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Home My WebLink AboutPLANS - F22-00172 - Fremont County Adult Detention CenterGENERAL SYMBOLS ??? ? ? ??? SIM ??? ? ? ??? ? ??? ??Ea s t XX/ A11.X 1 ? ? 1t ? DESCRIPTION DETAIL NUMBER SHEET NUMBER CROSS REFERENCE WALL SECTION SIMILAR OR TYPICAL REFERENCE DETAIL REFERENCE BUILDING SECTION BUILDING ELEVATION INTERIOR ELEVATION CASEWORK ELEVATION KEYNOTE COLUMN GRID LINE ROOM NUMBER/NAME DOOR NUMBER / INTERIOR WINDOW EXTERIOR WINDOW NUMBER WALL TYPE REVISION NUMBER EARTH GRAVEL SAND CONCRETE PRECAST CONCRETE STEEL GYM FLOOR WOOD (CONTINUOUS BLOCKING) WOOD (NON-CONTINUOUS BLOCKING) WOOD (TRIM/FINISH) GLASS CONCRETE MASONRY UNIT BRICK VENEER STEEL (LARGE SCALE) PLYWOOD (LARGE SCALE) GYPSUM WALL BOARD BATT INSULATION RIGID INSULATION SPRAY FOAM INSULATION FIRE SAFING INSULATION PROTECTION BOARD CARPET (LARGE SCALE) ACOUSTIC TILE (LARGE SCALE) TILE (LARGE SCALE) ?? ROOM NAME XXX PROPERTY LINE LOT LINE EASEMENT LINE BUILDING LINE, EXISTING BUILDING LINE, NEW W/DOOR OPENING AND STRUCTURAL STOOP PRIMARY CONTOUR, EXISTING PRIMARY CONTOUR, NEW SECONDARY CONTOUR, EXISTING SECONDARY CONTOUR, NEW SLOPE, PAVEMENT DRAINAGE DITCH OR SWALE STREET CENTERLINE CURB, THICKENED EDGE CURB, EXISTING CURB, NEW PAVING CONTRACTION JOINT PAVING KEYED CONSTRUCTION JOINT PAVING TIED CONSTRUCTION JOINT PAVING EXPANSION JOINT FENCE, SECURITY FENCE, BARBED WIRE FENCE, CHAIN LINK FENCE, WOOD SEED LIMIT SOD LIMIT STORM DRAIN SUBDRAIN SUBDRAIN, PERFORATED SANITARY SEWER FORCE MAIN WATER FIRE GAS HIGH PRESSURE STEAM MEDIUM PRESSURE STEAM LOW PRESSURE STEAM UNDERGROUND ELEC/TELEPHONE OVERHEAD POWER LAWN SPRINKLER HOT LINE LAWN SPRINKLER LATERAL 100 100 99 99 1% SLOPE DOWN KCJ KCT EJ xx xx xx xx x x x x SD S FM W F G HPS MPS LPS UGE/UGT OHP HOT LAT AREA INLET CURB INLET MANHOLE OBSERVATION RISER HEAD WALL FLARED END CLEAN OUT CAP THRUST BLOCK VALVE POST INDICATOR VALVE REDUCER MAGNESIUM ANODE DIELECTRIC COUPLING CATHODIC TEST STATION FIRE HYDRANT POWER POLE LIGHT POLE TELEPHONE MANHOLE TELEPHONE BOX SPRINKLER HEAD, 360° SPRINKLER HEAD, 270° SPRINKLER HEAD, 180° SPRINKLER HEAD, 90° QUICK COUPLING TREE, EXISTING DECIDUOUS TREE, EXISTING CONIFER SHADE TREE ORNAMENTAL TREE DECIDUOUS TREE SHRUB CLIPPED SHRUB X' X" QC FH A PIV CO OR SITE SYMBOLS A C - 0 0 1 A - LEGEND C I V I L A B B R E V I A T I O N S CENTER LINEPROPERTY OR R/W LINEEASEMENT LINESTREET MONUMENT LINEWIRE FENCECONTOUR LINESPOT ELEVATIONBANK SLOPESSTORM DRAIN LINEWATER LINE GAS LINETELEPHONE CABLE UNDERGROUND ELECTRICASPHALT PAVING FIRE HYDRANTWATER VALVEWATER METER STORM DRAIN CATCH BASINSTORM DRAIN INLET(S)UTILITY POLE & ANCHORSTRUCTURECURB & GUTTERSIDEWALKRAILROAD TRACKSGUARD RAILSECTION CORNERMONUMENTBENCH MARK SIGN POWER POLE B A C K B K B O U N D A R Y B D R Y B E G I N N I N G / B E G I N B E G B E G I N C U R B R E T U R N B C R A L T E R N A T E A L T A P P R O X I M A T E L Y A P P R O X A S P H A L T A S P A S P H A L T C E M E N T A C 42504250 EXISTINGPROPOSED L L B L I N L T L W L m M A T L M A X M K R M H M I M I S C M O N N N o O D O - O O F F R E V O R I G P V M T P C P C C P E R F P I P L o r P P O B P P P R C P R O J P R O P P T P S C P V C Q T Y R R C P R D R E F R E I N F R E Q D R E V R P R R R T R / W G A L V G A L V A N I Z E D G M G A S M E T E R G R D G R O U N D H D W L H E A D W A L L H & T H U B A N D T A C K H O R I Z H O R I Z O N T A L H W L H I G H W A T E R L E V E L H W Y H I G H W A Y H Y D H Y D R A N T I D I N S I D E D I A M E T E R I E I N V E R T E L E V A T I O N I R R I R R I G A T I O N I N V I N V E R T J C T J U N C T I O N T T O W N S H I P , T E L E P H O N E T A N T A N G E N T T B C T O P B A C K C U R B T E M P T E M P O R A R Y T E L T E L E P H O N E / T E L E G R A M T P T E L E P H O N E P O L E T Y P T Y P I C A L U B C U N I F O R M B U I L D I N G C O D E S V C V E R T I C A L C U R V E V E R T V E R T I C A L V O L V O L U M E V P I V E R T I C A L P O I N T O F I N T E R S E C T I O N V P C V E R T I C A L P O I N T O F C U R V E V P T V E R T I C A L P O I N T O F T A N G E N C Y W W E S T / W A T E R W M W A T E R M E T E R X I N G C R O S S I N G X S E C C R O S S I N G S E C T I O N S S O U T H S A N S A N I T A R Y S C H E D S C H E D U L E S D S T O R M D R A I N S E C S E C T I O N S H T S H E E T S L B & M S A L T L A K E B A S E & M E R I D I A N S P E C S S P E C I F I C A T I O N S S Q S Q U A R E S S S A N I T A R Y S E W E R S T S T R E E T S T L S T E E L S T A S T A T I O N S T D S T A N D A R D S T R U C T S T R U C T U R E R I G H T O F W A Y R I G H T / R O U T E R A I L R O A D R E F E R E N C E P O I N T / R A D I U S P O I N T R E V I S I O N R E Q U I R E D R E I N F O R C E D R E F E R E N C E R O A D R E I N F O R C E D C O N C R E T E P I P E R A N G E / R A D I U S Q U A N T I T Y P O L Y V I N Y L C H L O R I D E P O I N T O F S P I R A L C U R V E P O I N T O F T A N G E N C Y P R O P E R T Y P R O J E C T P O I N T O F R E V E R S E C U R V E P O W E R P O L E P O I N T O F B E G I N N I N G P R O P E R T Y L I N E P O I N T O F I N T E R S E C T I O N P E R F O R A T E D P O L Y E T H E L E N E P O I N T O F C O M P O U N D C U R V A T U R E P O I N T O F C U R V A T U R E P A V E M E N T O R I G I N A L O F F I C E R E V I S I O N O U T S I D E T O O U T S I D E O U T S I D E D I A M E T E R N U M B E R N O R T H M O N U M E N T M I S C E L L A N E O U S M I L E M A N H O L E M A R K E R M A X I M U M M A T E R I A L M E T E R L O W W A T E R L E V E L L E F T L I N E A R / L I N E A L P O U N D L E N G T H B K F L B A C K F I L L A B U T A B U T M E N T G A S G B L D G B U I L D I N G B L M B U R E A U O F L A N D M A N A G E M E N T B M B E N C H M A R K B O T B O T T O M B R G B E A R I N G B S M T B A S E M E N T B T W N B E T W E E N C A L C C A L C U L A T E D C B C A T C H B A S I N C C W C O U N T E R C L O C K W I S E C - C C E N T E R T O C E N T E R C & G C U R B A N D G U T T E R C F S C U B I C F E E T P E R S E C O N D C L S C L A S S C I P C A S T I R O N P I P E C M P C O R R U G A T E D M E T A L P I P E C M P A C O R R U G A T E D M E T A L P I P E - A R C H C O B C L E A N O U T B O X C O L C O L U M N C O N C C O N C R E T E C O N S T C O N S T R U C T C O R C O R N E R C E N C E N T E R C U C U B I C C U L V C U L V E R T C W C L O C K W I S E ° D E G R E E D E T D E T A I L D I A D I A M E T E R D I P D U C T I L E I R O N P I P E D I S T D I S T A N C E D N D O W N D W G D R A W I N G E E A S T E C R E N D C U R B R E T U R N E L E V E L E V A T I O N E L E C E L E C T R I C / E L E C T R I C A L E M B E M B A N K M E N T E O E D G E O F O I L E S T E S T I M A T E E X I S T E X I S T I N G F E N F E N C E F D F O U N D F D N F O U N D A T I O N F I N F I N I S H F L O R F F L O W L I N E F L R F L O O R F L G F L A N G E F T F E E T F T G F O O T I N G IRRIGATION LINE A R V A I R R E L E A S E V A L V E T H T E S T H O L E B O F B O T T O M O F F O O T I N G T O C T O P O F C O N C R E T E W P W O R K P O I N T c m C E N T I M E T E R C o r C L C E N T E R L I N E / C O N T R O L L I N E L L F G F I N I S H G R A D E K I L O M E T E R k m P O I N T O N C U R V E P O C T O P O F F O O T I N G T O F T O P O F S L A B T O S CONTROL LINECHAIN LINK FENCE C O R R U G A T E D C O R R D R I V E W A Y D R W Y E A C H E A E Q U I P M E N T E Q U I P E X C A V A T I O N E X C F E E T P E R S E C O N D F P S G A S V A L V E G V J B J U N C T I O N B O X M P H M I L E S P E R H O U R N R C P N O N - R E I N F O R C E D C O N C R E T E P I P E N T S N O T T O S C A L E N / A N O A C C E S S o r N O T A P P L I C A B L E N I C N O T I N C O N T R A C T O B L I T O B L I T E R A T E P E L P S I P O U N D S P E R S Q U A R E I N C H U G U N D E R G R O U N D U T U N D E R G R O U N D T E L E P H O N E V A L V E B O X V B W V W A T E R V A L V E Y A R D Y d @ A T & A N D < A N G L E Ø R O U N D o r D I A M E T E R W / W I T H W / O W I T H O U T SECONDARY WATER LINE B W B A C K O F W A L K F I N I S H S U R F A C E F S L I N E A R F E E T L F % P E R C E N T D E L T A MATCH LINEEL=4354.63EL=4354.66OVERHEAD ELECTRIC BARBED WIRE FENCEHYDHYDGASGASWMWMDDWVWVDDSDVSTORM DRAIN COMBO BOXSTORM DRAIN MANHOLESTORM DRAIN CLEANOUT BOX DDSTORM DRAIN VAULTSDV SWVSWLVSWVSWLVSECONDARY WATER VALVESECONDARY WATER VAULT SANITARY SEWER LINESANITARY SEWER CLEANOUTSANITARY SEWER MANHOLESS COCO GAS VALVEGAS METERTELEPHONE BOXTELEPHONE MANHOLETELEPHONE POST TTTTTT ELECTRIC BOXELECTRIC MANHOLEELECTRIC METER EEEEEEFRFRFIRE RISERPPSTREET LIGHTLIGHT CULVERTWATER AIR RELEASE VALVEARVARV CANALOPEN DITCHBM NO. 46ELEV=4256.50TESTING BOREHOLEBH NO.1 113124 LANDSCAPING (TREES ETC.)H A T C H I N G / P A T T E R N S REVISION TRIANGLE D E T A I L C A L L O U T K E Y N O T E C A L L O U T PIPE CALLOUT S E C T I O N C A L L O U T DETAIL NAMESECTION NAMEVIEW NAME I S O M E T R I C V I E W C A L L O U T D E T A I L # SYSTEMSIZE S P E C I F I C A T I O N N O . MATER I A L K E Y N O T E R E F E R E N C E D E S I G N A T I O N S H E E T N O . REVISION NO. A N N O T A T I O N GENERAL CALLOUT P R O P O S E D C A L L O U T GENERAL NOTE C O N S T R U C T I O N N O T E CONCRETEASPHALT PAVEMEN T SANDGROUTED RIP RAP UNDISTURBED SOILUNTREATED BASE C O U R S E STRUCTURAL FILL LOOSE RIP RAPWETLANDSWATERDEMOLITION AREABACKFILLSTEELCONCRETE MASON R Y U N I T ( C M U ) 1 1 C - 0 0 1 A B C 1 2 3 S H E E T N O . 1 DescriptionWW 55" SSDESCRIPTIO N D e s c r i p t i o n X X - X X X E Q U I P M E N T C A L L O U T S Y S T E M T A G N U M B E R D E S C R I P T I O N SPEC # 00 0 0 0 0 1 SCALE: N.T.S.DETAIL NAMESCALE D E T A I L # A SCALE: 1"=1"SECTION NAME D E S I G N A T I O N SCALESCALE: 1"= 1 " VIEW NAME V I E W P O R T S C A L E D E S I G N A T I O N S H E E T N O . D E T A I L N A M E / D E S C R I P T I O N UNLESS N O T E D O T H E R W I S E O N C I V I L S H E E T S C I V I L G E N E R A L N O T E S 1. CONTRACTOR SHALL OBTAIN AN NPDES PERMIT AND DEVELOP A STORM WATER POLLUTION PREVENTION PL A N (SWPPP) AND FURNISH AND INSTALL ALL NECESSARY BEST MANAGEMENT PRACTICES (BMP) ALL BMPS SHAL L B E I N ACCORDANCE WITH ISPWC AND DEQ STANDARDS.2. CONTRACTOR SHALL PROTECT THE EXISTING BUILDINGS, ASPHALT, CURB AND GUTTER, FENCE AND OTHERHARDSCAPE ON ADJACENT PROPERTIES DURING ALL CONSTRUCTION ACTIVITIES, IN THE EVENT DAMAGED O R DISTURBANCE HAPPENS, THE CONTRACTOR SHALL REPAIR OR REPLACE THE DAMAGED OR DISTURBED STR U C T U R E S OR SURFACES AT NO ADDITIONAL COST TO THE PROJECT.3. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AR E S H O W N ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE PLANS. B U T D O N O T PURPORT TO BE ABSOLUTELY CORRECT AND ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBL E F O R VERIFYING LOCATIONS, ELEVATIONS AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHE R FEATURES AFFECTING THIS WORK AND AVOIDING DAMAGE TO SAME.4. (**) INDICATES DIMENSIONS, LOCATIONS OR ELEVATIONS TO BE FIELD VERIFIED.5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTI F Y T H E OWNER OF ANY DISCREPANCIES. ADDITIONALLY ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELE M E N T S O F THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINE E R BEFORE PROCEEDING WITH ANY WORK INVOLVED.6. UNLESS DETAILED, SPECIFIED OR INDICATED OTHERWISE, CONSTRUCTION SHALL BE AS INDICATED IN THEAPPLICABLE TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS ARE MEANT TO APPLY EVEN THOUGH N O T REFERENCED AT SPECIFIC LOCATIONS OR ON SPECIFIC DRAWINGS.7. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING COMPONENTS OR TO DE-EMPHASIZE PR O P O S E D IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK. REFER TO CONTEXT OF EACH DRAWING FOR USAG E . 8. CONTRACTOR SHALL KEEP ALL CONSTRUCTION EQUIPMENT AT LEAST 10' FROM EXISTING OVERHEAD POWE R L I N E S . I F THIS IS NOT FEASIBLE, CONTACT THE UTILITY OWNER TO INSTALL A TEMPORARY PROTECTIVE COVERING O N T H E POWER LINES.9. DRAWINGS SHOWING GENERAL SYMBOLOGY ARE STANDARD DRAWINGS. ALL SYMBOLS ARE NOT NECESSA R I L Y U S E D ON THIS PROJECT.10. ALL DESIGN, CONSTRUCTION, AND INSPECTION SHALL BE IN CONFORMANCE WITH THE 2015 INTERNATIONAL B U I L D I N G CODE. 1 1 . C O N S T R U C T I O N S H A L L C O N F O R M W I T H T H E L A T E S T E D I T I O N O F T H E U N I F O R M B U I L D I N G C O D E , E X C E P T W H E R E O T H E R A P P L I C A B L E C O D E S O R T H E S E D R A W I N G S A N D / O R S P E C I F I C A T I O N S A R E M O R E R E S T R I C T I V E . 1 2 . D R A W I N G S I N D I C A T E T H E F I N I S H E D P R O D U C T . T H E Y D O N O T I N D I C A T E A M E T H O D O F C O N S T R U C T I O N . C O N T R A C T O R S H A L L T A K E A L L P R E C A U T I O N S N E C E S S A R Y T O P R O T E C T N E W A N D E X I S T I N G S T R U C T U R E S D U R I N G C O N S T R U C T I O N . S U C H P R E C A U T I O N S S H A L L I N C L U D E , B U T N O T B E L I M I T E D T O , B R A C I N G , S H O R I N G F O R C O N S T R U C T I O N E Q U I P M E N T , E T C . 1 3 . T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R C O M P E N S A T I N G T H E O W N E R F O R A N Y C H A N G E S M A D E A S A R E S U L T O F A D E V I A T I O N F R O M T H E C O N T R A C T D O C U M E N T S S P E C I F I C A T I O N S , F A U L T Y M A T E R I A L S , O R F A U L T Y W O R K M A N S H I P . 1 4 . C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R S A F E T Y A N D P R O T E C T I O N W I T H I N A N D A D J A C E N T T O T H E J O B S I T E . 1 5 . O B S E R V A T I O N V I S I T S T O T H E J O B S I T E B Y F I E L D R E P R E S E N T A T I V E S O F T H E E N G I N E E R S H A L L N E I T H E R B E C O N S T R U E D A S I N S P E C T I O N N O R A P P R O V A L O F C O N S T R U C T I O N . 1 6 . I T I S T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R T O N O T I F Y T H E A P P R O P R I A T E U T I L I T Y C O M P A N I E S W H E N C O N S T R U C T I O N M I G H T I N T E R F E R E W I T H N O R M A L O P E R A T I O N O F A N Y U T I L I T I E S . I T S H A L L A L S O B E T H E C O N T R A C T O R ' S R E S P O N S I B I L I T Y T O C O N T A C T D I G L I N E O F I D A H O 1 - 8 0 0 - 3 4 2 - 1 5 8 5 O R 8 1 1 T O H A V E T H E A P P R O P R I A T E U T I L I T Y C O M P A N I E S L O C A T E A N Y U T I L I T Y L O C A T I O N S W H I C H M I G H T I N T E R F E R E W I T H C O N S T R U C T I O N . T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R M A I N T A I N I N G S E R V I C E O F E X I S T I N G U T I L I T I E S A N D F O R R E S T O R I N G A N Y U T I L I T I E S D A M A G E D D U E T O C O N S T R U C T I O N 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 . 1 7 . I T W I L L B E T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R T O M A K E A R R A N G E M E N T S F O R W A T E R R E Q U I R E D F O R C O M P A C T I O N , A N Y D U S T P R E V E N T I O N M E A S U R E S A N D F O R T E S T I N G O F L I N E S . 1 8 . T H E C O N T R A C T O R S H A L L P R O V I D E T R A F F I C C O N T R O L S I G N I N G W H E R E R E Q U I R E D I N A C C O R D A N C E W I T H T H E F E D E R A L M A N U A L O F U N I F O R M T R A F F I C C O N T R O L D E V I C E S . 1 9 . T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R S E C U R I N G S O U R C E S F O R G R A N U L A R M A T E R I A L , W A T E R F O R C O N S T R U C T I O N , P R E A P P R O V E D W A S T E S I T E S , A N D A D D I T I O N M A T E R I A L S T H A T M A Y B E N E C E S S A R Y F O R P R O P E R L Y C O N S T R U C T I O N O F T H E P R O J E C T . 2 0 . T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R C O N F O R M I N G W I T H O S H A R E Q U I R E M E N T S D U R I N G C O N S T R U C T I O N F O R T R E N C H E X C A V A T I O N , C O N F I N E D S P A C E A N D O T H E R S A F E T Y S T A N D A R D S R E Q U I R E D D U R I N G C O N S T R U C T I O N . 2 1 . S C A L E I S F O R F U L L S I Z E D R A W I N G S , T Y P I C A L A L L S H E E T S . 2 2 . A L L W O R K I N R I G H T O F W A Y , I . E . S T R E E T , S I D E W A L K , C U R B & G U T T E R , E T C . M U S T B E C O N S T R U C T E D P E R C I T Y O F S T . A N T H O N Y S T A N D A R D S . © DLR Group R E V I S I O N S K E Y P L A N A B C 10/8/2021BIM 360://28-19102-00_FremontCounty_SOD_Facility_Expansion/28-19102-00_AR_FremontCoSOD_2020.rvt 2 8 - 1 9 1 0 2 - 0 0 F A P R O J E C T N o . 0 1 - 2 1 - 0 1 1 4 FREMONT COUNTY SHERIFF'S OFFICE &DETENTION FACILITY EXPANSION 146 N 2ND W, ST ANTHONY, ID 83445 1137 SUMMERS DRIVE, REXBURG, ID 83440PH: 208.356.9201 FAX: 208.356.0206 0 3 - 0 4 - 2 0 2 2 C O N S T R U C T I O N D O C U M E N T C I V I L G E N E R A L N O T E S , S Y M B O L S A N D L E G E N D C 0 0 1 S T O R M T E C H E N D C A P C O V E R E N T I R E R O W W I T H A A S H T O M 2 8 8 C L A S S 2 N O N - W O V E N G E O T E X T I L E O R E Q U A L S C - 7 4 0 - - 8 ' W I D E S T R I P 12" A A S H T O M 2 8 8 C L A S S 1 W O V E N G E O T E X T I L E O R E Q U A L , B E T W E E N F O U N D A T I O N S T O N E A N D C H A M B E R S S C - 7 4 0 - - 5 ' - 6 ' W I D E S T R I P S C - 3 1 0 - - 4 ' W I D E S T R I P CATCHBASIN 2 4 " 9 6 " M A X 6 " 1 8 " M I N N O T E S : 1 . A A S H T O M 2 8 8 C L A S S 2 N O N - W O V E N G E O T E X T I L E A L L A R O U N D A N G U L A R S T O N E . 2 . O V E R E X C A V A T I O N O F 6 " ± M A Y B E N E C E S S A R Y T O P L A C E I N F I L T R A T O R S Y S T E M O N E X I S T I N G G R A V E L L A Y E R B C M I N A D M A T E R I A L L O C A T I O N D E S C R I P T I O N F I L L M A T E R I A L F R O M 1 8 " T O G R A D E A B O V E C H A M B E R S D C F I L L M A T E R I A L F O R 6 " T O 1 8 " E L E V A T I O N A B O V E C H A M B E R S E M B E D M E N T S T O N E S U R R O U N D I N G A N D T O A 6 " E L E V A T I O N A B O V E C H A M B E R S B P A V E M E N T S E C T I O N , S E E P A V E M E N T S E C T I O N D E T A I L , C - 0 2 G R A N U L A R W E L L - G R A D E D S O I L / A G G R E G A T E M I X T U R E S , < 1 2 % F I N E S . O R W A S H E D G R A V E L P E R C L E A N A N G U L A R S T O N E W I T H T H E M A J O R I T Y O F P A R T I C L E S B E T W E E N ¾ - 2 I N C H N A T I V E S U B G R A D E M A T E R I A L A C O N T R A C T O R S H O U L D E X C A V A T E T O T H E N A T I V E G R A V E L L A Y E R A A S H T O M 4 3 D E S I G N A T I O N N / A N / A N / A A - 1 A - 2 A - 3 N / A A A S H T O M 1 4 5 D E S I G N A T I O N C O M P A C T I O N / D E N S I T Y R E Q U I R E M E N T C O M P A C T I N 6 " L I F T S T O A M I N I M U M 9 5 % S T A N D A R D P R O C T O R D E N S I T Y . R O L L E R G R O S S V E H I C L E W E I G H T N O T T O E X C E E D 1 2 , 0 0 0 L B S . D Y N A M I C F O R C E N O T T O E X C E E D 2 0 , 0 0 0 L B S . N O C O M P A C T I O N R E Q U I R E D P L A T E C O M P A C T O R R O L L T O A C H I E V E A 9 5 % S T A N D A R D P R O C T O R D E N S I T Y A C C E P T A B L E F I L L M A T E R I A L S S C - 7 4 0 C H A M B E R S Y S T E M S 6 " M I N 1 2 " M I N T Y P P L E A S E N O T E : T H E L I S T E D A A S H T O D E S I G N A T I O N S A R E F O R G R A D A T I O N S O N L Y . T H E S T O N E M U S T A L S O B E C L E A N C R U S H E D A N G U L A R . F O R E X A M P L E , T H E S T O N E M U S T B E S P E C I F I E D A S C L E A N , C R U S H E D , A N G U L A R N O . 4 S T O N E . B 10" PVC SDR 35OR HDPE PIPE AMCORE #CB100 30" I N L E T S U M P W/2'x2' INLET GRATE H S 2 0 L O A D - RATING D&L 1180 R&GAASHTO M288 CLASS2 NON-WOVENGEOTEXTILE INSPECTION PORT TO BEATTACHED THROUGHKNOCK-OUT LOCATED ATCENTER OF CHAMBER S C - 7 4 0 C H A M B E R AASHTO M288 CLASS2 NON-WOVENGEOTEXTILE P A V E M E N T C L A S S " C " C O N C R E T E FLOOR BOX FRA M E A N D L I D WITH S.S. CAP S C R E W L I D C L O S U R E INSPECTION PORT WITH S C R E W - I N C A P 4" (100 mm) PVCRISER INSTALL DOWN-TURNEDELBOW FOR USE AS ABMP I N S P E C T I O N P O R T S H A L L B E I N S T A L L E D I N T H E C E N T E R O F E A C H I S O L A T O R R O W S T O R M T E C H C H A M B E R N O T E S 1 . S T O R M T E C H R E Q U I R E S I N S T A L L I N G C O N T R A C T O R S T O U S E A N D U N D E R S T A N D S T O R M T E C H ' S L A T E S T I N S T A L L A T I O N I N S T R U C T I O N S P R I O R T O B E G I N N I N G S Y S T E M I N S T A L L A T I O N . 2 . O U R T E C H N I C A L S E R V I C E S D E P A R T M E N T O F F E R S I N S T A L L A T I O N C O N S U L T A T I O N S T O I N S T A L L I N G C O N T R A C T O R S . C O N T A C T O U R T E C H N I C A L S E R V I C E S R E P R E S E N T A T I V E A T L E A S T 3 0 D A Y S P R I O R T O S Y S T E M I N S T A L L A T I O N T O A R R A N G E A P R E - I N S T A L L A T I O N C O N S U L T A T I O N . O U R R E P R E S E N T A T I V E S C A N T H E N A N S W E R Q U E S T I O N S O R A D D R E S S C O M M E N T S O N T H E S T O R M T E C H C H A M B E R S Y S T E M A N D I N F O R M T H E I N S T A L L I N G C O N T R A C T O R O F T H E M I N I M U M I N S T A L L A T I O N R E Q U I R E M E N T S B E F O R E B E G I N N I N G T H E S Y S T E M ' S C O N S T R U C T I O N . C A L L 1 - 8 8 8 - 8 9 2 - 2 6 9 4 T O S P E A K T O A T E C H N I C A L S E R V I C E S R E P R E S E N T A T I V E O R V I S I T W W W . S T O R M T E C H . C O M T O R E C E I V E A C O P Y O F O U R I N S T A L L A T I O N I N S T R U C T I O N S . 3 . S T O R M T E C H ' S R E Q U I R E M E N T S F O R S Y S T E M S W I T H P A V E M E N T D E S I G N ( A S P H A L T , C O N C R E T E P A V E R S , E T C . ) : M I N I M U M C O V E R I S 1 8 " ( 4 5 7 m m ) N O T I N C L U D I N G P A V E M E N T ; M A X I M U M C O V E R I S 9 6 " ( 2 4 3 8 m m ) I N C L U D I N G P A V E M E N T . F O R I N S T A L L A T I O N S T H A T D O N O T I N C L U D E P A V E M E N T , W H E R E R U T T I N G F R O M V E H I C L E S M A Y O C C U R , M I N I M U M R E Q U I R E D C O V E R I S 2 4 " ( 6 1 0 m m ) , M A X I M U M C O V E R I S 9 6 " ( 2 4 3 8 m m ) . 4 . T H E C O N T R A C T O R M U S T R E P O R T A N Y D I S C R E P A N C I E S W I T H C H A M B E R F O U N D A T I O N M A T E R I A L S B E A R I N G C A P A C I T I E S T O T H E D E S I G N E N G I N E E R . 5 . A A S H T O M 2 8 8 C L A S S 2 N O N - W O V E N G E O T E X T I L E ( F I L T E R F A B R I C ) M U S T B E U S E D A S I N D I C A T E D I N T H E P R O J E C T P L A N S 6 . S T O N E P L A C E M E N T B E T W E E N C H A M B E R S R O W S A N D A R O U N D P E R I M E T E R M U S T F O L L O W I N S T R U C T I O N S A S I N D I C A T E D I N T H E M O S T C U R R E N T V E R S I O N O F S T O R M T E C H ' S I N S T A L L A T I O N I N S T R U C T I O N S . 7 . B A C K F I L L I N G O V E R T H E C H A M B E R S M U S T F O L L O W R E Q U I R E M E N T S A S I N D I C A T E D I N T H E M O S T C U R R E N T V E R S I O N O F S T O R M T E C H ' S I N S T A L L A T I O N I N S T R U C T I O N S . 8 . T H E C O N T R A C T O R M U S T R E F E R T O S T O R M T E C H ' S I N S T A L L A T I O N I N S T R U C T I O N S F O R A T A B L E O F A C C E P T A B L E V E H I C L E L O A D S A T V A R I O U S D E P T H S O F C O V E R . T H I S I N F O R M A T I O N I S A L S O A V A I L A B L E A T S T O R M T E C H ' S W E B S I T E : W W W . S T O R M T E C H . C O M . T H E C O N T R A C T O R I S R E S P O N S I B L E F O R P R E V E N T I N G V E H I C L E S T H A T E X C E E D S T O R M T E C H ' S R E Q U I R E M E N T S F R O M T R A V E L I N G A C R O S S O R P A R K I N G O V E R T H E S T O R M W A T E R S Y S T E M . T E M P O R A R Y F E N C I N G , W A R N I N G T A P E A N D A P P R O P R I A T E L Y L O C A T E D S I G N S A R E C O M M O N L Y U S E D T O P R E V E N T U N A U T H O R I Z E D V E H I C L E S F R O M E N T E R I N G S E N S I T I V E C O N S T R U C T I O N A R E A S . 9 . T H E C O N T R A C T O R M U S T A P P L Y E R O S I O N A N D S E D I M E N T C O N T R O L M E A S U R E S T O P R O T E C T T H E S T O R M W A T E R S Y S T E M D U R I N G A L L P H A S E S O F S I T E C O N S T R U C T I O N P E R L O C A L C O D E S A N D D E S I G N E N G I N E E R ' S S P E C I F I C A T I O N S . 1 0 . S T O R M T E C H P R O D U C T W A R R A N T Y I S L I M I T E D . S E E C U R R E N T P R O D U C T W A R R A N T Y F O R D E T A I L S . T O A C Q U I R E A C O P Y C A L L S T O R M T E C H A T 1 - 8 8 8 - 8 9 2 - 2 6 9 4 O R V I S I T W W W . S T O R M T E C H . C O M PERFORATED BOTTOM C I V I L D E T A I L S C 0 0 2 © DLR Group R E V I S I O N S K E Y P L A N A B C 10/8/2021BIM 360://28-19102-00_FremontCounty_SOD_Facility_Expansion/28-19102-00_AR_FremontCoSOD_2020.rvt 2 8 - 1 9 1 0 2 - 0 0 F A P R O J E C T N o . 0 1 - 2 1 - 0 1 1 4 FREMONT COUNTY SHERIFF'S OFFICE &DETENTION FACILITY EXPANSION 146 N 2ND W, ST ANTHONY, ID 83445 1137 SUMMERS DRIVE, REXBURG, ID 83440PH: 208.356.9201 FAX: 208.356.0206 0 3 - 0 4 - 2 0 2 2 C O N S T R U C T I O N D O C U M E N T 1 ISOLATOR R O W D E T A I L SCALE: NTS 2 INSPECTIO N P O R T D E T A I L SCALE: NTS 3 A C C E P T A B L E F I L L M A T E R I A L S S C A L E : N T S 4 P E R P E N D I C U L A R C O N N E C T I O N S C A L E : N T S 8' 4' 6'1' MIN1'3" MIN6" 2'-0" MIN 2'-6" MIN 1 ' 2 " 2 " C I V I L D E T A I L S C 0 0 3 © DLR Group R E V I S I O N S K E Y P L A N A B C 10/8/2021BIM 360://28-19102-00_FremontCounty_SOD_Facility_Expansion/28-19102-00_AR_FremontCoSOD_2020.rvt 2 8 - 1 9 1 0 2 - 0 0 F A P R O J E C T N o . 0 1 - 2 1 - 0 1 1 4 FREMONT COUNTY SHERIFF'S OFFICE &DETENTION FACILITY EXPANSION 146 N 2ND W, ST ANTHONY, ID 83445 1137 SUMMERS DRIVE, REXBURG, ID 83440PH: 208.356.9201 FAX: 208.356.0206 0 3 - 0 4 - 2 0 2 2 C O N S T R U C T I O N D O C U M E N T 1GREASE INTERCEPTOR PLAN VIEWSCALE: 1" = 1'-0" A - ASCALE: 1" = 1'-0"SECTION FROM BUILDING T O L I F T S T A T I O N FROM BUILDING T O L I F T S T A T I O N VARIES 8" M A N H O L E F R A M E A N D C O V E R , E L E V 4 8 6 8 . 0 0 N O T E S : 1 . M A N H O L E F R A M E A N D C O V E R S H A L L B E C A S T I N T O L I D . 2 . G R O U T B E T W E E N R I N G A N D C O V E R A N D G R A D E R I N G S T O P R O V I D E A W A T E R T I G H T S E A L . P R E C A S T 4 8 " C O N C R E T E M A N H O L E 6 " M I N F O R 4 8 " Ø M H D R A W N S T E E L C A G E 6 " M I N 6 " C O M P A C T E D G R A V E L 8 " P R E C A S T M H L I D 9" MIN C O N C F I L L E T S W I T H M I N 2 " S L O P E T R O W E L S M O O T H P R E C A S T 4 8 " C O N C R E T E M A N H O L E 6 " P I P E 3 " P I P E 8 " P I P E 8 " P I P E 6 " P I P E I N V E R T 4 8 6 1 . 4 6 I N V E R T 4 8 6 2 . 2 9 I N V E R T 4 8 6 2 . 3 7 1 0 " M I N C A S T 2 " W I D E L I P T O S U P P O R T G R A T I N G , T Y P B O T H S I D E S A L U M I N U M G R A T I N G A L U M I N U M G R A T I N G 2 6 " F I N I S H E D G R A D E 2 M A N H O L E S C A L E : 1 " = 1 ' - 0 " B S C A L E : 1 " = 1 ' - 0 " S E C T I O N B - 3CLEAN OUT CAP JOSAM 5 8 8 6 0 O R A P P R O V E D E Q U A L CONCRETE PADA-LOK OR PRESS SEAL P S X P I P E / W A L L C O N N E C T O R REINFORCE AS REQUIRE D F O R S E R V I C E C O N D I T I O N S CONCRETE ADJUSTMENT R I N G S HEAVY-DUTY CAST IRON F R A M E A N D C O V E R * 4" - 6" SAND OR GRAVEL B E D D I N G 4" x 4" VENT (STRAIGHT) T E E * CLAY & BAILEY 2008 BV OR EQUA L ( F R O S T P R O O F C O V E R S O P T I O N A L ) 1113124" TEE 4" 90°78910 5 464" OUTLET 4" INLET PIPE4" x 2" TEE WITH 2" PIPE T O B U I L D I N G V E N T 2 1 ITEMDE S C R I P T I O N SCALE: 1" = 1'-0"PLAN VIEWNOTES:1. THREE COVERS AND RISERS SHOWN. TWO COVERS ANDRISERS CENTERED OVER UPPER TWO BAFFLES AREOPTIONAL.2. INTERCEPTOR SIZE - 1500 GAL MINIMUM3. ALL JOINTS AT THE FRAME & COVER*, CONCRETEADJUSTMENT RINGS AND THE LID OF THE INTERCEPTORSHALL BE SEALED WITH A MINIMUM OF TWO (2) ROWS OF3/4 TO 1 INCH PREFORMED BITUMASTIC JOINT SEALER ANDA 6" BUTYL JOINT WRAP AROUND SLEEVE (EZ WRAP). THEENDS OF THE 6" EZ WRAP SHALL OVERLAP BY 12".4. PROVIDE OPTIONAL RISERS AS NECESSARY TO MAINTAININVERTS. FIELD VERIFY FINAL HEIGHT OF RISERS.891213110 2 1 3 1 1 6 5 7 S E E N O T E 3 S E E N O T E 3 I E 4 8 6 3 . 1 2 S E E N O T E 3 3 4 FINISHED GRADE 1000 GALLON OL D C A S T L E P R E - C A S T 1000 GT LFUCG G R E A S E I N T E R C E P T O R IE 4863.29 S E E N O T E 4 COD D S D HY D C O D S S CO S D D S HYD SHYD COSSCO S S D D D S S T P L A S T I C C A P F O U N D N 8 3 9 0 8 2 . 7 6 E 7 8 3 4 8 8 . 8 2 E L E V 4 9 6 6 . 6 5 F O U N D P K N A I L N 8 3 9 1 0 9 . 3 5 E 7 8 3 3 9 1 . 9 3 E L E V 4 9 6 5 . 1 6 S E T P K N A I L N 8 3 9 3 0 6 . 3 0 E 7 8 3 4 3 5 . 1 1 E L E V 4 9 6 5 . 9 1 S E T P K N A I L N 8 3 9 3 3 1 . 5 0 E 7 8 3 2 9 6 . 3 8 E L E V 4 9 6 7 . 1 4 SET PK NAILN 839260.31E 783220.10ELEV 4966.96 W 1 s t N W 2 n d N N 2nd W N 1st W S T O R A G E S H E D A I R C O N D I T I O N E R F U E L P U M P NATURAL GAS VALVE W A T E R M A N H O L E S A N I T A R Y S E W E R M A N H O L E S T O R M D R A I N M A N H O L E ( R E M O V E D B Y C O U N T Y ) W A T E R F A U C E T W A T E R F A U C E T W A T E R F A U C E T ELECTRICALEQUIPMENT I R R I G A T I O N C O N T R O L B O X E S , T Y P SANITARY SEWERCLEAN OUTCOMMUNICATION BOX E X I S T I N G W A T E R V A L V E S E X I S T I N G C O U R T H O U S E EXISTI N G F R E M O N T COUNTY L A W I N F O R E M E N T C O M P L E X F I N I S H F L O O R A T G R O U N D L E V E L 4 9 6 5 . 9 2 F I N I S H F L O O R A T B A S E M E N T L E V E L 4 9 6 3 . 0 8 F I N I S H F L O O R A T E N T R Y D O O R S 4 9 7 2 . 3 5 F I N I S H F L O O R E L E V . = 4 9 7 2 . 8 3 FINISHED FL O O R E L E V . = 4 9 6 8 . 2 9 © DLR Group R E V I S I O N S K E Y P L A N A B C 10/8/2021BIM 360://28-19102-00_FremontCounty_SOD_Facility_Expansion/28-19102-00_AR_FremontCoSOD_2020.rvt 2 8 - 1 9 1 0 2 - 0 0 F A P R O J E C T N o . 0 1 - 2 1 - 0 1 1 4 FREMONT COUNTY SHERIFF'S OFFICE &DETENTION FACILITY EXPANSION 146 N 2ND W, ST ANTHONY, ID 83445 1137 SUMMERS DRIVE, REXBURG, ID 83440PH: 208.356.9201 FAX: 208.356.0206 0 3 - 0 4 - 2 0 2 2 C O N S T R U C T I O N D O C U M E N T 0 ' 1 0 ' 2 0 ' 4 0 ' 6 0 ' S c a l e : 1 " = 2 0 ' G R A P H I C S C A L E N E X I S T I N G S I T E P L A N C 1 0 0 C O D D S D HY D C O D S S C O S D D S HYD S HYD C O S S C O S D 4 9 6 8 4 9 6 9 4 9 6 9 4 9 7 0 4 9 6 8 4 9 6 7 4 9 6 7 4967 4 9 6 6 4 9 6 6 49 6 6 4 9 6 6 4 9 6 7 4967 4966 4 9 6 5 49664967 D D S T W 1 s t N W 2 n d N N 2nd W N 1st W C O N S T R U C T I O N N O T E S A . D I M E N S I O N S T O , O R C O O R D I N A T E S F O R , M A N H O L E S , P I P E L I N E S , E T C , A R E T O C E N T E R L I N E U N L E S S O T H E R W I S E N O T E D . B . E L E V A T I O N S S H O W N A R E T O F I N I S H E D S U R F A C E O R P I P E I N V E R T U N L E S S O T H E R W I S E N O T E D . K E Y E D N O T E S 1 . R E M O V E A N D P R O P E R L Y D I S P O S E O F E X I S T I N G T R E E S . 2 . R E L O C A T E D O R D I S P O S E O F E X I S T I N G S T O R A G E S H E D P E R O W N E R S D I R E C T I O N . 3 . E X I S T I N G F U E L P U M P A N D A L L E Q U I P M E N T , T A N K S A N D E L E C T R I C A L A S S O C I A T E D W I T H I T . V E R I F Y R E M O V A L B Y O W N E R . 4 . R E M O V E E X I S T I N G C A T C H B A S I N , F R E N C H D R A I N A N D T A N K R E M O V E D B Y O W N E R . 5 . R E M O V E A N D P R O P E R L Y D I S P O S E O F E X I S T I N G A S P H A L T A N D C U R B A N D G U T T E R . 6 . R E M O V E A N D P R O P E R L Y D I S P O S E O F E X I S T I N G D R I V E W A Y A P P R O A C H . 7 . R E M O V E A N D P R O P E R L Y D E M O U T I L I T Y B U I L D I N G . 8 . R E M O V E A N D D I S P O S E O F S I D E W A L K A N D R E T A I N I N G W A L L . 9 . R E M O V E A N D C A P E X I S T I N G D R A I N . 1 0 . R E M O V E A N D C A P S T O R M D R A I N L I N E . 1 1 . P R E S E R V E A N D P R O T E C T E X I S T I N G W A T E R V A L V E S . # 1 1 1 2 3 4 5 5 6 E X I S T I N G C O U R T H O U S E E X I S T I N G F R E M O N T C O U N T Y L A W I N F O R E M E N T C O M P L E X F I N I S H F L O O R E L E V . = 4 9 7 2 . 8 3 8 1 1 1 1 3 T A N K 1 1 4 4 8 1 1 1 0 1 0 1 9 © DLR Group R E V I S I O N S K E Y P L A N A B C 10/8/2021BIM 360://28-19102-00_FremontCounty_SOD_Facility_Expansion/28-19102-00_AR_FremontCoSOD_2020.rvt 2 8 - 1 9 1 0 2 - 0 0 F A P R O J E C T N o . 0 1 - 2 1 - 0 1 1 4 FREMONT COUNTY SHERIFF'S OFFICE &DETENTION FACILITY EXPANSION 146 N 2ND W, ST ANTHONY, ID 83445 1137 SUMMERS DRIVE, REXBURG, ID 83440PH: 208.356.9201 FAX: 208.356.0206 0 3 - 0 4 - 2 0 2 2 C O N S T R U C T I O N D O C U M E N T 0 ' 1 0 ' 2 0 ' 4 0 ' 6 0 ' S c a l e : 1 " = 2 0 ' G R A P H I C S C A L E N D E M O L I T I O N S I T E P L A N C 1 0 1 7 F I N I S H E D F L O O R E L E V . = 4 9 6 8 . 2 9 C O D D S C O S D D S S C O SS C O S S D S S T N 8 3 9 3 7 7 . 3 7 E 7 8 3 4 1 3 . 9 4 N 8 3 9 3 0 5 . 4 E 7 8 3 4 1 4 . 2 7 N 8 3 9 2 7 7 . 8 1 E 7 8 3 3 5 7 . 7 2 N 8 3 9 3 7 6 . 7 7 E 7 8 3 2 8 1 . 9 7 E X I S T I N G C O U R T H O U S E W 1 s t N W 2 n d N N 2nd W N 1st W E X I S T I N G F R E M O N T C O U N T Y L A W I N F O R E M E N T C O M P L E X C O N S T R U C T I O N N O T E S : A . D I M E N S I O N S T O , O R C O O R D I N A T E S F O R , M A N H O L E S , P I P E L I N E S , E T C , A R E T O C E N T E R L I N E U N L E S S O T H E R W I S E N O T E D . B . E L E V A T I O N S S H O W N A R E T O F I N I S H E D S U R F A C E O R P I P E I N V E R T U N L E S S O T H E R W I S E N O T E D . C . C O N T R A C T O R S H A L L P R O V I D E A N Y G R O U N D W A T E R D E W A T E R I N G T O C O N S T R U C T T H I S P R O J E C T . D . T H I S P R O J E C T T O B E C O N S T R U C T E D A C C O R D I N G T O T H E L A T E S T E D D I T I O N O F T H E I D A H O S T A N D A R D S F O R P U B L I C W O R K S C O N S T R U C T I O N ( I S P W C ) . K E Y E D N O T E S : 1 . R E M O V E 2 0 ' O F C U R B A N D G U T T E R A N D R E P L A C E W I T H D R I V E W A Y A P P R O A C H P E R I S P W C S T A N D A R D D R A W I N G S D - 7 1 0 C A N D C U R B A N D G U T T E R P E R I S P W C S T A N D A R D D R A W I N G S D - 7 0 1 . 2 . R E P L A C E S I D E W A L K S E C T I O N I N - K I N D P E R I S P W C S T A N D A R D D R A W I N G S D - 7 0 9 . 3 . R E P L A C E C O N C R E T E R E T A I N I N G W A L L I N - K I N D F O L L O W I N G U T I L I T Y I N S T A L L A T I O N . 4 . P R E S E R V E A N D P R O T E C T P O W E R P O L E . 5 . I N S T A L L C U R B R A M P P E R I S P W C S T A N D A R D D R A W I N G S D - 7 1 2 D . 6 . I N S T A L L C U R B A N D G U T T E R P E R I S P W C S T A N D A R D D R A W I N G S D - 7 0 1 . M A T C H L I P T O E X I S T I N G E D G E O F O I L . 7 . I N S T A L L N E W 5 ' W I D E S I D E W A L K P E R I S P W C S T A N D A R D D R A W I N G S D - 7 0 9 . 8 . R E M O V E A S P H A L T B Y S A W C U T T I N G I N S T R A I G H T L I N E . T Y P E A S T R E E T R E P A I R P E R D E T A I L 1 / C 1 0 2 . 9 . R E M O V E S E C T I O N O F D R I V E W A Y A P P R O A C H A N D R E P L A C E I N - K I N D . 1 0 . R E M O V E A N D R E P L A C E L A N D S C A P I N G I N - K I N D . 1 1 . C O N C R E T E P A D P E R D E T A I L 2 / C 1 0 2 . 1 2 . C O N C R E T E S T O O P , S E E S T R U C T U R A L . 1 3 . B A C K U P G E N E R A T O R , C O O R D I N A T E W I T H E L E C T R I C A L D R A W I N G S F O R L O C A T I O N . P R O P O S E D D E T E N T I O N F A C I L I T Y E X P A N S I O N B U I L D I N G F I N I S H F L O O R E L E V . = 4 9 7 2 . 8 3 F I N I S H E D F L O O R E L E V . = 4 9 6 8 . 2 9 © DLR Group R E V I S I O N S K E Y P L A N A B C 10/8/2021BIM 360://28-19102-00_FremontCounty_SOD_Facility_Expansion/28-19102-00_AR_FremontCoSOD_2020.rvt 2 8 - 1 9 1 0 2 - 0 0 F A P R O J E C T N o . 0 1 - 2 1 - 0 1 1 4 FREMONT COUNTY SHERIFF'S OFFICE &DETENTION FACILITY EXPANSION 146 N 2ND W, ST ANTHONY, ID 83445 1137 SUMMERS DRIVE, REXBURG, ID 83440PH: 208.356.9201 FAX: 208.356.0206 0 3 - 0 4 - 2 0 2 2 C O N S T R U C T I O N D O C U M E N T # 1 6 2 5 4 2 3 0 ' 1 0 ' 2 0 ' 4 0 ' 6 0 ' S c a l e : 1 " = 2 0 ' G R A P H I C S C A L E N O V E R A L L S I T E P L A N C 1 0 2 7 7 2 6 8 8 2 9 6 1 0 1 0 UNDISTURBEDMATERIAL 3"6"20"ASPHALT PLANT MIXPIT-RUN GRAVEL 8"MAXIMUM SIZE AND 5%PASSING 200 SIEVEMIN SIZE 3/4" CRUSHED GRAVELROADBASE COMPACT TO 95% MAX DRY DENSITYBASED ON THE MARSHALLNOTE:1. HOT PLANT CONCRETE ASPHALT PERISPWC SPECIFICATIONS 24"SAW CUT 1/2" CHIP SEAL EXTENDED TO FULL WITHOF ENTIRE ROAD PLUS 8"CHIP SEAL24"EXCAVATION BACKFILL1CLASS "A" SURFACE REPAIRSCALE: NTS 8 1 1 8 # 4 @ 1 2 " U N O L E V E L O R S L O P E A S I N D I C A T E D O N D W G S . T O O L E D E D G E 6" 4" MIN OR ASINDICATED ON DRAWINGS 2 S L A B O N G R A D E D E T A I L S C A L E : N T S 1 2 1 2 1 3 D S D S EXISTING COURT H O U S E W 2 n d N N 2nd W N 1st W EXISTING FREMONTCOUNTY LAW INFOREMENTCOMPLEX C O N S T R U C T I O N N O T E S : A . D I M E N S I O N S T O , O R C O O R D I N A T E S F O R , M A N H O L E S , P I P E L I N E S , E T C , A R E T O C E N T E R L I N E U N L E S S O T H E R W I S E N O T E D . B . E L E V A T I O N S S H O W N A R E T O F I N I S H E D S U R F A C E O R P I P E I N V E R T U N L E S S O T H E R W I S E N O T E D . C . C O N T R A C T O R S H A L L P R O V I D E A N Y G R O U N D W A T E R D E W A T E R I N G T O C O N S T R U C T T H I S P R O J E C T . D . T H I S P R O J E C T T O B E C O N S T R U C T E D A C C O R D I N G T O T H E L A T E S T E D D I T I O N O F T H E I D A H O S T A N D A R D S F O R P U B L I C W O R K S C O N S T R U C T I O N ( I S P W C ) . K E Y E D N O T E S : 1 . P R O V I D E A N D I N S T A L L E / O N E W H 4 8 2 - 1 2 2 G R I N D E R P U M P S T A T I O N . R I M = 4 9 6 6 . 9 0 I E I N W E S T A N D N O R T H = 4 9 6 0 . 1 8 2 . C O N T R A C T O R T O C O N N E C T F O R C E M A I N P I P E L I N E T O E X I S T I N G M A N H O L E , S E E I S P W C S E C T I O N 5 0 2 P A R A G R A P H 3 . 4 . 3 . C O N S T R U C T 3 " P V C S A N I T A R Y S E W E R L A T E R A L F R O M P R O P O S E D B U I L D I N G P E R I S P W C S T A N D A R D D R A W I N G S D - 5 1 1 A N D S E C T I O N 5 0 1 A N D 5 0 4 . S E E M E C H A N I C A L D R A W I N G S F O R I N V E R T A T B U I L D I N G . 4 . C O N S T R U C T 6 " S A N I T A R Y S E W E R L A T E R A L F R O M E X I S T I N G C O U R T H O U S E B U I L D I N G . E X I S T I N G I N V E R T U N K N O W N , C O N T R A C T O R T O M A T C H E X I S T I N G . 5 . A B A N D O N A N D P L U G E X I S T I N G S A N I T A R Y S E W E R L A T E R A L . 6 . P R E S E R V E A N D P R O T E C T E X I S T I N G S A N I T A R Y S E W E R L A T E R A L . 7 . T A P E X I S T I N G 8 " W A T E R L I N E W I T H 8 " V A L V E C - 9 0 0 P V C . 8 . C O N N E C T T O N E W 8 " W A T E R L I N E W I T H 6 " F I R E L A T E R A L . 9 . I N S T A L L 1 0 0 0 G A L L O N P R E C A S T O I L G R E A S E S E P A R A T O R , O L D C A S T L E M O D E L G T - 1 0 0 0 O R E Q U A L , S E E D E T A I L 1 / C 0 0 3 . 1 0 . C O N N E C T T O E X I S T I N G 4 " W A T E R M A I N . 1 1 . I N S T A L L 2 " P V C P R E S S U R E S E W E R L I N E P E R I S P W C S E C T I O N 5 0 1 A N D 5 0 5 . S T R E E T R E P A I R P E R I S P W C S T A N D A R D D R A W I N G S D - 3 0 3 . 1 2 . I N S T A L L 8 " P V C C U L I N A R Y W A T E R L I N E , C - 9 0 0 , P E R I S P W C S E C T I O N 4 0 1 A N D I S P W C S T A N D A R D D R A W I N G S D - 3 0 1 . R E P A I R A S P H A L T A N D G R A V E L S U R F A C E S I N - K I N D . 1 3 . I N S T A L L C L E A N O U T P E R I S P W C S T A N D A R D D R A W I N G S D - 5 0 6 . 1 4 . C O N S T R U C T 6 " P V C S A N I T A R Y S E W E R L A T E R A L F R O M P R O P O S E D B U I L D I N G P E R I S P W C S T A N D A R D D R A W I N G S D - 5 1 1 A N D S E C T I O N 5 0 1 A N D 5 0 4 . S E E M E C H A N I C A L D R A W I N G S F O R I N V E R T A T B U I L D I N G . 1 5 . C O N S T R U C T M A N H O L E P E R D E T A I L 2 / C 0 0 3 . R I M = 4 9 6 7 . 7 0 I E I N E A S T 4 9 6 2 . 0 5 I E I N W E S T 4 9 6 2 . 0 5 I E O U T S O U T H 4 9 6 0 . 5 5 1 6 . R E C O N N E C T E X I S T I N G W A T E R S E R V I C E S , T Y P I C A L F O R T W O P L A C E S O N N O R T H S I D E O F W 2 N D N . 1 7 . F D C , C O O R D I N A T E W I T H M E C H A N I C A L P L A N S . 1 8 . G A S M E T E R L O C A T I O N . 1 9 . C O N S T R U C T 6 " S E W E R P I P E F R O M M A N H O L E T O L I F T S T A T I O N . 2 0 . 6 " F I R E L I N E , C O O R D I N A T E W I T H M E C H A N I C A L D R A W I N G S . P R O P O S E D D E T E N T I O N F A C I L I T Y E X P A N S I O N B U I L D I N G F I N I S H E D F L O O R E L E V . 4 9 6 8 . 2 9 FINISH FLOOR ELEV. = 49 7 2 . 8 3 FINISHED FLOOR ELEV. = 4968.29 © DLR Group R E V I S I O N S K E Y P L A N A B C 10/8/2021BIM 360://28-19102-00_FremontCounty_SOD_Facility_Expansion/28-19102-00_AR_FremontCoSOD_2020.rvt 2 8 - 1 9 1 0 2 - 0 0 F A P R O J E C T N o . 0 1 - 2 1 - 0 1 1 4 FREMONT COUNTY SHERIFF'S OFFICE &DETENTION FACILITY EXPANSION 146 N 2ND W, ST ANTHONY, ID 83445 1137 SUMMERS DRIVE, REXBURG, ID 83440PH: 208.356.9201 FAX: 208.356.0206 0 3 - 0 4 - 2 0 2 2 C O N S T R U C T I O N D O C U M E N T # G R A P H I C S C A L E S c a l e : 1 " = 1 0 ' 3 0 ' 2 0 ' 1 0 ' 5 ' 0 ' N U T I L I T Y S I T E P L A N C 1 0 3 78 1 0 9 1 4 1 4 56 2 8" CULINARY WATER LINE 6 " F I R E L I N E 3" CULINARY WATER LINE 12 1 4 1 1 1 3 3 1 3 1 5 16 1 8 1 9 1 3 1 7 CAP AND ABANDONIN-PLACE 2 0 S 4 9 6 9 4 9 6 8 4 9 6 7 4967 4 9 6 6 4 9 6 6 49 6 6 S EL = 4 9 6 8 . 2 4 EL = 4 9 6 8 . 1 4 E L = 4 9 6 8 . 1 9 E L = 4 9 6 8 . 2 9 E L = 4 9 6 8 . 2 9 EL=4968.29 E L = 4 9 6 8 . 2 9 E L = 4 9 6 8 . 2 9 E L = 4 9 6 8 . 2 9 E L = 4 9 6 6 . 2 3 E L = 4 9 6 6 . 0 3 E L = 4 9 6 5 . 9 7 EL = 4 9 6 5 . 7 2 E L = 4 9 6 5 . 6 5 EL = 4 9 6 6 . 0 0 EL = 4 9 6 6 . 0 0 EL = 4 9 6 8 . 1 9 E L = 4 9 6 8 . 5 1 E L = 4 9 6 8 . 5 9 4967 496 6 4967 EL = 4 9 6 8 . 1 1 E L = 4 9 6 8 . 1 0 4968 E L = 4 9 6 7 . 8 9 E L = 4 9 6 7 . 8 0 EL=4967.29 EL=4967.29EL=4967.70EL=4967.25 EL=4967.00EL=4967.40EX 4966.5 EX 4967.0EX 4967.7 EX 4 9 6 5 . 8 EX 4 9 6 8 . 6 EX 4 9 6 6 . 2 EX 4 9 6 8 . 5 E X 4 9 6 9 . 2 EL=4967.40EX 4966.6 EL=4967.29EX 4967.6 EX 4967.7EL=4967.51EL=4968.04EL=4968.04 E L = 4 9 6 7 . 8 0 4968EXISTING COURT HOUSE W 1 s t N W 2 n d N N 1st W EXISTING FREMONTCOUNTY LAW INFOREMENTCOMPLEX C O N S T R U C T I O N N O T E S : A . A L L U T I L I T Y L I N E S A R E T O B E L O C A T E D A S S H O W N O N T H E P L A N S U N L E S S R E L O C A T E D I N T H E F I E L D B Y T H E E N G I N E E R T O A V O I D U N F O R E S E E N U T I L I T Y I N T E R F E R E N C E . B . E L E V A T I O N S S H O W N A R E T O F I N I S H E D S U R F A C E O R P I P E I N V E R T U N L E S S O T H E R W I S E N O T E D . C . M I N I M U M C L E A R A N C E B E T W E E N N E W P I P E L I N E S A N D E X I S T I N G U T I L I T I E S A N D S T R U C T U R E S ( E X C E P T W A T E R L I N E S ) S H A L L B E T W O F E E T H O R I Z O N T A L L Y . D . C O N T R A C T O R S H A L L P R O V I D E A N Y G R O U N D W A T E R D E W A T E R I N G T O C O N S T R U C T T H I S P R O J E C T . E . T H I S P R O J E C T T O B E C O N S T R U C T E D A C C O R D I N G T O T H E L A T E S T E D I T I O N O F T H E I D A H O S T A N D A R D S F O R P U B L I C W O R K S C O N S T R U C T I O N ( I S P W C ) . G . P R O V I D E T R E N C H I N G F O R A L L L I N E S P E R I S P W C S T A N D A R D D R A W I N G S D - 3 0 1 A N D B E D D I N G P E R I S P W C S T A N D A R D D R A W I N G S D - 3 0 2 . G . P I P E M A T E R I A L F O R T H I S P R O J E C T S H A L L B E : K E Y E D N O T E S : 1 . G R A D E D R A I N A G E A W A Y F R O M B U I L D I N G O N T O C O M M O N L A N D S C A P E A R E A . 2 . F I L L A N D G R A D E L A N D S C A P E A R E A . U T I L I Z E O N S I T E M A T E R I A L T O B R I N G G R A D E U P T O S I D E W A L K L E V E L . 5 . R O O F D R A I N C O N N E C T I O N P E R D E T A I L O N S H E E T C 0 0 2 . 6 . I N S T A L L F R E N C H D R A I N P E R D E T A I L 1 / C 1 0 4 . 7 . I N S T A L L ( 1 5 ) S T O R M D R A I N I N F I L T R A T O R S P E R D E T A I L S O N S H E E T C 0 0 2 . 8 . C O N N E C T R O O F D R A I N S T O I N F I L T R A T O R S P E R D E T A I L S O N S H E E T C 0 0 2 . FINISH FLOOR ELEV. = 4972.83 FINISHED FLOOR ELEV. = 4968.29 © DLR Group R E V I S I O N S K E Y P L A N A B C 10/8/2021BIM 360://28-19102-00_FremontCounty_SOD_Facility_Expansion/28-19102-00_AR_FremontCoSOD_2020.rvt 2 8 - 1 9 1 0 2 - 0 0 F A P R O J E C T N o . 0 1 - 2 1 - 0 1 1 4 FREMONT COUNTY SHERIFF'S OFFICE &DETENTION FACILITY EXPANSION 146 N 2ND W, ST ANTHONY, ID 83445 1137 SUMMERS DRIVE, REXBURG, ID 83440PH: 208.356.9201 FAX: 208.356.0206 0 3 - 0 4 - 2 0 2 2 C O N S T R U C T I O N D O C U M E N T # 0 ' 1 0 ' 2 0 ' 4 0 ' 6 0 ' S c a l e : 1 " = 2 0 ' G R A P H I C S C A L E N G R A D I N G A N D D R A I N A G E S I T E P L A N C 1 0 4 2 1 4 5PR O P O S E D D E T E N T I O N F A C I L I T Y E X P A N S I O N B U I L D I N G FI N I S H E D F L O O R E L E V . 4 9 6 8 . 2 9 5 5 MATCH EXISTING ELEVATION MATCH EXIS T I N G E L E V A T I O N M A T C H E X I S T I N G E L E V A T I O N M A T C H E X I S T I N G E L E V A T I O N 32'-6"24" M A N H O L E R I N G A N D G R A T E D C O V E R 4' DIA PRECAST CONCRETECONCENTRIC MANHOLE CONE SECTION4' DIA PRECAST PERFORATEDCONCRETE MANHOLE WALL SECTION,(8) 4" PVC PERFORATION HOLES PERROW WITH ROWS APPROXIMATELY10" APART ON CENTER (STAGGERED)CLASS 2 GEOTEXTILE FABRICBETWEEN PIT RUN GRAVEL ANDCOARSE ROCK BACKFILLPLACE CLASS 2 GEOTEXTILEFABRIC IN EXCAVATION PRIORTO COARSE ROCK BACKFILL C O A R S E R O C K B A C K F I L L , 2 " M I N T O 6 " M A X . 8 " P I T R U N 6 " O F 3 / 4 " C R U S H E D G R A V E L 6 " C O N C R E T E 6 ' - 0 " 1'-0"8'-0" MIN 1FRENCH DRAINSCALE: NTS 4 " P I P E F R O M R O O F D R A I N 4" PIPE FROM ROOF DRAIN 4 " P I P E F R O M R O O F D R A I N ARCHITECTURAL CODE ANALYSIS FREMONT COUNTY SHERIFF'S OFFICE AND DETENTION FACILITY EXPANSION ADDRESS 146 N 2ND W ST. ANTHONY, ID 83445 APPLICABLE CODES WITH LOCAL AMENDMENTS 2018 INTERNATIONAL BUILDING CODE (IBC) 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2018 INTERNATIONAL FIRE CODE (IFC) 2017 NATIONAL ELECTRIC CODE (NEC) 2017 INTERNATIONAL PLUMBING CODE (IPC) 2018 INTERNATIONAL MECHANICAL CODE (IMC) 2018 INTERNATIONAL FUEL GAS CODE 2019 ANSI A17.1 2017 ANSI A117.1 ACCESSIBILITY AMERICANS WITH DISABILITIES ACT (ADA) ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES STANDARDS FOR ADULT LOCAL DETENTION FACILITIES, THIRD EDITION. AUTHORITIES HAVING JURISDICTION FREMONT COUNTY, IDAHO FREMONT COUNTY PLANNING OFFICE CITY OF ST ANTHONY BUILDING DEPARTMENT ST ANTHONY ZONING DEPARTMENT PROJECT DESCRIPTION THE NEW ADDITION WILL PROVIDE 40 NEW BEDS, AS WELL AS A SALLYPORT, KITCHEN, MEDICAL AREA, AND BOOKING. SITUATED ADJACENT TO THE CITY COURTHOUSE, THE NEW ADDITION WILL CONNECT TO BOTH THE EXISTING SHERIFF'S OFFICE AND THE COURTHOUSE. PROJECT SUMMARY CONSTRUCTION CLASSIFICATIONS: USE & OCCUPANCY: TYPE II-B, FULLY SPRINKLERED I-3, CONDITION 3 BUILDING 1: EXISTING SHERIFFS BUILDING ADDITION SUMMARY: THE NEW ADDITION IS COMPRISED OF SALLYPORT, BOOKING, MEDICAL, HOLDING CELLS, INMATE HOUSING WITH 40 NEW BEDS, AND A FUTURE SHELL SPACE. IT WILL BE CONSTRUCTED AS A MULTI-STORY, SEPARATED OCCUPANCY, (I-3) CLASSIFICATION, CONDITION 3, TYPE II-B STRUCTURE. FULLY-SPRINKLERED. OCCUPANCY CLASSIFICATION & USE: Number of Stories: Building Height: Building Area: I-3 INSTITUTIONAL GROUP, CONDITION 3 BUILDING 2: EXISTING COURTHOUSE THIS EXISTING COURTHOUSE WILL BE MAINTAINING ITS OVERALL FLOOR AREA AND OCCUPANCY USE. A MINIMAL AMOUNT OF DEMOLITION IS ANTICIPATED AT THE SECOND FLOOR COURTROOM TO ACCOMMODATE THE CONNECTION TO THE NEW DETENTION ADDITION. (Table 504.4) (Table 504) (Table 506.2) EXISTING 1 17'-6" 10,779 sf NEW 2 37'-4" 13,233 sf ESTIMATED TOTAL 2 37'-4" 24,012 sf ALLOWABLE 2 75' 30,000 sf ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLAN OCC. CLASSIFICATION I-3 TABLE 504.4 TYPE OF CONSTRUCTION SPRINKLERED TYPE II-B 2 STORIES ALLOWABLE AREA FACTOR IN SQUARE FEET OCC. CLASSIFICATION I-3 TABLE 506.2 ALLOWABLE SQ. FOOTAGE (II-B) SM 30,000 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLAN OCC. CLASSIFICATION I-3 TABLE 504 TYPE OF CONSTRUCTION SPRINKLERED TYPE II-B 75 SECTION 508 508.2 ACCESSORY OCCUPANCIES ACCESSORY OCCUPANCIES ARE THOSE OCCUPANCIES THAT ARE ANCILLARY TO THE MAIN OCCUPANCY OF THE BUILDING OR PORTION THEREOF. SECTION 508.2.3 - AGGREGATE ACCESSORY OCCUPANCIES SHALL NOT OCCUPY MORE THAN 10% OF THE FLOOR AREA OF THE STORY IN WHICH THEY ARE LOCATED AND SHALL NOT EXCEED THE TABULAR VALUES FOR NONSPRINKLERED BUILDINGS IN TABLE 506.2 FOR EACH SUCH ACCESSORY OCCUPANCY. FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) BUILDING ELEMENT Primary structural frame Bearing Walls Exterior Interior Nonbearing walls and partitions Interior Floor construction and associated secondary members Roof construction and associated secondary members TABLE 601 TYPE (II-B) 0 0 0 0 0 0 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPERATION DISTANCE TABLE 602 OCCUPANCY GROUP B, I 1 1 1 1 ͨ 0 1 ͨ 0 FIRE SEPARATION DISTANCE = X (FEET) X < 5b 5 ≤ X < 10 10 ≤ X < 30 X ≥ 30 TYPE OF CONSTRUCTION All I-A Others I-A, I-B, II-B, V-B Others All MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES TABLE 2902.1 CLASSIFICATION Reformatories, detention centers and correctional centers Employees in detention centers and correctional centers DESCRIPTION WATER CLOSETS 1 per 15 LAVATORIES 1 per 15 1 per 15 BATHTUBS/ SHOWERS 1 per 100 DRINKING FOUNTAIN 1 Service Sink OTHER FUNCTION OF SPACE SQUARE FEET LOAD FACTOR OCCUPANCY PLUMBING FIXTURE CALCULATIONS FOR NEW ADDITION REQUIRED OPAQUE THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS, R-VALUE METHOD Table C402.1.3 ROOFS Insulation entirely above roof deck 6 All Other R-30ci CLIMATE ZONE WALLS ABOVE GRADE Mass WALLS ABOVE GRADE Metal Framed SLAB-ON GRADE FLOORS Unheated slabs R-10 for under 24" below R-13.3ci R-13 + R-7.5ci Institutional Areas - Includes (Sallyport, Property Storage, Booking, Medical Exam and Officer Room) PROVIDED WATER CLOSETS 11/25 = 0.4 LAVATORIES - BATHTUBS/ SHOWERS 11/100 = 0.1 DRINKING FOUNTAIN SERVICE SINK 1 1 1 - 1 1 -?- - Kitchen 240 200 LEVEL 01 LEVEL 02 240113 SF 1 TOTAL OCCUPANTS 11 1,589 SF 507 SF 7 3 FUNCTION OF SPACE SQUARE FEET LOAD FACTOR OCCUPANCY PLUMBING FIXTURE CALCULATIONS FOR NEW HOUSING UNIT LEVEL 01 Inmate Housing 1 Per Bed3,766 SF 40 TOTAL OCCUPANTS 40 REQUIRED PROVIDED WATER CLOSETS LAVATORIES BATHTUBS/ SHOWERS DRINKING FOUNTAIN SERVICE SINK 5 4 1 1 6 6 6 6 1 5 40/8** = 5 40/12** = 3.3 40/100 = 0.4 140/8** = 5 11/35 = 0.3 - Institutional Areas - Includes (Attorney Room and Temp Holding) *2902.1.1 FIXTURE CALCULATIONS EXCEPTION: THE TOTAL OCCUPANT LOAD SHALL NOT BE REQUIRED TO BE DIVIDED IN HALF WHERE APPROVED STATISTICAL DATA INDICATES A DISTRIBUTION OF THE SEXES OF OTHER THAN 50 PERCENT OF EACH SEX. *2902.1.1 FIXTURE CALCULATIONS EXCEPTION: THE TOTAL OCCUPANT LOAD SHALL NOT BE REQUIRED TO BE DIVIDED IN HALF WHERE APPROVED STATISTICAL DATA INDICATES A DISTRIBUTION OF THE SEXES OF OTHER THAN 50 PERCENT OF EACH SEX. **CALCULATIONS ARE PER THE STANDARDS FOR THE ADULT LOCAL DETENTION FACILITIES, THIRD EDITION. SECTION 3-ALDF-2C-08. Institutional 1 per 25 1 per 35 - 1 per 100 - OCCUPANCY WITHOUT SPRINKLER SYSTEM (FEET) WITH SPRINKLER SYSTEM (FEET) TABLE 1017.2 -EXIT ACCESS TRAVEL DISTANCE I-2, I-3 NOT PERMITTED 200 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT -Accessory Storage Areas, Mechanical Equipment Rooms -Classroom Area -Institutional Areas -Sleeping Areas -Kitchen -Inmate Housing TABLE 1004.5 OCCUPANT LOAD FACTOR 300 gross 50 net 240 gross 120 gross 200 gross 1 Per Bed FUNCTION OF SPACE MEANS OF EGRESS - OCCUPANCY LOAD: CALCULATED BY THE FOLLOWING OCCUPANCY FACTORS FROM TABLE 1004.5 FUNCTION OF SPACE OCCUPANCY ACCESSORY SOTAGE AREAS,6 MECHANICAL EQUIPMENT ROOMS CLASSROOM AREA 5 INSTITUTIONAL AREA 17 SLEEPING AREAS 4 KITCHEN 4 INMATE HOUSING 40 BUILDING ADDITION TOTAL OCCUPANCY 76 UP DN SYMBOL LEGEND WALL SEPARATION LEGEND ### ### 0 0 0 0 - OCCUPANCY LOAD - ACCESSORY USE AREA (OCCUPANCY LOAD IS NOT INCLUDED IN LOADS BEYOND THIS ROOM) - COMBINED OCCUPANT LOAD AT A GIVEN DOOR OR STAIR - TOTAL EXIT CAPACITY OF DOOR OR STAIR (THE CAPACITY OF DOORS ARE DETERMINED AS FOLLOWS: CLEAR OPENING WIDTH IN INCHES DIVIDED BY 0.2 THE CAPACITY OF STAIRS ARE DETERMINED AS FOLLOWS WIDTH IN INCHES DIVIDED BY 0.3) - COMBINED OCCUPANT LOAD AT A GIVEN DOOR. (SUM OF THESE EQUALS TOTAL OCCUPANT LOAD) - TOTAL EXIT CAPACITY OF DOOR (THE CAPACITY OF DOORS ARE DETERMINED AS FOLLOWS: CLEAR OPENING WIDTH IN INCHES DIVIDED BY 0.2) PD XX MIN - PANIC DEVICE - DOOR FIRE RATING WALL HOURLY RATING 1-FB = 1 HOUR FIRE BARRIER 1-VS = 1 HOUR VERTICAL SHAFT SP = SMOKE PARTITION ROOM NAME RM #SQ.FT. X X X - CODE ROOM TAG OCCUPANT LOAD OCCUPANT LOAD FACTOR OCCUPANT TYPE FEC - FIRE EXTINGUISHER LOCATION - EGRESS PATH - EXIT ACCESS TRAVEL DISTANCE 246 SF PROGRAMS 121 50 5I-3MECHANICAL 118 31 SF JANITOR 119 300 1I-3 CORRIDOR 124 125 SF OFFICER 126 240 1I-3 DAYROOM 133 DAYROOM 127 253 SF HOUSING 6 BEDS 138 120 6I-3 339 SF HOUSING 8 BEDS 137 120 8I-3 339 SF HOUSING 6 BEDS 135 120 6I-3 OUTDOOR RECREATION 134 OUTDOOR RECREATION 132 340 SF HOUSING 6 BEDS 131 120 6I-3 339 SF HOUSING 8 BEDS 129 120 8I-3 253 SF HOUSING 6 BEDS 128 120 6I-3 SALLYPORT 125 CHASE 130CHASE 136 427 SF KITCHEN 102 200 3I-3 543 SF SALLYPORT 101 240 3I-3 113 SF IDF, SECURITY AND ELECTRONICS 104 300 1I-3 45 SF CHANGING ROOM 107 240 1I-3 105 SF MEDICAL EXAM 105 240 1I-3 591 SF BOOKING 108 240 3I-3 101 SF HOLDING 109 120 1I-3 101 SF HOLDING 110 120 1I-3 101 SF HOLDING 111 120 1I-3 108 SF ADA HOLDING 112 120 1I-3 ELEC. 122 STAFF RR 117 VEST. 114 ACC ACC 1 2020 48 3 6 8 6 6 8 51111 ACC ACC 1 13 3 6 LONGEST PATH OF TRAVEL CONT. FROM SECOND FLOOR EXIT ACCESS TRAVEL DISTANCE = 189' - 2" (WITH SPRINKLER SYSTEM - 200' MAX) 3 1 ACC 1 ELEV. ? ? 