A I T I N G 0 3 0 0 3 2 0 3 4 M E C H A N I C A L 0 5 1 0 3 1 HALL024 EQUIPMENT025 ELEVATORACCESS029NORTH023STAIR019ENTRY018CORRIDOR016015ISSUECLOTHING 014 RECEIVING 012 ENGINEER 009 LAUNDRY 0 0 7 0 0 5 S T A I R S O U T H 0 0 6 C O R R I D O R 0 3 8 0 4 1 L O C K E R S G I R L S 0 4 1 L O C K E R S B O Y ' S 0 3 9 C U S T O D I A L 0 3 5 C O R R I D O R 0 3 4 M E N W O R K E R D R E S S 0 0 1 A S E R V I N G A R E A 0 0 1 D I N I N G S E R V I N G 0 0 3 W O M E N W O R K E R ' S D R E S S 0 0 4 0 4 4 0 0 8 C O R R I D O R 0 4 3 G I R L S 0 4 5 0 4 6 F O N T 0 4 2 B O Y 047 CHAPEL 10X8+1"AL SA (E) VAVR-031 (E) VAVR-024 ( E ) V A V R - 0 4 6 A ( E ) V A V R - 0 4 6 B ( E ) V A V - 0 0 2 (E) VAVR-010(E) VAVR-047B(E) VAV-016(E) VAVR-015(E) VAVR-014 (E) VAVR-019B (E) VAVR-020 (E) VAVR-019A(E) VAVR-014 ( E ) V A V R - 0 4 1 ( E ) V A V R - 0 4 0 ( E ) V A V R - 0 3 5 6 " Ø ( E ) V A V R - 0 0 3 ( E ) V A V R - 0 0 1 ( E ) V A V R - 0 3 7 12X12+1" AL SA12X12+1" AL SA 12X12+1" AL SA10"Ø10"Ø 10"Ø10"Ø10"Ø10"Ø 10"Ø 14X12+1"AL SA20X10+1" AL RA10"Ø14"X12+1"AL SA 10X10+1"AL SA6"Ø 20"Ø 6 " Ø 24X24+1"AL SA24X18+1"AL SA16X16+1"AL SA (E) VF 028 1 8 X 8 + 1 " A L R A 1 8 X 6 + 1 " A L R A 6 " Ø 6 " Ø 3 2 " Ø + 1 " 6 " Ø 10X12"+1 AL SA 1 0 X 1 2 + 1 " A L S A 2 0 " Ø 8"Ø 8 " Ø 2 6 X 1 4 + 1 " A L R A 16X14"+1"AL RA 8"Ø 1 4 " Ø 1 4 X 1 8 + 1 " A L S A 1 0 " Ø 1 0 " Ø 1 0 " Ø 3 4 X 2 8 + 1 " A L S A 2 0 X 2 4 + 1 " A L E A 1 8 X 1 8 + 1 " A L E A 14X14+1" AL EA 1 0 X 8 + 1 " 1 0 X 6 6 " Ø ( E ) H I - 2 0 0 1 0 X 6 E A 1 0 X 6 E A 40X24 Ø SA 1 4 " Ø 1 4 " Ø 1 0 X 1 2 + 1 " A L S A 10"Ø 1 0 " Ø 1 4 X 1 4 + 1 " A L S A 8 " Ø 8 " Ø 8 " Ø 8"Ø8"Ø 10X8+1" AL EA 2 0 X 1 6 + 1 " A L E A 14X8 +1" AL EA 14X8 +1" AL EA 1 0 " Ø 1 4 X 1 4 + 1 " A L S A 8 " Ø 8 " Ø 8"Ø 8"Ø 6"Ø 8"Ø 8"Ø 8"Ø 8"Ø 6"Ø 6 " Ø 14X8 +1" AL EA 10X10+1" AL SA 8 " Ø 12X6+1" AL EA 44X12+1" AL RA 16"Ø16"Ø16"Ø 8"Ø 8"Ø 1 0 X 1 2 + 1 " A L S A 10"Ø 8"Ø 1 0 X 1 0 + 1 " A L S A 6 " Ø ( E ) V A V R - 0 0 6 2 4 X 2 0 S A Ø 24X20 SA Ø 6 " Ø 1 0 " Ø 1 0 " Ø 1 0 " Ø 1 4 X 1 8 + 1 " A L S A 1 0 X 1 0 + 1 " A L S A 8 " Ø 2 4 X 1 0 + 1 " A L E A 1 8 X 1 8 + 1 " A L S A 1 2 " Ø 1 2 " Ø 1 2 " Ø 1 2 " Ø 1 2 " Ø 1 2 " Ø 1 2 " Ø 2 2 X 1 8 + 1 " A L S A 1 8 X 1 8 + 1 " A L S A 22X18+1" AL EA12X10+1" AL EA 24X10+1" AL EA10X10+1" AL SA 6"Ø10"Ø8"Ø22X18+1" AL EA12X10+1"AL SA10"Ø12X10+1" AL EA 10X10+1" AL EA8"Ø 12X12+1" AL SA 8"Ø8"Ø6"Ø 6"Ø6"Ø 10X10+1"AL SA 6"Ø 10"Ø8"Ø 8"Ø 14X10+1" AL RA 8"Ø 14X10+1" AL RA20"Ø 20"Ø 6"Ø 0 3 6 1 4 X 1 2 + 1 " A L S A 1 0 " Ø 0 0 2 B E L O W A B O V E R I S E 8 " Ø 8 " Ø R . D . R . D . 1 0 X 8 + 1 " A L S A 6"Ø 6 " Ø R . D . R . D . R.D.H.D.H.D. 6 " Ø 1 4 " Ø 10"Ø 047A VAVR A . D . 10"Ø 10"Ø8"Ø 8"Ø © C O P Y R I G H T D E S I G N W E S T A R C H I T E C T S 5 4 3 21 A B DC design west architects 255 SOUTH 300 WEST 795 NORTH 400 WEST LOGAN UT 84321 SALT LAKE CITY UT 84103 P R O J E C T # : D R A W N B Y : C H E C K E D B Y : I S S U E D : REXBURG IDAHO TEMPLE 7th SOUTH 2nd EAST REXBURG, ID 834402 2 0 0 3 8 N F T D B A S E M E N T M E C H A N I C A L R E M O D E L P L A N M 1 0 0 THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS CONFIRMATION AND INITIATORY PROJECTS 2 0 2 1 MARK:DATE:DESCRIPTION: BASEMENT MECHANICAL REMODEL PLAN 1 M 1 0 0 0 5 1 0 N SCALE: 1/8" = 1' S E E M 4 0 1 F O R W O R K I N T H I S A R E A REMODEL NOTES 1 S-3 90 CFM, 5'-0" 2-SLOT LINEAR SLOT WITH 3'-0" ACTIVE SECTION IN THE CENTER OF THE SLOT. BLANK OFF 1'-0" OF SLOT ON BOTH SIDES OF ACTIVE SECTION. 2 S-3 125 CFM, 9'-6 1/2" 2-SLOT LINEAR SLOT WITH 5'-6 1/2" ACTIVE SECTION IN THE CENTER OF THE SLOT. BLANK OFF 2'-0" OF SLOT ON BOTH SIDES OF ACTIVE SECTION. 3 CONNECT NEW 10"X12"+1" AL SUPPLY AIR DUCT TO EXISTING 10"X12"+1" SUPPLY DUCT NEAR WALL PENETRATION, SEAL AIR TIGHT. 4 CONNECT NEW 10"X8"+1" AL RETURN AIR DUCT TO EXISTING 18"X8"+1" AL RETURN AIR DUCT, SEAL AIR TIGHT. 5 R-3 180 CFM 14"X8" A P P R O X I M A T E O P E N I N G , C O O R D I N A T E INSTALLATION OF GRI L L E W I T H G E N E R A L C O N T R A C T O R A N D ARCHITECTURAL DRA W I N G S . S E E D E T A I L 1 / M 5 0 3 . 6 ROUTE NEW 14"X5" U N I N S T A L L E D R E T U R N D U C T D O W N W A L L , PAINT INSIDE OF DUC T F L A T B L A C K B E H I N D G R I L L E . D U C T S H A L L NOT BE PAINTED INSI D E T E M P L E , P R E - P A I N T D U C T O U T S I D E O F TEMPLE.6 4 1 3 15 2 2 7 7 REMOTE CONTROL D A M P E R B O X . S E E D E T A I L 2 / M 5 0 1 . 8 S-2 150 CFM 8"Ø N.K. S U P P L Y A I R D I F F U S E R . 778 9 INSTALL NEW HAND D A M P E R I N E X I S T I N G 1 4 X 1 0 + 1 " A L R A D U C T , BALANCE EXISTING RE T U R N G R I L L E T O 1 5 0 C F M . 910 1 0 R E - R O U T E E X I S T I N G 8 " Ø M E D I U M P R E S S U R E S U P P L Y A I R D U C T A S N E E D E D F O R N E W R E T U R N A I R D R O P D O W N W A L L . 11 1 1 R - 4 5 0 0 C F M 1 0 X 3 6 N . K . R E T U R N A I R G R I L L E , S E E A R C H I T E C T U R A L P L A N S F O R M O U N T I N G H E I G H T . S E E D E T A I L 1 / M 5 0 3 . 1 2 P R O P O S E D L O C A T I O N O F V A V R - 0 4 7 A , F I E L D V E R I F Y E X I S T I N G C O N D I T I O N S A N D C O O R D I N A T E B O X L O C A T I O N W I T H T E M P L E F A C I L I T Y M A N A G E R . B O X A N D P I P I N G S H A L L N O T B E L O C A T E D A B O V E E X I S T I N G E L E C T R I C A L P A N E L S O R T R A N S F O R M E R S , C O O R D I N A T E W I T H M E C H A N I C A L C O N T R A C T O R . S E E M P 1 0 0 F O R P I P I N G . 12 1 0 . 1 . 2 0 2 1 CD SET 10-1-2021 G E N E R A L R E M O D E L N O T E S A . A L L C O N T R A C T O R S S H A L L C O O R D I N A T E T H E I N S T A L L A T I O N O F A L L C O M P O N E N T S O F T H E N E W S Y S T E M . I N S T A L L A T I O N O F T H E N E W S Y S T E M S I N C L U D E , B U T A R E N O T L I M I T E D T O , H U M I D I F I E R S , V F D , T E R M I N A L B O X E S , R E H E A T C O I L S , D U C T W O R K , P I P I N G , C O N T R O L S , E L E C T R I C A L , E T C . B . F I E L D V E R I F Y A L L E X I S T I N G C O N D I T I O N S P R I O R T O T H E F A B R I C A T I O N O F A N Y D U C T W O R K , P I P I N G , A N D C O N D U I T S , E T C . 