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HomeMy WebLinkAboutPLANS - 06-00357 - CHILD & FAMILY RESOURCE CENTER - REMODEL12 gi z o uD,z�v_ 3S6 W11 7172 28 / - - I I VA I IL i t F L bL L D 0 . a a j EL Ilk ARCHITECT'S PROJECT NUMBER: B05 -061 A EGRESS CORRIDOR WIDTH REQUIRED: 44' WIDTH PROVIDED: 48' CODE PLAN LEGEND SYMBOL DESCRIPTION DOOR 120A DO 121C DOOR 1208 152 SF ROOM SQUARE FOOTAGES WIDTH REQUIRED: 36' WIDTH REQUIRED: 36" WIDTH REQUIRED: 36' WIDTH PROVIDED: 36' WIDTH PROVIDED: WIDTH PROVIDED: 36' Ili DESIGN ROOM OCCUPANT LOAD 10 179 OCCUPANT LOAD SERVED BY EXIT THERAPY THERAPY 2 UTILITY D '�O DAY CARE KITCHEN t 3 D � ROOM OCCUPANT LOAD 113 114 t 15 116 S 117 D d 118 Au NOT COUNTED 165 SF 6 95 217 SF 159 SF 126 SF 2 2 c 8 r _ 2 2 2 a v t�tA a z O ILLUMINATED EXIT SIGN 40 U O O x p NOR HALL �� x L F.E.C. O '� o � 10 s p 52 � �` cfl h ® ,�p ,S�° � STAFF CLASSROOM 1 Q 46 SF 2 108 292 SF - -- p CLASSROOM 3 ft p 1os � CLAS OOM CODE INFORMATION GENERAL NOTES 3 110 293 CLASSROOM 5 1. BUILDING TO BE SPRINKLERED THROUGH OUT ACCORDING TO OCCUPANCY GROUP E, AND IN CLASS ROOM 2 6 Ev"' 20 NTRAL LL 20 S 111 ACCORDANCE WITH APPLICABLE NFPA CODES AND REGULATIONS. 122 Q O 292 SF 357 SF 2. COORDINATE LOCATION OF FIRE MONITOR PANEL AND PULL STATIONS WITH OWNER ANC FIRE � 40 MARSHALL. STAFF /COPY 3. PROVIDE VISABLE & AUDIBLE ALARMS AT LOCATIONS REQUIRED BY NFPA REGULATIONS. 119 74 SF AU MEN DOOR 121A WIDTH REQUIRED: 36" WIDTH PROVIDED: 36' CODE ANALYSIS & COMPLIANCE Q z AEFPBASE -098 — AIuw- Ckitoof Prot- 3 1 1s I C3 WEST HALL F.E.C. ',� CORRIDOR I> O F.E.C. - FIRE EXTINGUISHER CABINET 123 LENGTH= 19' -0" &ORRIDOR SOUTH HALL U FOF - FACE OF FOUNDATION -- 5 LENGTH= ® 15'-8• 25 4 LOBBY D RIGID INSULATION �0 4 OFF012 v RECEPTION I 124 TIBUL W ` H dot, CLASSROOM 6 MAIN OFFICE 101 131SF 103� 1 Au 104 63 4 106 282 SF U 3 p P -LAM - PLASTIC LAMINATE w OC - ON CENTER 20 15 TOTAL BUILDING AREA = 78 REXBURG, IDAHO 4,735 SF a L— — — — J v p 181 NOTE: ALL MATERIALS REFERENCED ARE NEW UNLESS NOTED OTHERWISE DOOR 121A WIDTH REQUIRED: 36" WIDTH PROVIDED: 36' CODE ANALYSIS & COMPLIANCE Q z AEFPBASE -098 C 0 0 P E R R B E RTS SIM0NSEN ARCHITECTURE 'w a SYMBOLS LEGEND DETAIL NUMBER C5 DETAIL REFERENCE 0 GUEST ROOM TYPE SHEET NUMBER AE502 O REFERENCE NOTE EXTERIOR ELEVATION Al IRFFERENS E i A i WALL TYPE O SECTION REFERENCE WINDOW TYPE Aa NAME AE301 1 101 ROOM NOTE — INTERIOR ELEVATION 1 0 e2 1 DOOR TYPE REFERENCE (SINGLE) AE401 < Z:� BID ADD ALTERNATE DETAIL NUMBER ---- B2 Q1 REVISION NOTE INTERIOR ELEVATION REFERENCE (MULTIPLE) B3 AE401 B1 ELEVATION MARKER B4 © — AIuw- Ckitoof Prot- CITY MAP F.E.C. - FIRE EXTINGUISHER CABINET r7 - F FOF - FACE OF FOUNDATION FRT - FIRE RETARDANT TREATED RIGID INSULATION GYP. BD. - GYPSUM BOARD W 7606 N 33 E 11300 N FINISH GRADE WOOD NORTH .......... P -LAM - PLASTIC LAMINATE w OC - ON CENTER PLYWOOD TYP - TYPICAL REXBURG, IDAHO r ._ — — —, DEMOLITION a L— — — — J F.V, - FEILD VERIFY NOTE: ALL MATERIALS REFERENCED ARE NEW UNLESS NOTED OTHERWISE Z tu Q Z ; E 41h N waft � ui � ltd �,k !1 tU Barnep pa +ty Std z r 3rd h E 3rd Iµ z t+ftrf►f . ._ r ....... ....... . PROJECT Z LOCATION *c!::: ' I E 2n ; N ,. J. ��. &t �' �n �Tue1►+N $t W 1stN E 1st � M iM #bster Ave iiraks Av! 51fRdtdsir H' GP `i Nkl 1}� Y. z ( I W Main St E Main St ... Q LdrisoAve ::. Maple Dr o l� m E 1st 5 m �?. l,rndln Avt. 0:2006 Yakho ,mac m n2t�08 NSA \ /TFt'� C 0 0 P E R R B E RTS SIM0NSEN ARCHITECTURE 'w a SYMBOLS LEGEND DETAIL NUMBER C5 DETAIL REFERENCE 0 GUEST ROOM TYPE SHEET NUMBER AE502 O REFERENCE NOTE EXTERIOR ELEVATION Al IRFFERENS E i A i WALL TYPE O SECTION REFERENCE WINDOW TYPE Aa NAME AE301 1 101 ROOM NOTE — INTERIOR ELEVATION 1 0 e2 1 DOOR TYPE REFERENCE (SINGLE) AE401 < Z:� BID ADD ALTERNATE DETAIL NUMBER ---- B2 Q1 REVISION NOTE INTERIOR ELEVATION REFERENCE (MULTIPLE) B3 AE401 B1 ELEVATION MARKER B4 © — AIuw- Ckitoof Prot- ® EOSA - EDGE OF SOFFIT ABOVE F.E.C. - FIRE EXTINGUISHER CABINET r7 - F FOF - FACE OF FOUNDATION 151 NORTH RIDGE, SUITE 280 IDAHO FAILS, IDAHO 83402 (208) 524-4821 FAX (208) 523 -3881 WWW.CRSARCHITECTS.COM UCENSED ARCHITECT AR -1380 CHILD AND FAMILY RESOURCE CENTER REXBURG� R ID83M� 0 RON REED 507 W MAIN REXBURG, ID 83440 ADJ- ADJUSTABLE .. CONCRETE ALUM - ALUMINUM CD 7/1/2006 PERMIT /BID SET COFC - CENTER OF COLUMN CONCRETE BLOCK MASONRY DO - COORD- COORDINATE COW - CENTER OF WINDOW / DOOR PROJECT NO: B05 -061 COWL - CENTER OF WALL BRICK MASONRY CAD DWG FILE: EIFS - EXTERIOR INSULATED FINISH SYSTEA DRAWN BY: EOC - EDGE OF CARPET STEEL CHECKED BY: EOM - END OF MASONRY EOSA - EDGE OF SOFFIT ABOVE F.E.C. - FIRE EXTINGUISHER CABINET BATT