1 -FB 1 -FB 1 -FB 1 -VS 1 -VS 1 -VS 1 -VS ACC ACC ACC 1 -FB 1 -FB CORRIDOR (SHELLED) 139 194 SF RADIO EQUIPMENT 140 300 1I-3 99 SF WORKROOM (SHELLED) 141 240 1I-3 RESTROOM (SHELLED) 142 853 SF DISPATCH (SHELLED) 143 240 4I-3 SHELL SPACE 21 21 21 7 48 243 ACCESS TO PUBLIC WAY ACCESS TO PUBLIC WAY 14 6 7 ACC 1 4 1 5 7 ACC ACC ACC EXISTING BUILDING FREMONT COUNTY COURTHOUSE EXISTING BUILDING FREMONT COUNTY SHERIFF'S OFFICE FEC FIRE RISER 120 ACC 271 SF SHELL SPACE 123 300 1I-3 1 1 -FB 1 -FB 1 -FB 1 -FB 27 SF STORAGE 115 300 1I-3 STAIR 116 1 1 80 SF DRY STORAGE 103 200 1I-3 81 SF PROPERTY STORAGE 106 240 1I-3 1 7 164 FIR E S E P A R A T I O N DIS T A N C E F R O M EX I S T I N G B U I L D I N G STAIR 144 SP SP 1 0 ' - 0 " SP SP SP SP SPSP SP SP SP SP OCCUPANCY GROUP ACCESSORY STORAGE, MECH EQUIP ROOMS BUSINESS AREAS INSTITUTIONAL SLEEPING AREAS 1 -FB 1 -FB 1 -FB 8' - 6 " SPSP DN CORR. 201 93 SF STORAGE 203 300 1I-3 49 SF ATTORNEY 204 240 1I-3 64 SF TEMP. HOLDING 205 240 1I-3 ACC 1 1 1 3 ELEV. 1 -VS 1 -VS 1 -VS OCCUPANCY GROUP ACCESSORY STORAGE, MECH EQUIP ROOMS BUSINESS AREAS STARTING POINT FOR LONGEST PATH OF TRAVEL EXISTING BUILDING FREMONT COUNTY COURTHOUSE EXISTING BUILDING FREMONT COUNTY SHERIFF'S OFFICE MECH. 202 ACC EXISTING REC YARD BELOW NEW REC YARD BELOW NEW REC YARD BELOW 1 -FB 10 ' - 0 " FIR E S E P A R A T I O N DIS T A N C E F R O M EX I S T I N G B U I L D I N G FIR E S E P A R A T I O N DIS T A N C E F R O M EX I S T I N G B U I L D I N G 1 -FB 1 -FB FD 45 MIN. 1 -FB 1 0 ' - 0 " SYMBOL LEGEND WALL SEPARATION LEGEND ### ### 0 0 0 0 - OCCUPANCY LOAD - ACCESSORY USE AREA (OCCUPANCY LOAD IS NOT INCLUDED IN LOADS BEYOND THIS ROOM) - COMBINED OCCUPANT LOAD AT A GIVEN DOOR OR STAIR - TOTAL EXIT CAPACITY OF DOOR OR STAIR (THE CAPACITY OF DOORS ARE DETERMINED AS FOLLOWS: CLEAR OPENING WIDTH IN INCHES DIVIDED BY 0.2 THE CAPACITY OF STAIRS ARE DETERMINED AS FOLLOWS WIDTH IN INCHES DIVIDED BY 0.3) - COMBINED OCCUPANT LOAD AT A GIVEN DOOR. (SUM OF THESE EQUALS TOTAL OCCUPANT LOAD) - TOTAL EXIT CAPACITY OF DOOR (THE CAPACITY OF DOORS ARE DETERMINED AS FOLLOWS: CLEAR OPENING WIDTH IN INCHES DIVIDED BY 0.2) PD XX MIN - PANIC DEVICE - DOOR FIRE RATING WALL HOURLY RATING 1-FB = 1 HOUR FIRE BARRIER 1-VS = 1 HOUR VERTICAL SHAFT SP = SMOKE PARTITION ROOM NAME RM # SQ.FT. X X X - CODE ROOM TAG OCCUPANT LOAD OCCUPANT LOAD FACTOR OCCUPANT TYPE FEC - FIRE EXTINGUISHER LOCATION - EGRESS PATH - EXIT ACCESS TRAVEL DISTANCE EXISTING MAIN ENTRY STAFF ENTRY D.01 D.01 D.05 D.05 D.05 D.05 D.06 D.02 D.03 D.04D.04 D.03 D.02 D.08 EXISTING BUILDING FREMONT COUNTY COURTHOUSE EXISTING BUILDING FREMONT COUNTY SHERIFF'S OFFICE EXISTING PARKING LOT D.09 D.10D.10 W 2ND N N 2 N D W D.12 D.13D.13 D.14D.14 D.15D.15 FIE L D V E R I F Y D.16 D.11 D.20 D.11 EXISTING PARKING LOT EXISTING BUILDING FREMONT COUNTY COURTHOUSE EXISTING BUILDING FREMONT COUNTY SHERIFF'S OFFICE EXISTING SECURITY MESH D.06 D.07 D.09 3 ' - 0 " D.17 D.18 D.19 41 DA1.2 PHOTO D.21 D.21 W 1ST N W 2ND N N 2 N D W N 1 S T W EXISTING PARKING NEW BUILDING B C D E F G H 2 3 4 5 6 1 A 4.5 EXISTING BUILDING FREMONT COUNTY COURTHOUSE EXISTING BUILDING FREMONT COUNTY SHERIFF'S OFFICE 32.01 03.01 03.0105.01 05.01 32.01 32.03 22.11 22.15 22.1322.13STAFF ENTRY 5' - 0 " 5' - 0" 26.01 28.02 22.12 6' - 0 " 03.01 03.01 03.01 03.01 03.01 10.05 22.16 DN DN B C D E F G H 2 3 4 5 6 1 A 4.5 B C D E 4 5 6 4.5 490 SF CORR. 201 TEMP. HOLDING 205 ATTORNEY 204 STORAGE 203 201 SF MECH. 202 PRIMARY SECURITY SECONDARY SECURITY TERTIARY SECURITY HIGH SECURITY (CONTROL ROOM) SECURITY LEGEND A. ALL EXPOSED FASTENERS WITHIN THE SECURED PERIMETER SHALL BE SECURITY TORX HEAD. CONTRACTORS SHALL PROVIDE TORX HEAD BITS FOR THE VARIOUS SIZED FASTENERS INSTALLED. B. SECURITY BARRIER COMPRISED OF 1/2" DIA, 8" OC BARS SHALL BE INCORPORATED AT ALL LOCATIONS UNLESS SPECIFICALLY DETAILED OTHERWISE. SECURITY FENCING SPECIFICALLY INDICATED AND DETAILED WITHIN THE OUTDOOR RECREATIONAL AREA MAY NOT BE SUBSTITUTED FOR THE 1/2" DIAMETER BARS REQUIRED IN ALL OTHER LOCATIONS WHICH IT IS NOT SPECIFICALLY CALLED OUT AND DETAILED SECURITY NOTES A. SECURITY SEALANT SHALL BE PROVIDED IN JOINTS 1/16" OR GREATER AT LOCATIONS INDICATED BELOW. B. SEALANT IN CELLS SHALL BE "PICK PROOF". C. SEALANT IN DAYROOMS AND SUB-DAYROOMS SHALL BE "PICK RESISTANT". D. "PICK PROOF" TYPE SEALANT SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS: a. DETENTION BED INTERFACE TO WALLS. b. STAINLESS TOILETS. c. DETENTION LIGHT HOUSING AT CELLS AND SUB-DAYROOMS. d. H.M. WINDOW FRAMES IN CELLS. E. "PICK RESISTENT" TYPE SEALANT SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS: a. EXPOSED FLOOR JOINTS IN CELLS, SUB-DAYROOMS AND DAYROOMS . b. EXPOSED JOINTS IN CONCRETE CEILING DECK WITHIN CELLS. c. H.M. WINDOW FRAMES AT SUB-DAYROOMS (BOTH SIDES OF FRAME SECURITY SEALANT NOTES A. REFER TO SECURITY WALL REINFORCING DETAILS AND MATRIX FOR REINFORCEMENTS FOR SECURITY WALLS. REFER TO STRUCTURAL DRAWINGS FOR STRUCUTRAL REINFORCEMENT OF WALLS. REINFORCEMENT REQUIREMENTS THAT ARE MOST STRINGENT SHALL GOVERN. B. PROVIDE SECURITY BARRIER AT ALL OPENINGS AND HVAC PENETRATIONS IN SECURE PERIMETER ENVELOPE AND OTHER AREAS AS INDICATED, INCLUDING WALLS, FLOORS, AND ROOF STRUCTURES, MECHANICAL SHAFT OPENINGS AND SKYLIGHTS, EXCEPT WHEN THE FOLLOWING CONDITIONS EXIST: a. OPENING IS 8 INCHES X 8 INCHES OR LESS IN SIZE. b. OPENING IS 5 INCHES WIDE OR LESS IN ONE DIRECTION. c. OPENING IS LESS THAN 8 INCHES IN DIAMETER. d. OPENING IS PROTECTED BY A DETENTION DOOR OR WINDOW FRAME, SECURITY TYPE HVAC REGISTER DIFFUSER/GRILLE. C. CONTRACTOR SHALL COORDINATE SIZE AND LOCATION OF HVAC PENETRATIONS REQUIRING SECURITY GRILLES WITH MECHANICAL SUBCONTRACTOR. D. THE BELOW SECURITY SEPARATION LINES ARE REQUIRED TO BE CONTIGUOUSLY PROVIDED FOR THE SECURITY CONTAINTMENT REQUIRED. E. COORDINATION WITH ALL CONSTRUCTION DOCUMENTS ARE NECESSARY TO PROVIDE ALL REINFORCING AND GROUTING REQUIREMENTS FOR STRUCTURAL AND SECURITY. F. ALL SECURITY CMU WALLS ARE TO BE SOLID GROUTED WITH 3,000 PSI GROUT. G. ALL SECURITY WALLS ARE TO EXTEND TO UNDERSIDE OF DECK EXCEPT WHERE SECURE CEILING IS PROVIDED. SECURITY WALL NOTES CONSTRUCTION COMPONENT SECURITY ENVELOPE REINFORCING MATRIX PRIMARY ENVELOPE SECONDARY ENVELOPE TERTIARY ENVELOPE FLOORS WALL CEILINGS DOOR / WINDOW FRAMES SECURITY GLAZING HVAC, OPENINGS CIP CONCRETE REQUIRED / SECT 055963 REQUIRED / SECT 055963 N/A 8", 10", 12", OR 16" CMU #4 @ 8" O.C. VERT. & #5 @ 16" O.C. HORIZ PER STRUCTURAL#4 @ 8" O.C. VERT. & #5 @ 32" O.C. HORIZ METAL STUD AND GYP NOT ALLOWED NOT ALLOWED NOT ALLOWED CIP CONCRETE PER STRUCTURAL PER STRUCTURAL PER STRUCTURAL METAL PLANK SYSTEM 14 GAUGE 14 GAUGE 12 GAUGE 12 GAUGE 14 GUAGE 60 MINUTE ATTACK, MEET ASTM F 1915-03 20 OR 15 MINUTE ATTACK30 MINUTE ATTACK, MEET ASTM F-1915-03 PER STRUCTURAL PER STRUCTURAL PER STRUCTURAL NOTE: THIS IS A MINIMUM; REFER TO STRUCTURAL UP DN A5.125 A5.1 A5.1 A5.1 15 45 35 CORRIDOR CORRIDOR EXISTING BUILDING FREMONT COUNTY COURTHOUSE EXISTING MAIN ENTRY STAFF ENTRY 339 SF HOUSING 8 BEDS 137 339 SF HOUSING 6 BEDS 135 195 SF OUTDOOR RECREATION 134 195 SF OUTDOOR RECREATION 132 340 SF HOUSING 6 BEDS 131 339 SF HOUSING 8 BEDS 129 253 SF HOUSING 6 BEDS 128 639 SF DAYROOM 127 665 SF DAYROOM 133 125 SF OFFICER 126 31 SF JANITOR 119 246 SF PROGRAMS 121 156 SF MECHANICAL 118 43 SF VEST. 114 54 SF STAFF RR 117 639 SF CORRIDOR (SHELLED) 139 85 SF ELEC. 122 108 SF ADA HOLDING 112 101 SF HOLDING 111 101 SF HOLDING 110 101 SF HOLDING 109 591 SF BOOKING 108 45 SF CHANGING ROOM 107 105 SF MEDICAL EXAM 105 113 SF IDF, SECURITY AND ELECTRONICS 104 427 SF KITCHEN 102 543 SF SALLYPORT 101 109 SF CHASE 136 109 SF CHASE 130 75 SF SALLYPORT 125 831 SF CORRIDOR 124 253 SF HOUSING 6 BEDS 138 121A109A110A111A112A 105A 104A 101A 106A 101C 101B 136A 135A 137A 138A 133A 127A 125A 125B 128A 129A 130A 102B 108A 18 SF CHASE C138 18 SF CHASE C128 M8.SP M8.6 M8 M8 M8 M8 M8 M8.SP M8 M8 M8.SP M8 M8 M8M8.SP M8 M8 M8.SP M8 M8 M8 M8 M8 M8 M8.SP M8M8 M8M8M8 M8.1 M8 M8M8M8 SLOPE SLOPE M8 CJ SLOPE SLOPE A10.3 13 A10.3 16 A10.3 14 M8 ADA ADA 35 A6.1 35 A6.1 15 A6.1 15 A6.1 CJ CJ CJ CJ CJ CJ 104' - 0"104' - 0"104' - 0" 194 SF RADIO EQUIPMENT 140 99 SF WORKROOM (SHELLED) 141 54 SF RESTROOM (SHELLED) 142 853 SF DISPATCH (SHELLED) 143 A8.2 34 114A 114B B C D E F G H 2 3 4 5 6 1 A 08.03 05.01 22.02 22.01 22.03 22.04 22.01 22.03 102A 108B 117A 119A 132A 22.05 22.04 08.04 08.04 08.07 22.02 22.02 131A 122A118A 126A 139A A10.3 12 A10.3 15 A10.3 21 23' - 3 5/8"20' - 0"20' - 0"19' - 4"26' - 0"26' - 0"19' - 4" 22.02 22.02 17 ' - 1 1 5 / 8 " 14 ' - 8 " 16 ' - 0 " 22 ' - 0 " 27 ' - 4 " 4.5 A10.3 22 EXISTING BUILDING FREMONT COUNTY SHERIFF'S OFFICE 22.0622.06 W 2ND N N 2 N D W 101' - 0" A10.1 16 A10.3 22 A10.3 23 CJ 32.01 54 A10.1 05.02 1.01 32.0332.03 CJCJ A2.1 21 M8.1 M8.6 M8.4 M8.6 M8 M8 M8.4 M8.4 M8.1 M8.5 M8.5 M8.5 M8.1 M8 M8 104' - 0" 10.01 A2.1 51 A2.1 43 M8 M8 134A M8 104' - 0" 35 A10.1 1/8" / 1'-0"1/8" / 1'-0" A5.1 41 MA T C H E X I S T I N G NE W W A L L I N F I L L 22.07 08.0208.02 08.02 08.02 22.10 10.03 10.03 A10.5 24 12.0512.05 M8 M8.4 M8.4 26.01 STAIR 144 144A 07.02 08.0711.01 11.01 S3 S6 S6 103A M8 A8.3 45 STAIR 116 ELEV. 113 FIRE RISER 120 120A A8.2 33 139B M8.4 24 A10.1 24 A10.1 CJ CJ CJ F3 F1 F3 1.02 M8 M8 S6 A2.1 23 140A 143A 142A 271 SF SHELL SPACE 123 123A 27 SF STORAGE 115 80 SF DRY STORAGE 103 81 SF PROPERTY STORAGE 106 M8 107A CJ CJ 11 A10.5 03.02 M8 M8 M8.1 M8.1 M8.5 10 ' - 0 " 1.02 115A M8.SP M8.SP M8.SP 57 A7.1 A2.1 42 CHASE C109 CHASE C111 56 A7.1 A10.4 44 52 A7.1 53 A7.1 54 A7.1 53 A7.2 OV E R H E A D T U N N E L A2.1 25 A10.4 53 52 A7.2 51 A7.1 M8 FEC 51 A7.2 55 A7.2 56 A7.2 08.04 22.06 22.06 M8.SP 22.06 M8.SP 22.06 28.02 03.06 M8M8 M8.1M8.1M8.1 M8M8 08.02 AP-1 AP-1 AP-1 AP-1 03.01 03.01 A11.1 23 A2.1 41 22.15 3' - 0 " 03.01 03.0103.01 10.05 SLOPE SLOPE 26.01 26.03 26.03 GENERAL NOTES A. GENERAL NOTES APPLY TO ALL SHEETS. B. DIMENSIONS ARE ACTUAL AND ARE TO FACE OF STUDS, FACE OF CONCRETE WALLS, FACE OF CMU WALLS, FACE OF FRAMES, OR CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. C. FINISH FLOOR ELEVATIONS ARE SHOWN THUS: D. FLOOR SPOT ELEVATIONS ARE SHOWN THUS: E. ALL INTERIOR CMU WALLS SHALL BE 8" NOMINAL THICKNESS, UNLESS NOTED OTHERWISE. F. WALL TYPES SHALL BE DESIGNATED ON FLOOR PLANS THUS: SEE SHEET A8.1 FOR WALL TYPES. ALL INTERIOR PARTITIONS ARE WALL TYPE "M8" UNLESS NOTED OTHERWISE. G. ALL MASONRY WALLS AND INTERIOR STUD WALLS SHALL EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE UNLESS NOTED OTHERWISE. SEE REFLECTED CEILING PLAN NOTES. H. PROVISIONS SHALL BE MADE AT ALL FULL HEIGHT NON- BEARING WALLS FOR 1-INCH VERTICAL MOVEMENT OF THE BUILDING STRUCTURE WITHOUT TRANSFER OF COMPRESSIVE LOADS TO WALL. FILL IRREGULARITIES BETWEEN TOP OF WALL AND DECK ABOVE WITH FIRE SAFING INSULATION OR FIRE STOPPING MATERIALS AS REQUIRED TO MEET FIRE RATING OF RESPECTIVE WALLS. SEE DETAILS ON SHEET A10.1. I. SEE SHEETS CP1.1 & CP1.2 FOR LOCATION OF WALLS OF FIRE- RESISTIVE CONSTRUCTION. ALL WALLS OF FIRE-RESISTIVE CONSTRUCTION SHALL EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE. J. ALL PENETRATIONS THROUGH WALLS SHALL BE SEALED WITH THRU-WALL FIRE STOPPING MATERIAL AS REQUIRED TO ACHIEVE THE RESPECTIVE FIRE-RESISTIVE RATING AND SMOKE STOPPAGE. SEE SPECIFICATION SECTION 07 84 13. K. SEE STRUCTURAL DRAWINGS FOR BRACING OF NON-LOAD BEARING MASONRY WALLS. L. FURNISH AND INSTALL FIRE-TREATED WOOD BLOCKING OR METAL BACKING PLATE IN METAL STUD PARTITIONS FOR THE PROPER ANCHORAGE OF ALL WALL ATTACHED ITEMS; I.E. TOILET ACCESSORIES, CASEWORK, MILLWORK, WALL- MOUNTED FIXTURES, DOOR STOPS, AUDIO VISUAL BRACKETS, ETC. M. MASONRY CONTROL JOINTS (CJ) AND CONTROL JOINTS ABOVE (CJA) SHALL BE LOCATED AS SHOWN ON THE FLOOR PLAN AND BUILDING ELEVATIONS, AND WHERE LARGE PLUMBING VENTS OR RISERS OCCUR IN SINGLE WYTHE MASONRY WALLS, AND WHERE MASONRY WALLS BEARING ON THE CONCRETE FLOOR SLAB ABUT MASONRY WALLS BEARING ON CONCRETE FOOTINGS OR AS INDICATED ON DRAWINGS. N. INCLUDE ALL OWNER FURNISHED AND INSTALLED ITEMS AND OWNER FURNISHED AND CONTRACTOR INSTALLED ITEMS IN THE CONSTRUCTION SCHEDULE, AND SHALL COORDINATE WITH THE OWNER TO ACCOMMODATE THESE ITEMS. O. COORDINATE ALL MECHANICAL CHASE SIZES WITH THE MECHANICAL CONTRACTOR. P. COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS THE SIZE AND LOCATION OF EQUIPMENT PADS SHOWN ON PLANS. Q. ARCHITECTURAL FINISH FLOOR ELEVATION 100'-0" EQUALS ACTUAL SITE REFERENCE ELEVATION OF FINISH FLOOR 4968.29 FEET. REFER TO CIVIL DRAWINGS. R. PROVIDE SEISMIC BRACING FOR SUSPENDED CEILINGS OR AS SHOWN ON THE DRAWINGS. TYP. FIN. FL. EL.= ? XXX'-XX" UP DN B C D E F G H 2 3 4 5 6 1 A 4.5 20' - 0"20' - 0"34' - 0"11' - 4"11' - 4" 9' - 4 " 4' - 0 " 7' - 4 " 11 ' - 4 " 8' - 8 " 7' - 4"10' - 8"12' - 8"7' - 4"19' - 4"18' - 8"7' - 4"10' - 8"15' - 4"7' - 4" 8' - 0 " 8' - 8 " 13 ' - 4 " 2' - 8" 4' - 0" 6' - 8" 2' - 0" 4' - 0" 9' - 4"9' - 4"9' - 4"10' - 0"7' - 4 3/8" 5' - 11 5/8"12' - 8"8' - 0"10' - 0"7' - 4"20' - 0"7' - 4" 14 ' - 8 " 10 ' - 0 " 4' - 0 " 2' - 0 " 5' - 4 " SALLYPORT 101 KITCHEN 102 HOUSING 8 BEDS 137 DAYROOM 133 DAYROOM 127 HOUSING 6 BEDS 135 CHASE 136 CHASE 130 HOUSING 6 BEDS 131 OUTDOOR RECREATION 132 OUTDOOR RECREATION 134 HOUSING 8 BEDS 129 HOUSING 6 BEDS 128 SALLYPORT 125 OFFICER 126 PROGRAMS 121 JANITOR 119 ELEC. 122 MECHANICAL 118 DISPATCH (SHELLED) 143 RADIO EQUIPMENT 140 RESTROOM (SHELLED) 142 WORKROOM (SHELLED) 141 CORRIDOR (SHELLED) 139 HOLDING 109 HOLDING 110 HOLDING 111 ADA HOLDING 112 VEST. 114 STAFF RR 117 CORRIDOR 124 HOUSING 6 BEDS 138 MEDICAL EXAM 105 BOOKING 108 CHANGING ROOM 107 IDF, SECURITY AND ELECTRONICS 104 2' - 6 " 2' - 6 " CJ CJCJCJCJ 2' - 6 " 17 ' - 1 1 5 / 8 " 14 ' - 8 " 16 ' - 0 " 8' - 8 " 13 ' - 4 " 27 ' - 4 " 23' - 3 5/8"20' - 0"20' - 0"19' - 4"26' - 0"26' - 0"19' - 4" 7' - 4" 4' - 0"7' - 4" 7' - 4" 3' - 4" 8' - 8"7' - 4"18' - 8"11' - 4" 4' - 0" 2' - 8" 20' - 0"24' - 0"24' - 0"24' - 0"24' - 8" 24 ' - 7 5 / 8 " 24 ' - 8 " 1' - 4 " 4' - 4 " 17 ' - 0 " 14 ' - 0 " 7' - 4 " 12 ' - 8 " 4' - 0 " EXISTING BUILDING FREMONT COUNTY COURTHOUSE EXISTING BUILDING FREMONT COUNTY SHERIFF'S OFFICE 2' - 6 " 2' - 0 " 4 ' - 0"4 ' - 0" 4' - 0 " 5' - 4" 2' - 0" 2' - 8" 2' - 0"12' - 0" 1' - 4" 4' - 0"24' - 8"4' - 0"76' - 8"4' - 0"3' - 3 5/8" 24 ' - 0 " 135.00° STOOP 5' - 0" ST O O P 6' - 0 " T Y P 1' - 6 " T Y P 2' - 1 0 7 / 8 " 8' - 8 " 4' - 8 " 104' - 0"104' - 0" 101' - 0" 104' - 0" 1' - 3 " 4' - 8 " 5 7 .0 0 ° 2' - 8 " 3 ' - 4 " 4' - 0 3/8"2' - 8" 10 ' - 2 " 3' - 8 " 7' - 2 " 10 ' - 0 " 9' - 1 1 5 / 8 " 8' - 0 3 / 8 " 12 ' - 8 " 4' - 0 " 3' - 8" 14' - 6" EQ EQ RE : C I V I L STOOP 5' - 6" STAIR 144 5' - 10"5' - 10" 9' - 6 " 9' - 6 " 6' - 0"10' - 8"1' - 4"8' - 0"44' - 8"11' - 4" 2' - 8" 2' - 0" 104' - 0" 7' - 4 " 1 2 3 . 0 0 ° CJ CJ 16' - 0"15' - 4"CJ 5' - 4" 1 3 5 .0 0 ° 4' - 0" 2' - 0" 6' - 0" 4' - 8" 2' - 8" 4 5 . 0 0 ° 7' - 4 " 4 ' - 0 " 4 ' - 0 " CJ 8' - 0 " CJ 3' - 8" 24 ' - 0 " 2' - 0 " 1 3 5 .0 0 °135.00° 4' - 0 " 4 ' - 0 " 4 5 .0 0 ° 8' - 0 " 22.07 STAIR 116 ELEV. 113 FIRE RISER 120 12' - 4" 10' - 2" CJ 20' - 8"22' - 0"22' - 8" CJ CJ 131' - 11 5/8" STOOP 5' - 0" ST O O P 6' - 0 " 99 ' - 3 5 / 8 " 23 ' - 4 " 3' - 4 " 8" 1' - 6 " 104' - 6" CJ 2' - 0" 4' - 0"22' - 8"4' - 0"24' - 0" 8' - 0 " 19' - 4"18' - 8"18' - 8" CJ SHELL SPACE 123 PROPERTY STORAGE 106 DRY STORAGE 103 STORAGE 115 4' - 6" 1' - 6 " 1' - 5 " EQ E Q EQ E Q 1/8" / 1'-0"1/8" / 1'-0" 1/ 8 " / 1 ' - 0 " 1/ 8 " / 1 ' - 0 " 2' - 2 " 5' - 0" 8" 8" E.J. 5' - 0 " 10 ' - 0 " 1' - 6"1' - 6" 8" E.J. FEC 6" E . J . 3' - 0 " 4' - 0" 6' - 0 " 5' - 0 " DN A5.125 A5.1 A5.1 A5.1 15 45 35 EXISTING REC YARD BELOW EXISTING BUILDING FREMONT COUNTY COURTHOUSE 490 SF CORR. 201 35 A6.1 35 A6.1 15 A6.1 15 A6.1 TEMP. HOLDING 205 ATTORNEY 204 STORAGE 203 205A 204A 201A 201C 203A 201B B C D E F G H 2 3 4 5 6 1 A 05.03 23' - 3 5/8"20' - 0"20' - 0"19' - 4"26' - 0"26' - 0"19' - 4" 17 ' - 1 1 5 / 8 " 14 ' - 8 " 16 ' - 0 " 22 ' - 0 " 27 ' - 4 " 4.5 A10.4 26 EXISTING BUILDING FREMONT COUNTY SHERIFF'S OFFICE 202A 201 SF MECH. 202 A8.2 24 A10.3 25 A10.3 26 A10.4 26 A4.2 15 A5.1 41 03.02 07.02 07.02 08.10 14.01 LM.1 LM.1 M8.4 M8.4 M8 M8.4 M8.4 M8.1 1.05 08.09 LM.1 LM.1 1.05 08.09 08.09 08.09 M8.4 LMW-1LMW-1LMW-1LMW-1 PTW-1 A8.3 35 M8.5 57 A7.1 11 A10.5 56 A7.1 54 A7.2 CJ CJ CJ 03.06 03.06 CJ MATCH NEW FINISH MATERIALS SUCH AS PAINT, CARPET, WOOD TRIM, DOOR VENEER, ECT TO EXISTING COURTHOUSE FINISHES GENERAL NOTES A. GENERAL NOTES APPLY TO ALL SHEETS. B. DIMENSIONS ARE ACTUAL AND ARE TO FACE OF STUDS, FACE OF CONCRETE WALLS, FACE OF CMU WALLS, FACE OF FRAMES, OR CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. C. FINISH FLOOR ELEVATIONS ARE SHOWN THUS: D. FLOOR SPOT ELEVATIONS ARE SHOWN THUS: E. ALL INTERIOR CMU WALLS SHALL BE 8" NOMINAL THICKNESS, UNLESS NOTED OTHERWISE. F. WALL TYPES SHALL BE DESIGNATED ON FLOOR PLANS THUS: SEE SHEET A8.1 FOR WALL TYPES. ALL INTERIOR PARTITIONS ARE WALL TYPE "M8" UNLESS NOTED OTHERWISE. G. ALL MASONRY WALLS AND INTERIOR STUD WALLS SHALL EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE UNLESS NOTED OTHERWISE. SEE REFLECTED CEILING PLAN NOTES. H. PROVISIONS SHALL BE MADE AT ALL FULL HEIGHT NON- BEARING WALLS FOR 1-INCH VERTICAL MOVEMENT OF THE BUILDING STRUCTURE WITHOUT TRANSFER OF COMPRESSIVE LOADS TO WALL. FILL IRREGULARITIES BETWEEN TOP OF WALL AND DECK ABOVE WITH FIRE SAFING INSULATION OR FIRE STOPPING MATERIALS AS REQUIRED TO MEET FIRE RATING OF RESPECTIVE WALLS. SEE DETAILS ON SHEET A10.1. I. SEE SHEETS CP1.1 & CP1.2 FOR LOCATION OF WALLS OF FIRE- RESISTIVE CONSTRUCTION. ALL WALLS OF FIRE-RESISTIVE CONSTRUCTION SHALL EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE. J. ALL PENETRATIONS THROUGH WALLS SHALL BE SEALED WITH THRU-WALL FIRE STOPPING MATERIAL AS REQUIRED TO ACHIEVE THE RESPECTIVE FIRE-RESISTIVE RATING AND SMOKE STOPPAGE. SEE SPECIFICATION SECTION 07 84 13. K. SEE STRUCTURAL DRAWINGS FOR BRACING OF NON-LOAD BEARING MASONRY WALLS. L. FURNISH AND INSTALL FIRE-TREATED WOOD BLOCKING OR METAL BACKING PLATE IN METAL STUD PARTITIONS FOR THE PROPER ANCHORAGE OF ALL WALL ATTACHED ITEMS; I.E. TOILET ACCESSORIES, CASEWORK, MILLWORK, WALL- MOUNTED FIXTURES, DOOR STOPS, AUDIO VISUAL BRACKETS, ETC. M. MASONRY CONTROL JOINTS (CJ) AND CONTROL JOINTS ABOVE (CJA) SHALL BE LOCATED AS SHOWN ON THE FLOOR PLAN AND BUILDING ELEVATIONS, AND WHERE LARGE PLUMBING VENTS OR RISERS OCCUR IN SINGLE WYTHE MASONRY WALLS, AND WHERE MASONRY WALLS BEARING ON THE CONCRETE FLOOR SLAB ABUT MASONRY WALLS BEARING ON CONCRETE FOOTINGS OR AS INDICATED ON DRAWINGS. N. INCLUDE ALL OWNER FURNISHED AND INSTALLED ITEMS AND OWNER FURNISHED AND CONTRACTOR INSTALLED ITEMS IN THE CONSTRUCTION SCHEDULE, AND SHALL COORDINATE WITH THE OWNER TO ACCOMMODATE THESE ITEMS. O. COORDINATE ALL MECHANICAL CHASE SIZES WITH THE MECHANICAL CONTRACTOR. P. COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS THE SIZE AND LOCATION OF EQUIPMENT PADS SHOWN ON PLANS. Q. ARCHITECTURAL FINISH FLOOR ELEVATION 100'-0" EQUALS ACTUAL SITE REFERENCE ELEVATION OF FINISH FLOOR 4968.29 FEET. REFER TO CIVIL DRAWINGS. R. PROVIDE SEISMIC BRACING FOR SUSPENDED CEILINGS OR AS SHOWN ON THE DRAWINGS. TYP. FIN. FL. EL.= ? XXX'-XX" DN B C D E F G H 2 3 4 5 6 1 A 4.5 3' - 8 " 14 ' - 0 " CORR. 201 ATTORNEY 204 TEMP. HOLDING 205 STORAGE 203 EXISTING BUILDING FREMONT COUNTY COURTHOUSE EXISTING BUILDING FREMONT COUNTY SHERIFF'S OFFICE EXISTING REC YARD BELOW NEW REC YARD BELOW NEW REC YARD BELOW 9' - 4"8' - 8"2' - 0"9' - 4"26' - 8" MECH. 202 6' - 9" 5' - 8" 2' - 6 " R O O F A B O V E 1 6 ' - 1 0 " 7' - 4"2' - 0" 1 ' - 4 " 1 2 ' - 0 " 2 7 ' - 4 " 4 ' - 0 " 5' - 4" 5 ' - 0 " 1' - 4" 9' - 4"6' - 8"3' - 4"7' - 4 3/8"5' - 11 5/8"12' - 8" 8" 4' - 8 " 11 ' - 4 " 8' - 0 " 8' - 0 " 4' - 0 " 8' - 8 " 4' - 8 " 23' - 3 5/8"20' - 0"20' - 0"19' - 4"26' - 0"26' - 0"19' - 4" 17 ' - 1 1 5 / 8 " 14 ' - 8 " 16 ' - 0 " 8' - 8 " 13 ' - 4 " 27 ' - 4 " 12' - 0" 5' - 0" 2' - 10" 3' - 8 " 14 ' - 0 " 5' - 8" 6' - 3" 2' - 6 " RO O F A B O V E 16 ' - 1 0 " 5' - 2" ROOF ABOVE 8' - 4" ROOF ABOVE 8' - 4"5' - 2" 4' - 1 " 4' - 0 " CJ CJ 7 ' - 4 " 9 ' - 4 " 2 0 ' - 0 " 19' - 4"9' - 4" 26' - 8" 13 ' - 4 " 7 5 / 8 " 6' - 8 3/4" CLR 8' - 0 3 / 8 " C L R CJ 1 ' - 4 " 1' - 0" 1' - 4" 1' - 0" 2 ' - 0 " 4 ' - 0 " 4' - 0"14' - 8" CJ 2' - 0" E .J . 2 ' - 0 " TOILET ACCESSORIES ABBREVIATIONS ABBREV DESCRIPTION ACC ADA ACCESSIBLE HEIGHT BCS BABY CHANGING STATION EWC ELECTRIC WATER COOLER GB-1 GRAB BAR (BACK WALL) GB-2 GRAB BAR (SIDE WALL) GB-3 GRAB BAR (VERTICAL) GB-4 GRAB BAR (AMBULATORY STALL) GB-5 GRAB BAR (SHOWER) HD ELECTRIC HAND DRYER LAV LAVATORY MBH MOP / BROOM HOLDER MR MIRROR PTD SEMI-RECESSED TOWEL DISPENSER PTD/R SEMI-RECESSED TOWEL AND WASTE RECEPTACLE RH ROBE HOOK SCD SEAT COVER DISPENSER SD LIQUID SOAP DISPENSER SCR SHOWER CURTAIN ROD SND SANITARY NAPKIN DISPOSAL SNV NAPKIN / TAMPON VENDOR SSS STAINLESS STEEL SHELF TTD SURFACE MOUNTED TOILET PAPER DISPENSER US UTILITY SHELF WC WATER CLOSET WR SEMI-RECESSED WASTE RECEPTACLE A. ACCESSIBLE URINAL SHALL PROVIDE CLEAR FLOOR SPACE PER ADA SAD 2010 - 605.3 B. ACCESSIBLE WATER CLOSETS SHALL PROVIDE CLEAR SPACE PER ADA SAD 2010 - 604.3.1 C. ACCESSIBLE LAVATORIES AND SINKS SHALL PROVIDE CLEAR SPACE PER ADA SAD 2010 - 606.2 D. ACCESSIBLE TOILET ROOMS SHALL PROVIDE A TURNING SPACE OF 60 INCHES IN DIAMETER PER ADA SAD 2010 - 304.3.1 E. ACCESSIBLE WATER FOUNTAINS SHALL PROVIDE CLEAR FLOOR SPACE PER ADA SAD 2010 - 602.2 F. ACCESSIBLE TOILET PARTITIONS SHALL COMPLY WITH ADA SAD 2010 - 604.8.1 G. EXPOSED PIPES AND SURFACES UNDER LAVATORIES AND SINKS SAHLL BE INSULATED PER ADA SAD 2010 - 606.5 GENERAL NOTES FOR ACCESSIBILITY MR EWC (ACC) EWC URINAL URINAL (ACC) PTD/R (ACC) LAV LAV TTD SD WC (ACC) WC (ACC) SCD RH (ACC) RH-1 SH(ACC) ELEVATION 1 SH(ACC) ELEVATION 2 MBH US ADA SAD 2010 - 604, 609 ANSI A117.1 2003 - 604.5.1 ADA SAD 2010 - 606.1 ADA SAD 2010 - 604.8.3 ADA SAD 2010 - 608.3.1 ADA SAD 2010 - 603.4 ADA SAD 2010 - 606.1 ADA SAD 2010 - 606.3 ADA SAD 2010 - 604.7 ADA SAD 2010 - 606.1 ADA SAD 2010 - 605.2 ADA SAD 2010 - 602.4 ADULT MOUNTING HEIGHTS TO B . O . 40 " M A X TO S P O U T 36 " M A X 27 " M I N 38 " M I N 43 " M A X 2' - 0 " 17 " M A X T. O . C O N T R O L S 48 " M A X 34 " M A X 27 " M I N 8" MIN 11" MIN 9" M I N 34 " M A X 27 " M I N 9" M I N TO D I S P E N S E R 15 " M I N T O 4 8 " M A X T.O . C O N T R O L S 44 " M I N - 4 8 " M A X FLOOR MOUNTED WC 59" MIN AT WALL HUNG WC 56" MIN AT 12" MAX42" MIN C TO REAR WALL 41" MAX - 39" MIN LGB-3 GB-2 GB-1 T.O . G R A B B A R 33 " M I N - 3 6 " M A X 7" TO 9" 1' - 6 " B.O . G R A B B A R 41 " M A X - 3 9 " M I N 18 " M I N 48 " M A X 60" MIN 1' - 6" 12" MIN 24" MIN 36" MIN 1' - 6 " T.O . G R A B B A R 33 " M I N - 3 6 " M A X T. O . D I S P E N S E R 48 " M A X 1' - 6" 1' - 6" 15" MAX 3' - 0 " B.O . C O N T R O L S 34 " M I N T.O . C O N T R O L S 48 " M A X 5' - 9 " 48 " M A X 1' - 6" 1' - 6" 19 " M A X 17 " M I N 3' - 0 " 6' - 0 " 48 " M A X 40 " M I N T.O . S P O U T RE F L E C T I N G SU R F A C E ADA SAD 2010 - 602.7 DMR-1 ADA SAD 2010 - 603.3 72 " HD (ACC) ADA SAD 2010 - 308 T.O . C O N T R O L S 44 " M I N - 4 8 " M A X DMR-2 TO B . O . 40 " M A X RE F L E C T I N G SU R F A C E E 4.5 STAFF RR 117 MECHANICAL 118 MR 8' - 0 " 8' - 0" A11.1 31 M8 M8 M8 TTD GB-1 GB-2 GB-3 22.08 22.09 32 33 M8 SD FD-1 1' - 5" 1' - 6" 1' - 0 " 34 1' - 6" 3' - 0 " PTD/R F 4 101' - 0" DW-5 DW-5 DW-7 DW-7 OFFICER 126 DAYROOM 133 DAYROOM 127 CORRIDOR 124 DW-6 04.01 08.01 A9.3 31 A9.3 31M8.SP M8.SP A9.3 43 21 A11.1 12' - 4 3/8" STEP 1' - 0" 100' - 6" 104' - 0"103' - 10" PARTIAL HEIGHT WALL STEP M8 1' - 4"10' - 6" CORNER MULLION CORNER MULLION COUNTERTOP 2' - 1 " M8.SP 03.07 7' - 4"6' - 8"4' - 0" 52 A10.1 FINISH FLOOR 100' - 0" 8 ' - 0 " M8.SP M8.SP 4' - 0 3 / 8 " C 5 4.5 M8 M8.1 M8 M8 M8 M8 M8 M8.1 104' - 0" 1' - 4"4' - 0"4' - 8" 22.03 6' - 9 3 / 8 " 1' - 3 " 4' - 8 " ADA HOLDING 112 4' - 0 " 9' - 4 " DMR-2 B 4 ADA CLEARANCE SEAT VELCRO SHOWER CURTAIN SIM M8 M8 1' - 4"4' - 0"2' - 4"4" DASH LINE REPRESENTS: SEAMLESS EPOXY COATING SYSTEM AT WALLS AND FLOOR USE SUBSTRATE TO SLOPE TO DRAIN AT FLOORS OF SHOWERS AT 3" DEPRESSED SLAB FLOOR DETOX TOILET SEAMLESS EPOXY COATING FLOOR SYSTEM OVER TOPPING SLAB 12 A10.5 42 A10.5 SIM A10.5 21 E Q E Q EQ EQ 1' - 8" M83' - 0 " 5 ' - 8 " M8 E.J. 8" E.J . 8" AP-2 E Q E Q M8.SP M8 M8.SP M8 M8 M8 ADA SHOWER CLEARANCE ADA CLEARANCE ADA DETENTION COMBI UNIT CORRIDOR 124 HOUSING 6 BEDS 138 CHASE C138 1' - 4"4' - 8"6' - 0" 4' - 0 3/8" 6' - 0 " 6' - 0 " 4' - 0 " 2' - 0 " FD DASH LINE REPRESENTS: SEAMLESS EPOXY COATING SYSTEM AT WALLS AND FLOOR USE SUBSTRATE TO SLOPE TO DRAIN AT FLOORS OF SHOWERS AT 3" DEPRESSED SLAB SEAT A10.5 41 VELCRO SHOWER CURTAIN A11.1 25 52 A10.5 2' - 0 " 2' - 0" A10.5 21 SEAMLESS EPOXY COATING FLOOR SYSTEM OVER TOPPING SLAB 3 ' - 0 " FD-1 SLOPE TO FLOOR DRAIN 1/4" PER FOOT 24 INCHES FROM DRAIN. 33 A10.5 DMR-2 CHASE 136 HOUSING 6 BEDS 135 3' - 8"A10.5 41 51 A10.5 STAINLESS STEEL SHOWER ENCLOSURE SHOWER HEAD 3' - 0 " C L R 3' - 0" CLR VELCRO SHOWER CURTAIN SEAMLESS EPOXY COATING SYSTEM AT WALLS AND FLOOR USE SUBSTRATE TO SLOPE TO DRAIN AT FLOORS OF SHOWERS AT 3" DEPRESSED SLAB, TYPICAL EQ EQ FD 4 5 .0 0 ° 135.00° 4 ' - 8 " 4 ' - 0 "4' - 0 " EQ EQ 2' - 0" 1' - 4" SEAMLESS EPOXY COATING FLOOR SYSTEM OVER TOPPING SLAB DETENTION COMBI UNIT SLOPE TO FLOOR DRAIN 1/4" PER FOOT 24 INCHES FROM DRAIN. FD-133 A10.5 DMR-1 B 4 A11.113 A11.1 A11.1 A11.1 15 14 11 12 BOOKING 108 35 A12.0 33 A12.0 A10.1 26 2' - 1" 3"1' - 6" 7 ' - 1 " 1 ' - 7 " 3' - 4" M8 M8 M8 12.07 12.07 FEC 05.11 A9.3 54 A. REFLECTED CEILING PLAN GENERAL NOTES APPLY TO ALL REFLECTED CEILING PLAN SHEETS. B. ALL CEILING GRIDS/PANELS SHALL BE CENTERED IN EACH ROOM UNLESS NOTED OTHERWISE. C. CEILING HEIGHTS ARE NOTED ON THE REFLECTED CEILING PLAN UNLESS NOTED OTHERWISE. D. ALL ELECTRICAL FIXTURES, SPEAKERS, SMOKE AND THERMAL DETECTORS, MECHANICAL GRILLES, SPRINKLER HEADS, ETC. SHALL BE CENTERED BETWEEN CEILING GRIDS UNLESS NOTED OTHERWISE. SPRINKLER HEADS SHALL BE WITHIN A 3" RADIUS CENTERED BETWEEN CEILING GRIDS. E. PROVIDE SUSPENSION SYSTEM AROUND ELECTRICAL FIXTURES, MECHANICAL GRILLES, DIFFUSERS, ETC. AT ACOUSTICAL PANEL CEILINGS. F. ALL DIMENSIONS ON REFLECTED CEILING PLANS ARE ACTUAL AND ARE TO THE FOLLOWING UNLESS NOTED OTHERWISE: a. FACE OF FINISHED WALL b. FACE OF FINISHED BULKHEADS c. CENTERLINE OF COLUMNS d. CENTERLINE OF TEES G. IN AREAS WITH EXPOSED STRUCTURE CEILINGS, COORDINATE EXACT LOCATIONS OF MECHANICAL GRILLES, DIFFUSERS, DUCTWORK AND ELECTRICAL FIXTURES WITH EACH REPRESENTATIVE SUBCONTRACTOR. REFLECTED CEILING PLAN GENERAL NOTES APC-1 10' -0" APC-1 10' -0" APC-1 9' -6" GBC-1 9' -0" APC-1 9' -0" APC-1 9' -0" APC-1 9' -0" APC-2 9' -0" CONC-1 9' -0" CONC-1 9' -0" CONC-1 9' -0" CONC-1 9' -0" APC-1 10' -0" 35 A6.1 35 A6.1 15 A6.1 15 A6.1 RADIO EQUIPMENT 140 CORRIDOR (SHELLED) 139 WORKROOM (SHELLED) 141 RESTROOM (SHELLED) 142 DISPATCH (SHELLED) 143 HOLDING 109 HOLDING 110 HOLDING 111 ADA HOLDING 112 VEST. 114 ELEV. 113 STAFF RR 117 MECHANICAL 118 ELEC. 122 PROGRAMS 121 JANITOR 119 SALLYPORT 125 OFFICER 126 DAYROOM 133 DAYROOM 127 HOUSING 6 BEDS 128 HOUSING 8 BEDS 129 HOUSING 6 BEDS 131HOUSING 6 BEDS 135 HOUSING 8 BEDS 137 HOUSING 6 BEDS 138 KITCHEN 102 SALLYPORT 101 BOOKING 108 CHANGING ROOM 107 IDF, SECURITY AND ELECTRONICS 104 MEDICAL EXAM 105 GBC-2 9' -0" APC-1 9' -0" CORRIDOR 124 CONC-1 9' -0" CONC-1 9' -0" CONC-1 9' -0" EXPOSED EXPOSED SECURITY MESH SECURITY MESH CONC-1 9' -0" CONC-1 9' -0" CONC-1 9' -0" MSH-1 14' -8" MSH-1 14' -8" EX P O S E D EXPOSED OPEN TO BEYOND OPEN TO BEYOND EXPOSED EXPOSED EXPOSED EXPOSED B C D E F G H 2 3 4 5 6 1 A EXPOSED APC-1 9' -0" 12 A10.2 12 A10.2 12 A10.2 12 A10.2 31 A10.2 31 A10.213 A10.2 13 A10.2 32 A10.2 22 A10.2 21 A10.2 21 A10.2 16 A10.2 4.5 EXISTING BUILDING FREMONT COUNTY SHERIFF'S OFFICE EXISTING BUILDING FREMONT COUNTY COURTHOUSE EXPOSED EXPOSED EXPOSED 08.04 08.04 08.04 EXPOSED FIRE RISER 120 STAIR 116 STAIR 144 SHELL SPACE 123 EXPOSED EXPOSED EXPOSED DRY STORAGE 103 PROPERTY STORAGE 106 STORAGE 115 CONC-1 9' -0" 57 A7.1 GBC-3 9' -0" 109' - 10"109' - 10" 108' - 10" 56 A7.1 07.10 108' - 10" 108' - 10" ST-01 18' -8" 23 A10.1 1' - 4 3/8" 7' - 4 3 / 8 " 44 A10.2 51 A7.2 NOTE: FROM ELEVATION 100'-0" 42 A10.2 15 A10.2 41 A10.2 11 A10.2 14 A10.2 TYP 10.04 15 A6.1 15 A6.1 CORR. 201 STORAGE 203 ATTORNEY 204 TEMP. HOLDING 205 B C D E 5 6 EXPOSED 4.5 54 A8.3 EXPOSED MECH. 202 APC-1 9' -0" 05.03 EXPOSED 07.0207.02 GBC-2 8' -0" GBC-2 8' -0"APC-1 8' -0" 57 A7.1 07.10 GBC-1 9' -0" GBC-1 9' -0" 08.09 ROOF PLAN GENERAL NOTES A. ROOF PLAN GENERAL NOTES APPLY TO ALL ROOF PLAN SHEETS. B. MOST ROOF SLOPES ARE CREATED BY SLOPING THE ROOF STRUCTURE. SEE STRUCTURAL DRAWINGS FOR ELEVATIONS OF THE HIGH AND LOW POINTS TO DETERMINE PROPER TAPER IN INSULATION. SHADED AREAS INDICATE TAPERED INSULATION. TAPERED INSULATION SHALL PROVIDE A MINIMUM OF 1/4-INCH PER FOOT OF SLOPE TO ROOF DRAINS, UNLESS NOTED OTHERWISE. C. ALL ROOF CURBS TO BE A MINIMUM OF 8" ABOVE ROOFING LEVELS. PROVIDE TAPERED INSULATION ROOF SADDLES AT ROOF CURBS TO PROVIDE APPROPRIATE DRAINAGE. D. SEE STRUCTURAL FOR FRAMING AROUND ROOF PENETRATIONS. E. COORDINATE THE SIZE AND LOCATION OF ROOF PENETRATIONS FOR MECHANICAL AND ELECTRICAL EQUIPMENT. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR PENETRATIONS NOT SHOWN ON THIS SHEET. F. FLASH DRAINS, CURBS, VENTS AND STACKS PER MANUFACTURER'S RECOMMENDATIONS IF DETAIL NOT SHOWN ON PLANS. G. NO ROOF PENETRATIONS ALLOWED WITHIN 4'-0" EACH SIDE OF 2-HR FIREWALL. SEE CODE PLAN FOR WALL LOCATIONS. 35 A6.1 35 A6.1 15 A6.1 15 A6.1 1/ 4 " / 1 ' - 0 " 116' - 0" T.O. PARAPET T.O. PARAPET 1/4" / 1'-0" T.O. PARAPET B C D E F G H 2 3 4 5 6 1 A 4.5 1/4" / 1'-0" 14 A4.2 14 A4.2 14 A4.2 22 A4.2 12 A4.2 52 A4.2 EXISTING BUILDING FREMONT COUNTY COURTHOUSE EXISTING BUILDING FREMONT COUNTY SHERIFF'S OFFICE 1/4" / 1'-0" 07.0507.05 07.05 07.05 EXISTING SECURITY MESH NEW SECURITY MESH NEW SECURITY MESH 08.05 08.05 08.05 54 A8.3 54 A7.2 54 A7.2 52 A4.2 52 A4.2 116' - 0" T.O. PARAPET 14 A4.2 14 A4.2 22 A4.2 23 A4.2 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " A4.2 15 A4.2 15SIM. 134' - 0" 134' - 0" 1/ 4 " / 1 ' - 0 " 07.03 05.03 07.02 07.04 07.02 07.02 07.05 07.05 T.O. PARAPET T.O. PARAPET 14 A4.2 109' - 8" T.O. PARAPET T.O. PARAPET 1.04 07.09 07.09 07.09 23.01 23.01 23.01 3" RD 3" ORD 3" RD 3" ORD 26.01 137' - 4" 116' - 0" 07.05 1/ 4 " / 1 ' - 0 " 07.05 1/4" / 1'-0" 57 A7.1 56 A7.1 07.10 07.10 25 A4.2 43 A10.4 134' - 0" 116' - 8" 07.05 11 A4.2 A4.2 21 A4.2 21 53 A4.2 41 A4.2 SIM 5' - 2"8' - 4"8' - 4"5' - 2" 07.10 R- 0 1 R-01 R- 0 1 R- 0 1 R-02 R- 0 1 R- 0 1 R- 0 1 R-02 R-02 116' - 8" T.O. PARAPET SIM 03.06 03.06 03.06 1 / 4 " / 1'- 0 " 1 /4 " / 1 '-0 "1/4" / 1'-0"1 /4 " / 1 '-0 " 1/4" / 1'-0" 1/4 " / 1'-0 " 1/4" / 1'-0 " 1/4" / 1'-0" 07.03 07.03 1/4" / 1'-0"1 /4 " / 1 '-0 " 1 /4 " / 1 '-0 " 07.05 07.05 07.05 2 '-0 "2'-0" RIVETED LAP SEAM W/ SILICONE SEALANT CONT. BETWEEN LAPPED PIECES SCREW WITH WATERTIGHT WASHER THROUGH COVER PLATE ONLY WALL CONSTRUCTION - SEE WALL TYPES (1) LAYERS TPO MEMBRANE ROOFING SYSTEM AND WRAP OVER TOP OF PARAPET WALL UNDER COPING, TYP. GALVANIZED METAL COVER PLATE OVER VINYL SHEET FLASHING AND BELOW COPING SEALANT BELOW COVER PLATE AT EDGES ROOF SIDE SLOPE SLOPE CONTINUOUS GALVANIZED CLEAT WITH FASTENERS AT 24" O.C. SEALANT FASTENER 22 GA x 12" ANCHOR PLATE - 5'-0" O.C. 24 GA COPING WALL CONSTRUCTION - SEE WALL TYPES 12" WIDE SPLICE PLATE AT COPING JOINT OVER TPO MEMBRANE CAST-IN-PLACE CONCRETE, SEE STRUCTURAL TPO MEMBRANE ROOF DRAIN W/CAST IRON DOME OVERFLOW PIPE -SEE PLUMBING DRAWINGS FOR SIZE DRAIN LEADER - SEE PLUMBING DRAWINGS FOR SIZE WATER DAM 2" OVERFLOW DRAIN W/ CAST IRON DOME CONTINUOUS RIGID THERMAL INSULATION TACKWELD NUT TO GALV STEEL PLATE4" X 3/8" X CONTINUOUS GALV STEEL PLATE GALVANIZED WOVEN SECURITY MESH WITH TWISTED ENDS AND 1/4" HARDWARE CLOTH, TYP. REC SIDE GALV HSS TUBE STEEL, RE: STRUCTURAL WEEP HOLE WHERE OCCURS PIPE OR CONDUIT TYP. CAST-IN PLACE CONCRETE ROOF TYPE R-01 PREFORMED ACCESSORY PIPE BOOT FLASHING. STAINLESS STEEL BANDING CLAMP PER MFG WATER CUT OFF MASTIC APPROVED SEALANT FACTORY APPLIED SEAMING TAPE EXTEND ROOFING MEMBRANE OVER TOP OF PRE-FAB CURB ROOF TYPE R-01 12 " M I N . METAL COUNTERFLASHING CONCRETE CURB, RE: STRUCTURAL SUPPORT RUNNER MECHANICAL UNIT CAST-IN PLACE CONCRETE AND REBAR, RE: STRUCTURAL CRICKET AS REQ'D CONTINUOUS GALV STEEL ANGLE, RE: STRUCTURAL GALV HSS TUBE STEEL, RE: STRUCTURAL CONTINUOUS RIGID THERMAL INSULATION GALVANIZED WOVEN SECURITY MESH WITH TWISTED ENDS AND 1/4" HARDWARE CLOTH, TYP. REC YARD SIDE TACK WELD NUT TO GALV STEEL PLATE 4" X 3/8" CONT. GALV STEEL TOP PLATE MESH ELEVATION RE: RCP INVERTED BOND BEAM PER STRUCTURAL AIR GAP HEMMED DRIP EDGE SLOPE CONT. SEALANT BOTH SIDES TPO SYSTEM WRAP OVER PARAPET, LAP IN WITH FLASHINGS. AIR/ WEATHER BARRIER BOND BEAM RE: STURCTURAL ROOF TYPE R-01 CONT. SEALANT AT TOP OF FLASHING, TYP. PREFINISHED METAL COPING CONT. GALVANIZED CLEAT WITH #10 X 1" RHWS AT 24" O.C. AIR/ WEATHER BARRIER GALV STEEL PLATE WITH HEADED STUDS RE: STRUCTURAL WEEP HOLE BENT PLATE OR CONT. ANGLE, 4 SIDES MITER CORNERS, RE: STRUCTURAL UNIT SKYLIGHT, SEE SPECIFICATIONS INSULATED ROOF CURB AND FLASHING PER MANUFACTURER'S RECOMMENDATIONS NOTE: SKYLIGHTS TO HAVE A MIN. SINGLE SLOPE OF 3/4" PER FT. OR SELECTED SKYLIGHT MANUFACTURER'S MIN. SLOPE REQUIREMENTS ROOF TYPE R-01 10 " M I N NOTE: USE SECURITY SEALANT WHERE JOINT IS EXPOSED IN INMATE OCCUPIED AREAS CEILING FRAMING METAL LATH CAST-IN-PLACE CONCRETE, RE: STRUCTURAL1" STEEL RODS @ 5" O.C. BOTH DIRECTIONS WELDED TO 1/4" STEEL PLATE FRAME SECURED TO STRUCTURAL STEEL FRAMED OPENING - PAINTED 2" ACOUSTICAL CEILING PER PLAN 5/8" IMPACT-RESISTANT TYPE-X GWB,TYP. CEILING ELEVATION RE: RCP MIN 6" CANT STRIP L-CASING BEAD SLOPE 1/8" MIN BOND BEAM, RE: STRUCTURAL CMU WALL, RE: STRUCTURAL RIGID INSULATION MASONRY VENEER HORIZONTAL JOINT REINFORCEMENT W/EYE & PINTLE WALL TIES ROOF SIDE OF PARAPET ROOFING MEMBRANE, EXTEND UP AND OVER TOP OF PARAPET NAILER PER MANUFACTURER REQUIREMENT. USE FIRE TREATED WOOD AT RATED CONDITIONS. TREATED WOOD IS ACCEPTABLE AT NON RATED LOCATIONS. CONTINUOUS SEALANT BOTH SIDES DRIP EDGE AIR/WEATHER BARRIER PREFINISHED SHEET METAL COPING 5" T Y P . 6" T Y P . CMU WALL PER PLAN CONTINUOUS RIGID THERMAL INSULATION AIR GAP MASONRY VENEER TPO MEMBRANE, INSTALL PER MANUFACTURER REQUIREMENTS MASONRY WALL TIES AIR/ WEATHER BARRIER ROOF TYPE R-01 CANT STRIP, INSTALL PER MANUFACTURER RECOMMENDATIONS. THRU-WALL FLASHING WITH DRIP EDGE CUT BLOCK AT BASE FOR ROOF SLOPE SHEET METAL RECEIVER W/ COUNTER FLASHING GROUT SOLID OR MORTAR FILL WEEP VENTS, 24" O.C. MAX MORTAR DROPPING COLLECTION DEVICE TERMINATION BAR CONTINUOUS GALV STEEL ANGLE RE: STRUCTURAL GALV HSS TUBE STEEL RE: STRUCTURAL GALVANIZED WOVEN SECURITY MESH WITH TWISTED ENDS AND 1/4" HARDWARE CLOTH, TYP. REC YARD SIDE TACK WELD NUT TO GALV STEEL PLATE 4" X 3/8" CONT. GALV STEEL TOP PLATE MESH ELEVATION RE: RCP EXTERIOR WALL TYPE PER PLAN CMU WALL, RE: STRUCTURAL A4.2 14 13 A4.2 GALV STEEL PLATE WITH BLIND BOLTS IN SSH TYP EACH SIDE. RE: STRUCTURAL GALV STEEL PLATE WITH HEADED STUDS RE: STRUCTURAL WEEP HOLE BATT INSULATION ROOF TYPE R-02 EXTERIOR SHEATHING METAL EDGE FLASHING WITH CONT. CLEAT FLASHING ASSEMBLY. INSTALL PER MANUFACTURERS RECOMMENDATIONS. DRIP EDGE EXTERIOR SIDE 3-COAT STUCCO SYSTEM REFER TO WALL TYPES 5/8" IMPACT-RESISTANT TYPE-X GWB SECURITY MESH BARRIER INTERIOR SIDE STUCCO TRIM TPO BONDING ADHESIVE METAL STUD INFILL FRAMING FURRING AS REQ'D FILL FLUTES OF ROOF DECK WITH SPRAY INSULATION AT EAVE E.O.D. 1' - 4" METAL DECK RE: STRUCTURAL BRAKE METAL FASCIA METAL STUD BATT INSULATION CAST-IN-PLACE CONCRETE 5/8" GYP. BOARD EXTERIOR SHEATHING 3-COAT STUCCO SYSTEM OVER METAL LATH, PER SPEC ROOF TYPE R-01 WEEP SCREED CANT STRIP INTERIOR SIDE SECURITY BARRIER MESH 8" M I N CONTINUOUS RIGID THERMAL INSULATION BENT PLATE 1/2" X 2" BRACKETS AT 5'-0" O.C. MAX WITH 1/2" DIA. X 0'-3" LAG BOLTS LADDER SIDE RAILS PLATE 1/2" X 2-1/2" 7/8" DIA. X 1'-6" STEEL BAR RUNGS AT 12" O.C. MAX. GROUT CORES SOLID 1' - 6" 3"REF MFR FOR ANCHOR 7 3 / 4 " CONTINUOUS RIGID THERMAL INSULATION53 A4.2 8" WIDE SPLICE PLATE AT COPING JOINT OVER TPO MEMBRANE GALVANIZED WOVEN SECURITY MESH WITH TWISTED ENDS AND 1/4" HARDWARE CLOTH, TYP. REC YARD SIDE TACK WELD NUT TO GALV STEEL TOP PLATE 26'-0" T.O. OF MESH CONT. SEALANT CMU WALL, RE: STRUCTURAL BOND BEAM SE E R C P P L A N F O R H E I G H T REFER TO RCP FOR SECURITY MESH HEIGHT REC YARD SIDE 13 A4.2 CONTINUOUS GALV STEEL ANGLE RE: STRUCTURAL GALV HSS TUBE STEEL RE: STRUCTURAL GALV STEEL PLATE WITH BLIND BOLTS IN SSH TYP EACH SIDE. RE: STRUCTURAL GALV STEEL PLATE WITH HEADED STUDS RE: STRUCTURAL WEEP HOLE 1/4" THICK CHECKER PLATE LANDING WITH 1" TURNED DOWN NOSINGS BOLT CONNECTION BRACKETS PER MANUFACTURER 1" SQ. STEEL BAR RUNGS AT 1'-0" O.C. MAX. SUPPORT BRACKETS TPO MEMBRANE, EXTEND UP AND OVER TOP OF PARAPET ROOF TYPE R-01 R 1 ' - 1 " ROOF TYPE R-01 LADDER SIDE RAILS BOND BEAM PER STRUCTURAL INSTALL TPO ROOFING TRANSITIONS PER MANUFACTURER WRITTEN INSTRUCTIONS. CONT. CANT WALL TYPE PER PLAN 32 A4.2 1' - 0 " MA X 1' - 0 " 5" THRU-WALL FLASHING WITH DRIP EDGE CUT BLOCK AT BASE FOR ROOF SLOPE MA X 1' - 0 " SHEET METAL RECEIVER W/ COUNTER FLASHING GROUT SOLID OR MORTAR FILL WEEP VENTS, 24" O.C. MAX MORTAR DROPPING COLLECTION DEVICE TERMINATION BAR B CONCRETE CURB, RE: STRUCTURAL STAINLESS STEEL EQUIPMENT CURB CAP FLASHING OVER ROOFING MEMBRANE - PROVIDE ADDITIONAL ROOF MEMBRANE FLASHING OVER CURB FOR WEAR CAST-IN-PLACE CONCRETE AND REBAR, RE: STRUCTURAL TPO MEMBRANE, WRAP OVER CURB 6 0 . 0 0 ° ROOF TYPE R-01 CRICKET AS REQ'D PER CURB ORIENTATION FLASHING CAST-IN-PLACE CONCRETE CONTINUOUS RIGID THERMAL INSULATION TPO MEMBRANE CMU WALL, RE: STRUCTURALMASONRY VENEER MASONRY WALL TIE COVER BOARD PREFINISHED DOWNSPOUT LEADER PREFINISHED DOWNSPOUT COLLECTOR 8" PREFINISHED 18 GA. SHEET METAL THRU WALL SCUPPER AIR/ WEATHER BARRIER CLOSURE FLANGE LAP MEMBRANE FLASHING OVER FLANGE. SEAL PER MANUF. RECOMMENDATIONS LOOSE LINTEL, RE: STRUCT FIRE-TREATED WOOD BLOCKING LEVEL 2 121' - 4" 1" GALVANIZED STEEL BAR GRATE PLATFORM HSS TUBE STEEL, RE: STRUCTURAL 1 1/2" O.D. GALVANIZED STEEL PIPE GUARDRAIL GALVANIZED STEEL BAR GRATE TREADS WITH CHECKERED NOSING GALVANIZED STEEL STRINGERS 1 1/2" O.D. GALVANIZED STEEL PIPE HANDRAIL 6 0 . 0 0 ° TREAD DEPTH 5" MIN B 4.5 56 A4.2 36 A4.2 A10.3 14 201A M8.4 M8.4 5' - 0 " 5' - 0" 2 " 2 ' - 0 " 2 " SIM 55 A4.2 CONCRETE CURB V.I.F.121' - 4" 05.13 05.04 05.06 05.05 LEVEL 2 121' - 4" 4.5 36 A4.2 1/4" / 1'-0" 1" GALVANIZED STEEL BAR GRATE PLATFORM 1 1/2" O.D. GALVANIZED STEEL PIPE GUARDRAIL HSS TUBE STEEL, RE: STRUCTURAL ROOF TYPE R-01 COUNTER FLASHING 43 A9.2 3' - 6 " LEVEL 2 121' - 4" B 56 A4.2 3' - 6 " VE R I F Y W I T H R O O F S L O P E 7' - 4 " A4.2 54 1" GALVANIZED STEEL BAR GRATE PLATFORM A4.2 35 GALVANIZED STEEL BAR GRATE TREADS WITH CHECKERED NOSING A4.2 16 1 1/2" O.D. GALVANIZED STEEL PIPE GUARDRAIL 1 1/2" O.D. GALVANIZED STEEL PIPE HANDRAIL SHIPS LADDER CURB GALVANIZED STEEL STRINGERS HSS TUBE STEEL, RE: STRUCTURAL 6 0 . 0 0 ° RIS E R H E I G H T 9- 1 / 2 " M A X TREAD 5" MIN PROJECTION 8-1/2" MIN ROOF TYPE R-01 CONTINUOUS BEAD OF URETHANE SEALANT STAINLESS STEEL CLAMPING RING STEEL TUBE POST, RE: STRUCTURAL CONCRETE ROOF DECK, RE: STRUCTURAL FILL ALL VOIDS WITH LOW EXPANDING FOAM INSULATION EMBEDDED STEEL BASE PLATE, RE: STRUCTURAL ATTACH BOOT JACK TO TPO MEMBRANE, ENSURE A WATER TIGHT SEAL PREFORMED METAL OR MEMBRANE ROOF BOOT JACK 8 " M I N HSS TUBE STEEL, RE: STRUCTURAL 1" GALVANIZED STEEL BAR GRATE 121' - 4" LEVEL 02 1 1/2" O.D. GALVANIZED STEEL PIPE POST @ 4'-0" O.C. MAX 1 1/2" O.D. GALVANIZED STEEL PIPE RAIL MA X 4" WELD PIPE POST TO HSS TUBE STEEL ROOF TYPE R-01 LEVEL 1 100' - 0" LEVEL 2 121' - 4" PARAPET-1 116' - 0" PARAPET-2 134' - 0" 15 A6.1 BCDEFGH A 08.0304.02 05.01 05.03 08.08 1/4" / 1'-0"1/4" / 1'-0" CJ CJ CJ CJ EXISTING BUILDING 08.01 05.01 EXISTING COURTHOUSE BUILDING BEYOND 7' - 4 " SO L D I E R 2' - 8 " 1' - 4 " SO L D I E R 2' - 8 " 2' - 0 " MAS-01 MAS-01 07.08 07.08 05.04 07.03 07.02 23.01 05.05 24 A10.1 SOLDIER LENGTH 18' - 0" 24 A10.1 SOLDIER COURSE LENGTH 54' - 8" 07.02 04.02 23.01 23.01 1 2 ' - 0 " CJ 1 0 ' - 0 " 08.08 STU-1 STU-107.03 07.02 3 ' - 4 " 07.10 16 ' - 0 " CJ 14 A4.2 55 A4.2 T Y P 4 ' - 0 " 28.0128.01 28.02 L-1 L-1 12' - 0"1' - 4" L-2 2 ' - 4 " 2 ' - 4 " CJ LEVEL 1 100' - 0" LEVEL 2 121' - 4" PARAPET-1 116' - 0" PARAPET-2 134' - 0" 35 A6.1 23456 14.5 CJ CJ EXISTING COURTHOUSE BUILDING 25 A10.1 2' - 0 " SO L D I E R 2' - 8 " 1' - 4 " SO L D I E R 2' - 8 " 7' - 4 " MAS-01 MAS-01 STU-1 07.03 SOLDIER LENGTH 36' - 0" 04.02 1 2 ' - 0 " 3 ' - 4 " CJ 07.04 07.10 16 ' - 0 " 12 ' - 8 " 2' - 8 " 2' - 8 " 2' - 0 " SO L D I E R 2' - 8 " 11 ' - 4 " 07.03 1 0 ' - 0 " 26 A10.4 9' - 8 " 05.05 14 A4.2 28.02 CJ 28.01 EQ EQ 28.01 10.05 LEVEL 1 100' - 0" LEVEL 2 121' - 4" PARAPET-1 116' - 0" PARAPET-2 134' - 0" 15 A6.1 OPEN TO NEW BUILDING B C D E F G HA EXISTING BUILDING 08.09 08.09 04.02 05.03 MAS-01 MAS-01 MAS-01 STU-1 STU-1 05.04 05.05 07.02 07.03 23.01 MAS-01 08.09 1 2 ' - 0 " CJ 57 A7.1 3 ' - 4 " 1/4" / 1'-0" 22.15 CJCJ 07.03 1/4" / 1'-0" CJ CJ 07.10 16 ' - 0 " 1 6 ' - 8 " 07.03 32 A8.2 07.03 2' - 0 " SO L D I E R 2' - 8 " 11 ' - 4 " 28.01 L-2 L-1L-1 2' - 4 " 2' - 4 " 26.01 26.03 LEVEL 1 100' - 0" LEVEL 2 121' - 4" PARAPET-1 116' - 0" PARAPET-2 134' - 0" 35 A6.12 3 4 5 614.5 05.03 08.01 EXISTING COURTHOUSE BUILDING EXISTING BUILDING 05.01 MAS-01 23.01 05.04 05.05 07.02 07.02 07.03 23 A10.1 07.04 07.10 8" 16 ' - 0 " 3' - 4 " 12 ' - 8 " 2' - 8 " 18 ' - 8 " OPEN TO BEYOND 28.01 CJ CJ 28.02 28.01 LEVEL 1 100' - 0" LEVEL 2 121' - 4" PARAPET-2 134' - 0" 54 A8.2 5 64.5 EXISTING COURTHOUSE BUILDING 07.0305.03 07.02 05.05 MAS-01 07.02 12 ' - 8 " 2' - 8 " 9' - 0 " 9' - 8 " VE R I F Y 05.04 3 ' - 4 " 1 2 ' - 8 " 2 1 ' - 4 " 23 A10.1 07.04 07.1014 A4.2 OPEN TO BEYOND 53 A4.2 CJ CJ LEVEL 1 100' - 0" LEVEL 2 121' - 4" PARAPET-1 116' - 0" PARAPET-2 134' - 0" BOOKING 108 CORRIDOR (SHELLED) 139 RADIO EQUIPMENT 140 A7.1 51 A7.1 52 A7.1 53 A7.1 54 2 3 4 5 614.5 1/4" / 1'-0" EXISTING COURTHOUSE BUILDING 03.03 03.04 CORR. 201 08.06 07.02 07.03 1/4" / 1'-0" A7.1 57 05.05 05.04 4' - 0 " HOLDING 111 SALLYPORT 101 08.05 05.01 07.05 07.03 07.10 CJ EQ EQ 03.06 OPEN TO BEYOND DW-9 LEVEL 1 100' - 0" PARAPET-1 116' - 0" HOUSING 8 BEDS 129 DAYROOM 127 DAYROOM 133 HOUSING 8 BEDS 137 KITCHEN 102SALLYPORT 101 A7.2 53 A7.2 54 B C D E F G H 1/4" / 1'-0" 08.03 03.05 03.05 1/4" / 1'-0" 03.03 07.06 08.09 08.09 EXISTING BUILDING DRY STORAGE 103 07.03 T Y P 4 ' - 0 " 07.10 2' - 4 " 2' - 4 " LEVEL 1 100' - 0" A4.2 14 1 07.03 03.03 03.04 04.03 A10.1 25 A9.2 16 SIM A9.2 36 SIM 05.02 SLOPE 26 A9.2 SIM 08.03 07.05 28.01 A10.1 54 SIM SALLYPORT 101 4' - 0 " T Y P . 07.11 08.11 R-01 M8.4 LEVEL 1 100' - 0" A10.1 36 A10.2 22 03.04 1/4" / 1'-0" SALLYPORT 101 BOOKING 108 09.02 28.01 SLOPE 03.02 11 A10.5 M8.1 R-01 LEVEL 1 100' - 0" LEVEL 2 121' - 4" PARAPET-2 134' - 0" BOOKING 108 A4.2 14 A4.2 54 4.5 A10.1 33 CORR. 201 HOLDING 111 03.05 07.03 07.05 09.02 09.02 28.01 05.14 03.04 M8.4 R-01 M8 R-01 LEVEL 1 100' - 0" LEVEL 2 121' - 4" CORRIDOR (SHELLED) 139 5 A10.1 33 1/4" / 1'-0" HOLDING 111 CORR. 201 03.05 03.03 03.04 09.02 SIM R-01 M8 LEVEL 1 100' - 0" PARAPET-1 116' - 0" A 8 " CORRIDOR (SHELLED) 139 A10.4 24 A10.4 34 07.03 A10.4 54 EXISTING SHERIFF'S BUILDING 07.05 04.03 EXISTING BASEMENT 07.10 R-01 M8 LEVEL 1 100' - 0" LEVEL 2 121' - 4" PARAPET-2 134' - 0" 6 OPEN TO BEYOND A10.4 45 EXISTING COURTHOUSE 26 A10.4 A10.4 55 CORR. 201 07.1007.03 07.1009.03 RADIO EQUIPMENT 140 07.11 R-01 M8.1 M8.5 LEVEL 1 100' - 0" OUTDOOR RECREATION 134 1 07.03 04.03 03.03 03.04 A10.1 56 A10.1 25SIM A4.2 12 28.03 05.11 05.12 SLOPE M8.4 LEVEL 1 100' - 0" SALLYPORT 101 FEMALE REC YARD B A10.1 31 EXISTING 03.03 04.03 07.04 A10.4 43 03.04 SLOPE 07.10 R-01 M8.1 LEVEL 1 100' - 0" 110' - 0" B.O. CEILING A9.3 13 A9.3 33 A10.2 31 05.08 07.06 05.07 A4.2 24 LIGHT MONITOR @ DAYROOM AREA 1/4" / 1'-0" A9.3 13 A9.3 33 A10.2 31 A4.2 34 07.06 08.06 DAYROOM 133 2' - 8 " RO O F S L O P E VE R I F Y W I T H SIM SIM 03.04 TYP. 1' - 1"05.11 05.11 R-02 LM.1 LEVEL 1 100' - 0" BOOKING 108 A10.2 21 04.03 04.03 A10.1 32 08.01 A10.4 43 A10.4 34 07.10 09.02 EXISTING BUILDING R-01 M8 LEVEL 1 100' - 0" SALLYPORT 125 H A10.2 44 A4.2 14 A9.2 12 SIM 07.03 09.02 04.02 04.03 A9.2 11 08.01CORRIDOR 124 A9.2 42 03.01 07.11 R-01 M8.4 M8 LEVEL 1 100' - 0" 5 A10.1 25 A4.2 14 FIRE RISER 120 07.03 04.03 32.01 04.02 SIM 07.11 M8.4 R-01 CONCRETE MASONRY UNIT, SEE STRUCT FOR SIZE CELLS GROUTED SOLID & REBAR WHERE OCCURS, SEE STRUCT T H K RO U G H CONCRETE MASONRY UNIT, SEE STRUCTURAL FOR SIZE CELLS GROUTED SOLID & REBAR WHERE OCCURS, SEE STRUCT T H K RO U G H MASONRY VENEER 2-1/2" CONTINUOUS RIGID THERMAL INSULATION AIR GAP EXTERIOR INTERIOR BATT INSULATION, R-13 MIN 1/2" EXTERIOR SHEATHING EXTERIOR SIDE 6" METAL STUD FRAMING INTERIOR SIDE 3-COAT STUCCO SYSTEM OVER METAL LATH, PER SPEC GROOVED WEATHER BARRIER/ DRAINAGE PLANE BEHIND METAL LATH PER SPEC AND AS REQUIRED BY ASTM IMPACT-RESISTANT TYPE-X GWB AT FULL HEIGHT SECURITY BARRIER MESH LM.1 STUCCO @ LIGHT MONITOR M8.4 M8 AIR/ WEATHER BARRIER 1' - 3 5 / 8 " MASONRY VENEER ANCHOR REFER TO INTERIOR FINISH SCHEDULES FOR FINISH INFORMATION CONCRETE MASONRY UNIT, SEE STRUCTURAL FOR SIZE CELLS GROUTED SOLID & REBAR WHERE OCCURS, SEE STRUCT T H K RO U G H 4" CONCRETE MASONRY UNIT 2-1/2" CONTINUOUS RIGID THERMAL INSULATION AIR GAP EXTERIOR INTERIOR M8.6 AIR/ WEATHER BARRIER MASONRY VENEER ANCHOR REFER TO INTERIOR FINISH SCHEDULES FOR FINISH INFORMATIONCONDITION AT REC BATT INSULATION, R-13 MIN INTERIOR SIDE 6" METAL STUD FRAMING INTERIOR SIDE IMPACT-RESISTANT TYPE-X GWB AT FULL HEIGHT SECURITY BARRIER MESH LM.2 LIGHT MONITOR (BOTTOM AREA) INTERIOR SIDE IMPACT-RESISTANT TYPE-X GWB AT FULL HEIGHT BATT INSULATION, R-13 MIN INTERIOR SIDE 3 5/8" METAL STUD FRAMING INTERIOR SIDE IMPACT-RESISTANT TYPE-X GWB AT FULL HEIGHT SECURITY BARRIER MESH SE.1 SKYLIGHT @ BOOKING AREA (BOTTOM AREA) INTERIOR SIDE IMPACT-RESISTANT TYPE-X GWB AT FULL HEIGHT RE : S T R U C T VA R I E S 5" 1 / 2 " CONCRETE ROOF DECK RE: STRUCTURAL 5" POLYISO RIGID INSULATION (R-30 MIN) 1/2" COVER BOARD 80 MIL TPO ROOFING MEMBRANE AIR/ WEATHER BARRIER R-01 CONCRETE ROOF ASSEMBLY METAL DECKING, RE: STRUCTURAL 5" POLYISO RIGID INSULATION (R-30 MIN) 1/2" COVER BOARD 80 MIL TPO ROOFING MEMBRANE AIR/ WEATHER BARRIER R-02 METAL DECK ROOF ASSEMBLY @ LIGHT MONITOR RE : S T R U C T 5" 1 / 2 " S3 F1 METAL STUD FURRING 5/8" TYPE-X GYPSUM WALL BOARD REFER TO ARCHITECTURAL FLOOR PLANS FOR WALL TYPE METAL STUD FRAMING 5/8" TYPE-X GYPSUM WALL BOARD S6 M8.1 NON-RATED WALL 1-HR RATED WALL, U-905 3-5/8" STUD FRAMING 6" STUD FRAMING FIBERGLASS-REINFORCED POLYMER (FRP) FIBERGLASS-REINFORCED POLYMER (FRP), WHERE OCCURS SELF-FURRING METAL LATH FIBERGLASS-REINFORCED POLYMER (FRP), WHERE OCCURS 5/8" TYPE-X GYPSUM WALL BOARD F3 1-5/8" STUD FRAMING 3-5/8" STUD FRAMING 1-1/2" CONTINUOUS RIGID THERMAL INSULATION M8.5 NON-RATED WALL 1-HR RATED WALL M8.SP SMOKE PARTITION UP DN DN LEVEL 1 100' - 0" LEVEL 2 121' - 4" LEVEL 3 132' - 0" PARAPET-1 116' - 0" PARAPET-2 134' - 0" 54 A8.2 54.5 52 A8.2 CORRIDOR (SHELLED) 139 A4.2 14 A4.2 14 A8.4 42 A8.4 42 A4.2 54 A4.2 54 MECH. 202 1/4" / 1'-0" 33 A8.4 STAIR 116 A8.4 22 05.06 6 R I S E R S @ 3 ' - 5 1 / 2 " SIM 28.01 R-01 M8.4 M8.4 R-01R-01 LEVEL 1 100' - 0" LEVEL 2 121' - 4" LEVEL 3 132' - 0" PARAPET-2 134' - 0" D 53 A8.2 VEST. 114 A8.4 42 A8.4 42 A4.2 14 A4.2 54 MECH. 202 07.05 51 A8.2 STAIR 116 05.06 5 R I S E R S @ 2 ' - 1 0 1 9 / 3 2 " A8.4 22 07.0207.03 SIM R-01 M8.4 LEVEL 1 100' - 0" LEVEL 2 121' - 4" LEVEL 3 132' - 0" PARAPET-2 134' - 0" C D 53 A8.2 ADA HOLDING 112 A4.2 14 03.04 03.03 A4.2 54 08.01 32 A8.4 MECH. 202 A8.4 12 33 A8.4 A8.4 42 05.06 07.03 07.02 05.05 51 A8.2 5 R I S E R S @ 2 ' - 1 0 1 9 / 3 2 " 21 A8.4 31 A8.4 05.06 05.05 05.06 SIM 07.05 STAIR 116 STORAGE 115 03.06 07.03 A8.4 13 R-01 M8.4 R-01 17 R I S E R S @ 9 ' - 9 5 / 8 " 54 A8.2 D 5 4.5 53 A8.2 53 A8.2 52 A8.2 42 A8.4 33 A8.4A8.4 52 M8 M8.1 M8 M8 M8M8.1 2" LANDING 4' - 2 3/8" 4 TREADS @ 11" 3' - 8" LANDING 3' - 10" 2" 2 " L A N D I N G 3 ' - 1 1 " 5 T R E A D S @ 1 1 " 4 ' - 7 " L A N D I N G 3 ' - 1 0 3 /8 " 2 " 1' - 0" 16 TREADS @ 11" 14' - 8" LANDING 5' - 0" 4 TREADS @ 11" 3' - 8" LANDING 4' - 1" 2" 51 A8.2 51 A8.2 2 " 3 ' - 8 " 2 " 4 ' - 0 " 1 1 "3 T R E A D S @ 1 1 " 2 ' - 9 " L A N D I N G 4 ' - 0 " 2 " 1 1 " M8.1 05.05 05.06 STAIR 1161' - 0" 54 A8.2 C 5 53 A8.2 52 A8.2 MECH. 202 201B M8 M8 M8 M8 M8 M8.1A10.3 25 121' - 4" 51 A8.2 A8.4 52 4 ' - 0 " 2 " 3 ' - 8 " 2 " 1' - 0" 16 TREADS @ 11" 14' - 8" 1' - 0" FOR STAIR CONTINUATION SEE STAIR PLAN, LEVEL 1 LEVEL 1 100' - 0" LEVEL 2 121' - 4" PARAPET-2 134' - 0" 54 A8.25 4.5 52 A8.2 1/4" / 1'-0" 4 R I S E R S @ 2 ' - 3 1 1 / 1 6 " 05.06 33 A8.4 STAIR 116 MECH. 202 A4.2 54 SIM R-01 M8.4 M8.4 R-01 6 5' - 4 3/8" 144A 32 A8.2 99' - 0" 94' - 9 1/2" STAIR 144 11 " 7 T R E A D S @ 1 1 " 6' - 5 " 1' - 0 " 07.10 07.02 VERIFY A10.4 33 6 " E .J . LEVEL 1 100' - 0" 6 33 A8.4STAIR 144 CIV I L VE R I F Y W I T H 8 R I S E R S @ 4 ' - 2 1 / 2 " A9.2 33 07.0207.10 08.01 05.06 03.04 07.05 07.03 A4.2 14 SIM 03.01 R-01 A10.4 23 M8.4 33 A10.4 SIM 4.5 54 A8.3 (7 '- 4 " M I N ) C L E A R H O I S T W A Y 8 ' - 0 3 /8 " CLEAR HOISTWAY 6' - 8 3/4" MIN 14.03 14.01 ELEV. 113 53 A8.3 14.04 A8.4 45 46 A8.4 4.5 54 A8.3 CLEAR HOISTWAY 6' - 8 3/4" MIN (7 '- 4 " M I N ) C L E A R H O I S T W A Y 8 ' - 0 3 /8 " ELEV. 113 53 A8.3 14.01 LEVEL 1 100' - 0" LEVEL 2 121' - 4" PARAPET-2 134' - 0" ELEV. 113 VEST. 114 ADA HOLDING 112 CORR. 201 MECH. 202 A8.4 16 A8.4 16 26 A8.4 26 A8.4 A8.4 36 A8.4 36 1/4" / 1'-0" 14.02 14.01 04.01 3 ' - 4 " M I N C L R R E Q 'D 1 2 ' - 8 " 2 1 ' - 4 " 4 ' - 0 " 14.03 53 A8.3 03.06 07.02 07.03 03.05 28.01 05.09 07.11A8.4 55 07.05 A4.2 25 R-02 M8.4 LEVEL 1 100' - 0" LEVEL 2 121' - 4" LEVEL 3 132' - 0" PARAPET-2 134' - 0" 4.5 54 A8.3 3' - 4 " MIN . C L R R E Q ' D 12 ' - 8 " 21 ' - 4 " PIT D E P T H 4' - 0 " 14.01 14.04 14.02 46 A8.4 A4.2 54 05.09 07.03 07.11 R-02 R-01 M8.1 M8.4 R-01 CORRIDOR 124 STORAGE 115 ELEV. 113 4.5 54 A8.3 53 A8.3 (7 '- 4 " M I N ) C L E A R H O I S T W A Y 8 ' - 0 3 /8 " CLEAR HOISTWAY 6' - 8 3/4" MIN 14.04 46 A8.4 8" 8" 55 A8.4 22.14 7" M A X 11" MIN M A X 4 " 1 1/2" DIA. STEEL PIPE HANDRAIL WITH PAINT FINISH 1 1/2" DIA. STEEL PIPE RAILS EQUALLY SPACED WITH PAINT FINISH HANDRAIL EXT. 1' - 0" MIN 1" NOSING 2" 3' - 0 " 3' - 6 " METAL PAN RISERS & CONCRETE FILLED METAL PAN TREADS CLOSURE PLATE HSS STEEL TUBE STRINGER 1 1/2" DIA. STEEL PIPE TOP RAIL WITH PAINT FINISH 1 1/2" DIA. STEEL PIPE POST WITH PAINT FINISH. POSTS TO BE MAX. 4'-0" O.C. 1" DIA. STEEL PIPE HANDRAIL BRACKET WITH PAINT FINISH, AT 4'-0" O.C. (MAX.) CONCRETE FILLED METAL PAN LANDING AND STRUCTURE BY STAIR MANUF. NOTE: ALL EXPOSED METAL SHALL BE PAINTED P-1 CONCRETE TOPPING OVER METAL DECK STEEL ANGLE STEEL BEAM A. GRIND ALL WELDS SMOOTH, PRIME AND PAINT B. EXPOSED METAL SHALL BE PAINTED NOTE: HSS STEEL TUBE STRINGER GUARDRAILS: 1 1/2" DIA. PIPE HANDRAILS: 1 1/2" DIA. PIPE CONCRETE FILLED METAL PAN TREAD RUBBER STAIR TREAD W/ INTEGRATED RISER AND NOSING AS SCHEDULED P-1 3 ' - 0 " 6 " 3' - 0 " 11" MIN 7" M A X 1" NOSING 2 " METAL PAN RISERS & CONCRETE FILLED METAL PAN TREADS CLOSURE PLATE HSS STEEL TUBE STRINGER FLOOR SLAB, REFER TO STRUCTURAL M A X 4 " 1 1/2" DIA. STEEL PIPE HANDRAIL WITH PAINT FINISH 1 1/2" DIA. STEEL PIPE RAILS EQUALLY SPACED WITH PAINT FINISH 1 1/2" DIA. STEEL PIPE TOP RAIL WITH PAINT FINISH 1 1/2" DIA. STEEL PIPE POST WITH PAINT FINISH. POSTS TO BE MAX. 4'-0" O.C. 1" DIA. STEEL PIPE HANDRAIL BRACKET WITH PAINT FINISH, AT 4'-0" O.C. (MAX.) DEPTH 1 TREAD 1' - 7 " 1' - 5 " RETURN HANDRAIL TO POST A8.4 53 A. GRIND ALL WELDS SMOOTH, PRIME, AND PAINT B. ALL EXPOSED METAL SHALL BE PAINTED NOTE: HANDRAILS: 1 1/2" DIA. PIPE WALL BEYOND CONCRETE TOPPING OVER METAL DECK SEALED CONCRETE STEEL BEAM, PER STAIR MANUF. HSS STEEL TUBE STRINGER STEEL ANGLE, PER STAIR MANUF. FLOOR FINISH AS SCHEDULED SEAM RUBBER TREAD TO FLOOR FINISH HANDRAIL WALL MOUNTED BRACKET 7" M A X 11" MIN 1" NOSING 2" P-1 GUARDRAILS: 1 1/2" DIA. PIPE PRIMARY TOP/BOTTOM RAILS AND POSTS W/ 3/8" DIA. SOLID BAR INTERMEDIATE INFILL RAILS CONCRETE FILLED METAL PAN FINISHED W/ RUBBER TREAD W/ INTEGRATED NOSING AND RISER AS SCHEDULED CONCRETE FLOOR SLAB STEEL ANGLE HSS STEEL TUBE STRINGER FLOOR FINISH AS SCHEDULED 11" MIN 1" NOSING 2 " 7" M A X A. GRIND ALL WELDS SMOOTH, PRIME, AND PAINT B. ALL EXPOSED METAL SHALL BE PAINTED NOTE: P-1 A8.4 33 DEPTH 1 TREAD 1 1 / 4 " 1 1/2"1 1/2" 2 " PREMANUFACTURED METAL NOSING CONCRETE FILLED PAN STAIR 3'- 0 " A . F . F . ( T Y P . ) 1-1/2" STD. STEEL PIPE HANDRAIL - PAINTED 1" STD. STEEL PIPE HANDRAIL BRACKET AT 4'-0" O.C. (MAX.) 3/8" THICK X 3/4" DIA. PLATE PLUG WELD GRIND SMOOTH AT CMU - CONTINUOUS WELD AT STEEL POSTS 4" EMBEDMENT 3/8" DIA. EXP. ANCHOR MASONRY WALL TYPE PER PLAN CLEAR 1 1/2" M I N . 