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Home My WebLink AboutPLANS - Parapet & Roof - 18-00284 - Rexburg Temple - RemodelNexus Project #:Owner Project #:50007516020101 THE CHURCH OF JESUS CHRIST OF LATTER DAY SAINTS Rexburg Idaho Temple Parapet & Roof 7TH SOUTH 2ND EAST REXBURG, IDAHO Construction Documentation 05.11.18 14134.02 [STAMP] CONTACT:E-MAIL: PHONE:INTERNET: [LOGO]OWNER THE CHURCH OF JESUS CHRIST OF LATTER DAY SAINTS 50 East North Temple Salt Lake City, Utah 84150 801.240.0086 COREY DANIELS COREYDANIELS@LDS.ORG . CONTACT:E-MAIL: PHONE:INTERNET: ARCHITECT Architectural NEXUS, Inc. 2505 East Parleys Way Salt Lake City, UT 84109 801.924.5000 xxxxxx BPETROFF@archnexus.com http://www.archnexus.com [STAMP] CONTACT:E-MAIL: PHONE:INTERNET: [LOGO]BUILDING ENVELOPE CONSULTANT MORRISON HERSHFIELD 50 West Broadway, Suite 300, Salt Lake City, UT 84101 801.833.8344 xxxxx RZiegler@morrisonhershfield.com morrison hershfield.com DATE: DRAWN BY: CHECKED BY: NEXUS PROJ. #: Architectural NEXUS, Inc. 2505 East Parleys Way Salt Lake City, Utah 84109 T 801.924.5000 http://www.archnexus.com 654321 E D C B A PE R M I T S E T OW N E R P R O J E C T N U M B E R : 5 0 0 0 7 5 1 6 0 2 0 1 0 1 5/ 1 8 / 2 0 1 8 8 : 2 1 : 4 5 A M COVER SHEET NLS 7T H S O U T H 2 N D E A S T R E X B U R G , I D A H O 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 14134.02 05.11.18 Re x b u r g I d a h o T e m p l e P a r a p e t & R o o f Construction Documentation G001 BP # Date Revision MATCH LINE SEE A2222 MATCH LINE TAG EXISTING WALL TO REMAIN WALL TO BE DEMOLISHED NEW WALL BREAK LINE CENTER LINE SYMBOL 0' 4' 8' 16' REVISION DESIGNATION ELEVATION SYMBOL 1 T.O. WALL 100'-0" REVISION NUMBER ELEVATION ABOVE DATUM ELEVATION DESCRIPTION DRAWING SYMBOL LEGEND 000M CASEWORK TYPE DESIGNATION CDS NUMBER (M DENOTES MODIFICATION -SEE SHEET A551 FOR MODIFIED MILLWORK ELEVATIONS AND DETAILS) 00" 00" 00" MODIFICATION DESCRIPTION AWS STANDARD CDS NUMBERING SYSTEM WIDTH HEIGHT DEPTH NORTH ARROW PLAN NORTH GRAPHIC SCALES ROUND BREAK LINE REVISION CLOUD SLOPE INDICATION 1/2" / 12" DETAIL REFERENCE A2 A401 A1 A3 INTERIOR ELEVATIONS DETAIL NUMBER SHEET NUMBER A1 A501 DETAIL REFERENCE DETAIL NUMBER SHEET NUMBER A1 A201 EXTERIOR ELEVATION REFERENCE SHEET NUMBER DETAIL NUMBER A1 A302 WALL SECTION REFERENCE SHEET NUMBER DETAIL NUMBER A1 A301 BUILDING SECTION REFERENCE DETAIL NUMBER SHEET NUMBER XX000X 00'-00" ROOM DESIGNATION (FLOOR PLAN) ROOM NUMBER ROOM NAME A1 A301 DETAIL NUMBER SHEET NUMBER ROOM DESIGNATION (REFLECTED CEILING PLAN) CEILING HEIGHT ABOVE FINISH FLOOR ROOM NUMBER 00001 A 1 GLASS TYPE DESIGNATION KEYED NOTE DESIGNATION WALL TYPE DESIGNATION EQUIPMENT DESIGNATION WINDOW DESIGNATION DOOR DESIGNATION GLASS TYPE EQUIPMENT NUMBER KEY NOTE NUMBER WINDOW TYPE DOOR NUMBER WALL TYPE 101 XXX N MATERIAL TYPE DESIGNATION FINISH NUMBER SEE AI601 FINISH LEGEND 00001 12" 1/2 " RISE RUN TRUE NORTH CL 03:CJ1 #### ROOM LIST OF ABBREVIATIONS THE PRECEDING LIST OF ABBREVIATIONS IS PRESENTED AS A GENERAL GUIDE AND DOES NOT NECESSARILY SHOW ALL ABBREVIATIONS USED. OTHER GENERALLY ACCEPTED ABBREVIATIONS MAY BE FOUND AMONG THE DRAWINGS - SOME ABBREVIATIONS SHOWN ABOVE MAY NOT BE USED WITHIN THIS DRAWING SET. A A/C AIR CONDITIONING AD AREA DRAIN AFC ABOVE FINISHED CEILING AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT ALUM ALUMINUM ANOD ANODIZED ARCH ARCHITECT @ AT B BD BOARD BLDG BUILDING BO BOTTOM OF C C CELSIUS CH COAT HOOK CFCI CONTRACTOR FURNISHED, CONTRACTOR INSTALLED CG CORNER GUARD CI CONTINUOUS INSULATION CJ CONTROL JOINT CL CENTERLINE CLG CEILING CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONT CONTINUOUS CORR CORRIDOR CT CERAMIC TILE CTJ CONSTRUCTION JOINT CUH CABINET UNIT HEATER D D DEEP DEG DEGREE DEMO DEMOLITION DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DS DOWNSPOUT DWGS DRAWINGS E EA EACH EJ EXPANSION JOINT EIFS EXTERIOR INSULATION AND FINISH SYSTEM EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EOS EDGE OF SLAB ERD EXISTING ROOF DRAIN EQ EQUAL EQUIP EQUIPMENT EWC ELECTRIC WATER COOLER EXIST EXISTING EXP EXPOSED EXT EXTERIOR F F FAHRENHEIT FA FIRE ALARM FACP FIRE ALARM CONTROL PANEL FDC FIRE DEPARTMENT CONNECTION FD FLOOR DRAIN FEC FIRE EXTINGUISHER CABINET FE FIRE EXTINGUISHER FG FINISH GRADE FHC FIRE HOSE CABINET FIN FINISH FLR FLOOR FND FOUNDATION FO FINISHED OPENING FOC FACE OF CONCRETE FOM FACE OF MASONRY FOS FACE OF STUD FOW FACE OF WALL FRG FIBER REINFORCED GYPSUM FSP FIRE STANDPIPE FT FEET FV FIELD VERIFY G GA GAUGE GALV GALVANIZED GFRC GLASS-FIBER-REINFORCED CONCRETE GFRG GLASS-FIBER-REINFORCED GYPSUM GL GLASS GWB GYPSUM WALL BOARD GYP GYPSUM H H HIGH HB HOSE BIBB HDR HEADER HM HOLLOW METAL HPT HIGH POINT HR HOUR HT HEIGHT I ID INSIDE DIAMETER; INSIDE DIMENSION IN INCH INFO INFORMATION INT INTERIOR J JAN JANITOR K (NOT USED) L LAB LABORATORY LAV LAVATORY LBS POUNDS LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LPT LOW POINT M MACH RM MACHINE ROOM MAX MAXIMUM MFR MANUFACTURER MECH MECHANICAL MEZZ MEZZANINE MIN MINIMUM MO MASONRY OPENING N N/A NOT APPLICABLE NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE O OC ON CENTER OD OUTSIDE DIAMETER; OUTSIDE DIMENSION OFD OVERFLOW DRAIN OH DR OVERHEAD DOOR OPH OPPOSITE HAND OPP OPPOSITE ORIG ORIGINAL P P LAM PLASTIC LAMINATE PLAS PLASTER PLUMB PLUMBING PR PAIR PSI POUNDS PER SQUARE INCH PSF POUNDS PER SQUARE FOOT PVC POLYVINYL CHLORIDE Q QT QUARRY TILE R R RISER OR RADIUS RAD RADIUS RCP REFLECTED CEILING PLAN RD ROOF DRAIN REF REFRIDGERATOR REQD REQUIRED REV REVISION RH RELATIVE HUMIDITY RM ROOM RO ROUGH OPENING RTU ROOF TOP UNIT RWL RAIN WATER LEADER S S SMOKE DETECTOR SAM SELF ADHESIVE MEMBRANE SCHED SCHEDULE SECT SECTION SIM SIMILAR SPEC SPECIFICATION SS STAINLESS STEEL STD STANDARD STRUCT STRUCTURAL T T TREAD TEL TELEPHONE TEMP TEMPORARY THK THICK TOC TOP OF CONCRETE TOM TOP OF MASONRY TOP TOP OF PARAPET TOS TOP OF SLAB; TOP