INSULATION A FOF - FACE OF FOUNDATION FRT - FIRE RETARDANT TREATED RIGID INSULATION GYP. BD. - GYPSUM BOARD LAM - LAMINATE FINISH GRADE WOOD MFG - MANUFACTURER P -LAM - PLASTIC LAMINATE OC - ON CENTER PLYWOOD TYP - TYPICAL DF - DRINKING FOUNTAIN r ._ — — —, DEMOLITION MTL - METAL L— — — — J F.V, - FEILD VERIFY NOTE: ALL MATERIALS REFERENCED ARE NEW UNLESS NOTED OTHERWISE COVER SHEET, MAPS, SYMBOLS, SHEETINDEX omioo� SHEET 1 OF 4 3 4 5 A ju: mol 14 a ja • • 0 ARCHITECT'S PROJECT NUMBER: B05 -061 DOOR 120A WIDTH REQUIRED: 36" WIDTH PROVIDED: 36" THERAPY1 113 165 SF 2 2 40 EGRESS CORRIDOR WIDTH REQUIRED: 44" WIDTH PROVIDED: 48" I CLASSROOM 1 108 292 SF 20 CLASSROOM 2 107 292 SF 20 THFRAPY2 114 144 SFO f� DOOR 121C WIDTH REQUIRED: WIDTH PROVIDED: _J 1W UTILITY 115 6 95 SF / III I mlm MAIN OFFICE 101 282 SF 15 IA CODE ANALYSIS & COMPLIANCE 1/8 " =1' -0" AEFPBASE -098 z ao z CLASSROOM 5 111 357 SF �o CLASSROOM 6 106 345 SF 20 52 CODE INFORMATION GENERAL NOTES 1. BUILDING TO BE SPRINKLERED THROUGH OUT ACCORDING TO OCCUPANCY GROUP E, AND IN ACCORDANCE WITH APPLICABLE NFPA CODES AND REGULATIONS. 2. COORDINATE LOCATION OF FIRE MONITOR PANEL AND PULL STATIONS WITH OWNER AND FIRE MARSHALL. 3. PROVIDE VISABLE & AUDIBLE ALARMS AT LOCATIONS REQUIRED BY NFPA REGULATIONS. CO DE PLAN LEGEND SYMBOL DESCRIPTION 152 SF ROOM SQUARE FOOTAGES O DESIGN ROOM OCCUPANT LOAD 179 OCCUPANT LOAD SERVED BY EXIT Au ROOM OCCUPANT LOAD NOT COUNTED ILLUMINATED EXIT SIGN 52 CODE INFORMATION GENERAL NOTES 1. BUILDING TO BE SPRINKLERED THROUGH OUT ACCORDING TO OCCUPANCY GROUP E, AND IN ACCORDANCE WITH APPLICABLE NFPA CODES AND REGULATIONS. 2. COORDINATE LOCATION OF FIRE MONITOR PANEL AND PULL STATIONS WITH OWNER AND FIRE MARSHALL. 3. PROVIDE VISABLE & AUDIBLE ALARMS AT LOCATIONS REQUIRED BY NFPA REGULATIONS. SYMBOLS LEGEND C 0 0 P E R R 0 B E R T S SIM0NSEN ARCHITECTURE 151 NORTH RIDGE, SUITE 260 IDAHO FALLS, IDAHO 83402 (208) 524 -4621 FAX (208) 523 -3681 WWW.CRSARCHITECTS.COM DETAIL REFERENCE GUEST ROOM TYPE - DETAIL NUMBER *AE112 SHEET NUMBER O REFERENCE NOTE EXTERIOR ELEVATION _ _ LICENSED REFERENCE I Al A I WALL TYPE ARCHITECT AE202 AR -1380 O SECTION REFERENCE WINDOW TYPE A4 NAME N -�'- ER 11 AE301 101 ROOM NOTE r1iAUAVY` l�ER II STATE OF IDAHO INTERIOR ELEVATION 1A1 DOOR TYPE REFERENCE (SINGLE) 62 o I( AE401 1 BID ADD ALTERNATE CHILD AND DETAIL NUMBER B2 � REVISION NOTE FAMILY RESOURCE INTERIOR ELEVATION CENTER REFERENCE (MULTIPLE) 63 AE401 B1 ELEVATION MARKER 316 NORTH 3RD EAST REXBURG, ID 83440 B4 ABBREVIATIONS AND MATERIALS RON REED 507 W MAIN REXBURG, ID 83440 ADJ - ADJUSTABLE a . ALUM - ALUMINUM COFC - CENTER OF COLUMN COORD - COORDINATE COW - CENTER OF WINDOW / DOOR COWL - CENTER OF WALL EIFS - EXTERIOR INSULATED FINISH SYSTEM EOC - EDGE OF CARPET EOM - END OF MASONRY EOSA - EDGE OF SOFFIT ABOVE F.E.C. - FIRE EXTINGUISHER CABINET FOF - FACE OF FOUNDATION FRT - FIRE RETARDANT TREATED CONCRETE CONCRETE BLOCK MASONRY BRICK MASONRY STEEL BATT INSULATION A RIGID INSULATION 116 CITY MAP DD 10 PROJECT NO: 805 -061 CAD DWG FILE: DRAWN BY: CHECKED BY: NORTH HALL 120 = o � cry N F. � xt)0 ... .::... ......,........:... NORTH w $' REXBURG, IDAHO (IJ a E - 0 0N 4 . ....... r PROJECT LOCATION E2m�N � _« cs c 'Laurel St 4'Z ^. sw _ik $t ` t A E 5 t N Hcally ' 7F i?bstp I Ave axi Za ht ft�?•. sS- Riaks .Ave e8 ..?t ����' m in St E C�1�iri �# _. x Crla�rx >e ` w rat !4Pk Di s ��I FT1 E #s' "> 3 �t't 3 a :a::; a v20 ib N!,� -, TEQ SYMBOLS LEGEND C 0 0 P E R R 0 B E R T S SIM0NSEN ARCHITECTURE 151 NORTH RIDGE, SUITE 260 IDAHO FALLS, IDAHO 83402 (208) 524 -4621 FAX (208) 523 -3681 WWW.CRSARCHITECTS.COM DETAIL REFERENCE GUEST ROOM TYPE - DETAIL NUMBER *AE112 SHEET NUMBER O REFERENCE NOTE EXTERIOR ELEVATION _ _ LICENSED REFERENCE I Al A I WALL TYPE ARCHITECT AE202 AR -1380 O SECTION REFERENCE WINDOW TYPE A4 NAME N -�'- ER 11 AE301 101 ROOM NOTE r1iAUAVY` l�ER II STATE OF IDAHO INTERIOR ELEVATION 1A1 DOOR TYPE REFERENCE (SINGLE) 62 o I( AE401 1 BID ADD ALTERNATE CHILD AND DETAIL NUMBER B2 � REVISION NOTE FAMILY RESOURCE INTERIOR ELEVATION CENTER REFERENCE (MULTIPLE) 63 AE401 B1 ELEVATION MARKER 316 NORTH 3RD EAST REXBURG, ID 83440 B4 ABBREVIATIONS AND MATERIALS RON REED 507 W MAIN REXBURG, ID 83440 ADJ - ADJUSTABLE a . ALUM - ALUMINUM COFC - CENTER OF COLUMN COORD - COORDINATE COW - CENTER OF WINDOW / DOOR COWL - CENTER OF WALL EIFS - EXTERIOR INSULATED FINISH SYSTEM EOC - EDGE OF CARPET EOM - END OF MASONRY EOSA - EDGE OF SOFFIT ABOVE F.E.C. - FIRE EXTINGUISHER CABINET FOF - FACE OF FOUNDATION FRT - FIRE RETARDANT TREATED CONCRETE CONCRETE BLOCK MASONRY BRICK MASONRY STEEL BATT INSULATION A RIGID