1 0 / 0 1 / 2 0 2 1 145A VAVR137B VAVR 112233445566 7 7 8 8 9 9 1 0 1 0 1 1 1 1 1 2 1 2 1 3 1 3 1 4 1 4 1 5 1 5 H H A A B B C C D D E E F F G G A.2 A . 2 A.4 A . 4 120A VAVR 126A VAVR126124125 123122A125120 1 1 7 1 1 7 A C L O T H I N G V E S T I B U L E C L O T H I N G 119 VESTIBULE 1 1 6 C O R R I D O R 1 1 6 C O R R I D O R E L E V A T O R 1 0 3 S P A T R O N W A I T I N G S O U T H 1 0 7 N O N - P A T R O N W A I T I N G 1 0 2 E N T R Y 1 0 1 V E S T I B U L E 1 0 3 P A T R O N W A I T I N G 1 5 5 P R E S I D E N T 1 5 3 1 5 2 1 4 9 C O U N S E L O R 1 4 7 R E C O R D E R 1 4 2 I N S T R U C T I O N 1 4 1 I N S T R . 1 4 0 1 4 5 1 4 6 105 CORRI D O R 1 0 4 C O R R I D O R 106 CORRIDOR 135 CORRIDOR134STAIRNORTH133132131BRIDES 1 1 4 S T A I R S O U T H 1 1 8 1 3 9 136 137138 137MEN'S DRESSING MEN'S DRESSINGCORRIDOR135ACCESS A 1 4 5 1 4 3 ( E ) V A V R - 1 5 5 (E) VAVR-153 ( E ) V A V R - 1 0 2 B ( E ) V A V R - 1 0 1 B (E) VAVR-154 (E) VAVR-103B (E) VAVR-149 ( E ) V A V R - 1 4 7 (E) VAVR-142 (E) VAVR-106(E) VAVR-126 (E) VAVR-117 (E) VAVR-103A (E) VAVR-102A (E) VAVR-101A (E) VAVR-107 (E) VAVR-137A (E) VAVR-135(E) VAVR-133(E) VAVR-132(E) VAVR-131(E) VAVR-124 (E) VAVR-120B ( E ) V A V R - 1 0 5 (E) VAVR-145 ( E ) V A V R - 1 5 0 A . D . 6"Ø 8X8+1" AL SA8"Ø 10X10+1" AL SA6"Ø6"Ø 16X12+1" AL RA 18X10+1" AL SA 12X10+1" AL RA 8X8+1" AL SA8"Ø8"Ø 6"Ø 6"Ø6"Ø 6"Ø6"Ø10"Ø 8X10+1"AL SA22X14 Ø8"Ø 34X16 Ø34X16 Ø 34X16 Ø10"Ø16"Ø 8 " Ø 8"Ø 8"Ø8"Ø 8"Ø 8"Ø 16X12+1" AL SA 6"Ø 6"Ø6"Ø 6"Ø 6"Ø6"Ø6"Ø 10"Ø10"Ø 16X12+1" AL SA10X10+1" AL SA 8"Ø8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8X10+1" AL SA6"Ø34X16 Ø 6 0 X 1 8 Ø 34x16 Ø 1 0 " Ø 1 0 " Ø 10"Ø 1 0 X 1 0 + 1 " 6 " Ø 6"Ø A L S A 8 " Ø 8 " Ø 6"Ø 6"Ø 2 2 X 1 8 Ø ( A B O V E ) 8 X 1 0 + 1 " A L S A 8 X 1 0 + 1 " A L S A 1 0 X 6 + 1 " A L E A 1 0 X 6 + 1 " A L E A 6 " Ø 1 0 " Ø 1 2 X 6 + 1 " A L E A 8 X 1 2 + 1 " A L S A 6"Ø 8 " Ø 6"Ø 1 0 X 6 + 1 " A L R A 1 6 X 8 + 1 " A L R A 1 0 X 1 0 + 1 " A L S A 1 4 " Ø 8 " Ø 1 0 X 1 0 + 1 " A L S A 1 0 X 6 + 1 " A L 1 0 X 6 Ø S A 1 0 X 6 Ø S A 1 0 X 6 Ø S A 1 0 X 6 Ø S A 1 0 X 6 Ø S A 1 0 X 6 Ø S A 1 0 X 6 Ø S A 1 0 X 6 Ø S A 1 0 X 1 0 + 1 " A L S A 1 0 X 1 0 + 1 " A L S A 1 6 X 1 4 + 1 " A L S A 16X14+1" AL SA 8 X 8 + 1 " A L S A 6 " Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 12"Ø 8"Ø 8"Ø 1 4 X 1 2 + 1 " A L S A 10"Ø 1 0 " Ø 2 2 X 1 4 Ø 1 4 X 8 + 1 " A L E A 10X6 EA 10X6 EA 24X6 EA 1 0 X 1 0 + 1 " A L S A 8"Ø 8"Ø 8"Ø 2 8 X 1 4 Ø 1 4 X 8 + 1 " A L E A 16"Ø 34X16 Ø 1 0 X 6 E A 1 0 X 6 E A 78X20 Ø 1 8 X 1 0 + 1 " A L R A ( B E L O W ) 1 4 X 1 2 + 1 " A L S A B E L O W 6 " Ø 8 " Ø 8"Ø 8"Ø6"Ø 8"Ø 8"Ø 14X10+1" AL SA 1 4 X 1 2 + 1 " A L S A 6 " Ø 8 " Ø 8"Ø 6" Ø 8"Ø 8"Ø8"Ø10" Ø 10"Ø10"Ø14X12+1" AL S A 1 0 X 1 0 + 1 " A L S A 14X12+1" AL SA © C O P Y R I G H T D E S I G N W E S T A R C H I T E C T S 5 4 3 21 A B DC design west architects 255 SOUTH 300 WEST 795 NORTH 400 WEST LOGAN UT 84321 SALT LAKE CITY UT 84103 P R O J E C T # : D R A W N B Y : C H E C K E D B Y : I S S U E D : REXBURG IDAHO TEMPLE 7th SOUTH 2nd EAST REXBURG, ID 834402 2 0 0 3 8 N F T D M A I N F L O O R M E C H A N I C A L R E M O D E L M 1 0 1 THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS CONFIRMATION AND INITIATORY PROJECTS 2 0 2 1 MARK:DATE:DESCRIPTION: MAIN FLOOR MECHANICAL REMODEL PLAN 1 M 1 0 1 0 5 1 0 N SCALE: 1/8" = 1'REMODEL NOTES 1 R-2 14X8 APPROXIMATE OPENING SIZE RETURN AIR GRILLE, COORDINATE PAINTING OF GRILLE WITH GENERAL CONTRACTOR. ROUTE 14"X5" UN-INSULATED DUCT UP WALL, PAINT VISIBLE SECTION BEHIND GRILLE FLAT BLACK, DUCT TO BE PRE-PAINTED OUTSIDE OF TEMPLE. CONNECT 14"X5" UN-INSULATED DUCT UP WALL TO INSULATED SOUND BOOT ABOVE CEILING TO RETURN PLENUM. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS OF GRILLE. SEE DETAIL 1/M503. 2 R-2 30"X6" APPROXIMATE OPENING SIZE RETURN AIR GRILLE. COORDINATE PAINTING OF GRILLE WITH GENERAL CONTRACTOR. ROUTE TWO 14"X3" UN-INSULATED DUCTS UP WALL BETWEEN STUDS. PAINT VIEWABLE SECTION OF DUCT BEHIND GRILLE FLAT BLACK, DUCT TO BE PRE-PAINTED OUTSIDE OF TEMPLE. CONNECT 14"X3" UN-INSULATED SOUND BOOTS ABOVE CEILING TO RETURN PLENUM. SEE ARCHITECTURAL DRAWINGS FOR ELEVATION OF GRILLE. SEE DETAIL 2/M503. 3 S-1 200 CFM 8"Ø N.K. SUPPLY AIR DIFFUSER. MATCH EXISTING LOUVER FACE SIZE IN EXISTING INSTRUCTION 123,124,141, AND 142. 4 S-1 275 CFM 8"Ø N.K. SUPPLY AIR DIFFUSER. PROVIDE WITH 12"X12" CORE LOUVER FACE SIZE. 5 S - 1 2 5 0 C F M 8 " Ø N . K . S U P P L Y A I R D I F F U S E R . P R O V I D E W I T H 1 2 " X 1 2 " C O R E L O U V E R F A C E S I Z E . 6 S - 1 8 0 C F M 8 " Ø N . K . S U P P L Y A I R D I F F U S E R . P R O V I D E W I T H 9 " X 9 " C O R E L O U V E R F A C E S I Z E . 7 S - 2 2 1 5 C F M 8 " Ø N . K . S U P P L Y A I R D I F F U S E R , M A T C H E X I S T I N G L O U V E R F A C E S I Z E W I T H D I F F U S E R I N A R E A . 8 C O N N E C T N E W 8 " Ø D U C T T O E X I S T I N G D I F F U S E R , B A L A N C E T O 2 1 5 C F M . S E A L A I R T I G H T . 9 C O N N E C T N E W 6 " Ø T A K E O F F D U C T T O E X I S T I N G 6 " Ø D U C T , S E A L A I R T I G H T . 1 0 B A L A N C E D I F F U S E R T O 1 1 0 C F M . 1 1 B A L A N C E D I F F U S E R T O 1 5 0 C F M . 1 2 N E W L O C A T I O N F O R M O V E D R E T U R N A I R G R I L L E A N D S O U N D B O O T . 1 3 B A L A N C E D I F F U S E R T O 2 1 0 C F M . 1 4 B A L A N C E D I F F U S E R T O 2 1 5 C F M . 1 5 B A L A N C E D I F F U S E R T O 2 4 5 C F M . 1 6 C O N N E C T N E W 8 " Ø D U C T T O E X I S T I N G S U P P L Y A I R D I F F U S E R A N D B A L A N C E T O 2 5 0 C F M . 1 7 B A L A N C E D I F F U S E R T O 4 0 C F M . 1 8 B A L A N C E D I F F U S E R T O 6 0 C F M . 1 9 R - 1 1 4 " X 1 4 " N . K . R E T U R N G R I L L E W I T H S O U N D B O O T . 2 0 I N S T A L L T W O 1 4 " X 1 8 " R E T U R N A I R O P E N I N G S I N W A L L A B O V E C E I L I N G . 1 1 1 1 1 1 9 19 2 3 34 5 6 77899 1 0 11 12 1 3 1 3 1414171515 1 5 1616 1 6 18171820 1 0 . 1 . 