OF STEEL TOW TOP OF WALL TYP TYPICAL TO TOP OF U UL UNDERWRITER'S LABORATORIES UNO UNLESS NOTED OTHERWISE V VCT VINYL COMPOSITE TILE VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD W W/WITH W/O WITHOUT WD WOOD WH WALL HYDRANT WP WORKING POINT WRB WEATHER RESISTIVE BARRIER WIC WORK IN CONTRACT X,Y,Z (NOT USED) CAST-IN-PLACE CONCRETE CONCRETE MASONRY UNIT PRECAST CONCRETE / GLASS FIBER REINFORCED CONCRETE (GFRC) STEEL STUDS WOOD STUDS BRICK VENEER RIGID INSULATION BATT INSULATION CONTINUOUS MATERIAL NON CONTINUOUS MATERIAL (BLOCKING) GYPSUM BOARD PLYWOOD GRAVEL UNDISTURBED EARTH HATCH LEGEND NOTE: HATCHING ANGLES MAY VARY DUE TO ANGLE OF WALL DRAWN, WHILE HATCHING PATTERN REMAINS SIMILAR. BACKFILL OR FILL EXTERIOR SHEATHING DATE: DRAWN BY: CHECKED BY: NEXUS PROJ. #: Architectural NEXUS, Inc. 2505 East Parleys Way Salt Lake City, Utah 84109 T 801.924.5000 http://www.archnexus.com 654321 E D C B A PE R M I T S E T OW N E R P R O J E C T N U M B E R : 5 0 0 0 7 5 1 6 0 2 0 1 0 1 5/ 1 8 / 2 0 1 8 8 : 2 1 : 5 1 A M GENERAL INFORMATION NLS 7T H S O U T H 2 N D E A S T R E X B U R G , I D A H O 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 14134.02 05.11.18 Re x b u r g I d a h o T e m p l e P a r a p e t & R o o f Construction Documentation G002 BP APPROVALS Signer 1 Date Signer 2 Date Signer 3 Date Signer 4 Date INTERNATIONAL PLUMBING CODE NATIONAL ELECTRICAL CODE ZONING ORDINANCE: INTERNATIONAL MECHANICAL CODE INTERNATIONAL FIRE CODE INTERNATIONAL ENERGY CONSERVATION CODE INTERNATIONAL BUILDING CODE ACCESSIBILITY CODE DESIGN CRITERIA APPLICABLE CODES OTHER CRITERIA DEFERRED SUBMITTALS OCCUPANCY CLASSIFICATION EXISTING BUILDING TYPE I-B A3 ICC/ANSI A117.1-2009 2015 EDITION 2015 EDITION 2015 EDITION 2015 EDITION 2015 EDITION 2014 EDITION Zoning Ordinance. . . Enter City . . . SHEET INDEX GENERAL: G001 COVER SHEET G002 GENERAL INFORMATION G003 GENERAL INFORMATION ARCHITECTURAL: AD121 DEMOLITION ROOF PLAN AD122 DEMOLITION MECHANICAL LEVEL AND TOWER ROOF PLANS A121 ROOF PLAN A122 MECHANICAL LEVEL AND TOWER ROOF PLANS A521 ARCHITECTURAL ROOF DETAILS A522 ARCHITECTURAL ROOF DETAILS A523 ARCHITECTURAL ROOF DETAILS ELECTRICAL: L - 9.3 SECOND LEVEL EXTERIOR LIGHTING PLAN (FOR REFRENCE ONLY) L - 9.6 ROOF LIGHTING PLAN (FOR REFRENCE ONLY) LOCATION # Date Revision MATCH LINE SEE A2222 MATCH LINE TAG EXISTING WALL TO REMAIN WALL TO BE DEMOLISHED NEW WALL BREAK LINE CENTER LINE SYMBOL 0' 4' 8' 16' REVISION DESIGNATION ELEVATION SYMBOL 1 T.O. WALL 100'-0" REVISION NUMBER ELEVATION ABOVE DATUM ELEVATION DESCRIPTION DRAWING SYMBOL LEGEND 000M CASEWORK TYPE DESIGNATION CDS NUMBER (M DENOTES MODIFICATION -SEE SHEET A551 FOR MODIFIED MILLWORK ELEVATIONS AND DETAILS) 00" 00" 00" MODIFICATION DESCRIPTION AWS STANDARD CDS NUMBERING SYSTEM WIDTH HEIGHT DEPTH NORTH ARROW PLAN NORTH GRAPHIC SCALES ROUND BREAK LINE REVISION CLOUD SLOPE INDICATION 1/2" / 12" DETAIL REFERENCE A2 A401 A1 A3 INTERIOR ELEVATIONS DETAIL NUMBER SHEET NUMBER A1 A501 DETAIL REFERENCE DETAIL NUMBER SHEET NUMBER A1 A201 EXTERIOR ELEVATION REFERENCE SHEET NUMBER DETAIL NUMBER A1 A302 WALL SECTION REFERENCE SHEET NUMBER DETAIL NUMBER A1 A301 BUILDING SECTION REFERENCE DETAIL NUMBER SHEET NUMBER XX000X 00'-00" ROOM DESIGNATION (FLOOR PLAN) ROOM NUMBER ROOM NAME A1 A301 DETAIL NUMBER SHEET NUMBER ROOM DESIGNATION (REFLECTED CEILING PLAN) CEILING HEIGHT ABOVE FINISH FLOOR ROOM NUMBER 00001 A 1 GLASS TYPE DESIGNATION KEYED NOTE DESIGNATION WALL TYPE DESIGNATION EQUIPMENT DESIGNATION WINDOW DESIGNATION DOOR DESIGNATION GLASS TYPE EQUIPMENT NUMBER KEY NOTE NUMBER WINDOW TYPE DOOR NUMBER WALL TYPE 101 XXX N MATERIAL TYPE DESIGNATION FINISH NUMBER SEE AI601 FINISH LEGEND 00001 12" 1/2 " RISE RUN TRUE NORTH CL 03:CJ1 #### ROOM CAST-IN-PLACE CONCRETE CONCRETE MASONRY UNIT PRECAST CONCRETE / GLASS FIBER REINFORCED CONCRETE (GFRC) STEEL STUDS WOOD STUDS BRICK VENEER RIGID INSULATION BATT INSULATION CONTINUOUS MATERIAL NON CONTINUOUS MATERIAL (BLOCKING) GYPSUM BOARD PLYWOOD GRAVEL UNDISTURBED EARTH HATCH LEGEND NOTE: HATCHING ANGLES MAY VARY DUE TO ANGLE OF WALL DRAWN, WHILE HATCHING PATTERN REMAINS SIMILAR. BACKFILL OR FILL EXTERIOR SHEATHING LIST OF ABBREVIATIONS THE PRECEDING LIST OF ABBREVIATIONS IS PRESENTED AS A GENERAL GUIDE AND DOES NOT NECESSARILY SHOW ALL ABBREVIATIONS USED. OTHER GENERALLY ACCEPTED ABBREVIATIONS MAY BE FOUND AMONG THE DRAWINGS - SOME ABBREVIATIONS SHOWN ABOVE MAY NOT BE USED WITHIN THIS DRAWING SET. A A/C AIR CONDITIONING AD AREA DRAIN AFC ABOVE FINISHED CEILING AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT ALUM ALUMINUM ANOD ANODIZED ARCH ARCHITECT @ AT B BD BOARD BLDG BUILDING BO BOTTOM OF C C CELSIUS CH COAT HOOK CFCI CONTRACTOR FURNISHED, CONTRACTOR INSTALLED CG CORNER GUARD CI CONTINUOUS INSULATION CJ CONTROL JOINT CL CENTERLINE CLG CEILING CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONT CONTINUOUS CORR CORRIDOR CT CERAMIC TILE CTJ CONSTRUCTION JOINT CUH CABINET UNIT HEATER D D DEEP DEG DEGREE DEMO DEMOLITION DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DS DOWNSPOUT DWGS DRAWINGS E EA EACH EJ EXPANSION JOINT EIFS EXTERIOR INSULATION AND FINISH SYSTEM EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EOS EDGE OF SLAB ERD EXISTING ROOF DRAIN EQ EQUAL EQUIP EQUIPMENT EWC ELECTRIC WATER COOLER EXIST EXISTING EXP EXPOSED EXT EXTERIOR F F FAHRENHEIT FA FIRE ALARM FACP FIRE ALARM CONTROL PANEL FDC FIRE DEPARTMENT CONNECTION FD FLOOR DRAIN FEC FIRE EXTINGUISHER CABINET FE FIRE EXTINGUISHER FG FINISH GRADE FHC FIRE HOSE CABINET FIN FINISH FLR FLOOR FND FOUNDATION FO FINISHED OPENING FOC FACE OF CONCRETE FOM FACE OF MASONRY FOS FACE OF STUD FOW FACE OF WALL FRG FIBER REINFORCED GYPSUM FSP FIRE STANDPIPE FT FEET FV FIELD VERIFY G GA GAUGE GALV GALVANIZED GFRC GLASS-FIBER-REINFORCED CONCRETE GFRG GLASS-FIBER-REINFORCED GYPSUM GL GLASS GWB GYPSUM WALL BOARD GYP GYPSUM H H HIGH HB HOSE BIBB HDR HEADER HM