1 1 /2 " 1/4" MAX 1 1/2" O.D. STEEL PIPE TOP RAIL, PAINTED 1 1/2" O.D. STEEL PIPE POST @ 4'-0" O.C. MAX, PAINTED EQ E Q E Q E Q E Q E Q E Q 4" M A X T Y P AT S T A I R N O S I N G 3' - 6 " AT S T A I R N O S I N G 3' - 0 " 1 1/2" 4" M A X HSS OR CHANNEL STRINGER,PAINTED CONCRETE FILLED METAL PAN STAIR TREAD, ALL METAL TO BE PAINTED 1 1/2" O.D. STEEL PIPE RAIL, PAINTED 1 1/2" O.D. STEEL PIPE HANDRAIL, PAINTED 1" O.D. STEEL PIPE HANDRAIL BRACKET, 4'-0" O.C. MAX PAINTED A. GRIND ALL WELDS SMOOTH, PRIME, AND PAINT B. ALL EXPOSED METAL SHALL BE PAINTED NOTE: P-1 A8.4 43 A. GRIND ALL WELDS SMOOTH, PRIME AND PAINT B. ALL EXPOSED METAL SHALL BE PAINTED NOTE: 2" CMU WALL, RE: STRUCTURAL CONTINUOUS SEALANT HSS STEEL STAIR STRINGER STRINGER BEYOND CONCRETE TOPPING OVER METAL DECK LANDING INTERMEDIATE SUPPORTS STEEL ANGLE STRINGER BEYOND VARIES - SEE SECTION T.O. LANDING CONTINUOUS SEALANT P-1 1 HOUR RATED 8" CMU ELEVATOR SHAFT WALL ELEVATOR DOOR JAMB; FULLY GROUTED VESTIBULE ELEVATOR SHAFT ELEVATOR FRAME, FULLY GROUTED ELEVATOR FRAME ASSEMBLY ELEVATOR SHAFT CMU BOND BEAM, RE: STRUCTURAL ELEVATOR SHAFT DOOR 26 A8.4 6' -0" 5'-0" 3'-6" 2'-5" 5" CALL BUTTON VISUAL & AUDIBLE HALL LANTERN PER CBC 1116B.1.13 NOTE: THE AUTOMATIC DOOR REOPENING DEVICE IS ACTIVATED IF AN OBJECT PASSES THROUGH EITHER LINE A OR LINE B, LINE A AND LINE B REPRESENT THE VERTICAL LOCATION OF THE DOOR REOPENING DEVICE NOT REQUIRING CONTACT LINE B LINE A 1AT MAIN EXIT FLOOR NOTE: 1. INSTALL 2" HIGH RAISED ARABIC NUMERALS AND RAISED BRAILLE SYMBOLS 60" HIGH FROM FLOOR ON BOTH JAMB PANELS 2. LOCATE GRADE 2 BRAILLE SYMBOLS BELOW RAISED CHARACTERS ELEVATOR SILL; ASSEMBLY BY MANUFACTURER ELEVATOR SHAFT ELEVATOR FRAME REINFORCED PLATE HEAVY WELD AND GROUND SMOOTH 4 " M I N . DOOR SILL SUPPORT ANGLE ELEVATOR SILL GUARD BY ELEVATOR MANUF. VAPOR RETARDER - INSTALL PER MANUFACTURER BELOW GRADE FLUID APPLIED WATER PROOFING AND EPS SUBSTRATE BOARD PERIMETER ANGLE WITH HEADED STUDS, RE: STRUCTURAL CONCRETE SLAB OVER ABC 100' -0" FINISH FLOOR 96' -0" PIT FLOOR CONCRETE SLAB, RE: STRUCTURAL VAPOR RETARDER - INSTALL PER MANUFACTURER BELOW GRADE FLUID APPLIED WATER PROOFING AND EPS SUBSTRATE BOARD SILL ANGLE BY ELEVATOR MANUF 2" x 1/4" STEEL BAR SIDE RAILS 1" DIAMETER SOLID STEEL RUNG - TYP. WITH PEENED FINISH 2 1/2" x 5 1/2" x 1/4" STEEL ANGLE ANCHORED TO WALL AND WELDED TO LADDER STRINGERS A8.4 36 45 A8.4 R A I L E X T E N S I O N 2' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " M A X 1' - 0 " 2" 3/8" X 2" X 2-1/2" X 2-1/2" STEEL ANGLE WITH 3/8" X 3" DIA. EXPANSION ANCHOR SIM 1 1 / 2 " M I N . 3'- 6 " A . F . F . ( T Y P . ) 3'- 0 " A . F . F . ( T Y P . ) 1 1/2" MIN 1-1/4" INSIDE DIA. STEEL PIPE HANDRAIL - PAINT TYP. HANDRAIL BRACKET AT EACH STEEL PIPE GUARDRAIL SUPPORT POST 1/8" 1/8" 1-1/4" INSIDE DIA. STEEL PIPE GUARDRAIL - PAINT TYP. R2 1/4" 1-1/4" STD. STEEL PIPE HANDRAIL 1/ 4 " MA X HANDRAIL BRACKET AT 4'-0" O.C. MAX. 1 1 / 2 " CL R . PLATE 1/4" X 3" DIA. WITH 1/2" X 4" HS 6" EXTEND 1 TREAD DEPTH ON BOTTOM LANDING EXTEND 1'-0" ON TOP LANDING CMU WALL GROUT SOLID, 6" MIN. ALL AROUND PLATE, TYP. 33 A8.4 1 1/4" I.D. STEEL PIPE HANDRAIL -PAINT TYP. 1 1/4" I.D. STEEL PIPE GUARDRAIL -PAINT TYP. 1 1/4" I.D. EXTRA STRONG PIPE VERTICAL HANDRAIL/ GUARDRAIL SUPPORT HANDRAIL BRACKET -SEE DETAIL 13/A8.2 43 A8.4 CORNER OF CMU WALL 1 1/2" DIA. STEEL PIPE HANDRAIL -PAINT TYP. FOR HANDRAIL CONTINUATION, RE: LEVEL 2 FLOOR PLAN A8.4 52 1 1/2" HANDRAILS: 1 1/2" DIA. PIPE WALL BEYOND CONCRETE TOPPING OVER METAL DECK HSS STEEL TUBE STRINGER FLOOR FINISH AS SCHEDULED SEAM RUBBER TREAD TO FLOOR FINISH HANDRAIL WALL MOUNTED BRACKET TREAD 11" 1" CONCRETE FILLED METAL PAN TREAD STEEL ANGLE 7 " M A X 2 " 3/8" DIA. X 3" L EXPANSION BOLT 1' - 6" LADDER ASSEMBLY PER MANUF CMU WALL, RE: STRUCTURAL FULLY GROUTED CELLS C L E A R 4 1 / 2 " 4 1/2" CLEAR 4 1/2" CLEAR STRUCT REFER MANUFACTURER PER ELEV. STRUCT REFER S T R U C T R E F E R 1" GALVANIZED STEEL GRATE WATER STOP, TYP. CONCRETE WALL AT ELEVATOR PIT, RE: STRUCTURAL GALVANIZED ANGLE WITH HEADED STUDS, RE: STRUCTRUAL M A N U F A C T U R E R PE R E L E V A T O R SUMP PUMP HSS STEEL TUBE STRINGER CONCRETE FILLED METAL PAN TREAD PREMANUFACTURED METAL NOSING CMU WALL, RE: STRUCTURAL CONTINUOUS LIGHT GAUGE CLOSURES WITH FIRE SEALANT EACH SIDE FILL VOID SPACES WITH FIRE RESISTIVE INSULATION DN DOOR AND FRAME SCHEDULE GENERAL NOTES A. ALL HOLLOW METAL FRAMES SET IN MASONRY AND CONCRETE WALLS SHALL BE GROUTED SOLID. SEE SHEET A9.2 FOR GROUTING EXTERIOR DOOR FRAMES WITH SECURITY/ACCESS CONTROL HARDWARE AND SPECIFICATION SECTION 08 11 13 FOR FURTHER REQUIREMENTS. B. ALL HOLLOW METAL FRAMES SET IN METAL STUD WALLS SHALL BE FILLED WITH MINERAL WOOL BLANKET INSULATION. C. ALL EXTERIOR FRAMES SHALL BE INSTALLED WITH 1/4" SHIM AND SEALANT AROUND PERIMETER OF FRAME. D. MASONRY LINTELS AND STEEL LINTELS ARE SHOWN ON STRUCTURAL DRAWINGS. E. GLASS TYPES FOR DOORS ARE INDICATED IN THE DOOR GLAZING COLUMN OF THE DOOR AND FRAME SCHEDULE. GLASS TYPES FOR FRAMES ARE INDICATED ON THE FRAME ELEVATIONS OR IN THE SPECIFICATIONS. F. EXTERIOR FRAME TYPES ARE INDICATED WITH THE HEXAGON SYMBOL. G. FOR COILING DOORS, WIDTH AND HEIGHT DIMENSIONS SHOWN IN DOOR AND FRAME SCHEDULE REPRESENT FINISHED OPENING SIZE. CONTRACTOR TO COORDINATE EXACT SIZE OF DOOR WITH MANUFACTURER. H. FRAME MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL CONCEALED CONDUIT AND J-BOXES REQUIRED FOR SECURITY SYSTEM HARDWARE PRIOR TO MANUFACTURING OF HOLLOW METAL FRAMES AND COORDINATE WITH SECURITY HARDWARE AND DEVICES. I. PROVIDE HEAD RECEIVERS AT STOREFRONTS SYSTEMS AS REQUIRED FOR STRUCTURAL DEFLECTION ALLOWANCE. J. SEE SPECIFICATIONS HARDWARE SECTION FOR HARDWARE SETS NOTED IN DOOR AND FRAME SCHEDULE. 108A 133A 127A 125A 128A 129A 135A 138A 137A 121A 126A 125B 102B 101B 136A 130A 105A 104A 101A 106A 110A109A 111A 112A 101C 139A 131A 118A 117A 108B 119A DW-3 DW-2 DW-1 DW-5 DW-4 DW-5 DW-6 DW-1 DW-2 DW-3 DW-8 DW-9 KITCHEN 102 SALLYPORT 101 HOUSING 8 BEDS 137 HOUSING 6 BEDS 135 OUTDOOR RECREATION 134 OUTDOOR RECREATION 132 HOUSING 6 BEDS 131 HOUSING 8 BEDS 129 HOUSING 6 BEDS 128 DAYROOM 127 DAYROOM 133 HOUSING 6 BEDS 138 CORRIDOR 124 MECHANICAL 118 ELEC. 122 PROGRAMS 121 JANITOR 119 SALLYPORT 125 VEST. 114 ADA HOLDING 112HOLDING 111 HOLDING 110 HOLDING 109 BOOKING 108 CHANGING ROOM 107 IDF, SECURITY AND ELECTRONICS 104 MEDICAL EXAM 105 ELEV. 113 RADIO EQUIPMENT 140 WORKROOM (SHELLED) 141 RESTROOM (SHELLED) 142 DISPATCH (SHELLED) 143 CORRIDOR (SHELLED) 139 DW-11 DW-10 DW-9 OFFICER 126 CHASE 130 CHASE 136 102A 114A 114B 122A 132A 143A 142A 140A DW-7 DW-7 SEE DETAILS ON SHEET A10.5 FOR ACCESS PANEL, TYP. NOTE: FUTURE DOOR 134A DW-4 144A 103A FIRE RISER 120 120A STAIR 144 STAIR 116 STAFF RR 117 139B 107A 115A SHELL SPACE 123 PROPERTY STORAGE 106 DRY STORAGE 103 STORAGE 115 123A AP-2 AP-1 AP-1 AP-1 AP-1 DW-1 6' - 0" 6' - 8 " 8" EQ EQ @ DAYROOM SGL-60 2" 2 ' - 5 " 2 " 3 ' - 7 " 4 " SGL-60 SGL-60 SGL-60 DW-2 SEE SCHED 7' - 6 3/8" EQ EQ EQ 7' - 4 " CMU WALL 41 A9.3 11 A9.3 32 A9.3 21 A9.3 SGL-60 CUFFPORT @ DAYROOM 2" 2 ' - 5 " 2 " 3 ' - 7 " 4 " 6' - 8 " 8" SGL-60SGL-60 SGL-60SGL-60SGL-60 SGL-60 DW-3 8' - 8"SEE SCHED 7' - 4 " 6' - 8 " 8" CMU WALL 41 A9.3 11 A9.3 32 A9.3 21 A9.3 SGL-60 EQ EQ EQ @ DAYROOM 4" 3' - 7 " 2" 2' - 5 " 2" SGL-60SGL-60 SGL-60SGL-60SGL-60 SGL-60 ISGL-40B CMU WALL55 A9.3 41 A9.3 4" SEE SCHED 8"6' - 0" 15 A9.2 25 A9.2 8" 8' - 8 " 2" 2 ' - 5 " 2 " 5 ' - 7 " 4" EQ EQ DW-4 4" 1' - 8 " 4" SE E S C H E D ISGL-40BISGL-40B ISGL-40BISGL-40B IS G L - 4 0 B SIM 44 A9.2 16 A10.3 DW-5 6' - 8 3/8" 4' - 0 " 4' - 8 " 51 A9.3 11 A9.3 31 A9.3 SGL-60 @ CONTROL ROOM NOTE: CONTROL ROOM WINDOWS TO BE HIGHER FLOOR ELEVATION EQEQ 3" 4 ' - 0 " 5 " 10' - 0 3/8" EQ EQ EQ SGL-60SGL-60SGL-60SGL-60 DW-6 51 A9.3 21 A9.3 11 A9.3 @ CONTROL ROOMRAISED CONTROL PLATFORM SEE FLOOR PLAN FOR EXTENTS 10' - 6" SGL-60 1' - 4 " 7' - 4 " 2" 6' - 1 0 " 4 " RA I S E D F L O O R 1' - 0 " EQ EQ EQ SGL-60SGL-60 3' - 6 3/8" DW-7 @ CONTROL ROOM SGL-604" 4' - 2 " 2" 4' - 8 " 4' - 0 " 2" 3' - 2 3/8" 2" 31 A9.3 DW-8 4' - 0 " 3' - 4 " 14' - 0" EQ EQ EQ EQ @ PROGRAMS SGL-60 5" 3' - 4 " 3" SGL-60SGL-60SGL-60 21 A9.2 GENERAL NOTES: A. DIMENSIONS THAT ARE NOT ROUGH OPENINGS ARE TO CENTERLINE OF MULLION, UNO. B. BELOW INFORMATION IS FOR INFORMATION ONLY. REFER TO SPECIFICATIONS FOR ALL GLAZING TYPES. C. REFER TO FRAMING DETAILS FOR MULLION SIZES, GLASS STOP LOCATIONS, ETC. DETENTION HOLLOW METAL, WINDOW, LOUVER, AND STOREFRONT SYSTEM TAGS: DW DETENTION WINDOW (INMATE AREAS) PTW PASS THRU WINDOW (INMATE AREAS) - 1/4" DEEP PAPER PASS LMW LIGHT MONITOR WINDOW L LOUVER AP ACCESS PANEL MATERIALS: HM= HOLLOW METAL DHM= DETENTION HOLLOW METAL ALUM= ALUMINUM STL= STEEL SGL-60= SECURITY GLAZING - GLASS-CLAD LAMINATED POLYCARBONATE SGL-20F= SECURITY GLAZING - GLASS-CLAD LAMINATED POLYCARBONATE, FIRE RESISTIVE ISGL-40B= SECURITY GLAZING - LOW-E COATED, CLEAR VISION INSULATED SECURITY GLAZING 205A 204A PTW-1 CORR. 201 STORAGE 203 ATTORNEY 204 TEMP. HOLDING 205 54 A8.2 203A 201B 201A 201C EXISTING WINDOWS TO REMAIN 202A MECH. 202 57 A7.1 3' - 8 3/8" 7' - 4 " DW-10 SGL-60 2" 6 ' - 1 0 " 4 " 2" 3' - 4 3/8" 2" 12 A9.3 A DD2 DFD FLUSH HALF LITE W/ CUFFPORT SECURITY DOOR HALF LITE 3' - 7 " 2 ' - 9 " 6"SEE SCHED 6" TOP & BOTTOM LITE SECURITY DOOR OD SE E S C H E D . SEE SCHEDULE DF4 TOP & BOTTOM LITE W/ FLUSH CUFFPORT SECURITY DOOR @HOLDING AREAS 8 7 / 8 " 1 ' - 0 3 / 8 " 1' - 8 1 / 2 " 2' - 1 0 " 8 1/4" SEE SCHED 8 1/4" 3' - 5 1 / 2 " 3 ' - 6 1 / 2 " 1' - 10 1/2" OVERHEAD COILING DOOR @ SALLYPORT 101 DH VISION 3 SLIT SECURITY DOOR 8 7 / 8 " 1 ' - 0 3 / 8 " 1' - 8 1 / 2 " 2' - 1 0 " 8 1/4" 1' - 7 1/2" 8 1/4" 3' - 0 3 / 4 " 3 ' - 5 1 / 4 " 6" SEE SCHED 6" SE E S C H E D SEE SCHED.SEE SCHED. SE E S C H E D . SE E S C H E D . SEE SCHED.SEE SCHED. SE E S C H E D . SE E S C H E D SEE SCHED.SEE SCHED. SE E S C H E D DF2 TOP & BOTTOM LITE W/ CUFFPORT SECURITY DOOR @ DAYROOM DOOR CONDITION ONLY OCCURS AT 127A & 133A DOORS 2 DOORS TOTAL DD HALF LITE SECURITY DOOR DA 3 ' - 5 3 /4 " 2 ' - 1 0 " SEE SCHED. S E E S C H E D 8 1/4"SEE SCHED 8 1/4" FLUSH SECURITY DOOR 6"SEE SCHED 6" SEE SCHED. S E E S C H E D 6 5 /8 " 9 5 /8 " 1 ' - 8 1 /2 " 3 ' - 5 1 /4 " 10 1/4" SEE SCHED 10 1/4" 3 ' - 5 3 /4 " 2 ' - 1 0 " D12 SECURITY FRAME4" HEAD FRAME FOR CMU WALL D2 SECURITY FRAME W/ SIDELIGHT SE E S C H E D . 4 " 4" SEE SCHED. 9 1/4" 3' - 6 3 / 4 " 3 ' - 4 " 1' - 8" 2 3/4"2"SEE SCHED.2" SE E S C H E D . 4 " S E E S C H E D 4 " 4" SEE SCHED 8" PTW-1 STAINLESS STEEL TRAY INSET IN COUNTER DHM HOLLOW METAL FRAME 2' - 8 " 4' - 0 " 3' - 4" PASS TROUGH WINDOW @ ATTORNEY SEE SCHED SE E S C H E D VA R I E S LOUVER AT LIGHT MONITOR 4 TOTAL L-1 42 A9.3 52 A9.3 11 A9.3 L-2 LOUVER AT ELECTRICAL ROOM 1 TOTAL SGL-60 OPEN TO BELOW OPEN TO BELOW L-1 L-1 L-1 L-1 1/ 4 " / 1 ' - 0 " LMW-1LMW-1 LMW-1 LMW-1 NEW REC YARD BELOW R- 0 1 NEW REC YARD BELOW DW-9 2' - 8" 3" 3 ' - 4 " 5 " @ MEDICAL EXAM 3' - 4 " 4' - 0 " 3" 2' - 2" 3" SGL-60 13' - 2" 2' - 8 " VA R I E S 23 A9.3 33 A9.3 13 A9.3 LMW-1 ROOF LIGHT MONITOR WINDOW 4 TOTAL 2 " 2 ' - 4 " 2 " 2" 3' - 1" 2" 3' - 1" 2" 3' - 1" 2" 3' - 1" 2" ISGL-40B ISGL-40BISGL-40BISGL-40B ROOF SLOPE DW-11 SGL-20F 2" 2' - 4" 2" 2' - 8" 7 ' - 4 " 4 " 6 ' - 1 0 " 2 " @ SALLYPORT 101 CONDUIT, WHERE OCCURS DETENTION HOLLOW METAL FRAME -GROUT SOLID; ALIGN TO FACES OF CMU DETENTION HOLLOW METAL DOOR - SEE DOOR AND FRAME SCHEDULE CMU WALL - SEE FLOOR PLANS FOR WALL TYPES REINFORCING - SEE STRUCTURAL BOND BEAM PER SEE STRUCTURAL DRAWINGS CASING BEAD WITH CONTINUOUS SECURITY SEALANT, ALL SIDES FRAME BEYOND DOOR - SEE DOOR AND FRAME SCHEDULEINMATE SIDE WINDOW STOP GLAZING PER SCHEDULE SECURE SIDE DETENTION HOLLOW METAL FRAME GROUT FRAME SOLID DETENTION HOLLOW METAL FRAME -GROUT SOLID; ALIGN TO FACES OF CMU CASING BEAD WITH CONTINUOUS SECURITY SEALANT, ALL SIDES JAMB ANCHOR DOOR - SEE DOOR AND FRAME SCHEDULE GROUT FRAME SOLID CMU WALL - SEE FLOOR PLANS FOR WALL TYPES REINFORCING - SEE STRUCTURAL INMATE SIDE FRAME BEYOND CONCRETE SLAB OVER A.B.C. DOOR - SEE DOOR AND FRAME SCHEDULE CONDUIT, WHERE OCCURS DETENTION HOLLOW METAL FRAME GROUT FRAME SOLID DETENTION HOLLOW METAL DOOR AS SCHEDULED CONT. SECURITY SEALANT ALL SIDES FRAME BEYOND INTERIOR PUSH SIDE BOND BEAM PER STRUCTURAL DRAWINGS CMU WALL REINFORCING - RE: STRUCTURAL CONTINUOUS RIGID THERMAL INSULATION DRIP EXTERIOR SIDE AIR GAP MASONRY VENEER WEEP VENT MORTAR DEFLECTION DEVICE THRU-WALL FLASHING WITH DRIP EDGE DRIP EDGE STEEL LINTEL PER STRUCTURAL, PAINT TO MATCH JAMB AIR/ WEATHER BARRIER AIR GAP EXTERIOR INTERIOR MASONRY VENEER MASONRY VENEER ANCHOR CMU WALL CELLS GROUTED SOLID, WHERE OCCURS, SEE STRUCT DETENTION HOLLOW METAL DOOR AS SCHEDULED SEALANT ALL AROUND AIR/ WEATHER BARRIER HINGE SIDE JAMB ANCHOR CONTINUOUS RIGID THERMAL INSULATION AIR GAP EXTERIOR INTERIOR MASONRY VENEER MASONRY VENEER ANCHOR CONCRETE MASONRY UNIT CELLS GROUTED SOLID, WHERE OCCURS, SEE STRUCT DETENTION HOLLOW METAL DOOR AS SCHEDULED SEALANT ALL AROUND AIR/ WEATHER BARRIER JAMB ANCHOR CONTINUOUS RIGID THERMAL INSULATION FACE OF VENEER BEYOND EXTERIOR 3/8" JOINT W/ COMPRESSIBLE FILLER AND SEALANT; LOCATE JOINT BELOW DOOR THRESHOLD. PROVIDE WIDER THRESHOLD WHERE REQ'D TO COVER JOINT DETENTION HM FRAME JAMB BEYOND DETENTION HM DOOR AS SCHEDULED THERMALLY BROKEN THRESHOLD SET IN FULL BED OF MASTIC, RE: HARDWARE SCHEDULE CONCRETE STOOP. REFER TO STRUCTURAL FOR REBAR PERIMETER RIGID INSULATION OVER WATERPROOFING INTERIOR BELOW SLAB VAPOR BARRIER VOID FORM AT STOOP LOCATIONS SUPPORT SLABS ON FOOTING, RE: STRUCTURALWIDTH PER SCHEDULE RE: STRUCTURAL CMU WALL - SEE FLOOR PLANS FOR WALL TYPES 1/4" SHIM AS REQUIRED SEALANT BOTH SIDES, TYP HOLLOW METAL FRAME- SEE DOOR AND FRAME SCHEDULE DOOR - SEE DOOR AND FRAME SCHEDULE REINFORCING - SEE STRUCTURAL GROUT FRAME SOLID BOND BEAM PER STRUCTURAL DRAWINGS EXTERIOR SIDEINTERIOR SIDE MASONRY VENEER WEEP VENT DRIP EDGE CONTINUOUS RIGID THERMAL INSULATION AIR GAP MORTAR DEFLECTION DEVICE AIR/ WEATHER BARRIER THRU-WALL FLASHING WITH DRIP EDGE STEEL LINTEL PER STRUCTURAL, PAINT TO MATCH JAMB HOLLOW METAL FRAME - SEE DOOR AND FRAME SCHEDULE SEALANT BOTH SIDES, TYP 1/4" SHIM AS REQUIRED JAMB ANCHOR DOOR - SEE DOOR AND FRAME SCHEDULE GROUT FRAME SOLID MASONRY VENEER REINFORCING - SEE STRUCTURAL EXTERIOR SIDE INTERIOR SIDE AIR/ WEATHER BARRIER CONTINUOUS RIGID THERMAL INSULATION FACE OF VENEER BEYOND EXTERIOR 3/8" JOINT W/ COMPRESSIBLE FILLER AND SEALANT; LOCATE JOINT BELOW DOOR THRESHOLD. PROVIDE WIDER THRESHOLD WHERE REQ'D TO COVER JOINT HOLLOW METAL FRAME JAMB BEYOND DOOR AS SCHEDULED THERMALLY BROKEN THRESHOLD SET IN FULL BED OF MASTIC, RE: HARDWARE SCHEDULE CONCRETE STOOP. REFER TO STRUCTURAL FOR REBAR PERIMETER RIGID INSULATION OVER WATERPROOFING INTERIOR BELOW SLAB VAPOR BARRIER VOID FORM AT STOOP LOCATIONS SUPPORT SLABS ON FOOTING, RE: STRUCTURALWIDTH PER SCHEDULE RE: STRUCTURAL CMU WALL - SEE FLOOR PLANS FOR WALL TYPES 1/4" SHIM AS REQUIRED SEALANT BOTH SIDES, TYP DOOR - SEE DOOR AND FRAME SCHEDULE REINFORCING - SEE STRUCTURAL GROUT FRAME SOLID BOND BEAM PER STRUCTURAL DRAWINGS WALL BEYOND 4" 8" TYPICAL ON ALL DOOR HINGE SIDES UNLESS DIMENSIONED OTHERWISE CMU WALL PER PLAN & WALL TYPES DOOR PER SCHEDULE DOOR FRAME PER SCHEDULE BACKSET 8" NOTE: NOTIFY ARCHITECT IF THE 4" BACKSET DIMENSION IS NOT POSSIBLE DUE TO WALL FRAMING CONDITIONS OR ACCESSIBILITY CLEARANCE CONFLICT. • ALL HOLLOW METAL FRAMES ARE TO BE PAINTED TO MATCH ADJACENT WALL • ALL HOLLOW METAL AND ALUMINUM FRAMES ARE TO HAVE SEALANT AT FLOOR LEVEL MASONRY VENEER FACE OF STEEL PLATE OVERHEAD COILING DOOR HOUSING INSULATED COILING DOOR ASSEMBLY BOND BEAM PER STRUCTURAL DRAWINGS EXTERIOR SIDE INTERIOR SIDE ANCHOR COILING DOOR AND ENCLOSURE PER MANUF. INSTRUCTIONS CONT. STEEL CHANNEL STEEL ANGLE SUPPORTS FOR TRACK ASSEMBLY BOLT STEEL ANGLES TOGETHER PER COILING DOOR MANUF. INSTRUCTIONS WEEP VENTS, 24" O.C. MAX MORTAR DROPPING COLLECTION DEVICE THRU-WALL FLASHING SYSTEM WITH DRIP EDGE AIR/ WEATHER BARRIER RIGID INSULATION AIR/ WEATHER BARRIER EXTERIOR SIDE INTERIOR SIDE CMU WALL, RE: WALL TYPES MASONRY VENEER INSULATED OVERHEAD COILING DOOR JAMB CELL FULLY GROUTED 3/8" STEEL PLATE, PAINTED 3/8" COMPRESSIBLE FILLER BACKER ROD AND SEALANT 4" WEATHERSTRIPPING FACE OF STEEL PLATE BEYOND EXTERIOR CONCRETE SLAB OVER ABC INSULATED COILING DOOR AND GUIDES, PER MANUFACTURER WEATHERSTRIPPING INTERIOR CONTINUOUS DOOR BOTTOM GASKET CONCRETE APRON, RE: CIVIL & STRUCTURAL DRAWINGS PREMOLDED EXPANSIVE JOINT MATERIAL BELOW-GRADE INSULATION AND WATERPROOFING SLOPE AWAY FROM DOOR BELOW-SLAB VAPOR BARRIER 1/2 " CONCRETE FOUNDATION, RE: STRUCTURAL WIDTH PER SCHEDULE RE: STRUCTURAL DETENTION HOLLOW METAL FRAME -GROUT SOLID; ALIGN TO FACES OF CMU CASING BEAD WITH CONTINUOUS SECURITY SEALANT, ALL SIDES JAMB ANCHOR DOOR - SEE DOOR AND FRAME SCHEDULE GROUT FRAME SOLID CMU WALL - SEE FLOOR PLANS FOR WALL TYPES REINFORCING - SEE STRUCTURAL HM FRAME JAMB BEYOND HOLLOW METAL FRAME - SEE DOOR AND FRAME SCHEDULE; ALIGN FRAME WITH FACE OF CMU FINISH FLOOR EXTERIOR HOLLOW METAL FRAME JAMB BEYOND THERMALLY BROKEN THRESHOLD SET IN MASTIC RIGID INSULATION OVER AIR/WEATHER BARRIER INTERIOR CAST-IN-PLACE CONCRETE FLOOR, RE: STRUCTURAL BOND BEAM PER STRUCTURAL DRAWINGS HSS TUBE STEEL, RE: STRUCTURAL 1" GALVANIZED STEEL BAR GRATE EMBED PLATE @ SLAB EDGE, RE: STRUCTURAL HOLLOW METAL DOOR, RE: DOOR AND FRAME SCHEDULE 1/2" DOOR SHOE WITH DRIP EDGE MASONRY VENEER 8" CONDUIT, WHERE OCCURS DETENTION HOLLOW METAL FRAME -GROUT SOLID; ALIGN TO FACES OF CMU DETENTION HOLLOW METAL DOOR - SEE DOOR AND FRAME SCHEDULE BOND BEAM RE: STRUCTURAL REINFORCING, RE: STRUCTURAL WINDOW STOP, TYP GLAZING PER SCHEDULE NOTE: CONDITION AT REC YARD 1/4" SHIM AS REQUIRED SECURITY SEALANT ALL SIDES, TYP EXTERIOR SIDE MASONRY VENEER WEEP VENT DRIP EDGE MORTAR DEFLECTION DEVICE AIR/ WEATHER BARRIER THRU-WALL FLASHING WITH DRIP EDGE STEEL LINTEL, RE: STRUCTURAL PAINT TO MATCH HM FRAME FRAME PER SCHEDULE MASONRY ANCHOR CONTINUOUS SECURITY SEALANT, EACH SIDE DETENTION HOLLOW METAL FRAME GROUT FRAME SOLIDSECURE SIDE CMU WALL DOOR PER SCHEDULE INMATE SIDE LOCKSET WINDOW STOP GLAZING PER SCHEDULE FRAME BEYOND NOTE: CONDITION AT REC YARD 8" SEE SCHED 4" FRAME BEYOND CONCRETE SLAB OVER A.B.C. DOOR - SEE DOOR AND FRAME SCHEDULE SECURITY GLAZING PER SCHEDULE WINDOW STOP WINDOW STOP INMATE SIDE SECURE SIDE S E E G L A Z I N G S C H E D U L E 3 /8 " PASS OPENING IN SHM DOOR CONTINUES TO EDGE OF DOOR BACKUP PLATE CONTINUOUS HINGE PASS DOOR ASSEMBLY (SAME GAUGE AS SHM DOOR) FLUSH LOCK MOUNTING PLATE SNAPLATCH LOCK DOOR REINFORCING AS REQUIRED DHM DOOR AS SCHEDULED LOCK POCKET FLUSH PULL CONTINUOUS HINGE SNAPLATCH LOCK SOUTHERN STEEL 1017A OR EQUAL FLUSH LOCK MOUNTING PLATE PASS DOOR ASSEMBLY (SAME GAUGE AS SHM DOOR) FLUSH PULL SILENCERS SILENCERS DHM DOOR AS SCHEDULED LOCK POCKET 3 /4 " 5 " C L E A R O P E N I N G 3 /4 " 6 1 /2 " P A S S D O O R O P E N I N G A ELEVATION B 3 /4 " 5 " C L E A R O P E N I N G 3 /4 " 6 1 /2 " P A S S D O O R O P E N I N G B SECTION 5/8" TYPE-X GYPSUM BOARD ON METAL STUDS - SEE PLANS FOR WALL TYPES HOLLOW METAL FRAME - SEE DOOR AND FRAME SCHEDULE DOOR , SEE SCHEDULE SEALANT BOTH SIDES, TYP. METAL STUD BOX HEADER SEALANT BOTH SIDES, TYP 1/4" SHIM AS REQUIRED JAMB ANCHOR DOOR - SEE DOOR AND FRAME SCHEDULE GROUT FRAME SOLID REINFORCING - SEE STRUCTURAL CMU WALL - SEE FLOOR PLANS FOR WALL TYPES 5/8" TYPE-X GYPSUM WALL BOARD ON METALS STUDS, SEE PLANS FOR WALL TYPES HOLLOW METAL FRAME, SEE DOOR SCHEDULE SEALANT BOTH SIDES, TYP. JAMB ANCHOR DOOR, SEE SCHEDULE DOUBLE STUDS AT JAMBS 1 /2 " 1 /2 " REC YARD DROPPED STRUCTURAL SLAB OVER ABC, RE: STRUCTURAL SLOPE BELOW-SLAB VAPOR BARRIER CONCRETE TOPPING SLAB WITH HYDRONIC PIPING OVER 2" RIGID INSULATION DAYROOM FACE OF VENEER BEYOND 3/8" JOINT W/ COMPRESSIBLE FILLER AND SEALANT; LOCATE JOINT BELOW DOOR THRESHOLD. PROVIDE WIDER THRESHOLD WHERE REQ'D TO COVER JOINT DETENTION HM FRAME JAMB BEYOND DETENTION HM DOOR AS SCHEDULED THERMALLY BROKEN THRESHOLD SET IN FULL BED OF MASTIC, RE: HARDWARE SCHEDULE PERIMETER RIGID INSULATION OVER WATERPROOFING WIDTH PER SCHEDULE RE: STRUCTURAL 1 /2 " CMU WALL BOND BEAM PER STRUCTURAL. (CONCRETE BEAM AT HOUSING BED WINDOW LOCATIONS, RE: STRUCTURAL) SECURITY GLAZING PER SCHEDULE DETENTION HM FRAME FRAME BEYOND SECURITY SEALANT BOTH SIDES SECURE SIDE GLAZING STOP INMATE SIDE CMU WALL MASONRY ANCHOR CONTINUOUS SECURITY SEALANT, EACH SIDE DETENTION HOLLOW METAL FRAME GROUT FRAME SOLID DHM GLASS STOP SHIM AS REQUIRED SECURE SIDE FRAME BEYOND CMU WALL BEYOND INMATE SIDE GLAZING PER SCHEDULE DETENTION HM FRAME GROUT SOLID SECURITY GLAZING FRAME BEYOND SECURE SIDE GLAZING STOP SECURITY SEALANT BOTH SIDES DETENTION HOLLOW METAL FRAME POST; PAINT TO MATCH DETENTION FRAME 8 " 8" DETENTION HM FRAME GROUT SOLID INMATE SIDE HSS STEEL COLUMN, RE: STRUCTURAL SECURITY GLAZING GLAZING STOP-TYPE AND PLACEMENT VARIES PER GLAZING TYPE AND FRAME GAUGE HOLLOW METAL FRAME (SOLID GROUTED @ MASONRY WALL LOCATION) SECURITY GLAZING INMATE SIDESECURE SIDE FRAME BEYOND FRAME BEYOND REINFORCING PER STRUCTURAL DRAWINGS SECURITY GLAZING PER SCHEDULE GLAZING STOP #3x8" VERT BARS @ 24" O.C. INVERTED BOND BEAM PER STRUCTURAL DRAWINGS CONT. SECURITY SEALANT ALL AROUND HOLLOW METAL FRAME SOLID GROUTED CMU WALL SECURE SIDE INMATE SIDE GLAZING PER SCHEDULE GLAZING STOP CONT. SECURITY SEALANT ALL AROUND HOLLOW METAL FRAME SOLID GROUTED FRAME BEYOND GLAZING PER SCHEDULE GLAZING STOP CONT. SECURITY SEALANT ALL AROUND HOLLOW METAL FRAME SOLID GROUTED SECURE SIDE CONCRETE SLAB OVER ABC 3/8" EXPANSION JOINT INMATE SIDE INVERTED BOND BEAM PER STRUCTURAL DRAWINGS GRADE A TYP DOOR HEAD / JAMB V A R I E S 3 /4 "DOOR POCKET SEE SCHEDULE - TYP 7 5/8" FRAME DEPTH VARIES VARIES 2 3/4" SEE SCHEDULE - TYP 7 5/8" FRAME DEPTH VARIES V A R I E S 1 1 /4 " FRAME DIMENSION VARIES - SEE FRAME ELEVATION DO O R ST O P GL A S S ST O P B TYP SIDE LITE FRAME FRAME DIMENSION VARIES - SEE FRAME ELEVATION APPLIED GLASS STOP FASTENED WITH BUTTON HEAD SECURITY SCREWS 2" IN FROM CORNERS AND AT 8" OC MAX SECURITY GLASS AS SCHEDULED 2" 1 1/4" MASONRY ANCHORSINMATE SIDE CONTINUOUS SECURITY SEALANT, ALL SIDES DETENTION HOLLOW METAL FRAME GROUT FRAME SOLID DHM GLASS STOP FRAME BEYOND METAL COUNTER 1 ' - 4 " SECURITY GLAZING AS SCHEDULED E Q E Q CMU WALL FRAME BEYOND SECURITY GLAZING AS SCHEDULED GLASS STOP INMATE SIDE STAINLESS STEEL COUNTER CONTINUOUS 1/4" BENT STEEL ANGLE SECURE SIDE 1 /4 " 1/4" DEEP PAPER PASS HOLLOW METAL FRAME, FLAT AT PASS-THRU FIRE-TREATED BLOCKING AS REQ'D DETENTION H.M. FRAME, GROUT SOLID SECURITY GLAZING PER SCHEDULE CONT. SECURITY SEALANT BOTH SIDES EXTERIOR SHEATHING FRAME BEYOND DAYROOM SIDE HEADER PER STRUCTURAL DRAWINGS BATT INSULATION EXTERIOR SIDE WINDOW STOP THRU-WALL FLASHING WITH DRIP EDGE AIR/ WEATHER BARRIER, LAP OVER FLASHING 3-COAT STUCCO SYSTEM OVER METAL LATH, PER SPEC 5/8" TYPE-X GYPSUM WALL BOARD SECURITY BARRIER MESH CORNER BEAD 1-1/2" CONTINUOUS RIGID THERMAL INSULATION EXTERIOR SHEATHING DAYROOM SIDE 3-COAT STUCCO SYSTEM OVER METAL LATH, PER SPEC CONT. SECURITY SEALANT BOTH SIDES 5/8" TYPE-X GYPSUM WALL BOARD 6" METAL STUD BATT INSULATION METAL TRACK EXTERIOR SIDE DETENTION H.M. FRAME WINDOW STOP GLAZING REF FRAME SCHEDULE FRAME BEYOND METAL DRIP BACK DAM AIR/ WEATHER BARRIER SECURITY BARRIER MESH CORNER BEAD 1-1/2" CONTINUOUS RIGID THERMAL INSULATION FIRE TREATED BLOCKING AS REQ'D HSS TUBE STEEL, RE: STRUCTURAL LOUVER BIRD/INSECT SCREEN BY LOUVER MANUFACTURER 5/8" TYPE-X GYPSUM WALL BOARD CONT. SECURITY SEALANT BOTH SIDES EXTERIOR SHEATHING WALL BEYOND DAYROOM SIDE HEADER PER STRUCTURAL DRAWINGS BATT INSULATION EXTERIOR SIDE THRU-WALL FLASHING WITH DRIP EDGE METAL DRIP SECURITY BARRIER MESH CORNER BEAD AIR/ WEATHER BARRIER, LAP OVER FLASHING 3-COAT STUCCO SYSTEM OVER METAL LATH, PER SPEC 1-1/2" CONTINUOUS RIGID THERMAL INSULATION DAYROOM SIDE CONT. SECURITY SEALANT BOTH SIDES METAL TRACK EXTERIOR SIDE LOUVER BIRD/INSECT SCREEN BY LOUVER MANUFACTURERWALL BEYOND METAL DRIP BACK DAM 5/8" TYPE-X GYPSUM WALL BOARD SECURITY BARRIER MESH CORNER BEAD EXTERIOR SHEATHING 3-COAT STUCCO SYSTEM OVER METAL LATH, PER SPEC 6" METAL STUD BATT INSULATION AIR/ WEATHER BARRIER 1-1/2" CONTINUOUS RIGID THERMAL INSULATION EXTERIOR SHEATHING DAYROOM SIDE CONT. SECURITY SEALANT BOTH SIDES 6" METAL STUD BATT INSULATION EXTERIOR SIDE DETENTION H.M. FRAME WINDOW STOP AIR/ WEATHER BARRIER 5/8" TYPE-X GYPSUM WALL BOARD SECURITY BARRIER MESH CORNER BEAD 3-COAT STUCCO SYSTEM OVER METAL LATH, PER SPEC 1-1/2" CONTINUOUS RIGID THERMAL INSULATION 12 GA CONT. BENT PLATE DAYROOM SIDE EXTERIOR SIDE BIRD/INSECT SCREEN BY LOUVER MANUFACTURER EXTERIOR SHEATHING CONT. SECURITY SEALANT BOTH SIDES6" METAL STUD BATT INSULATION AIR/ WEATHER BARRIER 5/8" TYPE-X GYPSUM WALL BOARD SECURITY BARRIER MESH CORNER BEAD 3-COAT STUCCO SYSTEM OVER METAL LATH, PER SPEC 1-1/2" CONTINUOUS RIGID THERMAL INSULATION 12 GA CONT. BENT PLATE LOUVER JAMB CMU WALL SECURITY GLAZING AS SCHEDULE DAYROOM SIDE DETENTION HOLLOW METAL FRAME GROUT FRAME SOLID SECURE SIDE CONTINUOUS SECURITY SEALANT, EACH SIDE FRAME BEYOND ALIGN CMU WALL - SEE FLOOR PLANS FOR WALL TYPES 1/4" SHIM AS REQUIRED MASONRY VENEER WEEP VENT DRIP EDGE CONTINUOUS RIGID THERMAL INSULATION MORTAR DEFLECTION DEVICE AIR/ WEATHER BARRIER THRU-WALL FLASHING WITH DRIP EDGE LOUVER BIRD/ INSECT SCREEN BY LOUVER MANUFACTURER CONT. SECURITY SEALANT BOTH SIDES METAL DRIP CMU WALL - SEE FLOOR PLANS FOR WALL TYPES MASONRY VENEER CONTINUOUS RIGID THERMAL INSULATION AIR/ WEATHER BARRIER CONT. SECURITY SEALANT BOTH SIDES LOUVER BIRD/INSECT SCREEN BY LOUVER MANUFACTURER METAL DRIP BACK DAM LAP AIR/ WEATHER BARRIER BEHIND SEALANT BIRD/ INSECT SCREEN BY LOUVER MANUFACTURER CONT. SECURITY SEALANT BOTH SIDES LOUVER JAMB CMU WALL - SEE FLOOR PLANS FOR WALL TYPES MASONRY VENEER CONTINUOUS RIGID THERMAL INSULATION AIR/ WEATHER BARRIER 3/16" CONT. BENT METAL PLATE 4" LAP AIR/ WEATHER BARRIER BEHIND SEALANT GLAZING PER SCHEDULE GLAZING STOP CONT. SECURITY SEALANT ALL AROUND DETENTION HOLLOW METAL FRAME SOLID GROUTED REC YARD DROPPED STRUCTURAL SLAB OVER ABC, RE: STRUCTURAL 3/8" EXPANSION JOINT W/ SECURITY SEALANT, TYP INVERTED BOND BEAM PER STRUCTURAL DRAWINGS SLOPE BELOW-SLAB VAPOR BARRIER CONCRETE TOPPING SLAB WITH HYDRONIC PIPING OVER 2" RIGID INSULATION FOUNDATION WALL, RE: STRUCTURAL DAYROOM CONTINUOUS RIGID THERMAL INSULATION AIR/ WEATHER BARRIER 4" CMU VENEER W/ BULLNOSE CORNER GROUT SOLID OR MORTAR FILL BELOW WINDOW THRU-WALL BASE FLASHING SYSTEM PERIMETER RIGID INSULATION OVER WATERPROOFING DETENTION HM FRAME GROUT SOLID SECURITY GLAZING FRAME BEYOND SECURE SIDE GLAZING STOP SECURITY SEALANT ALL SIDES DETENTION HOLLOW METAL FRAME POST; PAINT TO MATCH DETENTION FRAME 6 " 6" DETENTION HM FRAME GROUT SOLID INMATE SIDE HSS STEEL COLUMN, RE: STRUCTURAL LEVEL 1 100' - 0" 1 CONCRETE FOUNDATION PER STRUCTURAL DRAWINGS DROPPED STRUCTURAL SLAB OVER ABC CMU WALL, GROUT AND REINFORCEMENT AS REQ'D CONTINUOUS RIGID THERMAL INSULATION AIR GAP MASONRY VENEER GROUT SOLID OR MORTAR FILL BELOW GRADE SLOPE 2% MASONRY WALL TIES THRU-WALL FLASHING SYSTEM WITH DRIP EDGE BELOW-GRADE INSULATION AND WATERPROOFING WEEP VENTS, 24" O.C. MAX FORMED BRICK LEDGE PER STRUCTURAL AIR/ WEATHER BARRIER MORTAR DROPPING COLLECTION DEVICE DRAIN PIPE AT FOUNDATION PER GEOTECH REPORT GRAVEL FILL BELOW-SLAB VAPOR BARRIER 3/8" COMPRESSIBLE FILLER TERMINATION BAR AND FASTENER CONCRETE TOPPING SLAB WITH HYDRONIC PIPING OVER 2" RIGID INSULATION SLOPE LEVEL 1 100' - 0" 4.5 CONCRETE FOOTING PER STRUCTURAL CMU WALL, RE: STRUCTURAL CONCRETE SLAB OVER ABC BELOW SLAB VAPOR BARRIERRE: S T R U C T V A R I E S WIDTH PER SCHEDULE RE: STRUCTURAL LEVEL 1 100' - 0" B CONCRETE FOOTING RE: STRUCTURAL EXISTING CONCRETE FOOTING TO REMAIN CONCRETE SLAB OVER A.B.C. CMU WALL BELOW GRADE SLAB VAPOR BARRIER COMPRESSIBLE FILLER SLOPE E.J. 8" UTILITY SHELF (US) WITH MOP HOOKS - TYP. AT ALL MOP SINKS METAL EDGE TRIM FIBERGLASS REINFORCED PLASTIC WALL PANELS AND ACCESSORIES 1'-0" PROVIDE SEALANT AT PERIMETER OF MOP SINK AND FLOOR MOP SINK 4'- 0 " MASONRY SOAP UNITS GROUT FULL BEHIND CABINET SEMI-RECESSED FIRE EXTINGUISHER CABINET MASONRY WALL AS SCHEDULED NOTE: 1. TOP OF CABINET TO BE 5'-0" AFF 2. VERIFY DIMENSIONS AND WALL SUPPORT REQ'S W/ CABINET MFR 3. PROVIDE FIRE RATED CABINET ASSEMBLY AT FIRE RATED WALL LOCATIONS R.O. VERIFY WITH MANUFACTURER M A X . 4 " 4 " 3 ' - 8 " 4 ' - 0 " 1' - 6" ROUNDED CONCRETE CAP 8" STANDARD STEEL PIPE BOLLARD - CONCRETE FILLED. PAINT SAFETY YELLOW SLOPED CONCRETE AT BASE EXPANSION MATERIAL & SEALANT CONCRETE OR ASPHALT PAVEMENT 18" DIAMETER CONCRETE FOOTING REINFORCE WITH #4 ROUND STURRIPS AT 12" OC AND 4-#4'S VERTICALLY 4 ' - 0 " UNDERSIDE OF CONCRETE DECK FILL VOID SPACES WITH FIRE RESISTIVE INSULATION CMU BOND BEAM, SEE STRUCTURAL HEAD SUPPORT ANGLES W/ FIRE SEALANT 1 " MASONRY WALL TIES D I M E N S I O N S O F S O L D I E R C O U R S E SE E E X T E L E V A T I O N S F O R MASONRY VENEER AIR GAP EXTERIOR AIR/ WEATHER BARRIER 3/4" CONTINUOUS RIGID THERMAL INSULATION CMU WALL, GROUT AND REINFORCEMENT AS REQ'D MASONRY VENEER BEYOND SEALANT AROUND PENETRATION ROOF DRAIN OVERFLOW CONDUCTOR NOZZLE - REFER TO PLUMBING DRAWINGS GRADE OR SIDEWALK SEE SITE PLAN CMU WALL CONCRETE SLAB OVER ABC RE: STRUCTURAL MASONRY VENEER MORTAR DROPPING COLLECTION DEVICE THRU-WALL FLASHING WITH DRIP EDGE WEEP VENTS, 24" O.C. MAX GROUT SOLID OR MORTAR FILL BELOW GRADE SPLASH BLOCK UNDER NOZZLE LEVEL 1 100' - 0" CONCRETE FOOTING PER STRUCTURAL DRAWINGS EXISTING CONCRETE FOOTING FINISH FLOOR PER SCHEDULE 3/8" JOINT WITH COMPRESSIBLE FILLER AND SEALANT; LOCATE BELOW DOOR THRESHOLD CONCRETE SLAB OVER ABC BELOW-SLAB VAPOR BARRIER THRESHOLD SET IN MASTIC E.J. 8" NOTE: SET DRAIN 1/2 INCH BELOW FINISH FLOOR LEVEL AND SLOPE FLOOR TO DRAIN IN NO LESS THAN 3 INCHES. 1/2 " TRENCH DRAIN CHANNEL, GALVANIZED STEEL 3" DRAIN GRATE IN V E R T DRAIN THROAT GRATE LOCKDOWN HARDWARE INTEGRAL REBAR CLIP REBAR PER MANUF. (SUPPLIED BY OTHERS) MASONRY VENEER EXTERIOR SIDE WEEP VENTS, 24" O.C. MAX MORTAR DROPPING COLLECTION DEVICE THRU-WALL FLASHING SYSTEM WITH DRIP EDGE LAP AIR/ WEATHER BARRIER OVER THRU- WALL FLASHING STEEL LINTEL, RE: STRUCTURAL CONTINUOUS RIGID THERMAL INSULATION AIR/ WEATHER BARRIER 3-COAT STUCCO SOFFIT OVER SELF-FURRING METAL LATH OVER GROOVED DRAINAGE PLANE STUCCO TRIM CONCRETE FLOOR WITH TURNDOWN SLAB, RE: STRUCTURAL CMU WALL, RE: WALL TYPES CMU WALL ROOF TYPE R-01 CAST-IN-PLACE CONCRETE, RE: STRUCTURAL 1/4" / 1'-0" BOND BEAM, RE: STRUCTURAL CONT. L-ANGLE EACH SIDE. ANCHOR PER STRUCTURAL1" G A P PRECAST CONCRETE SPLASH BLOCK SLOPE 45° 1" 6" 1 '-4 " 4 " 2" 2'-0"2 " 1 '-0 " 4" 2 " 2" CONCRETE FOUNDATION PER STRUCTURAL DRAWINGS CONCRETE SLAB OVER ABC CMU WALL, GROUT AND REINFORCEMENT AS REQ'D CONTINUOUS RIGID THERMAL INSULATION AIR GAP MASONRY VENEER GROUT SOLID OR MORTAR FILL BELOW GRADE SLOPE 2% MASONRY WALL TIES THRU-WALL FLASHING SYSTEM WITH DRIP EDGE BELOW-GRADE INSULATION AND WATERPROOFING WEEP VENTS, 24" O.C. MAX FORMED BRICK LEDGE PER STRUCTURAL AIR/ WEATHER BARRIER MORTAR DROPPING COLLECTION DEVICE DRAIN PIPE AT FOUNDATION PER GEOTECH REPORT. RE: CIVIL GRAVEL FILL BELOW-SLAB VAPOR BARRIER 3/8" COMPRESSIBLE FILLER TERMINATION BAR AND FASTENER LEVEL 1 100' - 0" GRID M A X 6" M A X 6" OVERHANG 1/2" 1' - 0" CONCRETE SLAB OVER A.B.C. ROUNDED EDGE CONTROL ROOM BELOW-SLAB VAPOR BARRIER REBAR PER STRUCT. DRAWINGS CONCRETE SLAB OVER RIGID INSULATION R 3/4" 1 ' - 0 " EMBEDDED ANTI-SLIP STAIR STRIP, MOUNT FLUSH. TYP CMU WALL CONCRETE LID CEILING BOND BEAM -REFER TO STRUCTURAL FOR CONNECTION AND REINFORCING DETAILS CEILING ELEV. SEE RCP EDGE OF SLAB WHERE OCCURS REFER TO STRUCTURAL FOR REBAR FACE OF WALL SUSPENDED CEILING FRAMING CEILING ELEVATION REF RCP 9/16" SHADOW MOLDING CLOSURE TO MATCH CEILING GRID HANGER WIRE NOTE: USE SECURITY SEALANT WHERE JT. IS EXPOSED IN INMATE OCCUPIED AREAS 24"x 24" HEAVY DUTY, IMPACT RESISTANT ACOUSTICAL CEILING TILE WITH NRC-.95 AND SQUARE LAY-IN EDGE NOTE: USE SECURITY SEALANT WHERE JOINT IS EXPOSED IN INMATE OCCUPIED AREAS SECURITY SEALANT WITH BACKER ROD 5/8" HI-IMPACT RESISTANT GYPSUM WALL BOARD, TYP. FACE OF WALL - REFER TO FLOOR PLAN FOR WALL TYPE 3-5/8" X 18 GA METAL STUD @ 16" OC CEILING FRAMING TYP. 1 1/2" METAL EDGE CEILING ELEVATION REF RCP PAINT WITH 2 COATS OF 100% ACRYLIC LATEX SEMI-GLOSS OVER RECOMMENDED PRIMER SECURITY BARRIER MESH ATTACH 16 GA BY 3/4" GALVANIZED FLATTENED EXPANDED METAL LATH TO THE FRAMING SPOT WELDED OR SECURED WITH #12 WASHER HEAD SCREWS AT 12" OC OVERLAP JOINT 4" MIN 5/8 CEMENT BOARD NOTE: USE SECURITY SEALANT WHERE JT. IS EXPOSED IN INMATE OCCUPIED AREAS CASING BEAD AND CONT. SECURITY SEALANT KITCHEN ZONE WASHABLE, ACOUSTICAL CEILING TILE FACE OF WALL CEILING ELEVATION REF RCP LOCKING CLIPS, TYP; ALLOW TO SLIP SUSPENDED CEILING FRAMING HANGER WIRE PERIMETER CLIP 5/8" MIN THICK TYPE X GWB, HIGWB OR CBD WITH STANDARD FINISHING TEXTURE SYSTEM GWB CJ, TYP NOTE: USE SECURITY SEALANT WHERE JOINT IS EXPOSED IN INMATE OCCUPIED AREAS SUSPENDED CEILING SYSTEM OR METAL STUD CEILING FRAMING 5/8" GYP. BOARD 3 5/8" METAL STUDS @ 16" O.C. HEADER PER STRUCTURAL WALL BEYOND OPEN AREA TO BOTTOM OF SKYLIGHT NOTE: CONDITION APPLIES AT BOOKING AREA CEILING ELEVATION RE: RCP 2" ACOUSTICAL CEILING PER PLAN BOND BEAM PER STRUCTURAL. (CONCRETE BEAM AT WINDOW LOCATIONS, RE: STRUCTURAL) CONCRETE LID CEILING CEILING ELEVATION SEE RCP 24"x 24" HEAVY DUTY, IMPACT RESISTANT ACOUSTICAL CEILING TILE WITH NRC-.95 AND SQUARE LAY-IN EDGE CMU WALL; WHERE OCCURS, REFER TO PLAN AND WALL TYPES DAYROOM CMU WALL; WHERE OCCURS, REF PLAN AND WALL TYPES CEILING ELEVATION SEE RCP REFER TO STRUCTURAL FOR REBAR BOND BEAM; REF STRUCT FOR REINFORCING AND CONNECTION DETAIL CONCRETE LID CEILING CEILING ELEVATION SEE RCP REFER TO STRUCTURAL FOR CONNECTION AND REINFORCING DETAILS CMU WALL; REF PLAN AND WALL TYPES CONTINUOUS SECURITY SEALANT IN ALL INMATE AREAS 1" E - COMPRESSION STRUT ATTACHMENT @ MAIN RUNNER D - GRID BRACING DETAIL @ ACOUSTIC PANEL CEILING C - FOUR-WAY CHANNEL BRACING DETAIL @ SUSPENDED GYPSUM BOARD CEILING 1. SPLAY WIRES SHALL BE ATTACHED TO SUSPENDED MEMBERS WITH MINIMUM OF THREE TURNS IN 1 1/2". 2. VERTICAL STRUT SHALL BE INSTALLED AT EACH SET OF SPLAY WIRES - 200 POUND DESIGN FORCE NOTES: NO. 9 GA. HANGER WIRE AT 4'-0" O.C. SPLAY WIRES CROSS TEE NO. 12 GA. SPLAY WIRE BRACING IN LINE WITH RUNNER, TYP. FOR 4 MAIN RUNNER 45° MAX. TYP. FOR 4 NO. 9 GA. HANGER WIRE AT 4'-0" O.C. SPLAY WIRES METAL CLIP OR SADDLE WIRE TIE MAIN RUNNER NO. 12 GA. SPLAY WIRE IN LINE WITH RUNNER CROSS RUNNER TYP. 2" MAX. TYP. 2" MAX. SEE MECHANICAL FOR EQUIPMENT HANGING DETAILS SEE ELECTRICAL FOR LIGHT FIXTURE HANGING DETAILS 45° OR LESS 45° OR LESS 45° OR LESS 45° OR LESS MAIN BEAM COMPRESSION STRUT CROSS TEE NO. 1 2 GA SPLAY WIRE 45° MAX. TYP. FOR 4 B - FOUR-WAY TEE BRACING DETAIL @ SUSPENDED GYPSUM BOARD CEILING COMPRESSION STRUT MAIN RUNNER 2 1/2" 16 GA METAL STUD W/ 1 3/8" FLANGE, NOTCHED AT MAIN RUNNER, WITHIN 2" OF CROSS RUNNER (2) 1/4" MACHINE BOLTS TYP. 2" MAX. COMPRESSION STRUT E - COMPRESSION STRUT ATTACHMENT @ STRUCTURE 2 1/2" 16 GA METAL STUD W/ 1 3/8" FLANGE, NOTCHED AT CEILING GRID 16 GA CONT RECEIVER CHANNEL WITH 5" LEGS ATTACHED TO THE METAL ROOF DECK OR FLOOR ABOVE 2 - #10 SMS L 1 1/2 " X 1 1/2 " X 2" 16 GA CLIP 2-3/16" POWER DRIVEN STUDS @ CONC FILLED DECK OR 2-#10 SMS @ UNFILLED DECK SPRAY ON FIREPROOFING; REF CODE PLANS 5/8" GYP. BOARD 6" METAL STUDS AT 16" O.C. HEADER PER STRUCTURAL WALL BEYOND OPEN AREA TO BOTTOM OF LIGHT MONITOR NOTE: CONDITION APPLIES AT DAYROOM 2" CEILING ELEVATION RE: RCP ACOUSTICAL CEILING PER PLAN BOND BEAM PER STRUCTURAL CONCRETE LID CEILING CEILING ELEVATION SEE RCP APC CEILING TYPE CMU WALL; WHERE OCCURS, REF PLAN AND WALL TYPES CMU WALL; WHERE OCCURS, REF PLAN AND WALL TYPES REFER TO STRUCTURAL FOR REBAR DETENTION CURTAIN DETENTION BREAK AWAY OR VELCRO CURTAIN CARRIERS HEAVY DUTY DETENTION CURTAIN TRACK CONCRETE EXPANSION ANCHOR CONCRETE CEILING; REF RCP FOR LOCATION; REF STRUCTURAL CONTINUOUS SECURITY SEALANT IN INMATE AREAS CAST-IN-PLACE CONCRETE SLAB CMU WALL, RE: WALL TYPES CEILING ELEVATION SEE RCP REFER TO STRUCTURAL FOR REBAR BOND BEAM RE: STRUCTURAL SEALANT WITH BACKER ROD 5/8" TYPE X GWB FACE OF WALL - REFER TO FLOOR PLAN FOR WALL TYPE 3-5/8" X 28 GA METAL STUD @ 16" OC CEILING FRAMING TYP. 1 5/8" METAL EDGE CEILING ELEVATION REF RCP NOTE: USE SECURITY SEALANT WHERE JOINT IS EXPOSED IN INMATE OCCUPIED AREAS SEALANT WITH BACKER ROD 5/8" GYPSUM WALL BOARD, TYP. FACE OF WALL - REFER TO FLOOR PLAN FOR WALL TYPE 3-5/8" X 18 GA METAL STUD @ 16" OC CEILING FRAMING TYP. 1 1/2" METAL EDGE CEILING ELEVATION REF RCP PAINT WITH 2 COATS OF 100% ACRYLIC LATEX SEMI-GLOSS OVER RECOMMENDED PRIMER D 1 CONTINUOUS RIGID THERMAL INSULATION MASONRY VENEER CMU, RE: STRUCTURAL CHASE 136 AIR GAP MASONRY VENEER ANCHOR AIR/ WEATHER BARRIER 1 HOUSING 6 BEDS 135 OUTDOOR RECREATION 134 CMU WALL CONTINUOUS RIGID THERMAL INSULATION AIR GAP 4" CMU VENEER MASONRY VENEER AIR SPACE MASONRY VENEER ANCHOR BUILDING FELT ONE SIDE CONTINUOUS RIGID THERMAL INSULATION AIR/ WEATHER BARRIER H 1 CHASE 130 AIR GAP CONTINUOUS RIGID THERMAL INSULATION CMU WALL MASONRY VENEER MASONRY VENEER ANCHOR AIR/ WEATHER BARRIER VOID CMU WALL CMU WALL DETENTION DESK BEYOND DETENTION DESK BEYOND F CMU WALL CMU WALL 4" CMU VENEER CONTINUOUS RIGID THERMAL INSULATION OUTDOOR RECREATION 134 OUTDOOR RECREATION 132 DAYROOM 133 DAYROOM 127 AIR GAP CUT CMU BLOCK BULLNOSE CORNER 5 7 .0 0 ° BUILDING FELT ONE SIDE AIR/ WEATHER BARRIER 1 2 3 . 0 0 ° B CMU WALL, RE: STRUCTURAL EXISTING WALL TO REMAIN BOOKING 108 PROPERTY STORAGE 106 E.J. 8" E .J . 8" 2' - 4"4" EXPANSION JOINT CUT BLOCK AS REQ'D COUNTERTOP, RE: INTERIOR ELEVATIONS VE R I F Y CHASE 1 BACKER ROD AND SEALANT (NO MORTAR) MASONRY VENEER CONTINUOUS RIGID THERMAL INSULATION STOP HORIZ. JOINT REINFORCEMENT AT EACH SIDE OF CONTROL JOINT. RE: STRUCTURAL FOR REINFORCING REQUIREMENTS PICK-PROOF SEALANT BUILDING FELT ONE SIDE GROUT SOLID CMU WALL PER PLAN AIR/ WEATHER BARRIER PICK-PROOF SEALANT, BOTH SIDES BUILDING FELT ONE SIDE GROUT SOLID CMU WALL PER PLAN SASH BLOCK PICK-PROOF SEALANT, BOTH SIDES PRE-FORMED CONTROL JOINT GASKET STOP HORIZ. JOINT REINFORCEMENT AT EACH SIDE OF CONTROL JOINT. RE: STRUCTURAL FOR REINFORCING REQUIREMENTS A OPTION A B OPTION B STOP HORIZ. JOINT REINFORCEMENT AT EACH SIDE OF CONTROL JOINT. RE: STRUCTURAL FOR REINFORCING REQUIREMENTS GROUT SOLID 3' - 4" CMU WALL, RE: STRUCTURAL A8.4 52 HANDRAIL BRACKET 1-1/4" STD. STEEL PIPE HANDRAIL BULLNOSE CORNER 5 CMU WALL MASONRY VENEER AIR GAP CONTINUOUS RIGID THERMAL INSULATION MASONRY VENEER ANCHOR EXTERIOR SIDE 1' - 4" BULLNOSE CORNER AIR/ WEATHER BARRIER WABO SEISMIC FLOOR EXPANSION JOINT, FJG-2400 WABO WEATHER SEAM EXTERIOR EXPANSION JOINT W/ SECONDARY MOISTURE BARRIER, WSW-2400 DETENTION HOLLOW METAL DOOR -SEE DOOR AND FRAME SCHEDULE FRAME BEYOND EXISTING WALL ASSEMBLY CAST-IN-PLACE CONCRETE FLOOR, RE: STRUCTURAL CMU WALL, GROUT AND REINFORCEMENT AS REQ'D CONTINUOUS RIGID THERMAL INSULATION MASONRY VENEER MASONRY WALL TIES AIR/ WEATHER BARRIER 3-COAT STUCCO SOFFIT OVER SELF-FURRING METAL LATH OVER GROOVED DRAINAGE PLANE OVER EXTERIOR SHEATHING STUCCO J-MOLDING COLD FORMED METAL FRAME BOX BEAM BATT INSULATION 3-5/8" METAL STUD @ 16" O.C. FRAMING METAL STUD JOISTS, RE: STRUCTURAL EXISTING FLOOR 26 A10.4 2' - 0" EXISTING WINDOW DRIP SCREED W/ WEEP HOLES TAMPER PROOF SCREWS FIRE RESISTIVE INSULATION CMU BOND BEAM, SEE STRUCTURAL STEEL PLATE & HEAD SUPPORT ANGLES W/ FIRE SEALANT WABO ROOFCOVER ALUMINUM EXPANSION JOINT W/ MOISTURE BARRIER RFC-3200C. FACTORY FABRICATED TRANSITION CAPS AT EACH END. TYPICAL WABO WEATHER SEAM CEILING EXPANSION JOINT, WSW-2400 COLD FORMED METAL FRAME BOX BEAM CORNER BEAD, TYP CEILING PER PLAN BATT INSULATION EXTEND ROOFING MEMBRANE OVER TOP OF WOOD CURB ROOF TYPE R-01 CAST-IN-PLACE CONCRETE ROOF DECK, RE: STRUCTURAL EXISTING FACE BRICK 1HR RATED CMU WALL CEILING SYSTEM PER PLAN 3-5/8" METAL STUD @ 16" OC FRAMING 5/8" TYPE-X GWB,TYP. EXISTING WALL ASSEMBLY 5/8" IMPACT-RESISTANT TYPE- X GWB,TYP. CEILING ELEVATION REF RCP CEILING ELEVATION RE: RCP 26 A10.4 6 " HEADWALL FLASHING BY ROOFING MANUF. EXTEND WINDOW HEAD FLASHING AND DRIP EDGE OVER FRAMING 2' - 0" EXISTING WALL ASSEMBLY TO REMAIN AT COURTHOUSE SIDE CMU WALL MASONRY VENEER ANCHOR MASONRY VENEER CONTINUOUS RIGID THERMAL INSULATION WABO WEATHER SEAM EXTERIOR EXPANSION JOINT W/ SECONDARY MOISTURE BARRIER, WSW-2400 AIR/ WEATHER BARRIER WABO WEATHER SEAM INTERIOR EXPANSION JOINT, WSW-2400 2 ' - 0 "BATT INSULATION FLOOR EXPANSION JOINT BELOW EXISTING WALL ASSEMBLY TO REMAIN CMU WALL, RE: STRUCTURAL TREATED NAILER PER MANUF. REQUIREMENTS EXISTING ROOFING MEMBRANE, EXTEND UP AND OVER TOP OF PARAPET, VERIFY IN FIELD BATT INSULATION WABO ROOFCOVER ALUMINUM EXPANSION JOINT W/ MOISTURE BARRIER RFC-800C. FACTORY FABRICATED TRANSITION CAPS AT EACH END. TYPICAL SEAL PER MANUFACTURER'S REQUIREMENTS 8" ROOF TYPE R-01 ROOFING MEMBRANE, EXTEND UP AND OVER TOP OF PARAPET CAST-IN-PLACE CONCRETE, RE: STRUCTURAL METAL FLASHING EXISTING WALL TO REMAIN MASONRY VENEER 1-HR RATED CMU WALL INSULATED OVERHEAD COILING DOOR JAMB CONTINUOUS RIGID THERMAL INSULATION CMU WALL WABO SEISMIC COVER EXTERIOR EXPANSION JOINT W/ MOISTURE BARRIER, WFE-1000 JAMB SEAL CELL FULLY GROUTED 3/8" STEEL PLATE, PAINTED AIR/ WEATHER BARRIER 4" 3/8" COMPRESSIBLE FILLER BACKER ROD AND SEALANT 8" BATT INSULATION TAMPER PROOF SCREWS EXISTING WALL ASSEMBLY TO REMAIN ROOF TYPE R-01 WABO ROOFCOVER ALUMINUM EXPANSION JOINT W/ MOISTURE BARRIER RFC-800. FACTORY FABRICATED TRANSITION CAPS AT EACH END. TYPICAL TREATED NAILER PER MANUF. REQUIREMENTS ROOFING MEMBRANE, EXTEND UP AND OVER TOP OF PARAPET STRIPPING MEMBRANE PER ROOFING MANUF. EXISTING ROOFING MEMBRANE, EXTEND UP AND OVER TOP OF PARAPET, VERIFY IN FIELD 8" CAST-IN-PLACE CONCRETE, RE: STRUCTURAL CMU WALL, RE: STRUCTURAL BATT INSULATION EXISTING WALL TO REMAIN MASONRY VENEER CONTINUOUS RIGID THERMAL INSULATION AIR/ WEATHER BARRIER BATT INSULATION WABO SEISMIC COVER EXTERIOR EXPANSION JOINT W/ MOISTURE BARRIER, WFE-800C 1/4" SHIM AS REQUIRED JAMB ANCHOR DOOR - SEE DOOR AND FRAME SCHEDULE GROUT FRAME SOLID REINFORCING RE: STRUCTURAL 8" 6" OVERLAP 18 GA STEEL BRAKE METAL. FASTEN TO DOOR JAMB. PAINT TO MATCH DOOR JAMB PICK-PROOF SEALANT, BOTH SIDES TAMPER PROOF SCREWS EXISTING WALL ASSEMBLY TO REMAIN CMU WALL, RE: STRUCTURAL 8" 6" OVERLAP 1/4" SHIM AS REQUIRED, PICK PROOF SEALANT BOTH SIDES DOOR -SEE DOOR AND FRAME SCHEDULE GROUT FRAME SOLID DOUBLE ANGLE LINTEL AT EXISTING CMU, RE: STRUCTURAL BATT INSULATION BOND BEAM, RE: STRUCTURAL 18 GA STEEL BRAKE METAL. FASTEN TO DOOR JAMB. PAINT TO MATCH DOOR JAMB PICK-PROOF SEALANT, BOTH SIDES LOOSE LINTEL AT MASONRY VENEER, RE: STRUCTURAL THRU-BOLT, RE: STRUCTURAL DOOR -SEE DOOR AND FRAME SCHEDULE BRAKE METAL COVER PLATE BEYOND HM FRAME BEYOND THRESHOLD SET IN MASTIC 3/8" JOINT WITH COMPRESSIBLE FILLER AND SEALANT; LOCATE BELOW DOOR THRESHOLD FOUNDATION WALL, RE: STRUCTURAL CONCRETE SLAB OVER ABC BELOW-SLAB VAPOR BARRIER 8" STRUCTURAL FOAM WABO ROOFCOVER ALUMINUM EXPANSION JOINT W/ MOISTURE BARRIER RFC-600C. FACTORY FABRICATED TRANSITION CAPS AT EACH END. TYPICAL WABO WEATHER SEAM CEILING EXPANSION JOINT, WSW-600 BATT INSULATION TPO MEMBRANE, EXTEND OVER TOP OF WOOD CURB ROOF TYPE R-01 CAST-IN-PLACE CONCRETE ROOF DECK, RE: STRUCTURAL EXISTING FACE BRICK SEAL PER MANUFACTURES REQUIREMENTS 6" EXISTING WALL TO REMAIN MASONRY VENEER CONTINUOUS RIGID THERMAL INSULATION CMU WALL WABO SEISMIC COVER EXTERIOR EXPANSION JOINT W/ MOISTURE BARRIER, WFE-1000 AIR/ WEATHER BARRIER BATT INSULATION MASONRY AS REQ'D 6 " 3/4" CHAMFERCMU WALL CONTINUOUS SECURITY SEALANT AT ALL JOINTS EMBEDDED CUFFING BAR; WHERE OCCURS 4" 1' - 2 " CONCRETE SLAB OVER ABC HIGH-DENSITY FOAM FINISH FLOOR 3" 9" 1' - 6 " 3"1' - 4" 1' - 8" 6" CONCRETE, EPOXY PAINTED WITH (1) #3 STEEL REBAR VERTICAL @ 16" O.C. CAST-IN-PLACE CONCRETE BENCH TOP, TROWEL FINISH EPOXY DOWEL (1) #3 REBAR, 3" INTO CONCRETE SLAB @ 8" O.C. EPOXY DOWEL INTO MASONRY WALL (1) #3 STEEL REBAR @ 16" O.C. ONTO MASONRY WALL 2" 3/16" STEEL PLATE DOOR WITH 1 1/2" FLANGE AROUND PERIMETER 3/16" STEEL ANGLES WITH 1 X 1 X 1/8 ANGLE STIFFENERS ON THREE SIDES STRAP ANCHORS WITH ONE (1) #5 BAR. CMU WALL FILL ALL CMU CAVITIES SOLID FOR SMOOTH/FLUSH CONDITION @ SILL 3/16" STEEL STRAP ANCHORS SECURITY SEALANT, TYP. A10.5 43 2" SE E S C H E D U L E 2" DETENTION HINGE NOTE :CONTRACTOR TO COORDINATE ALL DAP LOCATIONS. 2"SEE SCHEDULE 2" 3/16" x 2" x 8" STEEL STRAP ANCHOR W/ 3/4" DIA. HOLES FOR REBAR ANCHORAGE (3 EA. JAMB) NOTE: PROVIDE FIRE RATED DAPS AT ALL RATED WALL ASSEMBLIES. MECHANICAL DETENTION LOCKS WITH SECURITY SCREWS 3 X 2 X 3/16" STEEL ANGLE FRAME WITH MITERED CORNERS, WELDED AND GROUND SMOOTH, WITH 1 X 1 X 1/8 ANGLE STOPS ON THREE SIDES 3/16" STEEL PLATE DOOR WITH 1 1/2" FLANGE AROUND PERIMETER 4" PAINT ENTIRE ASSEMBLY W/ HIGH-PERFORMANCE COATINGS 21 A10.5 REINFORCING MEMBRANE, TYP. EPOXY RESIN SYSTEM CMU SHOWER WALL, TYP. NOTES: 1. USE SECURITY SEALANT WHERE JOINT IS EXPOSED IN INMATE OCCUPIED AREAS. 1/2" CANT, RE: MFR. RECOMMENDATION MIN. 6" STAINLESS STEEL SHOWER ENCLOSURE - REFER TO PLUMBING DRAWINGS SECURITY SEALANT SEAMLESS EPOXY COATING - EXTEND 6" MIN. BEYOND FACE OF SHOWER ENCLOSURE SEAMLESS EPOXY COATING - EXTEND 4" TO 6" MIN. UP ON FACE OF WALL BEHIND SHOWER ENCLOSURE (3 SIDES) SEAMLESS EPOXY COATING SYSTEM AT WALLS WITH 1/2" CANTS AT VERTICAL AND HORIZONTAL JOINTS SEAMLESS EPOXY COATING SYSTEM - EXTEND UNDERNEATH SHOWER ENCLOSURE 6 " SLOPE 3 " MIN. SLOPE 1/4" PER FT. 2' - 0" MIN. SLOPE 1/4" PER FT. 2' - 0" MASONRY WALL - STRIKE MORTAR JOINTS FLUSH IN SHOWERS - REFER TO FLOOR PLANS FOR WALL TYPE CONCRETE SLAB ON GRADE / FOOTINGS - REFER TO STRUCTURAL DRAWINGS FLOOR DRAIN PER PLUMBING DRAWINGS SEAMLESS EPOXY COATING SYSTEM AT WALLS AND FLOOR - USE SUBSTRATE TO SLOPE TO DRAIN AT FLOORS OF SHOWERS AT 3" DEPRESSED SLAB 1/2" CANT AT HORIZONTAL AND VERTICAL JOINTS RADIUS FINISH COATING, RE: MFR. RECOMMENDATION MIN. SLOPE 1/8" PER FOOT 3" DEPRESSED SLAB A10.5 42A10.5 33 1 /2 "1 /4 "3/8" WALL WHERE OCCURS SEAMLESS EPOXY COATING SYSTEM AT WALLS AND FLOOR, USE SUBSTRATE TO SLOPE TO DRAIN AT FLOORS OF SHOWERS AT 3" DEPRESSED SLAB 3" DEPRESSED CONCRETE SLAB CONCRETE SLAB ON GRADE - REFER TO FLOOR PLANS AND STRUCTURAL DRAWINGS WALL TYPE PER PLANS BOLT USING SPECIFIED BUNK SLEEVE BOLT DIA TYP. DOUBLE BUNK LEG, TYP. THREADED ROD SET INTO FLOOR W/ EPOXY, 3/8" DIA MIN. W/ BREAK-AWAY HEAD AND WASHER PER MANUFACTURER NOTE: ALL BOLTS TO HAVE SECURITY HEADS AND NUTS SEE FLOOR PLAN FOR SLOPEDEPRESS FLOOR SLAB 2'-6" DIA. AT ALL FLOOR DRAINS 1 /2 " 7 /1 6 " 2" 3/16" STEEL ANGLES WITH 1 X 1 X 1/8 ANGLE STIFFENERS ON THREE SIDES 3/16" PLATE ACCESS PANEL MASONRY ANCHOR - (4) PER JAMB C.M.U. WALL - REFER TO FLOOR PLANS AND WALL TYPES USE 1" X 1" X 1/4" ANGLE CONT. STOP - STITCH WELD TO ANGLE FRAME AT 6" O.C. CONT. 1 1/2" X 1 1/2" X 10 GA. STEEL BENT ANGLE FASTENED TO WALL WITH SECURITY MASONRY ANCHORS AT 12" O.C. 10 GAUGE SHEET METAL SECURITY COVER AROUND PLUMBING. PAINTED - SIZE OF ENCLOSURE BASED ON PLUMBING O.D. - ALLOW FOR 1" CLEARANCE AROUND PLUMBING O.D. WALL - REFER TO FLOOR PLANS AND WALL TYPES SINK DASHED AS REFERENCE 1' - 6 " M I N . 4 1 / 2 " EQ EQ 1' - 6" ALIGN SINK WITH SHEET METAL BENT ANGLE BASE MOUNT ANCHOR TO CONCRETE FLOOR 2 1/4" DAYROOM WALL-REFER TO FLOOR PLANS AND WALL TYPES DETENTION LAVATORY 10 GAUGE SHEET METAL SECURITY COVER AROUND PLUMBING. PAINTED -SIZE OF ENCLOSURE BASED ON PLUMBING O.D. -ALLOW FOR 1" CLEARANCE AROUND PLUMBING O.D. ATTACHMENT CONT. 1 1/2" X 1 1/2" X 10 GA. STEEL BENT ANGLE FASTENED TO WALL WITH SECURITY MASONRY ANCHORS AT 12" O.C. DAYROOM 4 1/2" 3 ' - 2 " FINISH FLOOR 24 A10.5 10 GAUGE SHEET METAL SECURITY ENCLOSURE TO CEILING ABOVE 3/4" CHAMFER CMU WALL CONTINUOUS SECURITY SEALANT AT ALL JOINTS 4" 1' - 2 " DEPRESSED CONCRETE SLAB HIGH-DENSITY FOAM 6" 3" 6"1' - 6 " 3"1' - 4" 1' - 8" 6" CONCRETE, EPOXY PAINTED WITH (1) #3 STEEL REBAR VERTICAL @ 16" O.C. CAST-IN-PLACE CONCRETE BENCH TOP, TROWEL FINISH EPOXY DOWEL (1) #3 REBAR, 3" INTO CONCRETE SLAB @ 8" O.C. EPOXY DOWEL INTO MASONRY WALL (1) #3 STEEL REBAR @ 16" O.C. ONTO MASONRY WALL 1/2" CANT AT HORIZONTAL AND VERTICAL JOINTS RADIUS FINISH COATING, RE: MFR. RECOMMENDATION SEAMLESS EPOXY COATING, EXTEND 6" MIN. SLOPE A. CASEWORK AND MILLWORK GENERAL NOTES APPLY TO ALL CASEWORK/MILLWORK SHEETS. B. ELEVATIONS DENOTED AS MILLWORK ARE SPECIFIED UNDER DIVISION 06. ALL OTHERS SHALL BE SPECIFIED UNDER DIVISION 12 SECTION, UNLESS NOTED OTHERWISE. C. ALL BASE CABINETS TO BE 2'-0" DEEP UNITS, UNLESS NOTED OTHERWISE. D. ALL WALL CABINETS TO BE 1'-2" DEEP UNITS, UNLESS NOTED OTHERWISE. E. ALL TALL STORAGE CABINETS TO BE 2'-0" DEEP UNITS, UNLESS NOTED OTHERWISE. F. ALL SHELVING IN CASEWORK TO BE ADJUSTABLE SHELVING, UNLESS NOTED OTHERWISE. G. CATALOG NUMBERS SHOWN ON THE ELEVATIONS FOR CASEWORK ARE TMI SYSTEMS DESIGN CORP, UNLESS NOTED OTHERWISE. (M) AFTER THE CATALOG NUMBER INDICATES THE CABINET IS SHOWN MODIFIED FROM THE MANUFACTURER'S STANDARD. H. WHERE ELECTRICAL DEVICES ARE LOCATED IN CASEWORK, CASEWORK CONTRACTOR SHALL PROVIDE OPENINGS. COORDINATE LOCATION AND QUANTITY WITH THE ELECTRICAL CONTRACTOR. I. PROVIDE SEALANT AT ALL PERIMETER JOINTS WHERE COUNTERTOPS, BACK AND SIDE SPLASHES, CASEWORK AND MILLWORK ABUT WALLS. J. FIELD VERIFY ALL DIMENSIONS OF CABINET LOCATIONS IN THE BUILDING PRIOR TO FABRICATION. K. PROVIDE LOCKS WHERE INDICATED AT DOORS AND DRAWERS. L. PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS OF CASEWORK AND MILLWORK. M. ALL EXPOSED SURFACES IN OPEN SHELVING SHALL BE PLASTIC LAMINATE COVERED. N. SEE SHEET A12.0 FOR TYPICAL COUNTERTOP DETAILS. CASEWORK AND MILLWORK GENERAL NOTES PL-01 PL-01 PL-01 SS-01 35 A12.0 RB-01 1' - 9"5' - 0"1' - 9" FILLER 2 ' - 9 " 1 ' - 9 " 2 ' - 6 " 1' - 9"2' - 6"2' - 6"1' - 9" FILLER 7 ' - 0 " PROVIDE LOCKS, TYP FINISHED END PANEL FINISHED END PANEL OPEN TO BEYOND 4' - 0" SGL-60 HSS TUBE STEEL, RE: STRUCTURAL PAINT TO MATCH DETENTION FRAME 7' - 4 " DETENTION HOLLOW METAL FRAME POST, PAINT TO MATCH DETENTION FRAME 54 A9.3 4 " 3 ' - 5 " 3 " 3 ' - 4 " 6" 3" 2' - 4" 3" 6" 33 A12.0 SS-01 2' - 8"2' - 8" 3' - 4 " 3" 3' - 5 " 4" OPEN PASS-THRU SGL-60SGL-60SGL-60 HSS TUBE STEEL, RE: STRUCTURAL 7' - 4 " OPEN TO BEYOND DETENTION HOLLOW METAL FRAME POST, PAINT TO MATCH DETENTION FRAME 6" 3" 1' - 6 3/16" 4"4' - 0"4" 2' - 1" 3" 7 " 41 A9.3 SS-01 PL-01 OPEN PASS-THRU OPEN TO BEYOND RB-01 SGL-60 SGL-60 SGL-60 FILLER 2' - 6"6' - 1" PROVIDE LOCKS 32 A12.0 33 A12.0 HSS TUBE STEEL, RE: STRUCTURAL 7 ' - 4 " 54 A9.3 3 " 3 ' - 7 " 2 " 3 ' - 4 " 2" 2' - 3" 2"4' - 2"2" 1' - 8 3/16" 2" 6" 2 ' - 9 " 11 A10.5 EQ EQ EQ1' - 2"1' - 2" 1 ' - 6 " DETENTION BENCH SS-01 PL-01 RB-01 OPEN TO BEYOND SGL-60 1' - 7" 1' - 9" PROVIDE LOCKS FINISHED END PANEL HSS TUBE STEEL, RE: STRUCTURAL 7' - 4 " DETENTION HOLLOW METAL FRAME POST, PAINT TO MATCH DETENTION FRAME 3 ' - 4 " 3 " 3 ' - 5 " 4 " 2 ' - 9 " 6" 2" 2' - 6" 2" 6" 54 A9.3 LEVEL 1 100' - 0" F A10.1 52 4" 4' - 2 " 2" 2 " 2' - 1 0 " 1' - 0 " SIM PL-01 SS-01 RB-01 RB-01 PL-01 SGL-60 SGL-60 SGL-60 SGL-60 SGL-60 FILLER 1' - 9"1' - 9" FILLER 32 A12.0 PROVIDE LOCKS 31 A9.3 31 A9.343 A9.3 RB-01 4.5 GB-3 GB-2 TTD EQ 6" EQ TB-1 T-01 STAFF RR 117 EQ EQ 6" TB-1 T-01 GB-1 EQ EQ MR SD 6" TB-1 T-01 LIGHT FIXTURE 4.5 6" PTD/R EQ EQ TB-1 T-01 ADA COMBI UNIT, RE: SPECIFICATIONS VELCRO SHOWER CURTAIN SEAMLESS EPOXY COATING SYSTEM AT WALLS AND FLOOR USE SUBSTRATE TO SLOPE TO DRAIN AT FLOORS OF SHOWERS AT 3" DEPRESSED SLAB 52 A10.5 15 A10.2 INTEGRAL COVE BASE WHERE OCCURS HEAVY DUTY DETENTION CURTAIN TRACK DMR-2 WALL TYPE NOTES A. SEE CP SERIES SHEETS FOR LOCATIONS OF FIRE/SMOKE RATED WALLS. B. CONSTRUCT FIRE RATED PARTITIONS ACCORDING TO THE FIRE RATED ASSEMBLIES INDICATED ON THE WALL TYPE. C. SEE SHEET A10.1 FOR PARTITION SLIP CONNECTION BELOW FLOOR AND ROOF DECKS. A. ROOM FINISH SCHEDULE GENERAL NOTES APPLY TO ALL ROOM FINISH SCHEDULE SHEETS. B. SEE SPECIFICATION FOR PAINTING OF ITEMS NOT NOTED IN THE ROOM FINISH SCHEDULE. C. EXPOSED CONCRETE FLOOR SLABS NOT SCHEDULED TO RECEIVE A FINISH SHALL RECEIVE A HARDENER DENSIFIER UNLESS NOTED OTHERWISE. SEE SPEC SECTION 03 30 00. D. ALL GYPSUM WALLBOARD BULKHEADS SHALL BE PAINTED P-1 UNLESS NOTED OTHERWISE. E. SEE REFLECTED CEILING PLANS FOR CEILING MATERIAL AND HEIGHT. F. CEILING HEIGHTS, AS NOTED ON THE REFLECTED CEILING PLANS, ARE MEASURED FROM FINISH FLOOR OF SCHEDULED ROOM. G. CONTRACTOR SHALL FURNISH AND INSTALL WALL BASE AROUND CASEWORK AND MILLWORK. H. WHERE FLOOR FINISH CHANGES FROM ONE ROOM TO ANOTHER, SET JOINT OF THE MATERIALS AT THE CENTER OF THE COMMUNICATING DOOR. ROOM FINISH SCHEDULE GENERAL NOTES COUNTERTOP, SEE ELEVATION 3/4" MDF DOORS W/ PLAM ON BOTH SIDES. SEE ELEVATIONS FOR FINISH RUBBER BASE DRAWER LOCKS AT DRAWER, TYP. @ INMATE ACCESSIBLE AREAS WALL PER WALL TYPE ADJUSTABLE SHELVES ALL EXTERIOR EXPOSED SURFACES AND EDGES ARE PLAM OVER 3/4" PLYWOOD SUBSTRATE, TYP. PINHOLES W/METAL INSERTS FOR SHELVES RE : E L E V A T I O N 4 " R E : E L E V A T I O N S TYP 3" 1/2" P A S S -T H R U 7 " O P E N 2 ' - 9 " COUNTERTOP, SEE ELEVATION WALL TYPE PER PLAN DETENTION HOLLOW METAL FRAME WITH SECURITY GLAZING 4 ' - 0 " 2' - 2" CORBEL L-BRACKET, TYP 1/2" PLYWOOD GROUT TOP COURSE SOLID CMU BEYOND FINISHED END PANEL HSS TUBE STEEL PER STRUCTURAL SCHEDULED BASE 3/4" PLYWOOD DRAWER FRONT W/ PLAM FINISH 3/4" PREFINISHED DRAWER SUPPORT AND BOTTOM PULLS AS SCHEDULED 1/4" CABINET BACK; FINISH TO MATCH CABINET INTERIOR MELAMINE CABINET INTERIOR COUNTER TOP AS SCHEDULED SEALANT, TYP. R E : E L E V A T I O N 4 " 3/4" PREFINISHED ADJUSTABLE SHELF TYP. 3" LOCKABLE DRAWER AND CABINET WHERE INDICATED 2' - 1" B C D E F G H 2 3 4 5 6 1 A 4.5 ADA ADA 12.04 EXISTING BUILDING FREMONT COUNTY COURTHOUSE EXISTING BUILDING FREMONT COUNTY SHERIFF'S OFFICE 12.03 12.0312.03 12.03 12.03 12.01 12.01 12.01 12.01 12.01 12.01 12.02 12.02 12.02 12.0112.01 12.01 12.02 12.01 12.01 12.01 12.01 12.01 12.04 12.03 12.02 12.01 12.01 12.02 12.01 12.05 12.05 11.01 11.01 SALLYPORT 101 KITCHEN 102 CHANGING ROOM 107 BOOKING 108 IDF, SECURITY AND ELECTRONICS 104 MEDICAL EXAM 105 HOLDING 109 HOLDING 110 HOLDING 111 ADA HOLDING 112 ELEV. 113 VEST. 114 STAIR 116 CORRIDOR 124 STAFF RR 117 MECHANICAL 118 FIRE RISER 120 ELEC. 122 JANITOR 119 PROGRAMS 121 SHELL SPACE 123 SALLYPORT 125 OFFICER 126 DAYROOM 133 DAYROOM 127 HOUSING 6 BEDS 138 HOUSING 8 BEDS 137 CHASE 136 HOUSING 6 BEDS 135 OUTDOOR RECREATION 134 OUTDOOR RECREATION 132 CHASE 130 HOUSING 6 BEDS 131 HOUSING 8 BEDS 129 HOUSING 6 BEDS 128 STAIR 144 RADIO EQUIPMENT 140 WORKROOM (SHELLED) 141 CORRIDOR (SHELLED) 139 DISPATCH (SHELLED) 143RESTROOM (SHELLED) 142 12.01 12.0112.0112.01 PROPERTY STORAGE 106 DRY STORAGE 103 EXISTING CONDITIONS 1. CONTRACTOR IS TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING. ALL WORK AND MATERIALS NECESSARY TO INSTALL NEW WORK IN EXISTING BUILDING(S) SHALL BE INCLUDED. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AND SHALL CONTACT THE ENGINEER IF ANY DISCREPANCIES ARE FOUND BEFORE PROCEEDING. NOTIFY ENGINEER IMMEDIATELY IF EXISTING CONDITIONS DO NOT MATCH, OR SEEM IN CONFLICT WITH, INFORMATION SHOWN ON DRAWINGS. 3. DIMENSIONS INDICATED ON PLAN AS FIELD VERIFY, OR “FV”, ARE DIMENSIONS THAT MAY BE REQUIRED FOR FABRICATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF DIMENSIONS IN THE FIELD NECESSARY FOR FABRICATION OF MEMBERS AND PRIOR TO SUBMISSION OF SHOP DRAWINGS. 4. CONTRACTOR TO PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS AND EQUIPMENT TO REMAIN FROM DAMAGE DUE TO DEMOLITION OR CONSTRUCTION OPERATIONS PERFORMED UNDER THIS CONTRACT. 5. THE SEQUENCE OF CONSTRUCTION SHALL BE THE RESPONSIBILITY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL TEMPORARY GUYS, BRACING, AND OTHER SUPPORTS AS NEEDED TO SAFELY RESIST ALL GRAVITY AND LATERAL LOADS TO WHICH THE EXISTING OR PROPOSED STRUCTURE MAY BE SUBJECTED, INCLUDING LOADS FROM ERECTION EQUIPMENT AND ERECTION OPERATIONS, AND WIND OR SEISMIC FORCES COMPARABLE IN INTENSITY FOR WHICH THE STRUCTURE IS DESIGNED. LOAD VERIFICATION OF EXISTING MEMBERS TO RECEIVE TEMPORARY SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR’S ENGINEER. 6. ALL ERECTION AND CONSTRUCTION PROCEDURES SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE CODES AND ORDINANCES. 7. ALL FRAMING CONNECTIONS TO EXISTING STRUCTURE SHALL BE FIELD VERIFIED PRIOR TO SHOP DRAWING PRODUCTION AND FABRICATION. FIELD VERIFIED DIMENSIONS SHALL BE INCLUDED ON FIRST SHOP DRAWING SUBMITTAL AND NOTED AS SUCH. 8. EXISTING UTILITY LINES SHALL BE PROBED PRIOR TO CONSTRUCTION OF FOUNDATIONS. NOTIFY ENGINEER IF THE TOP OF ANY UTILITY PIPE COMES WITHIN 3'-0" OF THE BOTTOM OF ANY FOUNDATION. DETERMINE THE LOCATION OF ALL NEW AND EXISTING UNDERGROUND UTILITIES IN AND ADJACENT TO THE AREA OF WORK PRIOR TO EXCAVATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM FAILURE TO EXACTLY LOCATE, PROTECT, AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES. 9. EXCAVATION UNDER OR NEAR IN-PLACE FOOTINGS WHICH DISTURBS THE COMPACTED SOIL BENEATH THE FOOTINGS IS NOT PERMITTED. 10. CONTRACTOR SHALL LOCATE REBAR IN EXIST. CONSTRUCTION PRIOR TO DRILLING OF HOLES AND SHALL TAKE CARE NOT TO DAMAGE EXIST. BARS. IF DAMAGE TO EXIST. REBAR OCCURS DURING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE. REPAIR PROCEDURES NOT DETAILED IN THE CONTRACT DOCUMENTS WILL REQUIRE PREPARATION BY A QUALIFIED PROFESSIONAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED AND MUST BE APPROVED BY THE ENGINEER. GENERAL 1. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE, NOT THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN COMPLETED. THE RESEARCH, DESIGN, SAFETY, ADEQUACY, AND INSPECTION OF ERECTION BRACING, SHORING, GUYING, TEMPORARY SUPPORTS, ETC, IS THE RESPONSIBILITY OF THE CONTRACTOR. 2. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS AND METHODS, SEQUENCES OF CONSTRUCTION, OR CONSTRUCTION TECHNIQUES USED TO PERFORM THE WORK. OBSERVATION VISITS TO THE SITE WILL NOT INVOLVE REVIEW OF THESE ITEMS. 3. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S SAFETY PROGRAM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE WORK. THE ENGINEER WILL NOT ADVISE ON, NOR ISSUE DIRECTION, AS TO SAFETY PRECAUTIONS AND PROGRAMS. OBSERVATION VISITS TO THE SITE WILL NOT INVOLVE REVIEW OF THESE ITEMS. 4. CONTRACTOR IS TO ESTABLISH AND VERIFY OPENINGS AND INSERTS FOR ITEMS TO BE INSTALLED BY OTHER TRADES PRIOR TO SUBMITTAL OF SHOP DRAWINGS AND CONSTRUCTION. 5. CONSTRUCTION MATERIAL AND EQUIPMENT LOADS PLACED ON THE STRUCTURE DURING THE CONSTRUCTION PROCESS SHALL NOT EXCEED THE DESIGN LIVE LOAD OF THE STRUCTURE NOTED IN THESE DRAWINGS. THE ENGINEER SHALL NOT BE RESPONSIBLE TO INVESTIGATE, NOR APPROVE, THE STRUCTURE FOR CONSTRUCTION MATERIAL OR EQUIPMENT LOADING. ERECTION OR CONSTRUCTION LOADS ARE NOT TO BE APPLIED UNTIL PROPER STRUCTURAL FRAMING CONNECTIONS ARE MADE, AND ALL TEMPORARY BRACING IS IN PLACE. THE CONTRACTOR SHALL DESIGN AND PROVIDE TEMPORARY BRACING OF THE STRUCTURE WHERE NECESSARY FOR CONSTRUCTION LOADS. 6. DETAILS THAT ARE NOTED AS "TYPICAL OR TYP" ON DETAIL TITLES ARE TO BE APPLIED TO THE PROJECT CONSTRUCTION AS GENERAL CONSTRUCTION METHODS UNLESS NOTED OTHERWISE. THESE DETAILS ARE NOT CUT AT ALL LOCATIONS WHERE THEY OCCUR, AND THEY MAY NOT BE CUT AT ALL. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR CONDITIONS ELSEWHERE ON THE PROJECT, SUBJECT TO APPROVAL OF THE ENGINEER. 7. DO NOT SCALE DRAWINGS. CONTRACTOR IS TO VERIFY ALL DIMENSIONS RELATIVE TO ARCHITECTURAL OR OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES MUST BE REPORTED TO THE ENGINEER PRIOR TO CONSTRUCTION. 8. WHERE DISCREPANCIES OCCUR BETWEEN GENERAL NOTES, PLANS, DETAILS, AND SPECIFICATIONS, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN, UNLESS APPROVED OTHERWISE BY THE ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 9. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL OTHER DISCIPLINES AND SPECIFICATIONS. THE CONTRACTOR SHALL ESTABLISH AND VERIFY THE REQUIREMENTS OF OTHER TRADES AS TO SLEEVES, CHASES, HANGERS, INSERT ANCHORS, HOLES, AND OTHER ITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK. DO NOT PENETRATE ANY STRUCTURAL ELEMENTS (BEAMS, COLUMNS, WALLS, SLABS, STEEL DECKS, ETC) WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. 10. IF THE ENGINEER'S SEAL AND SIGNATURE IS NOT AFFIXED TO THESE DRAWINGS, THESE DRAWINGS ARE INTENDED FOR PRELIMINARY PURPOSES ONLY AND SHALL NOT BE USED FOR CONSTRUCTION. 11. STRUCTURAL JOINT DIMENSIONS SHOWN ON PLANS AND DETAILS (EXPANSION, SEISMIC, SEPARATION, ETC) INDICATE THE MINIMUM CLEAR DISTANCE REQUIRED. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS AND INFORMATION. GEOTECHNICAL & FOUNDATIONS 1. FOUNDATION DESIGN IS BASED ON GEOTECHNICAL INVESTIGATION PERFORMED BY STRATA, PROJECT NO. IF21080A REVISION 1, DATED OCTOBER 13, 2021. BASED ON THE GEOTECHNICAL REPORT, THE FOLLOWING HAS BEEN USED IN THE FOUNDATION DESIGN: FROST DEPTH 2'-8" ALLOWABLE NET SOIL BEARING PRESSURE 4,000 PSF W/ ALLOWABLE 1/3 INCREASE FOR WIND & SEISMIC EQUIVALENT ACTIVE (UNRESTRAINED) FLUID PRESSURE 45 PCF EQUIVALENT AT-REST (RESTRAINED) FLUID PRESSURE 65 PCF EQUIVALENT PASSIVE FLUID PRESSURE 350 PCF COEFFICIENT OF FRICTION 0.50 2. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND PROJECT SPECIFICATIONS. 3. CONTRACTOR SHALL PROVIDE TEMPORARY FROST PROTECTION FOR FOUNDATIONS NOT CONSTRUCTED TO FROST DEPTH IF CONSTRUCTION IS TO TAKE PLACE IN WINTER MONTHS. CONTACT GEOTECHNICAL ENGINEER FOR GUIDANCE. 4. IF DISCREPANCIES EXIST BETWEEN THE CONTRACT DOCUMENTS AND THE GEOTECHNICAL REPORT, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN, UNLESS DETERMINED OTHERWISE BY THE ENGINEER IN WRITING. 5. ALL FOUNDATION EXCAVATIONS AND BEARING SURFACES SHALL BE OBSERVED AND APPROVED BY THE GEOTECHNICAL ENGINEER / TESTING AGENCY PRIOR TO PLACING FOUNDATION CONCRETE. 6. NOTIFY ENGINEER OF ANY NECESSARY DEVIATIONS FROM THE FOOTING ELEVATIONS SHOWN ON THE DRAWINGS PRIOR TO CONSTRUCTING THE FOOTINGS. 7. UNLESS NOTED OTHERWISE, COLUMN FOOTINGS SHALL BE CENTERED ON COLUMNS, AND WALL FOOTING SHALL BE CENTERED ON WALLS. 8. BACKFILL FOUNDATION WALLS WITH FREE DRAINING FILL AND PROVIDE A SUBSURFACE DRAINAGE SYSTEM BASED ON THE GEOTECHNICAL REPORT RECOMMENDATIONS. 9. ALL FOUNDATION WALLS WHERE GRADE IS NOT PRESENT ON BOTH SIDES ARE DESIGNED TO BE RESTRAINED IN THE COMPLETED STRUCTURE. CONNECTING CONSTRUCTION SHALL BE INSTALLED, INCLUDING INSTALLATION OF FLOOR/ ROOF DIAPHRAGM AND THEIR ATTACHMENTS, PRIOR TO BACKFILLING WALL. CONCRETE DIAPHRAGMS SHALL REACH 75% OF REQUIRED 28 DAY COMPRESSIVE STRENGTH PRIOR TO BACKFILLING. ALTERNATIVELY, THE CONTRACTOR SHALL PROVIDE DESIGN AND CONSTRUCTION OF TEMPORARY BRACING THAT PROTECTS THE WALL AGAINST OVERSTRESS OR MOVEMENT UNTIL ALL SUPPORTING CONSTRUCTION IS COMPLETE AND CURED. THE CONTRACTOR'S ENGINEER IS RESPONSIBLE FOR THE DESIGN OF ALL TEMPORARY BRACING. 10. BACKFILLING AGAINST FOUNDATION WALLS WHERE GRADE IS PRESENT ON BOTH SIDES SHALL BE PERFORMED SO DIFFERENCE IN SOIL HEIGHT ON EACH SIDE OF THE WALL DOES NOT EXCEED 2-FT. 11. NEW FOOTINGS LOCATED IMMEDIATELY ADJACENT TO EXISTING FOOTINGS SHALL BE FOUNDED AT THE SAME ELEVATION AS THE EXISTING FOUNDATIONS, UNO. THE EXISTING FOOTINGS SHALL NOT BE UNDERMINED BY NEW CONSTRUCTION, UNO. CONCRETE CONSTRUCTION 1. THESE NOTES APPLY TO CONCRETE USED IN BUILDING CONSTRUCTION ONLY. SEE CIVIL/SITE WORK DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 301 AND ACI 318. 3. REFER TO DRAWINGS OF OTHER DISCIPLINES AND VENDOR DRAWINGS FOR EMBEDDED ITEMS AND RECESSES NOT SHOWN ON STRUCTURAL DRAWINGS. 4. SLEEVES OR OPENINGS, EXCEPT AS DETAILED ON THE STRUCTURAL DRAWINGS, SHALL NOT BE PLACED IN WALLS, JOISTS, BEAMS, GIRDERS, OR IN SLABS ADJACENT TO A COLUMN (WITHIN A DISTANCE EQUAL TO THE SLAB THICKNESS) UNLESS APPROVED BY THE ENGINEER. PLUMBING, MECHANICAL, & ELECTRICAL CONTRACTORS SHALL SUBMIT SIZES AND LOCATIONS OF ALL PENETRATIONS IN STRUCTURAL SLABS FOR THE ENGINEER'S APPROVAL BEFORE THE SLAB IS PLACED. ALL PIPE PENETRATIONS THROUGH SLABS SHALL BE SLEEVED PER WITH ACI 318. 5. PROVIDE CONSTRUCTION JOINTS IN ACCORDANCE WITH ACI 318. SUBMIT DRAWINGS SHOWING PLACEMENT SEQUENCE FOR ENGINEERING REVIEW. 6. ALL CONCRETE SHALL BE MECHANICALLY CONSOLIDATED IN ACCORDANCE WITH ACI 309. 7. PROVIDE A FORMED CONSTRUCTION KEYWAY BETWEEN ALL HORIZ AND VERT PLACEMENT EDGES EXCEPT CONCRETE TOPPING SLABS. PROVIDE WATERSTOPS FOR ALL CONSTRUCTION JOINTS BELOW WATER TABLE AND WHERE INTERIOR SLAB ON GRADE IS BELOW EXTERIOR GRADE. 8. PROVIDE DOVETAIL ANCHOR SLOTS WHERE MASONRY/STONE IS VENEERED TO CONCRETE. PLACE SLOTS VERTICALLY AT 24 INCHES OC MAX. PROVIDE DOVETAIL ANCHOR FOR EACH TWO SQ. FT. OF VENEER SURFACE. 9. ALL EDGES OF PERMANENTLY EXPOSED CONCRETE SURFACES SHALL BE CHAMFERED 3/4", UNO. 10. RIGID INSULATION USED TO FORM BUILT-UP SLABS SHALL BE CLOSED-CELL EXPANDED POLYSTYRENE CONFORMING TO ASTM D6817 WITH MINIMUM COMPRESSIVE RESISTANCE @ 1% DEFORMATION OF 2.2 PSI. SUBMITTALS 1. THE FOLLOWING ITEMS ARE REQUIRED STRUCTURAL SUBMITTALS AS DESCRIBED IN THE SPECIFICATIONS. a. 031000 CONCRETE FORMING & ACCESSORIES b. 032000 CONCRETE REINFORCING c. 033000 CAST-IN-PLACE CONCRETE REINFORCING d. 042000 UNIT MASONRY e. 051200 STRUCTURAL STEEL FRAMING f. 054000 COLD-FORMED METAL FRAMING 2. THE FOLLOWING ITEMS ARE DELEGATED DESIGN (DEFERRED SUBMITTALS PER THE BUILDING CODE) AS DESCRIBED IN THE SPECIFICATIONS. a. 055000 METAL FABRICATIONS b. 055113 METAL PAN STAIRS c. 055213 PIPE AND TUBE RAILINGS 3. DELEGATED DESIGN SUBMITTAL CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY THE ENGINEER RESPONSIBLE FOR THEIR PREPARATION AND SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW WITH THE SHOP DRAWING SUBMITTAL. ONCE REVIEWED, CONTRACTOR SHALL FORWARD TO THE AHJ FOR APPROVAL. FABRICATION AND INSTALLATION OF THE DELEGATED DESIGN SUBMITTAL ITEMS SHALL NOT OCCUR UNITL APPROVAL OF THE AHJ IS RECEIVED. ABBREVIATIONS ABBREVIATIONS ARE AS SHOWN IN THE CONTRACT DOCUMENTS WITH THE FOLLOWING EXCEPTIONS: #REINFORCING BAR SIZE, SHEET METAL SCREW SIZE @ AT (SPACING) Ø DIAMETER AB ANCHOR BOLT ABC AGGREGATE BASE COURSE ADDL ADDITIONAL AFF ABOVE FINISHED FLOOR AHJ AUTHORITY HAVING JURISDICTION ALT ALTERNATE ANCH ANCHOR APPROX APPROXIMATE AR ANCHOR ROD ARCH ARCHITECTURAL B/BOTTOM OF BOD BOTTOM OF DECK BLDG BUILDING BLKG BLOCKING BM(S)BEAM(S) BOF BOTTOM OF FOOTING BOL BOTTOM OF LINTEL BOS BOTTOM OF STEEL BOT BOTTOM BRBF BUCKLING RESTRAINED BRACED FRAME BRG BEARING BTWN BETWEEN C CHANNEL CANT CANTILEVER CFMF COLD-FORMED METAL FRAMING CIP CAST-IN-PLACE CJ CONTROL JOINT CJP COMPLETE JOINT PENETRATION CL CENTERLINE CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN COMP COMPOSITE CONC CONCRETE CONN(S)CONNECTION(S) CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACT(OR) CSTJ CONSTRUCTION JOINT CTR CENTER (D)DEMOLISH DBA DEFORMED BAR ANCHOR DCW DEMAND CRITICAL WELD DEG DEGREE DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DL DEAD LOAD DO DITTO DT PRESTRESSED PRECAST DOUBLE TEE DTL DETAIL DWG(S)DRAWING(S) DWL(S)DOWEL(S) (E)EXISTING EA EACH EBF ECCENTRICALLY BRACED FRAME EE EACH END EF EACH FACE EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EMBED EMBEDMENT, EMBEDDED EN EDGE NAILING EWP ENGINEERED WOOD PRODUCT ENG ENGINEER EOD EDGE OF DECK EOR ENGINEER OF RECORD EOS EDGE OF SLAB EQ EQUAL EQUIP EQUIPMENT EQUIV EQIUVALENT EW EACH WAY EXP EXPANSION EXT EXTERIOR f'c SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE f’m SPECIFIED COMPRESSIVE STRENGTH OF MASONRY FD FLOOR DRAIN FDN FOUNDATION FRT FIRE RESISTANCE TREATED FS FAR SIDE FT FEET (FOOT) FTG FOOTING FV FIELD VERIFY Fy YIELD STRENGTH GA GAGE, GAUGE GALV GALVANIZED GB GRADE BEAM GC GENERAL CONTRACTOR GLB GLUE LAMINATED BEAM GR GRADE H HEIGHT HC PRESTRESSED PRECAST HOLLOW CORE HDR HEADER HORIZ HORIZONTAL HS HEADED STUD ID INSIDE DIAMETER IF INSIDE FACE IMF INTERMEDIATE MOMENT FRAME IN INCH INC INCLUDE(ING) INT INTERIOR JBE JOIST BEARING ELEVATION JST JOIST JT JOINT K KIP (1,000 LBS) KSF KIPS PER SQUARE FOOT MASONRY 1. MASONRY CONSTRUCTION SHALL CONFORM TOTHE REQUIREMENTS OF THE "SPECIFICATIONS FOR MASONRY STRUCTURES" (TMS 602), "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (TMS 402), AND THE BUILDING CODE. 2. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, WITH A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 2,000 PSI. CONCRETE MASONRY ASSEMBLIES SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2,000 PSI (f’m). 3. MORTAR FOR ABOVE GRADE MASONRY SHALL CONFORM TO ASTM C270, TYPE S AND BELOW GRADE MASONRY SHALL BE TYPE M.` ALL MORTAR SHALL MEET THE "PROPORTION SPECIFICATION" OF ASTM C270 AND BE MADE WITH PORTLAND CEMENT / LIME (NON-AIR -ENTRAINED). MASONRY CEMENT IS NOT ACCEPTABLE. 4. UNO, ALL WALLS SHALL BE LAID IN RUNNING BOND. BOND CORNERS AND INTERSECTIONS OF LOAD BEARING WALLS. ALL UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON HEAD, BED (FACE SHELL), WEBS, AND COLLAR JOINTS, UNLESS NOTED OTHERWISE. BED JOINT THICKNESS SHALL NOT EXCEED 5/8”. 5. GROUT SHALL CONFORM TO ASTM C476 WITH A MIN. 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI BUT NOT LESS THAN THE SPECIFIED NET AREA COMPRESSIVE STRENGTH OF THE MASONRY UNITS. 6. FILL ALL BOND BEAMS, LINTELS, AND REINFORCED CELLS SOLID WITH GROUT. ALL MASONRY BELOW GRADE SHALL BE GROUTED SOLID BELOW HIGHEST ADJACENT GRADE. 7. MASONRY REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. REINFORCING STEEL TO BE WELDED SHALL BE ASTM A706, GRADE 60. 8. HORIZONTAL JOINT REINFORCING SHALL COMPLY WITH ASTM A 951 AND BE 9 GAUGE STANDARD LADDER TYPE, GALVANIZED, AT 16-INCHES ON CENTER. SPACE JOINT REINFORCING AT 8-INCHES ON CENTER AT NON-CAVITY MULTWYTHE WALLS. COLLAR JOINT BETWEEN WYTHES OF NON-CAVITY MULTIWYTHE WALLS ARE TO BE MORTARED/GROUTED SOLID. 9. SPACE JOINT REINFORCING AT 8-INCHES ON CENTER AT NON-CAVITY MULTIWYTHE WALLS. COLLAR JOINT BETWEEN WYTHES OF NON-CAVITY MULTIWYTHE WALLS ARE TO BE MORTARED/GROUTED SOLID. 10. PROVIDE BOND BEAMS AT TOP OF ALL WALLS, ALL ROOF AND FLOOR LINES, AND WHERE INDICATED. MINIMUM BOND BEAM REINFORCING SHALL BE (2) #5 IN 6" AND 8" WIDE BOND BEAMS AND (2) #6 IN 12" WIDE BOND BEAMS. DISCONTINUE BOND BEAM REINFORCING AT CONTROL JOINTS EXCEPT AT FLOOR LEVELS, ROOF LEVELS, AND TOPS OF WALLS. PROVIDE CORNER BARS AT CORNERS AND WALL INTERSECTIONS. 11. ALL CMU WALL OPENINGS REQUIRE LINTELS. 12. REINFORCING SHALL BE HELD IN PLACE PRIOR TO GROUTING WITH AT LEAST TWO WIRE POSITIONERS PER GROUT POUR AND AT REINFORCING SPLICES. POSITIONERS SHALL PROVIDE REBAR SPACING OF 2 3/8-INCH CENTER TO CENTER REBAR SPACING FOR 8”BLOCK, AND 6 3/8”CENTER TO CENTER SPACING FOR 12”BLOCK., UNO. 13. UNO, PROVIDE ADDITIONAL REINFORCED CELL FOR THE FULL HEIGHT OF THE WALL AT EACH SIDE OF ALL OPENINGS, CONTROL JOINTS, EXPANSION JOINTS, WALL ENDS, WALL CORNERS, AND WALL INTERSECTIONS. 14. ALL VERTICAL REINFORCING REQUIRED BY THESE NOTES OR SHOWN ON THE PLANS SHALL EXTEND FROM THE FOUNDATION TO THE TOP OF WALL. PROVIDE DOWELS FROM FOUNDATION OR SUPPORTING STRUCTURE TO MATCH VERTICAL BAR SIZE AND SPACING. 15. MASONRY CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL AND ELECTRICAL CONTRACTORS AND BUILD IN OPENINGS FOR ELECTRICAL PANELS, CONDUITS, PIPES, FIRE EXTINGUISHER CABINETS, DUCTS, ETC. AS NOT TO INTERFERE WITH REINFORCED AND/OR GROUTED CELLS. PIPES AND CONDUITS PASSING HORIZONTALLY THROUGH WALLS SHALL BE SLEEVED. MINIMUM SPACING OF SLEEVES SHALL BE THREE SLEEVE DIAMETERS. 16. MORTAR FINAL PROJECTION INTO THE GROUT SPACE SHALL NOT EXCEED 1/2 INCH. 17. SPACE CONTROL JOINTS IN MASONRY WALLS SUCH THAT NO STRAIGHT RUN OF WALL EXCEEDS EITHER 2 TIMES WALL HEIGHT OR 40’-0", UNO. THE CONTRACTOR SHALL NOT PLACE CONTROL JOINTS ABOVE / BELOW OPENINGS, WITHIN SCHEDULED JAMB EXTENTS, OR WITHIN 16”OF BEAM/JOIST BEARING PLATES. CONTROL JOINTS SHALL NOT JOG HORIZONTALLY. COLD FORMED METAL FRAMING 1. DESIGN, FABRICATE, AND ERECT COLD-FORMED STEEL STRUCTURAL MEMBERS PER THE REQUIREMENTS OF THE LATEST EDITION OF THE SPECIFICATION FOR THE DESIGN OF COLD-FORMED STRUCTURAL MEMBERS BY THE AMERICAN IRON AND STEEL INSTITUTE, INCLUDING ALL APPLICABLE AMENDMENTS. WHERE REQUIRED, THE SEISMIC DESIGN OF COLD-FORMED STRUCTURAL MEMBERS, AISI S100 & S200, AND SHALL BE IN ACCORDANCE WITH THE ADDITIONAL PROVISIONS OF THE BUILDING CODE. 2. COLD FORMED METAL FRAMING (CFMF) AND CONNECTIONS TO THE STRUCTURAL SYSTEM SHALL BE DESIGNED AND DETAILED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE WHICH THE PROJECT IS LOCATED. 3. CFMF SHALL BE DESIGNED BY THE SUPPLIER TO RESIST LOADS INDICATED ON THE DRAWINGS. SEE LOADING PLANS AND ADDITIONAL LOADS NOTED. 4. CONNECTIONS AND ATTACHMENT TO THE STRUCTURE SHALL BE INSTALLED AS DESIGNED AND DETAILED BY THE CFMF SUPPLIER TO RESIST ALL LOADS INDICATED. 5. SUBMIT SIGNED AND SEALED CFMF SHOP DRAWINGS AND SPECIFICATIONS TO THE SEOR FOR REVIEW PRIOR TO FABRICATION. 6. MINIMUM YIELD STRENTH FOR 43 AND 33 MIL STUDS, JOISTS, STRAPS, BRIDGING, ETC, SHALL BE 33 KSI MINIMUM. YIELD STRENGTH FOR 97, 68, AND 54 MIL STUDS, JOISTS, STRAPS, BRIDGING, ETC, SHALL BE 50 KSI MINIMUM. 7. PROVIDE CFMF MEMBERS WITH SECTION PROPERTIES REQUIRED TO RESIST APPLIED LOADING AND AS MANUFACTURED BY MEMBERS OF THE STEEL STUD MANUFACTURER'S ASSOCIATION (SSMA) COMPLYING WITH ICC ESR-3064P AND THE BUILDING CODE. 8. STUDS IN LOAD BEARING WALLS SHALL ALIGN VERTICALLY WITH THE JOIST OR TRUSS BEARING LOCATION ABOVE AND BELOW. UNLESS NOTED OTHERWISE, PROVIDE DOUBLE STUDS AT ALL JAMBS, CORNERS, INTERSECTIONS, BEAM BEARINGS, AND JOIST BEARINGS. PROVIDE ADDITIONAL STUDS AT JAMBS AS REQUIRED BY THE CFMF SUPPLIER. ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND BOTTOM TRACK. 9. TEMPORARY BRACING SHALL BE INSTALLED AND LEFT IN PLACE UNTIL OTHER MEANS IS PROVIDED TO ADEQUATELY BRACE THE STRUCTURE. STUD SUPPLIER AND INSTALLER SHALL PROVIDE ALL CONNECTORS, FASTENERS, BRIDGING AND BRACING AS REQUIRED TO PROVIDE A COMPLETE STABLE INSTALLATION. 10. STUDS AND TRACKS ARE TO BE ATTACHED WITH SHEET METAL SCREWS (SMS) WITH SIZES CALLED OUT ON THE DETAILS. PENETRATION OF SCREWS THORUGH JOINED MATERIAL SHALL NOT BE LESS THAN 3 EXPOSED THREADS. SCREWS ARE TO BE INSTALLED AND TIGHTENED IN ACCORDANCE WITH SCREW MANUFACTURER’S RECOMMENDATIONS. SHEET METAL SCREWS SHALL COMPLY WITH ASTM C1513, SELF-DRILLING AND TAPPING TYPE, WITH PANCAKE FRAMER HEAD TYPE FOR #10 SMS AND HEX WASHER HEAD TYPE FOR #12 AND #14 (1/4”Ø) SMS UNLESS NOTED OTHERWISE. 11. AT A MINIMUM, PROVIDE BRIDGING AT 4'-0" OC MAX FOR FULL HEIGHT OF EXTERIOR WALLS AND AT 5'-0" OC MAX AT NON-BEARING WALLS WITH SHEATHING ON ONE SIDE ONLY (NON-LOAD BEARING WALLS WITH SHEATHING ON BOTH SIDES DO NOT REQUIRE BRIDGING), OR AS REQUIRED BY THE CFMF SUPPLIER. 12. MEMBERS SHALL BE UNPUNCHED WHERE USED FOR THE FOLLOWING: HEADERS AND SILLS OF OPENINGS WIDER THAN 3’-0”, AND BUILT-UP BOX AND BACK-TO-BACK SECTIONS. PUNCH-OUTS SHALL BE LOCATED IN THE CENTER OF THE WEB WITH A MINIMUM SPACING OF 24”OC, HAVE A MAXIMUM WIDTH OF HALF THE MEMBER DEPTH OR 2 ½”, WHICHEVER IS LESS, AND A MAXIMUM LENGTH OF 4 ½”. THE MINIMUM DISTANCE BETWEEN THE END OF THE MEMBER AND THE NEAR EDGE OF THE PUNCH-OUT SHALL BE 12”. STRUCTURAL STEEL 1. FABRICATOR QUALIFICATIONS: FABRICATOR SHALL BE AISC CERTIFIED OR AN “APPROVED FABRICATOR”IN ACCORDANCE WITH THE BUILDING CODE AND APPROVED BY THE AHJ. IN LIEU OF THE PREVIOUS, FABRICATOR SHALL INCLUDE IN THEIR BID THE SERVICES OF A SPECIAL INSPECTOR TO PROVIDE INSPECTION/TESTING SERVICES FOR WORK COMPLETED ON THE FABRICATOR’S PREMISES TO MEET BUILDING CODE REQUIREMENTS. AT THE COMPLETION OF WORK, FABRICATOR SHALL SUBMIT A “CERTIFICATE OF COMPLIANCE”TO THE ARCHITECT AND AHJ STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH APPROVED CONSTRUCTION DOCUMENTS. 2. STRUCTURAL STEEL SHAPES AND CONNECTING COMPONENTS SHALL CONFORM TO THE FOLLOWING MATERIAL SPECIFICATIONS UNO: FOLLOWING MATERIAL SPECIFICATIONS: WIDE FLANGE SHAPES ASTM A992, Fy = 50 KSI HOLLOW STRUCTURAL SECTIONS (HSS) RECTANGULAR & SQUARE ASTM A500, GRADE C, Fy = 50 KSI ROUND ASTM A500, GRADE C, Fy = 46 KSI STEEL PIPE ASTM A53, GRADE B, Fy = 35 KSI OTHER STEEL SHAPES AND PLATES ASTM A36, Fy = 36 KSI HIGH STRENGTH STRUCTURAL BOLTS ASTM F3125, GRADE A325N COLUMN ANCHOR RODS ASTM F1554, GRADE 55 WELDABLE (S1) MACHINE BOLTS ASTM A307 THREADED RODS ASTM A36 WELDING ELECTRODES E70XX DEFORMED BAR ANCHORS (DBA)ASTM A496, Fy = 70 KSI WELDED HEADED STUDS (WHS)ASTM A108, Fu = 65 KSI WELDED THREADED STUDS (WTS)ASTM A108, Fu = 65 KSI 3. CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE BUILDING SYSTEM AT ALL TIMES DURING THE ERECTION PROCESS. ELEMENTS HAVE BEEN DESIGNED FOR THE FINAL COMPLETED CONDITION AND HAVE NOT BEEN INVESTIGATED FOR TEMPORARY LOADING DURING CONSTRUCTION. INVESTIGATION OF THE STRUCTURAL ELEMENTS FOR ADEQUACY DURING THE STEEL ERECTION AND CONSTRUCTION PROCESS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR TO PROVIDE TEMPORARY SUPPORTS AS REQUIRED TO MAINTAIN STABILITY. 4. COLUMNS AND BEAMS WITH BASE, CAP OR END PLATES SHALL HAVE SQUARE CUT OR MILLED ENDS. 5. NON-METALLIC, NON-SHRINK, CHLORIDE FREE GROUT UNDER ALL COLUMN BASE PLATES AND BEAM BEARING PLATES SHALL CONSIST OF A PRE-MIXED PRODUCT COMPLYING WITH ALL REQUIREMENTS OF ASTM C1107. THE 28-DAY COMPRESSIVE STRENGTH OF THE GROUT SHALL BE TWICE THE FOUNDATION REQUIRED CONCRETE COMPRESSIVE STRENGTH, 5,000 PSI MINIMUM. 6. UNO, ALL STRUCTURAL STEEL PERMANENTLY EXPOSED TO THE WEATHER, INCLUDING ALL BRICK SHELF ANGLES AND EXTERIOR LINTELS, SHALL BE HOT DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. ALL DAMAGED GALVANIZING SHALL BE REPAIRED IN ACCORDANCE WITH ASTM A780. STAINLESS AND WEATHERING STEELS, WHERE SPECIFIED, ARE EXEMPT FROM THIS REQUIREMENT. 7. COAT STEEL BELOW GRADE WITH COLD-APPLIED ASPHALT EMULSION PER ASTM D1187. 8. ALL ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL COMPLY WITH AISC CODE OF STANDARD PRACTICE, SECTION 10. REFER TO DRAWINGS FOR LOCATIONS OF AESS. 9. WHERE CONNECTIONS ARE NOTED TO BE SLIP CRITICAL (EXAMPLE: A325-SC), BOLTS SHALL BE TIGHTENED TO THE MINIMUM PRETENSION FOR FULLY TIGHTENED BOLTS BY ONE OF THE AISC APPROVED METHODS. SLIP-CRITICAL BOLTS SHALL HAVE CLASS "A" FAYING SURFACES. 10. ALL BOLTS (HIGH STRENGTH, ANCHOR BOLTS, EXPANSION BOLTS, ADHESIVE ANCHORS, ETC.) SHALL BE INSTALLED WITH STEEL NUTS AND WASHERS. NUTS AND WASHERS FOR HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A563 AND TO ASTM F436, RESPECTIVELY. 11. WELDING PROCEDURES, ELECTRODES, AND WELDER QUALIFICATIONS SHALL CONFORM TO THE AMERICAN WELDING SOCIETY CODE D1.1, AISC STANDARDS, AND LOCAL CODE REQUIREMENTS. 12. ALL WELDS SHOWN ON THE DRAWINGS SHALL BE SHOP WELDS, UNO. WHERE SHOWN, FIELD WELDING SHALL BE USED. CONTRACTOR MAY SUBSTITUTE FIELD WELDS FOR SHOP WELDS AT THEIR DISCRETION. SHOP DRAWINGS SHALL CLEARLY NOTE ALL WELDING USING AWS A2.4 SYMBOLS. 13. WHERE CONTINUOUS ANGLES OR BENT PLATES ARE INDICATED, PROVIDE A CONTINUOUS BUTT WELD OR FULL PENETRATION WELD AT THE SPLICE POINTS, UNO. THE STEEL FABRICATOR MAY SUBMIT AN ALTERNATE BOLTED CONNECTION DETAIL FOR APPROVAL. 14. COORDINATE WITH ALL OTHER TRADES WHICH STEEL INTERACTS. THIS INCLUDES BUT IS NOT LIMITED TO COORDINATING WITH MASONRY, PRECAST CONCRETE, CAST-IN-PLACE CONCRETE, JOIST, AND METAL DECK SUPPLIERS. DESIGN CRITERIA 1. ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THESE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND REGULATIONS OF THE 2018 INTERNATIONAL BUILDING CODE (IBC), AS ADOPTED AND AMENDED BY THE CITY OF ST. ANTHONY, IDAHO HEREAFTER REFFERED TO AS THE BUILDING CODE. 2. MATERIAL SPECIFIC DESIGN STANDARDS LISTED IN THESE GENERAL NOTES ARE THE VERSION REFERENCED BY THE BUILDING CODE. IF NOT REFERENCED BY THE BUILDING CODE, USE THE LATEST EDITION APPROVED BY THE AUTHORITY HAVING JURISDICTION ON THE DATE OF THE PERMIT ISSUANCE. 3. RISK CATEGORY III 4. DESIGN DEAD LOADS SEE LOADING DIAGRAMS 5. DESIGN LIVE LOADS SEE LOADING DIAGRAMS 6.SNOW LOADS GROUND SNOW LOAD, Pg 37 PSF FLAT-ROOF SNOW LOAD, Pf 28.5 PSF SNOW EXPOSURE FACTOR, Ce 1.0 THERMAL FACTOR, Ct 1.0 SNOW LOAD IMPORTANCE FACTOR, ls 1.10 RAIN-ON-SNOW SURCHARGE 5 PSF DRIFT LOADS SEE LOADING DIAGRAMS 7.WIND LOADS BASIC WIND SPEED (3 SECOND GUST), V 112 MPH NOMINAL WIND SPEED, Vasd 87 MPH EXPOSURE CATEGORY C TOPOGRAPHIC FACTOR, Kzt 1.0 AIR DENSITY FACTOR, Ke 1.0 INTERNAL PRESSURE COEFFICIENT, GCpi +/-0.18 COMPONENTS AND CLADDING: SEE LOADING DIAGRAMS 8.SEISMIC LOADS SITE LATITUDE 43.9680 SITE LONGITUDE -111.6845 SITE CLASS C IMPORTANCE FACTOR, Ie 1.25 MAPPED SPECTRAL REPONSE ACCELERATIONS SS = 0.394 S1 = 0.151 DESIGN SPECTRAL RESPONSE ACCELERATIONS SDS = 0.341 SD1 = 0.151 SEISMIC DESIGN CATEGORY C SEISMIC FORCE RESISTING SYSTEM: SPECIAL REINFORCED MASONRY SHEAR WALLS RESPONSE MODIFICATION FACTOR, R 5.0 OVERSTRENGTH FACTOR, Ωo 2.5 DEFLECTION AMPLIFICATION FACTOR, Cd 3.5 ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE SEISMIC RESPONSE COEFFICIENT, Cs 0.085 DESIGN BASE SHEAR, V 258.1 KIPS POST-INSTALLED ANCHORS 1. UNO, THE FOLLOWING APPLIES TO ALL POST-INSTALLED ANCHORAGE INTO HARDENED CONCRETE OR MASONRY WHICH INCLUDES TYPES SUCH AS EXPANSION, WEDGE, SLEEVE, ADHESIVE / EPOXY, SHOT- PIN, SCREW AND UNDERCUT. 2. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED. 3. CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER OF RECORD PRIOR TO USING POST- INSTALLED ANCHORS FOR MISSING, DAMAGED OR MISPLACED CAST-IN-PLACE ANCHORS. 4. CARE SHALL BE GIVEN TO AVOID CONFLICTS WITH EXISTING REBAR WHEN DRILLING HOLES. HOLES SHALL BE DRILLED AND CLEANED PER THE MANUFACTURER’S INSTRUCTIONS. 5. MAINTAIN A MINIMUM OF 2 INCHES FROM EXISTING REINFORCEMENT, CONDUIT, POST-TENSIONING (WHERE OCCURS), ETC. USE NON-DESTRUCTIVE TESTING TO LOCATE PRIOR TO DRILLING, CORING OR SHOOTING PINS INTO THE EXISTING CONCRETE OR MASONRY. FOR INSTALLATION DEEPER THAN 3 INCHES USE GROUND PENETRATING RADAR OR X-RAY METHODS. 6. ALL ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS, MANUFACTURER’S RECOMMENDATIONS AND ALL APPLICABLE ICC-ES REPORTS, INCLUDING, BUT NOT LIMITED TO, ALL ANCHOR SPACINGS, EMBEDMENTS AND EDGE DISTANCES. 7. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY HAVING AN ICC ESR SHOWING COMPLIANCE WITH THE BUILDING CODE FOR SEISMIC USES, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF COMPREHENSIVE INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATION WILL ALSO CONSIDER CREEP, IN-SERVICE AND INSTALLATION TEMPERATURES. 8. EMBEDMENT REFERS TO THE FINAL INSTALLED EFFECTIVE DEPTH “Hef”. ALL ANCHORS SHALL HAVE EMBEDMENT NOTED OR EMBEDMENT AS RECOMMENDED BY MANUFACTURER WHERE NO EMBEDMENT IS SHOWN. REQUIRED ANCHOR HOLE DEPTH FOR INSTALLATION MAY BE DEEPER. 9. IF THE FULL ANCHOR EMBEDMENT DEPTH, SPACING OR EDGE DISTANCE CANNOT BE ACHIEVED, NOTIFY THE ENGINEER. 10. ALL PERSONNEL INSTALLING POST-INSTALLED ANCHORS SHALL BE TRAINED BY THE MANUFACTURER ON PROPER INSTALLATION TECHNIQUE. TRAINING DOCUMENTATION FROM THE MANUFACTURER SHALL BE AVAILABLE UPON REQUEST. 11. INSTALLATION OF ADHESIVE ANCHORS IN HORIZONTAL TO VERTICALLY OVERHEAD ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACI 318. PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. 12. EXPANSION BOLTS IN MASONRY SHALL BE ONE OF THE FOLLOWING: a. HILTI KWIK BOLT 3 MASONRY ANCHORS (ICC ESR-1385) b. DEWALT –POWER STUD+SD1 (ICC ESR-2966) c. SIMPSON STRONG-TIE WEDGE-ALL (ICC ESR-1396) d. SIMPSON STRONG-TIE STRONG BOLT-2 WEDGE ANCHOR (IAMPO UES ER-240) 13. SCREW ANCHORS IN MASONRY SHALL BE ONE OF THE FOLLOWING: a. HILTI KH-EZ SCREW ANCHOR (ICC ESR-3056) b. DEWALT –SCREW BOLT+, SCREW ANCHOR (ICC ESR-4042) c. SIMPSON STRONG-TIE TITEN HD SCREW ANCHORS (ICC ESR-1056) 14. ADHESIVE ANCHORS IN MASONRY SHALL BE ONE OF THE FOLLOWING: a. HILTI HY-270 FAST CURE ADHESIVE ANCHORS (ICC ESR-4144 FOR URM, ICC ESR-4143) b. DEWALT AC100+GOLD FAST CURE ADHESIVE ANCHOR (ICC ESR-3200) 15. EXPANSION BOLTS IN CONCRETE SHALL BE ONE OF THE FOLLOWING: a. HILTI KWIK BOLT TZ2 CONCRETE ANCHORS (ICC ESR-4266) b. DEWALT POWER-STUD+SD1 (ICC ESR-2818), POWER STUD +SD2 (ICC ESR-2502) c. SIMPSON STRONG-TIE STRONG-BOLT 2 WEDGE ANCHORS (ICC ESR-3037) 16. SCREW ANCHORS IN CONCRETE SHALL BE ONE OF THE FOLLOWING: a. HILTI HUS-EZ SCREW ANCHOR (ICC ESR-3027) b. DEWALT SCREW BOLT+, SCREW ANCHOR (ICC ESR-3889) c. SIMPSON STRONG-TIE TITEN HD SCREW ANCHORS (ICC ESR-2713) 17. ADHESIVE ANCHORS IN CONCRETE SHALL BE ONE OF THE FOLLOWING: a. HILTI HY-200 SAFE SET SYSTEM ADHESIVE ANCHORS (ESR-3187) (FAST CURE APPLICATIONS) b. HILTI RE-500 V3 ADHESIVE ANCHORS (ESR-3814) c. HILTI RE-100 ADHESIVE ANCHORS (ICC ESR-3829) (STANDARD CURE APPLICATIONS) d. DEWALT AC200+ ADHESIVE ANCHORS (ICC ESR-4027) (FAST CURE APPLICATIONS) e. DEWALT PURE 110+ ADHESIVE ANCHORS (ICC ESR-3298) (STANDARD CURE APPLICATIONS) 18. ANCHORS ARE NOT TO BE INSTALLED UNTIL CONCRETE OR GROUT HAS REACHED IT’S DESIGN STRENGTH. ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE WITH A MIN. AGE OF 21 DAYS. 19. MASONRY CELLS SHALL BE FULLY GROUTED AND CURED FOR INSTALLATION OF POST-INSTALLED ANCHORS. 20. USE INSTALLATION PROCEDURES FOR CRACKED CONCRETE CONDITIONS. DO NOT CORE DRILL FOR ANCHOR HOLES WITHOUT ENGINEER APPROVAL. 21. PROVIDE GALVANIZED CARBON STEEL ANCHORS AT DRY INTERIOR LOCATIONS AND STAINLESS-STEEL TYPE 304 OR 316 AT EXTERIOR / DAMP INTERIOR LOCATIONS. ANCHORS SHALL BE CLEAN AND FREE OF DEBONDING SUBSTANCES. 22. PATCH ABANDONED HOLES AND SPALLS USING NON-SHRINK GROUT AND REPAIR FINISHES AS REQUIRED. ANCHORS PENETRATING THROUGH WATERPROOFING OR VAPOR MEMBRANES SHALL BE SEALED OR FLASHED. 23. ADHESIVE / EPOXY ANCHORS ON THIS PROJECT ARE NOT DESIGNED TO SUPPORT OR INTENDED TO RESIST SUSTAINED TENSION LOADS. LB(S)POUND(S) Ld REINFORCING BAR DEVELOPMENT LENGTH Ldh HOOKED REINFORCING BAR DEVELOPMENT LENGTH LF LINEAR FOOT (FEET) LFRS LATERAL FORCE RESISTING SYSTEM LIN LINEAR LL LIVE LOAD LLBB LONG LEG BACK TO BACK LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONG LONGITUDINAL Ls REINFORCING BAR LAP SPLICE LENGTH LSH LONG SLOTTED HOLE LVL LAMINATED VENEER LUMBER LW LONG WAY LWC LIGHTWEIGHT CONCRETE MAX MAXIMUM MECH MECHANICAL MEP MECHANICAL, ELECTRICAL & PLUMBING MF MOMENT FRAME MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MTL METAL MWFRS MAIN WIND FORCE RESISTING SYSTEM (N)NEW NA NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NS NEAR SIDE NTS NOT TO SCALE NWC NORMAL WEIGHT CONRETE OC ON CENTER OCBF ORDINARY CONCENTRICALLY BRACED FRAME OCCS ORDINARY CANTILEVER COLUMN SYSTEM OD OUTSIDE DIAMETER OF OUTSIDE FACE OH OPPOSITE HAND OMF ORDINARY MOMENT FRAME OPG(S)OPENING(S) OPP OPPOSITE OWJ OPEN WEB JOIST PAF POWDER ACTUATED FASTENER PC PRECAST CONCRETE, PILE CAP PCBE PRECAST CONCRETE BEARING ELEVATION PCF POUNDS PER CUBIC FOOT PERP PERPENDICULAR PJP PARTIAL JOINT PENETRATION PL PLATE PLF POUNDS PER LINEAL FOOT PLWD PLYWOOD PREFAB PREFABRICATED PROJ PROJECTION PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PTW PRESERVATIVE TREATED WOOD RAD RADIUS RC REINFORCED CONCRETE REF REFERENCE REINF REINFORCE, REINFORCED, REINFORCEMENT, REINFORCING REQ(D)REQUIRE(D) REV(S)REVISION(S) RTU ROOFTOP UNIT SCBF SPECIAL CONCENTRICALLY BRACED FRAME SCCS SPECIAL CANTILEVER COLUMN SYSTEM SCHED SCHEDULE SDL SUPERIMPOSED DEAD LOAD SDS SELF-DRILLING SCREWS SSH SHORT SLOTTED HOLE SECT SECTION SEOR STRUCTURAL ENGINEER OF RECORD SF SQUARE FOOT SFRS SEISMIC FORCE RESISTING SYSTEM SHT SHEET SIM SIMILAR SL SNOW LOAD SMF SPECIAL MOMENT FRAME SOG SLAB ON GRADE SPA SPACE, SPACING SPEC(S)SPECIFICATION(S) SST STAINLESS STEEL STAG'D STAGGERED STD STANDARD STIFF STIFFENER STL STEEL STRUCT STRUCTURE, STRUCTURAL SYM SYMMETRICAL t THICKNESS T&B TOP & BOTTOM T&G TONGUE & GROOVE TC TENSION CONTROL TCW TOP OF CONCRETE WALL TEMP TEMPORARY THRD THREADED T/TOP OF TOB TOP OF BEAM TOC TOP OF CONCRETE TOF TOP OF FOOTING TOS TOP OF STEEL TOW TOP OF WALL TPE TOP OF PIER ELEVATION TRANS TRANSVERSE TSE TOP OF SLAB ELEVATION TWE TOP OF WALL ELEVATION TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VFY VERIFY W/WITH W/O WITHOUT WD WOOD WFRS WIND FORCE RESISTING SYSTEM WGT WEIGHT WP WORK POINT WPS WELDING PROCEDURE SPECIFICATION WT STEEL TEE SECTION WWR WELDED WIRE FABRIC/REINFORCEMENT X-STR EXTRA STRONG XX-STR DOUBLE EXTRA STRONG ZRC ZINC RICH COATING LATERAL LOAD RESISTANCE SYSTEM 1. LATERAL LOAD SYSTEM CONSISTS OF FLOOR/ROOF DIAPHRAGMS TRANSFERRING LATERAL LOADS TO MASONRY/CONCRETE SHEAR WALLS. SLABS-ON-GRADE 1. VERIFY ALL TOP OF SLAB ELEVATIONS COMPLY WITH THE ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL FOR LOCATION AND EXTENT OF SPECIAL FINISHES OR TREATMENTS TO EXPOSED CONCRETE. 2. ALL INTERIOR SLABS ON GRADE SHALL BE CAST ON A 15 MIL VAPOR BARRIER INSTALLED PER MANUFACTURER’S WRITTEN INSTRUCTIONS, PLACED OVER CRUSHED ROCK DRAINAGE MATERIAL TO FORM A CAPILARY BREAK OF THICKNESS NOTED ON DRAWINGS, BUT NOT LESS THAN THAT PRESCRIBED BY THE GEOTECHNICAL ENGINEER. 3. CONTROL (CONTRACTION OR CONSTRUCTION) JOINTS SHALL BOUND ALL CONCRETE SLABS ON GRADE AS SHOWN ON THE DRAWINGS. WHERE NOT SHOWN ON THE DRAWINGS, CONTROL JOINTS SHALL BE LOCATED SUCH THAT THE ENCLOSED AREA IS RELATIVELY SQUARE WITH A MAXIMUM ASPECT RATIO OF 1.5:1 AND DOES NOT EXCEED 144 SQUARE FEET. 4. GENERAL CONTRACTOR SHALL SUBMIT CONTROL JOINT SHOP DRAWINGS AND PLACING SEQUENCES FOR APPROVAL PRIOR TO CONCRETE PLACEMENT. KEYED JOINTS NEED ONLY OCCUR AT CONSTRUCTION JOINTS. ALL CONTRACTION JOINTS MAY BE SAWCUT, UNO. 5. THE SLAB ON GRADE IS NOT DESIGNED TO SUPPORT TRAFFIC FROM CRANES OR OTHER HEAVY CONSTRUCTION VEHICLES. CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED CONCRETE SLABS. 6. ALL PIPING AND CONDUIT INSTALLED BELOW SLABS ON GRADE SHALL BE INSTALLED ENTIRELY BELOW THE BOTTOM OF THE SLAB, WITH NO ENCROACHMENT INTO THE BOTTOM OF THE SLAB. CONTINUOUS FOOTINGS 1. CONTINUOUS FOOTING REINFORCING SHALL CONTINUE THROUGH ISOLATED SPREAD COLUMN FOOTINGS WHERE THEY OCCUR. 2. CONSTRUCTION JOINT LOCATIONS SHALL NOT OCCUR WITHIN EXTENTS OF ISOLATED SPREAD FOOTINGS. 3. PROVIDE CLASS ‘A’LAP SPLICES FOR ALL TOP AND BOTTOM BARS WHERE LAP SPLICES ARE REQUIRED. 4. FOOTINGS SHALL NOT HAVE CONSTRUCTION JOINTS IN A HORIZONTAL PLANE. CAST-IN-PLACE CONCRETE MIX DESIGNS 1. THE CONCRETE MIX TABLE SHOWN BELOW SHALL APPLY TO ALL CONCRETE MIX DESIGNS USED FOR STRUCTURAL ITEMS IN THIS PROJECT. MIX DESIGN SUBMITTALS SHALL BE IDENTIFIED FOR INTENDED STRUCTURAL USE AND SUBMITTED TO THE OWNER’S REPRESENTATIVE AND ENGINEER FOR REVIEW PRIOR TO PLACING ANY CONCRETE. WHEN CONCRETE MIX DESIGNS ARE A DELEGATED DESIGN ITEM, THE SUBMITTED MIX DESIGN SHALL BEAR THE SEAL AND SIGNATURE OF THE ENGINEER RESPONSIBLE FOR THEIR DESIGN. 2. REFER TO PROJECT SPECIFICATION FOR ADDITIONAL INFORMATION. 3. FLY ASH MAY BE USED TO REPLACE UP TO 25% OF PORTLAND CEMENT. FLY ASH SHALL CONFORM TO ASTM C618, TYPE F. PERCENTAGE LISTED IS BY WEIGHT OF TOTAL CEMENTITIOUS MATERIAL INCLUDING ASTM C150, C595, C845, AND C1157 CEMENT. DO NOT USE FLY ASH IF CONTENT WITHIN THE PERCENTAGES SHOWN CANNOT BE ACHIEVED. 4. SLABS ON GRADE & ELEVATED FLOORS SHALL HAVE A MAXIMUM SHRINKAGE RATE OF 0.035% AT 28 DAYS PER ASTM C157 (CURING TEST SPECIMENS TO BE CONSISTENT WITH FIELD CONDITIONS). RESULTS OF TESTING SHALL BE SUBMITTED TO ENGINEER WITH CONCRETE MIX SUBMITTAL. CONCRETE REINFORCEMENT 1. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. 2. REINFORCING STEEL TO BE WELDED SHALL BE ASTM A706, GRADE 60. NO WELDING OF REINFORCEMENT SHALL BE PERMITTED UNLESS SPECIFICALLY CALLED FOR OR REVIEWED AND APPROVED BY THE ENGINEER. 3. DEFORMED BAR ANCHORS (DBA) SHALL BE PROVIDED IN ACCORDANCE WITH NELSON STUD WELDING, INC ICC ESR 2907. ANCHORS SHALL BE SHOP WELDED TO STEEL USING A STUD WELDING GUN. 4. CONCRETE COVER REQUIREMENTS FOR CAST-IN-PLACE, NON-PRESTRESSED REINFORCEMENT UNLESS OTHERWISE NOTED ON DETAILS SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH:3" FORMED CONCRETE EXPOSED TO EARTH OR WEATHER: #6 BARS AND LARGER 2" #5 BARS AND SMALLER:1 1/2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: SLABS, WALLS, AND JOISTS: #14 AND #18 BARS:1 1/2" #11 BARS AND SMALLER 3/4" BEAMS, COLUMNS: PRIMARY REINFORCEMENT:1 1/2" TIES, STIRRUPS, SPIRALS:1 1/2" 5. REINFORCING BAR SPLICES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318 AND THE REINFORCING SPLICE LENGTH SCHEDULE. PROVIDE CLASS 'B' LAP SPLICE, UNO. 6. ALL HORIZONTAL WALL AND BEAM REINFORCING SHALL BEND AROUND ALL CORNERS, LAP WITH INTERSECTING REINFORCEMENT, AND LAP SHALL CONFORM TO LAP SPLICE AND ANCHORAGE SCHEDULE PROVIDED, UNO. 7. ALL REINFORCEMENT SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE AND ACI 315 DURING CONCRETE PLACEMENT. NO WET SETTING OF REINFORCEMENT OR ACCESSORIES. 8. PROVIDE CORROSION RESISTANT ACCESSORIES SUCH AS PLASTIC COATED (NOT PLASTIC TIPPED) OR STAINLESS-STEEL CHAIRS IN ALL EXPOSED CONCRETE CONSTRUCTION. PRECAST CONCRETE CHAIRS OR SAND PLATE CHAIRS SHALL BE USED FOR THE SUPPORT OF REINFORCING ON GRADE. CONCRETE BLOCK OR CLAY MASONRY BRICK ARE NOT PERMITTED. 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY DETAILED AS SUCH OR APPROVED BY THE ENGINEER IN WRITING. 10. WELDED WIRE REINFORCING (WWR) SHALL COMPLY WITH ASTM A1064. USE ONLY FLAT SHEETS. LAP ALL WWR AT LEAST ONE FULL WIRE SPACING PLUS 2 INCHES. ALL WWR SHALL BE CHAIRED TO ITS PROPER HEIGHT AND MAINTAINED AT THE PROPER LEVEL THROUGHOUT THE CONCRETE PLACING OPERATION. LIFTING OF WWR WITH A HOOK DURING CONCRETE PLACEMENT SHALL NOT BE PERMITTED. 11. MECHANICAL COUPLERS SHALL BE TYPE 2 COUPLERS CAPABLE OF SUSTAINING 125% Fy. UNDERPINNING EXISTING WALLS AND FOOTINGS 1. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THE DESIGN AND CONSTRUCTION OF ALL UNDERPINNING, WHETHER PERMANENT OR TEMPORARY, AND ANY OTHER PRECAUTIONARY, OR PROTECTIVE CONSTRUCTION NECESSARY TO SUPPORT THE EXISTING BUILDING. 2. UNDERPINNING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DESIGN ASPECTS INCLUDING ESTIMATING EXISTING BUILDING/SOIL LOADING, COMPLIANCE WITH GEOTECHNICAL REPORT RECOMMENDATIONS INCLUDING LOADING FOR PERMANENT STRUCTURES WHERE UNDERPINNING IS TO REMAIN AS PART OF THE COMPLETED STRUCTURE. 3. UNDERPINNING SYSTEMS REQUIRED TO SUPPORT THE EXISTING STRUCTURE OR FACILIATE EXCAVATION SHALL BE PROVIDED BY THE CONTRACTOR AND DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED. 4. UNDERPINNING SHALL BE PERFORMED BY A CONTRACTOR FAMILIAR WITH THIS TYPE OF WORK AND SHOWING A HISTORY OF 5 YEARS EXPERIENCE ON PROJECTS OF SIMILAR SIZE AND SCOPE. MASONRY VENEER 1. THE WEIGHT OF EXTERIOR MASONRY VENEER SHALL NOT EXCEED 40 PSF 2. FOR ADJUSTABLE TWO-PIECE ANCHORS, ANCHORS OF WIRE SIZE W1.7 AND 22 GAGE CORRUGATED SHEET-METAL ANCHORS, PROVIDE AT LEAST ONE ANCHOR FOR EACH 2.67 SQUARE FEET OF VENEER AREA. 3. FOR ANCHORS OTHER THAN ADJUSTABLE TWO-PIECE ANCHORS, PROVIDE AT LEAST ONE ANCHOR FOR EACH 3.50 SQUARE FEET OF VENEER AREA 4. ANCHORS SHALL BE SPACED AT A MAXIMUM OF 32" HORIZONTALLY AND 16" VERTICALLY. 5. PROVIDE ADDITIONAL ANCHORS AROUND OPENINGS LARGER THAN 16" IN EITHER DIMENSION. SPACE ANCHORS AROUND PERIMETER OF OPENING AT A MAXIMUM OF 3 FEET ON CENTER. PLACE ANCHORS WITHIN 12" OF OPENINGS. STATEMENT OF SPECIAL INSPECTIONS 1. IN ACCORDANCE WITH IBC, SECTION 1704, THE OWNER'S REPRESENTATIVE SHALL EMPLOY ONE OR MORE QUALIFIED SPECIAL INSPECTORS AND/OR TESTING AGENCIES TO PERFORM STRUCTURAL TESTS AND SPECIAL INSPECTIONS ON THE TYPES OF WORK LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS. 2. THE DESIGNATED ENGINEER OF RECORD FOR SPECIAL INSPECTIONS SHALL BE RESPONSIBLE FOR DEFINING THE ACTIVITIES OF THE INSPECTORS, FOR CERTIFYING THE QUALIFICATIONS OF THE INSPECTORS WITH THE AHJ, AND TO ATTEND THE PRE-CONSTRUCTION MEETING TO DEFINE THEIR SCOPE OF SERVICES AND THE TESTING OR TEST PROCEDURES THAT ARE REQUIRED AS OUTLINED IN THE BUILDING CODE. 3. THE INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO VERIFY CONFORMANCE WITH THE APPROVED CONTRACT DOCUMENTS. 4. THE INSPECTOR SHALL FURNISH DAILY INSPECTION REPORTS ON THE WORK TO THE OWNER'S REPRESENTATIVE, AHJ AND ENGINEER. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, AND, IF UNCORRECTED, TO THE ENGINEER AND THE AHJ. 5. THE DESIGNATED ENGINEER OF RECORD FOR SPECIAL INSPECTIONS SHALL COMPLETE, SIGN AND SEAL A FINAL REPORT CERTIFYING THAT TO THE BEST OF THEIR KNOWLEDGE, THE WORK IS IN CONFORMANCE WITH THE APPROVED CONTRACT DOCUMENTS. 6. SPECIAL INSPECTION IS TO BE PROVIDED IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE AHJ AND SHALL NOT BE CONSTRUED TO RELIEVE THE OWNER OR AUTHORIZED AGENT FROM REQUESTING THE INSPECTIONS REQUIRED BY IBC SECTION 110. 7. CONTRACTOR RESPONSIBILITY: EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND- OR SEISMIC FORCE-RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE AHJ AND THE OWNER'S REPRESENTATIVE ACKNOWLEDGING AWARENESS OF REQUIRED SPECIAL INSPECTIONS PRIOR TO COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. 8. CONCRETE: PER IBC SECTION 1705.3 AND TABLE 1705.3 WITH EXCEPTIONS. THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION: ALL CONCRETE, EXCEPT; SLAB-ON-GRADE, SIDE WALKS, AND PAVEMENT. 9. STRUCTURAL MASONRY: MASONRY CONSTRUCTION SHALL BE INSPECTED AND VERIFIED IN ACCORDANCE WITH TMS 402/602-16. THE MINIMUM SPECIAL INSPECTION PROGRAM FOR MASONRY SHALL COMPLY WITH LEVEL 2 QUALITY ASSURANCE, TABLE 4. 10. STEEL CONSTRUCTION: SPECIAL INSPECTIONS FOR STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE QUALITY ASSURANCE INSPECTION REQUIREMENTS OF AISC 360-16. PROVIDE INSPECTION PER IBC SECTION 1704.2.5 FOR STRUCTURAL LOADING-BEARING MEMBERS AND ASSEMBLIES FABRICATED ON THE PREMISES OF A FABRICATOR’S SHOP. THESE INSPECTIONS SHALL BE AT CONTRACTOR'S EXPENSE IF THE FABRICATOR IS NOT AN APPROVED FABRICATOR PER SECTION 1704.2.5.1. 11. WELDING: WELDING INSPECTION SHALL BE IN COMPLIANCE WITH AWS D1.1. THE BASIS FOR WELDING INSPECTOR QUALIFICATIONS SHALL BE AWS D1.1. PROVIDE SPECIAL INSPECTION IN ACCORDANCE WITH AISC 360-16 TABLE N5.4-1 THROUGH TABLE N5.4-3. 12. STEEL DETAILING: AN INSPECTION OF THE STEEL FRAME SHALL BE PERFORMED TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS, SUCH AS BRACING, STIFFENING, MEMBER LOCATIONS AND PROPER APPLICATION OF JOINT DETAILS AT EACH CONNECTION. 13. HIGH STRENGTH BOLTING: INSTALLATION OF HIGH STRENGTH BOLTS SHALL BE PERIODICALLY INSPECTED IN ACCORDANCE WITH AISC SPECIFICATIONS. HIGH STRENGTH BOLTING. PROVIDE SPECIAL INSPECTION IN ACCORDANCE WITH AISC 360-16 TABLE N5.6-1 THROUGH TABLE N5.6-3. 14. COLD-FORMED STEEL DECK: SPECIAL INSPECTION AND QUALIFICATION OF MATERIAL VERIFICATION, WELDING AND MECHANICAL FASTENERS FOR COLD FORMED STEEL FLOOR AND ROOF DECK SHALL BE IN ACCORDANCE WITH THE STEEL DECK INSTITUTE (SDI) QA/QC STANDARD. 15. GRADING, EXCAVATION AND FILLING: PER SECTION 1705.6 AND TABLE 1705.6. 16. SPRAY-APPLIED FIREPROOFING: PER SECTION 1705.14. 17. MASTIC AND INTUMESCENT FIRE RESISTING COATINGS: PER SECTION 1705.15. 18. EXTERIOR INSULATION AND FINISH SYSTEM (EIFS): PER SECTION 1705.16. 19. FIRE-RESISTANT PENETRATIONS AND JOINTS: PER SECTION 1705.17. 20. SMOKE CONTROL: PER SECTION 1705.18. 21. EXPANSION BOLT, SCREW ANCHOR AND ADHESIVE ANCHORS: INSTALLATION TO VERIFY INSTALLATION IN ACCORDANCE WITH ICC-ES REPORTS NOTED PREVIOUSLY OR APPROVED EQUAL. 22. HEADED CONCRETE SHEAR CONNECTORS: INSPECTED AND TESTED PER AMERICAN WELDING SOCIETY CODE AWS D1.1. STUD PLAN VIEWSECTION CONCRETE ANCHOR ROD EXPANSION ANCHOR ADHESIVE ANCHOR SCREW ANCHOR BOLT LAG SCREW SDS SCREW LLBB SLBB SECTION PLAN FRONT ELEVATION BACK ELEVATION W BEAM CHANNEL ANGLE DOUBLE ANGLE RECTANGULAR HSS PIPE ROUND HSS CMU PARTITION WALL 1. SEE PLAN FOR WALL LOCATIONS. COORDINATE SIZES WITH ARCHITECTURAL WHERE NOT CALLED OUT ON PLAN OR IN SECTION. 2. REINFORCE PER TYPICAL CMU WALL REINFORCING SCHEDULE WHERE REINFORCING IS NOT CALLED OUT ON PLAN. 3. PROVIDE ADDITIONAL REINFORCEMENT AS REQUIRED PER TYPICAL DETAILS. WALL BELOW CMU BEARING/SHEAR WALL 1. SEE PLAN FOR WALL LOCATIONS. COORDINATE SIZES WITH ARCHITECTURAL WHERE NOT CALLED OUT ON PLAN OR IN SECTION. 2. REINFORCE PER TYPICAL CMU WALL REINFORCING SCHEDULE WHERE REINFORCING IS NOT CALLED OUT ON PLAN. 3. PROVIDE ADDITIONAL REINFORCEMENT AS REQUIRED PER TYPICAL DETAILS. ISOLATED COLUMN FOOTING BELOW SLAB-ON-GRADE F5.0(-0'-8") TOP OF FOOTING ELEVATION FOOTING TYPE MARK WF2.0 WALL FOOTING BELOW SLAB-ON-GRADE -1 ' - 4 " -0 ' - 8 " S TOP OF FOOTING ELEVATION AT HIGH SIDE OF STEP FOOTING STEP LOCATION TOP OF FOOTING ELEVATION AT LOW SIDE OF STEP TS2.0 THICKENED SLAB POURED MONOLITHICALLY WITH SLAB-ON-GRADE FOOTING TYPE MARK FOOTING TYPE MARK THICKENED SLAB COLUMN FOOTING POURED MONOLITHICALLY WITH SLAB-ON-GRADE TF5.0 FOOTING TYPE MARK 1 EXISTING GRIDLINE 1 NEW GRIDLINE 1 S100 SECTION NUMBER SHEET NUMBER 1 S100 ELEVATION NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER 1 S100 SECTION DETAIL ELEVATION 8" SLAB/ROOF SLOPES UP SLAB/ROOF SLOPES DOWN SLAB/ROOF STEPS KEYNOTE NUMBER KEYNOTE 1 6 5 4.5 4 3 2 1 HGFEDCBA C 4 C 4 C 4 6 5 4.5 4 3 2 1 HGFEDCBA B 2 D 2 A # LOAD MAP KEY FIRST NUMBER INDICATES LIVE LOAD LOAD MARK FIRST LETTER INDICATES SUPERIMPOSED DEAD LOAD MARK SUPERIMPOSED DEAD LOAD (SDL) DESIGNATIONS MARK TYPE TOTAL SDL (PSF) CEILING / MEP LOAD (PSF) FLOORING / ROOFING (PSF) ALLOWABLE SOLAR (PSF)NOTES A ROOF 20 5 5 10 B FLOOR 20 10 10 - NOTES 1.SUPERIMPOSED DEAD LOAD (SDL) IS IN ADDITION TO STRUCTURE SELF WEIGHT. 2.STRUCTURE IS DESIGNED TO SUPPORT THE TOTAL SDL (PSF). C CEILING 40 35 5 - D MECHANICAL ROOM 70 60 10 - LIVE LOAD DESIGNATIONS MARK USE LIVE LOAD (PSF) 1 CORRIDOR 80 (R) 2 FLOOR 100 3 4 ROOF / SNOW 20 LIVE / 39 SNOW NOTES 1.LIVE LOADS WITH '(R)' MAY BE REDUCED CEILING MECHANICAL SPACE 40 A ## LOAD MAP KEY SECOND NUMBER INDICATES WIND UPLIFT (1.0W) IN POUNDS PER SQUARE FOOT (10FT2 TRIBUTARY AREA) FIRST NUMBER INDICATES LIVE LOAD LOAD MARK FIRST LETTER INDICATES SUPERIMPOSED DEAD LOAD MARK INDICATES ROOF SNOW DRIFT. SEE SCHEDULE FOR MARK SNOW DRIFT SCHEDULE MARK DRIFT LENGTH 'W' (FT) DRIFT LOAD 'P' (PSF) SD1 13'-0"33 SD2 9'-0"49 SD3 9'-0"33 SD4 9'-0"46 SD5 13'-0"67 SD6 12'-10"65 SD7 5'-3"28 SEE LIVE LOAD TABLE 'P ' SE E SC H E D U L E SEE SCHEDULE 'W' WALL OR PARAPET COMPONENTS AND CLADDING DESIGN ULTIMATE WIND PRESSURES (PSF) 4 2p 5 3p NOTES: 1. TABLE PRESSURES ARE FOR THE SQUARE FOOT TRIBUTARY AREA SHOWN. FOR OTHER TRIBUTARY AREAS, LINEARLY INTERPOLATE BETWEEN VALUES SHOWN ABOVE. 2. POSITIVE PRESSURES ACT TOWARD THE SURFACES. NEGATIVE PRESSURES ACT AWAY FROM THE SURFACES. +29.5 -32.0 +25.2 -27.7 WALLS ZONE 10 SF 100 SF 500 SF a = 10.0 FT a a a a WALLS (GENERIC BUILDING SHOWN) 4 5 55 5 4 3p 2p 3p +113.6 -59.8 +79.8 -46.6 +56.2 -37.4 +29.5 -39.4 +25.2 -30.7 +22.2 -24.6 +22.2 -24.6 +88.6 -52.3 +69.6 -43.5 +56.2 -37.4 2p 3p 0.6h 0.6h 0 .6 h 0 .6 h 0.6h = 19.8 FT 6 5 4.5 4 3 2 1 HGFEDCBA A 3 30 A 3 52 A 3 68 A 3 93 A 3 30 A 3 93 A 3 68 A 3 68 A 3 93 T Y P 1 9 '-1 0 " T Y P 1 9 '-1 0 " T Y P 6 '-8 " TYP @ CORNERS 19'-10" SD1 SD1 SD1 SD1 S D 1 S D 1 S D 1 S D 2 S D 2 S D 3 SD2 SD3 SD2 SD2 S D 4 S D 4 SD5 SD5 SD5 SD5 SD6 SD6 SD6 SD6 6 5 4.5 4 3 FEDC A 3 52 A 3 52 A 3 68 A 3 68 A 3 93 A 3 93 6 '-8 " 6'-8" 1 9 '-1 0 "SD7SD7 SUPERIMPOSED DEAD LOAD (SDL) DESIGNATIONS MARK TYPE TOTAL SDL (PSF) CEILING / MEP LOAD (PSF) FLOORING / ROOFING (PSF) ALLOWABLE SOLAR (PSF)NOTES A ROOF 20 5 5 10 B FLOOR 20 10 10 - NOTES 1.SUPERIMPOSED DEAD LOAD (SDL) IS IN ADDITION TO STRUCTURE SELF WEIGHT. 2.STRUCTURE IS DESIGNED TO SUPPORT THE TOTAL SDL (PSF). C CEILING 40 35 5 - D MECHANICAL ROOM 70 60 10 - LIVE LOAD DESIGNATIONS MARK USE LIVE LOAD (PSF) 1 CORRIDOR 80 (R) 2 FLOOR 100 3 4 ROOF / SNOW 20 LIVE / 39 SNOW NOTES 1.LIVE LOADS WITH '(R)' MAY BE REDUCED CEILING MECHANICAL SPACE 40 B C D E F G H 2 3 4 5 6 1 A 4.5 6 5 4.5 4 3 2 1 HGFEDCBA 23'-3 5/8"20'-0"20'-0"19'-4"26'-0"26'-0"19'-4" 1 7 '-1 1 5 /8 " 1 4 '-8 " 1 6 '-0 " 8 '-8 " 1 3 '-4 " 2 7 '-4 " WF3.0 WF 3 . 0 WF 2 . 0 WF 5 . 0 WF 2 . 0 WF 3 . 0 WF 3 . 0 WF3.0 WF 3 . 0 WF 3 . 0 WF3.0 WF 3 . 0 WF3.0 WF5.0 WF 3 . 0 WF 3 . 0 WF 3 . 0 WF 3 . 0 8" MASONRY WALL TYP, UON WF3.0 31 S7.1 21 S7.2 41 S7.1 42 S7.1 H SS 4 X4X1/2 H SS4X4X1/2 H SS 4 X4X1/2 WF 2 . 0 WF 2 . 0 23 S7.1 T YP WF 3 . 0 S-1'-0" -2'-8" S -2 ' - 8 " -1 ' - 0 " S -1 ' - 0 " -2 ' - 8 " S-1'-0" -2'-8" S -2 ' - 8 " -1 ' - 0 " S -2 ' - 8 " -1 ' - 0 " S -2 ' - 8 " -1 ' - 0 " 4"4" 4 "4 " TS2.0 2 3 / 4 " 2 3/4" 2 3 / 4 " 3" 3" 3 "3" 3" 3 " 3" 3" 3" 3" 3" 3" 3" 3" S-2'-8" -1'-0"S -2'-8" -1'-0" S -2 ' - 4 " -3 ' - 8 " S -1'-0" -2'-8" TS2.0 TS2.0 TS 2 . 0 TS 2 . 0 TS 2 . 0 S -2 ' - 8 " -1 ' - 0 " TS 2 . 0 TS 2 . 0 TS 2 . 0 TS 2 . 0 TS 2 . 0 TS2.0 TS2.0 TS 2 . 0 12" TS2.0 S -1 ' - 0 " -2 ' - 8 " S-1'-0" -2'-8"S -2 '-8"-1 '-0"S -2 '-8"-1 '-0"S -2 '-8"-1 '-0" S -3 ' - 0 " -1 ' - 0 " S -4 ' - 0 " -3 ' - 0 " S -1 ' - 0 " -3 ' - 0 " S -3 ' - 0 " -1 ' - 0 " S -1 ' - 0 " -3 ' - 0 " S -3'-0" -4'-0" T/SLAB = 99'-0" T/SLAB = 94'-9 1/2" 45 S7.1 T YP 46 S7.1 TY P T/ SLAB EL = 101'-0" T/ SLAB EL = 99'-9 1/4" 43 S7.1 23 S7.1SIM 23 S7.1 23 S7.1SIM S -2 ' - 8 " -4 ' - 2 " S -4 ' - 2 " -6 ' - 0 " S -6'-0" -4'-10" S -4'-10" -3'-8" S -1 ' - 0 " -2 ' - 4 " S -3 ' - 8 " -4 ' - 8 " S -4 ' - 8 " -6 ' - 8 " S -6 ' - 8 " -8 ' - 8 " S -8 ' - 8 " -1 0 ' - 8 " S -8 ' - 8 " -1 0 ' - 8 " S -6 ' - 8 " -8 ' - 8 " S -4 ' - 8 " -6 ' - 8 " S -2 ' - 8 " -4 ' - 8 " 2 3 / 4 " 2 3/4" SEISMIC GAP 6 1/2" MIN SEISMIC GAP 6 1/2" MIN S E I S M I C G A P 6 1 /2 " M I N S E I S M I C G A P 6 1 /2 " M I N SEISMIC GAP 6 1/2" MIN S -1'-0" -2'-8"S-1'-0" -2'-8" S -2'-0" -1'-0" S -1 ' - 0 " -2 ' - 0 " S -2 ' - 0 " -1 ' - 0 " 21 S7.1 T YP 31 S7.1 SLOPE TO DRAIN REF ARCH T/ SLAB @ PERIM EL = 99'-8" SLOPE TO DRAIN REF ARCH T/ SLAB @ PERIM EL = 100'-0" 32 S7.1TYP S E I S M I C G A P 4 " M I N S -2 ' - 8 " -1 ' - 0 " WF2.0 WF2.0HSS4X4X3/8 H SS 4 X4X3/8 23 S7.2 WF 2 . 0 13 S7.2 11 S7.1 WF5.0 2'-6" 23 S7.2 SI M WF 2 . 0 WF2.0 MC-2 MC-2 2'-0" WF 3 . 0 WF 3 . 0 WF3.0WF3.0 WF3.0 WF 3 . 0 WF 3 . 0 WF 3 . 0 WF3.0 WF3.0 FOOTING STEPS SHOWN ARE ASSUMED. FIELD VERIFY. STEPS ARE TO MATCH EXISTING WALL FOOTING STEPS. TYPICAL EACH SIDE OF CORRIDOR. NOTIFY ENGINEER IF STEPS VARY PRIOR TO CONSTRUCTION. 36 S7.1 WF2.0 WF2.0WF2.0 WF2.0WF 3 . 0 WF 3 . 0 WF 3 . 0 WF 3 . 0 WF 3 . 0 WF 3 . 0 MC-1 MC-1 F4.0 F4.0 F5.0 F5.0 MC-2 MC-2 MC - 1 MC - 1 MC - 1 MC - 1 M C - 1 MC - 1 WF 2 . 0 WF 2 . 0 WF 2 . 0 WF2.0WF2.0WF 2 . 0 S -3 ' - 0 " -4 ' - 0 " WF3.0 WF3.0 WF3.0 WF 3 . 0 WF2.0 WF2.0 @ WALL CLUSTER, UON WF2.0 @ WALL CLUSTER, UON WF3.0 WF 3 . 0 WF3.0 WF2.0WF3.0WF3.0 WF 3 . 0 WF3.0 WF3.0 NO CONTROL JOINTS IN CMU PROVIDE HOOK BARS @ EACH HORIZONTAL BEAM INTO PERPENDICULAR WALL F4.0 F4.0 F4.0 F4.0 F4.0 F4.0 WF 2 . 0 WF 2 . 0 WF3.0 WF3.0 WF 3 . 0 FILL VOID BETWEEN EXISTING WALL AND NEW WALL WITH CONTROLLED DENSITY FILL (200 PSI MIN) TO B/NEW SLAB EL, TYP VERIFY WF 3 . 0 WF 3 . 0 WF 3 . 0 WF3.0 TF3.0 TF3.0 TF3.0 STEPPED WALLS ARE NOT DESIGNED FOR FULL HEIGHT RETAINAGE. BACKFILL EVENLY ON EACH SIDE OF WALL AND COMPACT FILL IN ACCORDANCE WITH GEOTECHNICAL REPORT. FOUNDATION PLAN NOTES: 1. ELEVATIONS ARE BASED ON A REFERENCE FLOOR ELEVATION OF 100'-0", UON. TOP OF SLAB ON GRADE IS AT THE REFERENCE ELEVATION UNLESS OTHERWISE NOTED. 2. SLAB ON GRADE IS 5" THICK (6" AT SALLYPORT) AND REINFORCED WITH #4 @ 12" OC EACH WAY UON. SLAB ON GRADE SHALL BE PLACED OVER A VAPOR BARRIER AND SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. SEE TYPICAL SLAB ON GRADE DETAILS FOR MORE INFORMATION. 