2 0 2 1 CD SET 10-1-2021 G E N E R A L R E M O D E L N O T E S A . A L L C O N T R A C T O R S S H A L L C O O R D I N A T E T H E I N S T A L L A T I O N O F A L L C O M P O N E N T S O F T H E N E W S Y S T E M . I N S T A L L A T I O N O F T H E N E W S Y S T E M S I N C L U D E , B U T A R E N O T L I M I T E D T O , H U M I D I F I E R S , V F D , T E R M I N A L B O X E S , R E H E A T C O I L S , D U C T W O R K , P I P I N G , C O N T R O L S , E L E C T R I C A L , E T C . B . F I E L D V E R I F Y A L L E X I S T I N G C O N D I T I O N S P R I O R T O T H E F A B R I C A T I O N O F A N Y D U C T W O R K , P I P I N G , A N D C O N D U I T S , E T C . 1 0 / 0 1 / 2 0 2 1 030A VAVR 1 0 X 8 + 1 " A L S A 20X24+1"AL EA 030 VAVR052VAVRBELOWABOVE8"ØVAVRAHU-200 AHU-200ATC PANELTRANSFORMER PANELTRANSFORMER PANEL (E) VFD 6 (E) VFD 5 (E) H 200(E) FD 32"Ø+1"34X28+1" AL SA 16X16+1" AL EA20"Ø RISE (E) EF-032(E) AHU-200 3/4"2" STEAMCW1" DRAIN R.D.A.D.10X8+1"AL SA6"Ø6"ØR.D.R.D. REXBURG IDAHO TEMPLE 7th SOUTH 2nd EAST REXBURG, ID 834402 2 0 0 3 8 M 4 0 1 THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS CONFIRMATION AND INITIATORY PROJECTS 2 0 2 1 MARK:DATE:DESCRIPTION: © C O P Y R I G H T D E S I G N W E S T A R C H I T E C T S 5 4 3 21 A B DC design west architects 255 SOUTH 300 WEST 795 NORTH 400 WEST LOGAN UT 84321 SALT LAKE CITY UT 84103 P R O J E C T # : D R A W N B Y : C H E C K E D B Y : I S S U E D : R E M O D E L N O T E S 1 C O N N E C T N E W 1 6 " X 1 6 " + 1 A L E X H A U S T A I R D U C T T O E X I S T I N G E X H A U S T F A N E F - 0 3 2 A N D E X T E N D A S S H O W N . 2 C O N N E C T N E W 2 0 " X 2 4 " + 1 A L E X H A U S T A I R D U C T T O E X I S T I N G D U C T W O R K . T R A N S I T I O N A S N E E D E D , S E A L A I R T I G H T . F I E L D V E R I F Y A L L R O U T I N G P R I O R T O A N Y F A B R I C A T I O N O F D U C T W O R K . 3 C O N N E C T T O E X I S T I N G 3 / 4 " D O M E S T I C C O L D W A T E R S U P P L Y P I P I N G A N D E X T E N D T O R E L O C A T E D H U M I D I F I E R . 4 C O N N E C T N E W 2 " S T E A M P I P I N G T O E X I S T I N G S T E A M I N J E C T I O N A S S E M B L Y P I P I N G F R O M R E L O C A T E D H U M I D I F I E R . 5 C O N N E C T N E W 8 " Ø M E D I U M P R E S S U R E S U P P L Y T O E X I S T I N G A H U - 2 0 0 W I T H N E W 1 2 " X 1 2 " T O 8 " Ø S Q U A R E T O R O U N D , S E A L A I R T I G H T . 6 R E - I N S T A L L H U M I D I F I E R H - 2 0 0 I N T H I S A P P R O X I M A T E L O C A T I O N . F I E L D V E R I F Y E X A C T L O C A T I O N T O M A I N T A I N A L L R E Q U I R E D A C C E S S A N D M A I N T E N A N C E C L E A R S . S E E E L E C T R I C A L D R A W I N G S F O R P O W E R C O N N E C T I O N S . 7 I N S T A L L N E W 1 " D R A I N L I N E F R O M H U M I D I F I E R T O E X I S T I N G F L O O R D R A I N . 8 N E W 3 / 4 " D O M E S T I C C O L D W A T E R S U P P L Y L I N E T O R E L O C A T E D H U M I D I F I E R , S E E D R A W I N G O F U P P E R S E C T I O N F O R C O N T I N U A T I O N . 9 R E - I N S T A L L V F D - 5 I N T H I S A P P R O X I M A T E L O C A T I O N , F I E L D V E R I F Y E X A C T L O C A T I O N T O P R O V I D E A C C E S S A N D M A I N T E N A N C E R E Q U I R E M E N T S . S E E E L E C T R I C A L P L A N S F O R P O W E R C O N N E C T I O N S . 1 0 R E - I N S T A L L V F D - 6 I N T H I S A P P R O X I M A T E L O C A T I O N , F I E L D V E R I F Y E X A C T L O C A T I O N T O P R O V I D E A C C E S S A N D M A I N T E N A N C E R E Q U I R E M E N T S . S E E E L E C T R I C A L P L A N S F O R P O W E R C O N N E C T I O N S . 1 1 R E - I N S T A L L E X I S T I N G V A V R T R A N S F O R M E R P A N E L , O R N E W T R A N S F O R M E R P A N E L I N T H I S A P P R O X I M A T E L O C A T I O N , C O O R D I N A T E L O C A T I O N W I T H V F D - 6 C L E A R A N C E R E Q U I R E M E N T S . 1 2 R E - I N S T A L L E X I S T I N G A H U - 2 0 0 M A I N C O N T R O L P A N E L A N D T R A N S F O R M E R P A N E L T O T H I S A P P R O X I M A T E L O C A T I O N . F I E L D V E R I F Y B E S T L O C A T I O N A N D C O O R D I N A T E W I T H C L E A R A N C E R E Q U I R E M E N T S . 1 3 T H I S L O C A T I O N C O U L D B E U T I L I Z E D F O R V A V R T R A N S F O R M E R P A N E L O R A H U - 2 0 0 P A N E L S , F I E L D V E R I F Y B E S T L O C A T I O N F O R A L L P A N E L S . 1 4 R - 3 , 1 8 0 C F M 1 4 " X 8 " A P P R O X I M A T E O P E N I N G , C O O R D I N A T E I N S T A L L A T I O N O F G R I L L E W I T H G E N E R A L C O N T R A C T O R A N D A R C H I T E C T U R A L D R A W I N G S . 1 5 1 4 " X 5 " U N - I N S U L A T E D D U C T P A I N T E D F L A T B L A C K I N S I D E O F D U C T U P W A L L , S E E C O N T I N U A T I O N O N U P P E R D R A W I N G . D U C T S H A L L N O T B E P A I N T E D I N S I D E O F T E M P L E , P R E - P A I N T D U C T O U T S I D E O F T H E T E M P L E . S E E D E T A I L 1 / M 5 0 3 . 1 6 S - 3 9 0 C F M 4 ' - 0 " 2 - S L O T L I N E A R D I F F U S E R W I T H 3 ' - 0 " S E C T I O N I N C E I L I N G , A N D 0 ' - 6 " B L A N K E D O F F O N B O T H S I D E S O F A C T I V E S E C T I O N . 1 7 N O T U S E D . 1 8 R I S E O F F O F 8 " Ø S U P P L Y A I R W I T H 6 " Ø T A K E O F F A N D R O U T E T O V A V R - 0 5 2 A B O V E , R E D U C E 8 " Ø T O 6 " Ø A N D E X T E N D T O V A V R - 0 3 0 S E A L A I R T I G H T . 1 9 C O N N E C T N E W 6 " Ø S U P P L Y A I R T O E X I S T I N G 2 0 " Ø A N D E X T E N D T O N E W V A V R - 0 3 0 A , S E A L A I R T I G H T . 2 0 C O N N E C T N E W 1 0 " X 8 " + 1 " R E T U R N A I R D U C T T O E X I S T I N G 5 8 " X 1 4 " + 1 " R E T U R N A I R D U C T , S E A L A I R T I G H T . 2 1 S E E M 1 0 1 F O R C O N T I N U A T I O N O F D U C T . UPPER MECHANICAL ENLARGEMENT MAIN FLOOR R E M O D E L 1 M 4 0 1 N SCALE: 1/4" = 1' LOWER MECHANICAL ENLARGEMENT MAIN FLOOR R E M O D E L 2 M 4 0 1 N SCALE: 1/4" = 1'0 5 1 0 0 5 1 0 1 2 3 4 5 6 8 9 7101112131415 1616 18192021 N F T D U P P E R A N D L O W E R M E C H A N I C A L E N L A R G E M E N T B A S E M E N T R E M O D E L 2 2 N E W A C C E S S D O O R . S E E A R C H I T E C T U R A L D R A W I N G S F O R E X A C T L O C A T I O N . 2 3 R E M O T E C O N T R O L D A M P E R B O X . S E E D E T A I L 2 / M 5 0 1 . 22 23 1 0 . 1 . 