HOLLOW METAL HPT HIGH POINT HR HOUR HT HEIGHT I ID INSIDE DIAMETER; INSIDE DIMENSION IN INCH INFO INFORMATION INT INTERIOR J JAN JANITOR K (NOT USED) L LAB LABORATORY LAV LAVATORY LBS POUNDS LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LPT LOW POINT M MACH RM MACHINE ROOM MAX MAXIMUM MFR MANUFACTURER MECH MECHANICAL MEZZ MEZZANINE MIN MINIMUM MO MASONRY OPENING N N/A NOT APPLICABLE NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE O OC ON CENTER OD OUTSIDE DIAMETER; OUTSIDE DIMENSION OFD OVERFLOW DRAIN OH DR OVERHEAD DOOR OPH OPPOSITE HAND OPP OPPOSITE ORIG ORIGINAL P P LAM PLASTIC LAMINATE PLAS PLASTER PLUMB PLUMBING PR PAIR PSI POUNDS PER SQUARE INCH PSF POUNDS PER SQUARE FOOT PVC POLYVINYL CHLORIDE Q QT QUARRY TILE R R RISER OR RADIUS RAD RADIUS RCP REFLECTED CEILING PLAN RD ROOF DRAIN REF REFRIDGERATOR REQD REQUIRED REV REVISION RH RELATIVE HUMIDITY RM ROOM RO ROUGH OPENING RTU ROOF TOP UNIT RWL RAIN WATER LEADER S S SMOKE DETECTOR SAM SELF ADHESIVE MEMBRANE SCHED SCHEDULE SECT SECTION SIM SIMILAR SPEC SPECIFICATION SS STAINLESS STEEL STD STANDARD STRUCT STRUCTURAL T T TREAD TEL TELEPHONE TEMP TEMPORARY THK THICK TOC TOP OF CONCRETE TOM TOP OF MASONRY TOP TOP OF PARAPET TOS TOP OF SLAB; TOP OF STEEL TOW TOP OF WALL TYP TYPICAL TO TOP OF U UL UNDERWRITER'S LABORATORIES UNO UNLESS NOTED OTHERWISE V VCT VINYL COMPOSITE TILE VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD W W/WITH W/O WITHOUT WD WOOD WH WALL HYDRANT WP WORKING POINT WRB WEATHER RESISTIVE BARRIER WIC WORK IN CONTRACT X,Y,Z (NOT USED) DATE: DRAWN BY: CHECKED BY: NEXUS PROJ. #: Architectural NEXUS, Inc. 2505 East Parleys Way Salt Lake City, Utah 84109 T 801.924.5000 http://www.archnexus.com 654321 E D C B A PE R M I T S E T OW N E R P R O J E C T N U M B E R : 5 0 0 0 7 5 1 6 0 2 0 1 0 1 5/ 1 8 / 2 0 1 8 8 : 2 1 : 5 2 A M GENERAL INFORMATION NLS 7T H S O U T H 2 N D E A S T R E X B U R G , I D A H O 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 14134.02 05.11.18 Re x b u r g I d a h o T e m p l e P a r a p e t & R o o f Construction Documentation G003 BP # Date Revision A. ALL INDICATED ROOF PARAPETS TO BE REMOVED & REPAIRED PER ARCHITECTURAL ROOF DETAILS. B. REMOVE, PRESERVE AND REINSTALL ANY ROOF TOP DEVICES AS NEEDED TO REPAIR ROOF AND PARAPETS. C. REMOVE & SALVAGE EXISTING ROOF & WALL MOUNTED EXTERIOR LIGHTING AS REQUIRED FOR NEW WORK. THIS INCLUDES CONDUITS, J-BOXES, MOUNTING PADS, ETC. COORDINATE EXTENT WITH OTHER SUB-CONTRACTORS & G.C. D. SEE REFERENCE DRAWINGS L-9.3& L-9.6 SHOWING APPROXIMATE LOCATION OF EXISTING LIGHTING FIELD VERIFY EXTENT OF WORK BEFORE BIDDING.CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING & REINSTALL ALL EXISTING LIGHTING, J-BOXES, MOUNTING PADS, CONDUIT, ETC. EVEN IF NOT IDENTIFIED SPECIFICALLY IN THESE DOCUMENTS. E. CONTRACTOR TO DOCUMENT LOCATION OF EXISTING LIGHTS FIXTURES, CONDUITS, AND LIGHT PEDESTALS BEFORE REMOVAL OF LIGHTS, ETC. CONTRACTOR TO PROVIDE PLAN WITH LIGHT LOCATIONS WITH DIMENSIONS TO OWNER & ARCHITECT FOR DOCUMENTATION. LIGHTS, PEDESTAL ETC. TO BE REINSTALLED IN EXACT LOCATION AFTER INSTALLATION OF NEW ROOF SYSTEM. F. THE CONTRACTOR IS RESPONSIBLE FOR ALL MATERIAL BEING REMOVED & SALVAGED FOR REUSE. ANY NEW MATERIAL REQUIRED TO REPLACE ANY NON SALVAGEABLE MATERIALS SHALL BE INCLUDED IN THE CONTRACTOR'S SCOPE OF WORK. G. ALL ROOFS SHALL HAVE A MINIMUM 1/4" TO 12" SLOPE H. PROVIDE NEW FLASHING AROUND ALL EXISTING AND NEW ROOF PENETRATIONS AS APPROVED BY ROOF MANUFACTURER, i.e.: PIPE VENTS, CONDUIT, LIGHT PEDESTALS, ETC. GENERAL NOTE -ROOF PLAN RID G E RID G E RIDGE RIDGE D1 A521 D1 A521 A3 A521 B4 A522 B4 A522 D1 A522 D1 A522 A1 A521 A1 A521 B4 A522 B4 A522 A3 A521 B3 A523 B3 A523 B3 A523 B3 A523 D1 A522 D1 A522 37 ' - 3 " + / - 33 ' - 1 1 " + / - 40' - 4" +/- 20' - 6" +/- 21 ' - 4 " + O R - 46' - 5" +/- 103' - 9" +/- 2' - 8 " 21 ' - 6 " + / - 4' - 0" +/- A3 A521 A3 A521 B4 A522 B4 A522 B4 A522 B4 A522 B3 A523 B3 A523 SIM.SIM. 12 2 12 2 1 2 1 2 1 2 1 2 TOP OF PARAPET 111' - 7" TOP OF DRAIN 111' - 4 1/2" TOP OF COLUMN 115' - 10" TOP OF PARAPET 119' - 2" TOP OF COLUMN 115' - 10" TOP OF DRAIN 111' - 4 1/2" TOP OF PARAPET 111' - 7" TOP OF DRAIN 111' - 4 1/2" TOP OF DRAIN 111' - 4 1/2" TOP OF DRAIN 115' - 7" TOP OF PARAPET 117' - 0" TOP OF DRAIN 115' - 7" TOP OF PARAPET 117' - 0" TOP OF DRAIN 115' - 7" TOP OF PARAPET 117' - 0" TOP OF DRAIN 115' - 1" TOP OF DRAIN 115' - 1" TOP OF PARAPET 117' - 0" TOP OF DRAIN 115' - 1" TOP OF DRAIN 115' - 1" TOP OF PARAPET 95' - 7" TOP OF DRAIN 95' - 4 1/2" TOP OF PARAPET 94' - 2" A1 A523 A1 A523 A1 A523 A1 A523 A1 A523A1 A523 A1 A523 A1 A523 A1 A523 A1 A523 A1 A523 A1 A523 A1 A523 A1 A523 A1 A523 A1 A523 2 1 2 1 RID G E RID G E A1 A521 A1 A521 A1 A521 A1 A521 A1 A521 3 A523 A1 A521 A1 A521 A4 A523A4 A523 A4 A523 A4 A523 105' - 5" +/- 25' - 6" +/- 11 ' - 8 " + / - 9' - 1 " 24 ' - 1 1 " + / - 6' - 9" +/- 7' - 7" +/- 7' - 4 " 2' - 7 " + / - 3 A523 A1 A521 A1 A521 A1 A521 A1 A521 A1 A521 A1 A521 A1 A521 A1 A521 A1 A521 A1 A521 12 1 1 1 2 2 2 1 1 2 1 12 1 2 1 2 1 2 TOP OF PARAPET 152' - 0" TOP OF DRAIN 151' - 1" TOP OF PARAPET 152' - 0" TOP OF DRAIN 151' - 1" TOP OF PARAPET 152' - 0" TOP OF DRAIN 151' - 1" TOP OF PARAPET 152' - 0" TOP OF DRAIN 151' - 1" TOP OF COLUMN 151' - 1" TOP OF COLUMN 151' - 1" TOP OF PARAPET 157' - 0" TOP OF DRAIN 151' - 1" TOP OF DRAIN 151' - 1" TOP OF DRAIN 151' - 1" TOP OF DRAIN 151' - 1" TOP OF DRAIN 151' - 1" TOP OF PARAPET 157' - 0" TOP OF PARAPET 157' - 0" A1 A523 A3 A523 A1 A523 A1 A523 A1 A523 A1 A523 A3 A523 A1 A523 A1 A523 A1 A523 A1 A523 A1 A523 A1 A523 A1 A523 A1 A523 REMOVE EXISTING ROOFING SYSTEM COMPLETELY INCLUDING ROOF MEMBRANE, PROTECTION BOARD, INSULATION, VAPOR BARRIER, ETC. EXISTING ROOF DRAINS TO BE REUSED. KEYNOTE LEGEND 1 2 REMOVE TO LINE AND REPLACE PVC. COVER BOARD, INSULATION AND MOISTURE BARRIER IN THIS AREA AT THIS LEVEL. 3 EXISTING ROOFING SYSTEM AT THIS LEVEL TO REMAIN EXCEPT AS NOTED AT PERIMETER. 