INSULATION 116 CD 7/1/2006 PERMIT /BID SET DD 10 PROJECT NO: 805 -061 CAD DWG FILE: DRAWN BY: CHECKED BY: NORTH HALL GYP. BD. - GYPSUM BOARD C S LAM - LAMINATE FINISH GRADE WOOD MFG - MANUFACTURER P -LAM - PLASTIC LAMINATE PLYWOOD TY MAPS, SYMBOLS, - CENTER SHEETINDEX TYP - TYPICAL r _ _ _ _, DF - DRINKING FOUNTAIN L _ _ _ _ J DEMOLITION MTL - METAL F.V, - FEILD VERIFY NOTE: ALL MATERIALS REFERENCED ARE NEW UNLESS NOTED OTHERWISE 1001 5 SHEET 1 OF 4 15 WEST HALL 123 5 OFFI 102 131SF TOTAL BUILDING AREA = 4,735 SF 181 F.E.C. 10 CLASSROOM 3 109 332 SF 20 � 3E" m L Ono II DAY CARE 116 217 SF 10 EZI NORTH HALL 120 DOOR 120B WIDTH REQUIRED: 36" WIDTH PROVIDED: 36" KITCHEN 117 159 SF O THERAPY 118 126 SF \O z0 STAFF\ 46 SF , CLASSROOM 4 110 NTRAL LL 293 SF 20 122 STAFF /COPY 119 74 SF 105 F.E.C. � CORRIDOR LENGTH= 19' -6" CORRIDOR SOUTH HALL LENGTH= 125 IRECEPTI LOBBY 15' -8" DF 124 TIBUL W �A� H i A 121 104 � DOOR 121A WIDTH REQUIRED: 36" WIDTH PROVIDEC: 36" 78 1 2 3 4 5 C 0 0 P E R R 0 B E R T S SIM0NSEN ARCHITECTURE D D BID OPTION B BID OPTION A 151 NORTH RIDGE, SUITE 260 IDAHO FALLS, IDAHO 83402 CODE REQUIREMENT EDUCATIONAL CODE REQUIREMENT INSTITUTIONAL 1-4 (208) 524 -4621 FAX (208) 523 -3681 WWW.CRSARCHITECTS.COM OCCUPANCY GROUP E - EDUCATIONAL & DAY CARE. OCCUPANCY GROUP 1- 4.308.5 THIS GROUP SHALL CONSIST OF BUILDINGS AND DEFINITION INCLUDES THE USE "OF A BUILDING OR STRUCTURE OR A PORTION STRUCTURES OCCUPIED BY PERSON OF ANY AGE WHO RECIEVE CUSTODIAL CARE _ THEREOF BY SIX OR MORE PERSONS AT ANY ONE TIME FOR EDUCATIONAL PURPOSES FOR LESS THAN 24 HOURS. 308.5.2 CHILD CARE FACILITIES. A FACILITY THAT PROVIDES THROUGH THE 12TH GRADE. SEC. 305.2 INCLUDES THE USE OF A BUILDING FOR "SUPERVISION" AND PERSONAL CARE ON LESS THAN A 24 -HOUR BASIS FOR MORE _ EDUCATIONAL SUPERVISION OR PERSONAL CARE OF MORE THAN FIVE CHILDREN 2' THAN FIVE CHILDREN 2' YEARS OF AGE OR LESS. SHALL BE CLASSIFIED AS 1 -4 - YEARS OF AGE. - • INSTALL FIRE PROTECTION SYSTEM FOR " E " OCCUPANCY TO 2003 IBC 903.31.1 MEET NFPA 13 & • INSTALL FIRE PROTECTION SYSTEM FOR " I " OCCUPANCY TO MEET NFPA 13 AND 2003 IBC 903.3.1.1. - - • DEMOLITION AND CONSTRUCTION FOR EGRESS DOOR AND EXTERIOR CONCRETE • OMIT DEMOLITION AND ADDITION OF EGRESS DOOR FROM ROOM 116 (SEE PLAN) _ STAIR AS SHOWN IN PLAN TO COMPLY WITH 2003 IBC SECTION 1009 . OMIT EXTERIOR CONCRETE STAIR FROM ROOM 116 AS SHOWN IN PLAN. - OPTION B OPTION A C _ 2003 IBC 2003 IBC - - - CHILD AND FAMILY RESOURCES CHILD AND FAMILY RESOURCES CODE ITEM REFERENCE CODE REQUIREMENT ACTUAL BUILDING DESIGN CODE ITEM REFERENCE CODE REQUIREMENT ACTUAL BUILDING DESIGN OCCUPANCY SEC. 308.5 AND 308.5.2 OCCUPANCY GROUP 1- 4.308.5 THIS GROUP SHALL CONSIST OF BUILDINGS AND STRUCTURES OCCUPIED BY PERSON OF ANY AGE WHO RECIEVE CUSTODIAL CARE FOR LESS THAN 24 HOURS. 308.5.2 CHILD CARE FACILITIES. A FACILITY THAT PROVIDES OCCUPANCY GROUP 1-4 CHILD CARE FACILITY. OCCUPANCY SEC. 305.1, 305.2 AND 308.5 OCCUPANCY GROUP E EDUCATIONAL & DAY CARE. DEFINITION INCLUDES THE USE "OF A BUILDING OR STRUCTURE OR A PORTION THEREOF BY SIX OR MORE PERSONS AT ANY ONE TIME FOR EDUCATIONAL PURPOSES OCCUPANCY GROUP E - EDUCATIONAL LICENSED ARCHITECT AR -1380 "SUPERVISION" AND PERSONAL CARE ON LESS THAN A 24 -HOUR BASIS FOR MORE THROUGH THE 12TH GRADE. SEC. 305.2 INCLUDES THE USE OF A BUILDING FOR THAN FIVE CHILDREN 2' YEARS OF AGE OR LESS, SHALL BE CLASSIFIED AS 1-4 EDUCATIONAL SUPERVISION OR PERSONAL CARE OF MORE THAN FIVE CHILDREN 21 YEARS OF AGE. WALLA(..E N OPER II STATE OF IDAHO EXISTING CONSTRUCTION TYPE BUILT UNDER THE 1991 UBC. TYPE V -B (IF EXISTING BUILDING WERE CLASSIFIED UNDER THE CURRENT CODE). EXISTING CONSTRUCTION TYPE BUILT UNDER THE 1991 UBC. TYPE V -B (IF EXISTING BUILDING WERE CLASSIFIED UNDER THE CURRENT CODE). CONSTRUCTION TYPE TABLE 601 TYPE V -B TYPE V -B CONSTRUCTION TYPE TABLE 601 TYPE V -B TYPE V -B CHILD AND FAMILY RESOURCE CENTER ALLOWABLE BUILDING HEIGHT AND AREA FOR TYPE V -B THE ALLOWABLE BUILDING AREA SHALL BE LESS THAN 9,000 SF AND NOT MO RE THAN ONE STORY THE ACTUAL BUILDING SQUARE FOOTAGE = 4,833 SF THE EXISTING STRUC I A O NE S T O RY BUILDING. ALLOWABLE BUILDING HEIGHT AND AREA FOR TYPE V -B THE ALLOWABLE BUILDING AREA SHALL BE LESS THAN 9,500 SF AND NOT MORE THAN ONE STORY THE ACTUAL BUILDING SQUARE FOOTAGE = 4,833 SF THE EXISTING STRUCTURE IS A ONE STORY BUILDING. TABLE 503 TABLE 503 FIRE PROTECTION SYSTEMS SEC. 903.2.2, 906.1, 907.2.3 FIRE SPRINKLER & FIRE EXTINGUISHING SYSTEMS ARE REQUIRED. MANUAL AUTOMATIC SPRINKLER SYSTEM WILL BE PROVIDED THROUGH OUT THE BUILDING TO FIRE PROTECTION SYSTEMS SEC. 903.2.2, 906.1, 907.2.3 FIRE SPRINKLER & FIRE EXTINGUISHING SYSTEM NOT REQUIRED, MANUAL ALARMS AUTOMATIC SPRINKLER SYSTEM WILL BE PROVIDED THROUGH OUT THE BUILDING TO ALARMS AND PORTABLE FIRE EXTINGUISHERS ARE ALSO REQUIRED. MAX TRAVEL MEET NFPA 13 & IBC 2003 903.3.1.1 SPECIFICATIONS. PORTABLE FIRE EXTINGUISHERS AND PORTABLE FIRE EXTINGUISHERS ARE REQUIRED. MAX TRAVEL DISTANCE MEET NFPA IBC 2003 SPECIFICATIONS. PORTABLE FIRE EXTINGUISHERS SHALL BE DISTANCE BETWEEN EXTINGUISHERS 75 FT. SEE PLANS FOR PLACEMENT, SHALL BE PROVIDED IN ACCORDANCE WTH 906.1 BETWEEN EXTINGUISHERS 75' SEE PLANS FOR PLACEMENT. PROVIDED IN ACCORDANCE WTH 906.1 B 316 NORTH 3RD EAST REXBU RG, ID 83440 OCCUPANT LOAD FACTOR TABLE 1004.1.2 OCCUPANT LOADS DETERMINED BY TABLE 1004.1.2 CLASSIFICATION. INDIVIDUAL DESIGNED OCCUPANT LOADS ARE LISTED ON THE PLANS. TOTAL NUMBER OF OCCUPANTS = 181 OCCUPANT LOAD FACTOR TABLE 1004.1.2 OCCUPANT LOADS DETERMINED BY TABLE 1004.1.2 CLASSIFICATION. INDIVIDUAL DESIGNED OCCUPANT LOADS ARE LISTED ON THE PLANS. TOTAL NUMBER OF OCCUPANTS = 181 B EXITS (GENERAL) TABLE 1014.1 AND TABLE 1018.1 MORE THAN ONE MEANS OF EGRESS IS REQUIRED PER TABLE 1014.1. ONLY - THERE ARE THREE EXIS rING MEANS OF EGRESS. EXITS (GENERAL) TABLE 1014.1 AND TABLE 1018.1 MORE THAN ONE MEANS OF EGRESS IS REQUIRED PER TABLE 1014.1. ONLY THERE ARE THREE EXISTING MEANS OF EGRESS. TWO MEANS OF EGRESS IS REQUIRED PER TABLE 1018.1. TWO MEANS OF EGRESS IS REQUIRED PER TABLE 1018.1. SEC 308.5.2 REQUIRES A DIRECT MEANS OF EGRESS FOR DAYCARE ROOM #116 FOR ROOM 116 WILL HAVE ONE DIRECT EXTERIOR MEANS OF EGRESS. CORRIDOR WIDTHS TABLE 1005.1 CORRIDOR WIDTHS TABLE 1005.1 GROUP E CLASSIFICATION RO N REED 507 W MAIN NORTH HALL120A- 33 OCC. X .15 " /OCC. = 4.95" REQ. NORTH HALL120B - 41 OCC. X .15 " /OCC. = 6.15" REQ. NORTH HALL120A- 48" NORTH HALL120B - 48" NORTH HALL120A- 33 OCC. X.2"/OCC. = 6.6" REQ. NORTH HALL120B - 41 OCC. X .2 " /OCC. = 8.2" REQ. NORTH HALL120A- 48" NORTH HALL120B - 48" CENTRAL HALL 122- 0 OCC. EXITING = 0 REQ. WEST HALL 123 - 15 OCC. X. 1 5"IOCC. = 2.25" REQ. CENTRAL HA' L 122- 60" WEST HALL 123 - 48" CENTRAL HALL 122- 0 OCC. EXITING = 0 REQ. WEST HALL 123 -15 OCC. X 27000. = 3.0" REQ. CENTRAL HALL 122- 60" WEST HALL 123 - 48" REXBU RG, ID 83440 LOBBY 124 - 68 OCC. X .15 " /OCC. = 10.2" REQ. LOBBY 124 - 96" LOBBY 124 - 68 OCC. X .2 " /OCC. = 11.6" REQ. LOBBY 124 - 96" SOUTH HALL 125 - 16 OCC. X .15 " /OCC. = 2.4" REQ. SOUTH HALL 125 - 66" SOUTH HALL 125 -16 OCC. X 27000. = 3.2" REQ. SOUTH HALL 125 - 66" EXIT DOOR WIDTHS EXIT DOOR WIDTHS TABLE 1005.1 DOOR 120A = 40 OCC. X .15 " /OCC. = 6.0" REQ. DOOR 120A = 36" TABLE 1005.1 DOOR 120A = 40 OCC. X .2 " /OCC. = 8.0" REQ. DOOR 120A = 36" DOOR 120B = 52 OCC. X .15 " /OCC. = 7.8" REQ. DOOR 1208 = 36" DOOR 120B = 52 OCC. X .2 " /OCC. =10.4" REQ. DOOR 120B = 36" DOOR 121A = 78 OCC. X .15 " /OCC. = 11.7" REQ. DOOR 121A = 36" DOOR 121A = 78 OCC. X .2 " /OCC. =15.6" REQ. DOOR 121A = 36" - DOOR 116A = 10 OCC. X .15 " /OCC. = 1.5" REQ. DOOR 116A = 36" DOOR 116A =10 OCC. X .2 " /OCC. = 2.0" REQ. DOOR 116A = 36" EXIT ACCESS TRAVEL DISTANCE: EXIT ACCESS TRAVEL DISTANCE: FOR I OCCUPANCY DISTANCE NOT TO EXCEED 200' WHERE SPRINKLER SYSTEM ALL CORRIDORS DO NOT EXCEED 200' FOR E OCCUPANCY DISTANCE NOT TO EXCEED 250' WHERE SPRINKLER SYSTEM IS ALL CORRIDORS DO NOT EXCEED 250' TABLE 1015.1 IS PROVICED THROUGHOUT. TABLE 1015.1 PROVIDED THROUGHOUT - - - - CD 7/1/2006 PERMIT /BID SET ----- CORRIDOR CONSTRUCTION: TABLE 1016.1 WITH SPRINKLER SYSTEM NO FIRE RATING REQUIRED NO FIRE RATING PROVIDED OR NEEDED PER TABLE 1016.1 CORRIDOR CONSTRUCTION: TABLE 1016.1 WITH SPRINKLER SYSTEM NO FIRE RATING REQUIRED NO FIRE RATING PROVIDED OR NEEDED PER TABLE 1016.1 DID - - DOORS AND FRAMES: NO FIRE RATED DOORS REQUIRED SINCE CORRIDORS ARE NOT RATED NO FIRE RATED DOORS W'LL BE PROVIDED DOORS AND FRAMES: NO FIRE RATED DOORS REQUIRED SINCE CORRIDOR IS NOT RATED NO FIRE RATED DOORS WILL BE PROVIDED PROJECT NO: B05 -061 CAD DWG FILE: - TABLE 715.3 TABLE 715.3 A EXTERIOR WALLS (BEARING & NONBEARING) TYPE V -B (NO RATED REQUIREMENT) EXISTING CONSTRUCTION TYPE V -B. EXISTING WALLS TO REMAIN EXTERIOR WALLS (BEARING & NONBEARING) TYPE V -B (NO RATED REQUIREMENT) EXISTING CONSTRUCTION TYPE V -B. EXISTING WALLS TO REMAIN DRAWN BY: JP TABLE 601 TABLE 601 CHECKED BY: JGW INTERIOR BEARING WALLS: TAB 601 TYPE V -B (NO RATED REQUIREMENT) EXISTING CONSTRUCTION TYPE V -B. EXISTING BEARING WALLS TO REAMING. INTERIOR BEARING WALLS: TABLE 601 TYPE V -B (NO RATED REQUIREMENT) EXISTING CONSTRUCTION TYPE V -B. EXISTING BEARING WALLS TO REAMING. STRUCTURAL FRAME: TYPE V -B (NO RATED REQUIREMENT) EXISTING CONSTRUCTION TYPE V -B. STRUCTURAL FRAME: TYPE V -B (NO RATED REQUIREMENT) EXISTING CONSTRUCTION TYPE V -B. ATABLE 601 EXISTING STRUCTURAL WALLS TO REMAIN. TABLE 601 - - EXISTING STRUCTURAL WALLS TO REMAIN. COVER SHEET CODE COMPLIANCE PLAN & SUMMARY ---------------------- - - - - -- FLOOR CONSTRUCTION: 601 TYPE V -B (NO RATED REQUIREMENT) EXISTING CONSTRUCTION TYPE V -B. EXISTING FLOOR TO TO REMAIN. FLOOR CONSTRUCTION: TABLE 601 TYPE V -B (NO RATED REQUIREMENT) EXISTING CONSTRUCTION TYPE V -B. EXISTING FLOOR TO TO REMAIN. - TA BL E ROOF CONSTRUCTION: TABLE 601 TYPE V -B (NO RATED REQUIREMENT) EXISTING CONSTRUCTION TYPE V -B. EXISTING ROOF TO REMAIN. ROOF CONSTRUCTION: TABLE 601 TYPE V -B (NO RATED REQUIREMENT) EXISTING CONSTRUCTION TYPE V -B, EXISTING ROOF TO REMAIN. -__ -_ _ 1002 SHEET 2 OF 4 1 2 3 4 5 1 2 DOOR SCHEDULE 4 GENERAL NOTES 3 II 3 C O 0 P E R GENERAL SIZE * REMARKS GENERAL A. ALL ITEMS ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. - I g I HW 101 < Z Q D 3 w = z W_ 1. ALL DOORS SHALL HAVE NEW LEVER TYPE HARDWARE. 2. FIELD VERIFY WIDTH OF EXISTING DOOR OPENINGS. SIZES INDICATED FOR EXISTING OPENINGS ARE ASSUMED BASED ON ORIGINAL CONSTRUCTION DRAWINGS FOR THE BUILDING. DOOR TYPES TYPE A: EXISTING INTERIOR DOOR TO REMAIN TYPE B: 1 3 4" HOLLOW CORE WOOD DOOR WI INTERNAL WNDOW W/ WOOD FRAME. B. ALL DEMOLISHED MATERIALS ARE TO BE LEGALLY DISPOSED OF OFF SITE. C. CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL DEMOLITION WORK WITH MECHANICAL AND ELECTRICAL TRADES. D. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING & BRACING REQUIRED TO SAFELY CARRY OUT THE WORK OF THIS CONTRACT. R O BERT S S I M 0 N S E N FIRST LEVEL I _ _ D x I 0 1 ..• 10 1 3 IS 2 x 6 4 5 q A 3 5 5 TYPE C: EXISTING EXTERIOR DOOR TO REMAIN, TYPE D: 1 3 4" HOLLOW CORE WOOD DOOR WITH WOOD FRAME. TYPE E: 1 %" HOLLOW CORE WOOD POCKET DOOR WITH HVY HARDWARE REMARKS: R1 PROVIDE LEVER STYLE HANDLES ON ALL DOORS. R2 PROVIDE NEW WEATHERSTRIPPING, THRESHOLD, AND GASKETS FOR EXTERIOR DOORS WHERE NEEDED. R3 PROVIDE PRIVACY LOCK TYPE DOOR HARDWARE (F -76) R4 PROVIDE OFFICE FUNCTION TYPE DOOR HARDWARE (F -81) R5 - PROVIDE UTILITY FUNCTION TYPE DOOR HARDWARE (F -86) R6 - PROVIDE PASSAGE TYPE DOOR HARDWARE (F -75) R7 - PROVIDE DEAD BOLT FOR EXTERIOR DOOR R8 - PROVIDE AND INSTALL STANLEY HVY POCKET DOOR HARDWARE # 403925, BI- PARTING BRACKET # PDF250N -05 / CDN767 , 2 X DOOR STOP # BP250- 77/115CDN, & 2 X POCKET DOOR PULL # 404030 E. WHE'2E ANY ITEM IS INDICATED TO BE REMOVED, WORK OF THIS CONTRACT INCLUDES PATCH &AND REPAIR OF ALL FINISHES DAMAGED OR OTHERWISE IMPACTED BY THIS WORK, WHETHER OR NOT SUCH REPAIR IS SPECIFICALLY IDENTIFIED IN DRAWINGS. PATCH AND REPAIR INCLUDES, BUT IS NOT LIMITED T0: p 1. REMOVE PAINT, CAULK, FASTENERS, AND OTHER RESIDUE FROM FINISH SURFACES EXPOSED BY DEMOLITION. FILL HOLES AND VOIDS WITH MATCHING MATERIALS AS APPROVED BY THE ARCHITECT. 2. WHERE DEMOLITION WORK EXPOSES UNFINISHED SURFACES, PROVIDE NEW FINISHES TO MATCH ADJACENT FINISH SURFACES AS APPROVED BY ARCHITECT. NEW FINISHES ARE TO BE SUBSTANTIALLY SIMILAR IN CHARACTER AND QUALITY WITH ADJACENT FINISHES. F. DEMOLITION WORK OF THIS CONTRACT INCLUDES INCIDENTAL REMOVAL AND /OR MODIFICATION OF MINOR FEATURES NOT SPECIFICALLY INDICATED IN THE DRAWINGS, BUT REQUIRED IN ORDER TO ACCOMMODATE THE FINISHED AND FUNCTIONAL DESIGN. G. ALL DIMENSIONS SHOWING EXISTING CONDITIONS ARE TO BE FIELD VERIFIED BY CONTRACTOR. ARCH I T E C TURE wmwgv I 151 NORTH RIDGE, SUITE 260 IDAHO FALLS, IDAHO 83402 (208) 524 -4621 FAX (208) 523 - 3681 WWW. CRSARCHITECTS .COM IOIA B 3' -0" 6' -8" N/A RI R4 102 B 3' -0" 6' -8" N/A RI R4 103A B 3' - 0 " 6' -8" N/A RI R4 104A • A N/A RI R3 105A •_ A WA RI R3 106 B 3' - 0 " 6' - 8" WA RI R6 106 B �l 3 -0 6 WA RI R6 IOTA B 3' -0" 6' -8" N/A RI {�6 1018 D 2' -10" 6 -8" N/A RI R3 R6 108A B 3' - 0 " ' -" 68 N/A RI R6 108 D 2' -10" 6' -8" N/A RI R3 10 E 6' - O" 6' -8" N/A R8 IOCIA B 3' -0" 6-8" N/A RI R6 6 5 H. UNLESS OTHERWISE NOTED INTERIOR DOORS SHALL BE LOCATED TO PROVIDE 4" BEHIND HINGES SIDE OF DOOR TO INSIDE CORNER OF WALLS. IOgB B 3' -0" 6' -8" N/A RI R6 IOgG D 2' -10" 6' -8" N/A RI R3 IO I. NOT USED J. NOT USED - IIOA B 3' - 0 " 6' -8" WA RI R6 IIOB D 2' -10" 6' -8" N/A RI R3 IIIA B 3' -0" 3' -0" 6' -8" B" WA RI R6 IIIB D 2' - 10" 6' - 8 " WA RI R3 - K. NEW WALL CONSTRUCTION SHALL BE 2X4 OR STEEL STUD EQUIVALENT WITH 5/8" GYPSUM BOARD 112A B 3' -0" 6' -8" N/A RI R4 (_ ... _ ° 2 6 ° EACH SIDE. PLUMBING WALLS SHALL BE 2X6 CONSTRUCTION. L. NOT USED M. COORDINATE CABINET /MILLWORK CONFIGURATION WITH OWNER FOR KITCHEN, STAFF ROOMS, BATH ROOMS & RECEPTION DESK. - = 113A B 3' -0" 6' -8" N/A