3. HOUSEKEEPING PADS FOR MEP EQUIPMENT SHALL BE SLAB ON GRADE 8" THICK AND REINFORCED WITH #4 @ 18" OC EACH WAY TOP AND BOTTOM. 4. T/INTERIOR FOOTING ELEVATION = 99'-0" TYP, UON. 5. T/EXTERIOR FOOTING ELEVATION = 97'-4" TYP, UON. 6. ( ) INDICATES TOP OF FOOTING ELEVATION AT NON-TYPICAL LOCATIONS. 7. 'WF#.#' INDICATES WALL OR CONTINUOUS FOOTING MARK. SEE SCHEDULE FOR SIZE AND REINFORCEMENT. 8. 'F#.#' INDICATES COLUMN OR ISOLATED SPREAD FOORING MARK. SEE SCHEDULE FOR SIZE AND REINFORCEMENT. 9. 'TS#.#' & 'TF#.#' INDICATED THICKENED SLAB AREAS TO BE POURED MONOLITHICALLY WITH SLAB ON GRADE. SEE SCHEDULE FOR SIZE AND REINFORCEMENT. 10. FOR ELEVATIONS, WALL SECTIONS, AND DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS. 11. COORDINATE LOCATION OF ALL EMBEDS WITH MECHANICAL, ELECTRICAL, PLUMBING, AND EXTERIOR WALL SYSTEMS PRIOR TO CASTING THE SLAB ON GRADE. 12. FOR SIDEWALKS, PAVING, AND SITE DETAILS AT THE BUILDING EXTERIOR, SEE ARCHITECTURAL AND CIVIL DRAWINGS. 6 5 4.5 4 3 2 1 HGFEDCBA S1-1 13 S7.1 13 S7.1 13 S7.1 SI M 13 S7.1SIM 13 S7.1 13 S7.1SIM36 S7.236 S7.2 13 S7.1SIM13 S7.1 SI M 13 S7.1 SI M 13 S7.1 SI M 16 S7.1 TYP 25 S7.1 25 S7.1 25 S7.1 25 S7.1 16 S7.1 16 S7.1 W8 X 2 4 (B O S = 1 0 8 ' - 8 " ) W8X24 (BOS = 108'-8") W8X24 (BOS = 108'-8") W8 X 2 4 (B O S = 1 0 8 ' - 8 " ) REF FOR SLABS2.2A REF FOR SLABS2.2A HS S 4 X 4 X 1 / 4 (T O S = 1 0 7 ' - 8 " ) HSS4X4X1/4 (TOS = 107'-8") 32 S4.1 TY P 33 S7.2 B8x32 B8 x 2 8 36 S7.2 B8x28 B8 x 2 8 B8x28 DEVELOP BEAM TOP BARS INTO SLAB, TYP DEVELOP BEAM TOP BARS INTO SLAB, TYP 36 S7.2 16 S7.2SIM 16 S7.2 SI M L4 L 4 56 S7.2 MASONRY JAMB REINF IS CONT THROUGH CONCRETE BEAMS, TYP 26 S7.2 35 S4.1 T Y P CEILING FRAMING PLAN NOTES: 1. B/SLAB ELEVATION AT CEILING LEVEL = 109'-0", TYP, UON. 2. 'S#' INDICATES STRUCTURAL SLAB MARK, SEE SCHEDULE FOR THICKNESS AND REINFORCEMENT. 3. FOR ELEVATIONS, WALL SECTIONS, AND DIMENSIONS NOT SHOWN, SEE ARCHITECTUAL DRAWINGS. 4 3 2 1 HGFED AD D # 5 @ 1 2 " T O P AN D B O T T O M 8" NW CONC SLAB W/ #5 @ 12" EW T&B OF IF (3) #5 T&B (3) #5 T&B (3) #5 T&B ADD #5X5'-0" @ 12" TOP ADD #5X5'-0" @ 12" TOP 8" NW CONC SLAB W/ #5 @ 12" EW T&B (3) #5 T&B (2 ) # 5 T & B (3) #5 T&B AD D # 5 @ 1 2 " T O P AN D B O T T O M (2 ) # 5 T & B (3) #5 T&B (3) #5 T&B ADD #5X5'-0" @ 12" TOP ADD #5X5'-0" @ 12" TOP (3) #5 T&B OF IF 9"3'-0"4'-11"3'-0" 3'-7" 3'-0" 1'-1" 3'-0"6'-2" 9 " 3 '-0 " 7 '-0 " 3 '-0 " 1 1 " 7 " 3 '-0 " 2 '-8 " 3 '-0 " 2 '-7 " 3 '-0 " 1 '-2 " 1'-2"10'-1" 1 '-2 " 6 '-2 " 10"6'-4"10" 6'-3" 1 0 '-9 " 1 0 " 4 '-7 " 1 0 " 3 '-8 " 1 0 " 10" 5'-8" 10" 4'-11" 8'-0"1'-2" 1 '-2 " 5 '-1 0 " 2'-0 1/2" 11 1/2"9'-5"3'-0" 3 '-0 " 2 '-9 3 /4 " 3 '-0 " 4 '-1 " 3 '-0 " 1 '-0 " 1'-2" 3'-3" 3'-0" 1'-1" 1'-8" 10" 6'-4 1/2"10" 2" 3'-0" 8 '-0 " 1 '-2 " 5 3/8" 3'-0" 3'-7" 3'-0"4'-11"3'-0"1'-4 5/8" 9 " 3 '-0 " 7 '-0 " 3 '-0 " 1 1 " 7 " 3 '-0 " 2 '-8 " 3 '-0 " 2 '-7 " 3 '-0 " 1 '-2 " 9'-5 3/8"1'-2" 1 '-2 " 6 '-2 " 5'-6 3/8"3'-0" 5'-7 3/8"10" 6'-4" 10"1 0 " 1 0 '-9 " 4'-3 3/8" 10" 5'-8" 10" 4 '-7 " 1 0 " 3 '-8 " 1 0 " 1 '-2 " 5 '-1 0 " 1'-2"8'-7 5/8" 1 '-2 " 8 '-0 " 3'-0" 9 5/8" 3'-0"9'-5"1'-7 1/8" 1'-4 7/8" 10"6'-4 1/2" 10" 2'-3 5/8" 5 3/8" 3'-0" 3'-3" 1'-2" 1 '-0 " 3 '-0 " 4 '-1 " 3 '-0 " 2 '-9 3 /4 " 3 '-0 " 6 5 4.5 4 3 2 1 HGFEDCBA S2-9 S3 -1 T/ROOF SLAB EL = 112'-4" T/ROOF SLAB EL = 113'-9 3/8" W1 6 X 2 6 W12X19 W1 0 X 1 5 W1 6 X 2 6 W1 0 X 1 5 W1 0 X 1 5 W8X15 W8X15 W1 0 X 1 5 S2-9 S2-9 W12X19 W16X31 [26]W16X31 S2-1 S2-2 S2-3 W1 6 X 3 1 FD FD FD FD FD FD W1 6 X 3 1 W1 6 X 3 1 W1 6 X 3 1 FD FD EF 6 RTU 3 CU 1 100 LBS MAX 3300 LBS MAX 300 LBS MAX EF 1 100 LBS MAX RTU 2 5200 LBS MAX EF 5 EF 4 S2-3 RTU 15200 LBS MAX 3 '-3 " #5x10'-6" @ 12" (T&B) S2-6 S2-7 B1 8 x 3 0 B1 8 x 3 0 S3-2 #5 X 3 1 ' - 0 " @1 2 " T O P #5 X 1 7 ' - 0 " @1 2 " T O P S3-1 5 '-0 " S3 -1 4 '-0 " S2-7 #5x10'-6" @ 12" BOT #5x14'-6" @ 9" TOP S2-9 S2-9 S2-9 S2-11 S2-11 S2-9 S2-9 S2-10 51 S7.2 W16X26 W12X19 HSS6X4X3/8 HSS6X4X3/8 (TOS = 114'-8") HSS6X4X3/8 HSS6X4X3/8 HSS6X4X3/8 HSS6X4X3/8 HSS6X4X3/8 (TOS = 114'-8") HSS6X4X3/8 HSS6X4X3/8 HSS6X4X3/8 T/ROOF SLAB EL = 114'-4 3/16" 53 S7.2 55 S7.2 100 LBS MAX 100 LBS MAX 100 LBS MAX EF 2 13 S7.1 13 S7.1 15 S7.1 TYP TYP OF (5) 13 S7.1 13 S7.1 13 S7.1 13 S7.1 13 S7.1@ F LO O R 13 S7.1 @ F LO O R 13 S7.1 13 S7.1@ F LO O R 13 S7.1@ F LO O R 13 S7.1@ F LO O R 16 S7.1 13 S7.1 SI M 13 S7.1 SI M 13 S7.1 SI M 13 S7.1 SI M 13 S7.1 SI M TY P 24 S7.1@ R OOF 24 S7.1@ RO OF 24 S7.1@ R OOF 24 S7.1@ R OOF HSS7X5X3/8 (TOS = 121'-3") GALV, TYP (5) LOC GALV, TYP (5) LOC HSS7X5X3/8 (TOS = 121'-3") 41 S7.2 41 S7.2 S2-9 13 S7.1 24 S7.1 @ R OOF T/ R O O F S L A B EL = 1 0 8 ' - 3 " T/ R O O F S L A B EL = 1 0 8 ' - 4 5 / 1 6 " S E I S M I C G A P 4 " M I N S E I S M I C G A P 1 '-1 ' M I N SEISMIC GAP 6 1/2" MIN SEISMIC GAP 6 1/2" MIN S E I S M I C G A P 6 1 /2 " M I N S E I S M I C G A P 6 1 /2 " M I N SEISMIC GAP 6 1/2" MIN 14 S7.1 14 S7.1HSS5X5X1/2 (4) L O CS H SS 5 X5X1/2 (4) L O CS H SS 5 X0.2 50 (GALV, 2 LOC)H SS 5 X0.2 50 (G AL V, 2 LOC) S2-4 S2-5 S2-8 S2-9 S2-9 S2-10 B2 4 X 8 #5 @ 1 2 " BO T T O M #5 @ 1 2 " T O P A N D BO T T O M #5 @ 1 2 " TO P #5 X 1 4 ' - 0 @ 1 2 " TO P #5 X 1 4 ' - 0 @ 1 2 " TO P C E N T E R OV E R W A L L 6 '-8 " #5 X 1 4 ' - 0 @ 9 " TO P C E N T E R OV E R W A L L #5 X 1 4 ' - 0 @ 9 " TO P C E N T E R OV E R W A L L 5X 4 6 ' - 0 " @ 12 " T O P 52 S7.2 TYP OF (5) 52 S7.2 @ F LO O R TYP 14 S7.2 24 S7.24'-0 " 4 '-0 " 4 '-0 " 4 '-0 " 4 '-0 " 3 '-4 " 4 '-0 " 4 '-0 " 4 '-0 " 4 '-0 " 16 S7.2 15 S7.2 34 S7.2 25 S7.2 TYP9'-5" 7" 4'-0"9" 4 '-0 " 6 1 /2 " 1 '-5 1 /2 " 10"4'-0"8" 2'-4"8" 4'-0" 8" 4" 4'- 0 " 4" 1'- 8 " 8 '-0 " 1 " 3" TYP 3" TYP NOTE: GALVANIZE ALL EXTERIOR STEEL 34 S5.1ADD (3) #5X16'-0 @ 9" TOP 8'-4" CU 2 300 LBS MAX 36 S7.2 4 '-9 " T YP 35 S7.1 56 S7.2 B8x28A 26 S7.2 S5.1 46 B1 8 x 3 0 CONCRETE SLAB PLAN NOTES: 1. ELEVATIONS ARE BASED ON A REFERENCE FLOOR ELEVATION OF 100'-0", UNO. 2. T/SLAB ELEVATION AT ROOF LEVEL VARIES, SEE PLAN. 3. T/SLAB AT FLOOR LEVEL = 121'-4", TYP, UON. 4. 'S#' INDICATES STRUCTURAL SLAB MARK, SEE SCHEDULE FOR THICKNESS AND REINFORCEMENT. 5. FOR ELEVATIONS, WALL SECTIONS, AND DIMENSIONS NOT SHOWN, SEE ARCHITECTUAL DRAWINGS. 6. ALL STRUCTURAL STEEL BEAMS SHALL RECEIVE (1) WELDED HEADED STUD PER FOOT - SEE /26 S7.1 6 5 4.5 4 3 2 1 HGFEDC S4-1 B/ M E T A L D E C K EL = 1 3 5 ' - 6 1 / 4 " B/ M E T A L D E C K EL = 1 3 5 ' - 4 9 / 1 6 " S4-2 S4-1 S4-1 S4-1 5 '-0 " #4 X 1 0 ' - 0 " @ 1 2 " T O P #5 @ 12" TOP 2'-0" #5 @ 12" BOT #5X17'-0" @12" BOT HS S 1 0 X 5 X 3 / 8 HS S 5 X 5 X 3 / 8 (T O S = 1 1 5 ' - 7 " ) HS S 5 X 5 X 3 / 8 (T O S = 1 1 5 ' - 7 " ) HS S 1 0 X 5 X 3 / 8 HSS5X5X3/8 (TOS = 115'-7") HSS5X5X3/8 (TOS = 115'-7") HSS10X5X3/8 HSS10X5X3/8 DECK SPAN DECK SPAN HSS5X5X3/8 (TOS = 115'-7") HS S 1 0 X 5 X 3 / 8 HS S 1 0 X 5 X 3 / 8 HSS5X5X3/8 (TOS = 115'-7") HSS10X5X3/8 HSS10X5X3/8 HS S 5 X 5 X 3 / 8 (T O S = 1 1 5 ' - 7 " ) HS S 5 X 5 X 3 / 8 (T O S = 1 1 5 ' - 7 " ) W8 X 2 4 (T O S = 1 3 2 ' - 8 " ) 13 S7.1 15 S7.1TYP 12 S7.1 T/ROOF SLAB EL = 132'-8" T/ROOF SLAB EL = 131'-9" DECK SPAN 53 S7.2 55 S7.2 B/ M E T A L D E C K EL = 1 2 0 ' - 2 1 / 4 " B/ M E T A L D E C K EL = 1 2 0 ' - 0 1 3 / 1 6 " B/ M E T A L D E C K EL = 1 2 0 ' - 2 1 / 4 " B/ M E T A L D E C K EL = 1 2 0 ' - 0 1 3 / 1 6 "TY P TY P S E I S M I C G A P 1 '-1 " M I N 24 S7.1@ L OW R OOF HSS5X5X3/8 (TOS = 118'-10") HSS5X5X3/8 (TOS = 118'-10") HS S 5 X 5 X 3 / 8 (T O S = 1 1 8 ' - 1 0 " ) HS S 5 X 5 X 3 / 8 (T O S = 1 1 8 ' - 1 0 " ) HS S 5 X 5 X 3 / 8 (T O S = 1 1 8 ' - 1 0 " ) HS S 5 X 5 X 3 / 8 (T O S = 1 1 8 ' - 1 0 " ) HSS5X5X3/8 (TOS = 118'-10") HSS5X5X3/8 (TOS = 118'-10") HIGH ROOF FRAMING PLAN NOTES: 1. ELEVATIONS ARE BASED ON A REFERENCE FLOOR ELEVATION OF 100'-0", UNO. 2. BEAMS SLOPE UNIFORMLY BETWEEN TOP OF STEEL ELEVATIONS SHOWN ON PLAN. WHERE BEAMS INTERSECT OTHER BEAMS OR COLUMNS, MATCH TOP OF STEEL ELEVATION UNO. 3. METAL ROOF DECK AT LIGHT MONITORS AND ELEVATOR SHAFT IS 1 1/2" 18 GA TYPE B METAL DECK TYP, UNO. SEE TYPICAL DETAILS FOR MORE INFORMATION. 4. T/SLAB ELEVATION AT ROOF LEVEL VARIES, SEE PLAN. 5. 'S#' INDICATES STRUCTURAL SLAB MARK, SEE SCHEDULE FOR THICKNESS AND REINFORCEMENT. 6. FOR ELEVATIONS, WALL SECTIONS, AND DIMENSIONS NOT SHOWN, SEE ARCHITECTUAL DRAWINGS. 12" MIN NOTES: 1. SCHEDULE APPLIES TO UNCOATED GRADE 60 BARS IN NORMAL WEIGHT CONCRETE. FOR STRENGTHS NOT SHOWN, USE NEXT LOWEST STRENGTH SHOWN. 2. FOR LIGHTWEIGHT CONCRETE, MULTIPLY LENGTH IN SCHEDULE BY 1.3. 3. ALL SPLICES SHALL BE CLASS B SPLICES UNLESS OTHERWISE NOTED. 4. TOP BARS (INDICATED WITH "T" IN SCHEDULE) ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONRETE CAST BELOW THE BARS. 5. BOTTOM BARS (INDICATED WITH "B" IN SCHEDULE) ARE HORIZONTAL BARS WITH LESS THAN 12" OF CONCRETE CAST BELOW THE BARS. ALL VERTICAL BARS ARE CONSIDERED BOTTOM BARS UNLESS OTHERWISE NOTED. 6. ANY PORTION OF A STRAIGHT BAR EMBEDMENT LENGTH NOT WITHIN THE CONFINED CORE SHALL BE INCREASED BY A FACTOR OF 1.6. 7. ALL HORIZONTAL SPLICES SHALL BE STAGGERED AS SHOWN. IF MORE THAN 50% OF VERTICAL REINFORCING IS LAP SPLICED WITHIN THE REQUIRED LAP SPLICE LENGTH, THE LAP SPLICE LENGTH SHALL BE INCREASED BY 33%. Lsd Ls 6 " M A X 1 1 /2 " M I N Ls d Ls d . 1 1/2" OR WIRED IN CONTACT 1:12 MAX, TYP TOP REINF BOT REINF d CONCRETE SPLICE OR DEVELOPMENT LENGTH (INCHES) NORMAL WEIGHT CONCRETE f'c (psi) "CLASS B" TENSION LAP SPLICE "Ls" SCHEDULE 0.375" 0.500"0.625"0.750"0.875"1.00"1.128"1.270"1.410" #3 #4 #5 #6 #7 #8 #9 #10 #11 T B T B T B T B T B T B T B T B T B 3000 28 22 38 29 47 36 56 43 81 63 93 72 105 81 116 90 128 98 4000 25 19 33 25 41 31 49 37 71 54 81 62 91 70 101 78 111 85 5000 22 17 29 23 36 28 44 34 63 49 72 56 81 63 90 69 99 76 6000 20 16 27 21 33 26 40 31 58 45 66 51 74 57 82 63 90 70 DEVELOPMENT LENGTH "Ld" SCHEDULE 3000 22 17 29 22 36 28 43 33 63 48 72 55 81 62 90 69 98 76 4000 19 15 25 19 31 24 37 29 54 42 62 48 70 54 78 60 85 66 5000 17 13 23 17 28 22 34 26 49 38 56 43 63 48 69 54 76 59 6000 16 12 21 16 26 20 31 24 45 34 51 39 57 44 63 49 70 54 0 3 " 4 5 ° PERIMETER SLAB REINF WHERE OCCURS SLAB EDGE REINF SEE PLAN, EXTEND 4'-0" BEYOND EDGE OF OPENING (HOOK AT SLAB EDGE WHERE OCCURS) (2)#5 X 5'-0" AT MID-DEPTH CENTERED AT CORNER PLAN VIEW ROUGHEN SURFACE AND APPLY BONDING AGENT SLAB ON GRADE SEE PLAN EQUIPMENT/LANDING PAD #4 @ 12" OC EA WAY DOWELS TO MATCH PAD REINF SIZE & SPCG, DRILL & EPOXY, EMBED 2 1/2"3/4" CHAMFER ON ALL EXPOSED CORNERS NOTE:VERIFY HEIGHT, PLAN DIMENSIONS, AND EXACT LOCATION WITH MECHANICAL AND ELECTRICAL. 2 1 B SLAB STEP > 8" C SLAB STEP > 1'-6" A SLAB STEP < 8" 2 1 1 0 " 4" 1'-4" 8" CONCRETE WALL, MINIMUM REINFORCING PER SCHEDULE 1 125/128" CLR SLAB ON GRADE SEE PLAN FOR SIZE AND REINFORCING THICKENED SLAB ALONG SLAB STEP. MATCH SLAB ON GRADE REINFORCING DOWELS W/ STANDARD HOOK TO MATCH WALL REINFORCING AND SPACING 8 " TOSL SEE PLAN SLAB ON GRADE SEE PLAN FOR SIZE AND REINFORCING (2) BARS CONT, MATCH SLAB ON GRADE REINFORCING 3 " C L R 'D' 'D ' 'D ' M A X TYP LAP SPLICE SLAB ON GRADE SEE PLAN #4 @ 12" OC MIN 8"4 " SLAB ON GRADE REINFORCING W/ STD HOOK DOWELS TO MATCH SLAB REINFORCING AND SPACING (2) BARS CONT, MATCH SLAB ON GRADE REINFORCING LAP SPLICE TOSL SEE PLAN TOSL SEE PLAN TOSL SEE PLAN 1 '-6 " M A X NOTES: 1. #4 @ 12" OC EACH WAY MINIMUM IN ALL DETAILS, UON. COMPACTED BASE IN ACCORDANCE W/ SOILS REPORT SUBGRADE PREPARED IN ACCORDANCE W/ SOILS REPORT VAPOR BARRIER CONCRETE SLAB ON GRADE, SEE PLAN FOR REINFORCING 'D '/2 S E E P L A N 'D ' 'D ' 'D '/4 1/8" SAWCUT, PROVIDE JOINT FILLER AND SEALANT AT EXPOSED FLOOR A CONTRACTION JOINT B CONSTRUCTION JOINT 1/2"ØX1-2" SMOOTH A36 ROD @ 1'-0" OC. GREASE END OF ROD TO BE ENCASED BY SECOND POUR 1/8" SAWCUT AFTER ADJACENT SLAB IS PLACED. PROVIDE JOINT FILLER AND SEALANT KEYED CONSTRUCTION JOINT C ISOLATION JOINT EXPANSION JOINT FILLER FACE OF WALL OR COLUMN D SLOPED JOINT 'D '/4 'D '/4 'D ' 'D ' 1/8" SAWCUT AFTER ADJACENT SLAB IS PLACED. PROVIDE JOINT FILLER AND SEALANT CONSTRUCTION JOINT SEE ARCH FOR SLOPE DOUBLE LAYER REINFORCINGSINGLE LAYER REINFORCING DOWEL TO MATCH SIZE AND SPACING OF VERT WALL REINFORCING BOTTOM OF FOUNDATION L s 3" CLR, TYP O R H O O K L d L s O R H O O K L d 3" CLR, TYP 0" TYP 0" TYP 1 2 MIN SECTION A-A PIPE SLEEVES AND COMPRESSIBLE FILLER AS REQD TO ACCOMMODATE 1" SETTLEMENT UNLESS NOTED OTHERWISE IN GEOTECH REPORT LOCATE PIPE TRENCH SO AS TO NOT UNDERMINE FOOTING EXCAVATION NOT ALLOWED BELOW THIS LINE 3 '-0 " M A X 2'-0" MIN 6 "4 " M I N D E T A I L S FT G T H I C K N E S S PE R P L A N S A N D 3 1 /2 " M I N C L R D O N O T P A S S P I P E S T H R O U G H T H I S A R E A 1'-6" MIN A-A FTG PER PLAN CORNER BAR TO MATCH FTG LONG BAR SIZE & QTY, TYP LONG BAR PER FTG SCHED PROVIDE SIMILAR CORNER BARS @ FTG INTERSECTIONS, TYP Ls Ls FO O T I N G WA L L 1-1/2" DEEP FORMED KEY t/2 t WATERSTOP & REINF NOT SHOWN FOR CLARITY WALL CORNER WALL INTERSECTION WALL ENDS & TOP OF WALL NOTE:SMALL WALL SECTION DETAILS APPLY BOTH IN HORIZ AND AVERT DIRECTIONS SMALL WALL SECTIONS SINGLE LAYER ANGLED WALL CORNER (2) #5 MIN CORNER BARS AT CONTR OPTION HORIZ BARS WITH STD 90° HOOKS OR CORNER BARS TO MATCH HORIZ WALL REINF AT CONTRACTOR'S OPTION (2) #5 MIN HORIZ OR VERT WALL BARS HOOKS MAY BE SKEWED TO MAINTAIN COVER TYP WALL REINF#3 @ 6" (2)-#5 MIN EACH END CORNER BAR TO MATCH TYP REINF SIZE & SPACING U-BAR TO MATCH SIZE AND SPACING OF WALL BARS UP TO 2'-0"2'-0" TO 4'-0" (2) #5 MINALTERNATE HOOK DIRECTION TYP WALL REINF Ls Ls WALL CORNER WALL INTERSECTION WALL ENDS & TOP OF WALL NOTE:SMALL WALL SECTION DETAILS APPLY BOTH IN HORIZ AND VERT DIRECTIONS SMALL WALL SECTIONS DOUBLE LAYER ANGLED WALL CORNER CORNER BARS AT CONTR OPTION HORIZ BARS WITH STD 90° HOOKS OR CORNER BARS TO MATCH HORIZ WALL REINF AT CONTRACTOR'S OPTION TYP WALL REINF #3 @ 6" CORNER BAR TO MATCH TYP REINF SIZE & SPACING UP TO 2'-0"2'-0" TO 4'-0" TYP WALL REINF Ls Ls Ls OR PROVIDE CLOSED HOOP Ls Ls Ls Ls Ls TYP WALL REINF NOTES: 1. VERIFY PLAN DIMENSIONS AND EXACT LOCATION WITH MECHANICAL AND ELECTRICAL. 2. PAD SHALL EXTEND 6" BEYOND EDGE OF EQUIPMENT ALL SIDES TYP (2) #5 CONT 6" CONCRETE SLAB W/ #4 @ 12" OC EACH WAY OVER 4" COMPACTED GRANULAR FILL 1'-0" MIN SIDEWALK / GRADE, SEE ARCH & CIVIL 3 " 2 '-8 " M I N 1 2 LONG BAR PER FTG SCHED, TYP FACE OF STEPS SHALL BE CAST AGAINST UNDISTURBED EARTH. IF EXCAVATION RAVELS, BACKFILL WITH CONCRETE WHEN FOOTING IS CAST. 2'-0" MIN 1.5H T, MIN 'T ' 2 '-0 " M A X 'H ' TRANS BAR PER FTG SCHED, TYP Z BAR TO MATCH LONG BAR SIZE & QTY, TYP LAP Z BARS PER DEVELOPMENT LENGTH SCHED NOTE: PROVIDE SAME AT TOP REINFORCING WHERE FOOTING TOP REINFORCING OCCURS. NOTE:SEE ARCHITECTURAL FOR STAIR DIMENSIONS #4 NOSING BAR, TYP #4 @ 12" OC #4 @ 12" OC, EA WAY 4 " M I N (2)-#4 CONT1'-0" MIN 1 '-4 " M I N LsLs STEM WALL AT EXTERIOR LOCATIONS, SEE PLAN. PROVIDE DOWELS FROM TOP OF STEM WALL INTO STAIR SIMILAR TO THOSE SHOWN AT UPPER SLAB 8" 10" 12"#5 @ 12" OC #5 @ 12" OC #5 @ 12" OC WALL THICKNESS HORIZONTAL BARS 6"#4 @ 12" OC #5 @ 12" OC #5 @ 12" OC #5 @ 12" OC VERTICAL BARS #4 @ 12" OC EACH FACE CENTERLINE CENTERLINE CENTERLINE LOCATION MINIMUM CONCRETE WALL REINFORCEMENT NOTES: 1. CONCRETE WALLS SHALL HAVE THE MINIMUM REINFORCING SHOWN IN THE TABLE, UON. 2. LAP WALL REINFORCING Ls AT SPLICES. 3. ALL VERTICAL REINFORCING IN CONCRETE WALLS SHALL BE CONTINUOUS FROM STRUCTURAL FLOOR TO STRUCTURAL FLOOR, OR FROM FOUNDATION TO FIRST STRUCTURAL FLOOR ABOVE, UON. 4. START HORIZONTAL AND VERTICAL BARS TWO INCHES CLEAR OF EDGE OF OPENINGS. 5. SPACE REINFORCING BARS AT EQUAL SPACES NOT TO EXCEED REQUIRED SPACING. 6. STAGGER LAP SPLICE OF HORIZ REINF. 7. STAGGER LAP SPLICES OF VERT REINF WHERE TWO CURTAINS ARE USED. WALL HORIZ REINF PER PLAN OR SCHEDULE AS APPLICABLE WA L L ADD (1) VERT BAR EACH SIDE OF JOINT TO MATCH REINFORCEMENT MAT 3/4" DEEP FORMED NOTCH NS & FS C L NOTES: 1. WHERE CONSTRUCTION AND CONTROL JOINT LOCATIONS ARE NOT SHOWN ON THE DRAWINGS, SUBMIT PROPOSED WALL JOINT LOCATIONS FOR APPROVAL PRIOR TO DETAILING REINFORCEMENT AND A MINIMUM OF TWO WEEKS PRIOR TO TO POUR. 2. JOINTS SHALL BE SPACED NO CLOSER THAN 5'-0" FROM CORNERS, PILASTERS, AND COLUMNS. 3. PLACE CONTROL JOINTS NO FURTHER THAN 25'-0" APART UON 4. DETAIL IDENTICAL FOR WALL W/ SINGLE LAYER OF REINFORCEMENT. PROVIDE 100% HORIZ STEEL THROUGH JOINT AS SHOWN t S E E P L A N ADD (1) HORIZ BAR EACH FACE OF JOINT TO MATCH TYP HORIZ REINFORCEMENT OR CONTINUE HORIZ REINF THROUGH JOINT AND LAP Ls, TYP SMALL OPENING (Lo <3'-0" IN BOTH DIRECTIONS) NOTES: 1. TYPICAL WALL REINFORCEMENT NOT SHOWN FOR CLARITY. ALL ADDITIONAL REINF SHALL MATCH SIZE OF TYP WALL REINF. 2. OMIT ADDED REINFORCEMENT NOTED ABOVE WHEN SPECIAL REINFORCEMENT INDICATED ON PLANS OR DETAILS EXCEEDS THIS REINFORCEMENT. 3. WALL OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE COORDINATED BY CONTRACTOR AND SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND ACCEPTANCE BEFORE PLACEMENT. 4. WHEN EDGE OF CONCRETE IS CLOSE TO OPENING AND WILL NOT ALLOW THIS LENGTH, PROVIDE 90 DEGREE OR 180 DEGREE HOOK TO FULLY DEVELOP BARS 5. PROVIDE MINIMUM 3" CLEARANCE BETWEEN REINFORCEMENT AND NON- FERROUS METAL OF PIPES AND PIPE FLANGES.CIRCULAR OPENING (MAX 3'-0" DIAMETER) ADD (1) BAR EACH SIDE OF OPENING FOR EACH LAYER OF REINF. EXTEND 2'-0" MIN OR Ls BEYOND EDGE OF OPENING, TYP SEE NOTE 4 ADD (1) DIAGONAL x 4'-0" LG., MIN. FOR EACH LAYER OF WALL REINF (NOT REQD FOR Lo < 12") NO T E 4 1'-6 " MIN "Lo""Lo"ADD (1) BAR EACH SIDE OF OPENING FOR EACH LAYER OF REINF. EXTEND 2'-0" MIN OR Ls BEYOND EDGE OF OPENING, TYP SEE NOTE 4 1'-6" MIN. R E: N O T E 4 L s , T Y P (2 '-0 ", M I N ) Ls, TYP (2'-0", MIN) 1s t P O U R 2n d P O U R LOCATIONS OF HORIZONTAL CONSTRUCTION JOINTS REQUIRE APPROVAL BY ENGINEER PRIOR TO CONSTRUCTION CONTINUE REINF THROUGH JOINT 1-1/2" DEEP FORMED KEY t/2 t L s 3 " 3 " ELEVATION OF VERTICAL JOINT ELEVATION OF HORIZONTAL JOINT 6" MIN x 1/2 WALL THICKNESS VERT WALL REINF PLACE KEYS IN ALT REINF SPACE AS SHOWN AT HORIZ JOINTS, KEYS SHALL BE FORMED BY PUSHING A WOOD FORMDOWN INTO THE PLASTIC CONC HORIZ WALL REINF 6" MIN x 1/2 WALL THICKNESS PLACE KEYS IN ALT REINF SPACE AS SHOWN AT VERT JOINTS, KEYS SHALL BE FORMED BY WOOD BLOCKS NAILED TO THE BULKHEAD 1 1/2" 1 1/2" JOINT JOINT t T/FTG EL SEE PLAN GEOTECH PER P E R G E O T E C H CONCRETE FOOTING & REINFORCING SEE PLAN COMPACTED SELECT FILL IN ACCORDANCE W/ GEOTECH REPORT STEEL COLUMN OR CONCRETE WALL, SEE PLAN COMPACTED BASE AND SUBGRADE WHERE SLAB ON GRADE OCCURS, IN ACCORDANCE W/ GEOTECH REPORT FOUNDATION DRAIN TYP @ BUILDING PERIMETER T/SLAB EL SEE PLAN BUILDING SLAB SEE PLAN NOTES 1. SEE GEOTECHNICAL REPORT FOR DRAIN PIPE SPECIFICATIONS, BACKFILL, AND GEOTEXTILE WRAP REQUIREMENTS. 2. COMPACTED SELECT FILL DEPTH BELOW BOTTOM OF FOOTING AND BEYOND FACE OF FOOTING, AS SHOWN ABOVE, SHALL APPLY TO ALL BUILDING FOOTINGS. S1 SLAB MARK SEE SCHEDULE DIRECTION OF SPAN EXTENTS OF SLAB TYP EA DIRECTION SUPPPORT BEAM, GIRDER, OR WALL 42 S3.2 52 S3.2 NOTES: WHERE TOP BARS ARE "NOT REQ'D", PROVIDE TOP REINFORCING IN BOTH DIRECTIONS PER ./52 S3.2 HOOK INTERRUPTED BARS T&B TYP ADD TOP AND BOTTOM REINF EA SIDE OF OPENING EQ TO A MIN OF 1/2 X INTERRUPTED REINFORCING -SPACE ADDED REINFORCING AT 3" OC MAX LENGTH W I D T H NOTES: 1. TRIM BARS SHALL BE #5X3'-0" UON. TRIM BARS SHALL BE #5X5'-0" WHERE WIDTH OR LENGTH EXCEEDS 2'-6" 2. EXTEND ADDED REINFORCING 'Ld' PAST OPENING UON. EXTEND ADDED REINFORCING TO END OF INTERRUPTED REINFORCING OR 9'-0" PAST OPENINGS WHICHEVER IS SHORTER WHERE OPENING WIDTH OR LENGTH EXCEEDS 2'-6". #5 TRIM BARS (4) SIDES OPENING 'D''D''D''D''S''S''S' ADJACENT SLAB OPENING (WHERE OCCURS) 3 '-0 " M I N 3'-0" MIN PLAN VIEW NOTES: 1. ADDED REINFORCEMENT SHOWN APPLIES TO GROUPS OF OPENINGS 8" OR SMALLER. 2. 'S' MUST BE GREATER THAN OR EQUAL TO THE SMALLEST 'D' (OPENING) DIMENSION. 3. 'S' IS EQUAL TO OR GREATER THAN 3" IN ALL CASES. 4. WHERE THERE ARE (3) OR MORE OPENINGS OR 'L' IS GREATER THAN 1'-0", ADD #4 TOP & BOTTOM. EXTEND 2'-0" BEYOND OPENING EA SIDE. 5. WHERE 'S' IS LESS THAN OR EQUAL TO 1'-0", ADD #4 TOP & BOTTOM BTWN OPENINGS. EXTEND 2'-0" OPENING EA SIDE. 6. OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED FOR REVIEW AT THE SAME TIME AS SLAB SHOP DRAWINGS. REINFORCEMENT OTHER THAN THAT SHOWN MAY BE REQUIRED. 7. WHERE THESE CONDITIONS CANNOT BE MET, SUBMIT TO STRUCTURAL ENGINEER FOR REVIEW. NOTE 2 NOTE 3 SEE NOTE 3 'L' NOTE 4 SPAN SUPPORT WHICHEVER IS GREATER Ld, SPAN/3 OR SPAN*/3 SPAN* SUPPPORTING BEAM OR WALL, TYP P E R S C H E D U L E T H I C K N E S S RIGHT TOP BARS PER SCHEDULE HOOK SLAB EDGES PLACE ON OUTSIDE FACE LAYER BOTTOM BARS PER SCHEDULE PLACE ON OUTSIDE FACE LAYER #5 @ 12" TEMP REINF TYP UON SUPPORT BARS AS REQUIRED 52 S3.2 180 DEGREE HOOK AT SLAB EDGES SUPPORT LEFT TOP BAR PER SCHEDULE 180 DEGREE HOOK AT SLAB EDGES PLACE ON OUTSIDE FACE LAYER WHERE SLAB CONTINUES, EXTEND TOP BARS INTO ADJACENT SLAB WITH EXTENSION LENGTH ABOVE. WHERE SLAB CANTILEVERS, EXTEND ALL ALL BARS TO END OF CANTILEVER AND TERMINATE TOP BARS WITH 180 DEGREE STANDARD HOOK. WHICHEVER IS GREATER Ld, SPAN/3 OR SPAN*/3 WHICHEVER IS GREATER Ld, SPAN/3 OR SPAN*/3 1.3*Ld CONTINUOUS TOP BARS PER SCHEDULE PLACE ON OUTSIDE FACE LAYER C O V E R 3 /4 " C O V E R 3 /4 " SUPPORTING BEAM OR WALL, TYP #4 x 6'-0" LONG @ 1'-0" OC CENTERED ON SUPPORT, MIN UON ON PLAN BOTTOM BARS PER SCHEDULE #5 @ 1'-0" OC BOTTOM UON (1) #5 CONT AT PERIMETER #4 HOOKED BAR @ 1'-0" OC TOP BARS PER SCHEDULE SUPPORT BARS AS REQUIRED 42 S3.22'-0" MIN PLAN VIEW JOINT ALL SLAB REINF SHALL BE CONT THRU JOINT 6" MIN x 1/2 SLAB THICKNESS PLACE KEYS IN ALT REINF SPACE AS SHOWN 1 1/2" CONSTRUCTION JOINT 6" MIN EDGE OF SLAB Ls NOTES: 1. LOCATE ALL CONSTRUCTION JOINTS WITHIN THE MIDDLE THIRD OF THE SPAN. 2. PRIOR TO CONTRUCTION, SUBMIT PROPOSED LOCATIONS OF ALL CONSTRUCTION JOINTS TO ENGINEER FOR REVIEW. 3. PROVIDE #5 X 6'-0" @ 16" OC CENTERED ACROSS CONSTRUCTION JOINT AT LOCATIONS WHERE TOP SLAB REINFORCING IS NOT SPECIFIED PER PLAN. C O V E R 1 1 /2 " COVER 1 1/2" C O V E R 1 1 /2 " TOP REIFORCING CONTINUOUS PER SCHEDULE W/ 180 DEGREE HOOKS AT ENDS UON - REFER REMARKS STIRRUPS PER SCHEDULE PROVIDE (4) VERTICAL LEGS TYPICAL BOTTOM REIFORCING CONTINUOUS PER SCHEDULE W/ 180 DEGREE HOOKS AT ENDS UON - REFER REMARKS D E P T H 'D ' 'B' WIDTH BEAM REINFORCING SCHEDULE MARK WIDTH "B"DEPTH "D" REINFORCING REMARKSTOP LONGITUDINAL BARS BOTTOM LONGTIDINAL BARS STIRRUPS 18x30 18"30"(4) - #7 (4) - #6 #4 @ 8" 24x8 24"8"(3) - #5 (3) - #5 #3@4"DEVELOP LONGITUDINAL REINFORCING (T&B) 3'-0" INTO SLAB AT NORTH EXTENT FTG CENTERLINE=WALL OR COL CENTERLINE, TYP UON COLUMN PER PLAN TOP BARS, SEE SCHEUDLE BOTTOM BARS, SEE SCHEUDLE WALL TOP BARS, SEE SCHEUDLE BOTTOM BARS, SEE SCHEUDLE WIDTH, SEE SCHEDULE S E E S C H E D U L E T H I C K N E S S C L R3" C L R2" CLR 3" WIDTH, SEE SCHEDULE S E E S C H E D U L E T H I C K N E S S FTG DOWELS PER TYP DETAIL CLR 3" C L R2" C L R3" #7 #8 #5 #6 #3 #4 CMU SPLICE AND DEVELOPMENT LENGTHS BAR SIZE 54 72 21 40 12 14 (ALL VALUES IN INCHES) f'm = 2,000 PSI fy = 60,000 PSI CENTERED AT FACE 63 72 35 54 13 22 STD HOOK DEV LENGTH, Lh 12 13 9 10 5 7 TENSION DEV LENGTH, Ld D E V E L O P M E N T L E N G T H , L d L A P S P L I C E L E N G T H , L d WALL TYPE CMU WALL REINFORCING SCHEDULE VERTICAL BARS HORIZONTAL JOINT REINFORCEMENT 8" WALL #5 @ 8" OC NOTES: 1. ALL MASONRY WALLS SHALL BE REINFORCED PER SCHEDULE ABOVE, UNLESS NOTED OTHERWISE ON PLAN. 2. HORIZONTAL JOINT REINFORCEMENT MAY BE TRUSS OR LADDER TYPE AT CONTRACTOR'S OPTION. 3. PROVIDE PRE-FABRICATED CORNERS & TEES @ 16" O.C. TO MATCH SIZE & TYPE OF TYPICAL TRUSS OR LADDER REINFORCEMENT. 4. LADDER OR TRUSS REINFORCEMENT SHALL BE PROVIDED 8" ABOVE AND BELOW ALL OPENINGS GREATER THAN 16" WIDE AND SHALL EXTEND 24", MIN, BEYOND OPENINGS IN EA DIRECTION. 5. ALL HORIZONTAL BARS SHALL BE HOOKED AROUND THE LAST VERTICAL BAR @ EACH CONTROL JOINT, EXPANSION JOINT, OR MASONRY OPENING. (2) 9 GA LADDER @ 16" OC HORIZONTAL BARS #5 @ 16" OC CMU WALL CONSTRUCTION NOTES 1. COORDINATE WITH ARCH / MECH / ELEC & PLUMBING DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS THROUGH WALLS. 2. VERTICAL CONTROL JOINTS ARE LOCATED ON THE ARCHITECTURAL ELEVATIONS. SEE 'TYPICAL CMU WALL CONTROL JOINT DETAIL' FOR CONSTRUCTION REQUIREMENTS. 3. HOLES TO BE CORED IN WALLS AFTER CONSTRUCTION SHALL BE LOCATED SUCH THAT NO HORIZ OR VERT REINF IS CUT. ALL HOLES SHALL BE SEALED WITH ELASTOMERIC SEALANT. 4. REINFORCING SHALL BE AS INDICATED ON THE PLANS. WHERE NOT CALLED OUT ON PLAN, PROVIDE REINFORCING PER TYPICAL MASONRY WALL REINFORCING SCHEDULE. 5. SLOPE FOR VERTICAL OFFSET BARS NOT TO EXCEED 1:6. 6. REINF INDICATED AS TYPICAL APPLIES TO THE ENTIRE LENGTH OF WALL, UON. 7. ALL CELLS WITH REINF ARE TO BE GROUTED SOLID. 8. ALL WALLS ARE TO BE LAID UP IN RUNNING BOND, UON. 9. ADDITIONAL REINFORCING SHALL BE PROVIDED AS NOTED IN TYPICAL DETAILS AND SCHEDULES. FOR TYPICAL OPENING, SEE ELEVATION. 10. BENDING OF DOWELS OUT OF STEM WALLS FOR ALIGNMENT INTO CELLS OF MASONRY UNITS IS NOT PERMITTED UNLESS APPROVED BY THE STRUCTURAL ENGINEER. 11. VERT REINF SHALL BE POSITIONED AND TIED AT EACH BAR LAP. CENTER BAR IN CELL, UON. SEE TYPICAL VERTICAL BAR POSITIONING DETAIL FOR MORE INFORMATION. 12. COORDINATE PLACEMENT OF VERTICAL BARS TO AVOID INTERFERENCE WITH BEAM BEARING PLATES AND EMBEDS. VERT BARS PER SCHEDULE Ld OR HOOK PER SCHEDULE Ld PER SCHEDULE TOP OF CONCRETE CURB, WALL, SLAB OR FOUNDATION PER PLAN OR DETAILS- PROVIDE VERT DOWELS TO MATCH VERT WALL REINF UNLESS OTHERWISE NOTED PROVIDE BOND BEAM WITH (2)-#5 CONT AT TOP OF WALL, EACH FLOOR LEVEL, AND EACH ROOF LEVEL (2)-#5 HORIZ MIN AT TOP AND BOTTOM OF EACH OPENING EXTEND BARS 24" MIN BEYOND OPENING. PROVIDE HOOKED BAR END WHEN EDGE DISTANCE LESS THAN 24" PROVIDE HORIZ CORNER BARS AT ALL HORIZ REINF. SEE TYPICAL BOND BEAM CORNER BAR DETAIL. (2) VERT BARS MIN AT CORNERS AND AT WALL ENDS, TYP (2) VERT BARS MIN AT EACH SIDE OF OPENING, TYP W A L L H E I G H T CORNER CORNER BARS TO MATCH HORIZ BAR SIZE AND SPACING Ld L d CORNER BARS TO MATCH HORIZ BAR SIZE AND SPACING Ld L d INTERSECTION NOTES 1. ALL BOND BEAMS SHALL BE CONTINUOUS THROUGH CONTROL JOINTS. VERTICAL BAR AS CALLED OUT ON PLAN, IN DETAILS, OR IN SCHEDULE AS APPLICABLE, TYP 16" OC 24" OC 8" OC . 1/2" MINIMUM, 1" MAXIMUM BETWEEN BAR AND FACE SHELL, TYP NOTES: 1. REINFORCEMENT MUST BE PLACED USING BAR POSITIONS THAT LOCATE THE BAR AS SPECIFIED ABOVE AND THAT PREVENT MOVEMENT DURING CONSTRUCTION. 2. ALL BAR SPLICES SHALL BE A CONTACT LAP SPLICE WITH BARS ALIGNED PARALLEL TO THE WALL AS ILLUSTRATED ABOVE. 3. NOTIFY ENGINEER PRIOR TO PLACING ANY REINFORCMENT THAT FALLS OUTSIDE OF THE TOLERANCES SHOWN IN THIS DETAIL. BARS SPECIFIED 'EACH FACE' 32", 40", AND 48" OC SPACING SIMILAR BAR CONTINUING ABOVE SPLICE BAR TERMINATING AT SPLICE .. EQ +/- 2", TYP 16" OC 24" OC 8" OC BARS NOT SPECIFIED 'EACH FACE' 32", 40", AND 48" OC SPACING SIMILAR .. EQ +/- 2", TYP .. EQ +/- 1/2", TYP NOTES: 1. 'S' DENOTES CLEAR SPAN OF LINTEL. 2. FOR LINTELS NOT CALLED OUT ON PLAN, PROVIDE LINTELS AS SHOWN ABOVE BASED ON THE CLEAR SPAN SHOWN. 3. PROVIDE MINIMUM BEARING LISTED ABOVE ON EACH SIDE OF OPENING, TYP. 4. VERTICAL JAM STEEL SHALL BE CONTINUOUS THROUGH LINTEL BEARING, TYP. 5. CONVENTIONAL MASONRY LINTELS MUST BE SHORED UNTIL GROUT HAS CURED FOR 7 DAYS. 6. ONE COURSE EQUALS 8" IN HEIGHT. 7. TYPICAL VERTICAL & HORIZONTAL WALL REINFORCEMENT IS REQUIRED ABOVE ALL LINTELS. NOT SHOWN HERE FOR CLARITY. 8. VERTICAL WALL REINFORCING ABOVE LINTEL IS TO EXTEND TO BOTTOM OF LINTEL, TYP. S < 2'-8" 8" MIN BEARING L-1 (2)-#5 CONT CONT 8” U-BLOCK GROUTED SOLID, TYP 2'-8" < S < 5'-4" 8" MIN BEARING L-2 (2)-#5 CONT BOTTOM #3 TIES @ 8” OC (2)-# 5 CONT TOP 5'-4" < S < 8'-0" 16" MIN BEARING L-3 GROUT TWO COURSES SOLID GROUT THREE COURSES SOLID PROVIDE VERT REINF OVER LINTEL (TYP) PER SCHEDULE (NOT SHOWN) (2)-#5 CONT BOTTOM #3 TIES @ 8” OC (2)-# 5 CONT TOP 8'-0" < S < 10'-0" 16" MIN BEARING L-4 GROUT FOUR COURSES SOLID (4) #5 VERT #3 STIRRUPS @ 8" OC NOTES: 1. ALTERNATE ORIENTATION OF BLOCKS TO MAINTAIN RUNNING BOND PATTERN. MC-1 (6) #5 VERT #3 STIRRUPS @ 8" OC MC-2 (4) #5 VERT #3 STIRRUPS @ 8" OC MC-3 NOTES 1. UNLESS OTHERWISE NOTED, SPACE CONTROL JOINTS FOR BEARING AND NON-BEARING WALLS AT APPROX 25' OC, OR 1.5x WALL HEIGHT, WHICHEVER IS LESS. 2. CONTROL JOINTS SHALL BE 1'-4" MINIMUM FROM EDGE OF OPENINGS, BEAM BEARING LOCATIONS, AND JOIST BEARING LOCATIONS. 3. CONTROL JOINT SHALL BE CONSTRUCTED AS CONTINUOUS VERTICAL HEAD JOINTS USING FULL AND HALF MASONRY UNITS. 4. MORTAR SHALL BE RAKED BACK AT LEAST 1" IN DEPTH AND CAULKED PER ARCH DRAWINGS. 5. CONTROL JOINTS SHALL NOT BE CONTINUOUS THROUGH BOND BEAMS AT FLOOR AND ROOF LEVELS. 6. REINFORCING IS TO MATCH SIZE OF WALL REINFORCING CALLED OUT ON PLAN, SECTION, ELEVATION OR THE TYPICAL CMU WALL REINFORCING SCHEDULE AS APPLICABLE. 7. 'CELL' IS DEFINED AS 8" LENGTH OF WALL. 8. REINFORCING IS TO BE FULL HEIGHT OF WALL. CJ, PER PLAN FOR LOCATIONS REINF FIRST TWO CELLS EACH SIDE OF JOINT PROVIDE #4X4'-0" SMOOTH DWL @ HORIZ BAR SPACING ACROSS JOINT. PREVENT BOND BETWEEN BAR & GROUT W/ GREASE OR PLASTIC SLEEVE. TERMINATE HORIZ REINF EACH SIDE OF CJ WITH 180° STD HOOK AROUND END VERT BAR SINGLE LAYER OF REINFORCING SHOWN. WHERE REINFORCING IS CALLED FOR EACH FACE, PROVIDE REINFORCING SHOWN ON EACH FACE OF WALL. CJ, PER PLAN FOR LOCATIONS REINF FIRST TWO CELLS EACH SIDE OF JOINT TERMINATE HORIZ REINF EACH SIDE OF CJ WITH 180° STD HOOK AROUND END VERT BAR NOTES 1. CORNER REINFORCEMENT SHOWN IN THIS DETAIL IS TYPICAL AT ALL CORNERS UNLESS NOTED OTHERWISE ON PLAN. 2. REINFORCING IS TO MATCH SIZE OF WALL REINFORCING CALLED OUT ON PLAN, SECTION, ELEVATION OR THE TYPICAL CMU WALL REINFORCING SCHEDULE AS APPLICABLE. 3. 'CELL' IS DEFINED AS 8" LENGTH OF WALL. 4. CORNER REINFORCING IS TO BE FULL HEIGHT OF WALL. CORNER BAR TO MATCH HORIZ BAR SIZE & SPACING REINF CORNER CELL & EACH CELL ON EACH SIDE OF CORNER L A P S P L I C E LAP SPLICE SINGLE LAYER OF REINFORCING SHOWN. WHERE REINFORCING IS CALLED FOR EACH FACE, PROVIDE REINFORCING SHOWN ON EACH FACE OF WALL. PROVIDE SIMILAR CORNER BARS @ WALL INTERSECTIONS WITHOUT CONTROL JOINTS. HORIZ REINF IS CONT THROUGH JOINT. ALTERNATE CORNER BAR HOOK DIRECTION. REINFORCE (2) CELLS EACH SIDE OF OPENINGS, AT WALL ENDS, CONTROL JOINTS, & EXPANSION JOINTS REINFORCE ADDITIONAL CELL WHEN OPENING WIDTH EXCEEDS 6'-0" NOTES 1. REINFORCEMENT SHOWN IN THIS DETAIL IS TYPICAL AT EACH SIDE OF ALL OPENINGS UNLESS NOTED OTHERWISE ON PLAN. 2. REINFORCING IS TO MATCH SIZE OF WALL REINFORCING CALLED OUT ON PLAN, SECTION, ELEVATION OR THE TYPICAL CMU WALL REINFORCING SCHEDULE AS APPLICABLE. 3. 'CELL' IS DEFINED AS 8" LENGTH OF WALL. 4. OPENING REINFORCING IS TO BE FULL HEIGHT OF WALL. MASONRY OPENING HORIZ BAR W/ 180° STD HOOK AROUND WALL END VERT BAR END OF WALL SINGLE LAYER OF REINFORCING SHOWN. WHERE REINFORCING IS CALLED FOR EACH FACE, PROVIDE REINFORCING SHOWN ON EACH FACE OF WALL. OR WALL JOINT 8" BOND BEAM W/ (2)-#5 FULL WIDTH OF REINF CELLS BELOW BEARING 5/8" X 1'-2" PLATE W/ (2)-1/2" DIA x 5" HEADED STUDS SPACED 8" APART, TYP NOTES: 1. A 'FIXED' END OCCURS WHERE THE BEAM IS FIELD WELDED TO THE EMBED PLATE. 2. A 'SLIP' END OCCURS WHERE THE BEAM IS ATTACHED TO THE EMBED PLATE USING THREADED STUDS AND SLOTTED HOLES. 3. WHERE A STEEL BEAM BEARS ON CMU AT EACH END, ONE END SHALL BE FIXED END AND THE OTHER END SHALL BE A SLIP END. 4. WHERE A STEEL BEAM BEARS ON CMU ON ONE END ONLY, A FIXED END SHALL BE USED. 5. SOAP ALL BEAM POCKETS & GROUT SOLID AFTER BEAM INSTALLATION. 6. REINF & GROUT (2) CELLS MINIMUM BELOW ALL BEAM BEARING LOCATIONS. REINF TO MATCH TYPICAL WALL REINF AND EXTEND TO FOUNDATION. PROVIDE DOWELS FROM FOOTING TO MATCH. 1/4 1/4 TYP @ 'FIXED' END (2)-3/4" DIA THREADED STUDS WELDED TO PLATE. CENTER STUDS IN 13/16" x 2" SLOTTED HOLES IN BEAM FLANGE, TYP @ 'SLIP' END BEAMS ANGULARBEAMS PERPENDICULAR BEAMS PARALLEL 6"6" BRG = NOMINAL WALL WIDTH - 1 1/2", MIN 1/2 " 1/2 " STIFFENER PLATE EA SIDE OF BEAM WEB PER SCHED. TYP 1 '-2 " 4"8" PL WIDTH = NOMINAL WALL WIDTH - 1"1'-0" SOLID GROUTED MASONRY BELOW BEAM, TYP. (16", MIN) GROUT MASONRY SOLID AROUND BEAM AFTER INSTALLATION AND SOAP MASONRY AROUND BEAM PER TYP DETAIL MASONRY, REINF AND HEADED STUDS ABOVE BEAM NOT SHOWN FOR CLARITY. SEE PLAN AND TYPICAL LINTEL SECTION CMU WALL PER PLAN WELDABLE REBAR TO MATCH VERTICAL CMU REINF FULLY WELDED TO CENTER OF BEAM FLANGE, TYP L A P L E N G T H P E R S C H E D U L E CMU REINF PER PLAN OR SCHEDULE AS APPLICABLE 3/8" CONT PLATE TO MATCH WALL WIDTH 1/4 3-12 1/4 3-12 TYPSTEEL BEAM PER PLAN SOAP AROUND BEAM, TYP 0", TYP SEE PLAN B/STEEL EL GROUT SOLID. PROVIDE MASONRY TIES CONNECTED TO BEAM WEB, TYP GROUT POCKET SOLID AFTER ERECTION, TYP STEEL BEAM PER PLAN STIFFENER PLATE PER TYPICAL DETAIL S4.1 41 SLIP CONNECTION PER TYPICAL DETAIL 1/2" MAX 3/8"X6 1/2" PLATE. SEE TYPICAL SHEAR CONNECTION SCHEDULE FOR REQUIRED NUMBER OF BOLTS BASED ON SMALLER BEAM BEING CONNECTED. KNOCK OUT FACE SHELL AND GROUT CELL SOLID TO FOUNDATION EACH SIDE OF OPENING REMOVE EXISTING MASONRY AT NEW OPENING AS REQUIRED BEAR LINTEL 8", MIN AT EA END OVER FULLY GROUTED CELL. GROUT SOLID TO TOP OF FOUNDATION. STEEL ANGLE EACH SIDE OF OPENING 3/4" DIA. THRU BOLTS @ 16" OC, IN FULLY GROUTED CELLS. EXISTING CMU WALL EXISTING CMU WALL BEYOND OPENING THRU-BOLT AS SHOWN IN ELEVATION (3 BOLTS MIN) 8" CMU SECTION A-A DOUBLE ANGLE LINTEL PER PLAN KNOCK-OUT FACE SHELL AS REQUIRED AND GROUT CELLS SOLID, TYP. 2 " A-A NOTES: 1. FINISH ALL EXPOSED STEEL ACCORDING TO ARCHITECT. 2. CARE SHALL BE TAKEN TO PATCH AND REPAIR ALL REMAINING CMU. 3. SEE ARCH FOR ALL ADDITIONAL REQUIREMENTS NOT SHOWN HERE. 1 '-4 " M I N GROUT SOLID ABOVE OPENING AS INDICATED 8" MIN 8" MIN 4" HATCH INDICATES SOLID GROUT (2) BENT BARS TO MATCH BOND BM REINF 2 1 LAP SPLICE 2'-0" BOND BM LAP VENEER PER ARCH EMBED PL3/8x3x0'-8" @ 4'-0" OC WITH (2) 5/8Ø x 6" HEADED STUDS 4" OC. HOT DIP GALVANIZED AFTER FABRICATION. SPACE EMBEDS @ 4'-0" OC AT SHIM O F S T U D S 8 " C L CONT GALVANIZED STEEL SHIM PL3/8x1 VERT WALL REINF 5/16TYP GRIND SMOOTH GALV BENT PL3/8" (PL1/2" WHERE VENEER HEIGHT EXCEEDS 12') CONT LEDGER. 8" VERTICAL LEG. COORDINATE HORIZ LEG LENGTH W/ WALL ASSEMBLY. 1/2" MAX FROM FACE OF VENEER TO EDGE OF PLATE. MASONRY LINTEL PER PLAN OR SCHEDULE AS APPLICABLE GRID CONNECTION SCHEDULE NOTES: 1. BOLTS SHALL BE 7/8" Ø, A325-N OR A325-TC. BOLTS MAY BE SNUG TIGHT UNLESS REQUIRED TO BE SLIP- CRITICAL. 2. ALL CONNECTIONS FOR MEMBERS MARKED 'SFRS' SHALL UTILIZE SLIP CRITICAL BOLTS. 3. CONNECTIONS MARKED SLIP-CRITICAL, DOUBLE ROW, TRIPLE ROW, EXTENDED CONNECTION OR FULL DEPTH ON THE PLAN SHALL UTILIZE SLIP CRITICAL BOLTS 4. AT SLIP CRITICAL BOLT CONNECTIONS. PROVIDE STANDARD ROUND HOLES IN BOTH THE BEAM WEB AND CONNECTION PLATE. PROVIDE CLASS 'A' FAYING SURFACES AT ALL CONNECTION PLYS, UON. BOLTS SHALL BE FULLY PRETENSIONED USING LOAD INDICATING WASHERS OR TENSION CONTROL BOLTS. 5. AT NON-SLIP CRITICAL CONNECTIONS, BEAMS SHALL HAVE STANDARD ROUND HOLES AND CONNECTION PLATES MAY HAVE HORIZONTAL SHORT SLOTTED HOLES. 6. THE CONNECTION PLATE BOLT HOLES SHALL HAVE A MINIMUM EDGE DISTANCE OF 1 1/2" VERTICAL AND 2" HORIZONTAL (EXAMPLE SINGLE ROW CONNECTION WITH (4) BOLTS, PLATE LENGTH = 12" MIN). 7. THE BEAM WEB BOLT HOLES HAVE A MINIMUM VERTICAL EDGE DISTANCE OF 1 1/2" TO TOP OF CONNECTION PLATE, AND A MINIMUM HORIZONTAL EDGE DISTANCE OF 2" TO EDGE OF BEAM WEB. A BEAM COPE THAT DECREASES THE BEAM WEB BEYOND THIS MINIMUM MUST BE SUBMITTED FOR REVIEW PRIOR TO SHOP DRAWING REVIEW. 8. THE SUPPORTING BEAM OR COLUMN WEB/FLANGE THICKNESS THAT THE CONNECTION PLATE IS WELDED TO SHALL MEET THE MINIMUM SUPPORT THICKNESS LISTED IN THE SCHEDULE. 9. ALTERNATE CONNECTIONS MUST BE SUBMITTED FOR REVIEW PRIOR TO SHOP DRAWING SUBMISSION. INCLUDE SIGNED AND SEALED CALCULATIONS WITH ALL PROPOSED ALTERNATIVE CONNECTION DESIGNS. CL SEE DOUBLE ROW SCHED FOR CONN-PL THK & BOLTS (SEE TRIPLE ROW WHERE NOTED ON PLAN OR ELEVATION) FO WEB 2"3" 2" 1/2" /13 S5.1 7 /8 "Ø B O L T S 1 1 /2 " M I N T Y P 3 " S P A C I N G 3 SIDES PER FULL DEPTH CONNECTIONS W/ DOUBLE ROW OF BOLTS DENOTED ON PLAN/ELEVATION AS FOLLOWS: CUT ONE BEAM BOTTOM FLANGE FD STIFF PL TO MATCH CONNECTION PL WHERE CONNECTION ONLY OCCURS ON ONE SIDE OF BEAM SEE SCHED SEE SCHED FOR CONN-PL & BOLTS 1 1 /2 " M I N , 3 " S P A C I N G , T Y P HSS COL SEE PLAN THRU CONN-PL SEE SCHED FOR THK & BOLTS A TYPICAL BM TO COL SEE SCHED B SLIP CRITICAL BM TO COL SEE TYPE A FOR INFORMATION NOT SHOWN KNIFE CONN-PL SEE DBL ROW SCHED FOR THK & BOLTS SEE SCHED C DBL ROW BM TO COL 1/2" 2"3"2" T Y P 1 1 /2 " 3 " S P A C I N G 1/2"2" 2" SLIP CRITICAL CONNECTIONS DENOTED ON PLAN AS FOLLOWS:SC DOUBLE ROW CONNECTIONS DENOTED ON PLAN AS FOLLOWS:DR TRIPLE ROW CONNECTIONS ARE SIMILAR TO DOUBLE ROW CONNECTIONS. TRIPLE ROW CONNECTIONS DENOTED ON PLAN AS FOLLOWS:TR CL SEE SCHED SEE SCHED FOR CONN-PL & BOLTS FO WEB 1 1 /2 " M I N , T Y P 3 " S P A C I N G A BEAM TO BEAM CONN 1 1 /2 " M I N , T Y P 3 " S P A C I N G B BEAM TO COL FLANGE CONN CL SEE SCHED FOR CONN-PL & BOLTS SEE SCHED 1/2" 2" 2" 1 1 /2 " M I N , T Y P 3 " S P A C I N G C BEAM TO COL WEB CONN SEE SCHED FOR CONN-PL & BOLTS SEE SCHED 1/2" 2" 2" H-PL, SEE SCHEDCOLUMN 'k1' @ COL FLG SEE SCHED D DOUBLE ROW BEAM TO BEAM CONN 1 1 /2 " M I N , T Y P 3 " S P A C I N G E DOUBLE ROW BEAM TO COL FLANGE CONN SEE DBL ROW SCHED FOR CONN-PL & BOLTS SEE SCHED 1/2" 2" 3" 2" F DOUBLE ROW BEAM TO COL WEB CONN 1/2" 2" 2" DOUBLE ROW CONNECTIONS DENOTED ON PLAN AS FOLLOWS: CL SEE SCHED SEE DBL ROW SCHED FOR CONN-PL & BOLTS FO WEB 1 1 /2 " M I N , T Y P 3 " S P A C I N G 1/2" 2" 3" 2" 1 1 /2 " M I N , T Y P 3 " S P A C I N G SEE DBL ROW SCHED FOR CONN-PL & BOLTS SEE SCHED 1/2" 2" 3" 2" H-PL, SEE SCHEDCOLUMN 'k1' @ COL FLG SEE SCHED CLCL DR TRIPLE ROW CONNECTIONS ARE SIMILAR TO DOUBLE ROW CONNECTIONS IN ALL CASES. TRIPLE ROW CONNECTIONS DENOTED ON PLAN AS FOLLOWS:TR HSS CTR'D ON POST, SEE PLAN HSS POST/COL SEE PLAN 5/16 T&B TOS SEE PLAN ES EXTENDED CONN PL, FIT TO BEAR, SEE SCHED FOR THK & BOLTS 3 SIDES PER WF BM EA SIDE PER PLAN CUT ONE BEAM BOTTOM FLANGE3" S P A C I N G , T Y P 7 /8 "Ø B O L T S 1 1 /2 " M I N , T Y P EXTENDED PLATE CONNECTIONS DENOTED ON PLAN AS FOLLOWS: 2" /13 S5.1 0 TYP 1 1/2" CLR EC SINGLE ROW BOLTED CONNECTION SCHEDULE DOUBLE ROW BOLTED CONNECTION SCHEDULE TRIPLE ROW BOLTED CONNECTION SCHEDULE BEAM SIZE SINGLE COPE VERTICAL CAPACITY (KIPS) NUMBER OF BOLTS CONN PL THICKNESS (INCHES) WELD SIZE (INCHES) H-PLATE THICKNESS (INCHES) MINIMUM SUPPORT THICKNESS (INCHES) BEAM SIZE SINGLE COPE VERTICAL CAPACITY (KIPS) NUMBER OF BOLTS CONN PL THICKNESS (INCHES) WELD SIZE (INCHES) H-PLATE THICKNESS (INCHES) MINIMUM SUPPORT THICKNESS (INCHES) BEAM SIZE SINGLE COPE VERTICAL CAPACITY (KIPS) NUMBER OF BOLTS CONN PL THICKNESS (INCHES) WELD SIZE (INCHES) H-PLATE THICKNESS (INCHES) MINIMUM SUPPORT THICKNESS (INCHES) W8 8.7 2 3/8 in 1/4 in 1/2 in 0.190 in W8 13.9 4 3/8 in 1/4 in 1/2 in 0.190 in W8 8.7 6 3/8 in 1/4 in 3/4 in 0.190 in W10 11.6 2 3/8 in 1/4 in 1/2 in 0.190 in W10 20.4 4 3/8 in 1/4 in 1/2 in 0.190 in W10 20.5 6 3/8 in 1/4 in 3/4 in 0.190 in W12 23.1 3 3/8 in 1/4 in 1/2 in 0.190 in W12 37.3 6 3/8 in 1/4 in 1/2 in 0.190 in W12 26.0 9 1/2 in 5/16 in 7/8 in 0.238 in W14 23.1 3 3/8 in 1/4 in 1/2 in 0.190 in W14 37.3 6 3/8 in 1/4 in 1/2 in 0.190 in W14 44.8 9 1/2 in 5/16 in 7/8 in 0.238 in W16 37.1 4 3/8 in 1/4 in 1/2 in 0.190 in W16 60.0 8 3/8 in 1/4 in 1/2 in 0.190 in W16 65.3 12 5/8 in 3/8 in 1 in 0.285 in W18 51.6 5 3/8 in 1/4 in 1/2 in 0.190 in W18 84.9 10 1/2 in 5/16 in 7/8 in 0.238 in W18 93.9 15 5/8 in 3/8 in 1 in 0.285 in W21 51.6 5 3/8 in 1/4 in 1/2 in 0.190 in W21 84.9 10 1/2 in 5/16 in 1 in 0.238 in W21 109.3 15 3/4 in 1/2 in 1 1/8 in 0.380 in W24 65.8 6 3/8 in 1/4 in 1/2 in 0.190 in W24 111.9 12 1/2 in 5/16 in 1 in 0.238 in W24 145.4 18 3/4 in 1/2 in 1 1/8 in 0.380 in W27 80.1 7 1/2 in 5/16 in 1/2 in 0.238 in W27 140.1 14 1/2 in 5/16 in 1 in 0.238 in W27 183.8 21 3/4 in 1/2 in 1 1/4 in 0.380 in W30 94.1 8 1/2 in 5/16 in 1/2 in 0.238 in W30 167.9 16 1/2 in 5/16 in 1 1/8 in 0.238 in W30 223.4 24 3/4 in 1/2 in 1 1/2 in 0.380 in W33 108.0 9 1/2 in 5/16 in 1/2 in 0.238 in W33 197.0 18 1/2 in 5/16 in 1 1/8 in 0.238 in W33 264.4 27 3/4 in 1/2 in 1 1/2 in 0.380 in W36 121.8 10 1/2 in 5/16 in 1/2 in 0.238 in W36 224.7 20 1/2 in 5/16 in 1 1/8 in 0.238 in W36 306.7 30 7/8 in 9/16 in 1 1/2 in 0.428 in W40 134.8 11 1/2 in 5/16 in 1/2 in 0.238 in W40 253.2 22 5/8 in 7/16 in 1 1/4 in 0.333 in W40 349.0 33 7/8 in 9/16 in 1 1/2 in 0.428 in W44 149.4 12 1/2 in 5/16 in 1/2 in 0.238 in W44 280.9 24 5/8 in 7/16 in 1 1/4 in 0.333 in W44 392.6 36 7/8 in 9/16 in 1 1/2 in 0.428 in NOTES: 1. WHERE SLOPING BEAMS FRAME INTO TOP OF COLUMNS, SLOPE COLUMN CAP PLATES TO MATCH TOP OF BEAM, UON. 2. ALL WELDS FINISHED FLUSH, UON. 3. FLUSH FINISH REQUIREMENTS MAY BE WAIVED, SUBJECT TO ARCH AND ENGINEER WRITTEN APPROVAL. WF COLUMN 3/16TYP PL 1/2, UON (NOTE 1) TYP CAP PLATE (TYP AT COLUMNS, UON) PL 1/2, UON (NOTE 1) 3/16TYP HSS OR PIPE FITTED 1/4" PL END OF BEAM FULLY SEAL HSS OR PIPE CLOSURE PLATE (TYP AT BEAMS, UON) END VIEWEND VIEW OR PL TO MATCH HSS/PIPE OUTER PROFILE END VIEW PL TO MATCH WF OUTER DIMENSIONS 3/16TYP NOTES: 1. CONTRACTORS SHALL COORDINATE SIZES AND LOCATIONS OF ALL BEAM PENETRATIONS WITH MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS. ALL PENETRATIONS LARGER THAN 2" Ø SHALL BE SHOWN ON SHOP DRAWINGS OR SKETCHES AND SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. FIELD CUTTING IS NOT PERMITTED WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 2. OPENINGS MAY OCCUR IN MIDDLE HALF OF BEAM LENGTH ONLY, WITHOUT APPROVAL. 3. NO CUTTING MAY OCCUR IN TOP OR BOTTOM QUATER OF BEAM DEPTH. 4. ADJACENT OPENINGS MAY BE SPACED NO CLOSER THAN THE LESSER OF 12" OR 2.5x LARGER OPENING SIZE, EDGE TO EDGE. 5. MAXIMUM SIZES OF OPENINGS SHALL BE D/3 Ø OF D/3 x 2D/3 AS SHOWN. 6. NO OPENINGS SHALL OCCUR WITHIN 12" OF AN ADJACENT BEAM CONNECTION. 7. REQUIRED OPENINGS NOT MEETING ABOVE CRITERIA SHALL BE SUBMITTED TO ENGINEER FOR REINFORCING DESIGN. D/3 Ø HOLES (MAX)1" RADIUS CORNERS, TYP D D /4 M I N MIN 2.5x LONGEST DIM OF LARGER OPG (12" MIN) D /4 M I N 2/3 D MAX D /3 M A X NOTES: 1. SEE PLAN FOR REQUIRED NUMBER OF STUDS. STUDS SHALL BE PLACED AFTER METAL DECK INSTALLATION AT A MAXIMUM SPACING OF 1'-0" ALONG THE BEAM AXIS UNLESS NOTED OTHERWISE ON PLAN. SEE GENERAL NOTES FOR MINIMUM NUMBER OF STUDS AND MINIMUM STEEL COMPOSITE DECK TO STEEL BEAM FASTENING REQUIREMENTS. 2. UNLESS NOTED OTHERWISE, STUDS ARE TO BE EQUALLY SPACED ALONG THE BEAM LENGTH AND PLACED SYMMETRICALLY ABOUT THE BEAM CENTERLINE AXIS. IF EQUAL SPACING IS NOT POSSIBLE DUE TO DECK CONFIGURATION, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED. 3. THE REQUIRED NUMBER OF STUD ROWS SHALL BE DETERMINED AS FOLLOWS (BEAM LENGTH IN FEET): FOR DECK FLUTES PERPENDICULAR TO BEAMS: #ROWS = # STUDS / BEAM LENGTH FOR DECK FLUTES PARALLEL TO BEAMS: #ROWS = (0.375 X #STUDS) / BEAM LENGTH 4. FOR DECK FLUTES PARALLEL TO THE BEAM, THE FIRST STUD (OR STUDS) SHALL BE PLACED 6" FROM THE BEAM ENDS. FOR DECK FLUTES PERPENDICULAR TO THE BEAM, THE FIRST STUD (OR STUDS) SHALL BE PLACED IN THE FLUTE CLOSEST TO THE BEAM ENDS. 5. FOR CANTILEVER SPANS, STUDS SHALL BE PLACED IN ONE ROW ALONG THE BEAM CENTERLINE AXIS AT A MAXIMUM SPACING OF 2'-0". STUDS PLACED ON THE CANTILEVER SPAN ARE NOTE INCLUDED IN THE NUMBER OF STUDS SHOWN ON THE DRAWINGS. 6. WHERE WELDED WIRE FABRIC IS USED AS SLAB REINFORCEMENT, ADDITIONAL REINFORCEMENT SHALL BE PLACED PERPENDICULAR TO AND CENTERED ON BEAMS AND ALL CANTILEVERED SPANS AS FOLLOWS: 1 OR 2 STUDS / FT - ADD NONE 3 STUDS / FT - ADD #4 X 5'-0" @ 12" OC 4 OR MORE STUDS / FT - ADD #4 X 5'-0" OC @ 10" OC P E R P L A N PLAN -SINGLE ROW T/ STL T/ STL DECKT/ CONC 3/4" DIA STUD, UON 4 1/2" MIN TYP 2'-0" MAX TYP BEAM CL PLAN -TWO ROWS 4 1/2" MIN TYP 2'-0" MAX TYP 3" MIN 1 1/4" MIN TYP PLAN -THREE ROWS 4 1/2" MIN TYP 2'-0" MAX TYP 3" 3" 1 1/4" MIN TYP 1 /2 " M I N 1 1 /2 " M I N TYPICAL STUD BEAM CL BEAM CL 'L', SEE SCHEDULE SEE PLAN BRG 2" MINCONT BENT PLATE SEE SCHED REINF FULLY WELDED TO CLOSURE PL, SEE SCHED 3/16 2-12 3/16 2-12 AT PLATE CLOSURE BENT PLATE SCHEDULE OVERHANG LENGTH -'L' PLATE THICKNESS WELDED REINFORCING 1'-4" MAX 1'-8" MAX 2'-0" MAX 1/4" 1/4" 1/4" #4 @ 18" OC #4 @ 12" OC #4 @ 8" OC 3'-0" MIN Ls PER CONC LAP SCHEDULE NOTES: 1. DECK PERPENDICULAR TO BEAM SHOWN. DECK PARALLEL TO BEAM SIMILAR. 2. THE SLAB EDGE CLOSURE PLATE IS ONLY DESIGNED TO SUPPORT WET CONCRETE AND CONSTRUCTION LOADS. DO NOT USE THE PLATE TO DIRECTLY SUPPORT CLADDING LOADS WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. 3. WHERE OVERHANG LENGTH 'L' EXCEEDS 1'-8", SHORE EDGE FORM UNTIL CONCRETE REACHES ITS DESIGN STRENGTH.. 4. DO NOT SUPPORT CLADDING LOADS FROM SLAB EDGE UNTIL CONCRETE HAS REACHED ITS DESIGN STRENGTH. 5. AT BLOCKOUTS FOR CLADDING CONNECTIONS, EDGE REINFORCING IS TO BE CONTINUOUS. 6. AT RECESS CONDITIONS, EDGE PLATE HEIGHT TO MATCH THE SLAB HEIGHT AT THE RECESS. 7. COORDINATE EDGE ANGLE INSERTS FOR CLADDING SUPPORT WITH ARCHITECTURAL DRAWINGS & SUBSTITUTE FOR EDGE FORM WHEN SHOWN ON ARCHITECTURAL. 8. CONSTRUCTION LOAD AT EDGE FORM SHALL NOT EXCEED 20 PSF. 2'-6" MAX 1/4"#4 @ 6" OC #5 CONT P L A N P E R W-BEAM CLIP PLATE CORNERS TO FIT, TYP STIFFENER PLATE (PL 3/8, UNO) MATCH FLANGE WIDTH, UNO 1/4 1/4 TYP k + 3/8" MAX, TYP k + 3 /8 " M A X , T Y P 1 1/2" METAL DECK ATTACHMENT (Fy = 50 KSI) TYPE HSB OR PLB DECK TYPE GAGE 18 FASTENER PATTERN 36/7 CONN AT SUPPORT PERPENDICULAR TO FLUTES PER SHEET HILTI PINS (NOTE 8) CONN AT SIDELAP CONN AT SUPPORTS PARALLEL TO FLUTES (NOTE 1) NOTES: 1. CONNECTION SPACING IS APPLICABLE TO FRAMING BEAMS, STRUTS, CHANGES IN DECK ORIENTATION, AND ALL OTHER SUPPORTS PARALLEL TO DECK FLUTES. 2. DECK TYPE MUST MEET CRITERIA LISTED ABOVE. SUBMIT DECK INFORMATION, INCLUDING ICC RESEARCH REPORT, TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. 3. METAL DECKING SHALL BE CONTINUOUS OVER AT LEAST TWO SUPPORTS. 4. PROVIDE 2" MINIMUM END LAP. 5. DECK SHALL BEAR 2" MINIMUM ON STRUCTURAL STEEL. 6. AT ROOF PERIMETER, PROVIDE SAME PINS AS SUPPORT CONNECTION AT 6" OC. 7. REINFORCE MISCELLANEOUS DECK OPENINGS PER TYPICAL ROOF OPENING FRAMING DETAIL. PROVIDE SAME PINS AS SUPPORT CONNECTION AT 6" OC. 8. PROVIDE HILTI X-ENP-19L15 AT STEEL SUPPORTS 1/4" AND THICKER. PROVIDE HILTI X-HSN 24 AT STEEL SUPPORTS LESS THAN 1/4" THICK. COMPLY WITH ICC-ES ESR-2197. 9. VERCO DECK PER IAPMO UES ER-2018 OR EQUIVALENT. HILTI PINS @ 6" OC (NOTE 8)ROOFS LOCATION FASTENER LOCATIONS 1 3/4" MIN 3'-0" 1 1 /2 " 1.5" DECK 36/3 PATTERN 36/4 PATTERN 36/5 PATTERN 36/7 PATTERN 3'-0" HILTI S-SLC 01 OR VSC2 @ 6" OC L6x4x3/8 (LLV) EACH SIDE OF COLUMN. MATCH COLUMN WIDTH. 1 1 / 2 " 1 1 / 2 " 7/8" DIA A325 BOLTS CENTERED IN 15/16"X3" VERT LONG SLOT HOLE IN ANGLE -PROVIDE STANDARD WASHERS UNDER BOLT HEAD AND UNDER NUT. NUT FINGER TIGHT ONLY. MAR THREADS. HSS PER PLAN WITH STANDARD HOLE @ TOP CONNECTION. PROVIDE CAP @ TOP OF HSS & SEAL WELD. CONC SLAB PER PLAN PL1/2"x8"x1'-4" W/ (4) 3/4"⌀x6" STUDS CENTERED ON POST 1/4 3 SIDES, TYP CONC SLAB PER PLAN 3" CLR TYP CMU WALL PER WALL WIDTH PER SCHEDULE D E P T H P E R S C H E D U L E REINF PER SCHEDULE TYP 3" CLR1 1 L A P L E N G T H P E R S C H E D U L E CMU REINF PER PLAN OR SCHEDULE AS APPLICABLEza SEE PLAN T/SLAB EL CONC WALL TO MATCH CMU WIDTH CMU WALL PER PLAN CONC SLAB PER PLAN FTG WIDTH PER SCHED F T G D E P T H P E R S C H E D 3" CLR TYP 3" CLR TYP FTG REINF PER SCHED CMU REINF PER PLAN OR SCHEDULE AS APPLICABLE BOND BREAKER SEE PLAN T/SLAB EL V A R I E S , S E E P L A N P E R S C H E D U L E L A P L E N G T H 0", TYP #5 @ 12" OC EACH WAY TOP & BOTTOM COORDINATE ANGLE SIZE AND LOCATION W/ ELEVATOR MANUFACTURER 8" L5X3X1/4 (LLV) W/ 1/2" DIA x 5" STUDS @ 12" OC 8" PER ELEVATOR MANUFACTURER 8" #5 @ 12" OC EACH WAY CMU WALL PER PLAN CONC SLAB PER PLAN GRANULAR FILL, TYP VAPOR BARRIER, TYP HOOK BAR @ EACH VERTICAL BAR TO MATCH VERTICAL BAR SIZE AND SPACING, TYP Ld+8" Ld L A P L E N G T H P E R S C H E D , T Y P CMU REINF PER PLAN OR SCHEDULE AS APPLICABLE 8" CONC WALL BELOW SLAB, TYP #5 CONT, TYP P E R E L E V A T O R M A N U F A C T U R E R 1'-0" MIN 8" TYP 3 1/8" CLR 3" CLR, TYP SEE PLAN T/SLAB EL 1 '-6 " SEE PLAN T/FTG EL 1'-0" MIN CMU WALL PER PLAN CMU REINF PER PLAN OR SCHEDULE AS APPLICABLE CONC SLAB PER PLAN 8" BOND BEAM W/ (2)-#5 CONT SEE PLAN T/SLAB EL #4 HOOK BAR (24"x32") @ 0'-8" OC. ALTERNATE HOOK DIRECTION, TYP CMU WALL PER PLAN CMU REINF PER PLAN OR SCHEDULE AS APPLICABLE CONC SLAB PER PLAN 8" BOND BEAM W/ (2)-#5 CONT SEE PLAN T/SLAB EL #4 HOOK BAR (24"x32") @ 0'-8" OC. ALTERNATE HOOK DIRECTION, TYP STANDARD HOOK, TYP Ld CMU WALL PER PLAN CMU REINF PER PLAN OR SCHEDULE AS APPLICABLE CONC SLAB PER PLAN 8" BOND BEAM W/ (2)-#5 CONT @ ALL SLAB LEVELS, TYP SEE PLAN T/SLAB EL VENEER PER ARCH OMIT @ SIM P E R S C H E D U L E L A P S P L I C E #5 CONT STANDARD HOOK, TYP 8" BOND BEAM W/ (2)-#5 CONT @ TOP OF WALL, TYP PROVIDE FACE SHELL @ SLAB EDGE @ SIM #4 HOOK BAR (24"x32") @ 0'-8" OC. CMU WALL PER PLAN CMU REINF PER PLAN OR SCHEDULE AS APPLICABLE CONC SLAB PER PLAN 8" BOND BEAM W/ (2)-#5 CONT SEE PLAN T/SLAB EL P E R S C H E D U L E L A P S P L I C E 0", TYP #4 HOOK BAR (24"x32") @ 0'-8" OC. ALTERNATE HOOK DIRECTION, TYP GROUT SOLID BELOW GRADE, TYP CMU WALL PER PLAN CONC SLAB PER PLAN VENEER PER ARCH CMU REINF PER PLAN OR SCHEDULE AS APPLICABLE BOND BREAKER SEE PLAN T/SLAB EL CENTERLINE OF CMU WALL = CENTERLINE OF FOOTING #4 @ 12" OC EACH WAY @ BRICK LEDGE CONC WALL REINF PER SCHEDULE BASED ON CMU WALL WIDTH ABOVE. SPACING OF VERTICAL BARS TO MATCH CMU REINF OR CONCRETE WALL SCHEDULE, WHICHEVER IS LESS, TYPICAL. P E R S C H E D U L E L A P L E N G T H CONC FOOTING PER PLAN 16 " @ S I M 8" B R I C K L E D G E 8"7 5/8" CONC SLAB PER PLAN SEE PLAN T/SLAB EL STEEL BEAM PER PLAN 3/4"⌀x6" STUDS @ 1'-0" OC MAX CMU WALL PER PLAN CMU REINF PER PLAN OR SCHEDULE AS APPLICABLE CONC SLAB PER PLAN 8" BOND BEAM W/ (2)-#5 CONT SEE PLAN T/SLAB EL #4 HOOK BAR (24"x32") @ 0'-8" OC #5 CONT 180° STANDARD HOOK, TYP 2'-0" 2'-0" WALL BEYOND CONC SLAB PER PLAN SEE PLAN T/SLAB EL CONC WALL REINF CONT FROM ADJACENT WALL CONC FOOTING 1 " C L R TYP EA SIDE 6" M I N 3 '-0 " 8" MIN 6" MIN 8 " 5" CONC STOOP SLAB W/ #4 BARS @ 12" OC EW ON 4" VOID FORM 4 " CONC WALL, REINF PER SCHEDULE, HOOK HORIZONTAL BARS INTO FOUNDATION WALL @ SIDE WALLS 6'-0" MAX UNOSIDEWALK OR FINISHED GRADE #4 @ 12" OC SLOPE SEE SITE . 