4 AT THIS LEVEL AROUND TOWER REMOVE EXISTING SEALANT AT EXISTING TERMINATION ROOF BAR. 5 DATE: DRAWN BY: CHECKED BY: NEXUS PROJ. #: Architectural NEXUS, Inc. 2505 East Parleys Way Salt Lake City, Utah 84109 T 801.924.5000 http://www.archnexus.com 654321 E D C B A PE R M I T S E T OW N E R P R O J E C T N U M B E R : 5 0 0 0 7 5 1 6 0 2 0 1 0 1 5/ 1 8 / 2 0 1 8 8 : 2 1 : 4 4 A M DEMOLITION ROOF PLAN NLS 7T H S O U T H 2 N D E A S T R E X B U R G , I D A H O 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 14134.02 05.11.18 Re x b u r g I d a h o T e m p l e P a r a p e t & R o o f Construction Documentation AD121 BP 1/8" = 1'-0"AD121 A1 MAIN LEVEL ROOF PLAN DEMO 1/8" = 1'-0"AD121 C1 THIRD LEVEL ROOF PLAN DEMO # Date Revision 1 A. ALL INDICATED ROOF PARAPETS TO BE REMOVED & REPAIRED PER ARCHITECTURAL ROOF DETAILS. B. REMOVE, PRESERVE AND REINSTALL ANY ROOF TOP DEVICES AS NEEDED TO REPAIR ROOF AND PARAPETS. C. REMOVE & SALVAGE EXISTING ROOF & WALL MOUNTED EXTERIOR LIGHTING AS REQUIRED FOR NEW WORK. THIS INCLUDES CONDUITS, J-BOXES, MOUNTING PADS, ETC. COORDINATE EXTENT WITH OTHER SUB-CONTRACTORS & G.C. D. SEE REFERENCE DRAWINGS L-9.3& L-9.6 SHOWING APPROXIMATE LOCATION OF EXISTING LIGHTING FIELD VERIFY EXTENT OF WORK BEFORE BIDDING.CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING & REINSTALL ALL EXISTING LIGHTING, J-BOXES, MOUNTING PADS, CONDUIT, ETC. EVEN IF NOT IDENTIFIED SPECIFICALLY IN THESE DOCUMENTS. E. CONTRACTOR TO DOCUMENT LOCATION OF EXISTING LIGHTS FIXTURES, CONDUITS, AND LIGHT PEDESTALS BEFORE REMOVAL OF LIGHTS, ETC. CONTRACTOR TO PROVIDE PLAN WITH LIGHT LOCATIONS WITH DIMENSIONS TO OWNER & ARCHITECT FOR DOCUMENTATION. LIGHTS, PEDESTAL ETC. TO BE REINSTALLED IN EXACT LOCATION AFTER INSTALLATION OF NEW ROOF SYSTEM. F. THE CONTRACTOR IS RESPONSIBLE FOR ALL MATERIAL BEING REMOVED & SALVAGED FOR REUSE. ANY NEW MATERIAL REQUIRED TO REPLACE ANY NON SALVAGEABLE MATERIALS SHALL BE INCLUDED IN THE CONTRACTOR'S SCOPE OF WORK. G. ALL ROOFS SHALL HAVE A MINIMUM 1/4" TO 12" SLOPE H. PROVIDE NEW FLASHING AROUND ALL EXISTING AND NEW ROOF PENETRATIONS AS APPROVED BY ROOF MANUFACTURER, i.e.: PIPE VENTS, CONDUIT, LIGHT PEDESTALS, ETC. GENERAL NOTE -ROOF PLAN 3 A523 A4 A522 28' - 0" +/- 29 ' - 0 " + / - 2' - 6 " 2' - 0 " 20 ' - 0 " 2' - 0 " 2' - 6 " 4' - 0"2' - 0"18' - 0"2' - 0"2' - 0" 1 TYPICAL AT TOWER TOP OF PARAPET 177' - 0" TOP OF ROOF 183' - 10" TOP OF ROOF 189' - 0" TOP OF PARAPET 177' - 0" TOP OF ROOF 183' - 10" TOP OF ROOF 189' - 0" TOP OF PARAPET 177' - 0" TOP OF DRAIN 175' - 7 - 1/2" RID G E B1 A522 B1 A522 A1 A522 A1 A522 A1 A522 29' - 9" +/- 119' - 6" +/- 8' - 3 " 15 ' - 0 " + / - 6' - 9 " + / - 29' - 9" +/- 8' - 3 " 21 ' - 8 " + / - 42 ' - 6 " + / - A1 A522 A1 A522 A1 A522 A1 A522 A1 A522 A1 A522 A1 A522 A1 A522 A1 A522 A1 A522 A1 A522 B1 A522 EXISTING ROOF HATCH TO REMAIN (6) EXISTING PIPE VENTS TO REMAIN PROVIDER AND INSTALL NEW SLEEVES AS NEEDED IF REMOVAL IS REQUIRED FOR NEW WORK EXISTING VENT/EXHAUST HOODS TO REMAIN B1 A522 B1 A522 B1 A522 B1 A522 2 1 112 1 12 1 1 2 1 3 3 3 3 34 4 TOP OF DRAIN 162' -1" TOP OF PARAPET 164' -0" TOP OF DRAIN 162' -1" TOP OF PARAPET 164' -0"TOP OF PARAPET 170' -0" TOP OF PARAPET 170' -0" TOP OF DRAIN 162' -1" TOP OF PARAPET 164' -0" TOP OF DRAIN 162' -1" TOP OF PARAPET 164' -0" A1 A523 A1 A523 A1 A523 A1 A523 A1 A523 A1 A523 A1 A523 A1 A523 A1 A523 A1 A523 5A1 A523 REMOVE EXISTING ROOFING SYSTEM COMPLETELY INCLUDING ROOF MEMBRANE, PROTECTION BOARD, INSULATION, VAPOR BARRIER, ETC. EXISTING ROOF DRAINS TO BE REUSED. KEYNOTE LEGEND 1 2 REMOVE TO LINE AND REPLACE PVC. COVER BOARD, INSULATION AND MOISTURE BARRIER IN THIS AREA AT THIS LEVEL. 3 EXISTING ROOFING SYSTEM AT THIS LEVEL TO REMAIN EXCEPT AS NOTED AT PERIMETER. 4 AT THIS LEVEL AROUND TOWER REMOVE EXISTING SEALANT AT EXISTING TERMINATION ROOF BAR. 5 DATE: DRAWN BY: CHECKED BY: NEXUS PROJ. #: Architectural NEXUS, Inc. 2505 East Parleys Way Salt Lake City, Utah 84109 T 801.924.5000 http://www.archnexus.com 654321 E D C B A PE R M I T S E T OW N E R P R O J E C T N U M B E R : 5 0 0 0 7 5 1 6 0 2 0 1 0 1 5/ 1 8 / 2 0 1 8 8 : 2 1 : 4 5 A M DEMOLITION MECHANICAL LEVEL AND TOWER ROOF PLANS NLS 7T H S O U T H 2 N D E A S T R E X B U R G , I D A H O 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 14134.02 05.11.18 Re x b u r g I d a h o T e m p l e P a r a p e t & R o o f Construction Documentation AD122 BP 1/8" = 1'-0"AD122 C1 TOWER ROOF PLAN DEMO 1/8" = 1'-0"AD122 A1 MECHANICAL LEVEL ROOF PLAN DEMO # Date Revision A. ALL INDICATED ROOF PARAPETS TO BE REMOVED & REPAIRED PER ARCHITECTURAL ROOF DETAILS. B. REMOVE, PRESERVE AND REINSTALL ANY ROOF TOP DEVICES AS NEEDED TO REPAIR ROOF AND PARAPETS. C. REMOVE & SALVAGE EXISTING ROOF & WALL MOUNTED EXTERIOR LIGHTING AS REQUIRED FOR NEW WORK. THIS INCLUDES CONDUITS, J-BOXES, MOUNTING PADS, ETC. COORDINATE EXTENT WITH OTHER SUB-CONTRACTORS & G.C. D. SEE REFERENCE DRAWINGS L-9.3& L-9.6 SHOWING APPROXIMATE LOCATION OF EXISTING LIGHTING FIELD VERIFY EXTENT OF WORK BEFORE BIDDING.CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING & REINSTALL ALL EXISTING LIGHTING, J-BOXES, MOUNTING PADS, CONDUIT, ETC. EVEN IF NOT IDENTIFIED SPECIFICALLY IN THESE DOCUMENTS. E. CONTRACTOR TO DOCUMENT LOCATION OF EXISTING LIGHTS FIXTURES, CONDUITS, AND LIGHT PEDESTALS BEFORE REMOVAL OF LIGHTS, ETC. CONTRACTOR TO PROVIDE PLAN WITH LIGHT LOCATIONS WITH DIMENSIONS TO OWNER & ARCHITECT FOR DOCUMENTATION. LIGHTS, PEDESTAL ETC. TO BE REINSTALLED IN EXACT LOCATION AFTER INSTALLATION OF NEW ROOF SYSTEM. F. THE CONTRACTOR IS RESPONSIBLE FOR ALL MATERIAL BEING REMOVED & SALVAGED FOR REUSE. ANY NEW MATERIAL REQUIRED TO REPLACE ANY NON SALVAGEABLE MATERIALS SHALL BE INCLUDED IN THE CONTRACTOR'S SCOPE OF WORK. G. ALL ROOFS SHALL HAVE A MINIMUM 1/4" TO 12" SLOPE H. PROVIDE NEW FLASHING AROUND ALL EXISTING AND NEW ROOF PENETRATIONS AS APPROVED BY ROOF