RI R4 114A B 3' - 0 " 6' -8" N/A RI R4 115A • A N/A RI R5 116A B 3' -0" 6' -8" N/A RI R6 _ 116B • G N/A RI R2 R7 8 L / o _ IIIA • A N/A RI R4 118A B 3' -0" 6' - 8 " WA RI R4 INA B 3' - 0 " 6' -S" N/A RI R4 15 - - 120 • G N/A RI R2 RI x O - 120E3 • G WA RI R2 RI 121A • G • WA RI R2 Rl C ° - 1218 • G • N/A RI R2 RI O PLAN REFERENCE NOTES C FINISHES SUMMARY 1. REMOVE EXISTING DOOR AND FRAME. PREPARE OPENING TO RECEIVE NEW DOOR AND FRAME. INSTALL DOOR AND FRAME. - FLOORS CARPET IN ALL CLASSROOMS, THERAPY ROOMS, OFFICES, STAFF ROOMS, AND RECEPTION. COORDINATE WITH OWNER DEMOLITION P LAN C 1 1l8 " =1' 0" = 11, n z COMMERICIAL VINYL IN ALL BATHROOMS, KITCHEN, HALLS AND LOBBY. COORDINATE WITH OWNER. BASE: CARPET BASE IN AREAS WHERE CARPET OCCURS. 4" RUBBER BASE WHERE VINYL FLOORING OCCURS. WALLS: ALL NEW AND EXISTING WALL SURFACES TO BE PRIMED AND PAINTED WITH 2 FINISH COATS OF PAINT. CEILING: ALL NEW AND EXISTING CEILING SURFACES TO BE PRIMED AND PAINTED WITH 2 FINISH COATS OF PAINT. 2. REMOVE EXISTING DOOR AND FRAME. PREPARE OPENING TO RECIEVE NEW DOOR AND FRAME WITH RE- ALIGNED DOOR SWING. 3. CUT NEW OPENING IN EXISTING WALL FOR NEW DOOR / WINDOW. 4. REMOVE CABINETS, SHELVING, AND ETC. 5. REMOVE EXISTING PLUMBING FIXTURE. RECONFIGURE SUPPLY AND WASTE RUNS TO ACCOMODATE NEW FIXTURE LAYOUT AS SHOWN ON CONSTRUCTION PLANS. LICENSED ARCHITECT AR -13$0 AEFPBASE - 098 6. REMOVE EXISTING WALL SECTIONS 7. INSTALL NEW DOOR AND FRAME. COORDINATE WITH DOOR SCHEDULE. r1iAL.tAt,,E N OPER II 1/2" 12 & \ 8. REMOVE EXISTING CASEWORK & DESK 9. REMOVE EXISTING STORAGE SHELVING AND SALVAGE TO OWNER. STATE OF IDAHO O 1168 10. RELOCATE FLOOR MOUNTED AND ELECTRICAL DATA PHONE RECEPTACLES INTO NEW WALLS SHOWN CHILD AND ON CONSTRUCTION PLAN. SPACE RECEPTACLES 10' -0" O.C. MAX IN NEW WALLS. F AMILY RESOURCE 9' 23 14 W E 7'4 ° a' -s 112" 14' 10' 11. REMOVE EXISTING WINDOW AND WALL SECTION BELOW FOR INSTALLATION OF NEW WINDOW AND EXTERIOR DOOR. REFER TO BID OPTIONS LISTED ON SHEET G1002. THERAPY 1 113 l l 24 2q 113 B _ B 21-l" 120 C CLASSROOM 1 108 I „� , I 26 I 1o8c = E CLASSR OM 2 � - 107 ( THERAPY 2 114 114 B - - - -- 108 B T -1 112" 1 DB on - "•�- OQ 1078 D ^, V � UTILITY D DA 115 23 24 115 I A 19 5 5-4A - - -- 31 2g 1096 109 D E2 I B I I 28 8� I „n 3o I CLASSROOM 3 V � 3' -B" 1 109 I I A 30 I CARE KITCHEN THERAPY 3 11s l 117 28 118 24 116 117 ri 8 2g 24 B A Il 1208 x 4' -91x2" 4'-0 1r2" T- 51/2" (, -- - -- -- - 1q l� I 1132 2 v 111 I STAFF I 21 1118 B ( 112 D 196 28 O \ _ - - 6Q - - - I8 n •n CLASSROOM 4 cl 20 AEI 28 110 1a' -o vz" 2s CLASSROOM 5 111 _ - - - 28 21/8" GAP BETWEEN 2 X 4 WALLS USE STANLEY POCKET DOOR 12. INSTALL NEW SLIDER TYPE VINYL WINDOW N�ATCH SIZE OF EXISTING WINDOW IN ROOM 113. 13. NEW CONCRETE STAIR AND LANDINGS. STAIR RISERS SHALL HAVE MAX HEIGHT OF 7 ". TREADS SHALL HAVE WNIMUM DEPTH OF 11 ". STAIR RAIL AND LANDING SHALL COMPLY WITH 2003 IBC SECTION 1009, REFER TO BID OPTIONS LISTED ON SHEET G1002 B 14. NEW WASH I DRYERS. PROVIDE NEW SUPPLY, WASTE, AND VENTING AS NECESSARY. COORDINATE LOCATION WITH OWNER. 15. REMOVE EXISTING DOOR UNIT. 16. NEW 15" DEEP HARDWOOD BENCH WITH METAL BRACKETS 16" O.C. TO CONFORM TO THE CONTOUR OF THE ADJACENT WALL. SEE BENCH SECTION C2 AE102 17. INFILL EXISTING DOOR OPENING. 18. NEW VANITY SINKS AND CABINET. VANITY HEIGHT SHALL BE 28 CONNECT TO NEW SUPPLY, WASTE, AND VENT SYSTEM, SUPPLY NEW PLUMBING AND VENTING AS REQUIRED. 19. NEW TOILET. CONNECT TO NEW SUPPLY AND WASTE VENT SYSTEM, SUPPLY NEW PLUMBING, AND VENTING AS REQUIRED. PROVIDE 18" CLEAR EACH SIDE FROM CENTER OF BOWL. 20. NEW VANITY SINKS AND CABINET. VANITY HEIGHT SHALL BE 34" CONNECT TO NEW SUPPLY, WASTE, AND VENT SYSTEM, SUPPLY NEW PLUMBING AND VENTING AS REQUIRED. CENTER 316 NORTH 3RD EAST REXBU RG, ID 83440 R O N REED 507 W MAIN REXBURG, ID 83440 16' -11/2 - 01 - - - - - 8 - - - ( STAFF /COPY 32 HARDWARE # 403925 X 2 2X4 BLOCKING @EACH PAIR CF WALL STUDS INSTALL ACCORDING TO MFG FASTED W/ FOUR 16D NAILS @ EACH END. 21. NEW TOILET. RECONFIGURE SUPPLY, WASTE, AND VENTING FROM REMOVED FIXTURES FOR NEW FIXTURE LOCATIONS. PROVIDE 18" CLEAR EACH SIDE FROM CENTER OF BOWL. 28 32 _ 4 TlAol 23 MAIN OFFICE A 1 107 B 14' -11" s' OFFICE 102 8' -s 1/2° 109 B , _ 31 5' -51/2" 2' -5" v 102 - - - B 103 B i I 28 RECEPTION 1031 _ B I� I i 119 1 5 o I I 119 - 6 10 " BI , X 102 DF 1 TIBUL 121 121 C 23 2 MEN® 105 106B h B 195 � A 106 25 B 104 l A W ANS D CLASSROOM 6 2 104 O 106 JAMB STIFFENER (INCLUDED IN HARDWARE PACK INSTALL PER MFG. 3' 0" X 6' 8" X 13/4" POCKET DOOR X 2 PANEL TO MATCH ADJACENT ROOM DOORS 2 X 4 STUD WALL 2 X 4 STUD WALL 22. NEW RECEPTION CASE WORK, COORDINATE WITH OWNER 23. EXISTING WALL TO REMAIN TYP. 24. EXISTING DOOR TO REMAIN TYP. 25. EXISTING BATHROOM TO REMAIN 26. DOUBLE 2 X 4 WALL WITH GAP APPROPRIATE FOR T -0" X 6' -8" POCKET DOOR WITH STANLEY POCKET DOOR HARDWARE #403925 AND DOOR PANEL TO MATCH DOORS OF ADJECENT ROOMS. CENTER DOOR IN WALL. ALIGN STUDS IN EACH WALL. A 27. DRINKING FOUNTAIN TO REMAIN IN EXISTING LOCATION. 