2 0 2 1 CD SET 10-1-2021 G E N E R A L R E M O D E L N O T E S A . A L L C O N T R A C T O R S S H A L L C O O R D I N A T E T H E I N S T A L L A T I O N O F A L L C O M P O N E N T S O F T H E N E W S Y S T E M . I N S T A L L A T I O N O F T H E N E W S Y S T E M S I N C L U D E , B U T A R E N O T L I M I T E D T O , H U M I D I F I E R S , V F D , T E R M I N A L B O X E S , R E H E A T C O I L S , D U C T W O R K , P I P I N G , C O N T R O L S , E L E C T R I C A L , E T C . B . F I E L D V E R I F Y A L L E X I S T I N G C O N D I T I O N S P R I O R T O T H E F A B R I C A T I O N O F A N Y D U C T W O R K , P I P I N G , A N D C O N D U I T S , E T C . 1 0 / 0 1 / 2 0 2 1 © C O P Y R I G H T D E S I G N W E S T A R C H I T E C T S 5 4 3 21 A B DC design west architects 255 SOUTH 300 WEST 795 NORTH 400 WEST LOGAN UT 84321 SALT LAKE CITY UT 84103 P R O J E C T # : D R A W N B Y : C H E C K E D B Y : I S S U E D : REXBURG IDAHO TEMPLE 7th SOUTH 2nd EAST REXBURG, ID 834402 2 0 0 3 8 N F M E C H A N I C A L D E T A I L S S H E E T M 5 0 1 THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS CONFIRMATION AND INITIATORY PROJECTS 2 0 2 1 MARK:DATE:DESCRIPTION: T D E L E C T R O N I C R E M O T E D A M P E R D E T A I L S 2 M 5 0 1 S C A L E : N O N E N O T E : B E I N S T A L L E D C L O S E R A I R F L O W T H A N T W O D U C T W I D T H S T O E L B O W S O R I N T E R S E C T I O N S T A K E O F F S H O U L D N O T 4 5 ° P R O V I D E W I T H D U C T M O U N T E D H A N D Q U A N D R A N T R E G U L A T O R . V O L U M E B A L A N C E D A M P E R P R O V I D E 4 5 D E G . T A K E O F F W I T H I N C R E A S E D A R E A O F 1 . 5 T I M E S T H E A R E A O F T H E R E C T A G U L A R D U C T S E C T I O N . P R O V I D E B A L A N C E D A M P E R W I T H R E M O T E M A N U A L O R E L E C T R O N I C B A L A N C E R E G U L A T O R W I T H D A M P E R P O S I T I O N I N D I C A T O R I N T H E D A M P E R C O N T R O L L E R W H E N B R A N C H T A K E O F F A N D D A M P E R A R E L O C A T E D I N A N I N A C C E S S I B L E L O C A T I O N . BRANCH DUCT TAKE-OFF & DAMPER DETAIL 1 M5 0 1 SCALE: NONE NOTE:BE INSTALLED CLOSER AIR FLOWTHAN TWO DUCT WIDTHSTO ELBOWS ORINTERSECTIONS TAKEOFF SHOULD NOT 45°DAM P E R W I T H D U C T M O U N T E D HAN D Q U A N D R A N T R E G U L A T O R . PRO V I D E V O L U M E B A L A N C E PROVIDE 45 DEG. TAKEOFF WITHINCREASED AREA OF 1.5 TIMESTHE AREA OF THE RECTAGULARDUCT SECTION. B U T T E D F I R M L Y T O G E T H E R . O F L I N E R M E T A L F A S T E N E R S 1 2 " O . C . M A X I M U M N O T M O R E T H A N 2 " F R O M E D G E D U C T L I N E R G A L V A N I Z E D S H E E T A L L E N D S O F L I N E R S H A L L B E C O A T E D W I T H A D H E S I V E E N D S O F L I N E R S H A L L B E M E T A L D U C T T H E S I D E S O F L I N E R S H A L L O V E R L A P T O P A N D B O T T O M S E C T I O N W I T H 1 0 0 % A D H E S I V E D U C T L I N E R A D H E R E D T O D U C T L I N E R S H A L L B E D U C T L I N E R I N S T A L L A T I O N D E T A I L 5 M 5 0 1 S C A L E : N O N E M I T E R E D 9 0 D E G . E L B O W M E D I U M V E L O C I T Y D U C T F I T T I N G S D E T A I L 4 M 5 0 1 S C A L E : N O N E N O T E S : 1 . A L L S Q U A R E E L B O W S S H A L L B E P R O V I D E D W I T H S I N G L E B L A D E T U R N I N G V A N E S . 2 . S Q U A R E T H R O A T , R O U N D H E E L E L B O W S A R E N O T A L L O W E D . S I N G L E B L A D E T U R N I N G V A N E S C O N I C A L 9 0 D E G . T E E T A P 4 5 D E G . B R A N C H T A P 4 5 D E G . L A T E R A L T A P F A B R I C A T E D E L B O W D R D I M E N S I O N S D = D U C T S I Z E C N T L N R A D . = 1 . 5 D 0 - 3 5 D E G . - 2 P I E C E 3 6 - 7 0 D E G . - 3 P I E C E 7 1 - 9 0 D E G . - 5 P I E C E A D D G O R E P I E C E F O R E V E R Y 1 8 D E G R E D U C E R L L = A - B ( 4 " M I N . ) B A 3 / 4 D M A X . O F F S E T 2 D 1 - 1 / 4 " ° 4 5 Y - B R A N C H 9 0 D E G . D T Y P I C A L D D L D D I M E N S I O N S D = D U C T S I Z E L = D / 2 + 1 " SQUARE ELBOW BOTH SIDES 15° MAX.RADIUS ELBOW W ONE SIDE 30° MAX.RECTANGULAR DUCT FITTINGS DETAIL3M501SCALE: NONE NOTES:1. ALL SQUARE ELBOWS SHALL BEPROVIDED WITH SINGLE BLADE TURNING VANES. 2. SQUARE THROAT, ROUND HEELELBOWS NOT ALLOWED.1/2 W SINGLE BLADETURNING VANES 1 0 . 1 . 2 0 2 1 CD SET 10-1-2021 1 0 / 0 1 / 2 0 2 1 © C O P Y R I G H T D E S I G N W E S T A R C H I T E C T S 5 4 3 21 A B DC design west architects 255 SOUTH 300 WEST 795 NORTH 400 WEST LOGAN UT 84321 SALT LAKE CITY UT 84103 P R O J E C T # : D R A W N B Y : C H E C K E D B Y : I S S U E D : REXBURG IDAHO TEMPLE 7th SOUTH 2nd EAST REXBURG, ID 834402 2 0 0 3 8 N F M E C H A N I C A L D E T A I L S S H E E T M 5 0 2 THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS CONFIRMATION AND INITIATORY PROJECTS 2 0 2 1 MARK:DATE:DESCRIPTION: T D SHEET METAL SCREWS. STRAPS SHALL NO POP RIVETS P/2 OF UP THRU 72"P/2 OF UP THRU 30"DUCT PERIMETER MAXIMUM HALF OF HANGER SIZES FORRECTANGULAR DUCT10' - 0"SPACING MAXIMUMHANGERSTRAPS1" x 22 Ga.1" x 18 Ga.DUCT STRAP HANGER DETAIL1M502SCALE: NONE P/2 OF UP THRU 96"1" x 16 Ga.P/2 OF UP THRU 168"P/2 OF UP THRU 192"1-1/2" x 16 Ga.10' - 0"10' - 0"8' - 0"1-1/2" x 16 Ga.P/2 OF UP THRU 120"1" x 16 Ga.8' - 0"8' - 0"HANGER STRAPS60" MAXIMUMSELF TAPPING CADMIUM PLATEDBE TIGHT AGAINST DUCT.1" MIN.ALLOWEDNOTES:1. HANGER SIZES FOR RECTANGULAR DUCTSHALL BE PER SMACNA DUCT CONSTRUCTIONSTANDARDS. R O U N D N E C K D I F F U S E R C O N N E C T I O N D E T A I L 3 M 5 0 2 S C A L E : N O N E FLEX DUCT 36" MAX G Y P B O A R D C E I L I N G T Y P E S E E D R A W I N G S P L A N S F O R S I Z E & L O C A T I O N S U P P L Y D I F F U S E R - S E E L A Y - I N C E I L I N G T Y P E L O N G R A D I U S D U C T E L B O W A N D S C H E D U L E S S E E D R A W I N G S A N D S C H E D U L E S N Y L O N D U C T T I E S , O N E B A N D O V E R F L E X D U C T A N D O N E B A N D O V E R I N S U L A T I O N L I N I N G . O R S . S . D U C T C L A M P S . P V C C O A T E D F I B E R G L A S S C L O T H F A B R I C W I T H F L E X I B L E D U C T S H A L L B E I N S T A L L E D S U C H T H A T T H E R E I S N O T M O R E T H A N A 4 5 D E G . B E N D A N D W I T H N O K I N K I N G . S E E S P E C I F I C A T I O N S F O R A L L O W E D F L E X I B L E D U C T A N D I N S T A L L A T I O N R E Q U I R E M E N T S . M E C H A N I C A L L O C K H E L I X S E E D U C T H A N G E R S U P P O R T D E T A I L F O R D U C T S U P P O R T R E Q U I R E M E N T S . E X A M P L E : F L E X M A S T E R 4 M F L E X I B L E D U C T W O R K . S U P P L Y A I R N O P O P R I V E T S 2 4 " D O W N H A N G E R S I Z E S F O R R O U N D D U C T 1 2 ' - 0 " S P A C I N G M A X I M U M H A N G E R S T R A P S 1 " x 2 2 G a . 