MANUFACTURER, i.e.: PIPE VENTS, CONDUIT, LIGHT PEDESTALS, ETC. GENERAL NOTE -ROOF PLAN RID G E RID G E RIDGE RIDGE D4 A521 D4 A521 A4 A521 D2 A522 A2 A521 A2 A521 B5 A522 B5 A522 B5 A522 B5 A522 A4 A521 A521 A5 A521 A5 A521 A5 A521 A5 A521 A5 A521 A5 A521 A5 A521 A5 A521 A5 A521 A5 A521 A5 A521 A5 B5 A523 B5 A523 B5 A523 A521 A5 A521 A5 B5 A523 D2 A522 D2 A522 37 ' - 3 " + / - 33 ' - 1 1 " + / - 40' - 4" +/- 20' - 6" +/- 21 ' - 4 " 46' - 5" +/- 103' - 9" +/- 2' - 7 " 2' - 8 " 21 ' - 6 " + / - 4' - 0"1' - 8" D2 A522 A4 A521 A4 A521 B5 A522 B5 A522 B5 A522 B5 A522 B5 A523 B5 A523 TYP. TYP. TYP. TYP. A521 A5 A521 A5 1 1 1 1 1 1 2 2 2 2 2 2 2 2 TOP OF PARAPET 111' - 7" TOP OF DRAIN 111' - 4 1/2" TOP OF COLUMN 115' - 10" TOP OF PARAPET 119' - 2" TOP OF COLUMN 115' - 10" TOP OF DRAIN 111' - 4 1/2" TOP OF PARAPET 111' - 7" TOP OF DRAIN 111' - 4 1/2" TOP OF DRAIN 111' - 4 1/2" TOP OF DRAIN 115' - 7" TOP OF PARAPET 117' - 0" TOP OF DRAIN 115' - 7" TOP OF PARAPET 117' - 0" TOP OF DRAIN 115' - 7" TOP OF PARAPET 117' - 0" TOP OF DRAIN 115' - 1" TOP OF DRAIN 115' - 1" TOP OF PARAPET 117' - 0" TOP OF DRAIN 115' - 1" TOP OF DRAIN 115' - 1" TOP OF PARAPET 95' - 7" TOP OF DRAIN 95' - 4 1/2" TOP OF PARAPET 94' - 2" A3 A523 A3 A523 A3 A523 A3 A523 A3 A523A3 A523 A3 A523 A3 A523 A3 A523 A3 A523 A3 A523 A3 A523 A3 A523 A3 A523 A3 A523 A3 A523 6' - 9 " + / - 3' - 0"1' - 5" 4' - 5" +/- 3' - 0 " 3' - 9 " 4' - 3 " 13 ' - 0 " 4' - 3 " 5' - 8" +/- 16' - 8"70' - 5"16' - 8" 5' - 2 " + / - 7" 2' - 6" 9' - 5"30' - 11" 5' - 0"15' - 6" 35 ' - 6 " 1' - 9 " 7' - 9"4' - 0"34' - 8" 2' - 6 " 2' - 6 " 8' - 0 " 8' - 0 " 8' - 0 " 2' - 6 " 2' - 6 " 6' - 6" +/- 5' - 0"1' - 6"1' - 6 " 5' - 6 " 7' - 0 " + / - RID G E RID G E A2 A521 A2 A521 A2 A521 A2 A521 A2 A521 4 A523 A2 A521 A2 A521 A5 A523A5 A523 A5 A523 A5 A523 A521 A5 A521 A5 A521 A5 A521 A5 A521 A5 A521 A5 A521 A5 A521 A5 A521 A5 A521 A5 A521 A5 A521 A5 A521 A5 105' - 5" +/- 24 ' - 1 1 " + / - 7' - 7" +/- 7' - 4 " + / - 4 A523 A521 A5 A2 A521 A2 A521 A2 A521 A5 A523 A2 A521 A2 A521 A2 A521 A2 A521 A2 A521 A2 A521 A2 A521 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 TOP OF PARAPET 152' - 0" TOP OF DRAIN 151' - 1" TOP OF PARAPET 152' - 0" TOP OF DRAIN 151' - 1" TOP OF PARAPET 152' - 0" TOP OF DRAIN 151' - 1" TOP OF PARAPET 152' - 0" TOP OF DRAIN 151' - 1" TOP OF COLUMN 151' - 1" TOP OF COLUMN 151' - 1" TOP OF PARAPET 157' - 0" TOP OF DRAIN 151' - 1" TOP OF DRAIN 151' - 1" TOP OF DRAIN 151' - 1" TOP OF DRAIN 151' - 1" TOP OF DRAIN 151' - 1" TOP OF PARAPET 157' - 0" TOP OF PARAPET 157' - 0" A3 A523 A3 A523 A3 A523 A3 A523 A3 A523 A3 A523 A3 A523 A3 A523 A3 A523 A3 A523 A3 A523 A3 A523 A3 A523 A3 A523 A3 A523 25' - 6" +/- 17' - 6"6' - 8"1' - 4" 2' - 7 " 5' - 1 0 " 3' - 3 " 11 ' - 8 " + / - 25' - 6" +/- 11 ' - 8 " + / - 1' - 4"6' - 8"17' - 6" 2' - 7 " 5' - 1 0 " 3' - 3 " 12' - 4"80' - 10"12' - 3" 9' - 1 " 8' - 3 " 17 ' - 4 " + / - 5' - 0 " 15 ' - 0 " 5' - 0 " 6' - 9"10' - 4" 17' - 1" +/- 10"6' - 9" 4' - 3 " 3' - 0 " NEW PVC ROOFING SYSTEM TO MATCH EXISTING. INCLUDING ROOF MEMBRANE, PROTECTION BOARD, INSULATION, ETC. MATCH EXISTING INSULATION "R" VALUE AND ROOF SLOPES. EXISTING ROOF DRAINS TO BE REUSED. KEYNOTE LEGEND 1 2 PROVIDE AND INSTALL NEW SEALANT AT EXISTING TERMINATION ROOF BAR. ALSO PROVIDE AND INSTALL NEW COUNTER FLASHING OVER EXISTING ROOF TERMINATION BAR WITH SEALANT. MATCH NEW COUNTER FLASHING. SEE TYPICAL TERMINATION BAR DETAIL. 3 DATE: DRAWN BY: CHECKED BY: NEXUS PROJ. #: Architectural NEXUS, Inc. 2505 East Parleys Way Salt Lake City, Utah 84109 T 801.924.5000 http://www.archnexus.com 654321 E D C B A PE R M I T S E T OW N E R P R O J E C T N U M B E R : 5 0 0 0 7 5 1 6 0 2 0 1 0 1 5/ 1 8 / 2 0 1 8 8 : 2 1 : 2 8 A M ROOF PLAN NLS 7T H S O U T H 2 N D E A S T R E X B U R G , I D A H O 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 14134.02 05.11.18 Re x b u r g I d a h o T e m p l e P a r a p e t & R o o f Construction Documentation A121 BP 1/8" = 1'-0"A121 A1 MAIN LEVEL ROOF PLAN 1/8" = 1'-0"A121 C1 THIRD LEVEL ROOF PLAN # Date Revision RID G E B2 A522 B2 A522 A2 A522 A2 A522 A2 A522 29' - 9" +/- 119' - 6" +/- 15 ' - 0 " + / - 29' - 9" +/- 22 ' - 0 " + / - 42 ' - 6 " + / - A2 A522 A2 A522 A2 A522 A2 A522 A2 A522 A521 A5 A521 A5 A521 A5 A521 A5 A521 A5 A521 A5 A521 A5 A521 A5 A521 A5 A521 A5 A2 A522 A2 A522 A2 A522 A2 A522 A2 A522 A2 A522 B2 A522 EXISTING ROOF HATCH TO REMAIN (6) EXISTING PIPE VENTS TO REMAIN REPLACE W/ NEW SLEEVES AS NEEDED IF REMOVAL IS REQUIRED FOR NEW WORK EXISTING VENT/EXHAUST HOODS TO REMAIN 1 11 1 1 1 1 1 22 2 2 A3 A523 A3 A523 TOP OF DRAIN 162' -1" TOP OF PARAPET 164' -0" TOP OF DRAIN 162' -1" TOP OF PARAPET 164' -0"TOP OF PARAPET 170' -0" TOP OF PARAPET 170' -0" TOP OF DRAIN 162' -1" TOP OF PARAPET 164' -0" TOP OF DRAIN 162' -1" TOP OF PARAPET 164' -0" A3 A523 A3 A523 A3 A523 A3 A523 A3 A523 A3 A523 A3 A523 A3 A523 10' - 4"19' - 4" 113' - 8"5' - 11" 19' - 4"10' - 4" 8' - 3 " 13 ' - 9 " 8' - 3 " 6' - 9 " 6' - 9 " 29 ' - 0 " 6' - 9 " A3 A523 3 4 A523 A5 A522 A521 A5 A521 A5 A521 A5 A521 A5 28' - 0" +/- 29 ' - 0 " + / - 2' - 6 " 2' - 0 " 2' - 6 " 15 ' - 0 " 2' - 6 " 2' - 0 " 2' - 6 " 4' - 0"2' - 0"2' - 6"15' - 6"2' - 0"2' - 0" 1 TYPICAL AT TOWER TOP OF PARAPET 177' - 0" TOP OF ROOF 183' - 10" TOP OF ROOF 189' - 0" TOP OF PARAPET 177' - 0" TOP OF ROOF 183' - 10" TOP OF ROOF 189' - 0" TOP OF PARAPET 177' - 0" TOP OF DRAIN 175' - 7 - 1/2" A. ALL INDICATED ROOF PARAPETS TO BE REMOVED & REPAIRED PER ARCHITECTURAL ROOF DETAILS. B. REMOVE, PRESERVE AND REINSTALL ANY ROOF TOP DEVICES AS NEEDED TO REPAIR ROOF AND PARAPETS. C. REMOVE & SALVAGE EXISTING ROOF & WALL MOUNTED EXTERIOR LIGHTING AS REQUIRED FOR NEW WORK. THIS INCLUDES CONDUITS, J-BOXES, MOUNTING PADS, ETC. COORDINATE EXTENT WITH OTHER SUB-CONTRACTORS & G.C. D. SEE REFERENCE DRAWINGS L-9.3& L-9.6 SHOWING APPROXIMATE LOCATION OF EXISTING LIGHTING FIELD VERIFY EXTENT OF WORK BEFORE