28. NEW 2 X 4" STUD WALL WITH "GYP BOARD BOTH SIDES TYP. - - - CD 7/1/2006 PERMIT /BID SET DD - - PROJECT NO: B05 -061 CAD DWG FILE: DRAWN BY: JP CHECKED BY: GW FLOOR PLAN \ - AI 29. INSTALL NEW ILLUMINATED EXIT SIGNS IN ACCORDANCE WITH 2003 IBC SECTION 1011 30. NEW 2" X 6" STUD PLUMBING WALL WITH Y " GYP BOARD BOTH SIDES. DEMOLITION P LA N AEb2 31. NEW FIRE EXTINGUSHER IN CABINET SEE DETAILS A3 &A4 SHEET AE102 FOR HEIGHTS SEE PLAN FOR PLACEMENT. EXTINGUISHERS TO BE NO MORE THAN 75 FEET MAX TRAVEL FROM ANY ONE POINT. 32. ALIGN NEW WALL WITH FACE OF EXISTING WALL. CONSTRUCTION PLAN Al 1l8 " =1' o" ao Z POCKET DOOR WALL DETAIL A4 " = 1' 0" AE 1 AEFPBASE -098 2 4 AEFPBASE -098 5 S HEET 3 OF 4 2 PI I NDO' 1 TYPr :5 4 GENERAL N T E 0 S C O O P E R A. ALL ITEMS ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. B. ALL DEMOLISHED MATERIALS ARE TO BE LEGALLY DISPOSED OF OFF SITE. R 0 B E R T S C. CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL DEMOLITION WORK WITH MECHANICAL AND J� G D E J' ELECTRICAL TRADES. S I M O N S E N 5' -4" 4' -10" 4' -O" 2' -6" 6' -O" D. CONTRACTOR IS RESPONSIBLE FOR ALL 3)HORING & BRACING REQUIRED TO SAFELY CARRY OUT THE 7.1 WORK OF THIS CONTRACT. D _ _ _ = Q d D a �_ - O �r 9 j m m cn m Q m IG m m ---► E L- E. WHERE ANY ITEM IS INDICATED TO BE REMOVED, WORK OF THIS CONTRACT INCLUDES PATCH & AND REPAIR OF A'_L FINISHES DAMAGED OR OTHERWISE IMPACTED BY THIS WORK, WHETHER OR NOT SUCH REP /SIR IS SPECIFICALLY IDENTIFIED IN DRAWINGS. PATCH AND REPAIR INCLUDES, BUT IS NOT LIMITED T0: D 1. REMOVE PAINT, CAULK, FASTENERS, AND OTHER RESIDUE FROM FINISH SURFACES EXPOSED ARCHITECTURE TG LE TG TG BY DEMOLITION. FILL HOLES AND VOIDS WITH MATCHING MATERIALS AS APPROVED BY THE ARCHITECT. _ IG - v 5 4' -6" " 2' -2" 5' -811 2. WHERE DEMOLITION WORK EXPOSES UNFNISHED SURFACES, PROVIDE NEW FINISHES TO MATCH ADJACENT FINISH SURFACES AS APPROVED BY ARCHITECT. NEW FINISHES ARE TO BE - _ 3 1_ 8 1. �� �- > SUBSTANTIALLY SIMILAR IN CHARACTER ANA QUALITY WITH ADJACENT FINISHES. 151 NORTH RIDGE, SUITE 260 FINISH FLOOR F. DEMOLITION WORK OF THIS CONTRACT INCLUDES INCIDENTAL REMOVAL AND /OR MODIFICATION OF IDAHO FALLS, IDAHO 83402 (208) 524 -4621 MINOR FEATURES NOT SPECIFICALLY INDICX ED IN THE DRAWINGS, BUT REQUIRED IN ORDER TO ACCOMMODATE THE FINISHED AND FUNCTIONAL DESIGN. FAX (208) 523 -3681 WWW.CRSARCHITECTS.COM TYPE 'A' TYPE 'B' TYPE 'C' TYPE 'D' TYPE 'E' G. ALL DIMENSIONS SHOWING EXISTING CONDITIONS ARE TO BE FIELD VERIFIED BY CONTRACTOR. FIXED SLIDING MATCH ADJACENT WINDOW IN ROOM 113 FIXED EXTERIOR OPERABLE SLIDING H. UNLESS OTHERWISE NOTED INTERIOR DOORS SHALL BE LOCATED TO PROVIDE 4" BEHIND HINGES EXTERIOR OPERABLE SLIDING MATCH HEIGHT OF EXISTING WINDOWS SIDE OF DOOR TO INSIDE CORNER OF WALLS. ON EAST SIDE OF BUILDING. _ I. NOT USED J. NOT USED - _ 1' 6" 1' 6" 1' 6" K. NEW WALL CONSTRUCTION SHALL BE 2X4 OR STEEL STUD EQUIVALENT WITH 5/8" GYPSUM BOARD - - UD WALL EACH SIDE. PLUMBING WALLS SHALL BE 2X6 CONSTRUCTION. - . r - o SOLID WOOD BLOCKING L. NOT USED - _ ci O \-10/ __N v I /a HARD WOOD VENEER PLYWOOD STAINED AND FINISHED GENERAL DOOR NOTES; GENERAL WINDOW NOTES: M. COORDINATE CABINET /MILLWORK CONFIGURATION WITH OWNER FOR KITCHEN, STAFF ROOMS, BATH ROOMS & RECEPTION DESK. _ 2 1 1 %" HARD WOOD EDGING STAINED AND FINISHED TO MATCH TOP / 1. THE GENERAL INTENT OF DETAILS SHALL, IN ALL CASES, BE FOLLOWED AND THE ARCHITECT CONSULTED 1. THE GENERAL INTENT OF DETAILS SHALL, IN ALL CASES, BE FOLLOWED AND THE ARCHITECT CONSULTED - - - SHOULD QUESTIONS ARISE. SHOULD QUESTIONS ARISE. o 2. DOORS TO BE SET TO CLEAR FINISHED FLOOR 2. INTERIOR WINDOWS SHALL HAVE WOOD TRIM CASING _ SURFACES BY 1/2 ". TO MATCH EXISTING WINDOW CASINGS C • • HARDWOOD BACKING BLOCK Ya" X 1 Y2" BAR STOCK STEEL BRACKET - PAINTED BLACK SPACE @ 18" O.C. MAX. 3. THE CONTRACTOR SHALL FIELD VERIFY ALL FRAME /DOOR DIMENSIONS. 3. EXTERIOR WINDOWS SHALL BE VINYL TO MATCH EXISTING WINDOWS AND CASINGS. O P LAN REFERENCE NOTES C op C9 FASTED WITH LAG SCREWS THROUGH PRE DRILLED 4. IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT DOORS TO ROOMS WHERE VARIOUS WORK IS TAKING 4. MODIFY EXISTING WALL FINISHES WHERE NEW WINDOWS ARE INSTALLED TO MATCH ADJACENT WALL - • • HOLES IN STEEL BRACKET - SOLID WOOD BLOCKING PLACE. DOORS MAY BE REMOVED AND STORED OR PROTECTED BY OTHER MEANS. FINSHES. 