1 " x 2 0 G a . R O U N D D U C T H A N G E R D E T A I L 2 M 5 0 2 S C A L E : N O N E 2 5 " - 3 6 " ( 2 ) 1 " x 2 0 G a . 5 1 " - 6 0 " 6 1 " - 8 4 " 1 2 ' - 0 " 1 2 ' - 0 " 3 7 " - 5 0 " A L L O W E D N O T E S : 1 . H A N G E R S I Z E S F O R R O U N D D U C T W O R K S H A L L B E P E R S M A C N A D U C T C O N S T R U C T I O N S T A N D A R D S . D U C T D I A . R O D 1 / 4 " 3 / 8 " 1 2 ' - 0 " 1 2 ' - 0 " 1 2 ' - 0 " 8 5 " - 9 6 " ( 2 ) 1 " x 1 8 G a . ( 2 ) 1 " x 1 6 G a . ( 2 ) 1 - 1 / 2 " x 1 6 G a . ( 2 ) 3 / 8 " ( 2 ) 3 / 8 " ( 2 ) 3 / 8 " ( 2 ) 1 / 2 " D U C T W O R K B A N D S H A L L B E S A M E S I Z E A S H A N G E R S T R A P . H A N G E R S T R A P H A N G E R S T R A P H A N G E R R O D B A N D H A L F - R O U N D M A Y B E U S E D I F D U C T S H A P E I S M A I N T A I N E D . 3 6 " D I A . M A X . L O A D R A T E D F A S T E N E R S RETURN/TRANSFER SOUND BOOT DETAIL 4 M 5 0 2 SCALE: NONE SHEET METAL SOUND BOOT WIT H 1 " T H I C K ACOUSTICAL DUCT LINER.SUPPORT SOUND BOOT FROM S T R U C T U R E , SEE DUCT STRAP HANGER DETAI L . 4 INCH TALL THROAT MINIMUM.RETURN/TRANSFER AIR GRILLE M O U N T E D IN LAY-IN GRID OR GYPSOM CEIL I N G , S E E SCHEDULES AND DRAWINGS FO R G R I L L E SIZE, TYPE, FINISH, AND MOUNT I N G 12 INCH MINIMUM THROAT LEN G T H 2/3 GRILLE WIDTH MINIMUM OR A S S H O W N ON DRRAWINGS. MINIMUM OF 6 I N C H E S . REQUIREMENTS. SEE SPECIFICAT I O N S . T E R M I N A L B O X I N S T A L L A T I O N D E T A I L 5 M 5 0 2 S C A L E : N O N E C O L D D U C T T R A N S I T I O N T O I N L E T O F V A V B O X A S R E Q U I R E D . P R O V I D E S T R A I G H T S E C T I O N O F D U C T F O R A I R F L O W P I C K - U P , S T R A I G H T S E C T I O N S H A L L B E A M I N I M U M O F T W O D U C T D I A M I T E R S I N L E N G T H O R A S L O N G A S A V A I L A B L E S P A C E A L L O W S . T E R M I N A L B O X , S E E P L A N S A N D S C H E D U L E F O R C O N T R O L S ( T Y P I C A L ) S I Z I N G A N D L O C A T I O N . E X T E N D S T R A I G H T D U C T 1 2 " M I N . T O T R A N S I T I O N , M A T C H D U C T T O O U T L E T S I D E O F T E R M I N A L B O X E S . T R A N S I T I O N F R O M T E R M I N A L B O X D I S C H A R G E S I Z E T O B R A N C H D U C T S I Z E , S E E P L A N S F O R S I Z I N G . S E E R E C T A N G U L A R D U C T F I T T I N G D E T A I L B R A N C H D U C T T O D I F F U S E R S , S E E P L A N S F O R S I Z I N G . C O N I C A L O R 4 5 D E G R E E T A K E - O F F F I T T I N G , S E E H W S H W R C O I L P I P I N G D E T A I L F O R S I Z E S A N D P I P I N G R E Q U I R E M E N T S . H E A T I N G W A T E R P I P I N G - S E E P L A N A N D D R A W I N G S F O R F I T T I N G T Y P E A N D L O C A T I O N S . N Y L O N D U C T T I E S , O R S . S . D U C T C L A M P S . O N E I N S U L A T I O N A N D I N S U L A T I O N L I N E R . B A N D O V E R F L E X D U C T A N D O N E B A N D O V E R P V C C O A T E D F I B E R G L A S S C L O T H F A B R I C W I T H F L E X I B L E D U C T S H A L L B E I N S T A L L E D S U C H T H A T T H E R E I S N O T M O R E T H A N A 4 5 D E G . B E N D A N D W I T H N O K I N K I N G . S E E S P E C I F I C A T I O N S F O R A L L O W E D F L E X I B L E D U C T A N D I N S T A L L A T I O N R E Q U I R E M E N T S . M E C H A N I C A L L O C K H E L I X E X A M P L E : F L E X M A S T E R 4 M F L E X I B L E D U C T W O R K . FLEX DUCT 36" MAX 1 0 . 1 . 2 0 2 1 CD SET 10-1-2021 1 0 / 0 1 / 2 0 2 1 © C O P Y R I G H T D E S I G N W E S T A R C H I T E C T S 5 4 3 21 A B DC design west architects 255 SOUTH 300 WEST 795 NORTH 400 WEST LOGAN UT 84321 SALT LAKE CITY UT 84103 P R O J E C T # : D R A W N B Y : C H E C K E D B Y : I S S U E D : REXBURG IDAHO TEMPLE 7th SOUTH 2nd EAST REXBURG, ID 834402 2 0 0 3 8 N F M E C H A N I C A L D E T A I L S S H E E T M 5 0 3 THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS CONFIRMATION AND INITIATORY PROJECTS 2 0 2 1 MARK:DATE:DESCRIPTION: T D LOW RETURN WALL PLENUM DETAIL 1M503SCALE: NONE D U A L L O W R E T U R N W A L L P L E N U M D E T A I L 2 M 5 0 3 S C A L E : N O N E TYPICAL SQUARE RETURN,FROM MAIN.METAL STUDSSHEET METAL PLENUM BEHIND HAT C H A N N E L FOR AIRTIGHT SEALPAINT ALL INTERIOR SURFACES BLACKPER ARCHITECTURALGYP.LOW RETURN GRILLESHEET METAL FLOORSEAL ALL AROUND STUD ON INTERIOROF PLENUM CEILING LINE SHEET METAL CAP.SEAL ALL AROUND CONNECT DUCT TO SHEET METAL PLENUM. T Y P I C A L S Q U A R E R E T U R N , F R O M M A I N . M E T A L S T U D S S H E E T M E T A L P L E N U M B E H I N D H A T C H A N N E L F O R A I R T I G H T S E A L P A I N T A L L I N T E R I O R S U R F A C E S B L A C K P E R A R C H I T E C T U R A L G Y P . L O W R E T U R N G R I L L E S H E E T M E T A L F L O O R S E A L A L L A R O U N D S T U D O N I N T E R I O R O F P L E N U M C E I L I N G L I N E S H E E T M E T A L C A P . S E A L A L L A R O U N D C O N N E C T D U C T T O S H E E T M E T A L P L E N U M . 1 0 . 1 . 2 0 2 1 CD SET 10-1-2021 1 0 / 0 1 / 2 0 2 1 1 5 n 112233445566 7 7 8 8 9 9 1 0 1 0 1 1 1 1 1 2 1 2 1 3 1 3 1 4 1 4 1 5 H H A A B B C C D D E E F F G G A.2 A . 2 A.4 A . 