BIDDING.CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING & REINSTALL ALL EXISTING LIGHTING, J-BOXES, MOUNTING PADS, CONDUIT, ETC. EVEN IF NOT IDENTIFIED SPECIFICALLY IN THESE DOCUMENTS. E. CONTRACTOR TO DOCUMENT LOCATION OF EXISTING LIGHTS FIXTURES, CONDUITS, AND LIGHT PEDESTALS BEFORE REMOVAL OF LIGHTS, ETC. CONTRACTOR TO PROVIDE PLAN WITH LIGHT LOCATIONS WITH DIMENSIONS TO OWNER & ARCHITECT FOR DOCUMENTATION. LIGHTS, PEDESTAL ETC. TO BE REINSTALLED IN EXACT LOCATION AFTER INSTALLATION OF NEW ROOF SYSTEM. F. THE CONTRACTOR IS RESPONSIBLE FOR ALL MATERIAL BEING REMOVED & SALVAGED FOR REUSE. ANY NEW MATERIAL REQUIRED TO REPLACE ANY NON SALVAGEABLE MATERIALS SHALL BE INCLUDED IN THE CONTRACTOR'S SCOPE OF WORK. G. ALL ROOFS SHALL HAVE A MINIMUM 1/4" TO 12" SLOPE H. PROVIDE NEW FLASHING AROUND ALL EXISTING AND NEW ROOF PENETRATIONS AS APPROVED BY ROOF MANUFACTURER, i.e.: PIPE VENTS, CONDUIT, LIGHT PEDESTALS, ETC. GENERAL NOTE -ROOF PLAN NEW PVC ROOFING SYSTEM TO MATCH EXISTING. INCLUDING ROOF MEMBRANE, PROTECTION BOARD, INSULATION, ETC. MATCH EXISTING INSULATION "R" VALUE AND ROOF SLOPES. EXISTING ROOF DRAINS TO BE REUSED. KEYNOTE LEGEND 1 2 PROVIDE AND INSTALL NEW SEALANT AT EXISTING TERMINATION ROOF BAR. ALSO PROVIDE AND INSTALL NEW COUNTER FLASHING OVER EXISTING ROOF TERMINATION BAR WITH SEALANT. MATCH NEW COUNTER FLASHING. SEE TYPICAL TERMINATION BAR DETAIL. 3 DATE: DRAWN BY: CHECKED BY: NEXUS PROJ. #: Architectural NEXUS, Inc. 2505 East Parleys Way Salt Lake City, Utah 84109 T 801.924.5000 http://www.archnexus.com 654321 E D C B A PE R M I T S E T OW N E R P R O J E C T N U M B E R : 5 0 0 0 7 5 1 6 0 2 0 1 0 1 5/ 1 8 / 2 0 1 8 8 : 2 1 : 2 9 A M MECHANICAL LEVEL AND TOWER ROOF PLANS NLS 7T H S O U T H 2 N D E A S T R E X B U R G , I D A H O 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 14134.02 05.11.18 Re x b u r g I d a h o T e m p l e P a r a p e t & R o o f Construction Documentation A122 BP 1/8" = 1'-0"A122 A1 MECHANICAL LEVEL ROOF PLAN 1/8" = 1'-0"A122 C1 TOWER ROOF PLAN # Date Revision EXISTING PRE-CAST CONCRETE PANEL EXISTING 5/8" EXTERIOR GYPSUM SHEATHING EXISTING METAL STUD REMOVE VERTICAL PORTION OF EXISTING ROOF MEMBRANE A522 D4 REMOVE EXISTING ROOFING SYSTEM. REMOVE EXISTING BATT INSULATION SCALE: 1 1/2" = 1'-0" REMOVE EXISTING INSULATION. REMOVE EXISTING 5/8" EXTERIOR GYPSUM SHEATHING. REMOVE PORTION OF EXISTING ROOF PROTECTION BOARD TO ACCESS INSULATION EXISTING PRE-CAST CONCRETE PANEL NEW 5/8" EXTERIOR GYPSUM SHEATHING EXISTING METAL STUD NEW ROOFING SYSTEM A522 D5 NEW 24 GA. ALUMINUM L3"X3" ANGLE SET IN A BED OF CONTINUOUS MASTIC. MECHANICALLY ATTACH TO VERTICAL & HORIZONTAL SURFACES MIN. 12" O.C. IN CONTINUOUS MASTIC. SCALE: 1 1/2" = 1'-0" FIELD VERIFY 2" + OR - NEW 5/8" EXTERIOR GYPSUM BOARD. NEW ROOFING SYSTEM. NEW CLOSED CELL SPRAY FOAM INSULATION -FILL SOLID NEW LARGE CLOSED CELL BACKER ROD EXISTING PRECAST PANEL PVC ROOFING STEP 1: SEAL JOINT BETWEEN PRECAST WALL AND PARAPET WALL STEP 1B: FILL SOLID ANY REVEAL WHERE IT INTERSECTS THE PARAPET EXISTING PVC OVER TOP OF PARAPET ADD NEW PVC ROOF MEMBRANE OVER TOP OF PARAPET SO IT LAPS THE VERTICAL FACE. SEE DETAIL D5/A522 STEP 3:INSTALL FLEXIBLE SELF- ADHERED MEMBRANE IN FULLY FORMED SADDLE STEP 2: APPLY BUTYL BASED SELF ADHESIVE MEMBRANE (2' MIN. LAP EACH SIDE) ALONG THE JOINT WHERE PARAPET BUTTS ONTO PRECAST STEP 4:SEAL ALL EDGES WITH SILICONE SEALANT STEP 1 4 " . NEW PREFINISHED PARAPET COPING SEE DETAIL D5/A522 NEW 20 GAGE METAL SADDLE SEALANT ALONG GUM LIP TERMINATION GUM LIP TERMINATION TO RECEIVE SEALANT FULLY SOLDERED METAL SADDLE GASKETED FASTENER, FINISH TO MATCH EXISTING COPING STEP 2 4 " . FINISH TO MATCH EXISTING METAL COPING VE R I F Y 4" + O R - 4". 4". GRID GRID GRID SCALE: 1" = 1'-0" EXISTING PRE-CAST PANEL EXISTING PRE-CAST PANEL EXISTING CONCRETE & METAL DECK REMOVE EXISTING ROOFING SYSTEM REMOVE EXISTING TERMINATION BAR REMOVE SEALANT EXISTING CONCRETE CURB EXTERIOR BUILDING LIGHTING, REMOVE, SALVAGE TO DO NEW WIC, AS REQUIRED EXISTING ELECTRICAL CONDUIT THRU ROOF REMOVE EXISTING BATT INSULATION 7 1 / 2 " . A522 D4 REMOVE EXISTING ROOF PROTECTION BOARD & INSULATION AS REQUIRED FOR ACCESS TO REMOVE EXISTING BATT INSULATION. SALVAGE FOR REUSE. REMOVE EXISTING ROOFING SYSTEM REMOVE EXISTING ROOF INSULATION. REMOVE A523 A1 SIM. GRID GRID GRID SCALE: 1" = 1'-0" EXISTING PRE-CAST PANEL EXISTING PRE-CAST PANEL EXISTING CONCRETE & METAL DECK EXISTING ROOFING SYSTEM EXISTING TERMINATION STRIP NEW SEALANT (CONT.) EXISTING CONCRETE CURB REINSTALL EXISTING BUILDING LIGHTING, IN ORIGINAL LOCATION. AIM LIGHTS IN DIRECTION & LOCATION AS BEFORE. WILL REQUIRE A NIGHT TIME SESSION WITH THE OWNER AND THE ARCHITECT TO VERIFY LIGHTING AIM. PROVIDE NEW FLASHING AROUND ROOF PENETRATION AS APPROVED BY ROOFING MANUFACTURER EXISTING ELECTRICAL CONDUIT THRU ROOF 7 1 / 2 " . A522 D5 REINSTALL NEW INSULATION MATCH EXISTING QUALITY & THICKNESS. NEW ROOFING SYSTEM & NEW PROTECTION BOARD AS REQUIRED. NEW CLOSED CELL SPRAY FOAM INSULATION -FILL SOLID NEW LARGE CLOSED CELL BACKER ROD FIELD VERIFY 2" + OR - NEW 24 GA. ALUMINUM L3"X3" ANGLE SET IN A BED OF CONTINUOUS MASTIC. MECHANICALLY ATTACH TO VERTICAL SURFACES MIN. 12" O.C. IN CONTINUOUS MASTIC. A523 A3 SIM. SCALE: 1 1/2" = 1'-0" EXISTING METAL ROOF DECK EXISTING CONCRETE DECK EXISTING ROOFING SYSTEM TO BE REMOVED EXISTING PRE-CAST CONCRETE PANEL A522 D4 REMOVE PORTION OF EXISTING 5/8" EXTERIOR GYPSUM SHEATHING AS REQUIRED TO GAIN ACCESS TO JOINT BETWEEN CONCRETE. SLAB AND EXTERIOR PRECAST. REMOVE EXISTING ROOF SYSTEM COMPLETELY TO METAL DECK REMOVE EXISTING BATT INSULATION SCALE: 1 1/2" = 1'-0" EXISTING ROOF DECK EXISTING CONCRETE DECK NEW ROOFING SYSTEM TO EXTEND UP WALL AND UNDER PARAPET CAP. EXISTING PRE-CAST CONCRETE PANEL A522 D5 NEW ROOFING SYSTEM, PROTECTION BOARD, INSULATION,ETC. CLOSED CELL SPRAY FOAM INSULATION -FILL SOLID LARGE CLOSED CELL BACKER ROD NEW 24 GA. ALUMINUM