3/8" COMPRESSIBLE FILLER JOINT. LOCATE UNDER THRESHOLD #4X4'-0" LONG @ 12" OC EXTEND 1'-0" INTO STOOP SLAB CMU WALL PER PLAN CONC SLAB PER PLAN VENEER PER ARCH BOND BREAKER SEE PLAN T/SLAB EL CENTERLINE OF CMU WALL = CENTERLINE OF FOOTING CONC FOOTING PER PLAN RECESSED CONC SLAB PER PLAN W/ HYDRONIC HEAT TOPPING REF ARCH & MEP OVERHEAD DOOR REF ARCH CONC SLAB PER PLAN SEE PLAN T/SLAB EL CONC FOOTING PER PLAN REF ARCH FOR SLAB FINISH PROFILE PAVING PER CIVIL CMU WALL PER PLAN CONC SLAB PER PLAN CMU REINF PER PLAN OR SCHEDULE AS APPLICABLE BOND BREAKER SEE PLAN T/SLAB EL CONC WALL REINF PER SCHEDULE BASED ON CMU WALL WIDTH ABOVE. SPACING OF VERTICAL BARS TO MATCH CMU REINF OR CONCRETE WALL SCHEDULE, WHICHEVER IS LESS, TYPICAL. P E R S C H E D U L E L A P L E N G T H CONC FOOTING PER PLAN JOINT 6 1/2" MIN SEISMIC EPOXY DOWEL (MIN 8" EMBED) INTO (E) FOOTING TO MATCH SIZE AND SPACING OF (N) FOOTING B/NEW FOOTING TO MATCH (E) T/EXIST FOOTING (E) WALL CONTROLLED DENSITY FILL (200 PSI MIN) TO B/NEW SLAB EL SEE PLAN T/SLAB EL CONC WALL REINF CONT FROM ADJACENT WALL CONC FOOTING NOTE: REF FOR BALANCE OF INFORMATION/41 S7.1 8 " OPENING REF ARCH CONTROLLED DENSITY FILL (200 PSI MIN) TO B/NEW SLAB EL CMU WALL PER PLAN CMU REINF PER PLAN OR SCHEDULE AS APPLICABLE VENEER PER ARCH SEE PLAN T/SLAB EL NOTE: REF FOR BALANCE OF INFORMATION/13 S7.1 CMU VENEER PER ARCH GROUT SOLID BEHIND CMU WALL PER PLAN CMU REINF PER PLAN OR SCHEDULE AS APPLICABLE PROVIDE 180° HOOKS @ PARAPET HEIGHT < 2'-0" METAL DECK PER PLAN ORIENTATION VARIES 8" BOND BEAM W/ (2)-#5 CONTVENEER PER ARCH 8" BOND BEAM W/ (2)-#5 CONT @ TOP OF WALL, TYP L4x4x3/8 CONT W/ 5/8" ⌀ADHESIVE ANCHORS W/ 5 5/8" EMBED @ 16" OC3" CLR TYP WIDTH PER SCHEDULE D E P T H P E R S C H E D U L E REINF PER SCHEDULE TYP 3" CLR1 1 SEE PLAN T/SLAB EL STAIR AND RAILS BY CONTRACTOR REFER DEFERRED SUBMITTAL REQS ON S0.2 ANCHOR ON INSIDE FACE OF STRINGER TYP PRE-MANUFACTURED TRENCH DRAIN CAST INTO SLAB #4 @ 1'-0" OC SLOPE, SEE ARCH VAPOR BARRIER GRANULAR FILL #4 @ 1'-0" OC CONC SLAB PER PLAN SLOPE, SEE ARCH HOOK SLAB REINF AS SHOWN, TYP V A R I E S 6 " M I N CMU WALL PER PLAN CMU REINF PER PLAN OR SCHEDULE AS APPLICABLE CONC SLAB PER PLAN 8" BOND BEAM W/ (2)-#5 CONT SEE PLAN T/SLAB EL 1 " L3X3X1/4 CONT EA SIDE OF WALLPL1/2"x4"x4" W/ 1/2"⌀x6" STUD @ 4'-0" OC EACH SIDE OF WALL COMPRESSIBLE FILL PER ARCH 1TYP, EA PLATE 8" WALL W/ #5 @12" VERT (2) #5 CONT TOP #5 @ 12" HORIZ (2) MIN 20" SLAB THICKNESS AND REINFORCING PER PLAN 2 '-6 " M A X MECH UNIT REFER MECH CURB AND ANCHORAGE BY CONTRACTOR REFER DEFERRED SUBMITTAL REQS ON S0.2 EOD 1'-4" EOD 1'-4" HSS POST PER PLAN HSS BEAMS PER PLAN 3/8" CONT BENT PL W/ 6" VERT LEG MITER AND FULLY WELD AT CORNERS 1/4 3-12 3-12TYP HSS BEAMS PER PLAN CONNS PER TYP DTLS 5/16 BEAMS AND CONN PER PLAN ROOF SLAB PER PLAN ROOF DECK PER PLAN 3 1/2" 3/4" ⌀X 6" LONG HEADED STUD TYP (3) SIDES EA POST EQ EQ 120'-2 1/4" 118'-10" 115'-7" EOD 1'-5" HSS POST PER PLAN HSS BEAMS PER PLAN 3/8" CONT BENT PL W/ 3" VERT LEG MITER AND FULLY WELD AT CORNERS 1/4 3-12 HSS BEAMS PER PLAN CONNS PER TYP DTLS 5/16 BEAMS AND CONN PER PLAN ROOF SLAB PER PLAN ROOF DECK PER PLAN 3 1/2" 3/4" ⌀X 6" LONG HEADED STUD TYP (2) SIDES EA POST E Q E Q PJP LADDER AND RAILS BY CONTRACTOR REFER DEFERRED SUBMITTAL REQS ON CMU WALL PER PLAN CMU REINF PER PLAN OR SCHEDULE AS APPLICABLE VENEER PER ARCH 8" BOND BEAM W/ (2)-#5 CONT CONC SLAB PER PLAN 8" CURB W/ #5 @ 12" VERT (2) #5 CONT TOP #5 @ 12" HORIZ (1) MIN 20" HORIZONTAL SLIP CONNECTION BY CONTRACTOR REFER DEFERRED SUBMITTAL REQS ON S0.2 1'- 0 " M A X S0.2 1/4 HSS POST PER PLAN PL1/2"X8"X0'-8" W/ (4) 3/4" ⌀X 6" HEADED STUDS @ 5" OC ADD (3) #5 X 3'-0" EA WAY @ 6" OC @ EA EMBED 1/4CAP PL TO BMS CAP PL 1/2, SEAL WELD BEAMS PER PLAN, CONNS PER TYP DTLS, PROVIDE SEAL WELDS AND CAPS TYP1" GALV BAR GRATING CMU VENEER PER ARCH GROUT SOLID BEHIND 1/4 1/4 PL1/2"X8"X0'-8" W/ (4) 1/2"⌀X 6" HEADED STUDS @ 5" OC 8" BOND BEAM W/ (2)-#5 CONT CMU WALL PER PLAN CMU REINF PER PLAN OR SCHEDULE AS APPLICABLE GROUT SOLID BELOW GRADE, TYP BOND BREAKER #5 @ 12" OC EA WAY OUTSIDE FACE, TYP CONC WALL SEE PLAN T/SLAB EL 8" 7 5/8" PAVING OR FINISH GRADE PER CIVIL 2'-0" 1 '-6 " 10'-0" 2'-0" #5 @ 12" OC EACH WAY TOP & BOT CENTERLINE OF CMU WALL 1'-3 5/8" #5 @ 8" OC VERT & # 5 @ 12" OC HORIZ INSIDE FACE, TYP CMU WALL PER PLAN CMU REINF PER PLAN OR SCHEDULE AS APPLICABLE PROVIDE 180° HOOK AT BOTTOM OF CONC BEAM CONC SLAB PER PLAN SEE PLAN T/SLAB EL VENEER PER ARCH CONC BEAM PER PLAN REINF PER SCHEDULE 5 1 /2 " 9 " 1 1 /2 " PL1/2"x4"x16" W/ (2) 3/4"x6" STUDS @ 4'-0" OC. SPACE PLATES SO THAT LEDGER ANGLE CANTILEVERS NO MORE THAN 6". GALV PL1/2"x8"x8" CONT LEDGER 5/16TYP SEE PLAN T/SLAB EL CMU WALL PER PLAN (NO CMU @ SIM) CONC SLAB PER PLAN FTG AND REINF PER PLAN AND SCHED BOND BREAKER COLUMN PER PLAN CONC SLAB PER PLAN 1/2" ⌀HEADED STUDS X 4" LONG @ 1'-4" OC EACH FACE WHERE EMBEDED IN MASONRY POLYSTYRENE RIGID FOAM BASE PL 3/4"X10"X0'-10" W/ (4) 3/4" DIA ANCHOR BOLTS W/ 8" EMBED 1 1/2"1 1/2" 1/4 ENCASE IN CONCRETE BELOW SLAB W/ #4 EA CORNER AND #4 X @ 12" OC 3" MIN TYP SEE PLAN T/SLAB EL SEE PLAN T/SLAB EL CMU WALL PER PLAN CONC SLAB PER PLAN CMU REINF PER PLAN OR SCHEDULE AS APPLICABLE BOND BREAKER POLYSTYRENE RIGID FOAM SEE CONCRETE CONSTRUCTION NOTES ON FTG AND REINF PER PLAN AND SCHED SEE PLAN T/SLAB EL CONC SLAB PER PLAN BOND BREAKER S0.2 EMBED PL1/2"x8"x0'-8" W/ (4) 1/2"⌀x5" LONG HEADED STUDS @ 5" OC HSS GIRT PER PLAN CMU WALL PER PLAN CMU REINF PER PLAN OR SCHEDULE AS APPLICABLE 3/16 3 MIN 3/16 3 MIN CMU WALL PER PLAN VENEER PER ARCH SECURITY MESH PER ARCH CONT GALV L4X4X3/8 EMBED PL1/2"X6"X0'-8" @ 4'-0" OC W/ (2) 1/2" ⌀X 4" LONG HEADED STUDS @ 5" OC 1/4 3 MIN 1/4 3 MIN 8" BOND BEAM CMU WALL PER PLAN SECURITY MESH PER ARCH CONT GALV L4X4X3/8 EMBED PL1/2"X4 3/4"X0'-6" W/ (2) 1/2" ⌀ X 4" LONG HEADED STUDS @ 4" OC 1/4 3 MIN 8" BOND BEAM BEAM PER PLANPL3/8"X4"X0'-6" EA SIDE W/ (2) 1/2" ⌀BLIND BOLTS IN SSH 1 1 /2 " 3 " 1 1 /2 " 1/2" CLR 2"1 1/2" 1/4" CAP PL 1" TYP 1 " T Y P 1/4 SLAB PER PLAN SEE PLAN T/SLAB EL BEAM PER PLAN. REINFORCING PER SCHEDULE OR SECTION AS APPLICABLE CMU WALL PER PLAN CMU REINF PER PLAN OR SCHEDULE AS APPLICABLE PROVIDE 180° HOOK AT TOP OF CONC BEAM 8" BOND BEAM DEVELOP BEAM TOP BARS INTO SLAB 180° HOOK, TYP WALL ABOVE @ SIMSLAB PER PLAN SEE PLAN T/SLAB EL BEAM PER PLAN CMU COLUMN PER PLAN CMU REINF PER PLAN OR SCHEDULE AS APPLICABLE PROVIDE 180° HOOK AT TOP OF CONC BEAM 8" BOND BEAM 4 " 4 " PER PLAN SEISMIC GAP NOTE: CONTRACTOR TO VERIFY (E) FLOOR SLAB CONSTRUCTION AND CONFIRM DETAIL WITH ENGINEER PRIOR TO INSTALLATION D E P T H , V I F M A T C H (E ) S L A B #5 BARS @ 12" OC TOP & BOT EMBED IN EPOXY 8" IN EXISTING SLAB SLAB PER PLAN EXPANSION JOINT ASSEMBLY, RECESS AT SLAB EA SIDE AS REQ'D BY MFR (2) #5 CONT TOP & BOT SEE PLAN T/SLAB EL FLOOR SLAB EXTENSION THROUGH (E) VENEER (E) FLOOR SLAB, VIF SOFFIT PER ARCHJOINT COVER PER ARCH BEAM PER PLAN SLAB PER PLAN SECURITY BARS PER ARCH SKYLIGHT PER ARCH S5.1 34 SEE PLAN T/SLAB EL 3 " 3 " 1 '-4 " 3 " 3 " (4)#8 CONT TOP & BOT. SPLICE ONLY OVER CMU WALL BELOW USING COUPLERS. OFFSET SPLICES BY 1'-0" MIN. 1 1/2" TYP #4 TIES @ 6" OC 7 5/8" CMU WALL PER PLAN CMU REINF PER PLAN OR SCHEDULE AS APPLICABLE L A P S P L I C E P E R S C H E D U L E CONC SLAB PER PLAN OPENING PER ARCH CONT CONC BEAM PER PLAN (B8x28) NOTE: BEAM & SLAB TO BE POURED MONOLITHICALLY CMU DOWELS W/ 180° HOOK IN BEAM BELOW 1 CMU WALL PER PLAN CMU REINF PER PLAN OR SCHEDULE AS APPLICABLE PROVIDE 180° HOOK AT BOTTOM OF CONC BEAM CONC SLAB PER PLAN VENEER PER ARCH GALV PL3/8"x8"x8" CONT LEDGER CONT C8X11.5 W/ 3/4"⌀x6" STUDS @ 4'-0" OC 5/16TYP 3 " 3 "1 1 /2 " 9 " 1 1 /2 " PL1/2"x4"x12" W/ (2) 3/4"⌀x6" STUDS @ 4'-0" OC. SPACE PLATES SO THAT LEDGER ANGLE CANTILEVERS NO MORE THAN 6". 8" BOND BEAM (2)#6 CONT TOP & BOT W/ #4 TIES @ 12" OC. TERMINATE EACH END WITH STANDARD HOOK. DOOR PER ARCH. ANCHORAGE BY SUPPLIER. DO NOT CUT REINF. CONC BEAM PER PLAN (B8x28A). EXTEND 1'-4" MIN BEYOND EACH EDGE OF OPENING BELOW. NOTE: BEAM & SLAB TO BE POURED MONOLITHICALLY 1 '-1 0 " GRIND SMOOTH 4.5 3 " 3 " 1 '-8 " 3 " 3 " (4)#8 CONT TOP & BOT. TERMINATE EACH END WITH STANDARD HOOK. 1 1/2" TYP #4 TIES @ 6" OC 7 5/8" CMU WALL PER PLAN CMU REINF PER PLAN OR SCHEDULE AS APPLICABLE L A P S P L I C E P E R S C H E D U L E OPENING PER ARCH CONC BEAM PER PLAN (B8x32) EXTEND 2'-0" MIN BEYOND EACH EDGE OF OPENING BELOW. CMU DOWELS W/ 180° HOOK IN BEAM BELOW 2 '-8 " WALL BRIDGING @ 4'-0" OC, MAX, PER TYPICAL DETAIL HEADER PER PLAN OR SCHED AS APPLICABLE STEEL BEAM PER PLAN DEFLECTION AND DRIFT CLIP PER TYPICAL DETAIL DECK EDGE ANGLE PER PLAN WALL STUD PER PLAN OR SCHED AS APPLICABLE SILL TRACK PER SCHED & ANCHORAGE PER TYPICAL DETAIL WINDOW SILL PER SCHED CONT TOP TRACK PER SCHED SEE PLAN T/SLAB EL SEE PLAN T/STL EL PER ARCH T/PARAPET EL FULL HT STUDS EA SIDE OF OPENING PER SCHED STUD CONNECTION PER TYPICAL DETAIL HEADER PER PLAN OR SCHED AS APPLICABLE OPENING WIDTHOPENING WIDTH SILL CONNECTION PER TYPICAL DETAIL HEADER CONNECTION PER TYPICAL DETAIL HEADER CONNECTION PER TYPICAL DETAIL LIGHT MONITORS EXTERIOR METAL WALL STUD SCHEDULE LOCATION NOTES: 1. ALL FRAMING MEMBERS SHALL BE FORMED FROM STEEL WITH A MINIMUM YIELD STRENGTH OF 33 KSI FOR 18 & 20 GA STEEL AND 50 KSI FOR 12, 14, AND 16 GA STEEL. 2. ALL EXTERIOR STUD WALLS SHALL HAVE LATERAL BRACING INSTALLED AT A MAXIMUM OF 48" OC. 3. FASTEN STUDS TO BOTTOM & TOP TRACKS W/ (1)-#10 TEK SCREW EA SIDE, TYP. 4. AT LOCATIONS WITH STRUCTURAL STEEL FRAMING ABOVE WALL, PROVIDE SLOTTED SLIP TRACK WITH 2-1/2" FLANGES TO MATCH WALL STUD SIZE AND GAGE, 16 GAGE MINIMUM. TYPICAL UNLESS NOTED AS BEARING ON ELEVATIONS. 6" -18 GA @ 16" OC (600S162-43) STUD SIZE & SPACING 6" -18 GA TRACK (600T125-43) TRACK SIZE (TOP & BOTTOM)COMMENTS - WALL STUD BRC6 X 5-1/2". ATTACH TO STUD W/ (2)-#10 SCREWS. ATTACH TO 150CRC-54 W/ (2)-#10 SCREWS. 150CRC-54, U-CHANNEL SPACED @ 48" OC, TYP SPLICE U-CHANNEL W/ 12" LG INVERTED 150CRC-54 CENTERED ON SPLICE ATTACHED TO EA SIDE OF SPLICE W/ 3-#10 TEK SCREWS (6 TOTAL SCREWS) NOTES: 1. BRACING SHALL BE APPLIED AT ALL EXTERIOR WALL LOCATIONS. 2. PROVIDE SIMILAR DETAIL AT BRIDGING TERMINATIONS AT JAMB STUDS OR BUILT-UP POSTS. WHERE PIPES INTERRUPT BRIDGING, PROVIDE 14 GA x 1 1/2" WIDE FLAT STRAP EA SIDE OF AFFECTED STUD AND EXTEND 32" BEYOND AFFECTED STUD IN EA DIRECTION. FASTEN FLAT STRAP TO STUDS W/ (2)-#10 SCREWS AT EA LOCATION. FULL HEIGHT STUDS PER TYP JAMB DETAIL EXTEND WEB OF EA HEADER STUD AS SHOWN & PROVIDE (5)-#10 SCREWS @ EA STUD, TYP HEADER PER TYP DETAIL AND SCHED FRAMING ABOVE TRACK NOT SHOWN FOR CLARITY JAMB CLOSURE TRACK EXTENDS FULL HEIGHT STIFF CLIP AL600 W/ (4)-#12 SCREWS TO HEADER & (4)-#12 SCREWS TO JAMB TOP & BTM AT OPENINGS D, E, & F. STIFF CLIP AL800 W/ (5)-#12 SCREWS TO HEADER & (5)-#12 SCREWS TO JAMB TOP & BTM AT OPENING G STUD PER SCHEDULE #10 TEK SCREW EA SIDE OF EACH STUD TRACK PER WALL STUD SCHEDULE 3/8"Ø x 3 1/2" HILTI KWIK HUS-EZ @ 24" OC (ESR-3027) ATTACH STUDS TO TRACKS W/ #10 TEK SCREWS @ 12" OC IN EA LEG, TYP FULL HEIGHT 600T125-43 TRACK FULL HEIGHT 600S162-43 STUD ATTACH STUDS BACK-TO- BACK W/ (2) #10 TEK SCREWS @ 12" OC IN EA LEG, TYP NOTES: SEE SECTIONS AND DETAILS FOR LOCATIONS AND NUMBER OF CONNECTORS CONNECTOR SUBSTRATE DESCRIPTION PRODUCT SCREWS METAL TRACK #10-16 x 5/8" PAN HEAD BUILDEX "TEKS" COMPASS "DARTS" GRABBER SELF DRILLING STUD-TO-STUD #10-16 x 5/8" HEX HEAD BUILDEX "TEKS" COMPASS "DARTS" GRABBER SELF DRILLING METAL-TO- STRUC. STEEL #12-24 x 1-1/4" HEX HEAD, #5 TIP BUILDEX "TEKS" HILTI KWIK-PRO WOOD FRAMING OR PLYWOOD #14-20 x 2-3/4" PHILLIPS FLAT HEAD, #4 WINGS BUILDEX "TEKS" HILTI KWIK-PRO CONCRETE OR GROUTED CMU 1/4"Ø x 1-3/4"HILTI KWIK-CON II+ PDF CONCRETE OR GROUTED CMU @ EXT WALLS 0.157"Ø x 1-1/2"HILTI X-U STRUCTURAL STEEL 0.157"Ø x 5/8"HILTI X-U CONCRETE @ INT WALLS 0.118"Ø x 3/4"HILTI X-GN 600S162-## (MATCH STUD GAUGE) ###T125-43 TOP & BTM (MATCH WALL WIDTH) ATTACH WALL TRACK ABOVE TO EACH HEADER MEMBER W/ #10 TEK SCREWS @ 12" OC STUD JOIST, HEADER, OR RAFTER. CENTER OPENINGS IN WEB. REINFORCEMENT REQUIRED FOR PENETRATIONS GREATER THAN PUNCH-OUT DEPTH. NO REINFORCEMENT REQUIRED FOR PENETRATIONS WITH A DIAMETER LESS THAN OR EQUAL TO PUNCH-OUT DEPTH, EXCEPT AS NOTED BELOW. NOTES: 1. FLANGES SHALL NOT BE NOTCHED OR CUT. 2. CAPACITY VERIFICATION BY DESIGN IS REQUIRED FOR ANY OPENINGS LOCATED AT CONCENTRATED LOADS AND BEARING ENDS 3. CONSULT THE MANUFACTURER FOR UNPUNCHED MEMBERS. 10" LONG STUD W/ SCREWS @ EA END AS SHOWN. GAUGE, WIDTH, AND DEPTH TO MATCH TRACK TRACK (3)-#10 TEK SCREWS EA SIDE OF SPLICE, TYP JAMB STUDS STIFF CLIP AL600 W/ (3)-#12 SCREWS TO SILL & (3)-#12 SCREWS TO JAMB AT OPENING F SILL PER SCHEDJAMB STUDS PER SCHEDULE STIFF CLIP AL600 W/ (3) #12 SCREWS TO JAMB AND (3) 0.175"Ø X 1 1/2" HILTI X-U TO SLAB AT OPENINGS A-F STIFF CLIP AL800 W/ (3) #12 SCREWS TO JAMB AND (3) 0.175"Ø X 1 1/2" HILTI X-U TO SLAB AT OPENING G TRACK PER SCHEDULE WALL STUD PER SCHEDULE SEE PLAN T/SLAB EL 600T125-43 TRACK SLAB ON GRADE #10 SCREW EA SIDE @ EA STUD 3/8"Ø x 3 1/2" HILTI KWIK HUS-EZ @ 24" OC (ESR-3027) A ANCHORAGE AT CURB B ANCHORAGE AT SLAB EXTERIOR METAL STUD WALL PER ELEVATION CONT TRACK (###T125-##) WITH #10 SCREW EACH FLANGE. MATCH STUD WIDTH & GAGE, UON EQ EQ SHEATHING PER ARCH EXTERIOR SIDE SLAB ON GRADE OR SLAB ON METAL DECK#10 SCREW EA SIDE @ EA STUD 3/8"Ø x 3 1/2" HILTI KWIK HUS-EZ @ 24" OC (ESR-3027). DO NOT CUT SLAB REINF. EXTERIOR METAL STUD WALL PER ELEVATION CONT TRACK (###T125-##) WITH #10 SCREW EACH FLANGE. MATCH STUD WIDTH & GAGE, UON SHEATHING PER ARCH A R C H P E R EQ EQ HSS BEAM #10 SCREW CENTERED IN SLOT AT EACH STUD, EACH FLANGE, TYP 54 MILS (MIN) SLOTTED DEFLECTION TRACK WITH 2½" LEG (1½" VERT SLOT) W/ HILTI XU (0.157" Ø) PAF @ 16" OC STAGGERED METAL STUD WALL T&B 1 " G A P CONT TRACK (###T125-##) WITH #10 SCREW EACH FLANGE. MATCH STUD WIDTH & GAGE, UON METAL STUD WALL A TYPICAL CONT TOP TRACK (###T125-##) WITH #10 SCREW EACH FLANGE. MATCH STUD WIDTH & GAGE, UON B FIXED TOP STIFFCLIP CL W/ (4) #12 SCREWS (2) HILTI XU (0.157" Ø) PAF IN STIFFCLIP MIDDLE GUIDE HOLES TO TRACK SEE ARCH HILTI XU (0.157" Ø) PAF @ 16" OC STAGGERED FIRE PROTECTION SYMBOLS 3D DFP DFP COMBINATION FIRE AND DOMESTIC WATER DESCRIPTIONSCHEMATIC FIRE PROTECTION DRYDSDS FIRE PROTECTION OTHERFF FIRE PROTECTION PRE-ACTIONPAPA FIRE PROTECTION WETWSWS FIRE DEPARTMENT CONNECTION FIRE PROTECTION RISER ALARM VALVE, DRY ALARM VALVE, WET SPRINKLER HEAD, PENDANT SPRINKLER HEAD, PENDANT SPRINKLER HEAD, SIDE WALL FLOW SWITCH PRESSURE SWITCH FS PS OS&Y VALVE OS&Y VALVE (INDICATING) ITEM TO BE DEMOLISHED - (D) or DEMO ABOVE GROUND PIPING PIPE SIZE TAG (DIAMETER WITH SYSTEM NAME) PIPING ANNOTATIONS 18" CWS 18" CWS BELOW GROUND PIPING 3DSCHEMATIC EXISTING TO REMAIN - (E) or EXIST PIPE SLOPE1/8" / 12" SLOPE 1/8" / 12" SLOPE INVERT: -93' -1"INVERT: -93' -8"PIPE INVERT ELEVATION DDC-xx MECHANICAL EQUIPMENT TAG MECHANICAL EQUIPMENT CLEARANCE DESCRIPTION PIPING VALVES AND FITTINGS 3D DESCRIPTIONSCHEMATIC PIPE DROP PIPE RISE PIPE TEE DOWN PIPE TEE UP PIPE ALIGNMENT GUIDE PIPE ANCHOR EXPANSION JOINT PIPE CAP UNION DIRECTION OF PIPE PITCH AQUASTAT EXPANSION LOOP BALANCING VALVE BALANCING VALVE W/ METERING POINTS BALL VALVE BUTTERFLY VALVE CHECK VALVE STEAM TRAP CONCENTRIC REDUCER ECCENTRIC REDUCER FLEXIBLE CONNECTION FLOW DIRECTION GATE VALVE MANUAL AIR VENT AUTOMATIC AIR VENT PLUG VALVE PRESSURE GAUGE SOLENOID VALVE ANGLE VALVE AUTOMATIC CONTROL VALVE 2-WAY AUTOMATIC CONTROL VALVE 3-WAY AUTOMATIC FLOW CONTROL VALVE STRAINER PRESSURE AND TEMPERATURE TEST PORTP T THERMOMETER PRESSURE REDUCING VALVE (WATER SYSTEMS) PRESSURE REGULATING VALVE (GAS SYSTEMS) RELIEF VALVE FLOW MEASURING DEVICE BACKFLOW PREVENTER CIRCUIT SETTER UNION * NOTE * ALL NOTES ON THIS SHEET ARE APPLICABLE TO ALL OTHER SHEETS IN THIS SET. THE SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET MAY OR MAY NOT BE APPLICABLE IN THIS SET OF DRAWINGS. POINT OF DISCONNECT - DEMOLITION REMOVED FROM EXISTING AREA NOT IN CONTRACT GENERAL SYMBOLS POINT OF CONNECTION - NEW CONNECTS TO EXISTING © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 8 : 1 4 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS GENERAL NOTES, FIRE PROTECTION SYMBOLS & ABBREVIATIONS FP0.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 GENERAL FIRE PROTECTION NOTES 1 THIS CONTRACTOR SHALL COORDINATE PHASING OF SPRINKLER WORK WITH THE GENERAL CONTRACTOR PRIOR TO STARTING WORK. 2 PROVIDE A COMPLETE DRY PIPE SINGLE-INTERLOCK PRE-ACTION SPRINKLER SYSTEM AS REQUIRED TO ACCOMMODATE THE FLOOR PLAN AND CEILING TYPES INCLUDING MAINS, BRANCHES, HEADS, VALVES, AND ACCESSORIES AS REQUIRED. THE SYSTEM SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS OF THE STATE BUILDING CODE, LOCAL FIRE DEPARTMENT, AND ALL FEDERAL, STATE, AND LOCAL AUTHORITIES, NFPA, AND FACTORY MUTUAL. 3 THE SPRINKLER SYSTEM SHALL BE DESIGNED BASED UPON ACTUAL WATER FLOW TEST DATA OBTAINED AT OR NEAR THE JOB SITE. 4 REFER TO REFLECTED CEILING PLANS FOR ADDITIONAL INFORMATION REGARDING SPRINKLER HEAD LOCATION AND PIPE, UNLESS NOTED OTHERWISE. 5 DIVISION 21 CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL CONTRACTOR FOR PROPER INSTALLATION OF THE FIRE PROTECTION SYSTEMS ALARM DEVICES INVOLVED WITH FIRE SPRINKLER SYSTEM. 6 ALL SPRINKLER SYSTEM PIPING SHALL BE CONCEALED ABOVE THE SUSPENDED CEILING SYSTEM, UNLESS NOTED OTHERWISE. WRITTEN AUTHORIZATION SHALL BE OBTAINED FROM THE ARCHITECT PRIOR TO EXPOSING ANY PIPING IN ANY ROOM WHICH HAS A SUSPENDED CEILING. 7 THIS CONTRACTOR SHALL PROVIDE ALL ADDITIONAL SPRINKLER HEADS AS REQUIRED TO ENSURE AN APPROVED FIRE PROTECTION SYSTEM AT NO ADDITIONAL COST TO THE OWNER. 8 AUXILIARY DRAINS SHALL BE EXPOSED WITH 1" DRAIN VALVES. WHEN 5 OR MORE GALLONS ARE TRAPPED, THIS CONTRACTOR SHALL PROVIDE FIXED PIPING TO AN ADEQUATELY SIZED RECEPTOR WHICH IS CAPABLE OF ACCEPTING THE FULL FLOW OF THE DRAIN. WHEN LESS THAN 5 GALLONS ARE TRAPPED, A HOSE BIB SHALL BE PROVIDED AT THE DRAIN VALVE. 9 AUXILIARY DRAINS SHALL NOT BE LOCATED ABOVE PLASTER OR GYPSUM BOARD CEILING SYSTEMS. ONLY BY A SPECIFIC WRITTEN INSTRUCTION FROM THE ENGINEER WILL A VARIANCE BE PROVIDED. 10 AN INSPECTOR'S TEST CONNECTION SHALL BE PROVIDED FOR EACH FIRE SPRINKLER ZONE. THIS CONTRACTOR SHALL PROVIDE FIXED PIPING FROM THE TEST CONNECTION TO AN ADEQUATELY SIZED RECEPTOR WHICH IS CAPABLE OF ACCEPTING THE FULL FLOW OF THE TEST. EXTERIOR DISCHARGE OF THE TEST CONNECTION SHALL BE PERMITTED ONLY BY SPECIFIC WRITTEN INSTRUCTION FROM THE ENGINEER. 11 SHOW ALL ROOM NUMBERS ON SHOP DRAWING PLANS. 12 ROUTE SPRINKLER PIPING SUCH THAT IT DOES NOT RUN ABOVE ELECTRICAL PANELS, SWITCHGEAR, OR SIMILAR EQUIPMENT. SPRINKLER MAINS SHALL NOT RUN THROUGH ELECTRICAL OR COMMUNICATION ROOMS. SPRINKLER HEADS IN THESE ROOMS SHALL BE SERVED BY A DEDICATED BRANCH LINE FOR EACH ROOM. 13 THIS DRAWING INDICATES A GENERAL PIPING ARRANGEMENT AND SUGGESTED SIZING ONLY. THIS CONTRACTOR SHALL DETERMINE THE ACTUAL PIPE SIZING REQUIRED AND COORDINATE WORK WITH ALL OTHER TRADES TO AVOID CONFLICTS. 14 THIS CONTRACTOR SHALL PREPARE HYDRAULIC CALCULATIONS BASED UPON THE CONFIGURATION OF THE ACTUAL SYSTEM DESIGN AS SHOWN ON THIS CONTRACTOR'S SHOP DRAWINGS. 15 ALL SPRINKLER HEADS THROUGHOUT ENTIRE SPACE SHALL BE OF INSTITUTIONAL TYPE. SHEET INDEX FP0.1 GENERAL NOTES, FIRE PROTECTION SYMBOLS & ABBREVIATIONS FP1.1 FIRE PROTECTION PLAN, LEVEL 1 FP1.2 FIRE PROTECTION PLAN, LEVEL 2 FP2.1 ENLARGED PLANS & DETAILS (D) DEMOLISHED (E) EXISTING (R) RELOCATED Ø DIAMETER AAP ALARM ANNUNCIATOR PANEL ACC ACCESSIBLE ADO AUTOMATIC DOOR OPENER AFC ABOVE FINISHED COUNTER AWG AMERICAN WIRE GAUGE BAS BUILDING AUTOMATION SYSTEM BAT BATTERY BC BARE COPPER BFF BELOW FINISH FLOOR C CONDUIT CD CONSTRUCTION DOCUMENTS CF CUBIC FEET CKT CIRCUIT COMM COMMUNICATIONS DB DECIBEL DC DIRECT CURRENT EA EACH ELEV ELEVATOR F.V.FIELD VERIFY FA FIRE ALARM FAA FIRE ALARM ANNUNCIATOR FACP FIRE ALARM CONTROL PANEL FD FIRE DAMPER FDC FIRE DEPARTMENT CONNECTION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FHC FIRE HOSE CABINET FS FLOW SWITCH FSD FIRE SMOKE DAMPER HZ HERTZ (FREQUENCY) JB JUNCTION BOX MTD MOUNTED MTG MOUNTING NEC NATIONAL ELECTRIC CODE NOM NOMINAL PB PULL BOX PERP PERPENDICULAR PIV POST INDICATOR VALVE PNL PANEL PWR POWER RAD RADIUS RCP REFLECTED CEILING PLAN REF REFERENCE SD SMOKE DAMPER STOR STORAGE SUSP SUSPENDED SWBD SWITCHBOARD UG UNDERGROUND UL UNDERWRITERS LABORATORIES V VOLT VA VOLT-AMPERE W WIRE W WATT WG WIRE GUARD WP WEATHER-PROOF (NEMA 3R) ABBREVIATIONS 3/10/22 B C D E F G H 2 3 4 5 6 1 A 4.5 SALLYPORT 101 KITCHEN 102 HOUSING 8 BEDS 137 CHASE 136 HOUSING 6 BEDS 135 OUTDOOR RECREATION 134 OUTDOOR RECREATION 132 HOUSING 6 BEDS 131 HOUSING 8 BEDS 129 CHASE 130 DAYROOM 127 DAYROOM 133 OFFICER 126 HOUSING 6 BEDS 138 HOUSING 6 BEDS 128 CORRIDOR-1 124-1 CHASE C128 ELEC. 122 FIRE RISER 120 MECHANICAL 118 STAFF RR 117 CORRIDOR (SHELLED) 139 DISPATCH (SHELLED) 143 RADIO EQUIPMENT 140 ? ? HOLDING 111 ADA HOLDING 112HOLDING 110 HOLDING 109 BOOKING 108 PROPERTY STORAGE 106 IDF, SECURITY AND ELECTRONICS 104 MEDICAL EXAM 105 VEST. 114 ELEV. 113 CHASE C138 1 1 NIC NIC SEE CIVIL FOR CONTINUATION FP2.1 1 3 FP2.1 PROGRAMS 121 SHELL SPACE 123 1 1 3 FM-200 BOTTLE 6" FDC FIRE PROTECTION SYSTEMS LEGEND NEW AUTOMATIC DRY PIPE SINGLE- INTERLOCK PRE-ACTION SPRINKLER SYSTEM, LIGHT HAZARD, HYDRAULICALLY DESIGNED TO PROVIDE A DENSITY OF 0.1 GPM/SF OVER THE HYDRAULICALLY MOST REMOTE 1950 SF. UTILIZE INTERMEDIATE TEMPERATURE, QUICK-RESPONSE SPRINKLERS SPACED TO PROVIDE A MAXIMUM COVERAGE OF 130 SF. PROVIDE A HOSE ALLOWANCE OF 100 GPM. SPRINKLER SYSTEM DESIGN TO BE SUPPLIED BY INSTALLING CONTRACTOR AND SUBMITTED FOR ALL APPROVALS WITH LOCAL AGENCIES AS REQUIRED. SEE SECURITY DRAWINGS FOR WORK ON FIRE ALARM SYSTEMS. AUTOMATIC DRY PIPE SINGLE-INTERLOCK PRE-ACTION SPRINKLER SYSTEM, ORDINARY HAZARD, GROUP 1, HYDRAULICALLY DESIGNED TO PROVIDE A DENSITY OF 0.15 GPM/SF OVER THE HYDRAULICALLY MOST REMOTE 1950 SQUARE FEET. SPRINKLERS SHALL BE SPACED TO PROVIDE A MAXIMUM COVERAGE OF 130 SQUARE FEET. PROVIDE A HOSE ALLOWANCE OF 250 GPM. 1 AUTOMATIC DRY PIPE SINGLE-INTERLOCK PRE-ACTION SPRINKLER SYSTEM, ORDINARY HAZARD, GROUP 2, HYDRAULICALLY DESIGNED TO PROVIDE A DENSITY OF 0.2 GPM/SF OVER THE HYDRAULICALLY MOST REMOTE 1950 SQUARE FEET. SPRINKLERS SHALL BE SPACED TO PROVIDE A MAXIMUM COVERAGE OF 130 SQUARE FEET. PROVIDE A HOSE ALLOWANCE OF 250 GPM. 2 NOTE: ALL SPRINKLER HEADS THROUGHOUT THE BUILDING SHALL BE OF INSTITUTIONAL TYPE, SEE SPECIFICATIONS FOR DETAILS. NEW CLEAN AGENT FIRE PROTECTION SYSTEM, FM-200 OR APPROVED EQUIVALENT. 3 © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 8 : 2 0 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS FIRE PROTECTION PLAN, LEVEL 1 FP1.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 TR U E N SCALE:1/8" = 1'-0" FIRE PROTECTION PLAN, LEVEL 1 3/10/22 B C D E F G H 2 3 4 5 6 1 A 4.5 2 1 STORAGE 203 Space 132 CORR. 201 TEMP. HOLDING 205 ATTORNEY 204 FIRE PROTECTION SYSTEMS LEGEND NEW AUTOMATIC DRY PIPE SINGLE- INTERLOCK PRE-ACTION SPRINKLER SYSTEM, LIGHT HAZARD, HYDRAULICALLY DESIGNED TO PROVIDE A DENSITY OF 0.1 GPM/SF OVER THE HYDRAULICALLY MOST REMOTE 1950 SF. UTILIZE INTERMEDIATE TEMPERATURE, QUICK-RESPONSE SPRINKLERS SPACED TO PROVIDE A MAXIMUM COVERAGE OF 130 SF. PROVIDE A HOSE ALLOWANCE OF 100 GPM. SPRINKLER SYSTEM DESIGN TO BE SUPPLIED BY INSTALLING CONTRACTOR AND SUBMITTED FOR ALL APPROVALS WITH LOCAL AGENCIES AS REQUIRED. SEE SECURITY DRAWINGS FOR WORK ON FIRE ALARM SYSTEMS. AUTOMATIC DRY PIPE SINGLE-INTERLOCK PRE-ACTION SPRINKLER SYSTEM, ORDINARY HAZARD, GROUP 1, HYDRAULICALLY DESIGNED TO PROVIDE A DENSITY OF 0.15 GPM/SF OVER THE HYDRAULICALLY MOST REMOTE 1950 SQUARE FEET. SPRINKLERS SHALL BE SPACED TO PROVIDE A MAXIMUM COVERAGE OF 130 SQUARE FEET. PROVIDE A HOSE ALLOWANCE OF 250 GPM. 1 AUTOMATIC DRY PIPE SINGLE-INTERLOCK PRE-ACTION SPRINKLER SYSTEM, ORDINARY HAZARD, GROUP 2, HYDRAULICALLY DESIGNED TO PROVIDE A DENSITY OF 0.2 GPM/SF OVER THE HYDRAULICALLY MOST REMOTE 1950 SQUARE FEET. SPRINKLERS SHALL BE SPACED TO PROVIDE A MAXIMUM COVERAGE OF 130 SQUARE FEET. PROVIDE A HOSE ALLOWANCE OF 250 GPM. 2 NOTE: ALL SPRINKLER HEADS THROUGHOUT THE BUILDING SHALL BE OF INSTITUTIONAL TYPE, SEE SPECIFICATIONS FOR DETAILS. NEW CLEAN AGENT FIRE PROTECTION SYSTEM, FM-200 OR APPROVED EQUIVALENT. 3 © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 8 : 2 2 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS FIRE PROTECTION PLAN, LEVEL 2 FP1.2 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 TR U E N SCALE:1/8" = 1'-0" FIRE PROTECTION PLAN, LEVEL 2 3/10/22 SMOKE CONTROL PANEL (BY DIV 28) FIRE ALARM PANEL (BY DIV 26) FIRE PROTECTION SYSTEM BACKFLOW PREVENTER FIRE RISER 2 FP2.1 TO FDC SEE FP1.1 FOR CONTINUATION FIRE ENTRANCE DRY SYSTEM TO SERVE BUILDING TO FIRE ENTRANCE SEE FP1.1 FOR CONTINUATION PACK ANNULAR SPACE W/ ROCK WOOL OR FIBEROUS BATTS PROVIDE CONCRETE THRUST BLOCK OR OTHER APPROVED THRUST RESTRAINT IN ACCORDANCE W/ NFPA 24 RESTRAINING CLAMP & TIE RODS SET FLANGE PLUMB & TRUE @ 12" AFF FOR TESTING OF UNDERGROUND MAIN & EXTENSION BY INTERIOR CONTRACTOR VERIFY MINIMUM DEPTH OF BURY W/ WATER AUTHORITY EXTERIOR WALL FOOTING ABOVE SERVICE PIPE COORD. WITH STRUCTURAL FINISHED GRADE FINISHED FLOOR NOTE: SERVICE PIPE FROM INTERFACE POINT THRU FLANGE @ 12" AFF SHALL BE CLASS 52 DUCTILE SLEEVE & LINK SEAL 16 OS & Y VALVE FIRE PROTECTION LINE TO RISER ROOM FINISHED FLOOR REDUCED PRESSURE ZONE BFP ASSEMBLY. INSTALL PER MFR RECOMMENDATIONS AND AHJ. FIRE PROTECTION SHALL BE SIZED AND INSTALLED PER NFPA 13 (SEE DIVISION 21 SPECIFICATION) PIPE SUPPORT (TYP) ROUTE TO NEAREST FLOOR DRAIN FIRE LINE FROM BUILDING ENTRY DRIP CUP MAIN DRAIN, ROUTE DRAIN PIPING TO NEAREST FLOOR DRAIN SUPERVISED INDICATING VALVE PREACTION VALVE AND TRIM, COMPLETE WITH AIR PRESSURE SUPERVISORY SWITCH, ALARM PRESSURE SWITCH AND DRAIN MANIFOLD. INSTALL CENTER LINE OF PREACTION VALVE APPROXIMATELY 5'-0" ABOVE FINISHED FLOOR. TO FDC © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 8 : 2 2 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS ENLARGED PLANS & DETAILS FP2.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 SCALE:3/8" = 1'-0"FP2.1 1 ENLARGED PLAN - FIRE RISER ROOM NO SCALEFP2.1 3 FIRE PROTECTION ENTRY DETAIL SCALE:1/8" = 1'-0"FP2.1 4 FIRE PREACTION RISER AND RPBP VAVLE ASSEMBLY 3/10/22 B C D E F G H 2 3 4 5 6 1 A 4.5 DAYROOM 133 CHASE C138 HOUSING 8 BEDS 137 CHASE 136 HOUSING 6 BEDS 135 CHASE C128CORRIDOR-1 124-1 OUTDOOR RECREATION 134 HOUSING 6 BEDS 128 CHASE C109 HOLDING 110 CHASE C111 HOLDING 111 FIRE RISER 120 HOLDING 109 PROPERTY STORAGE 106 OFFICER 126 OUTDOOR RECREATION 132 HOUSING 8 BEDS 129 HOUSING 6 BEDS 131 CHASE 130 DISPATCH (SHELLED) 143 CORRIDOR (SHELLED) 139 MEDICAL EXAM 105 ELEV. 113 BOOKING 108 ADA HOLDING 112 SALLYPORT 101 KITCHEN 102 IDF, SECURITY AND ELECTRONICS 104 RADIO EQUIPMENT 140 VEST. 114 STAFF RR 117 STAIR 116 STORAGE 115 ELEC. 122 MECHANICAL 118 DAYROOM 127 HOUSING 6 BEDS 138 CELL 98 CELL 49 LAUNDRY 55 CORRIDOR 69 FEMALE REC YARD 44 CELL 48 SALLYPORT 50 FCO 3" GW TO GREASE INTERCEPTOR (PROVIDED BY CIVIL). SEE CIVIL FOR CONTINUATION. I.E. = 5'-0" BFF FCO 3" AD-1 3" AD-1 FCO FCO FD-2 FCO FD-2 4" W UP FCO FCO FD-2 FD-2 FD-2 FCO FD-1 FD-1 3" FS-1 TD-1 OWS-1 FCO FCO FCO FCO 6" W. SEE CIVIL FOR CONTINUATION. I.E. = 5'-11" BFF 4" W 4" W UP 4" W UP 2" W UP1 4" W UP 1 2" W UP 2 2" V UP 4" W 6" W 4" W UP 2" W UP (TYP 2) 4" W UP 2" V UP 4" W 2" W 4" W 4" W 4" W UP 2" V UP 4" W 6" W. SEE CIVIL FOR CONTINUATION. I.E. = 6'-0" BFF 6" W 4" W 2" W 2" W 6" W 4" W 2" V UP 4" W UP 2" V UP 2" V UP 2" V UP 2" V UP SP-1 2" FM UP 4" SD UP 3" SD. SEE CIVIL FOR CONT. I.E. = 1'-8" BFF. 4" SD. SEE CIVIL FOR CONT. I.E. = 1'-6" BFF. 4" SD UP 4" SD. SEE CIVIL FOR CONT. I.E. = 1'-6" BFF. NIC NIC 3" CW. SEE CIVIL FOR CONT 6" F. SEE CIVIL FOR CONT 6" F UP FD-2 3" FS-1 3" FS-2 2" FD-2 3" FS-1 3" FS-1 2" FD-2 2" V UP 2" V UP 3" FS-1 3" W 25 P5.1 3" FS-1 2" W UP 2" W UP 2" W UP 3" CW UP 2" V FCO 3" V 3" V FCO FD-1 WC-2 FCO FCO 3" W 3" W 2" V 2" V MS-1 KEY NOTES CAP WASTE AT FLOOR FOR FUTURE FIXTURE CONNECTION. 1 PROVIDE ROUGH-IN FOR FUTURE FLOOR DRAIN AT THIS LOCATION. 2 © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 9 : 0 5 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS UNDERGROUND PLUMBING PLAN P1.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 TR U E N SCALE:1/8" = 1'-0" UNDERGROUND PLUMBING PLAN 3/10/22 B C D E F G H 2 3 4 5 6 1 A 4.5 DAYROOM 133 CHASE C138 HOUSING 8 BEDS 137 CHASE 136 HOUSING 6 BEDS 135 CHASE C128 CORRIDOR-1 124-1 OUTDOOR RECREATION 134 HOUSING 6 BEDS 128 CHASE C109 HOLDING 110 CHASE C111 HOLDING 111 FIRE RISER 120 HOLDING 109 PROPERTY STORAGE 106 OFFICER 126 OUTDOOR RECREATION 132 HOUSING 8 BEDS 129 HOUSING 6 BEDS 131 CHASE 130 DISPATCH (SHELLED) 143 CORRIDOR (SHELLED) 139 MEDICAL EXAM 105 ELEV. 113 BOOKING 108 ADA HOLDING 112 SALLYPORT 101 KITCHEN 102 IDF, SECURITY AND ELECTRONICS 104 WORKROOM (SHELLED) 141 RADIO EQUIPMENT 140 VEST. 114 STAFF RR 117 STAIR 116 STORAGE 115 ELEC. 122MECHANICAL 118 DAYROOM 127 HOUSING 6 BEDS 138 CELL 98 CELL 49 LAUNDRY 55 CORRIDOR 69 ROOM 68 FEMALE REC YARD 44 CELL 48 CORRIDOR 99 SALLYPORT 50 SH-2 SH-1 C-1 C-1 SH-1 C-1 SH-1 C-1 SH-1 C-2 C-3 SH-2 L-2 L-2 C-3 C-1 C-1 C-1 P3.1 1 1 2 1 2 1 2 1 2 AC-1 3 3 1 2 1 2 4 1-1/4 CW/HW, 3/4" HWC TO KITCHEN FD-2 FD-2 FD-2 FD-2 TD-1 TP-1 TP-1 6 5 7 TP-1 3" VTR 8 8 8 CO 4" W DN 3" VTR 8 3" V 2" V FD-2 FD-2 8 8 3" V 2" V 3" VTR 8 3" VTR 3" VTR CAP 2" VENT LINE FOR FUTURE CONNECTION. 8 9 10 2 1/2" CW 3/4" HW 3/4" HWC 1 1/2" HW 3/4" HWC 1" HW 2" CW 1 1/4" HW 2 1/2" CW 3/4" HWC 2 1/2" CW 2 1/2" CW 1" HW 3/4" HWC 1 1/4" HW 3/4" HWC 3/4" HW 2" CW 1 1/2" HW 2 1/2" CW 3" CW, 2" HW, AND 1" HWC TO MECH RM 11 12 4" DSN-1 4" OSD UP 4" SD UP 4" SD DN 13 4" OSD UP 4" SD UP 4" SD DN 13 4" DSN-1 14 NIC NIC 15 3" CW 16 8 3" FS-1 FIRE RISER TEST DRAIN STANDPIPE 25 P5.1 P3.1 2 3" V 2" V 3" V 2" V 2" V 3/4" HWC 3/4" HWC 2" CW, 1/2" HW/HWC TO STAFF RR 3" CW TO MECH RM 2" W UP 3" W UP CO 1" MAKEUP CW TO BOILER 1" BOILER MAKEUP 3" W 17 18 1 1/4" CW 1 1/4" HW 3" VTR FCO 2 1/2" CW AC-2 FCO FCO FCO FCO FCO FCO FCO FCO FCO FCO AD-1 AD-1 19 19 1 1/2" HW 3/4" CW HB-1 HB-1 20 20 HB-1 HB-1 3/4" CW UP TO RH-1 1 GPM 2" HW 3/4" HWC FD-1 WC-2 21 (2) 2" V DN, 3" VTR FCO KEY NOTES CW/HW DN IN CHASE. PROVIDE SHUT-OFF VALVES FOR WHOLE CHASE VALVE AT ACCESSIBLE LOCATION INSIDE CHASE. ROUTE CW/HW TO SERVE ALL FIXTURES IN CHASE. 1 HWC DN IN CHASE. PROVIDE SHUT-OFF VALVE AND BALANCING VALVE AT ACCESSIBLE LOCATION INSIDE CHASE. SET BALANCING VALVE TO 0.5 GPM. CONNECT HWC INTO END OF HW LOOP. 2 FUTURE PLUMBING FIXTURE.3 PROVIDE 2" CW STUB FOR FUTURE CONNECTION.4 PROVIDE ELECTRONIC TRAP PRIMER, TP-1, MOUNTED EXPOSED ON WALL IN CHASE TO SERVE ALL FLOOR DRAINS/FLOOR SINKS IN KITCHEN AND TRENCH DRAIN IN VEHICLE SALLY. 5 PROVIDE ELECTRONIC TRAP PRIMER, TP-1, MOUNTED EXPOSED ON WALL IN CHASE TO SERVE ALL FLOOR DRAINS IN HOUSING UNITS 120, 121, 123. 6 PROVIDE ELECTRONIC TRAP PRIMER, TP-1, MOUNTED EXPOSED ON WALL IN CHASE TO SERVE ALL FLOOR DRAINS IN HOUSING UNITS 128, 130, 131. 7 2" V DN BELOW FLOOR.8 COORDINATE WITH ELECTRICAL CONTRACTOR TO PROVIDE CAPACITY FOR A 208V/1 PH, 6.5 KW POINT OF USE ELECTRIC WATER HEATER FOR FUTURE SINK. 9 COORDINATE WITH ELECTRICAL CONTRACTOR TO PROVIDE CAPACITY FOR A 208V/1 PH, 3.5 KW POINT OF USE ELECTRIC WATER HEATER FOR FUTURE SINK. 10 LOCATE WORKSTATION FOR WATER MANAGEMENT SYSTEM (WMS) AT OFFICER 126. 11 ROUTE CONDENSATE PIPING FROM SPLIT SYSTEM TO FLOOR SINK IN JANITOR 119. PROVIDE 1" AIR GAP AT DISCHARGE. 12 ROUTE HORIZONTAL STORM DRAINAGE HIGH OVER DOOR, SLOPE AT 1/8" PER FOOT MIN. 13 KEEP VERTICAL PIPING TIGHT TO WALL BELOW 8'-0" SO AS NOT TO IMPEDE ACCESS TO BACK OF CHASE. 14 3" DOMESTIC WATER UP THROUGH FLOOR FOR DOMESTIC WATER ENTRY. PROVIDE SHUT-OFF VALVE IN ACCESSIBLE LOCATION IN CHASE PER DETAIL 15/P5.1. 15 ROUTE PIPING EXPOSED ON WALL OF FIRE RISER ROOM.16 CONNECT 2" FM IN TO 4" W WITH CHECK VALVE.17 DO NOT ROUTE ANY DUCTWORK, PIPING, ETC. NOT ASSOCIATED WITH AC-1 IN THIS ROOM. ANYTHING ROUTED THROUGH THIS ROOM NOT ASSOCIATED WITH AC-1 WILL BE RELOCATED AT NO COST TO OWNER. 18 PROVIDE MOTORIZED SHUT OFF VALVES WIRED TO CONTROL ROOM, COORDINATE WITH DIV 26 FOR POWER AND DIV 28 FOR CONTROL. VALVES SHALL BE IN AN ACCESSIBLE LOCATION. 19 HOSE BIBB (HB-1), ROUTE 3/4" CW TO MAIN HEADER IN CHASE, ROUTE UP/DN AS NECESSARY TO NOT BLOCK CHASE WITH PIPE. PROVIDE SHUT-OFF VALVE AT CONNECTION TO HEADER. 20 1-1/4" CW DN TO FLUSHVALVE FOR WC-2. ROUTE CW DOWNSTREAM OF FLUSHVALVE TO WC-2. PROVIDE PUSHBUTTON ON WALL AT EXTERIOR OF ROOM TO CONTROL FLUSH VALVE. PROVIDE ISOLATION VALVE IN VERTICAL UPSTREAM OF FLUSH VALVE. ALL PIPING/VALVING SHALL BE ACCESSIBLE FROM ACCESS PANEL. 21 © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 9 : 1 0 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS PLUMBING PLAN, LEVEL 1 P2.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 TR U E N SCALE:1/8" = 1'-0" PLUMBING PLAN, LEVEL 1 3/10/22 B C D E F G H 2 3 4 5 6 1 A 4.5 3" FS-1 FD-1 B-2B-1 TP-1 1 SEE SHEET P2.3 FOR PLUMBING ROOF WORK SEE SHEET P2.3 FOR PLUMBING ROOF WORK 1" CW TO BOILER MAKEUP 2 2 3" VTR PROVIDE PIPE MOUNTED HOSE BIB IN VERTICAL AT 2' A.F.F. KEY NOTES PROVIDE ELECTRONIC TRAP PRIMER, TP-1, MOUNTED EXPOSED ON WALL IN CHASE TO SERVE ALL FLOOR DRAINS/FLOOR SINKS IN 2ND LEVEL MECH ROOM. 1/2" CW UP FROM BELOW TO SERVE TRAP PRIMER. 1 2" V DN BELOW FLOOR.2 © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 9 : 1 2 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS PLUMBING PLAN, LEVEL 2 P2.2 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 TR U E N SCALE:1/8" = 1'-0" PLUMBING PLAN, LEVEL 2 3/10/22 B C D E F G H 2 3 4 5 6 1 A 4.5 RTU-3 RTU-2 RTU-1 EF-2 3" VTR 3" VTR3" VTR 3" VTR 3" VTR 3" GVTR 4" RD-1 4" ORD-1 4" RD-14" ORD-1 3" VTR RH-1 3" VTR 3" VTR © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 9 : 1 4 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS OVERALL ROOF PLUMBING PLAN P2.3 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 TR U E N SCALE:1/8" = 1'-0" PLUMBING ROOF PLAN 3/10/22 7 GP1 GP1 GP1 GP2 2'- 3 " 3 ' - 3 " 18 5' - 0 " 19 8'- 1 0 " GP1 2'- 5 " 2'-3"4'-8"4'-8"4'-7" 2'- 9 " 7'- 8 " 3'- 2 " 4'- 0 " 10 9 GP1 8'- 0 " 5'-5" 5 1 13 21 18 17 16 1 13 13 18 19 21 2' - 7 " 12 ' - 2 " 1'-5" F.S. F.D. 9" 1 ' - 9 " 1 ' - 6 " 1 ' - 7 " 9'- 4 " 19 1'- 8 " 1 0 " 10 ' - 5 " 1'-4" F.S. F.S. F.D. 1'- 4 " LC LC LC LC LC LC E 5 4.5 STAFF RR 117 MECHANICAL 118 WC-1 L-1 FD-1 FD-1 3" FS-1 DOMESTIC WATER HEADER 1 2 TP-1 3 CW, HW, AND HWC FROM MECH ROOM TO SERVE BUILDING. 3" VTR 3" V TO SERVE RR & MECH ROOM CO 2" FM DN. CONNECT TO HORIZONTAL 4" W LINE WH-1 WH-2 TMV-1 & CP-1 ET-2 3" CW TO DOMESTIC WATER HEADER. 3/4" HWC 23 P5.1 CO 3" W 4" W DN 3" FS-1 5 5 5 1 1/2" HW 1 1/2" HW 1 1/2" CW 2" HW 1 1/4" CW 2" CW 1 1/2" CW KEY NOTES LOCATE ALL CHASE PIPING EXPOSED ON WALL OF MECHANICAL ROOM. PROVIDE SHUT-OFF VALVES FOR CHASE IN ACCESSIBLE LOCATION. 1 CONNECT HWC INTO END OF HW PIPING W/IN 6" OF LAV FIXTURE. 2 PROVIDE ELECTRONIC TRAP PRIMER, TP-1, MOUNTED EXPOSED ON WALL IN CHASE TO SERVE ALL FLOOR DRAINS/FLOOR SINKS IN MECHANICAL ROOM & RR. 3 ROUTE IW TO ADJACENT FLOOR SINK. PROVIDE 1" AIR GAP AT TERMINATION POINT. 4 2" V DN BELOW GRADE.5 C D 2 1 KITCHEN 102 3" FS-1 3" FS-2 3" FS-1 1/2" CW/HW, 1-1/2" V, 2" W TO FS ITEM #1, HAND SINK 1/2" CW/HW, 2" V, 2" W TO FS ITEM #1, HAND SINK 1/2" CW/HW, 2" IW TO FS ITEM #5, PREP SINK 4 1" IW TO FS ITEM #9, HOT FOOD WELLS4 (2) 1/2" CW/HW, 2" IW TO FS ITEM #13, 3-COMP SINK4 1" IW TO FS ITEM #16, SOILED DISH TABLE 4 1/2" HW/CW TO FS ITEM #17, PRE-RINSE 1/2" CW, 2" V, 2" W TO FS ITEM #18, DISPOSER 41/2" HW, 3/4" FCW, 2" IW TO FS ITEM #19, DISH MACHINE 3/4" CW TO FS ITEM #21, WATER SOFTENER. ROUTE 3/4" FCW FROM ITEM #21 TO ITEM #19. 2" V 3/4" CW 3/4" CW 3" GVTR 1 1/4" CW 1 1/4" CW 3/4" HW 1" HW 1" HW 1 1/4" HW 1 1/4" HW 3/4" HWC 2" V DRY STORAGE 103 HB-2 © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 9 : 1 5 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS ENLARGED PLUMBING PLANS P3.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 SCALE:1/4" = 1'-0"P3.1 1 ENLARGED VIEW - MECH 113 SCALE:1/4" = 1'-0"P3.1 2 ENLARGED VIEW - KITCHEN 102 3/10/22 C-1 C-1 CO SH-1 FCO SH-1FCO FD-2 FD-2 4" W 4" W 2" W 3" VTR 3" V 2" V 2" V SH-2 C-3 FCO FD-2 4" W 6" W 3" VTR L-2 L-2 2" W FIRE RISER STANDPIPE 6" W 4" W 3" VTR CO FD-1 3" VTR 3" FS-1 3" W 3" VTR 2" V 2" V 3" FS-1 CO CO FD-1 L-1 WC-1 3" FS-1 3" FS-1 FD-1 C-2 FD-2 SH-2 FCO 2" W 4" W SP-1 FCO SH-1 SH-1 C-1 3" GVTR 3" V 3" V 3" VTR FCO FD-2 FD-2 FCO 4" W FS ITEM #18: DISPOSER FS ITEM #1: HAND SINK FS ITEM #1: HAND SINK FCO 3" FS-1 3" FS-2 2" FD-2 3" FS-1 2" FD-2 3" FS-1 3" GW OWS-1 TD-1 4" W 3" VTR C-1 C-1 C-1 C-3 FCO FCO 6" W 6" W 2" W, CAPPED AT FLOOR FOR FUTURE FIXTURE FUTURE SINK FUTURE WC FUTURE LAV FUTURE FD 4" W, CAPPED AT FLOOR FOR FUTURE FIXTURE FCO © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 9 : 1 8 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS WASTE & VENT RISER DIAGRAMS P4.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 NO SCALEP4.1 1 WASTE & VENT RISER DIAGRAM - WHOLE BUILDING 3/10/22 3/4" HWC 1 1/4" HW 2 1/2" CW TP-1 TP-1 3 /4 " H W C 3/4" HWC 2 1 /2 " C W 3 /4 " H W C 2 " C W 3 /4 " H W 1 1 /2 " H W 3 /4 " H W C 2 1/2" CW 1 1 /4 " H W2" C W 1 1/2" CW 1 1/4" CW 2" CW 3 /4 " C W 2 " C W 3/4" CW 2 1/2" CW3/4" HWC 3" CW 1 1 /4 " C W 3 /4 " H W C 1 1/4" HW 1 1 /4 " H W1/2 " C W 1 1/4" HW 1/2 " C W 1/2 " H W 1 1 / 4 " H W 1/2 " H W 1" H W © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 9 : 2 0 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS DOMESTIC RISER DIAGRAM P4.2 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 TR U E N SCALE: DOMESTIC WATER RISER DIAGRAM 3/10/22 NO-HUB CAST IRON PIPE CLEANOUT WITH COVER 'Y' FITTING (TYP.) 45° ELBOW (TYP.) GRADE X WAREWASHER BOOSTER HEATER 180° TO WAREWASHER T&P RELIEF VALVE PRV (SET AT 20 PSIG) 3/4" 140° HW TO BOOSTER HEATER RPBPAIR GAP FITTING FLOOR SINK 1/2" DRAIN UNION, TYP 3/4" FLOOR NOTE: WAREWASHER AND BOOSTER HEATER FURNISHED AND INSTALLED UNDER DIVISION 11. ALL CONNECTIONS AND ACCESSORIES SHOWN SHALL BE FURNISHED BY DIV 22 IF NOT SPECIFIED IN DIV. 11. 14 P5.1 ADJ. OVERFLOW ROOF DRAIN BOTTOM OF SUMP DECK CLAMP TAPERED ROOF INSULATION OVERFLOW DRAIN LEADER ROOF DRAIN LEADER 2'-0" MINIMUM ROOF DRAIN 2" NOTE: 1. OVERFLOW RING EXTENDER HEIGHT AS REQUIRED TO RISE 2" ABOVE ROOF LEVEL. 18 GA. SHEET METAL W/ ROLLED EDGES. PROVIDE 1" OVERLAP AT CONNECTED EDGE. RIVET AND SEAL CONNECTION TO FORM ASSEMBLY 12 " M A X . 12 " M A X DRAIN RECEIVER 4' - 3 9/16" INSULATION SIZE PER PLANS ROOF DECK 2' - 8 3/4" ROOF LEVEL SEE NOTE 1 OVERFLOW RING PITCH TOWARD DRAIN DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE NIPPLE ON THE DRAIN PAN 1" CLEANOUT CLEANOUT NSP= NEGATIVE STATIC PRESSURE IN AHU DRAIN PAN X = 1"+ NSP Y = 1.5"x NSP Y" DRAIN PAN MUST BE MOUNTED HIGH ENOUGH TO ENSURE X & Y DIMENSIONS X" . . . WH-1 V V 2" HIGH GALVANIZED STEEL DRIP PAN, ROLL FORM TOP EDGES & SOLDER ALL JOINTS, TYP SEISMIC BRACING, 2 PLACES PER WH GAS CONNECTION24 M7.1 COPPER DRAIN TO NEAREST FD, TYP. CONDENSATE TRAP, BY WH MFGR, TYP CONDENSATE NEUTRALIZING TUBE EQUAL TO JJM BOILER WORKS MODEL JM-6, CHARGE WITH NEUTRALIZING MATERIAL FLOOR SINK T&P VALVE DISCHARGE FULL SIZE TO NEAREST F.D. TYP. G GAS PRESSURE REGULATOR WITH VENT FULL SIZE THRU ROOF, TYP. ET-2 V V SEISMIC SUPPORT 6" CONCRETE HOUSEKEEPING PAD, TYP S THERMOMETER, TYPICAL 110 HWCV TEMP SENSOR, TYP. TO EMCS WH-2 V V V COMBUSTION AIR INTAKE, WITH 1" INSULATION, TYP CONCENTRIC VENT/COMBUSTION AIR FITTING BY WH MFGR, TYP. 140 HW SIZE AS INDICATED 110 HW TO EMCS S TMV-1 & CP-1 V V 1" HW TO BUILDING. SIZE PER PLAN. 1-1/2" ROOF 1-1/2" 1-1/2" 2" 2" V 3/4" 2" 1" 2" 1-1/4" 1" FROM BULIDING CW FLEX CONNECTION (TYP 2) V SIZE AS INDICATED ISOLATION VALVE, TYP OF 2 TEST COCK, TYP OF 4 PRESSURE GAUGE, TYP STRAINER REDUCE PRESSURE ZONE BACKFLOW PREVENTER AIR GAP FITTING W/ DRAIN TO NEAREST FLOOR DRAIN, FLOOR SINK, OR SERVICE SINK PACK ANNULAR SPACE W/ ROCK WOOL OR FIBEROUS BATTS PROVIDE CONCRETE THRUST BLOCK OR OTHER APPROVED THRUST RESTRAINT IN ACCORDANCE W/ NFPA 24 RESTRAINING CLAMP & TIE RODS SET FLANGE PLUMB & TRUE @ 12" AFF FOR TESTING OF UNDERGROUND MAIN & EXTENSION BY INTERIOR CONTRACTOR VERIFY MINIMUM DEPTH OF BURY W/ WATER AUTHORITY EXTERIOR WALL FOOTING ABOVE SERVICE PIPE COORD. WITH STRUCTURAL FINISHED GRADE FINISHED FLOOR NOTE: SERVICE PIPE FROM INTERFACE POINT THRU FLANGE @ 12" AFF SHALL BE CLASS 52 DUCTILE SIZE AS INDICATED BUILDING SERVICE SHUTOFF VALVE SLEEVE & LINK SEAL 16 PRESSURE GAUGE, TYP 3" CW 3" PRV (TYP) 14 P5.1 RPBP (TYP) CW TO BUILDING 1" BOILER MAKEUP TO DDC. FURNISHED BY DIV 23, INSTALLED BY DIV 22. WATER METER (TYP) 34 P5.1 FITTING CLEANOUT ADAPTER PVC PIPE STUB CLEANOUT COVER EXPANSION JOINT MATERIAL CONCRETE SUPPORT PAD SEE SECTION DETAIL AT RIGHT WYE THREADED PLUG MAIN LINE RISER EXTENSION UP TO CLEANOUT. NEED NOT BE LARGER SIZE THAN 4" FINISHED FLOOR OR CONCRETE PAD TEST DRAIN FROM FIRE RISER. TERMINATE W/ 1" AIR GAP 6"Ø STANDPIPE DRAIN FOR FIRE RISER 6"x4" REDUCER SLEEVE WITH LINKSEAL 2" VENT 4"W TO SANITARY WASTE MAIN. SEE PLAN FOR CONTINUATION. TP 1/2" TRAP PRIMER LINE FROM TP-1 FLOOR LEVEL 6" MIN. 10" MIN. PIPE AS SHOWN ON PLANS & NOTED IN SPECIFICATIONS. INSULATION AS SHOWN ON PLANS & NOTED IN SPECS. PIPE HANGER AS NOTED IN SPECIFICATIONS. THREADED ROD; ATTACH TO STRUCTURE GALV. METAL SHIELD, AS NOTED IN SPECS., BETWEEN HANGER & INSULATION, UP TO CENTERLINE OF PIPE. RIGID INSULATION AS NOTED IN SPECS. CW SUPPLY HW SUPPLY (110 DEG) 1/2" TEMPERED WATER TO LAV THERMOSTATIC MIXING VALVE ANGLE STOP, TYP 2 PLACES MOUNT PIPING UNDER SINK AS CLOSE AS POSSIBLE TO BOTTOM OF FIXTURE TO REDUCE VANDALISM. NOTE: TYPICAL INDIVIDUAL AND GANG LAVS. T SEALANT BACKUP MATERIAL FLOOR PIPE SLEEVE UNINSULATED PIPE INSULATED PIPE 2" 3/8 " INSULATION PIPE SLEEVE BACKUP MATERIAL SEALANT INSULATION CENTER OF PIPE UN I N S U L A T E D P I P E 3/8"3/8" IN S U L A T E D P I P E PIPE ESCUTCHEON INTERIOR SIDE OF EXTERIOR WALL LOOSE ALUMINA SILICA FIBER DAMMING AS REQUIRED BOTH SIDES. RIGID STEEL SLEEVE 1" GREATER INSIDE DIAMETER THAN PIPING PASSING THRU. RATED WALL/FLOOR. SEE ARCHITECTURAL DRAWINGS FOR WALL/FLOOR RATING METAL ESCUTCHEON PIPING FILL VOIDS WITH DOW CORNING "FIRE STOP" UL - APPROVED CAULKING. (OR EQUAL MANUFACTURED BY 3M.) NOTE: RATED WALL SHOWN, RATE HORIZONTAL ASSEMBLY SIMILAR. V V V V V PRESSURE GAUGE, TYP STRAINER HOSE END DRAIN VALVE W/ CAP & CHAIN UNION, TYP PRESSURE REDUCING VALVE, TYP ISOLATION VALVE, TYP V V NOTES: 1. SEE PLANS FOR WATER AND DRAIN LINE PIPE ROUTING. 2. PROVIDE A SIGN HANGING ON A CHAIN THAT READS "AFTER EACH USE, RUN HYDRANT FOR AT LEASET 15 SECONDS TO ENSURE PROPER EVACUATION." DUAL CHECK BACKFLOW PREVENTER AND DRAIN INSULATION FLASHING CLAMP DECK FLANGE UNDER DECK CLAMP SET SCREWS 3/4" WATER LINE VALVE BODY WATER TIGHT SEALANT NOTE: TMV SHALL BE MOUNTED ON THE WALL AND SHALL BE IAW MFGR'S RECOMMENDATIONS. SIZE AS INDICATED TO 110°HW UNION (TYP.) THERMOMETER PRESSURE GAUGE THERMOMETER THERMOMETER BALANCING VALVE CIRCULATOR PUMP (CP-1). SPECIFIED BY ENGINEER, MOUNTED BY TMV MFGR. FROM 140° HW PRESSURE GAUGE (TYP) FROM 110° HWC CHECK VALVE (TYP) FROM CW THERMOMETER (TYP) FINISHED FLOOR TYPICAL P.I.P. CONCRETE OUTLET DEEP SEAL P-TRAP FLASHING WHERE OVER FINISH AREAS 10" (MIN.) TO TRAP PRIMER TP TRAP PRIMER CONNECTION 1 1/2" 14 GA. S/S BAR GRATING FIN FLOOR SEALED CONC CONC SLAB ON VAPOR BARRIER P-TRAP TRAP PRIMER CONNECTION EDGE ANGLE BY GRATE MFR TP TO TRAP PRIMER REBAR FLASHING, REFERENCE ARCHITECTURAL VENT PIPE ROOFING ROOF SLEEVE 7 12" APPROX 4 12" MIN. SILICONE CAULK BED FULL PERIMETER UNDER FLASHING MIN. 1/8" THICK LEAD FLASHING. ALL JOINTS BRAZED OR SOLDERED. ROOF INSULATION 1/2" STEEL PLATE 1 2" VANDAL RESISTANT VENT CAP, JAY R SMITH 1748 OR EQUAL OPENING CUT-OUT IN WALL SCREWED CONTERSUNK PLUG COUNTERSUNK SCREW HORIZONTAL LINE OR CLEANOUT TEE ROUND POLISHED STAINLESS STEEL WALL COVER PLATE CLEANOUT PLUG WALL SURFACE HOT -- COLD 10 FIXTURE IF HORIZONTAL BRANCH IS LESS THAN 20' LONG, PROVIDE ONE WHA AT END OF LINE FIXTURE UNIT TABULATION MULTIPLE FIXTURES VALVE WATER CLOSET HOT OR COLD WATER SUPPLY INSTALL PER PDI STANDARDS AND MANUFACTURER'S INSTRUCTIONS FIXTURE UNIT LOAD 1-11 SINGLE FIXTURE -- -- 3 1.5 3 1.5 5 5 2 2 LAVATORY/SINK JANITOR'S SINK URINAL SHOWER/BATHTUB TANK WATER CLOSET 33-60 12-32 114-154 61-113 154-330 INSTALL WATER HAMMER ARRESTERS IN WATER PIPING ACCORDING TO PDI-WH 201. INSTALL IN HORIZONTAL OR VERTICAL POSITION, BUT NEVER UPSIDE DOWN. INSTALL IN LINE WITH WATER FLOW DIRECTION IF POSSIBLE. SIZE THE UNITS AS SHOWN IN PDI-WH 201 OR PER THE TABLES SHOWN ABOVE. PROVIDE WHA ON HW/CW FOR ALL TOILET GROUPS AND CLOTHES WASHERS. PIPE SIZE 1/2" PDI SIZE "A" PDI SIZE A 1" 3/4" 1-1/2" 1-1/4" 2" E F D C B IF BRANCH IS GREATER THAN 20' LONG, PROVIDE ANOTHER WHA IN MIDDLE, EACH SIZED FOR HALF THE FIXTURE UNITS IMIM C-3C-1 CHASE C109 WATER MANAGEMENT SYSTEM WORKSTATION, LOCATED IN OFFICER 126. COORDINATE LOCATION W/ SECURITY DRAWINGS.ROOM NUMBER (TYP) FIXTURE LABEL (TYP) INTERFACE MODULE AT FIXTURE (TYP) RS-485 COMMUNICATION CABLE CONNECT BETWEEN EACH CVC AND NETWORK WORK STATION TO BE INSTALLED IN CONDUIT. CABLE AND CONDUIT PROVIDED BY DIV 15 (TYP) CELL VALVE CONTROLLER (CVC) (TYP) IMIM C-1C-1 CHASE C107 IMIM C-2SH-2 CHASE C120 IMIM C-1C-1 CHASE C122 IM SH-1 IM SH-1 CHASE C131 IMIM C-1C-1 CHASE C129 IM SH-1 IM SH-1 IM L-2 IMIM C-2SH-2 IM L-2 © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 9 : 2 4 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS PLUMBING DETAILS P5.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 NO SCALEP5.1 11 2-WAY EXTERIOR CLEANOUT DETAIL NO SCALEP5.1 12 BOOSTER HEATER DETAIL NO SCALEP5.1 21 COMBINATION ROOF DRAIN DETAIL NO SCALEP5.1 13 CONDENSATE DRAIN DETAIL NO SCALEP5.1 51 DOMESTIC GAS-FIRED WATER HEATER PIPING SCHEMATIC NO SCALEP5.1 14 DOMESTIC WATER BACKFLOW PREVENTER DETAIL NO SCALEP5.1 15 DOMESTIC WATER ENTRANCE NO SCALEP5.1 23 DOMESTIC WATER HEADER DETAIL NO SCALEP5.1 24 FINISHED FLOOR CLEANOUT DETAIL NO SCALEP5.1 25 FIRE RISER TEST DRAIN STANDPIPE NO SCALEP5.1 26 INSULATED PIPE HANGER DETAIL NO SCALEP5.1 31 LAV MIXING DETAIL NO SCALEP5.1 32 PIPE PENETRATION DETAIL NO SCALEP5.1 33 PIPE THROUGH RATED WALL DETAIL NO SCALEP5.1 34 PRESSURE REDUCING VALVE DETAIL NO SCALEP5.1 35 ROOF HYDRANT DETAIL NO SCALEP5.1 36 THERMOSTATIC MIXING VALVE DETAIL NO SCALEP5.1 43 TYPICAL FLOOR DRAIN DETAIL NO SCALEP5.1 44 TYPICAL FLOOR SINK DETAIL NO SCALEP5.1 45 VENT THROUGH ROOF DETAIL NO SCALEP5.1 46 WALL CLEANOUT DETAIL NO SCALEP5.1 53 WATER HAMMER ARRESTOR DETAIL NO SCALEP5.1 55 WATER MANAGEMENT SYSTEM SCHEMATIC 3/10/22 WATER HEATER - GAS FIRED SCHEDULE GAS PRESSURE ELECTRICAL TANK GAS MIN MAX BASIS OF DESIGN NOTES MARK LOCATION SERVES CAPACITY RECOVERY EWT LWT INPUT EFFICIENCY FUEL CONNECTION (IN WG) (IN WG) V PH (AO SMITH) (GAL) (GAL/HR) (°F)(°F)(MBH)TYPE (IN) WH-1 MECH 113 BUILDING 119 235 40 140 199 97% NAT. GAS 3/4"3.5 14 120 1 BTH-199(A)1,2,3 WH-2 MECH 113 BUILDING 119 235 40 140 199 97% NAT. GAS 3/4"3.5 14 120 1 BTH-199(A)1,2,3 MECHANICAL NOTES: 1. CONTRACTOR TO PROVIDE PRESSURE REGULATOR TO UNITS GAS REQUIREMENTS. 2. PROVIDE ASME RATED TEMP. & PRESSURE RELIEF VALVE & DRAIN VALVE. 3. PROVIDE RELAY CONNECTED TO EPO SWITCH IN ROOM FOR EMERGENCY POWER OFF. PLUMBING FIXTURE SCHEDULE LOCAL CONNECTIONS TEMPERED MARK FIXTURE W V CW HW WATER STORM GAS BASIS OF DESIGN NOTES REMARKS (IN) (IN) (IN) (IN)(IN)(IN) AD-1 AREA DRAIN 3"------JAY R. SMITH 2110Y DUCO CAST IRON BODY, ROUND TOP, NICKEL BRONZE STRAINER, VANDAL PROOF GRATE & SCREWS. C-1 COMBY UNIT 4"2"1" 1/2"---ACORN LR1415-CT-2-MTP2-PFB-1.6 GPF-MTPFV-CO1 4 ADA LIGATURE RESISTANT COMBY, CENTERED TOILET BOWL. MASTERTROL PLUS VALVE AND FLUSHOMETER W/ POWER FAILURE BYPASS. ON-FLOOR, WALL-OUTLET. 1.6 GPF FLUSHOMETER, 0.5 GPM LAV. C-2 COMBY UNIT - ADA - RIGHT OFFSET 4"2"1" 1/2"---ACORN LR1449-RO-2-MTP2-PFB-1.6 GPF-MTPFV-CO1 4 ADA LIGATURE RESISTANT COMBY, OFFSET TOILET BOWL. MASTERTROL PLUS VALVE AND FLUSHOMETER W/ POWER FAILURE BYPASS. ON-FLOOR, WALL-OUTLET. 1.6 GPF FLUSHOMETER, 0.5 GPM LAV. C-3 COMBY UNIT - ADA - LEFT OFFSET 4"2"1" 1/2"---ACORN LR1449-LO-2-MTP2-PFB-1.6 GPF-MTPFV-CO1 4 ADA LIGATURE RESISTANT COMBY, OFFSET TOILET BOWL. MASTERTROL PLUS VALVE AND FLUSHOMETER W/ POWER FAILURE BYPASS. ON-FLOOR, WALL-OUTLET. 1.6 GPF FLUSHOMETER, 0.5 GPM LAV. DSN-1 DOWNSPOUT NOZZLE -----SEE PLANS -JAY R SMITH 1770Y NO-HUB OUTLET, BIRD SCREEN, SEE PLANS FOR SIZING FD-1 FLOOR DRAIN - SHOWER/GENERAL USE 2"2"-----JAY R. SMITH 2110Y DUCO CAST IRON BODY, ROUND TOP, NICKEL BRONZE STRAINER, TRAP PRIMER CONNECTION, VANDAL PROOF GRATE & SCREWS. FD-2 FLOOR DRAIN - INMATE AREA 2"2"-----JAY R. SMITH 2110Y DUCO CAST IRON BODY, ROUND TOP, NICKEL BRONZE STRAINER, TRAP PRIMER CONNECTION, VANDAL PROOF GRATE & SCREWS, SEDIMENT BUCKET. FS-1 FLOOR SINK 3"2"-----JAY R. SMITH 3110-Y MOUNT FLUSH WITH FLOOR. DUCO CAST IRON RECEPTOR, ACID RESISTANCE COATED, 12"X12" TOP 6" DEEP, 1/2 GRATE WITH NICKEL BRONZE TRIM, ALUMINUM SLOTTED SEDIMENT BUCKET. VANDAL PROOF SCREWS. FS-2 FLOOR SINK 2" 2"-----JAY R. SMITH 3110-Y MOUNT FLUSH WITH FLOOR. DUCO CAST IRON RECEPTOR, ACID RESISTANCE COATED, 12"X12" TOP 6" DEEP, 1/2 GRATE WITH NICKEL BRONZE TRIM, ALUMINUM SLOTTED SEDIMENT BUCKET. VANDAL PROOF SCREWS. HB-1 HOSE BIBB - EXTERIOR NON-FREEZE --3/4"----ZURN NON FREEZE WALL HYDRANT Z1321XL NON FREEZE WALL HYDRANT WITH ANTI SIPHON, AUTOMATIC DRAINING AND INTEGRAL BACKFLOW PREVENTER. PROVIDE LEAD-FREE. PROVIDE WITH TAMPER PROOF SCREWS. HB-2 HOSE BIBB - CW INTERIOR --3/4"----JAY R SMITH 5618 NARROW WALL HYDRANT - LEAD FREE ENCASED, EXTERNAL VACUUM BREAKER, VANDAL RESISTANT. PROVIDE LEAD-FREE. PROVIDE WITH TAMPER PROOF SCREWS. L-1 WALL MOUNTED LAVATORY 2" 1-1/2" 1/2" 1/2"---WALL HUNG, AMERICAN STANDARD LUCERNE 0355 W/ CHICAGO 116.101.AB.1 FAUCET 4 PROVIDE WITH CHICAGO THERMOSTATIC MIXING VALVE 121-ABNF. 0.5 GPM. HARDWIRED IR FAUCET. L-2 WALL MOUNTED LAVATORY - SECURITY 2" 1-1/2" 1/2" 1/2"---ACORN LR1652-1-MTP2-PFB 4 MOUNT AT ADA HEIGHT. 0.5 GPM. MASTER TROL PLUS VALVE W/ POWER FAILURE BYPASS. MS-1 MOP SINK 3"2" 1/2" 1/2"---FIAT MSB 2424 MOLDED STONE BASIN WITH CHICAGO 540-LD897SWXFABCP PROVIDE W/DOME STRAINER, LINT BASKET, BRASS DRAIN, RD-1/ORD-1 ROOF DRAIN/OVERFLOW DRAIN -----SEE PLANS -JOSAM 22200 COMBINATION DRAIN/OVERFLOW SEE PLANS FOR ROOF DRAIN SIZING RH-1 NON-FREEZE ROOF HYDRANT --3/4"----ZURN Z1388XL NON-FREEZE LEAD-FREE ROOF HYDRANT SH-1 SHOWER --1/2" 1/2"---ACORN LR1748-MV-MVC1-F 4 LIGATURE RESISTANT WALL SHOWER, REAR ACCESS. MASTER TROL PLUS VALVE. 2.0 GPM. SH-2 SHOWER - ADA --1/2" 1/2"---ACORN 418BADAWH-MTP1-F 2,4 PROVIDE ADA FIXTURE SELECTION WITH SEAT, GRAB BAR. 2.0 GPM. TD-1 TRENCH DRAIN 3"2"---- TMV-1 THERMOSTATIC MIXING VALVE --2"2"2"--3 PROVIDE STAINLESS STEEL CABINET. OUTLET TEMPERATURE SHALL BE 110°F. ASSEMBLY INCLUDES CP-1. SEE PUMP SCHEDULE FOR CP-1 SELECTION. INSTALL TMV RIGHT-SIDE UP. TP-1 TRAP PRIMER --1/2"----PPP - ELECTRONIC BOX MODEL PT SERIES 4 PROVIDE NUMBER OF PORTS AS REQUIRED FOR FLOOR DRAINS WITH 2 SPARE PORTS & SS FLUSH CABINET WC-1 WATER CLOSET - ADA 4"2" 1-1/4"----AMERICAN STANDARD AFWALL 2257.101 W/ SLOAN ECOS 111-1.28-HW 4 WALL-MOUNT, 1.28 GPF HARDWIRED IR FLUSHOMETER. MOUNT AT ADA HEIGHT. WC-2 IN FLOOR WATER CLOSET 4"2"-----WILLOUGHBY FD-1400-WF-1.6GPF-FV-LRDT 14 GAUGE, TYPE 304 STAINLESS STEEL, BLOWOUT JET REMOTE FLUSHING, PROVIDE WITH INTERCONNECTION TO ACORN WMS SYSTEM. NOTES: 1.PROVIDE LAVS/SINK WITH DRAINS, TRAPS AND APPURTENANCES PER SPECS. PROVIDE WITH TRUEBRO LAVGUARD 2 103E-Z FOR TWO SUPPLIES, TRAP, AND OFFSET TAILPIECE. 2.PROVIDE WITH GRAB BAR, SEAT, PRESSURE-BALANCING MIXING VALVE AND HAND-HELD SHOWER ASSEMBLY PER ADA/ANSI GUIDELINES. 3.PROVIDE WITH TEST CONNECTION FOR START UP AND MAINTENANCE OF VALVE. 4.COORDINATE ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR. OIL WATER SEPARATOR SCHEDULE INLET FLOW RATE WATER CAPACITY DIMENSIONS BASIS OF DESIGN MARK SERVES DESCRIPTION SIZE (GPM)(GALLONS)LENGTH WIDTH HEIGHT (ZURN)NOTES OWS-1 SALLYPORT 101 OIL WATER SEPARATOR 3"20 10 25" 17" 16"Z1186-500 1,2,3 NOTES: 1.PROVIDE EXTENSIONS AS REQUIRED FOR RECESSED INSTALLATION. 2.INSTALL PER MANUFACTURER RECOMMENDATIONS 3.HEAVY DUTY TRAFFIC COVER RATED AT 10,000 LBS MINIMUM. PUMP SCHEDULE PUMP HEAD MOTOR DATA MARK LOCATION SERVES PUMP TYPE GPM (FT WC)HP BASIS OF DESIGN NOTES (WATTS) V PH CP-1 MECH 113 120 HW LOOP INLINE 5 25 1/6 120 1 BELL AND GOSSETT 36-45 1,2 SP-1 ELEVATOR PIT ELEVATOR SUBMERSIBLE 54 35 1/2 120 1 ZOELLER 161 3 NOTES: 1.BRONZE CONSTRUCTION. 2.PROVIDE AS PART OF PRE-PIPED CONFIGURATION WITH TMV-1. 3.MFGR'S ELEVATOR SUMP KIT W/ CONTROLLER, OIL SMART SWITCH & ALARM, 2" DISCHARGE. BLADDER COMPRESSION TANK SCHEDULE TEMP RANGE PRESSURE RANGE WATER HTR (deg F)(PSIG)TANK ACCEPTANCE MARK SERVES VOLUME MAX MIN RELIEF VALVE SUPPLY AIR PRE-CHARGE VOLUME VOLUME BASIS OF DESIGN NOTES (GAL)PRESSURE PRESSURE PRESSURE (GAL)(GAL)(WATTS) ET-2 DOMESTIC COLD WATER 240 140 55 150 70 40 1 NOTES 1.TANK SHALL BE ASME RATED. GRAVITY GREASE SIZING CALCULATION FOOD SERVICE #DESCRIPTION QUANTITY TRAP SIZE DFU/EA TOTAL DFU N/A FLOOR DRAIN 2 2 in 2 4 N/A FLOOR SINK 1 2 in 2 2 N/A FLOOR SINK 3 3 in 6 18 TOTAL 6 24 MINIMUM CAPACITY PER 2017 IDAHO STATE PLUMBING CODE TABLE 1014.3.6: 1000 GAL © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 9 : 2 6 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS PLUMBING SCHEDULES P6.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 3/10/22 DD SB CO2 CO2 CO CO H H NO2 NO2 P P S S T T * NOTE * ALL NOTES ON THIS SHEET ARE APPLICABLE TO ALL OTHER SHEETS IN THIS SET. THE SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET MAY OR MAY NOT BE APPLICABLE IN THIS SET OF DRAWINGS. HVAC SYMBOLS 3D DESCRIPTIONSCHEMATIC DIFFUSER (SUPPLY) GRILLE (RETURN) GRILLE (EXHAUST) WALL REGISTER LINEAR DIFFUSER (SLOT) AFMS AIR FLOW MEASURING STATION BDD BACKDRAFT DAMPER RD BAROMETRIC RELIEF DAMPER DP DIFFERENTIAL PRESSURE SENSOR DUCT DETECTOR GD GRAVITY DAMPER MOTORIZED DAMPER PR PRESSURE REDUCING DAMPER SB SECURITY BARS SP STATIC PRESSURE SENSOR VD VOLUME DAMPER RVD REMOTE VOLUME DAMPER FD FIRE DAMPER FS COMBINATION FIRE / SMOKE DAMPER S SMOKE DAMPERS FS F RVD VD SP SB PR M GD DD DP RD BDD AFMS UC 100 SUPPLY ARROW RETURN ARROW EXHAUST ARROW DOOR UNDERCUT ARROW WITH CFM D-1 12"x12" 200 CFM DIFFUSER, REGISTER OR GRILLE TAG NECK SIZE ( 00"x00" -SQ / RECT ) ( 0"ø ROUND ) AIR FLOW (CUBIC FEET PER MINUTE) CARBON DIOXIDE SENSOR -WALL MOUNTED CARBON DIOXIDE SENSOR -CEILING MOUNTED CARBON MONOXIDE SENSOR -WALL MOUNTED CARBON MONOXIDE SENSOR -CEILING MOUNTED HUMIDISTAT -WALL MOUNTED HUMIDISTAT -CEILING MOUNTED NITROGEN DIOXIDE SENSOR -WALL MOUNTED NITROGEN DIOXIDE SENSOR -CEILING MOUNTED PRESSURE SENSOR -WALL MOUNTED PRESSURE SENSOR -CEILING MOUNTED TEMPERATURE SENSOR -WALL MOUNTED TEMPERATURE SENSOR -CEILING MOUNTED THERMOSTAT -WALL MOUNTED THERMOSTAT -CEILING MOUNTED 24"x12"TYPICAL DUCT -SIZE AS INDICATED (WIDTH x DEPTH) SIZE INDICATED FREE AREA MITERED ELBOW WITH VANES MITERED ELBOW WITHOUT VANES RADIUSED ELBOW TEE WITH VANES RADIUSED TEE ROUND DUCT UP RECTANGULAR DUCT UP OVAL DUCT UP ROUND DUCT DOWN RECTANGULAR DUCT DOWN OVAL DUCT DOWN TRANSFER DUCT GAS FLUE EXHAUST AIR GENERAL EXHAUST AIR FEA EA FEA GREASE EXHAUST AIR GEA EA GEA RELIEF AIR RELA RELA SMOKE EXHAUST AIR SEA SEA ENERGY RECOVERY AIR ERA ERA RETURN AIR RA RA TRANSFER AIR TA TA COMBUSTION AIR CA CA OUTSIDE AIR OA OA SUPPLY AIR SA SA DUCT SMOKE DETECTOR DUCT WITH INSULATION DUCT WITH LINING MECHANICAL EQUIPMENT TAG MECHANICAL EQUIPMENT CLEARANCE FLEXIBLE DUCT M DDC-xx MECHANICAL PIPING SYSTEMS 3D DFR DFR DIESEL FUEL RETURN DFS DFS DIESEL FUEL SUPPLY DFV DFV DIESEL FUEL VENT DESCRIPTION FOR FOR FUEL OIL RETURN FOS FOS FUEL OIL SUPPLY FOV FOV FUEL OIL VENT HPR HPR HIGH PRESSURE STEAM RETURN HPS HPS HIGH PRESSURE STEAM SUPPLY LPR LPR LOW PRESSURE STEAM RETURN LPS LPS LOW PRESSURE STEAM SUPPLY MPR MPR MEDIUM PRESSURE STEAM RETURN MPS MPS MEDIUM PRESSURE STEAM SUPPLY GWR GWR GEOTHERMAL WATER RETURN GWS GWS GEOTHERMAL WATER SUPPLY HRWR HRWR HEAT RECOVERY WATER RETURN HRWS HRWS HEAT RECOVERY WATER SUPPLY HTWR HTWR HIGH TEMPERATURE HOT WATER RETURN HTWS HTWS HIGH TEMPERATURE HOT WATER SUPPLY HWR HWR HOT WATER RETURN HWS HWS HOT WATER SUPPLY HCR HCR HOT / CHILLED WATER RETURN HCS HCS HOT / CHILLED WATER SUPPLY WLR WLR WATER LOOP RETURN WLS WLS WATER LOOP SUPPLY SCHEMATIC RD RD REFRIGERANT DISCHARGE RHG RHG REFRIGERANT HOT GAS RL RL REFRIGERANT LIQUID RS RS REFRIGERANT SUCTION CWR CWR CHILLED WATER RETURN CWS CWS CHILLED WATER SUPPLY CONDENSER WATER RETURN CS CS CONDENSER WATER SUPPLY CR CR CONDENSATE DRAIN SCD SCD SECONDARY CONDENSATE DRAIN CD CD RV RV REFRIGERANT VENT ITEM TO BE DEMOLISHED - (D) or DEMO ABOVE GROUND PIPING PIPE SIZE TAG (DIAMETER WITH SYSTEM NAME) PIPING ANNOTATIONS 18" CWS 18" CWS BELOW GROUND PIPING 3DSCHEMATIC EXISTING TO REMAIN - (E) or EXIST PIPE SLOPE1/8" / 12" SLOPE 1/8" / 12" SLOPE INVERT: -93' -1"INVERT: -93' -8"PIPE INVERT ELEVATION DDC-xx MECHANICAL EQUIPMENT TAG MECHANICAL EQUIPMENT CLEARANCE DESCRIPTION PIPING VALVES AND FITTINGS 3D DESCRIPTIONSCHEMATIC PIPE DROP PIPE RISE PIPE TEE DOWN PIPE TEE UP PIPE ALIGNMENT GUIDE PIPE ANCHOR EXPANSION JOINT PIPE CAP UNION DIRECTION OF PIPE PITCH AQUASTAT EXPANSION LOOP BALANCING VALVE BALANCING VALVE W/ METERING POINTS BALL VALVE BUTTERFLY VALVE CHECK VALVE STEAM TRAP CONCENTRIC REDUCER ECCENTRIC REDUCER FLEXIBLE CONNECTION FLOW DIRECTION GATE VALVE MANUAL AIR VENT AUTOMATIC AIR VENT PLUG VALVE PRESSURE GAUGE SOLENOID VALVE ANGLE VALVE AUTOMATIC CONTROL VALVE 2-WAY AUTOMATIC CONTROL VALVE 3-WAY AUTOMATIC FLOW CONTROL VALVE STRAINER PRESSURE AND TEMPERATURE TEST PORTP T THERMOMETER PRESSURE REDUCING VALVE (WATER SYSTEMS) PRESSURE REGULATING VALVE (GAS SYSTEMS) RELIEF VALVE FLOW MEASURING DEVICE BACKFLOW PREVENTER CIRCUIT SETTER UNION POINT OF DISCONNECT - DEMOLITION REMOVED FROM EXISTING AREA NOT IN CONTRACT GENERAL SYMBOLS POINT OF CONNECTION - NEW CONNECTS TO EXISTING © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 8 : 3 2 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS MECHANICAL SYMBOLS, ABBREVIATIONS & NOTES M0.