4 MAIN ELECTRICAL 028 052 W A I T I N G 0 3 0 0 3 2 0 3 4 M E C H A N I C A L M E C H A N I C A L 0 5 1 0 3 1 HALL024 EQUIPMENT025 ELEVATORACCESS029NORTH023STAIR019ENTRY018CORRIDOR016015ISSUECLOTHING 014 RECEIVING 012 ENGINEER 009 LAUNDRY 0 0 7 0 0 5 S T A I R S O U T H 0 0 6 C O R R I D O R 0 3 8 0 4 1 L O C K E R S G I R L S 0 4 1 L O C K E R S B O Y ' S 0 3 9 C U S T O D I A L 0 3 5 C O R R I D O R 0 3 4 M E N W O R K E R D R E S S 0 0 1 A S E R V I N G A R E A 0 0 1 D I N I N G S E R V I N G 0 0 3 W O M E N W O R K E R ' S D R E S S 0 0 4 0 4 4 0 0 8 C O R R I D O R 0 4 3 G I R L S 0 4 5 0 4 6 F O N T 0 4 2 B O Y 047 CHAPEL © C O P Y R I G H T D E S I G N W E S T A R C H I T E C T S 5 4 3 21 A B DC design west architects 255 SOUTH 300 WEST 795 NORTH 400 WEST LOGAN UT 84321 SALT LAKE CITY UT 84103 P R O J E C T # : D R A W N B Y : C H E C K E D B Y : I S S U E D : REXBURG IDAHO TEMPLE 7th SOUTH 2nd EAST REXBURG, ID 834402 2 0 0 3 8 N F T D B A S E M E N T M E C H A N I C A L P I P I N G D E M O P L A N M P D 1 0 0 THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS CONFIRMATION AND INITIATORY PROJECTS 2 0 2 1 MARK:DATE:DESCRIPTION: BASEMENT MECHANICAL PIPING DEMO PLAN 1 M P D 1 0 0 0 5 1 0 N SCALE: 1/8" = 1' D E M O L I T I O N N O T E S 1 R E M O V E E X I S T I N G H E A T I N G W A T E R S U P P L Y A N D R E T U R N P I P I N G F R O M E X I S T I N G R E H E A T C O I L B A C K T O E X I S T I N G S H U T O F F V A L V E S , S E E R E M O D E L D R A W I N G S F O R N E W W O R K . GENERAL NOTESA.THE DEMOLITION DRAWINGS SHOWN ARE PROVIDED TO SHOW THE EXTENT OF THE EXISTINGMECHANICAL SYSTEMS. DEMOLITION FLOOR PLANS HAVE BEEN CREATED USING AVAILABLE RECORDDRAWINGS PROVIDED BY THE OWNER. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS FORINSTALLATION PRIOR TO DEMOLITION. SUCH FIELD CONDITIONS ARE, BUT NOT LIMITED TO, PIPINGAND DUCTWORK ROUTING AND EQUIPMENT, ETC. FIELD VERIFY EXACT LOCATIONS OF ALL CONTROLCOMPONENTS AND HAVE OWNER/CONTROL CONTRACTOR REMOVE THE COMPONENTS PRIOR TOGENERAL DEMOLITION. 1 1 1 1 0 . 1 . 2 0 2 1 CD SET 10-1-2021 1 0 / 0 1 / 2 0 2 1 ( E ) V A V R - 1 5 5 (E) VAVR-153(E) VAVR-102B ( E ) V A V R - 1 0 1 B (E) VAVR-154 ( E ) V A V R - 1 0 3 B (E) VAVR-149 (E) VAVR-147 (E) VAVR-142 (E) VAVR-106(E) VAVR-126(E) VAVR-120A (E) VAVR-117 (E) VAVR-103A (E) VAVR-102A (E) VAVR-101A (E) VAVR-107 (E) VAVR-137A ( E ) V A V R - 1 3 7 B (E) VAVR-135(E) VAVR-133(E) VAVR-132(E) VAVR-131(E) VAVR-124 (E) VAVR-120B ( E ) V A V R - 1 0 5 ( E ) V A V R - 1 4 5 (E) VAVR-150 1 5 112233445566 7 7 8 8 9 9 1 0 1 0 1 1 1 1 1 2 1 2 1 3 1 3 1 4 1 4 1 5 H ABCDEFGA.2A.4126124125123122A125120 1 1 7 1 1 7 A C L O T H I N G V E S T I B U L E C L O T H I N G 119 VESTIBULE 1 1 6 C O R R I D O R 1 1 6 C O R R I D O R E L E V A T O R 1 0 3 S P A T R O N W A I T I N G S O U T H 1 0 7 N O N - P A T R O N W A I T I N G 1 0 2 E N T R Y 1 0 1 V E S T I B U L E 1 0 3 P A T R O N W A I T I N G 1 5 5 P R E S I D E N T 1 5 3 1 5 2 1 4 9 C O U N S E L O R 1 4 7 R E C O R D E R 1 4 2 I N S T R U C T I O N 1 4 1 I N S T R . 1 4 0 1 4 5 1 4 6 1 0 5 COR R I D O R 1 0 4 C O R R I D O R 106 CORRIDOR 135 CORRIDOR134STAIRNORTH133132131BRIDES 1 1 4 S T A I R S O U T H 1 1 8 1 3 9 136 137138 137MEN'S DRESSING MEN'S DRESSINGCORRIDOR135ACCESS © C O P Y R I G H T D E S I G N W E S T A R C H I T E C T S 5 4 3 21 A B DC design west architects 255 SOUTH 300 WEST 795 NORTH 400 WEST LOGAN UT 84321 SALT LAKE CITY UT 84103 P R O J E C T # : D R A W N B Y : C H E C K E D B Y : I S S U E D : REXBURG IDAHO TEMPLE 7th SOUTH 2nd EAST REXBURG, ID 834402 2 0 0 3 8 M P D 1 0 1 THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS CONFIRMATION AND INITIATORY PROJECTS 2 0 2 1 MARK:DATE:DESCRIPTION: M A I N F L O O R M E C H A N I C A L P I P I N G D E M O P L A N N F T D MAIN FLOOR MECHANICAL PIPING DEM O P L A N 1 M P D 1 0 1 0 5 1 0 N SCALE: 1/8" = 1'GENERAL NOTESA.THE DEMOLITION DRAWINGS SHOWN ARE PROVIDED TO SHOW THE EXTENT OF THE EXISTINGMECHANICAL SYSTEMS. DEMOLITION FLOOR PLANS HAVE BEEN CREATED USING AVAILABLE REC O R D DRAWINGS PROVIDED BY THE OWNER. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS FORINSTALLATION PRIOR TO DEMOLITION. SUCH FIELD CONDITIONS ARE, BUT NOT LIMITED TO, PIPI N G AND DUCTWORK ROUTING AND EQUIPMENT, ETC. FIELD VERIFY EXACT LOCATIONS OF ALL CONT R O L COMPONENTS AND HAVE OWNER/CONTROL CONTRACTOR REMOVE THE COMPONENTS PRIOR T O GENERAL DEMOLITION. 1 1 D E M O L I T I O N N O T E S 1 R E M O V E E X I S T I N G H E A T I N G W A T E R S U P P L Y A N D R E T U R N P I P I N G F R O M E X I S T I N G R E H E A T C O I L B A C K T O E X I S T I N G S H U T O F F V A L V E S , S E E R E M O D E L D R A W I N G S F O R N E W W O R K . 1 0 . 1 . 2 0 2 1 CD SET 10-1-2021 1 0 / 0 1 / 2 0 2 1 112233445566 7 7 8 8 9 9 1 0 1 0 1 1 1 1 1 2 1 2 1 3 1 3 1 4 1 4 1 5 1 5 H H A A B B C C D D E E F F G G A.2 A . 2 A.4 A . 4 0 3 0 V A V R 0 5 2 V A V R B E L O W A B O V E 0 3 0 A V A V R MAIN ELECTRICAL 028052 W A I T I N G 0 3 0 0 3 2 0 3 4 M E C H A N I C A L M E C H A N I C A L 0 5 1 0 3 1 HALL024 EQUIPMENT025 ELEVATORACCESS029NORTH023STAIR019ENTRY018CORRIDOR016015ISSUECLOTHING 014 RECEIVING 012 ENGINEER 009 LAUNDRY 0 0 7 0 0 5 S T A I R S O U T H 0 0 6 C O R R I D O R 0 3 8 0 4 1 L O C K E R S G I R L S 0 4 1 L O C K E R S B O Y ' S 0 3 9 C U S T O D I A L 0 3 5 C O R R I D O R 0 3 4 M E N W O R K E R D R E S S 0 0 1 A S E R V I N G A R E A 0 0 1 D I N I N G S E R V I N G 0 0 3 W O M E N W O R K E R ' S D R E S S 0 0 4 0 4 4 0 0 8 C O R R I D O R 0 4 3 G I R L S 0 4 5 0 4 6 F O N T 0 4 2 B O Y 047 CHAPEL 3/4" HWS/R 3 / 4 " H W S / R 3/4" HWS/R3/4" HWS/R3/4" HWS/R3/4" HWS/R 1" HWS/R 047A VAVR3/4" HWS/R © C O P Y R I G H T D E S I G N W E S T A R C H I T E C T S 5 4 3 21 A B DC design west architects 255 SOUTH 300 WEST 795 NORTH 400 WEST LOGAN UT 84321 SALT LAKE CITY UT 84103 P R O J E C T # : D R A W N B Y : C H E C K E D B Y : I S S U E D : REXBURG IDAHO TEMPLE 7th SOUTH 2nd EAST REXBURG, ID 834402 2 0 0 3 8 B A S E M E N T M E C H A N I C A L P I P I N G R E M O D E L P L A N M P 1 0 0 THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS CONFIRMATION AND INITIATORY PROJECTS 2 0 2 1 MARK:DATE:DESCRIPTION: N F T D BASEMENT MECHANICAL PIPE SECOND FLOO R P L A N 1 M P 1 0 0 0 5 1 0 N SCALE: 1/8" = 1'REMO D E L N O T E S 1 EXTEND H E A T I N G W A T E R S U P P L Y A N D R E T U R N P I P I N G T O NEW VAV R T E R M I N A L B O X R E - H E A T C O I L F R O M E X I S T I N G SHUT OFF V A L V E S . S E E D E T A I L 1 / M P 5 0 1 F O R P I P I N G REQUIRE M E N T S . GENERAL REMODEL NOTESA.ALL CONTRACTORS SHALL COORDINATE THE INSTALLATION OF ALLCOMPONENTS OF NEW VAVR TERMINAL BOXES WITH DUCTWORK ANDASSOCIATED CONTROLS AND PIPING.B.FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE FABRICATION OF ANYPIPING, AND CONDUITS, ETC. 1 2 2 RE-ROUTE H E A T I N G W A T E R S U P P L Y A N D R E T U R N P I P I N G T O NEW VAV R T E R M I N A L B O X R E - H E A T C O I L F R O M E X I S T I N G SHUT OFF V A L V E S . S E E D E T A I L 1 / M P 5 0 1 F O R P I P I N G REQUIRE M E N T S . C O O R D I N A T E R O U T I N G W I T H S H E E T M E T A L CONTRAC T O R F O R N E W E X A C T L O C A T I O N O F R E - H E A T C O I L AND PIPIN G . P I P I N G S H A L L N O T B E L O C A T E D A B O V E E X I S T I N G ELECTRIC A L P A N E L S O R T R A N S F O R M E R S . P R O V I D E W I T H P A N UNDERNE A T H C O I L A N D V A L V E A S S E M B L Y . P R O V I D E M O I S T U R E SENSOR C O N N E C T E D T O B M S F O R A L A R M . 