L3"X3" ANGLE SET IN A BED OF CONTINUOUS MASTIC. MECHANICALLY ATTACH TO VERTICAL SURFACES MIN. 12" O.C. IN CONTINUOUS MASTIC. A. SLOPE ALL ROOF SYSTEMS TO DRAIN. VERIFY ALL CONDITIONS WITH ROOF SYSTEM MANUFACTURER FOR WARRANTY. B. MAKE SURE THAT WATER/WATER VAPOR CAN ESCAPE AND DRY AT BACK OF ALL PRECAST PANELS. GENERAL NOTE - ARCHITECTURAL ROOF DETAILS DATE: DRAWN BY: CHECKED BY: NEXUS PROJ. #: Architectural NEXUS, Inc. 2505 East Parleys Way Salt Lake City, Utah 84109 T 801.924.5000 http://www.archnexus.com 654321 E D C B A PE R M I T S E T OW N E R P R O J E C T N U M B E R : 5 0 0 0 7 5 1 6 0 2 0 1 0 1 5/ 1 8 / 2 0 1 8 8 : 2 1 : 3 4 A M ARCHITECTURAL ROOF DETAILS NLS 7T H S O U T H 2 N D E A S T R E X B U R G , I D A H O 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 14134.02 05.11.18 Re x b u r g I d a h o T e m p l e P a r a p e t & R o o f Construction Documentation A521 BP A521 A1 PARAPET WALL DETAIL EXISTING A521 A2 PARAPET WALL DETAIL NEW NTSA521 A5 PARAPET TO PRECAST INTERFACE SADDLE A521 D1 ROOF DETAIL EXISTING A521 D4 ROOF DETAIL NEW A521 A3 PARAPET DETAIL EXISTING A521 A4 PARAPET DETAIL NEW # Date Revision GRID SCALE: 1" = 1'-0" EXISTING CONCRETE & METAL DECK REMOVE EXISTING ROOFING SYSTEM EXISTING PRE-CAST PANEL REMOVE EXISTING BATT INSULATION A522 D4 REMOVE EXISTING ROOFING REMOVE EXISTING INSULATION. REMOVE EXISTING 5/8" EXTERIOR GYPSUM SHEATHING. REMOVE EXISTING ROOF PROTECTION BOARD. GRID SCALE: 1" = 1'-0" NEW ROOFING SYSTEM EXISTING PRE-CAST PANEL EXISTING CONCRETE & METAL DECK A522 D5 NEW PVC ROOFING SYSTEM W/ NEW PROTECTION BOARD AND INSULATION. NEW INSULATION TO MATCH EXISTING QUALITY & THICKNESS. CLOSED CELL SPRAY FOAM INSULATION -FILL SOLID LARGE CLOSED CELL BACKER ROD NEW 24 GA. ALUMINUM L3"X3" ANGLE SET IN A BED OF CONTINUOUS MASTIC. MECHANICALLY ATTACH TO VERTICAL SURFACES MIN. 12" O.C. IN CONTINUOUS MASTIC. GRID GRID SCALE: 1" = 1'-0" EXISTING METAL DECK EXISTING PRE-CAST PANEL REMOVE EXISTING BATT INSULATION A522 D4 EXISTING ROOFING SYSTEM PEAL BACK AND SALVAGE EXISTING ROOFING SYSTEM FOR REUSE. EXISTING ROOFING SYSTEM REMOVE EXISTING INSULATION AS REQUIRED TO ACCESS AND REMOVE EXISTING BATT INSULATION REMOVE PORTION OF EXISTING 5/8" EXTERIOR GYPSUM SHEATHING AS REQUIRED TO GAIN ACCESS TO JOINT BETWEEN CONCRETE. SLAB AND EXTERIOR PRECAST. REMOVE PORTION OF EXISTING ROOF PROTECTION BOARD TO ACCESS INSULATION TO ACCESS AREA FOR NEW WORK REMOVE PORTION OF EXISTING ROOF REMOVE ONLY THE UPPER LAYER OF INSULATION IN THIS AREA. 3' - 0". 1' - 0". GRID GRID SCALE: 1" = 1'-0" EXISTING METAL DECK EXISTING PRE-CAST PANEL EXISTING ROOFING SYSTEM A522 D5 REPLACE INSULATION NEW ROOFING SYSTEM & INSTALL NEW PROTECTION BOARD AS REQUIRED. REINSTALL SALVAGED EXISTING INSULATION OR PROVIDE NEW TO MATCH EXISTING QUALITY & THICKNESS. SEAL JOINTS WITH COMPATIBLE FOAM INSULATION. CLOSED CELL SPRAY FOAM INSULATION -FILL SOLID LARGE CLOSED CELL BACKER ROD NEW 24 GA. ALUMINUM L3"X3" ANGLE SET IN A BED OF CONTINUOUS MASTIC. MECHANICALLY ATTACH TO VERTICAL SURFACES MIN. 12" O.C. IN CONTINUOUS MASTIC. 3' - 0". 1' - 0". STAGGER INSULATION LAYERS SEAL NEW MEMBRANE TO EXISTING AND EXTEND UP PARAPET WALL AND OVER TOP OF PARAPET. GRID GRID SCALE: 1" = 1'-0" EXISTING PRE-CAST CONCRETE PANEL EXISTING CONCRETE & METAL DECK REMOVE EXISTING ROOFING SYSTEM. REMOVE EXISTING TERMINATION BAR REMOVE SEALANT REMOVE EXISTING EXT. LIGHT SALVAGE FOR REUSE EXISTING ELECTRICAL CONDUIT THROUGH ROOF TO REMAIN. A522 D4 REMOVE EXISTING ROOFING SYSTEM. REMOVE EXISTING BATT INSULATION REMOVE EXISTING INSULATION. REMOVE EXISTING 5/8" EXTERIOR GYPSUM SHEATHING. REMOVE EXISTING ROOF PROTECTION BOARD. A523 A1 GRID GRID SCALE: 1" = 1'-0" EXISTING PRE-CAST CONCRETE PANEL EXISTING CONCRETE & METAL DECK NEW TERMINATION BAR NEW SEALANT (CONT.) REINSTALL EXISTING BUILDING LIGHTING, IN ORIGINAL LOCATION. AIM LIGHTS IN DIRECTION & LOCATION AS BEFORE. WILL REQUIRE A NIGHT TIME SESSION WITH THE OWNER AND THE ARCHITECT TO VERIFY LIGHTING AIM. EXISTING ELECTRICAL CONDUIT THRU ROOF. A522 D5 NEW INSULATION TO MATCH EXISTING QUALITY & THICKNESS. NEW ROOFING SYSTEM WITH PROTECTION BOARD CLOSED CELL SPRAY FOAM INSULATION -FILL SOLID LARGE CLOSED CELL BACKER ROD A523 A3 NEW 24 GA. ALUMINUM L3"X3" ANGLE SET IN A BED OF CONTINUOUS MASTIC. MECHANICALLY ATTACH TO VERTICAL SURFACES MIN. 12" O.C. IN CONTINUOUS MASTIC. 8" M I N . T Y P . GRID SCALE: 1" = 1'-0" REMOVE EXISTING TERMINATION BAR REMOVE SEALANT REMOVE ROOFING SYSTEM EXISTING CONCRETE CURB EXISTING PRE-CAST PANEL EXISTING CONCRETE TOPPING & METAL DECK EXISTING EXT. LIGHT. REMOVE, TO COMPLETE NEW WORK IN CONTRACT, SALVAGE FOR REINSTALL REMOVE EXISTING BATT INSULATION A522 D4 REMOVE EXISTING ROOFING SYSTEM. REMOVE EXISTING INSULATION. REMOVE PORTION OF EXISTING 5/8" EXTERIOR GYPSUM SHEATHING AS REQUIRED TO GAIN ACCESS TO JOINT BETWEEN CONCRETE. SLAB AND EXTERIOR PRECAST. REMOVE EXISTING ROOF PROTECTION BOARD TO ACCESS INSULATION INSULATION TO DECK REMOVE A523 A1 GRID SCALE: 1" = 1'-0" EXISTING TERMINATION BAR NEW SEALANT (CONT.) NEW ROOFING SYSTEM EXISTING CONCRETE CURB EXISTING PRE-CAST PANEL EXISTING CONCRETE TOPPING & METAL DECK A522 D5 REINSTALL NEW INSULATION MATCH EXISTING QUALITY & THICKNESS. REINSTALL EXISTING BUILDING LIGHTING, IN ORIGINAL LOCATION. AIM LIGHTS IN DIRECTION & LOCATION AS BEFORE. WILL REQUIRE A NIGHT TIME SESSION WITH THE OWNER AND THE ARCHITECT TO VERIFY LIGHTING AIM. CLOSED CELL SPRAY FOAM INSULATION -FILL SOLID LARGE CLOSED CELL BACKER ROD A523 A3 NEW 24 GA. ALUMINUM L3"X3" ANGLE SET IN A BED OF CONTINUOUS MASTIC. MECHANICALLY ATTACH TO VERTICAL SURFACES MIN. 12" O.C. IN CONTINUOUS MASTIC. SCALE: 6" = 1'-0" EXISTING PRE-CAST CONCRETE PANEL NEW PREFINISHED METAL COPING W/ STANDING SEAM JOINTS MATCH EXISTING FINISH. NEW ROOF MEMBRANE UP UNDER PARAPET CAP AND DOWN VERTICAL FACE AS SHOWN FIELD VERIFY 4" VA R I E S 5 " - 8 " 2" CONT. SEALANT -COORDINATE TYPE OF SEALANT