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 HUM HUMIDIFIER HV HEATING VENTILATING UNIT HVAC HEATING VENTILATING AND AIR CONDITIONING HWR HEATING WATER RETURN HWS HEATING WATER SUPPLY HX HEAT EXCHANGER HZ HERTZ (FREQUENCY) IAQ INDOOR AIR QUALITY IAW IN ACCORDANCE WITH ID INSIDE DIAMETER IH INTAKE HOOD INSUL INSULATION KH KITCHEN HOOD LAT LEAVING AIR TEMPERATURE LF LINEAR FOOT LG LENGTH (LONG) LIN LINEAR LOX LIQUID OXYGEN LPG LIQUIFIED PETROLEUM GAS LPR LOW PRESSURE STEAM RETURN LPS LOW PRESSURE STEAM SUPPLY LTD LINED TRANSFER DUCT LV LOUVER LVG LEAVING MA MIXED AIR MAINT MAINTENANCE MAN MANUAL MATL MATERIAL MAU MAKEUP AIR UNIT MAV MANUAL AIR VENT MBH THOUSAND BTU PER HOUR MFRG MANUFACTURING ML MOTORIZED LOUVER MPG MEDIUM PRESSURE GAS MTD MOUNTED MTG MOUNTING MTWR MEDIUM TEMP HOT WATER RETURN MTWS MEDIUM TEMP HOT WATER SUPPLY N.C.NORMALLY CLOSED N.O.NORMALLY OPEN NEC NATIONAL ELECTRIC CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSN. NO NUMBER NOM NOMINAL O&M OPERATION AND MAINTENANCE OA OUTSIDE AIR OD OUTSIDE DIAMETER P PUMP P/T PRESSURE/TEMPERATURE TEST PORT PB PUSH BUTTON PCF POUNDS PER CUBIC FOOT PD PRESSURE DROP PERF PERFORATED PERP PERPENDICULAR PG PRESSURE GAUGE PI POINT OF INTERSECTION PI PRESSURE INDICATOR PL PLATE PLBG PLUMBING PNEU PNEUMATIC PNL PANEL POC POINT OF CONNECTION PR PAIR PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE PWR POWER RA RETURN AIR RAD RADIUS RAD RADIATOR RAD RADIATED RCP REFLECTED CEILING PLAN RCU RECIPROCATING CHILLER UNIT RD REFRIGERANT DISCHARGE REFR REFRIGERANT REG REGISTER REM REMOVABLE RF RETURN FAN RH RELATIVE HUMIDITY RH REFLIEF HOOD RHC REHEAT COIL RHG REFRIGERANT HOT GAS RL REFRIGERANT LIQUID RPM REVOLUTIONS PER MINUTE RS REFRIGERANT SUCTION RTU ROOF TOP UNIT S SMOKE DAMPER SA SUPPLY AIR SC SECURITY SD SMOKE DAMPER SD SMOKE DETECTOR SD SOAP DISPENSER SE STEAM EXHAUST VENT SGL SINGLE SP STATIC PRESSURE (H2O) SPD SURGE PROTECTION DEVICE SQ SQUARE SS STAINLESS STEEL STOR STORAGE SUSP SUSPENDED SV SOLENOID VALVE SWP STEAM WORKING PRESSURE T THERMOSTAT T&B TOP AND BOTTOM TA TRANSFER AIR TB TERMINAL BOX TC TEMPERATURE CONTROL TD TRANSFER DUCT TEMP TEMPERATURE THK THICK(NESS) TOD TOP OF DUCT TS TEMPERATURE SENSOR TSP TOTAL STATIC PRESSURE TT TEMPERATURE TRANSMITTER UC UNIT COOLER UG UNDERGROUND UH UNIT HEATER UL UNDERWRITERS LABORATORIES UV UNIT VENTILATOR V VOLT VA VOLT-AMPERE VA VALVE VAC VACUUM VAV VARIABLE AIR VOLUME VD VOLUME DAMPER VEL VELOCITY VENT VENTALATOR(TION) VFD VARIABLE FREQUENCY DRIVE VOL VOLUME VP VACUUM PUMP VSMP VARIABLE SPEED MOTOR CONTROLLER W WIDE W WATT WB WET BULB WC WATER COLUMN WCC WATER COOLED CONDENSER WFMD WATER FLOW MEASURING DEVICE WH WATER HEATER WLR WATER LOOP RETURN WLS WATER LOOP SUPPLY WP WEATHERPROOF WT WEIGHT (D)DEMOLISHED (E)EXISTING (R)RELOCATED °C DEGREES CELSIUS °F DEGREES FAHRENHEIT Ø DIAMETER A AMPERE A/C AIR CONDITIONING(ER) AABC ASSOCIATED AIR BALANCE COUNCIL AAV AUTOMATIC AIR VENT ACC ACCESSIBLE ACCU AIR COOLED CONDENSING UNIT AD ACCESS DOOR ADJ ADJUSTABLE AF AIR FILTER AHRI AIR-CONDITIONING HEATING AND REFRIGERATION INSTITUTE AHU AIR HANDLING UNIT AMB AMBIENT AMBA AMERICAN BOILER MANUFACTURERS ASSOCIATION AMP AMPERE AP ACCESS PANEL AS AIR SEPARATOR ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASHRAE AMERICAN SOCIETY OF HEATING REFRIGERATION AND AIR CONDITIONING ENGINEERS ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS AUTO AUTOMATIC AV ACID VENT B BOILER BAS BUILDING AUTOMATION SYSTEM BAT BATTERY BBO BOILER BLOW OFF BC BALANCING COCK BC BARE COPPER BDD BACK DRAFT DAMPER BF BOILER FEED BFF BELOW FINISH FLOOR BFV BUTTERFLY VALVE BHP BREAK HORSEPOWER BLKG BLOCKING BLKHD BULKHEAD BMS BUILDING MANAGEMENT SYSTEM BOD BOTTOM OF DUCT BOT BOTTOM BPIP BOILER PLANT INSTRUMENTATION PANEL BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNIT PER HOUR C CONDUIT CA COMBUSTION AIR CAP CAPACITY CD CONSTRUCTION DOCUMENTS CENT CENTRIFUGAL CF CUBIC FEET CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CH CHILLER CIRC CIRCULATING CLR CLEAR CO CARBON MONOXIDE CO2 CARBON DIOXIDE COMB COMBINATION CONV CONVECTOR CP CONDENSATE PUMP CPS CYCLES PER SECOND CR CONDENSER WATER RETURN CR CORROSION RESISTANT CRAC COMPUTER ROOM AIR CONDITIONING UNIT CS COUNTERSINK CS CONDENSER WATER SUPPLY CT COOLING TOWER CU CONDENSING UNIT CUH CABINET UNIT HEATER CWR CHILLED WATER RETURN CWS CHILLED WATER SUPPLY CYL CYLINDER D DIFFUSER DB DECIBEL DB DRY BULB DBL DOUBLE DC DUST COLLECTOR DEPT DEPARTMENT DH DUCT HEATER DI DISTILLED WATER DIAG DIAGONAL DIC DISCHARGE DISCH DISCHARGE DISTR DISTRIBUTION EA EACH EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE EDH ELECTRIC DUCT HEATER EER ENERGY EFFICIENCY RATIO EF EXHAUST FAN EFF EFFICIENCY EFF EFFICIENCY EH ELECTRICAL HEATER ELEV ELEVATOR EMER EMERGENCY ENCL ENCLOSURE ENT ENTERING ESP EXTERNAL STATIC PRESSURE EST ESTIMATE ET EXPANSION TANK EWT ENTERING WATER TEMPERATURE EXH EXHAUST EXP EXPOSED F FAHRENHEIT F FURNACE F.V.FIELD VERIFY FA FACE FAB FABRICATE(D) FCU FAN COIL UNIT FD FIRE DAMPER FF FINISH FLOOR FLEX FLEXIBLE FME FLOW MEASURING EQUIPMENT FPM FEET PER MINUTE FS FLOW SWITCH FSD FIRE SMOKE DAMPER FT FIN TUBE G GRILLE GA GAUGE GAL GALLON GALV GALVANIZED GFI, GFCI GROUND FAULT CIRCUIT INTERRUPTER GHR GLYCOL-WATER HEATING RETURN GHS GLYCOL-WATER HEATING SUPPLY GPD GALLONS PER DAY GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GV GATE VALVE HCR HOT/CHILLED WATER RETURN HCS HOT/CHILLED WATER SUPPLY HGR HANGER HID HIGH INTENSITY DISCHARGE HP HORSE POWER HP HEAT PUMP HP HIGH PRESSURE HPR HIGH PRESSURE STEAM RETURN HPS HIGH PRESSURE STEAM SUPPLY HR HOUR HTG HEATING HTR HEATER HTWR HIGH TEMPERATURE HOT WATER RETURN HTWS HIGH TEMPERATURE HOT WATER SUPPLY ABBREVIATIONS SHEET INDEX M0.1 MECHANICAL SYMBOLS, ABBREVIATIONS & NOTES M1.1 HVAC PLAN, LEVEL 1 M1.2 HVAC PLAN, LEVEL 2 M1.3 MECHANICAL ROOF PLAN M2.1 MECHANICAL PIPING PLAN, LEVEL 1 M2.2 MECHANICAL PIPING PLAN, LEVEL 2 M3.1 ENLARGED MECHANICAL PLANS M4.1 MECHANICAL SECTIONS M5.1 CONTROLS DIAGRAMS M5.2 CONTROLS DIAGRAMS M7.1 MECHANICAL DETAILS M7.2 MECHANICAL DETAILS M8.1 MECHANICAL SCHEDULES M8.2 MECHANICAL SCHEDULES M9.1 FIRST FLOOR THERMAL ZONE DIAGRAM M9.2 SECOND FLOOR THERMAL ZONE DIAGRAM GENERAL MECHANICAL NOTES 1 SUPPLY AND RETURN PIPING TO COILS ARE THE SAME SIZE. 2 CONTRACTOR SHALL LOCATE THERMOSTATS AND TEMPERATURE SENSORS AT 48" AFF MAX. 3 ALL DIMENSIONS SHOWN ON THE DRAWINGS FOR DUCTWORK ARE CLEAR INSIDE DIMENSIONS. SEE SPECIFICATIONS FOR INSULATION OR LINING REQUIRED FOR DUCT SYSTEMS. VERIFY THAT THE DUCTWORK SPECIFIED WILL FIT IN THE CEILING SPACE AVAILABLE USING THE ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL DRAWINGS AS A REFERENCE PRIOR TO FABRICATION AND INSTALLATION. 4 CONDENSATE DRAINS SHALL BE SUPPLIED FOR ALL COOLING EQUIPMENT. CONTRACTOR SHALL ENSURE PROPER INSTALLATION AND DRAINAGE AS REQUIRED BY FEDERAL, STATE, AND LOCAL CODES. CONDENSATE PIPING SHALL BE TYPE "L" COPPER. 5 PROVIDE A 4" HOUSEKEEPING PAD FOR EACH PIECE OF MECHANICAL EQUIPMENT. COORDINATE SIZES WITH MECHANICAL EQUIPMENT SELECTED. 6 ALL SUPPLY, RETURN, AND EXHAUST DUCTWORK SHALL BE RATED FOR PRESSURE CLASS OF 2" W.G. UNLESS NOTED OTHERWISE. 7 THIS CONTRACTOR SHALL BE REQUIRED TO REPLACE FILTERS ON HVAC EQUIPMENT AFTER ALL DUST PRODUCING CONSTRUCTION HAS BEEN COMPLETED AND PRIOR TO THE FINAL PUNCH. 8 REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF DIFFUSERS AND GRILLES. 9 ALL MITERED 90° ELBOWS SHALL BE SUPPLIED WITH ACOUSTICAL TURNING VANES. 10 COORDINATE WITH ARCHITECTURAL DRAWINGS THE LOCATION OF FIRE RATED & SMOKE RATED WALLS PRIOR OT ORDER AND INSTALLATION OF DAMPERS. 11 EXPOSED DUCT IN FINISHED AREAS SHALL BE PAINTED, COLOR AS SELECTED BY ARCHITECT. 12 PIPE RUNOUT SIZES TO INDIVIDUAL COILS SHALL BE PER EQUIPMENT SCHEDULES. 13 MAXIMUM FLEX DUCT SPACING BETWEEN SUPPORTS SHALL BE 5'-0" PER SMACNA STANDARDS. 14 ALL MOTOR STARTERS SHALL BE PROVIDED AS PART OF DIV 23 WORK UNLESS EXPLICITLY SHOWN ELSEWHERE. GENERAL NOTES 1 DRAWINGS AND SPECIFICATIONS: THE MECHANICAL DRAWINGS INDICATE THE GENERAL DESIGN AND ARRANGEMENT OF PIPES, EQUIPMENT, SYSTEMS, ETC. INFORMATION SHOWN IS DIAGRAMMATIC IN CHARACTER AND DOES NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, FITTING, ETC. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS AND EQUIPMENT TO BE FURNISHED FOR DIMENSIONS, MEASUREMENTS, EQUIPMENT LOCATIONS, LEVELS, ETC. REFER TO DIV 22 & 23 SPECIFICATIONS. 2 CONFER AND COOPERATE WITH OTHER TRADES AND COORDINATE THE WORK WITH THEIRS. COORDINATE CEILINGS PACE CAREFULLY WITH OTHER TRADES. BRING ANY CONFLICTS TO THE ATTENTION OF THE ARCHITECT/ENGINEER. COORDINTAE ALL PLUMBING AND HVAC ROUTING PRIOR TO INSTALLATION. DURING LAYOUT COORDINATION, DUCTWORK TAKES PRECEDENCE OVER PLUMBING, INCLUDING FIRE SPRINKLER SYSTEMS. 3 BASE FINAL INSTALLATION OF MATERIALS AND EQUIPMENT ON ACTUAL DIMENSIONS AND CONDITIONS AT THE PROJECT SITE. FIELD MEASURE FOR MATERIALS OR EQUIPMENT REQUIRING EXACT FIT. 4 WHERE FLOOR DRAINS OCCUR WITHIN THE LIMITS OF CONSTRUCTION, PREVENT CONSTRUCTION DEBRIS FROM ENTERING DRAIN BODY BY SEALING DRAIN OPENING PRIOR TO START OF WORK. UNSEAL DRAINS AT COMPLETION OF CONSTRUCTION. 5 COORDINATE INSTALLATION OF PIPING, DUCTWORK, CONDUIT, LIGHTS, CABLE TRAY, STRUCTURE, AND EQUIPMENT TO PREVENT CONFLICTS. 6 THE CONTRACTOR SHALL BE FAMILIAR WITH ALL THE CONDITIONS BOTH EXISTING AND THOSE ILLUSTRATED BY THESE DOCUMENTS AS WELL AS THOSE WHICH CAN BE REASONABLY ANTICIPATED INCLUDING, BUT NOT LIMITED TO ARCHITECTURAL, ELECTRICAL, VENTILATION, PLUMBING, AND OTHER SYSTEMS INVOLVED ON THIS PROJECT. 7 FINAL PRODUCT SHALL BE A COMPLETE AND FUNCTIONING SYSTEM, AND SHALL CONFORM TO ALL REQUIREMENTS OF APPLICABLE FEDERAL, STATE, AND LOCAL CODES, INCLUDING BUT NOT LIMITED TO THE INTERNATIONAL BUILDING CODE AND INTERNATIONAL MECHANICAL CODE. 8 LOCATE EQUIPMENT REQUIRING ACCESS 2'-0" MAXIMUM ABOVE CEILING. 9 ALL ROOF MOUNTED EQUIPMENT SHALL BE A MINIMUM 10'-0" FROM EDGE OF ROOF. 10 LOCATE DUCTWORK, PIPING AND MECHANICAL EQUIPMENT AWAY FROM THE SPACE ABOVE ELECTRICAL PANELS. TRANSFORMERS AND OTHER ELECTRICAL EQUIPMENT. WHERE MECHANICAL EQUIPMENT, PIPING AND/OR PLUMBING IS SHOWN IN ELECTRICAL ROOMS, SAID EQUIPMENT SHALL BE MOUNTED AT LEAST 6'-6" ABOVE ELECTRICAL EQUIPMENT IAW ELECTRICAL CODE. 11 FIRE SEAL AROUND DUCT AND PIPING PENETRATIONS OF FIRE RATED WALLS. REFER TO SPECIFICATION. 12 PROVIDE SLEEVES AND/OR OPENINGS TO RUN PIPES AND DUCTS THROUGH FOUNDATIONS, FLOORS, WALLS, AND ROOF. 13 ADJUST PIPING AND DUCTWORK SIZES TO PROPERLY CONNECT TO MECHANICAL EQUIPMENT. 14 PIPE SIZES SHOWN SHALL BE CONTINUED IN THE DIRECTION OF FLOW UNTIL ANOTHER SIZE IS SHOWN. 15 FOR DETAILS, EQUIPMENT CONNECTIONS, AND PIPE SIZES NOT SHOWN ON THE SEGMENTS, REFER TO DETAILS, SCHEDULES, AND SPECIFICATIONS. 16 INSTALL ALL EQUIPMENT IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS, AT A LEVEL OF QUALITY AND WORKMANSHIP CONSISTENT WITH THE SPECIFICATIONS. 17 LOCATIONS OF PIPING, DUCTWORK AND EQUIPMENT AS INDICATED ON THE DRAWING, ARE APPROXIMATE AND SUBJECT TO MINOR ADJUSTMENTS IN THE FIELD. WORK SHALL BE COORDINATED WITH ALL OTHER TRADES TO AVOID INTERFERENCE IN THE FIELD. 18 INSTALL EXPOSED PIPING AND DUCTWORK AS HIGH AS PRACTICAL IN ROOMS WITHOUT CEILINGS. 19 CONTRACTOR SHALL LOCATE ALL EQUIPMENT WHICH MUST BE SERVICED, OPERATED, OR MAINTAINED IN FULLY ACCESSIBLE POSITIONS. EQUIPMENT SHALL INCLUDE (BUT NOT BE LIMITED TO) VALVES, TRAPS, CLEANOUTS, MOTORS, CONTROLLERS, SWITCHGEAR, AND DRAIN POINTS. MINOR DEVIATIONS FROM DRAWINGS MAY BE ALLOWED TO PROVIDE FOR BETTER ACCESSIBILITY. ANY CHANGES SHALL BE APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO MAKING THE CHANGE. 20 MECHANICAL CONTRACTOR SHALL PROVIDE THE GENERAL CONTRACTOR WITH THE EXACT LOCATIONS AND SIZES OF ACCESS DOORS, WALL OPENINGS, ROOF OPENINGS, CONCRETE SLEEVES OR ANY OTHER CONSTRUCTION REQUIREMENTS NEEDED TO ACCOMMODATE THE MECHANICAL EQUIPMENT. LOCATIONS OF THESE OPENINGS SHALL BE SUBMITTED IN SUFFICIENT TIME TO BE INSTALLED IN THE NORMAL COURSE OF WORK. 21 SEAL ALL PIPE PENETRATIONS OF ACOUSTICAL SOUND WALLS WITH AIRTIGHT SEALANT (FIRE RATED SYSTEM AT RATED WALLS). REFER TO ARCHITECTURAL DRAWINGS FOR SOUND WALL & RATED WALL LOCATIONS. 22 PAINT EXPOSED PIPES IN FINISHED AREAS AS DIRECTED BY ARCHITECT. 23 PROVIDE FIRE STOPS ON METALLIC AND NON-METALLIC PIPING TO MAINTAIN RATING OF FIRE RATED WALLS WHERE PENETRATED BY PIPING. 24 WHERE INDICATED PIPE IS NOT AVAILABLE, PROVIDE THE NEXT LARGER AVAILABLE SIZE. 25 PROVIDE SECURITY CEILING ACCESS PANELS FOR ALL VALVES LOCATED ABOVE INACCESSIBLE CEILING SYSTEMS. MAINTAIN FIRE RATINGS AND SECURITY RATINGS WHERE REQUIRED. 26 COORDINATE INSTALLATION OF PIPING BELOW GRADE WITH STRUCTURAL, COMPONENTS AND OTHER SYSTEM INSTALLATIONS. 27 PROVIDE MANUFACTURER'S RECOMMENDED AND CODE REQUIRED CLEARANCES AROUND ALL PIECES OF EQUIPMENT. PIPING & CONDUIT SHALL NOT INTERFERE WITH REQUIRED ACCESS. 28 EQUIPMENT LAYOUT IS BASED ON EQUIPMENT LISTED IN EQUIPMENT SCHEDULES. ANY OTHER EQUIPMENT USED IS SUBJECT TO MEETING PERFORMANCE REQUIREMENTS OF LISTED EQUIPMENT. CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS TO ENSURE OTHER EQUIPMENT WILL FIT IN AVAILABLE SPACE AND WILL NOT EXCEED WEIGHT AND ELECTRICAL REQUIREMENTS. 29 REFER TO STRUCTURAL DRAWINGS FOR ALLOWABLE METHODS/LOADS FOR HANGING PIPING/DUCTWORK FROM STRUCTURAL MEMBERS. 3/10/22 7 12 GP1 GP1 GP1 GP2 2'- 3 " 3 ' - 3 " 18 5'- 0 " 19 8'- 1 0 " GP1 2'- 5 " 2'-3"4'-8"4'-8"4'-7" 1211 2'- 9 " 7'- 8 " 3'- 2 " 4'- 0 " 10 9 GP1 8'- 0 " SB SB SB SB S T S SB SB S S S S S S S S S S SB S S C O N O2 SB SB SB SB SB SB SB SB SB SB SB SB SBSB SB SBSB P P B C D E F G H 2 3 4 5 6 1 A 4.5 DAYROOM 133 CHASE C138 HOUSING 8 BEDS 137 CHASE 136 HOUSING 6 BEDS 135 CHASE C128 CORRIDOR-1 124-1 OUTDOOR RECREATION 134 HOUSING 6 BEDS 128 CHASE C109 HOLDING 110 CHASE C111HOLDING 111 FIRE RISER 120HOLDING 109 PROPERTY STORAGE 106 OFFICER 126 OUTDOOR RECREATION 132 HOUSING 8 BEDS 129 HOUSING 6 BEDS 131 CHASE 130 DISPATCH (SHELLED) 143 CORRIDOR (SHELLED) 139 MEDICAL EXAM 105 ELEV. 113 BOOKING 108 ADA HOLDING 112 SALLYPORT 101 KITCHEN 102 IDF, SECURITY AND ELECTRONICS 104 RADIO EQUIPMENT 140 VEST. 114 STAFF RR 117 ELEC. 122 MECHANICAL 118 DAYROOM 127HOUSING 6 BEDS 138 CELL 98 CELL 49 LAUNDRY 55 CORRIDOR 69 FEMALE REC YARD 44 CELL 48 SALLYPORT 50 VAV-1-2 VAV-1-3 VAV-1-4 VAV-1-7 VAV-1-6 VAV-1-8 VAV-1-9 VAV-1-1 VAV-1-5 26"x16" RA 32"x20" RA 18 " x 1 2 " R A 32"x20" SA UP TO RTU-1 32"x20" RA UP TO RTU-1 12"x8" SA 12"x12" SA 12"x12" SA 16"x16" SA 8"x8" RA 8"x6" SA 12"x8" SA VAV-2-4 VAV-2-2 VAV-2-3 VAV-2-1 16 " x 1 4 " S A VAV-2-5 VAV-2-6 8"ø SA 8"x8" SA UP 24"x10" SA UP 26"x20" SA 16"x10" RA UP 30"x20" SA 18"x12" SA 14"x12" SA 10"x10" SA 32"X20" RA UP TO RTU-2 12"x10" RA AC-1 1 1 2 EF-3 LOUVER, MOUNT MIN 4' ABOVE DOOR. SEE ARCH FOR SIZE. FULL SIZE PLENUM OFF BACK OF LOUVER. NIC NIC 310"x8" SA M-124 4 20"X14 EA UP TO EF-4 20"X14 EA UP TO EF-5 6"x6" EA 12"X12" EA UP TO EF-6 12"x12" G-1 340 CFM D-2, 8"x8" 160 CFM TYP 4 SMOKE CONTROL PANEL AT THIS LOCATION (PROVIDED BY DIV 26). CONNECT TO BAS AND FIRE ALARM SYSTEM. FIRE ALARM PANEL AT THIS LOCATION (PROVIDED BY DIV 28). RESTROOM (SHELLED) 142 WORKROOM (SHELLED) 141 22"x18" RA 16"x10" RA 12"x12" RA 6"x6" D-2 80 CFM TYP 4 12"x12" G-1 320 CFM 8"x8" D-2 185 CFM TYP 6 20"x6" SA G-1, 1105 CFM 6"x6" D-2 115 CFM TYP 2 8"x8" G-1 230 CFM 16"x14" G-1 1105 CFM 10"x10" D-2 300 CFM TYP 2 12"x12" SA 12"x12" G-1 600 CFM 24"x14" RA 12"x12" G-1 660 CFM 16"x16" SA 8"x8" D-2 220 CFM TYP 5 8"x8" SA 8"x8" G-2 160 CFM 6"ø D-2 160 CFM 26"x14" SA14"x12" SA 10"x10" SA 8"x8" D-2 185 CFM TYP 4 6"x6" D-2 100 CFM 6"x6" G-1 100 CFM G-1, 370 CFM 8"x8" G-1 185 CFM 8"x8" RA 8"x8" G-1 130 CFM TYP 4 10"x10" RA 10"x8" RA 8"x6" RA 10"x8" SA 8"x8" D-2 130 CFM TYP 4 8"x8" D-2 140 CFM 8"x8" D-2 140 CFM 8"x8" D-2 130 CFM M3.1 2 12"x10" RA 8"x8" G-1 330 CFM 8"x8" G-1 280 CFM 2 M4.1 8"x8" RA SHELL SPACE 123 PROGRAMS 121 SALLYPORT 125 32"x20" SA SB 6"x6" G-1, 10"X10" 100 CFM 8"x8" G-1 185 CFM 6"x6" D-2 85 CFM TYP 4 L-1 6"x6" G-1, 10"X10" 160 CFM 12"x12" G-1 310 CFM 6"x6" D-2 80 CFM TYP 4 EUH-130 24 " x 1 4 " R A 16"x14" RA 12"x12" SA 12"x12" G-2 400 CFM EUH-136 20"x8" SA 6"x6" D-2 50 CFM TYP 4 30"x18" RA 6"x6" G-1 50 CFM 32 " x 2 0 " R A 24"x18" RA 22 " x 1 8 " R A 7 6 HUH-120 HUH-143A HUH-143B 6"x6" G-1 80 CFM 6"x6" D-2 50 CFM 6"ø SA 6"x6" G-1 50 CFM AC-2 14"x12" SA 10"x6" SA 8"x8" SA 8"x8" G-1 130 CFM 8"x8" G-1 100 CFM 16 " x 1 6 " R A 8"x8" SA 10"x10" SA 8"x8" D-2 165 CFM TYP 4 8"x8" SA 12"x8" SA 8"x8" SA VAV-2-7 6"x6" G-1 50 CFM TYP 36"x36" G-1 TYP 36"x36" G-1 TYP 36"x36" G-1 HUH-101 VAV-2-8 FD FD 7 8 8 TYP G-1, 36"x36" CONNECT EA/CA TO CONCENTRIC VENT KIT, PIPE PER MANUFACTURER'S RECOMMENDATIONS. 9 9 24"x24" G-1 2000 CFM SBSB KEY NOTES 1 2 DO NOT ROUTE ANY DUCTWORK, PIPING, ETC. NOT ASSOCIATED WITH AC-1 IN THIS ROOM. ANYTHING ROUTED THROUGH THIS ROOM NOT ASSOCIATED WITH AC-1 WILL BE RELOCATED AT NO COST TO OWNER. CAP DUCTWORK FOR FUTURE BUILD OUT. 3 8"X8" EA UP TO EF-2. 4 VERTICAL DUCT TAPS TO BE MINIMUM 5'-0" FROM RTU-1 SA RISER. 5 PROVIDE 10' OF 2" SOUND LINING ON DISCHARGE OF UNIT. 6 NOT USED 7 SKYLIGHT BY ARCH, AVOID CONFLICT. 8 MAINTAIN 10" CLEARANCE BETWEEN CEILING GRILLE AND DUCT. 9 24"X36" EA UP TO RH-1, PROVIDE SCREENED OPENING ON BOTTOM, TERMINATE DUCT AT UNDERSIDE OF ROOF STRUCTURE. PROVIDE MOTORIZED DAMPER INSIDE ROOF HOOD. PROVIDE SECURITY BARS IN ROOF HOOD. MOTORIZED DAMPER SHALL OPEN UPON DETECTION OF SMOKE IN ANY ROOM ASSOCIATED WITH THE ROOF HOODS RESPECTIVE DAY ROOM. © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 8 : 3 6 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS HVAC PLAN, LEVEL 1 M1.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 TR U E N SCALE:1/8" = 1'-0" HVAC PLAN, LEVEL 1 GENERAL NOTES A FOR SYMBOLS AND ABBREVIATIONS SEE DRAWING M0.1. B ALL DUCTS SHALL BE SEALED PER IMC. C ALL DUCTS UPSTREAM OF VAV BOXES SHALL BE CONSIDERED AS MEDIUM PRESSURE DUCTWORK. REST OF DUCTWORK SHOWN SHALL BE CONSIDERED AS LOW PRESSURE DUCTWORK. D ALL LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS OF LOW-PRESSURE SUPPLY AND RETURN DUCTS SHALL BE SECURELY FASTENED AND SEALED WITH WELDS, GASKETS, MASTICS (ADHESIVES), MASTIC-PLUS-EMBEDDED-FABRIC SYSTEMS OR TAPES AND INSTALLED IN ACCORDANCE WITH THE MFGR'S INSTALLATION INSTRUCTIONS. E EACH SUPPLY AIR OUTLET AND ZONE TERMINAL DEVICE SHALL BE EQUIPPED WITH MEANS FOR AIR BALANCING IN ACCORDANCE WITH THE REQUIREMENTS OF IMC 603.17 AND THE SPECIFICATIONS. 3/10/22 S S SBSB SB B C D E F G H 2 3 4 5 6 1 A 4.5 30"x10" RA DN 8"x8" SA DN 24"x10" SA DN 6"x6" RA 6"x6" RA 20 " x 1 0 " S A M3.1 1 SEE SHEET M1.3 FOR MECHANICAL ROOF WORK SEE SHEET M1.3 FOR MECHANICAL ROOF WORK CORR. 201 STORAGE 203 ATTORNEY 204 TEMP. HOLDING 205 2 M4.1 8"x8" D-2 100 CFM 6"x6" G-1 70 CFM 8"x8" D-2 100 CFM 6"x6" G-1 95 CFM 6"x8" G-1 100 CFM 12"x12" SA 12"x12" D-1 450 CFM TYP 3 6"x6" D-2 90 CFM 14"x14" G-1 600 CFM CU-2 © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 8 : 3 6 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS HVAC PLAN, LEVEL 2 M1.2 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 GENERAL NOTES A FOR SYMBOLS AND ABBREVIATIONS SEE DRAWING M0.1. B ALL DUCTS SHALL BE SEALED PER IMC. C ALL DUCTS UPSTREAM OF VAV BOXES SHALL BE CONSIDERED AS MEDIUM PRESSURE DUCTWORK. REST OF DUCTWORK SHOWN SHALL BE CONSIDERED AS LOW PRESSURE DUCTWORK. D ALL LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS OF LOW-PRESSURE SUPPLY AND RETURN DUCTS SHALL BE SECURELY FASTENED AND SEALED WITH WELDS, GASKETS, MASTICS (ADHESIVES), MASTIC-PLUS-EMBEDDED-FABRIC SYSTEMS OR TAPES AND INSTALLED IN ACCORDANCE WITH THE MFGR'S INSTALLATION INSTRUCTIONS. E EACH SUPPLY AIR OUTLET AND ZONE TERMINAL DEVICE SHALL BE EQUIPPED WITH MEANS FOR AIR BALANCING IN ACCORDANCE WITH THE REQUIREMENTS OF IMC 603.17 AND THE SPECIFICATIONS. TR U E N SCALE:1/8" = 1'-0" HVAC PLAN, LEVEL 2 3/10/22 B C D E F G H 2 3 4 5 6 1 A 4.5 RTU-1 RTU-2 CU-1 RTU-3 EF-1 EF-2 EF-4 EF-5 EF-6 2 M4.1 CU-2 RH-1 RH-1 5"ø CA 5"ø FEA 5"ø FEA 5"ø CA © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 8 : 3 6 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS MECHANICAL ROOF PLAN M1.3 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 GENERAL NOTES A FOR SYMBOLS AND ABBREVIATIONS SEE DRAWING M0.1. B ALL DUCTS SHALL BE SEALED PER IMC. C ALL DUCTS UPSTREAM OF VAV BOXES SHALL BE CONSIDERED AS MEDIUM PRESSURE DUCTWORK. REST OF DUCTWORK SHOWN SHALL BE CONSIDERED AS LOW PRESSURE DUCTWORK. D ALL LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS OF LOW-PRESSURE SUPPLY AND RETURN DUCTS SHALL BE SECURELY FASTENED AND SEALED WITH WELDS, GASKETS, MASTICS (ADHESIVES), MASTIC-PLUS-EMBEDDED-FABRIC SYSTEMS OR TAPES AND INSTALLED IN ACCORDANCE WITH THE MFGR'S INSTALLATION INSTRUCTIONS. E EACH SUPPLY AIR OUTLET AND ZONE TERMINAL DEVICE SHALL BE EQUIPPED WITH MEANS FOR AIR BALANCING IN ACCORDANCE WITH THE REQUIREMENTS OF IMC 603.17 AND THE SPECIFICATIONS. TR U E N SCALE:1/8" = 1'-0" MECHANICAL ROOF PLAN PROVIDE MOTORIZED DAMPERS ON LOUVERS (LOUVERS BY ARCH). DAMPERS TO INTERLOCK WITH SMOKE CONTROL SYSTEM. PROVIDE MOTORIZED DAMPERS ON LOUVERS (LOUVERS BY ARCH). DAMPERS SHALL OPEN UPON SMOKE DETECTION IN THE SPACE. 3/10/22 Snow MeltDesign:133.0 Btu/(hr·ft²) Backloss:49.5 Btu/(hr·ft²)Total:182.5 Btu/(hr·ft²) T P P B C D E F G H 2 3 4 5 6 1 A 4.5 NIC NIC DAYROOM 133 CHASE C138 HOUSING 8 BEDS 137 CHASE 136 HOUSING 6 BEDS 135 CHASE C128 CORRIDOR-1 124-1 OUTDOOR RECREATION 134 HOUSING 6 BEDS 128 CHASE C109 HOLDING 110 CHASE C111 HOLDING 111 FIRE RISER 120 HOLDING 109 PROPERTY STORAGE 106 OFFICER 126 OUTDOOR RECREATION 132 HOUSING 8 BEDS 129 HOUSING 6 BEDS 131 CHASE 130 DISPATCH (SHELLED) 143 CORRIDOR (SHELLED) 139 MEDICAL EXAM 105 ELEV. 113 BOOKING 108 ADA HOLDING 112 SALLYPORT 101 KITCHEN 102 IDF, SECURITY AND ELECTRONICS 104 WORKROOM (SHELLED) 141 RADIO EQUIPMENT 140 VEST. 114 STAFF RR 117 STORAGE 115 ELEC. 122 MECHANICAL 118 DAYROOM 127 HOUSING 6 BEDS 138 CELL 98 CELL 49 LAUNDRY 55 CORRIDOR 69 FEMALE REC YARD 44 CELL 48 SALLYPORT 50 VAV-1-8 VAV-1-6 VAV-1-9VAV-1-1 VAV-1-5 VAV-1-7VAV-1-4 VAV-1-3 VAV-1-2 VAV-2-4 VAV-2-2 VAV-2-1 VAV-2-3 VAV-2-5 VAV-2-6 3" HWS/R UP AC-1 RS/RL UP TO CU-1, SIZE PER MANUFACTURER'S RECOMMENDATIONS 2" HWS/R, CAPPED FOR FUTURE CONNECTION 88.6 GPM M-124 PROVIDE MANIFOLD FOR OUTDOOR REC HEATED SLAB. PROVIDE UNDERFLOOR RADIANT PIPING FROM MANIFOLD TO OUTDOOR REC. PROVIDE RADIANT SLAB HEATING FOR OUTDOOR REC SPACE. RFH-124 2" HWS/R UP TO RTU-1 1" HWS/R UP TO RTU-2 1 1/2" HWR 1 1/2" HWS 1 1/2" HWS 1 1/2" HWR 1 1/4" HWS 1 1/4" HWR 2" HWS 2" HWR 1 1/2" HWS 1 1/2" HWR 3/4" HWS 3/4" HWR 1 1/4" HWS 1 1/4" HWR 2" HWR 2" HWS 2" HWS 2" HWR 1-1/2" GAS BELOW GRADE. SEE CIVIL FOR CONTINUATION. GAS METER 1 1/4" G UP 1" G 3/4" HWR 3/4" HWS 3/4" HWR 3/4" HWS 3/4" HWR 3/4" HWR 3/4" HWS 2" HWR 2" HWS 3/4" HWS 1 1/4" HWS 3/4" HWR 3/4" HWS3/4" HWS 3/4" HWR 3/4" HWS 3/4" HWS 3/4" HWS 1" HWS 1" HWR 1 1/4" HWS 1 1/4" HWS 3/4" HWR 3/4" HWS 1" HWR 1" HWS 3/4" CD DN TO FS-1 VIA 1" AIR GAP 3/4" CD EUH-130 EUH-136 1 1/2" G HUH-120 WH-1 WH-2 HUH-143A HUH-143B 1 1/4" HWS 1 1/4" HWR AC-2 3/4" CD 3/4" CD DN TO MS-1 VIA 1" AIR GAP VAV-2-7 1 1/2" HWS/R UP TO RTU-3 1" HWS 1" HWR HUH-101 RS/RL UP TO CU-2, SIZE PER MFGR'S RECOMMENDATIONS DP SENSOR DP SENSOR KEY NOTES DO NOT ROUTE ANY DUCTWORK, PIPING, ETC. NOT ASSOCIATED WITH AC-1 IN THIS ROOM. ANYTHING ROUTED THROUGH THIS ROOM NOT ASSOCIATED WITH AC-1 WILL BE RELOCATED AT NO COST TO OWNER. 1 © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 8 : 4 1 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS MECHANICAL PIPING PLAN, LEVEL 1 M2.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 TR U E N SCALE:1/8" = 1'-0" MECHANICAL PIPING PLAN, LEVEL 1 1 3/10/22 B C D E F G H 2 3 4 5 6 1 A 4.5 M3.1 1 © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 8 : 4 1 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS MECHANICAL PIPING PLAN, LEVEL 2 M2.2 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 TR U E N SCALE:1/8" = 1'-0" MECHANICAL PIPING PLAN, LEVEL 2 3/10/22 TS GP1 GP1 GP2 2' - 3 " 3 ' - 3 " 18 5' - 0 " 19 8' - 1 0 " GP1 2' - 5 " 7' - 8 " 3' - 2 " 4' - 0 " 9 8'- 0 " C O N O2 SB P B-1 B-2 P-1 P-2 ET-1 AS-1 3" HWS/R DN THRU FLOOR 1 1/4" G DN HOUSEKEEPING PAD BY STRUCTURAL BOILER EPO SWITCH BY DIV. 26. EUH-132 EF-312"x12" G-2 200 CFM 3/4" CW DN LOUVER BY ARCHMOTORIZED DAMPER CONNECT CA/EA. PIPE PER MANUFACTURER'S RECOMMENDATIONS. 5"ø CA 5"ø FEA 5"ø FEA 5"ø CA C 2 1 36"X20" SA UP TO RTU-2 TYP 6 12"ø D-2 500 CFM TYP 4 24 " x 1 4 " S A 30"x20" SA 36"x20" SA 6 20 " x 1 4 " R A 14 " x 1 4 " R A 14"x14" G-1 1000 CFM TYP 2 22 " x 1 2 " S A 14 " x 1 4 " S A 12"ø G-1 400 CFM 10 " x 1 0 " E A 6" x 6 " E A 6"ø G- 100 CFM 6"ø D-2 100 CFM © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 8 : 4 2 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS ENLARGED MECHANICAL PLANS M3.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 GENERAL NOTES A FOR SYMBOLS AND ABBREVIATIONS SEE DRAWING M0.1. B ALL DUCTS SHALL BE SEALED PER IMC. C ALL DUCTS UPSTREAM OF VAV BOXES SHALL BE CONSIDERED AS MEDIUM PRESSURE DUCTWORK. REST OF DUCTWORK SHOWN SHALL BE CONSIDERED AS LOW PRESSURE DUCTWORK. D ALL LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS OF LOW-PRESSURE SUPPLY AND RETURN DUCTS SHALL BE SECURELY FASTENED AND SEALED WITH WELDS, GASKETS, MASTICS (ADHESIVES), MASTIC-PLUS-EMBEDDED-FABRIC SYSTEMS OR TAPES AND INSTALLED IN ACCORDANCE WITH THE MFGR'S INSTALLATION INSTRUCTIONS. E EACH SUPPLY AIR OUTLET AND ZONE TERMINAL DEVICE SHALL BE EQUIPPED WITH MEANS FOR AIR BALANCING IN ACCORDANCE WITH THE REQUIREMENTS OF IMC 603.17 AND THE SPECIFICATIONS. SCALE:1/4" = 1'-0"M3.1 1 ENLARGED VIEW - LEVEL 2 MECH SCALE:3/8" = 1'-0"M3.1 2 KITCHEN 102 3/10/22 LEVEL 01 100' - 0" LOWER ROOF 114' - 0" LEVEL 02 119' - 0" 12"x14" SA 10"x12" SA 20"x32" SA 8"x8" RA 8"x8" G-1 130 CFM 8"x8" D-2 140 CFM VAV-1-2 10"x12" RA 16"x16" RA 8"x8" EA RTU-1 16"x26" RA 10"x12" RA VAV-1-1 EF-2 VAV-1-9 6"x8" SA 12"x12" SA © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 8 : 4 3 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS MECHANICAL SECTIONS M4.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 SCALE:1/4" = 1'-0" ENLARGED CORRIDOR 117 VIEW 3/10/22 GENERAL NOTE: 1. FOR ADDITIONAL PIPING REQUIRENMENT SEE MECHANICAL DETAILS, M7.1 and M7.2 2. UNLESS EXPLICITLY INDICATED IN DIVISION 26 CONTRACT DOCUMENTS, ALL ELECTRICAL WIRING, RACEWAY, ENCLOSURES, OVERCURRENT PROTECTION, MISC. COMPONENTS AND CONNECTIONS NECESSARY FOR A COMPLETE AND OPERATING CONTROLS SYSTEM SHALL BE PROVIDED AS PART OF SPECIFICATION SECTION 230900. CONVENIENCE OUTLETS INDICATED IN DIVISION 26 CONTRACT DOCUMENTS SHALL NOT BE USED AS A POWER SOURCE. ALL WORK SHALL BE IN ACCORDANCE WITH DIVISION 26 REQUIREMENTS. 3. FULL CONTROL FUNCTIONALITY SHALL BE AVAILABLE VIA THE INTERNET WITHOUT NEED FOR ANY SPECIAL SOFTWARE, EQUIPMENT OR DEVICES (DONGLES). SU P P L Y A I R T E M P 60°F 55°F 19°F OA TEMP 77°F SUPPLY AIR TEMPERATURE RESET SEQUENCE: 100% OUTSIDE AIR VAV AHU W/HEAT RECOVERY: UNIT OPERATION • THE UNIT SHALL RUN 24/7. FREEZE PROTECTION: THE UNIT SHALL SHUT DOWN AND GENERATE AN ALARM WHEN DISCHARGE TEMPERATURE DROPS TO 40 °F (ADJ.). UNIT SHALL RESTART UPON ACKNOWLEDGEMENT OF ALARM AT USER INTERFACE. HIGH STATIC SHUTDOWN: THE UNIT SHALL SHUT DOWN AND GENERATE AN ALARM UPON RECEIVING A HIGH STATIC SHUTDOWN SIGNAL WHEN STATIC PRESSURE OF 3.5 IN WC OR GREATER (ADJ.) IS REACHED. UNIT SHALL RESTART UPON ACKNOWLEDGEMENT OF ALARM AT USER INTERFACE. SMOKE DETECTION: THE UNIT SHALL SHUT DOWN AND GENERATE AN ALARM UPON RECEIVING A RETURN AIR SMOKE DETECTOR STATUS AND/OR RETURN AIR SMOKE DETECTOR STATUS. UNIT SHALL BE ALLOWED TO RESTART UP TO 3 TIMES IN ANY 24 HOUR PERIOD (ADJ.) UPON ACKNOWLEDGEMENT OF ALARM AT USER INTERFACE. UPON 4TH ALARM IN 24 HOUR PERIOD (ADJ.), LOCAL MANUAL RESET AT THE SMOKE DETECTOR SHALL BE REQUIRED. SUPPLY FAN: THE SUPPLY FAN SHALL RUN ANYTIME THE UNIT IS COMMANDED TO RUN, UNLESS SHUTDOWN ON SAFETIES. TO PREVENT SHORT CYCLING, THE SUPPLY FAN SHALL HAVE A USER DEFINABLE (10 MINUTES) MINIMUM RUNTIME. ALARMS SHALL BE PROVIDED AS FOLLOWS: • SUPPLY FAN FAILURE: COMMANDED ON, BUT THE STATUS IS OFF. • SUPPLY FAN IN HAND: COMMANDED OFF, BUT THE STATUS IS ON. • SUPPLY FAN RUNTIME EXCEEDED: STATUS RUNTIME EXCEEDS A 24 HOUR (ADJ.) LIMIT. SUPPLY AIR DUCT STATIC PRESSURE CONTROL: THE CONTROLLER SHALL MEASURE DUCT STATIC PRESSURE AND MODULATE THE SUPPLY FAN VFD SPEED TO MAINTAIN A DUCT STATIC PRESSURE SETPOINT. THE SPEED SHALL NOT DROP BELOW 30% (ADJ.). THE STATIC PRESSURE SETPOINT SHALL BE RESET BASED ON ZONE DAMPER POSITION AND AIRFLOW REQUIREMENTS AS DESCRIBED BELOW. STATIC PRESSURE SENSOR TO BE MOUNTED IN UNIT DISCHARGE. SEE PLANS FOR LOCATION. 1. THE EMCS SHALL CONTINUOUSLY MONITOR THE DAMPER POSITION OF ALL ASSOCIATED VAV TERMINAL UNITS AND DETERMINE THE CRITICAL ZONE (CZ). THE CZ SHALL BE THE VAV TERMINAL UNIT THAT HAS THE LOWEST PERCENTAGE OF ACTUAL AIRFLOW COMPARED TO ITS CURRENT OPERATING AIRFLOW SETPOINT. 2. THE DISCHARGE DUCT STATIC PRESSURE SHALL BE SENSED DIRECTLY AT THE DISCHARGE OF EACH AIR HANDLER A MINIMUM OF 10 FEET AWAY FROM DISCHARGE OF FAN IN A NON-TURBULENT LOCATION. THE INITIAL DUCT STATIC PRESSURE SETPOINT SHALL BE 1.5 IN WC (ADJ.) 3. WHEN THE CZ DAMPER IS FULLY OPEN AND ACTUAL/SETPOINT AIRFLOW RATIO IS GREATER THAN 95%, THE DUCT STATIC PRESSURE SETPOINT SHALL BE INCREMENTALLY RESET DOWN BY 5% (ADJ.) OF PREVIOUS SETPOINT AT A FREQUENCY OF 5 MINUTES (ADJ.) TO A MINIMUM OF 0.5 IN WC (ADJ.) OR THE SUPPLY FAN VFD HAS REACHED ITS LOWEST OPERATING SPEED LIMIT. LOW SPEED LIMIT SHALL BE SET AT 30% (ADJ.) 4. WHEN THE CZ DAMPER IS FULLY OPEN AND ACTUAL/SETPOINT AIRFLOW RATIO IS LESS THAN 90% AND SPACE TEMPERATURE IS NOT SATISFIED, THE REVERSE SHALL OCCUR AND THE DUCT STATIC PRESSURE SETPOINT SHALL INCREMENTALLY RESET UP TO A MAXIMUM OF 2.0 IN WC (ADJ.). 5. THE CONTROL BANDS, SETPOINT INCREMENT VALUES AND ADJUSTMENT FREQUENCY SHALL BE ADJUSTED TO MAINTAIN MAXIMUM STATIC PRESSURE OPTIMIZATION WITH STABLE SYSTEM CONTROL AND MAXIMUM COMFORT CONTROL. ALARMS SHALL BE PROVIDED AS FOLLOWS: • HIGH SUPPLY AIR STATIC PRESSURE: IF THE SUPPLY AIR STATIC PRESSURE IS 25% (ADJ.) GREATER THAN SETPOINT. • LOW SUPPLY AIR STATIC PRESSURE: IF THE SUPPLY AIR STATIC PRESSURE IS 25% (ADJ.) LESS THAN SETPOINT. • SUPPLY FAN VFD FAULT. RETURN FAN / RETURN AIRFLOW: OCCUPIED MODE: THE RETURN FAN SHALL RUN WHENEVER THE SUPPLY FAN RUNS. RETURN FAN SPEED SHALL TRACK THE SUPPLY FAN SPEED AND MODULATE THE RETURN/SUPPLY FAN VFD'S IN UNISON. RETURN AIRFLOW SETPOINT SHALL BE 90% (ADJ.) OF THE SUPPLY AIRFLOW. THE RETURN FAN VFD SPEED SHALL NOT DROP BELOW 30% (ADJ.). UNOCCUPIED MODE: THE RETURN FAN SHALL REMAIN OFF. ALARMS SHALL BE PROVIDED AS FOLLOWS: • RETURN FAN FAILURE: COMMANDED ON, BUT THE STATUS IS OFF. • RETURN FAN IN HAND: COMMANDED OFF, BUT THE STATUS IS ON. • RETURN FAN RUNTIME EXCEEDED: STATUS RUNTIME EXCEEDS A 24 HOUR (ADJ.) LIMIT. • RETURN FAN VFD FAULT. • HIGH RETURN AIRFLOW: IF THE RETURN AIRFLOW IS AN ADJUSTABLE PERCENTAGE GREATER THAN SETPOINT. • LOW RETURN AIRFLOW: IF THE RETURN AIRFLOW IS AN ADJUSTABLE PERCENTAGE LESS THAN SETPOINT. SUPPLY TEMPERATURE SETPOINT - OUTSIDE AIR RESET THE CONTROLLER SHALL MONITOR THE SUPPLY AIR TEMPERATURE, SHALL MAINTAIN A SUPPLY AIR TEMPERATURE OF 55°F AND RESET UPWARDS TO 60°F. ALARMS SHALL BE PROVIDED AS FOLLOWS: • SUPPLY TEMPERATURE IS 10 ºF (ADJ.) GREATER THAN SETPOINT. • SUPPLY TEMPERATURE IS 10 °F (ADJ.) LESS THAN SETPOINT. HEAT RECOVERY HEAT EXCHANGER: THE CONTROLLER SHALL MONITOR THE OA TEMPERATURE DOWNSTREAM OF THE AIR-TO-AIR HEAT EXCHANGER AND MODULATE THE FACE AND BYPASS DAMPER TO MAINTAIN UNIT SUPPLY AIR TEMPERATURE SETPOINT. THE HEAT EXCHANGER SHALL BE UTILIZED FOR HEAT RECOVERY WHENEVER: • UNIT RETURN AIR TEMPERATURE IS 3°F (ADJ.) OR MORE ABOVE THE OUTSIDE AIR TEMPERATURE. • AND OUTSIDE AIR TEMPERATURE IS LESS THAN 55 ºF (ADJ). • AND THE SUPPLY FAN IS ON. HEAT EXCHANGER FROST PROTECTION MODE: THE FACE AND BYPASS DAMPER SHALL MODULATE TO PARTIAL BYPASS MODE TO MAINTAIN 35 ºF (ADJ.) EXHAUST AIR TEMPERATURE AND SHALL OVERRIDE STANDARD HEAT RECOVERY MODE OPERATION. HEATING HOT WATER COIL: THE CONTROLLER SHALL MONITOR THE SUPPLY AIR TEMPERATURE AND MODULATE THE HEATING COIL VALVE TO MAINTAIN DISCHARGE AIR TEMPERATURE SETPOINT. THE HEATING COIL SHALL BE ENABLED WHENEVER: • OUTSIDE AIR TEMPERATURE IS LESS THAN 65 ºF (ADJ.). • AND THE SUPPLY FAN STATUS IS ON. • AND THE HEAT RECOVERY HEAT EXCHANGER IS IN FULL FACE MODE OR FROST PROTECTION MODE. • OR THE FREEZESTAT IS ON. • OR THE SUPPLY FAN STATUS IS OFF AND OUTDOOR TEMPERATURE IS 30 ºF (ADJ.), OR LESS. ALARMS SHALL BE PROVIDED AS FOLLOWS: • LOW SUPPLY AIR TEMP: IF THE SUPPLY AIR TEMPERATURE IS 5°F (ADJ.) LESS THAN SETPOINT AFTER 30 MINUTES (ADJ). • HIGH SUPPLY AIR TEMP: F THE SUPPLY AIR TEMPERATURE IS 15°F (ADJ.) MORE THAN SETPOINT AFTER 30 MINUTES (ADJ). DIRECT EXPANSION COIL: THE CONTROLLER SHALL MONITOR THE SUPPLY AIR TEMPERATURE AND MODULATE THE DX COIL TO MAINTAIN DISCHARGE AIR TEMPERATURE SETPOINT. THE DX COIL SHALL BE ENABLED WHENEVER: • OUTSIDE AIR TEMPERATURE IS GREATER THAN 60 ºF (ADJ.). • AND THE SUPPLY FAN STATUS IS ON. • AND THE ECONOMIZER IS DISABLED OR FULLY OPEN • OR THE HEATING IS NOT ACTIVE ALARMS SHALL BE PROVIDED AS FOLLOWS: • HIGH SUPPLY AIR TEMP: F THE SUPPLY AIR TEMPERATURE IS 5°F (ADJ.) MORE THAN SETPOINT AFTER 30 MINUTES (ADJ). OUTSIDE AIR AND EXHAUST AIR DAMPER CONTROL: OUTSIDE AIR AND EXHAUST AIR DAMPERS SHALL BE OPEN WHEN UNIT IS OPERATING IN THE OCCUPIED MODE AND SHALL BE CLOSED ALL OTHER TIMES, EXCEPT AS INDICATED. FACE AND BYPASS DAMPER CONTROL: COOLING: ON CALL FOR COOLING, THE FACE DAMPER SHALL CLOSE AND THE BYPASS DAMPER SHALL OPEN WHEN THE OUTSIDE AIR TEMPERATURE IS LESS THAN THE RETURN AIR TEMPERATURE AND ACT AS THE FIRST STAGE OF COOLING. IF COOLING IS NOT SATISFIED IN THE ZONE LEVEL, THE FACE DAMPER SHALL REMAIN CLOSED, THE BYPASS DAMPER SHALL REMAIN OPEN AND MECHANICAL COOLING SHALL BE ENABLED. WHEN THE OUTSIDE AIR RISES ABOVE THE RETURN AIR TEMPERATURE, THE FACE AND BYPASS DAMPERS SHALL REVERSE. HEATING: ON CALL FOR HEATING, THE FACE DAMPER SHALL OPEN AND THE BYPASS DAMPER SHALL CLOSE. FILTER DIFFERENTIAL PRESSURE MONITOR: THE CONTROLLER SHALL MONITOR THE DIFFERENTIAL PRESSURE ACROSS EACH FILTER BANK. ALARMS SHALL BE PROVIDED AS FOLLOWS: FILTER CHANGE REQUIRED: PREFILTER DIFFERENTIAL PRESSURE EXCEEDS A USER DEFINABLE LIMIT (ADJ.). IDAHO ENERGY CODE REQUIREMENTS • OUTSIDE AIR INTAKE, EXHAUST AIR, AND RELIEF AIR DAMPERS SHALL CONFORM TO IECC SECTION C403.7.7. • RETURN AIR DAMPERS SHALL CONFORM TO IECC SECTION C403.7.7. • ALL DDC INPUT/OUTPUT CONTROL POINTS SHALL BE TRENDABLE AND ADJUSTABLE FOR DEMAND RESPONSE SETPOINT. • ECONOMIZER COOLING SHALL BE THE FIRST STAGE OF COOLING. UNIT SHALL BE CAPABLE OF PROVIDING INTEGRATED ECONOMIZER OPERATION PER IECC SECTION C403.5. COMMISSIONING CONTRACTOR SHALL REFER TO COMMISSIONING TREND REQUIREMENTS IN DIV. 23 SPECIFICATION. AI - EXHAUST AIR TEMP BO - EXHAUST AIR DAMPER M EA N.C.M EF CTBI - EXHAUST FAN STATUS T AI - RETURN AIR TEMP AI - FILTER DIFFERENTIAL PRESSURE T H L DUCT SMOKE DETECTOR FIRE ALARM HARD WIRED TO SHUTDOWN FAN IN AN EVENT, OUTPUT TO FIRE ALARM PANEL. RA BI - HEAT WHEEL STATUS BO - HEAT WHEEL START/STOP AO - HEAT WHEEL VFD SPEED BI - HEAT WHEEL VFD FAULT VFDCTM AI - HEAT WHEEL DISCHARGE AIR TEMP AI - SUPPLY AIR TEMP H L H L AI - SUPPLY AIR STATIC PRESSURE LOCATE 2/3 DISTANCE DOWN LONGESET DUCT SA AI -OUTSIDE AIR TEMP AI - FILTER DIFFERENTIAL PRESSURE BI - OUTSIDE AIR DAMPER STATUS AO - OUTSIDE AIR DAMPER M H L T N.C. OA AI - AIR FLOW MEASUREMENT T T SA VFD BO - EXHAUST FAN START/STOP AO - EXHAUST FAN SPEED AO - EXHAUST FAN VFD FAULT AI - COOLING COIL LAT AI - FREEZESTAT @ 40°F T F HW 2 OR 3-WAY VALVE. SEE EQUIPMENT SCHEDULES. AO - HEATING VALVE M DX REFRIGERATION CONTROLLER (PROVIDED BY MANUFACTURER) BO - COOLING ENABLE AO - COOLING MODULATION (0-10V DC) AI - HWR TEMPERATURE HWR HWS BO - SUPPLY FAN START/STOP AO - SUPPLY FAN VFD SPEED BI - SUPPLY FAN VFD VAULT VFD CTBI - SUPPLY FAN STATUS M SF OCCUPANCY BY ELECTRICAL. INTERFACE W/ EMCS BY 230900. OCC BI - ZONE OCCUPANCY (WHERE INDICATED) AI - ZONE SETPOINT AI - ZONE TEMPERATURE BI - TIMED OVERRIDE C O2 T AI - ZONE CO2 PPM (WHERE INDICATED) AI - DISCHARGE AIR TEMPERATURE AO - PRIMARY AIR DAMPER POSITION H WS M F AI - AIRFLOW HWS AUTOFLOW VALVE HWR AO - VAV REHEATING VALVE 3-WAY VALVE SHOWN. PROVIDE 2-WAY VALVE WHERE SCHEDULED. VAV TERMINAL UNIT SEQUENCE OF OPERATIONS - ZONES WITHOUT FIN TUBE RADIATOR OCCUPANCY: TEMPERATURE SETPOINT: OCCUPIED MODE: COOLING: 75º F (ADJ.) HEATING: 70º F (ADJ.)* ALARMS SHALL BE PROVIDED AS FOLLOWS: • HIGH ZONE TEMP: IF THE ZONE TEMPERATURE IS GREATER THAN THE COOLING SETPOINT BY A USER DEFINABLE AMOUNT (ADJ.). • LOW ZONE TEMP: IF THE ZONE TEMPERATURE IS LESS THAN THE HEATING SETPOINT BY A USER DEFINABLE AMOUNT (ADJ.). MINIMUM VENTILATION ON CARBON DIOXIDE (CO2) CONCENTRATION: WHERE C02 SENSORS ARE INDICATED, THE CONTROLLER SHALL MEASURE THE ZONE CO2 LEVELS AND MODULATE THE ZONE DAMPER OPEN ON RISING CO2 CONCENTRATIONS, OVERRIDING NORMAL DAMPER OPERATION TO MAINTAIN A CO2 SETPOINT OF NOT MORE THAN 750 PPM ABSOLUTE (ADJ.). ALARMS SHALL BE PROVIDED AS FOLLOWS: HIGH ZONE CARBON DIOXIDE CONCENTRATION: IF THE ZONE CO2 CONCENTRATION IS GREATER THAN 1000 PPM (ADJ.). ZONE SETPOINT ADJUST: THE OCCUPANT SHALL BE ABLE TO ADJUST THE ZONE TEMPERATURE HEATING AND COOLING SETPOINT PLUS OR MINUS 2 DEGREES (ADJ.) AT THE ZONE SENSOR. REVERSING VARIABLE VOLUME TERMINAL UNIT - FLOW CONTROL: THE UNIT SHALL MAINTAIN ZONE SETPOINTS BY CONTROLLING THE AIRFLOW THROUGH ONE OF THE FOLLOWING: OCCUPIED: • WHEN ZONE TEMPERATURE IS GREATER THAN ITS COOLING SETPOINT, THE ZONE DAMPER SHALL MODULATE BETWEEN THE MINIMUM COOLING AIRFLOW (ADJ.) AND THE MAXIMUM COOLING AIRFLOW (ADJ.) UNTIL THE ZONE IS SATISFIED. • WHEN THE ZONE TEMPERATURE IS BETWEEN THE COOLING SETPOINT AND THE HEATING SETPOINT, THE ZONE DAMPER SHALL MAINTAIN THE MINIMUM REQUIRED ZONE VENTILATION (ADJ.). • WHEN ZONE TEMPERATURE IS LESS THAN ITS HEATING SETPOINT, THE CONTROLLER SHALL ENABLE HEATING TO MAINTAIN THE ZONE TEMPERATURE AT ITS HEATING SETPOINT. UNOCCUPIED: • WHEN THE ZONE IS UNOCCUPIED THE ZONE DAMPER SHALL BE CLOSED EXCEPT TO MEET CALL FOR HEATING OR COOLING. • WHEN THE ZONE TEMPERATURE IS GREATER THAN ITS COOLING SETPOINT, THE ZONE DAMPER SHALL MODULATE BETWEEN THE MINIMUM COOLING AIRFLOW (ADJ.) AND THE MAXIMUM COOLING AIRFLOW (ADJ.) UNTIL THE ZONE IS SATISFIED. • WHEN ZONE TEMPERATURE IS LESS THAN ITS UNOCCUPIED HEATING SETPOINT, THE CONTROLLER SHALL ENABLE HEATING TO MAINTAIN THE ZONE TEMPERATURE AT THE SETPOINT. HEATING COIL VALVE: THE CONTROLLER SHALL MEASURE THE ZONE TEMPERATURE AND MODULATE THE HEATING COIL VALVE OPEN ON DROPPING TEMPERATURE TO MAINTAIN ITS HEATING SETPOINT. DISCHARGE AIR TEMPERATURE: THE CONTROLLER SHALL MONITOR THE DISCHARGE AIR TEMPERATURE. SUPPLY AIR TEMPERATURE SHALL BE LIMITED TO 85º F (ADJ.) ALARMS SHALL BE PROVIDED AS FOLLOWS: • HIGH DISCHARGE AIR TEMP: IF THE DISCHARGE AIR TEMPERATURE IS GREATER THAN 95°F (ADJ.). • LOW DISCHARGE AIR TEMP: IF THE DISCHARGE AIR TEMPERATURE IS LESS THAN 40°F (ADJ.). SUPPLY AIR SPACE TEMPERATURE (AI) 7-DAY PROGRAMMABLE THERMOSTAT BY CU MFGR T D X RS RL CU RUN CONDITIONS - AUTOMATIC OPERATION: THE UNIT SHALL RUN CONTINUOUSLY TO MAINTAIN THE FOLLOWING SETPOINTS: • 75°F (ADJ.) COOLING SETPOINT • 55°F (ADJ.) HEATING SETPOINT (FOR HEAT PUMP UNITS) FAN: THE FAN SHALL RUN ANYTIME THE UNIT IS COMMANDED TO RUN, UNLESS SHUTDOWN ON SAFETIES. HEATING AND COOLING - 1 COMPRESSOR STAGING: THE COMPRESSOR SHALL RUN ANYTIME THE UNIC IS COMMANDED TO RUN, UNLESS SHUTDOWN ON SAFETIES. ON MODE CHANGE, THE COMPRESSOR SHALL BE DISABLED AND REMAIN OFF UNTIL AFTER THE REVERSING VALVE HAS CHANGED POSITION. ZONE TEMPERATURE, AI (THERMOSTAT EITHER INTEGRAL TO UNIT OR ON WALL. SEE PLANS AND SCHEDULE FOR THERMOST AT LOCATIONS)T SUPPLY AIR H W HEATING WATER CONTROL VALVE 2-WAY OR 3-WAY AS INDICATED, AI HWS HWR CT MS BI - STATUS BO - START/STOP RETURN AIR HYDRONIC UNIT HEATER SEQUENCE OF OPERATIONS RUN CONDITIONS - SCHEDULED: THE UNIT SHALL RUN CONTINUOUSLY TO MAINTAIN THE FOLLOWING SETPOINTS: OCCUPIED MODE: 55°F (ADJ.) HEATING SETPOINT. UNOCCUPIED MODE: 55°F (ADJ.) HEATING SETPOINT. SUPPLY FAN: THE SUPPLY FAN SHALL RUN ANYTIME THE UNIT IS COMMANDED TO RUN, UNLESS SHUTDOWN ON SAFETIES. HEATING COIL VALVE: THE CONTROLLER SHALL MEASURE THE ZONE TEMPERATURE AND MODULATE THE HEATING COIL VALVE TO MAINTAIN ITS HEATING SETPONT. HEATING SHALL BE ENABLED WHENEVER: • THE ZONE TEMPERATURE IS BELOW THE HEATING SETPOINT. • AND THE SUPPLY FAN IS ON. T © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 8 : 4 5 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS CONTROLS DIAGRAMS M5.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 NO SCALEM5.1 1 VAV AIR HANDLING UNIT WITH HEAT RECOVERY (RTU-1 AND 2) NO SCALEM5.1 4 VAV TERMINAL WITH HYDRONIC COIL NO SCALEM5.1 3 SPLIT SYSTEM HEAT PUMP CONTROL DIAGRAM NO SCALEM5.1 2 HYDRONIC UNIT HEATER/CABINET UNIT HEATER CONTROLS 3/10/22 2-POSITION MOTORIZED DAMPER BO - DAMPER EXHAUST FAN EAEA CT MS BI - STATUS BO - START/STOPSEQUENCE: SCHEDULED EXHAUST FAN: RUN CONDITIONS - SCHEDULED: THE FAN SHALL RUN ACCORDING TO A USER DEFINABLE SCHEDULE AND EXHAUST DAMPER PROOF OF OPEN. FAN: THE FAN SHALL HAVE A USER DEFINABLE (ADJ.) MINIMUM RUNTIME OF 30 MINUTES. EXHAUST AIR DAMPER: THE EXHAUST AIR DAMPER WILL OPEN ANYTIME THE FAN RUN STATUS IS CONFIRMED AND WILL CLOSE ANYTIME THE FAN STOPS. THE EXHAUST AIR DAMPER WILL CLOSE 30 SECONDS (ADJ.) AFTER THE FAN STOPS. FAILURE OF CONFIRMATION OF DAMPER STATUS BEING OPEN WILL PREVENT THE OPERATION OF THE EXHAUST FAN. EXHAUST DAMPER WILL CLOSE IF THE EXHAUST FAN STATUS IS NOT CONFIRMED AFTER A USER DEFINED LIMIT OF 20 SECONDS (ADJ) ALARMS SHALL BE PROVIDED AS FOLLOWS: • DAMPER FAILURE: COMMANDED OPEN, BUT THE STATUS IS CLOSED. FAN STATUS: THE CONTROLLER SHALL MONITOR THE FAN STATUS. ALARMS SHALL BE PROVIDED AS FOLLOWS: • FAN FAILURE: COMMANDED ON, BUT THE STATUS IS OFF. • FAN IN HAND: COMMANDED OFF, BUT THE STATUS IS ON. • FAN RUNTIME EXCEEDED: FAN STATUS RUNTIME EXCEEDS A USER DEFINABLE LIMIT (ADJ.). NOTE: REFERENCE FAN SCHEDULE FOR FANS CONTROLLED THUS. BI - DAMPER STATUS 2-POSITION MOTORIZED DAMPER BO - DAMPERM EXHAUST FAN EAEA BI - STATUSCT MS WALL SWITCH WITH PILOT LIGHT, BI MOUNTED AT KITCHEN HOOD S SEQUENCE: EXHAUST FAN: RUN CONDITIONS - SWITCHED: THE UNIT SHALL RUN WHEN SWITCH IS ON. DAMPER: DAMPER SHALL BE INTERLOCKED TO OPEN ANYTIME THE FAN IS COMMANDED TO RUN. NOTE: REFERENCE FAN SCHEDULE FOR FANS CONTROLLED THUS. T ZONE TEMPERATURE, AI TEMPERATURE SETPOINT, AO CARBON MONOXIDE(CO) OR NITROGEN DIOXIDE(NO2): • 35 PPM CO (ADJ) SETPOINT • 5 PPM NO2(ADJ) SETPOINT. ALARMS SHALL BE PROVIDED AS FOLLOWS: • HIGH CO: IF THE ZONE CO IS GREATER THAN THE SETPOINT BY 2 PPM (ADJ.). • HIGH NO2: IF THE ZONE NO2 IS GREATER THAN THE SETPOINT BY 1 PPM (ADJ.). DIGITAL ALARM OUTPUT SHALL BE AVAILABLE AT DDC STATION IN MECHANICAL ROOM FOR DIV. 28 TO CONNECT TO. ZONE SETPOINT ADJUST: THE OCCUPANT SHALL BE ABLE TO ADJUST THE ZONE CO & NO2 SETPOINTS AT THE ZONE CONTROL PANEL. COORDINATE WITH DIVISION 28 FOR ALARM INDICATION IN CENTRAL CONTROL ROOM PANEL. CONTROL ROOM SHALL OPEN VEHICULAR SALLYPORT DOORS WHEN CO AND NO2 LEVELS ARE HIGH. VEHICULAR SALLYPORT UH-4 CO ZONE CARBON MONOXIDE, AINO2 ZONE NITROGEN DIOXIDE, AI GAS SENSORS CONTROL PANEL (BY 230900 CONTRACTOR) W/AUDIBLE ALARM 130°F 100°F -5°F 55°FOA TEMP SUPPLY TEMPERATURE RESET LOCATE AT KITCHEN HWS H L AI - HOT WATER DIFFERENTIAL PRESSURE B-1 B-2 AI - BOILER 1 HOT WATER SUPPLY TEMP BI - BOILER ISOLATION VALVE NO T FLOW SWITCH (TYP 2) AI - BOILER 1 HOT WATER SUPPLY TEMP BI - BOILER ISOLATION VALVE NC T BOILER MANAGEMENT SYSTEM BY BOILER MFGR (TYP 2) GATEWAY BY BOILER MFGR (TYP 2) AI - BOILER 1 RUN CYCLES AI - BOILER 1 RUN HOURS AI - BOILER 1 SUPPLY TEMPERATURE AI - BOILER 2 FIRING RATE AI - BOILER 2 SETPOINT AI - BOILER 2 RUN CYCLES AI - BOILER 2 RUN HOURS AI - BOILER 2 SUPPLY TEMPERATURE EMCS PANEL BI - BOILER 1 STATUS BI - BOILER 1 ALARM BI - BOILER 2 STATUS BI - BOILER 2 ALARM AI - BOILER 1 FIRING RATE AI - BOILER 1 SETPOINT AO - BOILER HOT WATER SUPPLY TEMP SETPOINT BO - BOILER SYSTEM ENABLE T AI - HOT WATER SUPPLY TEMP BO - HOT WATER PUMP 1 START/STOP (HARDWIRED) AO - HOT WATER PUMP 1 VFD SPEED (HARDWIRED) BI - HOT WATER PUMP 1 VFD FAULT VFD CT BI - P-1 STATUS M P-1 P-2 M CT BI - P-2 STATUS VFD BO - HOT WATER PUMP 2 START/STOP (HARDWIRED) AO - HOT WATER PUMP 2 VFD SPEED (HARDWIRED) BI - HOT WATER PUMP 2 VFD FAULT AI - HWS TEMPERATURE AI - HWS FLOW HWS FLOWMETER HWS T AI - HOT WATER RETURN TEMP HWR NOTE: 1. IF INDICATED DATA IS NOT AVAILABLE VIA BOILER MANAGMENT SYSTEM/GATEWAY, PROVIDE DATA VIA HARDWIRE CONNECTION. 2. CONTROL SYSTEM BASED ON FULTON BOILERS. PROVIDE ADDITIONAL COMPONENTS REQUIRED TO OPERATE FULTON BOILERS IN ACCORDANCE WITH SEQUENCE OF OPERATIONS. NOTE: IF INDICATED DATA IS NOT AVAILABLE VIA BOILER MANAGMENT SYSTEM/GATEWAY, PROVIDE DATA VIA HARDWIRE CONNECTION. FOLLOWING SHALL BE HARD WIRED FOR EACH BOILER: • GENERAL ALARM • FIRING RATE • VALVE CONTROL • VALVE POSITION BOILER SYSTEM - RUN CONDITIONS: THE BOILER SYSTEM SHALL BE ENABLED TO RUN WHENEVER OUTSIDE AIR TEMPERATURE IS LESS THAN 65°F (ADJ.) AND A DEFINABLE NUMBER OF HOT WATER COILS NEED HEATING. TO PREVENT SHORT CYCLING, EACH BOILER SHALL RUN FOR AND BE OFF FOR MINIMUM ADJUSTABLE TIMES (BOTH USER DEFINABLE), UNLESS SHUTDOWN ON SAFETIES OR OUTSIDE AIR CONDITIONS. EACH BOILER SHALL RUN SUBJECT TO ITS OWN INTERNAL SAFETIES AND CONTROLS. BOILERS SHALL BE ROTATED WEEKLY AT MIDNIGHT ON SUNDAY (ADJ). BOILER 1 SAFETIES: THE FOLLOWING SAFETIES SHALL BE MONITORED: • BOILER ALARM. • LOW WATER LEVEL. ALARMS SHALL BE PROVIDED AS FOLLOWS: • BOILER ALARM. • LOW WATER LEVEL ALARM. BOILER 2 SAFETIES: THE FOLLOWING SAFETIES SHALL BE MONITORED: • BOILER ALARM. • LOW WATER LEVEL. ALARMS SHALL BE PROVIDED AS FOLLOWS: • BOILER ALARM. • LOW WATER LEVEL ALARM. FLOW SWITCH: FLOW SWITCH ON PIPING SHALL BE HARDWIRED THROUGH LIMIT CIRCUIT FOR EACH BOILER AND SHALL SHUT DOWN ON LOW LIMIT. HOT WATER PUMP LEAD/STANDBY OPERATION (P-1 & P-2): THE TWO HOT WATER PUMPS SHALL OPERATE IN A LEAD/STANDBY FASHION. ISOLATION VALVES SHALL BE PART OF BOILER MANAGEMENT PANEL AND OPERATIONAL SEQUENCES CONTROLLED BY THE PANEL. • THE LEAD PUMP SHALL RUN FIRST. • ON FAILURE OF THE LEAD PUMP, THE STANDBY PUMP SHALL RUN AND THE LEAD PUMP SHALL TURN OFF. • ON DECREASING HOT WATER DIFFERENTIAL PRESSURE, THE LEAD PUMP SHALL MAINTAIN HOT WATER DIFFERENTIAL PRESSURE SETPOINT. THE DESIGNATED LEAD PUMP SHALL ROTATE UPON ONE OF THE FOLLOWING CONDITIONS (USER SELECTABLE): • MANUALLY THROUGH A SOFTWARE SWITCH INTEGRATE PUMPS VFD VIA BACNET HARDWIRED FOR START/STOP AND SPEED. ALARMS SHALL BE PROVIDED AS FOLLOWS: P-1 • FAILURE: COMMANDED ON, BUT THE STATUS IS OFF. • RUNNING IN HAND: COMMANDED OFF, BUT THE STATUS IS ON. • RUNTIME EXCEEDED: STATUS RUNTIME EXCEEDS A USER DEFINABLE LIMIT. • VFD FAULT. P-2 • FAILURE: COMMANDED ON, BUT THE STATUS IS OFF. • RUNNING IN HAND: COMMANDED OFF, BUT THE STATUS IS ON. • RUNTIME EXCEEDED: STATUS RUNTIME EXCEEDS A USER DEFINABLE LIMIT. • VFD FAULT. HOT WATER DIFFERENTIAL PRESSURE CONTROL: THE CONTROLLER SHALL MEASURE HOT WATER DIFFERENTIAL PRESSURE AT INDICATED LOCATIONS AND MODULATE THE HOT WATER PUMP VFDS IN SEQUENCE TO MAINTAIN ITS HOT WATER DIFFERENTIAL PRESSURE SETPOINT AT BOTH LOCATIONS. THE FOLLOWING SETPOINTS ARE RECOMMENDED VALUES. ALL SETPOINTS SHALL BE FIELD ADJUSTED DURING THE COMMISSIONING PERIOD TO MEET THE REQUIREMENTS OF ACTUAL FIELD CONDITIONS. • THE CONTROLLER SHALL MODULATE HOT WATER PUMP SPEEDS TO MAINTAIN A HOT WATER DIFFERENTIAL PRESSURE OF 12LBF/IN2 (ADJ.). THE VFDS MINIMUM SPEED SHALL NOT DROP BELOW 30% (ADJ.). ON DROPPING HOT WATER DIFFERENTIAL PRESSURE, THE VFDS SHALL STAGE ON AND RUN TO MAINTAIN SETPOINT AS FOLLOWS: • THE CONTROLLER SHALL MODULATE THE LEAD VFD TO MAINTAIN SETPOINT. ON RISING HOT WATER DIFFERENTIAL PRESSURE, THE VFDS SHALL STAGE OFF AS FOLLOWS: • THE LEAD VFD SHALL CONTINUE TO RUN TO MAINTAIN SETPOINT. ALARMS SHALL BE PROVIDED AS FOLLOWS: • HIGH HOT WATER DIFFERENTIAL PRESSURE: IF 25% (ADJ.) GREATER THAN SETPOINT. • LOW HOT WATER DIFFERENTIAL PRESSURE: IF 25% (ADJ.) LESS THAN SETPOINT. BOILER LEAD/STANDBY OPERATION: THE TWO BOILERS SHALL OPERATE IN A LEAD/STANDBY FASHION AND SHALL BE CONTROLLED BY BOILER MFGR'S BOILER MANAGEMENT SYSTEM (BMS). • THE LEAD BOILER SHALL RUN FIRST. • ON FAILURE OF THE LEAD BOILER, THE STANDBY BOILER SHALL RUN AND THE LEAD BOILER SHALL TURN OFF. • THE BMS CONTROLLER SHALL STAGE THE BOILERS AND ASSOCIATED BOILER CIRCULATION PUMPS IN SEQUENCE TO MEET TEMPERATURE SETPOINT AS DETERMINED BY EMCS. THE DESIGNATED LEAD BOILER SHALL ROTATE UPON ONE OF THE FOLLOWING CONDITIONS: (USER SELECTABLE): • WEEKLY ALARMS SHALL BE PROVIDED AS FOLLOWS: BOILER 1 • FAILURE: COMMANDED ON, BUT THE STATUS IS OFF. • RUNNING IN HAND: COMMANDED OFF, BUT THE STATUS IS ON. • RUNTIME EXCEEDED: STATUS RUNTIME EXCEEDS A USER DEFINABLE LIMIT. BOILER 2 • FAILURE: COMMANDED ON, BUT THE STATUS IS OFF. • RUNNING IN HAND: COMMANDED OFF, BUT THE STATUS IS ON. • RUNTIME EXCEEDED: STATUS RUNTIME EXCEEDS A USER DEFINABLE LIMIT. • LEAD BOILER FAILURE: THE LEAD BOILER IS IN FAILURE AND THE LAG BOILER IS ON. HOT WATER SUPPLY TEMPERATURE SETPOINT RESET: THE EMCS SHALL DETERMINE HOT WATER SUPPLY TEMPERATURE SETPOINT BASED ON OUTSIDE AIR TEMPERATURE. ALL SETPOINTS SHALL BE ADJUSTABLE. BOILER 1 HOT WATER TEMPERATURE MONITORING: THE FOLLOWING TEMPERATURES SHALL BE MONITORED: • BOILER 1 HOT WATER SUPPLY. • BOILER 1 HOT WATER RETURN. ALARMS SHALL BE PROVIDED AS FOLLOWS: • HIGH HOT WATER SUPPLY TEMP: IF GREATER THAN 200°F (ADJ.). • LOW HOT WATER SUPPLY TEMP: IF LESS THAN 100°F (ADJ.). BOILER 2 HOT WATER TEMPERATURE MONITORING: THE FOLLOWING TEMPERATURES SHALL BE MONITORED: • BOILER 2 HOT WATER SUPPLY. • BOILER 2 HOT WATER RETURN. ALARMS SHALL BE PROVIDED AS FOLLOWS: • HIGH HOT WATER SUPPLY TEMP: IF GREATER THAN 200°F (ADJ.). • LOW HOT WATER SUPPLY TEMP: IF LESS THAN 100°F (ADJ.). BUILDING LOAD THE CONTROLLER SHALL MONITOR THE FLOW METER AND DETERMINE BUILDING LOAD ON A CONTINUAL BASIS. THESE VALUES SHALL BE MADE AVAILABLE TO THE SYSTEM AT ALL TIMES. THE CONTROLLER SHALL DETERMINE THE FACILITY HEATING LOAD WHERE: • LOAD (MBTU/H) = [HWS TEMP (DEGREES F) - HWR TEMP (DEGREES F)] X FLOW (GPM) X 0.5 • MAIN HOT WATER SUPPLY TEMPERATURE IS MEASURED AT A POINT LEAVING THE BOILER PLANT AND ENTERING THE FACILITY. THIS POINT SHALL BE DOWNSTREAM AND COMMON TO ALL BOILERS. THE CONTROLLER SHALL DETERMINE THE FACILITY HEATING LOAD FROM: • HWS FLOW (MAIN HWS LEAVING BOILER PLANT) • HWS TEMPERATURE (MAIN HWS LEAVING BOILER PLANT) • HWR TEMPERATURE (MAIN HWR RETURNING TO BOILER PLANT) ALARM SHALL BE GENERATED AS FOLLOWS: • METER FAILURE: SENSOR READING INDICATES A LOSS OF PULSE OUTPUT FROM THE FLOW METER. PEAK DEMAND HISTORY: THE CONTROLLER SHALL MONITOR AND RECORD THE PEAK (HIGH AND LOW) LOADS. PEAK READINGS SHALL BE RECORDED ON A DAILY, MONTH-TO-DATE, AND YEAR-TO-DATE BASIS. USAGE HISTORY: THE CONTROLLER SHALL MONITOR AND RECORD CALCULATED LOADSS SO AS TO PROVIDE AN ENERGY CONSUMPTION HISTORY. USAGE READINGS SHALL BE RECORDED ON A DAILY, MONTH-TO-DATE, AND YEAR-TO-DATE BASIS. LOCATE AT DAYROOM 127 HWS H L AI - HOT WATER DIFFERENTIAL PRESSURE HW M M M VFDVFD S S S S SUPPLY FAN OUTSIDE AIR RETURN AIR RELIEF AIR EXHAUST FAN SUPPLY AIR TEMP SENSOR BY UNIT MFR DIFFERENTIAL PRESSURE SENSOR SPACE SENSOR (REFER TO PLAN FOR LOCATIONS) RE F R I G E R A N T C O I L CO M P R E S S O R SEQUENCE SINGLE ZONE CONSTANT VOLUME RTU-3: RETURN AIR TEMP SENSOR OUTSIDE AIR TEMP SENSOR HWS HWR AO - Heating ValveM 2 OR 3-WAY VALVE. SEE EQUIPMENT SCHEDULES. AI - HWR TEMPERATURE AI - Freezestat @ 38° F F BO - SUPPLY FAN Start/Stop BI - SUPPLY FAN Status AO - SUPPLY FAN VFD Speed BI - SUPPLY FAN VFD Fault BO - SUPPLY FAN Start/Stop BI - SUPPLY FAN Status AO - SUPPLY FAN VFD Speed BI - SUPPLY FAN VFD Fault MERV 13 FILTER RTU CONTROL PANEL & UNIT CONTROLLER (BACnet COMPATIBLE) BY UNIT MFR AO - HEATING SUPPLY AIR TEMPERATURE CONTROL BMS CONTROLLE R BI - SUPPLY FAN STATUS AO - SUPPLY AIR TEMPERATURE RESET AO - COOLING SUPPLY AIR TEMPERATURE CONTROL AO - SPACE STATIC PRESSURE CONTROL A.OCCUPIED COOLING MODE: THE UNIT SHALL PROVIDE COOLING WHEN THE SUPPLY AIR TEMPERATURE IS ABOVE THE COOLING AIR TEMPERATURE SETPOINT (OF 55°F ADJ.) AND WHEN THE ECONOMIZER IS NOT ENABLED. OSA DAMPER SHALL BE AT MINIMUM POSITION. OPERATE THE SUPPLY FAN CONTINUOUSLY TO MAINTAIN THE COOLING SUPPLY AIR TEMPERATURE SETPOINT AT THE SUPPLY AIR SENSOR. 