1 0 . 1 . 2 0 2 1 1 CD SET 10-1-2021 1 0 / 0 1 / 2 0 2 1 112233445566 7 7 8 8 9 9 1 0 1 0 1 1 1 1 1 2 1 2 1 3 1 3 1 4 1 4 1 5 1 5 H H A A B B C C D D E E F F G G A.2 A . 2 A.4 A . 4 145A VAVR137BVAVR120AVAVR126AVAVR126124125123122A125120 1 1 7 1 1 7 A C L O T H I N G V E S T I B U L E C L O T H I N G 119 VESTIBULE 1 1 6 C O R R I D O R 1 1 6 C O R R I D O R E L E V A T O R 1 0 3 S P A T R O N W A I T I N G S O U T H 1 0 7 N O N - P A T R O N W A I T I N G 1 0 2 E N T R Y 1 0 1 V E S T I B U L E 1 0 3 P A T R O N W A I T I N G 1 5 5 P R E S I D E N T 1 5 3 1 5 2 1 4 9 C O U N S E L O R 1 4 7 R E C O R D E R 1 4 2 I N S T R U C T I O N 1 4 1 I N S T R . 1 4 0 1 4 5 1 4 6 105 CORRIDOR 1 0 4 C O R R I D O R 106 CORRIDOR 135 CORRIDOR134STAIRNORTH133132131BRIDES 1 1 4 S T A I R S O U T H 1 1 8 1 3 9 136 137138 137MEN'S DRESSING MEN'S DRESSINGCORRIDOR135ACCESS3/4" HWS/R3/4" HWS/R 3/4" HWS/R 1 1/4" HWS/R 3/4" HWS/R © C O P Y R I G H T D E S I G N W E S T A R C H I T E C T S 5 4 3 21 A B DC design west architects 255 SOUTH 300 WEST 795 NORTH 400 WEST LOGAN UT 84321 SALT LAKE CITY UT 84103 P R O J E C T # : D R A W N B Y : C H E C K E D B Y : I S S U E D : REXBURG IDAHO TEMPLE 7th SOUTH 2nd EAST REXBURG, ID 834402 2 0 0 3 8 M A I N F L O O R M E C H A N I C A L P I P I N G R E M O D E L P L A N M P 1 0 1 THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS CONFIRMATION AND INITIATORY PROJECTS 2 0 2 1 MARK:DATE:DESCRIPTION: N F T D BASEMENT MECHANICAL PIPE SECOND FLOOR P L A N 1 M P 1 0 0 0 5 1 0 N SCALE: 1/8" = 1'REMODE L N O T E S 1 EXTEND HEATI N G W A T E R S U P P L Y A N D R E T U R N P I P I N G T O NEW VAVR TER M I N A L B O X R E - H E A T C O I L F R O M E X I S T I N G SHUT OFF VAL V E S . S E E D E T A I L 1 / M P 5 0 1 F O R P I P I N G REQUIREMENT S . 1 0 . 1 . 2 0 2 1 1 1 CD SET 10-1-2021 GENERAL REMODEL NOTESA.ALL CONTRACTORS SHALL COORDINATE THE INSTALLATION OF ALLCOMPONENTS OF NEW VAVR TERMINAL BOXES WITH DUCTWORK ANDASSOCIATED CONTROLS AND PIPING.B.FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE FABRICATION OF ANYPIPING, AND CONDUITS, ETC. 1 0 / 0 1 / 2 0 2 1 © C O P Y R I G H T D E S I G N W E S T A R C H I T E C T S 5 4 3 21 A B DC design west architects 255 SOUTH 300 WEST 795 NORTH 400 WEST LOGAN UT 84321 SALT LAKE CITY UT 84103 P R O J E C T # : D R A W N B Y : C H E C K E D B Y : I S S U E D : REXBURG IDAHO TEMPLE 7th SOUTH 2nd EAST REXBURG, ID 834402 2 0 0 3 8 N F M E C H A N I C A L P I P E D E T A I L S S H E E T M P 5 0 1 THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS CONFIRMATION AND INITIATORY PROJECTS 2 0 2 1 MARK:DATE:DESCRIPTION: T D AIRFLOW COPPER PIPE1/2" BALL VALVEWITH HOSE ENDAND CAP.H W S O R C H W S H W R O R C H W R MODULATING 2-WA Y C O N T R O L CONTROL VALVE W I T H U N I O N S . THREAD TO SWEAT CONN.(TYPICAL)AS CLOSE TO THE C O I L A S P O S S I B L E AND WITH IN 2'-0" O F E A C H O T H E R . CIRCUIT BALAN C E V A L V E SIZED TO PROVI D E G P M F L O W BETWEEN 1 AN D 5 F T H D . 1/2" MANUAL AIR VENTVALVE FOR EACH COILHEADER WITH CAP.REDUCERSTRAINERSHUT-OFF BALL V A V L E S I N S T A L L E D UNION VAVR#RHC#SEE SCHEDULEFOR FLOW VALUE1/2" MANUAL DRAINVALVE FOR EACH COILHEADER WITH CAP.2-WAY COIL PIPING DETAIL 1 M P 5 0 1 SCALE: NONESPACING AND CLEARENCE DIMENSIONS IN INCHES1/2 TO 3/4 MECHANICAL PIPE SPACING AND CLEARENCE TABLEACBINCHES1 TO 1-1/2PIPE INSULATION AND SPACING DETAIL 2 M P 5 0 1 SCALE: NONE PIPE SIZED HEATING PIPING CDDGHH CHWS/RHWS/RHRS/RPIPE SIZEUP TO 1-1/2"OVER 1-1/2"1" THICK2" THICK 1" THICK1-1/2" THICK 1" THICK1-1/2" THICK MECHANICAL PIPING INSULATION TABLE56-3/4 EGF5-1/27-1/2610 3-1/23-1/23-1/2 H 4 4 4 CHILLED & HEAT RECOVERY PIPING ABBGHH2 TO 3456810127117-1/21281391510171119 3-1/23-1/23-1/23-1/23-1/23-1/2 4 4 4 4 4 4 56-3/45-1/27-1/27117-1/2128138-1/2149-1/21610-1/21811-1/220 44-3/44-1/45-1/2575-1/28696-1/2107-1/2128-1/2149-1/216 NON-INSULAT E D P I P I N G EF F GH H STRUCTUREST R U C T U R E STRUCTURE NOTE:CENTERLINE DIMENSIONS A R E B A S E D O N DIMENSIONS G AND H ARE T H E M I N I M U M ALLOWED CLEARENCES FO R A L L P I P I N G . OUTER PIPE AND INSULATI O N T H I C K N E S S P I P E H A N G E R A N D S U P P O R T D E T A I L 3 M P 5 0 1 S C A L E : N O N E P - 1 0 0 0 U P T O 7 0 0 L B S . A N D P - 1 0 0 1 U P T O 2 , 0 0 0 L B S . C O N C R E T E S T R U C T U R E 1 - 5 / 8 " U N I S T R U T C H A N N E L , U S E U S E A M I N . L E N G T H O F 8 " . S E E T A B L E F O R A N C H O R S . F U L L C A L C I U M S I L I C A T E S H I E L D P R E - I N S U L A T E D S U P P O R T A T S T R U T S U P P O R T , C L E V I S H A N G E R , A N D O T H E R S U P P O R T S , S H E I L D S H A L L B E A M I N . O F 1 2 " I N L E N G T H . W E I G H T O F F I L L E D M A X I M U M H A N G E R R O D P I P E S I Z E 3 / 4 T O 1 - 1 / 4 3 / 2 1 P I P E H A N G E R S I Z E , A N D S P A C I N G T A B L E 3 / 8 7 P I P E L B S / F T / T O T A L S P A C I N G F T S I Z E I N C H E S I N C H E S 1 - 1 / 2 3 . 6 / 3 2 . 4 3 / 8 9 2 6 . 3 / 6 0 . 3 3 / 8 1 0 2 - 1 / 2 9 . 5 / 1 0 4 . 5 1 / 2 1 1 3 1 3 / 1 5 6 1 / 2 1 2 4 T O 5 2 9 / 4 0 6 5 / 8 1 4 6 T O 8 6 4 / 1 0 2 4 3 / 4 1 6 1 0 T O 1 2 1 3 3 / 2 6 6 0 7 / 8 2 0 1 4 T O 1 8 2 6 0 / 6 2 4 0 1 2 4 1 - 1 / 2 " D S A C T U A T E D H I L T I C O N C . A N C H O R 1 / 2 " X 3 " K W I K B O L T 5 / 8 " X 3 - 1 / 2 " K W I K B O L T U N I S T R U T C H A N N E L 3 / 8 " X 3 " K W I K B O L T M A X . W E I G H T 2 0 0 L B S . / A N C H O R 1 2 0 0 2 0 0 0 4 0 0 0 A N C H O R T A B L E P I P E H A N G E R P I P E H A N G E R N O T E : H A N G E R S , S P A C I N G , A N D A N C H O R S A R E F O R S I N G L E P I P E S . I F T A B L E D V A L U E S A R E E X C E E D E D , T H E N H A N G E R S P A C I N G S H A L L B E R E D U C E D T O M A T C H R O D , A N D A N C H O R M A X I M U M C A P A C I T I E S . D O U B L E N U T H A N G E R 1 0 . 