1, REMOVE EXISTING DOOR AND FRAME. PREPARE OPENING TO RECEIVE NEW DOOR AND FRAME. - GENERAL WINDOW NOTES: INSTALL DOOR AND FRAME. _ 5. PROVIDE NEW DOOR CASING TRIM TO MATCH EXISTING - IS DOOR CASING TRIM. 2. REMOVE EXISTING DOOR AND FRAME. PREPARE OPENING TO RECEEVE NEW DOOR AND FRAME WITH - - 20 2' 2' TG = TEMPERED GLASS RE- ALIGNED DOOR SWING. - IG = DOUBLE PANE Y" GLASS INSULATED GLASS 3. CUT NEW OPENING IN EXISTING WALL FOR NEW DOOR / WINDOW. ENLARGED BATH ROOM PLAN BENCH SECTION TYP L E = LOW "E "COATINONSURFACE2 4. REMOVE CABINETS, SHELVING, AND ETC. LICENSED ARCHITECT 1 C2 AR -1380 1/4 " =1' 0" 1" =1'- 0" 5. REMOVE EXISTING PLUMBING FIXTURE. RECONFIGURE SUPPLY AND WASTE RUNS TO ACCOMODATE NEW FIXTURE LAYOUT AS SHOWN ON CONSTRUCTION PLANS. AEFPBASE - 098 AEFPBASE - 098 6. REMOVE EXISTING WALL SECTIONS 7. INSTALL NEW DOOR AND FRAME. COORDINATE WITH DOOR SCHEDULE. r1iAUAV N o PER II DOOR T1 r'S T 8. REMOVE EXISTING CASEWORK & DESK STATE OF IDAHO 9. REMOVE EXISTING STORAGE SHELVING AND SALVAGE TO OWNER. 10. RELOCATE FLOOR MOUNTED AND ELECTRICAL DATA PHONE RECEPTACLES INTO NEW WALLS SHOWN CHILD AND T -6" ON CONSTRUCTION PLAN. SPACE RECEPTACLES 10' -0" O.C. MAX IN NEW WALLS. FAMILY RESOURCE 11. REMOVE EXISTING WINDOW AND WALL SECTION BELOW FOR INSTALLATION OF NEW WINDOW AND o EXISTING INTERIOR 1 3 /4" SOLID GORE EXISTING EXTERIOR I % SO LID GORE EXISTING EXTERIOR 1 3 /4" SOLID GORE EXTERIOR DOOR. REFER TO BID OPTIONS LISTED ON SHEET G1002. C ENTER 16 I I - j N DOOR DOOR W/ INTERNAL GLASS DOOR WOOD DOOR W/ HOLLOW GORE METAL DOUBLE POCKET WINDOW W/ WOOD WOOD FRAME DOOR DOOR 12. INSTALL NEW SLIDER TYPE VINYL WINDOW MATCH SIZE OF EXISTING WINDOW IN ROOM 113. I FRAME 316 NORTH 3RD EAST 13. NEW CONCRETE STAIR AND LANDINGS. STAIR RISERS SHALL HAVE MAX HEIGHT OF 7 ". TREADS SHALL REXBU RG, ID 83440 N HAVE MINIMUM DEPTH OF 11 ". STAIR RAIL AND LANDING SHALL COMPLY WITH 2003 IBC SECTION 1009. / / N REFER TO BID OPTIONS LISTED ON SHEET G1002 CrJ B 1 FO B 14. NEW WASHER / DRYERS. PROVIDE NEW SUPPLY, WASTE, AND VENTING AS NECESSARY. 1'- 111/2" 2'- 101/2" 0 COORDINATE LOCATION WITH OWNER. 15. 15. REMOVE EXISTING DOOR UNIT. /� 16 1' -6° 11 e. - � 1 ' -6 " - TO m TG 16. NEW 15" DEEP HARD WOOD BENCH WITH METAL BRACKETS 16" O.C. TO CONFORM TO THE CONTOUR OF THE ADJACENT WALL. SEE BENCH SECTION C2 .aE102 RON REED Iq 17. INFILL EXISTING DOOR OPENING. 507 W MAIN REXBURG, ID 83440 18. NEW VANITY SINKS AND CABINET. VANITY HEIGHT SHALL BE 28" CONNECT TO NEW SUPPLY, WASTE, ENLARGED STAFF & BENCH PLAN 20 TYPE ' �'� 'B' TYPE 'C' TYPE 'D' TYPE 'E' TYPE 'F' AND VENT SYSTEM, SUPPLY NEW PLUMBING AND VENTING AS REQUIRED. B 1 19. NEW TOILET. CONNECT TO NEW SUPPLY AND WASTE VENT SYSTEM, SUPPLY NEW PLUMBING, AND VENTING AS REQUIRED. PROVIDE 18" CLEAR EACH SIDE FROM CENTER OF BOWL. • AEFPBASE -098 � • 20. NEW VANITY SINKS AND CABINET, VANITY HE, 3HT SHALL BE 34" CONNECT TO NEW SUPPLY, WASTE, AND VENT SYSTEM, SUPPLY NEW PLUMBING AND VENTING AS REQUIRED. • O ° CENTER BETWEEN STUDS 21. NEW TOILET. RECONFIGURE SUPPLY, WASTE, AND VENTING FROM REMOVED FIXTURES FOR NEW • (2) LAYERS 5/8" GYPSUM FIXTURE LOCATIONS. PROVIDE 18" CLEAR EACH SIDE FROM CENTER OF BOWL. CO Iq A�4 BOARD 22. NEW RECEPTION CASE WORK, COORDINATE WITH OWNER. CD 7/1/2006 PERMIT /BID SET 2 AE102 5/8" GYPSUM BOARD 23. EXISTING WALL TO REMAIN TYP. DID - - 220 24. EXISTING DOOR TO REMAIN TYP. PROJECT NO: 805 -061 CAD DWG FILE: - 25. EXISTING EATHROOM TO REMAIN DRAWN BY: JP oo Iq FIRE EXTINGUISHER 26. DOUBLE 2 X 4 WALL WITH GAP APPROPRIATE FOR T - 0" X 6' - 8" POCKET DOOR WITH STANLEY POCKET CHECKED BY: GW GABINET DOOR HARDWARE #403925 AND DOOR PANEL TO MATCh DOORS OF ADJECENT ROOMS. CENTER DOOR IN WALL. ALIGN STUDS IN EACH WALL. ______ A o0 - -- 27. DRINKING FOUNTAIN TO REMAIN IN EXISTING LOCATION. `�' • METAL OR WOOD FRAMING 28. NEW 2" X 4" STUD WALL WITH Y2 " GYP BOARD BOTH SIDES TYP ENLARGED PLAN 29. INSTALL NEW ILLUMINATED EXIT SIGNS IN ACCORDANCE WITH 2003 IBC SECTION 1011 DETAIL /SCHEDULES A3 FIRE EXTINGUISHER GABINET AE102 30. NEW " X " 2 6 STUD UD PLUMBING WALL WITH " GYP BOARD BOTH SIDES. 31. NEW FIRE EXTINGUSHER IN CABINET SEE DETAILS A3 &A4 SHEET AE102 FOR HEIGHTS SEE PLAN FOR PLACEMENT. EXTINGUISHERS TO BE NO MORE THAN 75 FEET MAX TRAVEL FROM ANY ONE POINT. 32. ALIGN NEW WALL WITH FACE OF EXISTING WALL. a Al ENLARGED RECEPTION PLAN 1/4 " =1' -0" ENLARGED BATH ROOM PLAN A2 1/4 " =1' -0" FIRE EXTINGUISHER ELEV. A3 3 /4 " =I' -®" FIRE EXTINGUISHER SEC. A AEl 02 1 AEFPBASE -098 2 AEFPBASE -098 3 10000 -16 10000-08 10000 -08 SHEET 4 OF 4 5