WITH ROOFING MANUFACTURE. EXTEND ROOFING MEMBRANE TO BOTTOM OF FLASHING NEW ROOF MEMBRANE. EXPOSED SIDE ROOF SIDE SCALE: 6" = 1'-0" PRE-CAST CONCRETE PANEL REMOVE AND DISCARD PREFINISHED METAL COPING REMOVE EXISTING ROOFING MEMBRANE FIELD VERIFY A. SLOPE ALL ROOF SYSTEMS TO DRAIN. VERIFY ALL CONDITIONS WITH ROOF SYSTEM MANUFACTURER FOR WARRANTY. B. MAKE SURE THAT WATER/WATER VAPOR CAN ESCAPE AND DRY AT BACK OF ALL PRECAST PANELS. GENERAL NOTE - ARCHITECTURAL ROOF DETAILS GRID GRID SCALE: 1" = 1'-0" EXISTING METAL DECK A522 D4 REMOVE EXISTING ROOFING SYSTEM EXISTING PRE-CAST PANEL REMOVE EXISTING BATT INSULATION REMOVE EXISTING ROOFING REMOVE EXISTING INSULATION. REMOVE EXISTING 5/8" EXTERIOR GYPSUM SHEATHING. REMOVE EXISTING ROOF PROTECTION BOARD. GRID GRID SCALE: 1" = 1'-0" EXISTING METAL DECK A522 D5 NEW 24 GA. ALUMINUM L3"X3" ANGLE SET IN A BED OF CONTINUOUS MASTIC. MECHANICALLY ATTACH TO VERTICAL SURFACES MIN. 12" O.C. IN CONTINUOUS MASTIC. NEW ROOFING SYSTEM EXISTING PRE-CAST PANEL NEW PVC ROOFING SYSTEM W/ NEW PROTECTION BOARD AND INSULATION. NEW INSULATION TO MATCH EXISTING QUALITY & THICKNESS. CLOSED CELL SPRAY FOAM INSULATION -FILL SOLID LARGE CLOSED CELL BACKER ROD DATE: DRAWN BY: CHECKED BY: NEXUS PROJ. #: Architectural NEXUS, Inc. 2505 East Parleys Way Salt Lake City, Utah 84109 T 801.924.5000 http://www.archnexus.com 654321 E D C B A PE R M I T S E T OW N E R P R O J E C T N U M B E R : 5 0 0 0 7 5 1 6 0 2 0 1 0 1 5/ 1 8 / 2 0 1 8 8 : 2 1 : 3 9 A M ARCHITECTURAL ROOF DETAILS NLS 7T H S O U T H 2 N D E A S T R E X B U R G , I D A H O 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 14134.02 05.11.18 Re x b u r g I d a h o T e m p l e P a r a p e t & R o o f Construction Documentation A522 BP A522 A1 TYP. PARAPET CAP DETAIL EXISTING A522 A2 TYP. PARAPET CAP DETAIL NEW A522 B1 TYP. PARAPET CAP DETAIL EXISTING A522 B2 TYP. PARAPET CAP DETAIL NEW A522 A4 PARAPET CAP DETAIL EXISTING A522 A5 PARAPET CAP DETAIL NEW A522 B4 PARAPET CAP DETAIL EXISTING A522 B5 PARAPET CAP DETAIL NEW A522 D5 PARAPET CAP DETAIL NEW A522 D4 PARAPET CAP DETAIL EXISTING # Date Revision A522 D1 TYP. PARAPET CAP DETAIL EXISTING A522 D2 TYP. PARAPET CAP DETAIL NEW GRID SCALE: 1" = 1'-0" EXISTING CONCRETE & METAL DECK EXISTING CONCRETE CURB REMOVE EXISTING ROOFING SYSTEM REMOVE TERMINATION BAR REMOVE EXISTING SEALANT EXISTING PRE-CAST PANEL REMOVE EXISTING BATT INSULATION A522 D4 REMOVE ROOFING SYSTEM. 8" . REMOVE EXISTING INSULATION REMOVE EXISTING 5/8" EXTERIOR GYPSUM SHEATHING. REMOVE OF EXISTING ROOF PROTECTION BOARD. A523 A1 GRID SCALE: 1" = 1'-0" EXISTING CONCRETE & METAL DECK EXISTING CONCRETE CURB NEW ROOFING SYSTEM NEW TERMINATION BAR NEW COUNTER FLASHING & SEALANT EXISTING PRE-CAST PANEL A522 D5 3 3 / 8 " . SIM. NEW ROOFING SYSTEM & NEW PROTECTION BOARD NEW INSULATION TO MATCH EXISTING QUALITY & THICKNESS. CLOSED CELL SPRAY FOAM INSULATION -FILL SOLID LARGE CLOSED CELL BACKER ROD A523 A3 GRID EXISTING STRUCTURAL BEAM EXISTING PRE-CAST STRUCTURAL COLUMN. EXISTING METAL DECK EXISTING PRE-CAST CONCRETE PANEL REMOVE EXISTING ROOFING SYSTEM REMOVE EXISTING ROOFING SYSTEM A522 D4 SIM. GRID EXISTING STRUCTURAL BEAM EXISTING PRE-CAST STRUCTURAL COLUMN. EXISTING METAL DECK EXISTING PRE-CAST CONCRETE PANEL NEW ROOFING SYSTEM SIM.A522 D5 A. SLOPE ALL ROOF SYSTEMS TO DRAIN. VERIFY ALL CONDITIONS WITH ROOF SYSTEM MANUFACTURER FOR WARRANTY. B. MAKE SURE THAT WATER/WATER VAPOR CAN ESCAPE AND DRY AT BACK OF ALL PRECAST PANELS. GENERAL NOTE - ARCHITECTURAL ROOF DETAILS SCALE: 3" = 1'-0" NEW TERMINATION BAR NEW SEALANT (CONT.) NEW ROOFING SYSTEM NEW SEALANT (CONT.) NEW COUNTER FLASHING 8" M I N . SCALE: 3" = 1'-0" MOVE EXISTING TERMINATION BAR REMOVE EXISTING SEALANT REMOVE EXISTING ROOFING SYSTEM GRIDGRID SCALE: 1 1/2" = 1'-0" EXISTING PRE-CAST CONCRETE PANEL EXISTING PRE-CAST CONCRETE PANEL REMOVE EXISTING TERMINATION BAR REMOVE SEALANT REMOVE PREFINISHED METAL COPING WITH PROTECTION BOARD AND ROOFING MEMBRANE UNDERNEATH AGAINST STRUCTURE. EXISTING CONCRETE & METAL DECK EXISTING EXT. LIGHT REMOVE, & SALVAGE FOR REINSTALL AS REQUIRED EXISTING ELECTRICAL CONDUIT. TO REMAIN REMOVE EXISTING FLASHING AND COUNTERFLASHING REMOVE EXISTING BATT INSULATION 4 5 / 8 " + / - A523 A1 SIM. GRIDGRID SCALE: 1 1/2" = 1'-0" EXISTING PRE-CAST CONCRETE PANEL EXISTING PRE-CAST CONCRETE PANEL NEW TERMINATION BAR NEW SEALANT CONTINUOUS NEW PREFINISHED METAL COPING WITH PROTECTION BOARD AND ROOFING MEMBRANE UNDERNEATH AGAINST STRUCTURE. SLOPE 1/4" PER 1'-0" MIN. EXISTING CONCRETE & METAL DECK EXISTING ELECTRICAL CONDUIT. NEW FLASHING AND COUNTERFLASHING 8" + / - 4" REINSTALL EXISTING BUILDING LIGHTING, ( IF REMOVED) IN ORIGINAL LOCATION. AIM LIGHTS IN DIRECTION & LOCATION AS BEFORE. WILL REQUIRE A NIGHT TIME SESSION WITH THE OWNER AND THE ARCHITECT TO VERIFY LIGHTING AIM. NEW CLOSED CELL SPRAY FOAM INSULATION -FILL SOLID NEW LARGE CLOSED CELL BACKER ROD A523 A3 SIM. EXTEND ROOF MEMBRANE UNDER METAL FLASHING AND THEN ADDITIONAL LAYER ON TOP OF FLASHING ON HORIZONTAL SLOPE SURFACE. SEAL AS PER ROOFING MANUFACTURE. DATE: DRAWN BY: CHECKED BY: NEXUS PROJ. #: Architectural NEXUS, Inc. 2505 East Parleys Way Salt Lake City, Utah 84109 T 801.924.5000 http://www.archnexus.com 654321 E D C B A PE R M I T S E T OW N E R P R O J E C T N U M B E R : 5 0 0 0 7 5 1 6 0 2 0 1 0 1 5/ 1 8 / 2 0 1 8 8 : 2 1 : 4 3 A M ARCHITECTURAL ROOF DETAILS NLS 7T H S O U T H 2 N D E A S T R E X B U R G , I D A H O 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 14134.02 05.11.18 Re x b u r g I d a h o T e m p l e P a r a p e t & R o o f Construction Documentation A523 BP A523 A4 PARAPET CAP DETAIL EXISTING A523 A5 PARAPET CAP DETAIL NEW 1 1/2" = 1'-0"A523 B3 ROOF CANOPY DETAIL EXISTING 1 1/2" = 1'-0"A523 B5 ROOF CANOPY DETAIL NEW # Date Revision A523 A3 TYPICAL TERMINATION BAR DETAIL NEW A523 A1 TYPICAL TERMINATION BAR DETAIL EXISTING FOR REFRENCE ONLY FOR REFRENCE ONLY