1 . 2 0 2 1 CD SET 10-1-2021 1 0 / 0 1 / 2 0 2 1 112233445566 7 7 8 8 9 9 1 0 1 0 1 1 1 1 1 2 1 2 A A B B C C D D E E F F G G A.2 A . 2 A.4 A . 4 0 3 0 V A V R 0 5 2 V A V R B E L O W A B O V E MAIN ELECTRICAL 028 052 W A I T I N G 0 3 0 0 3 2 0 3 4 M E C H A N I C A L M E C H A N I C A L 0 5 1 0 3 1 HALL024 EQUIPMENT025 ELEVATORACCESS029NORTH023STAIR019ENTRY018CORRIDOR016015ISSUECLOTHING 014 RECEIVING 012 ENGINEER 009 LAUNDRY 0 0 7 0 0 5 S T A I R S O U T H 0 0 6 C O R R I D O R 0 3 8 0 4 1 L O C K E R S G I R L S 0 4 1 L O C K E R S B O Y ' S 0 3 9 C U S T O D I A L 0 3 5 C O R R I D O R 0 3 4 M E N W O R K E R D R E S S 0 0 1 A S E R V I N G A R E A 0 0 1 D I N I N G S E R V I N G 0 0 3 W O M E N W O R K E R ' S D R E S S 0 0 4 0 4 4 0 0 8 C O R R I D O R 0 4 3 G I R L S 0 4 5 0 4 6 F O N T 0 4 2 B O Y 047 CHAPEL S S S SSSSSSSSSS S S S S S S S S S S 0 3 0 A V A V R 047A VAVR © C O P Y R I G H T D E S I G N W E S T A R C H I T E C T S 5 4 3 21 A B DC design west architects 255 SOUTH 300 WEST 795 NORTH 400 WEST LOGAN UT 84321 SALT LAKE CITY UT 84103 P R O J E C T # : D R A W N B Y : C H E C K E D B Y : I S S U E D : REXBURG IDAHO TEMPLE 7th SOUTH 2nd EAST REXBURG, ID 834402 2 0 0 3 8 N F T D M I 1 0 0 THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS CONFIRMATION AND INITIATORY PROJECTS 2 0 2 1 MARK:DATE:DESCRIPTION: B A S E M E N T R E M O D E L C O N T R O L P L A N REMODEL NOTES 1 CONTROLS CONTRACTOR, OR THEIR SUB-CONTRACTOR, SHALL INSTALL ALL CONTROLS PROVIDED BY BYU AND COMMISSION THEM WITH BALANCE CONTRACTOR. SEE DETAIL 1/MI501 2 FIELD VERIFY LOCATION OF ALL EXISTING TEMPERATURE SENSORS PRIOR TO INSTALLATION, COORDINATE ANY LOCATION CHANGES WITH TEMPLE FACILITY MANAGER.MAIN FLOOR CONTROLS PLAN 1 M I 1 0 0 051 0 N SCALE: 1/8" = 1' 1 1 V A V R C O N T R O L D I A G R A M 1 M I 1 0 0 S C A L E : N O N E D M S V S S A O 4 2 A I 1 A I 3 A I A I R F L O W V E L O C I T Y S E N S O R D A M P E R M O T O R C O L D 2 4 V A C F R O M T R A N S F O R M E R I N L V T P P A N E L M A I N C O M M U N I C A T I O N T R U N K T O O T H E R C O N T R O L L E R S C O N T R O L L E R H O N E Y W E L L S P A C E T E M P E R A T U R E S E N S O R D I S C H A R G E A I R T E M P E R A T U R E S E N S O R V A R I A B L E V O L U M E W I T H R E H E A T C O N T R O L L E R P O I N T # P O I N T D E S C R I P T I O N P O I N T T Y P E R E M A R K S 1 S P A C E T E M P E R A T U R E A I + / - A D J U S T A B L E S P A C E T E M P . S E N S O R 2 D I S C H A R G E T E M P E R A T U R E A I D U C T T E M P E R A T U R E S E N S O R 3 S U P P L Y A I R F L O W A I A I R F L O W V E L O C I T Y / P R E S S U R E S E N S O R 4 C O N T R O L D A M P E R A C T U A T O R A O M O D U L A T I N G D A M P E R A C T U A T O R 5 R E - H E A T C O N T R O L V A L V E A O M O D U L A T I N G W A T E R V A L V E A C T U A T O R C V H W R H W S A O 5 C O N T R O L V A L V E 2 1 0 . 1 . 2 0 2 1 CD SET 10-1-2021 1 0 / 0 1 / 2 0 2 1 112233445566 7 7 8 8 9 9 1 0 1 0 1 1 1 1 1 2 1 2 A A B B C C D D E E F F G G A.2 A . 2 A.4 A . 4 145A VAVR137BVAVR120AVAVR126AVAVR126124125123122A125120 1 1 7 1 1 7 A C L O T H I N G V E S T I B U L E C L O T H I N G 119 VESTIBULE 1 1 6 C O R R I D O R 1 1 6 C O R R I D O R E L E V A T O R 1 0 3 S P A T R O N W A I T I N G S O U T H 1 0 7 N O N - P A T R O N W A I T I N G 1 0 2 E N T R Y 1 0 1 V E S T I B U L E 1 0 3 P A T R O N W A I T I N G 1 5 5 P R E S I D E N T 1 5 3 1 5 2 1 4 9 C O U N S E L O R 1 4 7 R E C O R D E R 1 4 2 I N S T R U C T I O N 1 4 1 I N S T R . 1 4 0 1 4 5 1 4 6 105 CORRIDOR 1 0 4 C O R R I D O R 106 CORRIDOR 135 CORRIDOR134STAIRNORTH133132131BRIDES 1 1 4 S T A I R S O U T H 1 1 8 1 3 9 136 137138 137MEN'S DRESSING MEN'S DRESSINGCORRIDOR135ACCESSS S SSSSSSS S S S S S S S SSSSS S S S S S S S S S © C O P Y R I G H T D E S I G N W E S T A R C H I T E C T S 5 4 3 21 A B DC design west architects 255 SOUTH 300 WEST 795 NORTH 400 WEST LOGAN UT 84321 SALT LAKE CITY UT 84103 P R O J E C T # : D R A W N B Y : C H E C K E D B Y : I S S U E D : REXBURG IDAHO TEMPLE 7th SOUTH 2nd EAST REXBURG, ID 834402 2 0 0 3 8 N F T D M I 1 0 1 THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS CONFIRMATION AND INITIATORY PROJECTS 2 0 2 1 MARK:DATE:DESCRIPTION: M A I N F L O O R R E M O D E L C O N T R O L P L A N REMODEL NOTES 1 CONTROLS CONTRACTOR, OR THEIR SUB-CONTRACTOR, SHALL INSTALL ALL CONTROLS PROVIDED BY BYU AND COMMISSION THEM WITH BALANCE CONTRACTOR. SEE DETAIL 1/MI501 2 FIELD VERIFY LOCATION OF ALL EXISTING TEMPERATURE SENSORS PRIOR TO INSTALLATION, COORDINATE ANY LOCATION CHANGES WITH TEMPLE FACILITY MANAGER.MAIN FLOOR CONTROLS PLAN 1 M I 1 0 1 0 5 1 0 N SCALE: 1/8" = 1' 1 1 1 1 V A V R C O N T R O L D I A G R A M 1 M I 1 0 1 S C A L E : N O N E D M S V S S A O 4 2 A I 1 A I 3 A I A I R F L O W V E L O C I T Y S E N S O R D A M P E R M O T O R C O L D 2 4 V A C F R O M T R A N S F O R M E R I N L V T P P A N E L M A I N C O M M U N I C A T I O N T R U N K T O O T H E R C O N T R O L L E R S C O N T R O L L E R H O N E Y W E L L S P A C E T E M P E R A T U R E S E N S O R D I S C H A R G E A I R T E M P E R A T U R E S E N S O R V A R I A B L E V O L U M E W I T H R E H E A T C O N T R O L L E R P O I N T # P O I N T D E S C R I P T I O N P O I N T T Y P E R E M A R K S 1 S P A C E T E M P E R A T U R E A I + / - A D J U S T A B L E S P A C E T E M P . S E N S O R 2 D I S C H A R G E T E M P E R A T U R E A I D U C T T E M P E R A T U R E S E N S O R 3 S U P P L Y A I R F L O W A I A I R F L O W V E L O C I T Y / P R E S S U R E S E N S O R 4 C O N T R O L D A M P E R A C T U A T O R A O M O D U L A T I N G D A M P E R A C T U A T O R 5 R E - H E A T C O N T R O L V A L V E A O M O D U L A T I N G W A T E R V A L V E A C T U A T O R C V H W R H W S A O 5 C O N T R O L V A L V E 1 0 . 1 . 2 0 2 1 CD SET 10-1-2021 1 0 / 0 1 / 2 0 2 1