1. SPACE TEMPERATURE BETWEEN 70°F (ADJUSTABLE) AND 75°F (ADJUSTABLE); WHEN THE SPACE COOLING REQUIREMENTS ARE SATISFIED, THE UNIT SHALL GO INTO VENTILATION MODE IF THE OUTSIDE AIR CONDITIONS PERMIT. 2. SPACE TEMPERATURE GREATER THAN 75°F (ADJUSTABLE): PROVIDE 55°F (ADJUSTABLE) COOLING SUPPLY AIR TEMPERATURE. RTU SHALL PROVIDE NECESSARY COOLING TO SATISFY THE COOLING SUPPLY AIR SETPOINTS. THE UNIT SHALL LEAVE COOLING MODE WHEN THE SUPPLY AIR TEMPERATURE FALLS 2°F BELOW THE COOLING SUPPLY AIR TEMPERATURE SETPOINT. OCCUPIED HEATING MODE: THE UNIT SHALL PROVIDE HEATING WHEN THE RETURN AIR TEMPERATURE FALLS 2°F BELOW THE SPACE HEATING TEMPERATURE SETPOINT (OF 70°F ADJ.).OSA DAMPER SHALL BE AT MINIMUM POSITION.OPERATE THE SUPPLY FAN CONTINUOUSLY AND MAINTAIN THE HEATING SUPPLY AIR TEMPERATURESETPOINT (OF 85°F ADJUSTABLE) AT THE UNIT SUPPLY AIR SENSOR. 1. SPACE TEMPERATURE BETWEEN 70°F (ADJUSTABLE) AND 75°F (ADJUSTABLE); WHEN THE SPACE HEATING REQUIREMENTS ARE SATISFIED, THE UNIT SHALL GO INTO THE VENTILATION MODE IF THE OUTSIDE AIR CONDITIONS PERMIT. THE UNIT SHALL LEAVE HEATING MODE WHEN THE RETURN AIR TEMPERATURE RISES 2°F ABOVE THE HEATING SPACE HEATING TEMPERATURE SETPOINT. SUPPLY AIR TEMPERATURE (SAT) SETPOINT RESET: SAT RESET FUNCTION SHALL ALLOW THE COOLING AND HEATING SAT SETPOINTS TO BE PROPORTIONALLY ADJUSTED BASED ON THE SPACE TEMPERATURE. AS THE SPACE TEMPERATURE SENSOR VALUE MOVES WITHIN THE HIGH AND LOW SPACE TEMPERATURE RESET SETPOINT RANGE, THE SAT SETPOINT PROPOTIONALLY RESETS TO A LOW AND HIGH SAT SETPOINT RANGE. WHEN THE SPACE TEMPERATURE SENSOR IS AT THE HIGH VALUE, THE SAT SETPOINT SHALL BE AT THE LOW VALUE AND VICE VERSA. COOLING HIGH SPACE TEMPERATURE RESET SETPOINT= 80°F COOLING LOW SPACE TEMPERATURE RESET SETPOINT= 72°F COOLING HIGH SAT RESET SETPOINT= 60°F COOLING LOW SAT RESET SETPOINT= 55°F HEATING HIGH SPACE TEMPERATURE RESET SETPOINT= 71°F HEATING LOW SPACE TEMPERATURE RESET SETPOINT= 60°F HEATING HIGH SAT RESET SETPOINT= 85°F HEATING LOW SAT RESET SETPOINT= 65°F FULLY MODULATING ECONOMIZER CONTROLS:ECONOMIZER CONTROLS SHALL BE ENABLED WHEN THE OUTSIDE AIR TEMPERATURE FALLS BELOW THE SENSIBLE ECONOMIZER ENABLE SETPOINT OF 58°F (ADJUSTABLE). OUTSIDE AIR DAMPER SHALL MODULATE TO MAINTAIN COOLING SETPOINT AND SHALL ACT AS THE FIRST STAGE OF COOLING. IF COOLING IS NOT SATISFIED IN THE SPACE, ECONOMIZER SHALL REMAIN OPEN AND MECHANICAL COOLING SHALL BE ENABLED. ECONOMIZER COOLING SHALL BE DISABLED WHEN OUTSIDE AIR TEMPERATURE RISES ABOVE THE SENSIBLE ECONOMIZER ENABLE SETPOINT PLUS 2°F (ADJUSTABLE). HEATING COIL VALVE: THE CONTROLLER SHALL MEASURE THE SUPPLY AIR TEMPERATURE AND MODULATE THE HEATING COIL VALVE TO MAINTAIN ITS HEATING SETPOINT. HEATING SHALL BE ENABLED WHENEVER:· OUTSIDE AIR TEMPERATURE IS LESS THAN 65° F (ADJ.). · AND THE SUPPLY FAN STATUS IS ON. · AND THE COOLING IS NOT ACTIVE. THE HEATING COIL VALVE SHALL OPEN WHENEVER: · SUPPLY AIR TEMPERATURE DROPS BELOW SUPPLY AIR SETPOINT OF 65°F· OR THE FREEZESTAT IS ON. VAV EXHAUST FAN-BUILDING STATIC PRESSURE CONTROL: 1. THE FAN SHALL BE COMMANDED ON DURING ECONOMIZER MODE OF OPERATION. 2. THE OUTSIDE AIR DAMPER POSITION SHALL EXCEED EXHAUST FAN ENABLE SETPOINT (20%). 3. VFD SHALL MODULATE TO MAINTAIN SPACE STATIC PRESSURE SETPOINT OF +0.05" VIA THE SPACE STATIC PRESSURE SENSOR. SMOKE ALARM CONDITION: SMOKE DETECTION IN ZONE D PER CODE PLAN SHALL CAUSE THE UNIT TO GO INTO SMOKE CONTROL MODE PER THE FAN POSTURING MATRIX CONTROL LOGIC. UNOCCUPIED MODE:THE BUILDING IS OCCUPIED 24 HRS. UNIT SHALL NOT GO INTO UNOCCUPIED MODE. B. C. D. E. F. G. H. THE UNITS SHALL RUN WHENEVER: • A USER DEFINABLE SCHEDULE DETERMINES THE SYSTEM IS IN THE OCCUPIED MODE. • OR ZONE IS OCCUPIED AS DETERMINED BY LOCAL ZONE OVERRIDE TIMER. • OR UNOCCUPIED ZONE CALLS FOR HEATING. © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 8 : 4 7 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS CONTROLS DIAGRAMS M5.2 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 NO SCALEM5.2 1 EXHAUST FAN - SCHEDULED NO SCALEM5.2 2 EXHAUST FAN - SWITCHED NO SCALEM5.2 3 VEHICULAR SALLYPORT CO/NO2 SENSOR NO SCALEM5.2 5 HEATING HOT WATER SYSTEM SCALE: 1/4" = 1'-0"M5.2 4 RTU-3 CONTROL DIAGRAM 3/10/22 INCREASER/REDUCER TYPICAL COIL RETURN SUPPLY 2-WAY AUTO CONTROL VALVE MANUAL AIR VENT FIRE-RATED STAINLESS STEEL HOSE. TYP. (OMIT AT FIN TUBES) UNION TYP. HOSE END DRAIN VALVE W/ CAP AND CHAIN. Y-STRAINER ISOLATION VALVE TYP. PRESSURE/TEMP. TEST PORT TYP. NOTE: HOSE KITS, STRAINER, AUTOFLOW VALVES AND BALL VALVES TO BE FULL SIZE OF BRANCH PIPING. ATC AUTOMATIC FLOW CONTROL VALVE INCREASER/REDUCER TYPICAL COIL RETURN SUPPLY 3-WAY AUTO CONTROL VALVE MANUAL AIR VENT FIRE-RATED STAINLESS STEEL HOSE. TYP. (OMIT AT FIN TUBES) UNION TYP. HOSE END DRAIN VALVE W/ CAP AND CHAIN. Y-STRAINER ISOLATION VALVE TYP. PRESSURE/TEMP. TEST PORT TYP. NOTE: HOSE KITS, STRAINER, AUTOFLOW VALVES AND BALL VALVES TO BE FULL SIZE OF BRANCH PIPING. BALANCING VALVE (TYP) AUTOMATIC FLOW CONTROL VALVE FLUE GAS GAS BOILER SIZE VENT AND COMBUSTION AIR PIPING PER PLANS. CONFIRM SIZING WITH MFGR'S RECOMMENDATIONS. FACTORY-SUPPLIED AND APPROVED VENT CAP FOR FLUE GAS. INSTALL PER MFGR'S INSTRUCTIONS.COMBUSTION AIR FLUE AND COMBUSTION AIR PENETRATIONS TO BE SEPARATED HORIZONTALLY BY A MINIMUM OF 5 FEET (CONFIRM W/ MFGR RECOMMENDATIONS). FACTORY-SUPPLIED AND APPROVED CAP FOR COMBUSTION AIR. INSTALL PER MFGR'S INSTRUCTIONS. DO NOT EXCEED NUMBER OF MAXIMUM ELBOWS/EQUIVALENT LENGTH SPECIFIED BY MFGR. ROOF 6' - 8" MIN 4' VERTICAL DISTANCE BETWEEN INTAKE AND FLUE CAPS. CONFIRM W/ MFGR RECOMMENDATIONS. T-BAR CEILING LAY-IN CEILING DIFFUSER FASTENERS, ALL SIDES 3/8" BEAD ON DUCT COLLAR FOR ATTACHING FLEX. DUCT (TYP) PULL BACK JACKET & INSULATION FROM CORE. DUCT COLLECT EXCESS INNER DUCT PAST COLLAR BEAD UNTIL FULLY STRETCHED, THEN WRAP AT LEAST TWICE AROUND WITH APPROVED DUCT TAPE. SECURE WITH APPROVED CLAMP. PULL JACKET & INSULATION BACK OVER THE CORE. SECURE JACKET WITH TWO WRAPS OF DUCT TAPE OR AN APPR. CLAMP. TUCK IN EDGE OF JACKET OR TAPE. FLEX DUCT @ T-BAR CEILINGS (USE HARD DUCT @ GWB CEILINGS) 5'-0"L INSULATED FLEXIBLE DUCT INSTALLED WITH INNER DUCT STRETCHED TAUT (TAKE UP SLACK) PROVIDE 1" WIDE BAND CLAMP 3/8" BAND ON DUCT COLLARS (TYP) MANUAL VOLUME DAMPER CONSTRUCT/INSTALLED PER SMACNA HVAC DUCT CONSTRUCTION STANDARDS 5 TWO DUCT DIAMETERS OF STRAIGHT DUCT MINIMUM 1-1/2 DIAMETER CENTERLINE TURNING RADIUS TYPICAL ALL FLEXIBLE DUCT INSTALLATION CEILING TILE NOTE: USE WHERE CLEAR HEIGHT IN CEILING SPACE ALLOWS 2-DUCT DIAMETERS OF STRAIGHT VERTICAL DUCT. NOTES : 1. CURB & ROOF OPENING EXACT DIMENSIONS SHALL BE DETERMINED BY FAN MFR. COORDINATE WITH STRUCTURAL REQUIREMENTS. 2. MOUNT TOP OF CURB LEVEL. VERIFY ROOF SLOPE & FABRICATE CURB ACCORDINGLY. BELT DRIVE EXHAUST FAN (DIRECT DRIVE SIMILAR) EXHAUST DUCT PRE-FAB INSULATED ROOF CURB MOTORIZED BACKDRAFT DAMPER INTERLOCK WITH FAN 1/4" x 2" NEOPRENE GASKET ROOF DECK TREATED WOOD BLOCKING ROOF ROOF INSULATION12 " M I N . BIRD SCREEN ACCESS DOOR FOR DAMPER MOTORSEAL (SIM.) 23 M7.1 HWS DIFFERENTIAL PRESSURE SENSOR HWR V V SHUT-OFF VALVE (TYP 2)UNION (TYP 2) 1-1/2" x 1-1/2" x 1/8" 2" x 2" x 1/8" 2" x 2" x 1/8" 2" x 2" x 1/8" PLATED HEX HEADED ACCESSORIES AS USED FOR LIGHT METAL GAUGE AS DUCT. (25.4mm) WIDE OF SAME 1"x 1"x 1/8" (25.4 x 25.4 x 3 mm), SIZED TO MATCH DUCT. OF SAME METAL GAUGE AS DUCT. STRAPS TO BE TIGHT SHEET METAL SCREW HANGER SIZES FOR RECTANGULAR DUCT 6 SELF TAPPING CADMIUM 5 ALL THREAD HANGER ROD WITH 4 SHEET METAL BAND, 1" 3 STEEL ANGLE, NOT LESS THAN 2 SHEET METAL STRAP 1" (25.4mm) WIDE, HORIZONTAL NONE REQUIRED SUPPORT ANGLE 1/4" ROUND ROD36" 48" 84" 60" 1/4" ROUND ROD 3/8" ROUND ROD 5/16" ROUND ROD 3 3 ANY SIDEMAX. LENGTH 30" 5 1"x 18 GAUGE STRAP HANGER 1 AGAINST DUCT. PIPE HANGER. 1 DUCT KEY NOTES: 1"MIN. 1 1 8'-0" 8'-0" 8'-0" 8'-0" MAXIMUM 10'-0" SPACING 6 3/4" DIA. BACKER ROD SLEEVE AS REQUIRED THIS DETAIL APPLIES TO ALL DUCTS PENETRATING WALLS, FLOOR OR CEILING OF ANY SPACE. NOTE: LOOSE ROCKWOOL OR GLASS FIBER 1/2" DUCT FIRE RATED ACOUSTICAL CAULKING PARTITION TURNING VANES SUPPLY REGISTER OR BRANCH DUCT A B C SQUARE ELBOW SHOWN. PROVIDE ROUND ELBOW WHEN SHOWN PLANS VOLUME DAMPER, WHERE INDICATED, TYP 2 PLACES SAEA/RA MAIN DUCT EA/RA SA EA/RA SA 1/4W, 4" MIN.AIR DEVICE AREA A=AREA(B+C) SA EA/RA 1/4W, 4" MIN. VOL DPR BRANCH DUCT, SIZE TO MATCH AIR DEVICE UNO MAIN DUCT SIZE AS INDICATED PLAN VIEW DUCT MOUNTED AIR DEVICE PLAN VIEW BRANCH DUCT TAKE- OFF PLAN VIEW AIR SPLIT TYPE DUCT TAKE-OFF PREFABRICATED BRANCH FITTING. WITH INTEGRAL VOLUME DAMPER, EXCEPT VOLUME DAMPERS NOT REQUIRED BETWEEN AHU'S AND VAV TU'S. TRANSITION RECTANGULAR TO ROUND FOR ROUND BRANCH DUCT CONNECTIONS. NOTE: SEAL ALL AROUND BRANCH DUCT CONNECTIONS. PAINT INTERIOR OF DUCT FLAT BLACK 12" ON EITHER SIDE OF BRANCH CONNECTION W (D) 45°45° W TO EQUIPMENT UNION 6" DIRT LEG ISOLATION VALVE FROM GAS MAIN GAS REGULATOR 8 GAS VENT THRU ROOF. SIZE PER MFR RECOMMENDATIONS P 3/8" PRESSURE TEST PORT (TYP) P 8 TEST PORT SHALL BE NO LESS THAN 10x PIPE DIAMETER AWAY FROM THE MEDIUM PRESSURE GAS REGULATOR UNION SHALL BE INSTALLED W/IN 1' OF EITHER SIDE OF MEDIUM PRESSURE REGULATOR P P REFER TO PLANS FOR SIZE BALL VALVE PRESS GAUGE WITH COCK ALL-THREAD ROD TO STRUCTURE TRIPLE DUTY VALVE FLEXIBLE CONNECTOR TYP. 2. PROVIDE CLEARANCE FOR MOTOR ACCESS FAN MAY VARY IN SIZE AND STYLE AND FAN MAINTENANCE 3. STRUCTURE MAY VARY ANGLE IRON (TYP) 1. NOTE: DUCT DUCT SEISMIC "AIRCRAFT CABLE" (TYP) EXHAUST FAN SHOWN (SUPPLY FAN SIMILAR) VIBRATION ISOLATORS SEE SPECIFICATIONS FLEX CONN. STRUCTURE BRACING ANCHOR TO LOCATE MIN 12" AWAY FROM CLASSROOM WALLS.4. 6" MIN. 10" MIN. PIPE AS SHOWN ON PLANS & NOTED IN SPECIFICATIONS. INSULATION AS SHOWN ON PLANS & NOTED IN SPECS. PIPE HANGER AS NOTED IN SPECIFICATIONS. THREADED ROD; ATTACH TO STRUCTURE GALV. METAL SHIELD, AS NOTED IN SPECS., BETWEEN HANGER & INSULATION, UP TO CENTERLINE OF PIPE. RIGID INSULATION AS NOTED IN SPECS. MTZ DAMPER OR BACK DRAFT DAMPER WHERE INDICATED PROVIDE GASKET SEAL ALL AROUND EDGES OF PLENUM SLOPE BOTTOM OF PLENUM TO DRAIN THROUGH LOUVER, SEAL DUCT WATERTIGHT. R-11 RIGID INSULATION WHERE LOUVER IS LARGER THAN PLENUM BLANK OFF UNUSED PORTION OF LOUVER W/20 GA. SHEET METAL AND SECURE TO BACK OF LOUVER W/ SHEET METAL SCREWS MAX. 24" O.C. SEAL ALL AROUND EDGES OF BLANK-OFF. LOUVER WITH BIRD SCREEN NOTES: 1. PLENUM CONNECTION SAME SIZE AS LOUVER UNO. SEAL BETWEEN LOUVER FRAME AND FLANGED DUCT. CLIP ANGLE TYPICAL ALL DUCTED LOUVER LOCATIONS BUILDING WALL SIZE AS INDICATED SEALANT BACKUP MATERIAL FLOOR PIPE SLEEVE UNINSULATED PIPE INSULATED PIPE 2" 3/8 " INSULATION PIPE SLEEVE BACKUP MATERIAL SEALANT INSULATION CENTER OF PIPE UN I N S U L A T E D P I P E 3/8"3/8" IN S U L A T E D P I P E PIPE ESCUTCHEON INTERIOR SIDE OF EXTERIOR WALL 1. REFER TO DRAWINGS FOR QUANITIY AND SIZE OF PIPES TO RUN THRU ROOF 18 GAUGE GALVANIZED STEEL INSULATED ROOF CURB SUPPORT ANGLE NOTE: INSULATION PIPE BUILT UP ROOFING STAINLESS STEEL CLAMP METAL DECK PIPE 18 GAUGE GALVANIZED STEEL TOP RUBBER BOOT ANCHOR WITH CADMIUM PLATED SCREWS 12" O.C. COUNTER FLASHING (ALL AROUND) 3" x 3" x 1/4" STEEL PAD BOLTED TO CONRETE PAD 4" CONCRETE PAD 5 GALLON MIN. 10 GAUGE TANK SHELL AND HEADS 1-1/2" x 1-1/2" x 1/4" ANGLE IRON STAND TO PUMP SUCTION REMOVABLE CAP W/SELF ALIGNING O-RING SEAL FROM PUMP DISCHARGE CHECK VALVE UNION (TYP.) GATE VALVE (TYP) 1/2 " GLOBE VALVE W/HOSE COUPLING 1/4" MANUAL AIR VENT WITH 1/4" N.P.T 1/2W 1/3W 1/6WVANE VANE R R 1/3W 1/2W W R W W SHORT RADIUS ELBOW WITH TWO VANES SHORT RADIUS ELBOW WITH ONE VANES STANDARD RADIUS ELBOW NOTES:1.ALL STANDARD RADIUS ELBOWS SHOWN ON PLANS MAY BE MADE SHORT RADIUS ELBOWS. ALL SHORT RADIUS ELBOWS SHALL HAVE VANES. VANES SHALL BE CONSTRUCTED, SUPPORTED AND FASTENED AS RECOM- MENDED BY SMACNA. R SHALL EQUAL OR BE GREATER THAN 1/6W. R SHALL EQUAL OR BE GREATER THAN 1/3W. R SHALL EQUAL OR BE GREATER THAN W. PERFORATED SHEET METAL DIVIDER TO BOTH SIDES OF PLENUM HEAD (SURFACE MOUNTED SIMILAR) T-BAR CEILING OR CABLES 3/16"∅, ON 1/4" STAGGERED SPOT WELD 1" FLANGE OF IS CEILING DIFFUSER PLENUM HEAD SIZE METAL DIVIDER(49% FREE AREA) CENTERS, PERFORATED SHEET SEISMIC SUPPORT STRAP LAY-IN CEILING DIFFUSER, FASTENERS, ALL SIDES NOMINAL NECK DIMENSIONS (MAX. STRENGTH)CL OF COLLAR INLET NOTE: USE WHERE CLEAR HEIGHT IN CEILING STRAIGHT VERTICAL DUCT. SPACE DOES NOT ALLOW 4" CEILING TILE 3/8" BEAD ON DUCT COLLAR TUCK IN EDGE OF JACKET OR TAPE SQUARE NECK DUCT SIZE WITH APPROVED DUCT TAPE. SECURE WITH APPROVED CLAMP. ROUND DUCT COLLAR DIAMETER PULL JACKET & INSULATION BACK OVER THE CORE. SECURE JACKET WITH TWO WRAPS OF DUCT TAPE OR AN APPR. CLAMP. IS SAME AS CEILING DIFFUSER INSTALLED WITH INNER DUCT STRETCHED TAUT (TAKE UP SLACK) INSULATED FLEXIBLE DUCT FULLY STRETCHED, THEN WRAP AT LEAST TWICE AROUND COLLECT EXCESS INNER DUCT PAST COLLAR BEAD UNTIL PULL BACK JACKET & INSULATION FROM CORE. DUCT OUTDOOR CONDENSING UNIT (SIZE VARIES) FLEXIBLE BRAIDED HOSE FOR REFRIGERENT PIPING. RUN ROOFING UP OVER CURB PIPING ROOF CURB REFRIGERANT LIQUID AND SUCTION LINES. SIZE & INSTALL PER MANUF. RECOMMDATIONS CONTINUOUS 20 GA. MIN. SHEET METAL SEISMIC ROOF CURB WITH FULL CAP ACOUSTICAL BATT INSULATION ROOF STRUCTURE ROOF CURB, PER DIV 7 34 M7.1 ISOLATION BUSHING SIZE TEE OR PIPE SO ANNULAR CROSS SECTION AREA IS NO LESS THAN INDICATED PIPE SIZE 4" MIN THERMOWELL PIPE CAP INCREASER/REDUCE, TYP PIPE SIZE AS INDICATED. NOTE: FOR USE ON PIPE 1" ANAD SMALLER, EXCEPT STRAP-ON SENSORS MAY BE USED AT FTR LOCATIONS. STRAP-ON THERMOWELLS NOT ALLOWED AT OTHER LOCATIONS. 1/4" x 2" NEOPRENE GASKET PRE-FAB INSULATED ROOF CURB ROOF ASSEMBLY EXHAUST DUCT ROOF INSULATION13 . 5 " M I N . NOTES : CURB & ROOF OPENING EXACT DIMENSIONS SHALL BE DETERMINED BY FAN MFR. COORDINATE WITH STRUCTURAL REQUIREMENTS. TREATED WOOD BLOCKING ROOF DECK MOUNT TOP OF CURB LEVEL. VERIFY ROOF SLOPE & FABRICATE CURD ACCORDINGLY. BELT DRIVE UPBLAST EXHAUST FAN (DIRECT DRIVE SIMILAR) METAL FLASHING BELT DRIVE FAN SHOWN. DIRECT DRIVE FAN SIMILAR. INTERLOCK DAMPER TO OPERATE WITH FAN. ACCESS SEAL 23 M7.1 VARIABLE AIR VOLUME BOX CONTROL BOX FLEXIBLE CONNECTION S.A. DUCT PRIMARY AIR ALL THREAD HANGER ROD. SUPPORT INDEPENDENTLY FROM DUCTWORK. TRANSITION DUCT, AS INDICATE D PROVIDE MINIMUM OF 36 IN. CLEARANCE IN FRONT OF ALL ELECTRICAL CONTROLLERS/PANELS. NOTE: 1. PROVIDE BOTTOM ACCESS PANEL TO TERMINAL UNIT.2. 3. PROVIDE MINIMUM 3 INLET DUCT DIAMETERS STRAIGHT DUCT BEFORE AND AFTER VAV TERMINAL UNIT. M.O. FOR DUCT PENETRATION EQ. 8" O.C. MAX EQ. EQ . 5" O C MA X 5" O C MA X EQ . PE N E T R A T I O N C O O R D . M.O . F O R D U C T PL 3"X3/6" (TYP) 1" SMOOTH ROUND BARS PL 2" x 3/16" CROSSBARS PL 3" x 3/16" (TYP) ALL DUCTS OVER 25 SQ. IN CROSS SECTIONAL AREA WHICH PENETRATE SECURE WALLS SHALL HAVE SECURITY BARS. © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 8 : 5 0 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS MECHANICAL DETAILS M7.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 NO SCALEM7.1 11 2-WAY COIL DETAIL NO SCALEM7.1 12 3-WAY COIL DETAIL NO SCALEM7.1 13 BOILER FLUE/COMBUSTION DETAIL NO SCALEM7.1 14 CEILING SUPPLY DIFFUSER CONNECTION DETAIL NO SCALEM7.1 16 CENTRIFUGAL EXHAUST DETAIL NO SCALEM7.1 21 DIFFERENTIAL PRESSURE SENSOR DETAIL NO SCALEM7.1 22 DUCT HANGING DETAIL NO SCALEM7.1 23 DUCT PENETRATION DETAIL NO SCALEM7.1 55 DUCT TAKE-OFF DETAILS NO SCALEM7.1 24 GAS CONNECTION DETAIL NO SCALEM7.1 25 IN-LINE CIRCULATOR PUMP DETAIL NO SCALEM7.1 26 IN-LINE FAN INSTALLATION DETAIL NO SCALEM7.1 31 INSULATED PIPE HANGER DETAIL NO SCALEM7.1 32 LOUVER PLENUM DETAIL NO SCALEM7.1 33 PIPE PENTETRATIONS DETAIL NO SCALEM7.1 34 PIPING ROOF CURB DETAIL NO SCALEM7.1 35 POT FEEDER DETAIL NO SCALEM7.1 54 RADIUS ELBOW DETAILS NO SCALEM7.1 41 RESTRICTED CEILING SUPPLY DIFFUSER PLENUM DETAIL NO SCALEM7.1 43 ROOF MOUNTED CONDENSING UNIT DETAIL NO SCALEM7.1 36 THERMOWELL INSTALLATION DETAIL NO SCALEM7.1 51 UPBLAST CENTRIFUGAL ROOF FAN DETAIL NO SCALEM7.1 53 VAV TERMINAL UNIT DETAIL NO SCALEM7.1 46 SECURITY BARS DETAIL 3/10/22 BUTTERFLY VALVE TYP. 3 PIPE DIAMETERS, MINIMUM PET COCK TYP. FLUSH LINE LONG RADIUS 90° ELBOW NEOPRENE VIBRATION ISOLATORS, TYPICAL F.F. FLEXIBLE CONNECTION TYP. SUCTION DIFFUSER SPACE REQUIRED FOR STRAINER REMOVAL. CONCRETE HOUSEKEEPING PAD NOTE: TRIPLE DUTY VALVES NOT ALLOWED CONNECT TO PUMP SUPPORT BASE, TYP. INCREASER PIPE SUPPORT, TYP PRESSURE GAGE, TYP CHECK VALVE FLUE GAS GAS WATER HEATER COMBUSTION AIR CONCENTRIC VENT SIZE VENT PIPING PER PLANS, CONFIRM W/ MANUFACTURERS RECOMMENDATIONS REFER TO SPECIFICATIONS FOR MATERIAL ROOF DO NOT EXCEED MAXIMUM NUMBER OF ELBOWS OR EQUIVALENT LENGTH AS SPECIFIED BY MFGR. FACTORY-SUPPLIED AND APPROVED CONCENTRIC FITTING FOR FLUE GAS/ COMBUSTION AIR. INSTALL PER MFGR'S INSTRUCTIONS. BLR-2 4" CONCRETE HOUSEKEEPING PAD, TYP. ACID DRAIN, SIZE TO MATCH BOILER OUTLET 4" H W R THERMOMETER, TYP G (2 PSIG) TO NEAREST FLOOR DRAIN XT-1 FLOW METER HHWP-1 HHWP-2 4" HWR 1" G 24 M5.1 ACID NEUTRALIZATION TANK BY BOILER MFG TYP. 2" MAX TO UNION, TYP. FLUE STACK, TYP. (TYP.) 22 M5.3 THREADED UNION REGULATOR W/ VENT THRU ROOF, TYP 2. 2" MAX TO UNION 21 M5.1 BLR-1 V 1" G 4" HWS 4" H W R 4" HWR 4" HWS 4" HWS 4" HWS/R TO BLDG PRV RPBP 3/4" CW MAKE-UP MANUAL BOILER MAKEUP FLOW METER WITH DDC CONNECTION/MONITORING. AUTOMATIC AIR VENT PIPE TO NEAREST FLOOR SINK MOTORIZED ISOLATION VALVE. FULL SIZE OF PIPING. TYP. V AS-1 4" HWR FLEX CONNECTION TYP. V CHECK VALVE TYP. V VNC V NC 43 M5.1POT FEEDER 1" HWS 3/4 " LINE SIZED BYPASS © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 8 : 5 1 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS MECHANICAL DETAILS M7.2 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 NO SCALEM7.2 14 VERTICAL INLINE PUMP DETAIL NO SCALEM7.2 15 WATER HEATER CONCENTRIC FLUE/COMBUSTION DETAIL NO SCALEM7.2 1 HEATING HOT WATER PIPING SCHEMATIC 3/10/22 ROOFTOP UNIT SCHEDULE - DX AND HYDRONIC HEATING COILS SUPPLY FAN DATA EXHAUST FAN ENERGY RECOVERY HEATING COIL DX COOLING COIL ELECTRICAL DATA BASIS OF RTU MAX MIN DESIGN EXT.DESIGN EXT.SUMMER-OSA WINTER-OSA E.A.T. L.A.T. EWT LWT % PROP. APD FLOW WPD E.A.T L.A.T COOLING CAPACITY DESIGN DIM WEIGHT NOTES OA S.P. FAN FAN FAN CFM S.P.FAN FAN FAN EAT LAT EAT LAT %DB DB GLYCOL DB/WB DB/WB (VALENT)LxWxH (LBS) MARK SERVES CFM CFM CFM (IN W.G.) (BHP) (HP) RPM (IN.W.G.) (BHP)(HP)RPM DB/WB DB/WB DB/WB DB/WB EFFECTIVE (deg F) (deg F) (F) (F) BY VOL. (IN WC) (GPM) (FT) (deg F) (deg F) TOTAL SENSIBLE REFR. V/PH MCA MOP (IN) (deg F) (deg F) (deg F) (deg F)(MBH) (MBH) RTU-1 HOUSING UNITS 5,200 2,000 5,200 2.00 4.80 7.5 1,770 5,200 1.25 3.36 5 1464 92.2/60.9 79.0/61.9 -5.5/-6.7 50.9/42.6 57.3 50.9 62.9 130 100 20 0.14 4.7 0.1 79.0/61.9 50.1/49.6 176.6 163.7 R-410a 208/3 92.6 110 VXE-212-58-30L-15D 163x98x76 4,500 1-12 RTU-2 BOOKING/MEDICAL/FUTURE 5,900 2,000 5,900 2.00 5.79 7.5 1,761 5,900 1.50 4.55 5 1621 92.2/60.9 79.3/61.8 -5.5/-6.7 49.1/41.4 55.1 49.1 60.4 130 100 20 0.16 5.0 0.1 79.3/61.8 52.2/51.2 174.8 174.8 R-410a 208/3 99.2 110 VXE-212-58-30L-15D 163x98x76 4,500 1-12 GENERAL: A. SEE PLANS FOR EXACT UNIT LOCATION AND CONFIGURATION. SEE CONTROLS DRAWINGS FOR UNIT CONFIGURATION, FILTERS, DAMPERS, ETC. PROVIDE AS SHOWN. B. REVIEW MANUFACTURER'S RIGGING AND LIFTING INSTRUCTIONS PRIOR TO INSTALLATION. C. REFER TO MECHANICAL SEQUENCE OF OPERATION ON DRAWINGS FOR CONTROL REQUIREMENTS. UNIT CONFIGURATION SHALL BE PER CONTROLS DRAWINGS D. HEATING COIL CONNECTIONS AND PIPING SHALL COME FROM BELOW ROOF INSIDE THE UNIT FOR ALL RTUs. HEATING COIL PIPING SHALL NOT BE EXPOSED TO OUTSIDE WEATHER. E. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL POWER WIRING TO EACH AHU MODULE WITH ELECTRICAL CONTRACTOR. F. PROVIDE WITH VIBRATION ISOLATION/SEISMIC CURB TO MATCH WITH UNIT G. ASSUME SUMMER INDOOR AIR CONDITIONS AS 75°F AND 50% RH, WINTER AS 70°F INDOOR. H. PROVIDE CONTROL SYSTEM HARDWARE FOR INTEGRATION INTO BUILDING MANAGEMENT SYSTEM. I.INSTALL SMOKE DETECTION IN SUPPLY AND RETURN DUCTWORK. DETECTORS FURNISHED UNDER DIV. 28. UNIT SHALL DE-ENERGIZE UPON DETECTION. J. PROVIDE ALL MOTORS WITH VFD'S. K. UNITS TO BE SELECTED AT 4700' OF ELEVATION. NOTES: 1. DX COIL FACE VELOCITY SHALL BE LESS THAN 600 FPM. 2. PROVIDE VARIABLE FREQUENCY DRIVE FOR SUPPLY AND EXHAUST FANS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL POWER AND CONTROL WIRING, INCLUDING CONDUIT TO PROVIDE A FULLY FUNCTIONAL SYSTEM. 5. PROVIDE 3-WAY HEATING WATER VALVE ON HEATING WATER COIL. 6. UNIT TO BE INSTALLED OUTDOORS. PROVIDE VIBRATION ISOLATION CURB FOR RTUs PER MECHANICAL SPECIFICATION 230548. 7. UNITS SHALL HAVE SINGLE POINT POWER. 8. PROVIDE WITH DIGITAL SCROLL COMPRESSOR 9. PROVIDE CONDENSATE TRAP PIPED TO DRAIN TO ROOF. 10. LISTED HEAT WHEEL EFFICIENCY IS ENTHALPIC EFFICIENCY. 11. PROVIDE MERV 13 FILTER. ASSUME 1"WG FINAL FILTER DROP FOR MERV 13. SEE CONTROL DRAWINGS. MERV 8 FILTER ON EXHAUST ONLY SHALL BE ASSUMED TO HAVE EXTRA 0.25" FOR DIRTY FILTER CONDITION. 12. PROVIDE SECURITY BARS PER MECHANICAL DETAIL 53/M5.1 2018 IECC ENERGY CODE REQUIREMENTS (ALL RTUs): 1. MOTORS HP SHALL BE SMALLEST AVAILABLE HP AFTER BHP PER IECC 403.8.2 2. ECONOMIZER SHALL BE PROVIDED FOR ALL RTUs PER IECC SECTION 403.5. HEATING BOILER SCHEDULE GROSS GROSS ELECTRICAL Cv WATER FLUE MIN/MAX GAS GAS LINE UNIT OPERATING INPUT OUTPUT EFFICIENCY BURNER GPM @ EWT LWT VOLUME SIZE PRESSURE SIZE DIMENSIONS WEIGHT TAG BASIS OF DESIGN LOCATION SERVES (MBH)(MBH)V / PH FLA GPM 1 PSID (ºF) (ºF) (GAL) (DIA IN) (IN W.C.)(DIA IN)LxWxH (LBS)NOTES B-1 KN-6 LEVEL 2 MECH BLDG HEATING 600 540 90%120/1 13.1 93 62 100 130 7.9 4 3/14 1 25X43X71 1150 1,2,3 B-2 KN-6 LEVEL 2 MECH BLDG HEATING 600 540 90%120/1 13.1 93 62 100 130 7.9 4 3/14 1 25X43X71 1150 1,2,3 NOTE: 1. BOILER CONTROL PANEL & BMS INTERFACE PANEL CAPABLE OF INTERFACING WITH EMCS AND CONTROL BOILERS IN A LEAD/LAG SEQUENCE. 2. BOILER SHALL HAVE MODULATING CONTROLS. 3. FLUID SHALL BE 20% PROPYLENE GLYCOL/WATER SOLUTION 4. PROVIDE WITH CONDENSATE NEUTRALIZER. PUMP SCHEDULE TAG LOCATION SERVES GPM HEAD RPM EFFICIENCY MOTOR MOTOR HP V / PH WEIGHT (lbs)MODEL NOTES (FT TDH)BHP (GOULDS) P-1 LEVEL 2 MECH BUILDING 77 160 1750 67%4.8 5 208/3 292 33SV70GG8F60 1,2,3,4,5,6,7 P-2 LEVEL 2 MECH BUILDING 77 160 1750 67%4.8 5 208/3 292 33SV70GG8F60 1,2,3,4,5,6,7 NOTES: 1. VFD BY DIVISION 23. 2. SUCTION DIFFUSER 3. VERTICAL IN-LINE SPLIT COUPLED, MOUNTING BASE 4. SELECTION BASED ON 30% PROPYLENE GLYCOL. 5. NON-OVERLOADING MHP, SHAFT GROUNDING RING GUARD AIR/DIRT COALESING SEDIMENT SEPERATOR SCHEDULE SYSTEM MAX DIA EMPTY AUTOMATIC MARK LOCATION SERVES GPM PD D x H WEIGHT AIR-VENT BASIS OF DESIGN NOTES (FT)(IN)(LBS)(SPIROTHERM) AS-1 LEVEL 2 MECH HEATING WATER LOOP 77 0.3 4 233 YES VDN400FA 1,2 MECHANICAL NOTES: 1. 20% PROPYLENE GLYCOL IN SYSTEM 2. REMOVABLE HEAD BLADDER EXPANSION TANK SCHEDULE TEMP RANGE PRESSURE RANGE MIN MIN DIMENSION EMPTY SYSTEM (ºF)(PSIG)TANK ACCEPTANCE WEIGHT MARK SERVES VOLUME MAX MIN MAX MIN VOLUME VOLUME BASIS OF DESIGN NOTES (GAL)(GAL)(GAL)(Ø" x H")(LBS) ET-1 HEATING WATER LOOP 175 160 50 125 20 16.5 11.3 15x27 48 AMTROL AX-20V-DD 1 NOTES 1.TANK SHALL BE ASME RATED. MISCELLANEOUS MECHANICAL EQUIPMENT MARK SERVES DESCRIPTION CAPACITY BASIS OF DESIGN NOTES (GAL)(GRISWALD) CT-1 HYDRONIC LOOP CHEMICAL POT FEEDER 5 DB-5-GE-CS-A-250 1 NOTES: 1.250º F SERVICE TEMPERATURE, STRAINER BASKET, DOMED BOTTOM, VICTAULIC CAP CLOSURE, LEG MOUNTED WITH BOTTOM DRAIN PORT, VALVED FUNNEL PACKAGE ROOFTOP UNIT SCHEDULE - DX AND GAS HEATING COILS SUPPLY FAN DATA EXHAUST FAN HEATING COIL DX COOLING COIL ELECTRICAL DATA BASIS OF RTU MAX MIN DESIGN EXT.DESIGN EXT.E.A.T. L.A.T. EWT LWT % PROP. APD FLOW WPD E.A.T L.A.T COOLING CAPACITY DESIGN DIM WEIGHT NOTES OA S.P. FAN FAN FAN CFM S.P.FAN FAN FAN DB DB GLYCOL DB/WB DB/WB (VALENT)LxWxH (LBS) MARK SERVES CFM CFM CFM (IN W.G.) (BHP) (HP) RPM (IN.W.G.) (BHP)(HP)RPM (deg F) (deg F) (F) (F) BY VOL. (IN WC) (GPM) (FT) (deg F) (deg F) TOTAL SENSIBLE REFR. V/PH MCA MOP (IN) (MBH) (MBH) RTU-3 KITCHEN & SALLYPORT 2,000 1,500 500 2.00 2.11 3 1,765 500 1.00 0.35 1.5 1755 50.00 75.70 130.00 100.00 30.00 0.09 3.90 0.10 78.8/63.4 52.1/51.5 68.4 58.4 R-410a 208/3 34.3 45 VXE-112-5I 150x86x66 2,786 1-9 GENERAL: A. SEE PLANS FOR EXACT UNIT LOCATION AND CONFIGURATION. SEE CONTROLS DRAWINGS FOR UNIT CONFIGURATION, FILTERS, DAMPERS, ETC. PROVIDE AS SHOWN. B. REVIEW MANUFACTURER'S RIGGING AND LIFTING INSTRUCTIONS PRIOR TO INSTALLATION. C. REFER TO MECHANICAL SEQUENCE OF OPERATION ON DRAWINGS FOR CONTROL REQUIREMENTS. UNIT CONFIGURATION SHALL BE PER CONTROLS DRAWINGS D. HEATING COIL CONNECTIONS AND PIPING SHALL COME FROM BELOW ROOF INSIDE THE UNIT FOR ALL RTUs. HEATING COIL PIPING SHALL NOT BE EXPOSED TO OUTSIDE WEATHER. E. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL POWER WIRING TO EACH AHU MODULE WITH ELECTRICAL CONTRACTOR. F. PROVIDE WITH VIBRATION ISOLATION/SEISMIC CURB TO MATCH WITH UNIT G. ASSUME SUMMER INDOOR AIR CONDITIONS AS 75°F AND 50% RH, WINTER AS 70°F INDOOR. H. PROVIDE CONTROL SYSTEM HARDWARE FOR INTEGRATION INTO BUILDING MANAGEMENT SYSTEM. I.INSTALL SMOKE DETECTION IN SUPPLY AND RETURN DUCTWORK. DETECTORS FURNISHED UNDER DIV. 28. UNIT SHALL DE-ENERGIZE UPON DETECTION. J. PROVIDE ALL MOTORS WITH VFD'S. K. UNITS TO BE SELECTED AT 4700' OF ELEVATION. NOTES: 1. PROVIDE VARIABLE FREQUENCY DRIVE FOR SUPPLY AND EXHAUST FANS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL POWER AND CONTROL WIRING, INCLUDING CONDUIT TO PROVIDE A FULLY FUNCTIONAL SYSTEM. 3. PROVIDE SECURITY BARS PER MECHANICAL DETAIL 53/M5.1 5. UNIT TO BE INSTALLED OUTDOORS. PROVIDE VIBRATION ISOLATION CURB FOR RTUs PER MECHANICAL SPECIFICATION 230548. 6. UNITS SHALL HAVE SINGLE POINT POWER. 7. PROVIDE CONDENSATE TRAP PIPED TO DRAIN TO ROOF. 8. PROVIDE MERV 13 FILTER. ASSUME 1"WG FINAL FILTER DROP FOR MERV 13. SEE CONTROL DRAWINGS. MERV 8 FILTER ON EXHAUST ONLY SHALL BE ASSUMED TO HAVE EXTRA 0.25" FOR DIRTY FILTER CONDITION. 9. PROVIDE WITH DIGITAL SCROLL COMPRESSOR 2018 IECC ENERGY CODE REQUIREMENTS (ALL RTUs): 1. MOTORS HP SHALL BE SMALLEST AVAILABLE HP AFTER BHP PER IECC 403.8.2 2. ECONOMIZER SHALL BE PROVIDED FOR ALL RTUs PER IECC SECTION 403.5. © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 8 : 5 3 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS MECHANICAL SCHEDULES M8.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 3/10/22 VAV TERMINAL UNIT SCHEDULE TAG ROOM SERVICED UNIT MAX.COOLING MIN HEATING CFM MAX PD @ MAX FULL CFM (IN W.C.) INLET SIZE (IN) OUTLET DIMENSIONS (INxIN) OVERALL DIMENSIONS (LxWxH) (INxINxIN) STATIC PRESSURE INLET MAX (IN W.C) DOWN STREAM (IN W.C.) SOUND MAX DISCHARGE NC HOT WATER COIL DATA MAX FACTORY GPM MAX EWT BRANCH SIZE CONTROL BASIS OF RADIATED SOUND EAT LAT CAPACITY P.D.TO COIL VALVE DESIGN NOTES NC ATTENUATOR (°F)(°F)(MBH)(FT)(°F)(in) VAV-1-1 119 OFFICER RTU-1 160 80 105 0.5 5Ø 12x8 22x66x10 1 0.5 <20 <20 Y 55 85.20 3.44 1.5 6 130 0.75 2-WAY ENVIROTEC SDR-WC 5 1,2,3,4 VAV-1-2 120 HOUSING RTU-1 225 112.5 225 0.5 5Ø 12x8 22x66x10 1 0.5 <20 <20 Y 55 85.10 7.35 1.6 6 130 0.75 2-WAY ENVIROTEC SDR-WC 5 1,2,3,4 VAV-1-3 121 HOUSING RTU-1 310 155 310 0.5 6Ø 12x8 22x66x10 1 0.5 <20 <20 Y 55 78.80 8.01 1.5 6 130 0.75 2-WAY ENVIROTEC SDR-WC 6 1,2,3,4 VAV-1-4 123 HOUSING RTU-1 640 320 640 1.5 8Ø 12x10 22x68x10 1.25 0.5 <20 <20 Y 55 86.20 21.67 2.9 6 130 0.75 2-WAY ENVIROTEC SDR-WC 8 1,2,3,4 VAV-1-5 125 DAYROOM RTU-1 1105 552.5 885 0.5 12Ø 16x15 24x72x15 1 0.5 <20 <20 Y 55 84.90 28.71 9.0 6 130 1.25 2-WAY ENVIROTEC SDR-WC 12 1,2,3,4 VAV-1-6 127 DAYROOM RTU-1 1105 552.5 885 0.5 12Ø 16x15 24x72x15 1 0.5 <20 <20 Y 55 84.90 28.71 9.0 6 130 1.25 2-WAY ENVIROTEC SDR-WC 12 1,2,3,4 VAV-1-7 128 HOUSING RTU-1 660 330 660 0.5 8Ø 12x10 22x68x10 1.25 0.5 <20 <20 Y 55 84.90 21.41 3.3 6 130 0.75 2-WAY ENVIROTEC SDR-WC 8 1,2,3,4 VAV-1-8 130 HOUSING RTU-1 310 155 310 0.5 6Ø 12x8 22x66x10 1 0.5 <20 <20 Y 55 88.40 11.23 1.5 6 130 0.75 2-WAY ENVIROTEC SDR-WC 6 1,2,3,4 VAV-1-9 131 HOUSING RTU-1 600 300 600 0.5 8Ø 12x10 24x20x12.5 1.25 0.5 <20 <20 Y 55 85.80 20.05 2.9 6 130 0.75 2-WAY ENVIROTEC SDR-WC 10 1,2,3,4 VAV-2-1 103, 106 BOOKING RTU-2 730 365 525 0.5 10Ø 14x12.5 24x70x13 1 0.5 <20 <20 Y 55 84.90 17.03 4.3 6 130 1 2-WAY ENVIROTEC SDR-WC 10 1,2,3,4 VAV-2-2 107-109 HOLDING, 110 ADA HOLDING RTU-2 510 255 510 0.5 8Ø 12x10 22x68x10 1 0.5 <20 <20 Y 55 84.90 16.55 2.6 6 130 0.75 2-WAY ENVIROTEC SDR-WC 8 1,2,3,4 VAV-2-3 105 MEDICAL EXAM RTU-2 100 50 100 0.5 5Ø 12x8 22x66x10 1 0.5 <20 <20 Y 55 86.70 3.44 0.5 6 130 0.75 2-WAY ENVIROTEC SDR-WC 5 1,2,3,4 VAV-2-4 111 VEST, 115 PROGRAMS, 117 CORRIDOR, 118 SALLYPORT RTU-2 740 370 740 0.5 10Ø 14x12.5 24x20x12.5 1 0.5 <20 <20 N 55 84.90 24.01 3.5 6 130 0.75 2-WAY ENVIROTEC SDR-WC 10 1,2,3,4 VAV-2-5 201 CORRIDOR RTU-2 1340 670 1340 0.5 12Ø 16x15 24x22x15 1.25 0.5 <20 <20 N 55 84.90 43.47 6.1 6 130 1 2-WAY ENVIROTEC SDR-WC 12 1,2,3,4 VAV-2-6 202, 203, 205 TEMP HOLDING, 204 ATTORNEY RTU-2 200 100 200 0.5 5Ø 12x8 22x66x10 1 0.5 <20 <20 Y 55 85.30 6.58 1.7 6 130 0.75 2-WAY ENVIROTEC SDR-WC 5 1,2,3,4 VAV-2-7 123 SHELL SPACE RTU-2 200 100 200 0.5 5Ø 12x8 22x66x10 1 0.5 <20 <20 Y 55 85.30 6.58 1.7 6 130 0.75 2-WAY ENVIROTEC SDR-WC 5 1,2,3,4 VAV-2-8 101 SALLYPORT RTU-2 310 155 310 0.5 6Ø 12x8 22x66x10 1 0.5 <20 <20 Y 55 78.80 8.01 1.5 6 130 0.75 2-WAY ENVIROTEC SDR-WC 6 1,2,3,4 NOTES: 1. HOT WATER SUPPLY WILL BE 30% PROPYLENE GLYCOL WITH AN ENTERING TEMPERATURE OF 130 DEGREES FAHRENHEIT 2. WIDTH DIMENSION INCLUDES CONTROL ENCLOSURE 3. NC RATINGS BASED ON 1" WC PRESSU RE DROP 4. MINIMUM COOLING CFM BASED ON MFGR'S DATA FOR MODEL, INDICATED AT 0.03"WC MIN TRANSDUCER DIFFERENTIAL PRESSURE. ACTUAL MINIMUM COOLING CFM TO BE BASED ON EQUIPMENT PROVIDED SPLIT SYSTEM AIR-CONDITIONING UNIT SCHEDULE COOLING COIL DATA FAN DATA MIN MARK SERVES MOUNTING TYPE CAPAC.CFM V PH SEER WEIGHT BASIS OF DESIGN NOTES (MBH)(LBS)(MITSUBISHI UNO) AC-1 104 IDF, SECURITY AND ELECTRONICS WALL 36.0 705 208 1 18.8 46 PKA-A36KA7 1,2,3,4 AC-2 136 RADIO EQUIPMENT WALL 24.0 705 208 1 21.4 46 PKA-A24KA7 1,2,3,4 NOTES: 1.7-DAY PROGRAMMABLE THERMOSTAT. 2.CONDENSATE PUMP, HIGH LEVEL CONDENSATE CUT-OFF SWITCH, R-410A 3.ECONOMIZER NOT REQUIRED PER IECC SECTION C403.5 - SYSTEM IS SMALLER THAN 54,000 BTU/HR. 4.UNIT SHALL BE A HEAT PUMP. CONDENSING UNIT SCHEDULE CAPACITY MIN SEER CONDENSER DATA ELECTRICAL DATA MARK SERVES LOCATION COOLING (MIN EER) FAN FAN V PH MOCP MCA WEIGHT BASIS OF DESIGN NOTES (MBH)NO. FLA (A)(LBS)(MITSUBISHI UNO) CU-1 AC-1 ROOF 36.0 18.8 2 (2) @ 0.5 208 1 31 25 243 PUZ-A36NKA7 1,2,3,4,5 CU-2 AC-2 ROOF 24.0 21.4 1 0.5 208 1 26 19 153 PUZ-A24NHA7 1,2,3,4,5 GENERAL NOTES: 1.PROVIDE REFRIGERANT PIPING BETWEEN INDOOR AND OUTDOOR UNITS. SIZE PER MANUFACTURER RECOMMENDATIONS. 2.R-410A REFRIGERANT 3.NOMINAL COOLING CAPACITY BASED ON 95º F CONDENSING TEMPERATURE & 75º F, 50% RH RA 4.LOW AMBIENT COOLING TO 0ºF. 5.UNIT SHALL BE A HEAT PUMP. DIFFUSER, REGISTER & GRILLE SCHEDULE MAX MAX MECH MARK STATIC PD NC MATERIAL DAMPER SURFACE BASIS OF DESIGN NOTES (IN WG)(Y/N)(TITUS UNO) D-1 0.1 20 STEEL N LAY-IN OMNI (24x24)1,2 D-2 0.1 20 STEEL N SURFACE/WALL SG-PR (12x12)1,2 D-3 0.1 20 STEEL N SURFACE/WALL 301RL 1,2 D-4 0.1 20 ALUM N LAY-IN OMNI-A (24x24)1,2 G-1 0.1 20 STEEL N SURFACE/WALL SG-PR 1,2 G-2 0.1 20 STEEL N LAY-IN 350RL 1,2 G-3 0.1 20 ALUM N LAY-IN TITUS 350FL 1,2 GENERAL NOTES: ALL DIFFUSERS, REGISTERS, AND GRILLES TO BE SECURITY TYPE GRILLES IN ALL SECURED AREAS. MECHANICAL NOTES: 1. CONTRACTOR SHALL COORDINATE MOUNTING AND SURFACE CONSTRUCTION PRIOR TO FURNISHING MATERIAL. 2. SEE PLANS FOR LOCATION, NECK SIZE, FRAME TYPE AND CFM FAN SCHEDULE FAN DATA PHYSICAL MOTOR FAN MOUNTING EXTERNAL S.P.FAN SOUND MOTORIZED CONTROL WEIGHT DIMENSIONS DRIVE HP BASIS OF DESIGN NOTES MARK SERVICE LOCATION TYPE TYPE CFM (IN WG)RPM (SONES) DAMPER (LBS)(INxINxIN)TYPE (WATTS) V PH (GREENHECK UNO) EF-1 KITCHEN 102 ROOF DOWNBLAST ROOF-MOUNTED 500 0.50 1550 10.0 YES 31 22X22X17 DIRECT 1/8 115 1 G-095-VG 4-10 EF-2 STAFF RR 112, JAN 116 ROOF DOWNBLAST ROOF-MOUNTED 140 0.50 1289 5.9 YES SCHEDULE 38 24X24X36 DIRECT 1/4 115 1 G-097-VG 1-5, 10 EF-3 ELEC 114 CEILING INLINE INLINE 200 0.25 1273 5.2 YES THERMOSTAT 50 15X15X15 DIRECT 1/10 115 1 SQ-80-VG 1-5, 10 EF-4 DAYROOM 125 ROOF UPBLAST ROOF-MOUNTED 2000 1.25 1591 16.0 YES SWITCHED 84 29X29X42 BELT 1 208 3 CUBE-160HP 2,3,4,5,11 EF-5 DAYROOM 127 ROOF UPBLAST ROOF-MOUNTED 2000 1.25 1591 16.0 YES SWITCHED 84 29X29X42 BELT 1 208 3 CUBE-160HP 2,3,4,5,11 EF-6 SALLYPORT 101 ROOF DOWNBLAST ROOF-MOUNTED 550 0.50 1580 9.8 YES 30 22X22X27 DIRECT 1/6 115 1 G-090-VG 1-5, 10 NOTES: 1.EC MOTOR, PREWIRED FAN SPEED CONTROLLER, SPRING ISOLATORS, INLET FLEX DUCT CONNECTION 2.CONTROL BY SECTION 230900 UNO. DAMPER INTERLOCKED WITH FAN. 3.MTZ DPR PROVIDED AS PART OF 230900 4.PROVIDE MOTOR WITH VFD & SHAFT GROUND PROTECTION. 5.DIV 23 TO PROVIDE STARTERS. 6.PROVIDE WITH MFGR STANDARD CURB AND CURB EXTENSION. 7.UL/cUL LISTED. PROVIDE WITH 2-HR FIRE WRAP PER DIV 23 SPECS FOR DUCT CONNECTED TO KITCHEN EXHAUST FAN. 8.PROVIDE WITH GREASE TRAP, HEAT BAFFLE, AND BEARINGS WITH GREASE FITTINGS. 9.FACTORY INSTALLED CLEAN-OUT PORT. 10.FAN TO BE SELECTED AT 4700' ELEVATION. 11.FAN SPECIFICALLY FOR EMERGENCY SMOKE CONTROL. PROVIDE WITH SPARK PROOF CONSTRUCTION, SWITCH FOR OPERATION SHALL BE LOCATED ON WALL IN FIRE RISER ROOM WITH LABEL INDICATING WHICH FAN EACH SWITCH CONTROLS. RADIANT FLOOR HEATING SCHEDULE APPROX DESIGN FLUID FLUID ASSOCIATED FLOOR TUBE #LOOPS LOAD SURFACE TEMP FLOWRATE HEAD TEMP TEMP MARK SERVES MANIFOLD AREA SPACING (BTU/SF)TEMP DROP (TOTAL)LOSS REQ SUPPLIED NOTES (SF)(°F)(°F)(GPM)(°F)(°F) RFH-124 124 OUTDOOR RECREATION, 126 OUTDOOR RECREATION M-124 390 6 4 68234 36 30 4.9 11 124 130 1 RADIANT MANIFOLD SCHEDULE BRANCH #HEATED FLOWRATE LINE MARK SERVES ZONES AREA (TOTAL)SIZE NOTES (SF)(GPM)(IN) M-124 124 OUTDOOR RECREATION, 126 OUTDOOR RECREATION 1 405 4.9 1 VAV OA VENT CALC VAV SERVES Az (SF)Pz (POPULATION)ROOM TYPE Rp (CFM/PERSON) Ra (CFM/SF) Rp*Pz Ra*Az Vbz VAV-1-1 119 OFFICER 152 4 GUARD STATIONS 5 0.12 20 18.24 38.24 VAV-1-2 120 HOUSING 253 6 CELL 5 0.12 30 30.36 60.36 VAV-1-3 121 HOUSING 339 8 CELL 5 0.12 40 40.68 80.68 VAV-1-4 123 HOUSING 340 6 CELL 5 0.12 30 40.8 70.8 VAV-1-5 125 DAYROOM 639 20 DAYROOM 5 0.12 100 76.68 176.68 VAV-1-6 127 DAYROOM 639 20 DAYROOM 5 0.12 100 76.68 176.68 VAV-1-7 128 HOUSING 340 6 CELL 5 0.12 30 40.8 70.8 VAV-1-8 130 HOUSING 339 8 CELL 5 0.12 40 40.68 80.68 VAV-1-9 131 HOUSING 253 6 CELL 5 0.12 30 30.36 60.36 VAV-2-1 103 BOOKING 81 2 BOOKING 7.5 0.06 15 4.86 19.86 106 BOOKING 665 10 BOOKING 7.5 0.06 75 39.9 114.9 VAV-2-2 107 HOLDING 101 1 WAITING 7.5 0.06 7.5 6.06 13.56 108 HOLDING 101 1 BOOKING 7.5 0.06 7.5 6.06 13.56 109 HOLDING 101 1 BOOKING 7.5 0.06 7.5 6.06 13.56 ADA HOLDING 109 1 BOOKING 7.5 0.06 7.5 6.54 14.04 VAV-2-3 105 MEDICAL 105 2 MEDICAL 7.5 0.06 15 6.3 21.3 VAV-2-4 111 VEST 43 2 GUARD STATIONS 5 0.12 10 5.16 15.16 115 PROGRAMS 237 6 DAYROOM 5 0.12 30 28.44 58.44 117 CORRIDOR 703 0 CORRIDOR 0 0.06 0 42.18 42.18 118 SALLYPORT 75 0 CORRIDOR 0 0.06 0 4.5 4.5 VAV-2-5 201 CORRIDOR 598 0 CORRIDOR 0 0.06 0 35.88 35.88 VAV-2-6 202 TEMP HOLDING 58 1 BOOKING 7.5 0.06 7.5 3.48 10.98 203 TEMP HOLDING 58 1 BOOKING 7.5 0.06 7.5 3.48 10.98 204 ATTORNEY 64 2 GUARD STATIONS 5 0.12 10 7.68 17.68 205 TEMP HOLDING 64 1 BOOKING 7.5 0.06 7.5 3.84 11.34 FUTURE 1840 TOTAL 1233.2 HYDRONIC UNIT HEATER SCHEDULE TAG SERVES CFM LOW/HIGH GPM HEATING COIL ELECTRICAL DIM (INxINxIN) WEIGHT (LBS) BASIS OF DESIGN (REZNOR) NOTESCAPACTIY LOW/HIGH (MBH) LAT LOW/HIGH (DEG F) MOTOR SIZE LOW/HIGH (HP) FLA LOW/HIGH VOLT/PHASE HUH-101 SALLYPORT 101 270/400 1.92 18/24 121/115 0.014/0.040 0.3/0.6 115/1 17x11X19 37 WS-18/24 1-2 HUH-120 FIRE RISER 120 270/400 1.92 18/24 121/115 0.014/0.040 0.3/0.6 115/1 17x11X19 37 WS-18/24 1-2 HUH-143A DISPATCH 143 270/400 1.92 18/24 121/115 0.014/0.040 0.3/0.6 115/1 17x11X19 37 WS-18/24 1-2 HUH-143B DISPATCH 143 270/400 1.92 18/24 121/115 0.014/0.040 0.3/0.6 115/1 17x11X19 37 WS-18/24 1-2 NOTES: 1. CORRECTION FACTOR APPLIED FOR 130F EWT & 100F LWT AND 60F EAT 2. FLUID SHALL BE 30% PROPYLENE GLYCOL. ELECTRIC UNIT HEATER SCHEDULE MARK SERVES MOUNTING TYPE AIRFLOW (CFM) SERVES HEATING CAPACITY (W) ELECTRICAL DATA WEIGHT (LBS)BASIS OF DESIGN MODEL NOTESVPH EUH-130 CHASE 130 SUSPENDED 310 129 CHASE 3000 208 1 40 REZNOR EGEB-3 PROVIDE INTEGRAL THERMOSTAT EUH-132 MECHANICAL 132 SUSPENDED 310 122 CHASE 3000 208 1 40 REZNOR EGEB-3 PROVIDE INTEGRAL THERMOSTAT EUH-136 CHASE 136 SUSPENDED 310 122 CHASE 3000 208 1 40 REZNOR EGEB-3 PROVIDE INTEGRAL THERMOSTAT .RELIEF AIR HOOD. MARK NO. SERVES LOCATION S.P. (IN WG) MOTORIZED DAMPER WEIGHT OVERALL DIMENSION THROAT DIMENSIONS BASIS OF DESIGN NOTES RH-1 SMOKE RELIEF ROOF 0.04 NO 200 63X62X20 24x36 24x36GR 1-4 NOTES: 1. PROVIDE WITH SECURITY BARS AND SMOKE DAMPER AT ROOF PENETRATION. 2. PROVIDE WITH FACTORY ROOF CURB. 3. INSECT SCREEN. 4. PREMIUM COLOR AS SELECTED BY ARCHITECT. © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 8 : 5 7 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS MECHANICAL SCHEDULES M8.2 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 3/10/22 S T S S S S S S S S S S S S S C O N O2 P P665 SF DAYROOM 133 18 SF CHASE C138 339 SF HOUSING 8 BEDS 137 109 SF CHASE 136 339 SF HOUSING 6 BEDS 135 18 SF CHASE C128 831 SF CORRIDOR-1 124-1 195 SF OUTDOOR RECREATION 134 253 SF HOUSING 6 BEDS 128 101 SF HOLDING 110 101 SF HOLDING 111 49 SF FIRE RISER 120 101 SF HOLDING 109 81 SF PROPERTY STORAGE 106 125 SF OFFICER 126 195 SF OUTDOOR RECREATION 132 339 SF HOUSING 8 BEDS 129 340 SF HOUSING 6 BEDS 131 109 SF CHASE 130 853 SF DISPATCH (SHELLED) 143 639 SF CORRIDOR (SHELLED) 139 105 SF MEDICAL EXAM 105 54 SF ELEV. 113 591 SF BOOKING 108 108 SF ADA HOLDING 112 543 SF SALLYPORT 101 427 SF KITCHEN 102 113 SF IDF, SECURITY AND ELECTRONICS 104 99 SF WORKROOM (SHELLED) 141 194 SF RADIO EQUIPMENT 140 43 SF VEST. 114 54 SF STAFF RR 117 27 SF STORAGE 115 85 SF ELEC. 122 156 SF MECHANICAL 118 639 SF DAYROOM 127 253 SF HOUSING 6 BEDS 138 167 SF CELL 98 73 SF CELL 49 136 SF LAUNDRY 55 112 SF CORRIDOR 69 603 SF FEMALE REC YARD 44 67 SF CELL 48 259 SF SALLYPORT 50 JANITOR 119 SALLYPORT 125 DRY STORAGE 103 VAV-1-2 VAV-1-3 VAV-1-4 VAV-1-7 VAV-1-6 VAV-1-8 VAV-1-9VAV-1-1 VAV-1-5 VAV-2-2 VAV-2-4 VAV-2-3 VAV-2-1 VAV-2-5 VAV-2-6 AC-1 EF-3 M-124 L-1 CONTINUATION ON M9.2 VAV-2-7 © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 9 : 0 0 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS FIRST FLOOR THERMAL ZONE DIAGRAM M9.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 TR U E N SCALE:1/8" = 1'-0" OVERALL FIRST FLOOR THERMAL ZONE DIAGRAM 3/10/22 TS CONTINUATION ON M9.1 © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 0 : 1 9 : 0 2 A M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS SECOND FLOOR THERMAL ZONE DIAGRAM M9.2 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 SHEET NOTES N SCALE:1/8" = 1'-0" OVERALL SECOND FLOOR THERMAL ZONE DIAGRAM 3/10/22 * NOTE * ALL NOTES ON THIS SHEET ARE APPLICABLE TO ALL OTHER SHEETS IN THIS SET. THE SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET MAY OR MAY NOT BE APPLICABLE IN THIS SET OF DRAWINGS. POINT OF DISCONNECT - DEMOLITION REMOVED FROM EXISTING AREA NOT IN CONTRACT GENERAL SYMBOLS POINT OF CONNECTION - NEW CONNECTS TO EXISTING S S S S S S S S S S S S S S S POLE WITH POLE MOUNTED AREA LIGHTING FIXTURE WALL MOUNTED AREA LIGHTING FIXTURE POLE MOUNTED AREA LIGHTING FIXTURE BOLLARD LIGHT FIXTURE SITE LIGHTING - POLE IN GRADE LIGHT FIXTURE PHOTOELECTRIC CELL LOW VOLTAGE RELAY LIGHTING CONTACTOR LIGHTING CONTROL PANEL THEATRICAL LIGHTING LCD STATION MOUNT 50-INCHES AFF, UNO THEATRICAL LIGHTING ENTRY STATION MOUNT 42-INCHES AFF, UNO REMOTE EMERGENCY BATTERY PACK THEATRICAL OUTLET BOX MOUNT 18-INCHES AFF, UNO THEATRICAL NETWORK OUTLET MOUNT 18-INCHES AFF, UNOTHEATRICAL CONTROL CONSOLE OUTLET MOUNT 18-INCHES AFF, UNO CEILING MOUNTED LIGHTING CONTROL DEVICES MAXIMUM MOUNTING HEIGHT OF 10-FEET AFF SWITCH, DOUBLE POLE SWITCH, SINGLE POLE SWITCH, 3-WAY SWITCH, MASTER SWITCH, LOW VOLTAGE SWITCH, EMERGENCY SWITCH, WALL-BOX OCCUPANCY SENSOR SWITCH, WALL-BOX OCCUPANCY SENSOR, 2-POLE SWITCH, DIMMER SWITCH, 4-WAY LIGHTING TRACK, TRACK MOUNTED LIGHT FIXTURES LIGHTING FIXTURE LIGHTING FIXTURE ON EMERGENCY SYSTEM LIGHTING FIXTURE ON EMERGENCY SYSTEM LIGHTING FIXTURE WALL MOUNTED LIGHTING FIXTURE HIGH BAY LIGHTING FIXTURE CEILING FIXTURE, SURFACE, RECESSED OR PENDANT WALL WASHER WALL MOUNTED LIGHTING FIXTURE SWITCH WITH PILOT LIGHT EXIT SIGN, CEILING MOUNTED, DIRECTIONAL ARROW(S) AS INDICATED EXIT SIGN, WALL MOUNTED, DIRECTIONAL ARROW(S) AS INDICATED. MOUNT 94-INCHES AFF, UNO SELF CONTAINED EMERGENCY LIGHTING UNIT MOUNT 94-INCHES AFF, UNO SWITCH, LOW VOLTAGE, ASSOCIATED WITH RELAY PANEL SWITCH, EXPLOSION-PROOF SWITCH, WALL-BOX VACANCY SENSOR CENTRAL INVERTER SWITCHES: MOUNT 42-INCHES AFF UNO THEATRICAL LIGHTING DEVICES: SWITCH, TIMER OCCUPANCY SENSOR VACANCY SENSOR OCCUPANCY SENSOR WALL MOUNTED LIGHTING CONTROL DEVICES: MOUNT 94-INCHES AFF, UNO VACANCY SENSOR RPx CVx PC R LC LCD E BAT TO TN TC 2 3 D 4 E M O 2P O L R T V X OS VS OS VS LIGHTING SX SWITCH SYMBOL SUPERSCRIPT , SWITCH SHALL CONTROL FIXURE DENOTED WITH SAME LOWER CASE LETTER x SUBSCRIPT, SWITCH TYPE - SEE BELOW XXX XXX-X XXX-X CKT DESIGNATION (PNL - CKT NO.) FIXTURE TYPE RELAY PANEL - RELAY NO. OR LOCAL SWITCH DESIGNATION LIGHTING FIXTURE TAG LINE THRU SWITCH INDICATES A KEY OPERATED SWITCH LIGHTING FIXTURES AREA LIGHTING LIGHTING CONTROL DEVICES SWITCHES AND WALL-BOX CONTROLS S S * * S SWITCH, PUSH BUTTON, SINGLE SWITCH, PUSH BUTTON, DOUBLE DUPLEX RECEPTACLE DUPLEX RECEPTACLE, EMERGENCY SIMPLEX RECEPTACLE SWITCH, PUSH BUTTON, TRIPLE CIRCUIT HOME RUN CONDUIT STUB-UP CONDUIT SLEEVE CONDUIT TURNING UP CONDUIT TURNING DOWN CONDUIT SEAL TRANSFORMER EXPOSED CONDUIT, POWER CONDUIT CONCEALED IN CEILING OR WALLS, POWER CONDUIT CONCEALED IN FLOOR OR UNDERGROUND, POWER SPECIAL RECEPTACLE, DEEP WELL BOX FLUSH FLOOR OUTLET BOX UNO DUPLEX RECEPTACLE, SWITCHED RANGE RECEPTACLE, MOUNT 8-INCHES AFF WITH FLEX CONNECTION SWITCHBOARD GENERATOR EQUIPMENT CABINET, AS NOTED AUTOMATIC TRANSFER SWITCH CURRENT TRANSFORMER ENCLOSURE THERMOSTAT MUSHROOM SWITCH ELECTRICAL MANHOLE MOTOR CONNECTION, HORSEPOWER AS INDICATED MANUAL CONTROLLER WITH THERMAL OVERLOAD FUSE AND SWITCH ASSEMBLY ELECTRICAL HAND HOLE FLUSH JUNCTION BOX, CEILING MOUNTED JUNCTION BOX ABOVE SUSPENDED CEILING SURFACE JUNCTION BOX, WALL MOUNTED FLUSH JUNCTION BOX, WALL MOUNTED SURFACE JUNCTION BOX, CEILING MOUNTED FOURPLEX RECEPTACLE, EMERGENCY DUPLEX RECEPTACLE, LOWER SWITCH FLUSH FLOOR BOX WITH DUPLEX RECEPTACLE UNO DUPLEX RECEPTACLE, FLUSH IN CEILING EQUIPMENT CONNECTION MANUAL CONTROLLER W/O THERMAL OVERLOAD SYSTEM GROUND ELECTRODE CABLE TRAY, LADDER TYPE OR RUNWAY MULTI-OUTLET ASSEMBLIES MOUNT 18-INCHES AFF, UNO WHERE DENOTED 'AC', MOUNT ABOVE COUNTER UNDERGROUND POWER (SERVICE) CIRCUIT BREAKER ENCLOSURE WEATHER RESISTANT GFI DUPLEX RECEPTACLE, ROOF MOUNT 18-INCHES ABOVE ADJACENT STRUCTURE WITH A WEATHERPROOF, IN-USE COVER DUPLEX RECEPTACLE TO SERVE TELEVISION, MOUNT AT SAME HEIGHT AND WITHIN 8-INCHES OF ADJACENT TV OUTLET RECEPTACLES: MOUNT 18-INCHES AFF, UNO DIAGONAL LINE THROUGH SYMBOL OR DENOTED 'AC' INDICATES MOUNT DEVICE ABOVE COUNTER. WHERE INDICATED AS 'MOUNT ABOVE COUNTER' MOUNT BOTTOM OF BOX 2-INCHES ABOVE TOP OF BACKSPLASH OR 6-INCHES ABOVE COUNTERTOP IF NO BACKSPLASH EXISTS. LABELS SHALL BE MACHINE PRINTED, UNO JUNCTION BOX FOR FUTURE PROJECTOR POWER MOUNT 24-INCHES ABOVE SUSPENDED CEILING MOUNT TIGHT TO CEILING AT EXPOSED STRUCTURE LABEL BOX COVER 'PROJECTOR POWER' MULTI-DEVICE FLOOR BOX WITH DUPLEX RECEPTACLE AND TELECOMMUNICATIONS OUTLETS STD DUPLEX RECEPTACLE TO SERVE ELECTRIC WATER COOLER, MOUNT AT HEIGHT PER EQUIPMENT MANUFACTURER'S INSTALLATION GUIDELINES. WIRE TO GFCI BKR IN PANELBOARD. CONDUIT CONCEALED IN CEILING OR WALLS, OTHER (* = SEE ABBREVIATIONS) CONDUIT CONCEALED IN FLOOR OR UNDERGROUND, OTHER (* = SEE ABBREVIATIONS) EXPOSED CONDUIT, OTHER (* = SEE ABBREVIATIONS) BRANCH CIRCUIT PANELBOARD MOUNT 72-INCHES TO TOP DISTRIBUTION PANELBOARD MOUNT 72-INCHES TO TOP PUSHBUTTON STATION: MOUNT 42-INCHES AFF UNO WEATHER RESISTANT GFI DUPLEX RECEPTACLE, MOUNT 18-INCHES AFF WITH A WEATHERPROOF, IN-USE COVER J J PB HH MH XXX XXX XXX M CT M ATS GEN T T F T M B J J J POWER METER * PULL BOX R TV P WP DIVIDED SURFACE RACEWAY MOUNT 18-INCHES AFF, UNO WHERE DENOTED 'AC', MOUNT ABOVE COUNTER DUPLEX RECEPTACLE, GFI TYPE FOURPLEX RECEPTACLE FOURPLEX RECEPTACLE, GFI TYPE DUPLEX RECEPTACLE, MOUNT ABOVE COUNTER DUPLEX RECEPTACLE, GFI TYPE, MOUNT ABOVE COUNTER FOURPLEX RECEPTACLE, MOUNT ABOVE COUNTER FOURPLEX RECEPTACLE, GFI TYPE, MOUNT ABOVE COUNTER DUPLEX RECEPTACLE, HORIZONTALLY MOUNTED DUPLEX RECEPTACLE, HORIZ. MTD, GFI TYPE DUPLEX RECEPTACLE, HORIZ. MTD, ABOVE COUNTER DUPLEX RECEPTACLE, HORIZ. MTD, GFI TYPE, MOUNT ABOVE COUNTER HAND DRYER, INSTALL HAND DRYER SPECIFIED IN DIV. 11 H USB ONLY RECEPTACLEU RECEPTACLE WITH USB PORTSU EWC MOTOR STARTER OR DRIVE DISCONNECT SWITCH COMBINATION STARTER / DISCONNECT SWITCH CABLE TRAY UP SAFETY TS FAA FACP SMOKE DETECTOR - IONIZATION TYPE (D = DUCT) FIRE ALARM SPEAKER WITH VISUAL WARNING SIGNAL MINI FIRE ALARM HORN WITH VISUAL WARNING SIGNAL SMOKE DETECTOR - PHOTOELECTRIC TYPE (D = DUCT) REMOTE INDICATOR LAMP WATER FLOW ALARM SWITCH TAMPER SWITCH BEAM TRANSMITTER BEAM RECEIVER OS&Y VALVE SMOKE DETECTOR - PHOTOELECTRIC TYPE HEAT DETECTOR, FIXED TEMPERATURE ONLY, 135 F SMOKE DETECTOR - IONIZATION TYPE FIRE ALARM HORN WITH VISUAL WARNING SIGNAL FIRE ALARM BELL WITH VISUAL WARNING SIGNAL MANUAL FIRE ALARM PULL STATION FIRE ALARM VISUAL WARNING SIGNAL FIRE ALARM CONTROL PANEL FIRE ALARM ANNUNCIATOR PANEL MOUNT CENTER OF DISPLAY 54-INCHES AFF MOUNT CENTER OF DISPLAY 54-INCHES AFF MOUNT 42-INCHES AFF FIRE ALARM A/V DEVICES: MOUNT 94-INCHES AFF, OR 6-INCHES BELOW CEILING, WHICEVER IS HIGHER, UNO HEAT DETECTOR RATE-OF-RISE AND FIXED TEMPERATURE, 135 F HEAT DETECTOR, RATE-OF-RISE AND FIXEDTEMPERATURE, 200 F HEAT DETECTOR, FIXED TEMPERATURE ONLY, 200 F FIRE ALARM MAGNETIC DOOR HOLDER MOUNT 74-INCHES AFF FIRE FIGHTERS TELEPHONE MOUNT 54-INCHES AFF T FF R D L F F F F F F F F P I P D I D FIRE ALARM HORN FIRE ALARM BELL FIRE ALARM SPEAKER, FLUSH IN CEILINGF SPRINKLER SYSTEMS ELECTRIC BELL ALARMS FIRE ALARM SPEAKER WITH VISUAL WARNING SIGNAL, CEILINGF FIRE ALARM VISUAL WARNING SIGNAL, CEILINGF ECS SPEAKER, FLUSH IN CEILINGE ECS SPEAKER WITH VISUAL WARNING SIGNAL, CEILINGE ECS VISUAL WARNING SIGNAL, CEILINGE LOC LOCAL OPERATOR'S CONSOLE MOUNT CENTER OF DISPLAY 54-INCHES AFF NAC NOTIFICATION APPLIANCE CIRCUIT CABINET MOUNT CENTER OF DISPLAY 54-INCHES AFF FS OSY DAS ANTENNA TELEVISION OUTLET, FLUSH IN CEILING FLUSH FLOOR BOX WITH MICROPHONE OUTLET SPEAKER/HORN, WALL DIRECTORS HEADSET CLASS PROGRAM BELL CLOCK - DOUBLE FACE TELECOMMUNICATIONS OUTLET MOUNTED IN FLOOR BOX COMMUNICATIONS CLOCK - WALL MOUNT 1,0,0 0,0,1 TELECOMMUNICATIONS OUTLETS: MOUNT 18-INCHES AFF, UNO, AND WITHIN 8-INCHES OF ADJACENT RECEPTACLE WHERE DENOTED 'AC', MOUNT ABOVE COUNTER WHERE DENOTED 'C', MOUNT FLUSH IN CEILING VIDEO ONLY TELECOM OUTLET (TELEVISION OUTLET) MOUNT 94-INCHES AFF, UNO. EQUIVALENT TO ANALOG VOICE ONLY TELECOM OUTLET (TELEPHONE OUTLET) MOUNT 18-INCHES AFF, UNO. EQUIVALENT TO WHERE DENOTED 'W' MOUNT 50-INCHES AFF TELECOMMUNICATIONS OUTLET PROVIDE JACKS UNDER A COMMON FACEPLATE: X = QTY OF VOICE JACKS Y = QTY OF DATA JACKS Z = QTY OF VIDEO JACKS INTERCOM CALLBACK STATION MOUNT 42-INCHES AFF SPEAKER, WALL BELLS, BUZZERS, CHIMES AND WALL SPEAKERS: MOUNT 94-INCHES AFF, UNO INTERCOM HANDSET MOUNT 50-INCHES AFF VOLUME CONTROL, WALL MOUNT 42-INCHES AFF MICROPHONE OUTLET, WALL MOUNT 18-INCHES AFF FLOOR MOUNTED TELECOMMUNICATIONS RACK PUBLIC ADDRESS (A/V) SYSTEM SPEAKER, FLUSH IN CEILING WIRELESS ACCESS POINT CLOCK - CEILING MOUNT, DOUBLE FACE CLOCKS: MOUNT 94-INCHES AFF, UNO SPEAKER, FLUSH IN CEILING, ENCLOSED IN BACKBOX WHERE EXPOSED TWO-WAY INTERCOM/CALL STATION COMBINATION UNIT MOUNT 42-INCHES AFF INTERCOM MASTER STATION OUTLET MOUNT 18-INCHES AFF 2 M AV OUTLET. PROVIDE TWO BOXES PER DETAIL 23 / E6.03. TV AV TV M M V IC H S IC IC S S X,Y,Z D H C DS C M DS BUZZER CHIME CLOCK - MASTER CLOCK - OUTLET PA AP WIRELESS ACCESS POINT, WALL MOUNTEDAV TELECOMMUNICATIONS OUTLET FOR SECURITY NETWORKS GENERAL SYMBOLS SIM ??? ? SIM ??? ? ??Ea s t ? ? ROOM NAME ??? ? DESCRIPTION DETAIL NUMBER SHEET NUMBER CROSS REFERENCE DETAIL REFERENCE BUILDING ELEVATION INTERIOR ELEVATION KEYED NOTE COLUMN GRID LINE ROOM NAME / ROOM NUMBER DOOR NUMBER REVISION NUMBER X EQUIPMENT TAG ENCLOSED SWITCH; MOUNT 60-INCHES AFF TO TOP XX/X = AMP RATING / NO. OF POLES XXAF = FUSE SIZE; AF=AMP FUSE; NF=NO FUSE X = STARTER NEMA SIZE COMBINATION CONTROLLER \ DISCONNECT; MOUNT 60-INCHES AFF TO TOP XX/X = AMP RATING / NO. OF POLES XXAF = FUSE SIZE; AF=AMP FUSE; NF=NO FUSE XX = ENCLOSURE NEMA RATING; BLANK=NEMA 1; WP=NEMA 3R ONE-LINE DIAGRAM M XXX/X LSIG XXX/3 METER SOCKET/METER ENCLOSED CONTROLLER (ACROSS-THE-LINE UNO) MOUNT 60-INCHES AFF TO TOP X = STARTER NEMA SIZE X XX/X XXAF XX XX/X XXAF XX SPD SURGE PROTECTION DEVICE T XX TRANSFORMER T = TRANSFORMER ID XX = SIZE BREAKER XXX/X = AMP RATING / POLES LSIG = ADJUSTABLE SETTINGS (WHERE NOTED) L = LONG TIME S = SHORT TIME I = INSTANTANEOUS G = GROUND FAULT PROTECTION OF EQUIPMENT GFPE = GROUND FAULT PROTECTION OF EQUIPMENT ERMS = ENERGY REDUCTION MAINTENANCE SWITCH FUSIBLE SWITCH XXX/X = SWITCH AMP RATING / POLES XXX = FUSE SIZE XXX GROUNDING ELECTRODE SYSTEM © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 2 : 5 4 : 5 1 P M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS ELECTRICAL SYMBOLS, ABBREVIATIONS & NOTES E0.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 GENERAL DEMOLITION NOTES 1 ITEMS INDICATED ON DEMOLITION PLANS ARE BASED ON AS-BUILT DRAWINGS AND FIELD OBSERVATIONS AND ARE INTENDED TO GIVE THE BIDDER A GENERAL REPRESENTATION OF EXISTING CONDITIONS. 2 REMOVE ALL ITEMS SHOWN FULL-TONE OR NOTED ELSEWHERE IN THE DOCUMENTS TO BE REMOVED OR DEMOLISHED. DEMOLISH ADDITIONAL ITEMS NOT SHOWN ON DRAWINGS, BUT WHICH MUST BE REMOVED TO COMPLETE THE PROJECT. 3 ITEMS SHOWN HALF-TONE ARE EXISTING TO REMAIN. 4 RELOCATE ITEMS DENOTED 'ER'. SEE LIGHTING, POWER AND/OR SPECIAL SYSTEM SHEETS FOR NEW LOCATIONS. 'ER' IS DEFINED AS EXISTING (TO BE) RELOCATED. 5 EXISTING CONDUIT MAY REMAIN IF ALL THE FOLLOWING ARE TRUE: A. IT CAN BE REUSED TO FEED DEVICES INSTALLED UNDER THIS CONTRACT. B. IT DOES NOT INTERFERE WITH OTHER TRADES. C. IT WAS ORIGINALLY INSTALLED MEETING SPECIFICATIONS RELATED TO THIS PROJECT. D. IT WILL NOT BE EXPOSED IN A FINISHED AREA (UNLESS NOTED OTHERWISE). 6 PROVIDE ELECTRICAL DEMOLITION ASSOCIATED WITH MECHANICAL EQUIPMENT TO BE REMOVED. IN ADDITION TO DEVICES SHOWN, REFER TO MECHANICAL AND ARCHITECTURAL DEMOLITION SHEETS TO DETERMINE EQUIPMENT TO BE REMOVED. 7 6.MAINTAIN FUNCTIONALITY OF ALL EXISTING LOW VOLTAGE SYSTEMS INCLUDING, BUT NOT LIMITED TO, TELECOM CABLING NETWORKS, INTERCOM, CLOCKS, FIRE ALARM, SAFETY AND SECURITY DURING ALL PHASES OF CONSTRUCTION. PROVIDE TEMPORARY INTERCONNECTIONS AS REQUIRED TO ACCOMMODATE CONSTRUCTION SCHEDULE. GENERAL SITE DEMOLITION NOTES 1 SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR PHASES OF DEMOLITION AND CONSTRUCTION. COORDINATE WITH GENERAL CONSTRUCTION. 2 DISCONNECT AND REMOVE ALL ELECTRICAL DEVICES AND LIGHTING FIXTURES IN DEMOLITION AREAS UNLESS NOTED OTHERWISE. 3 COORDINATE AND VERIFY REQUIREMENTS WITH NEW WORK IN AREA. GENERAL SITE PLAN NOTES 1 ALL LIGHTING AND POWER CONDUCTORS SHALL BE INSTALLED BETWEEN 24" (MINIMUM) AND 36" (MAXIMUM) BELOW FINISHED GRADE. 2 ALL COMMUNICATIONS CONDUIT AND CABLES SHALL BE INSTALLED 36" (MINIMUM) BELOW FINISHED GRADE. 3 ALL CONDUCTORS FOR EXTERIOR LIGHTING AND POWER CIRCUITS SHALL BE #10 AWG MINIMUM. 4 PROVIDE TRANSFORMER BASE AT ALL POLE MOUNTED FIXTURES, TAP 2 LEGS OF THREE PHASE FEEDER (CIRCUITS DENOTED), PROVIDE BALLAST FUSES AT TAP, AND PROVIDE BRANCH CIRCUITS TO FIXTURES. GENERAL LIGHTING NOTES 1 SEE LIGHT FIXTURE SCHEDULE AND SYMBOLS LEGEND FOR MOUNTING HEIGHTS, UNLESS NOTED OTHERWISE. 2 PROVIDE #10AWG MINIMUM CONDUCTORS FOR ALL EXTERIOR LIGHTING CIRCUITS. 3 SEE ARCHITECTURAL BUILDING ELEVATIONS FOR LOCATION OF BUILDING MOUNTED EXTERIOR LIGHT FIXTURES. 4 PROVIDE BEAD OF SILICON SEALANT AROUND RECESSED BACK BOX PERIMETER AT ALL BUILDING MOUNTED EXTERIOR LIGHT FIXTURE LOCATIONS. 5 CIRCUIT FIXTURES DENOTED WITH 'NL' AS UNSWITCHED NIGHT LIGHTS. 6 FIXTURES DENOTED WITH LOWER CASE LETTERS SHALL BE CONTROLLED BY SWITCHES DENOTED WITH THE SAME LOWER CASE LETTER IN EACH ROOM. (D)DEMOLISHED (E)EXISTING (R)RELOCATED Ø PHASE A AMPERE AC ABOVE COUNTER AF AMP FRAME (CIRCUIT BREAKER) AIC AMPERE INTERRUPTING CAPACITY AL ALUMINUM AMP AMPERE AP WIRELESS ACCESS POINT AT AMP TRIP (CIRCUIT BREAKER OR FUSE) ATS AUTOMATIC TRANSFER SWITCH AV AUDIO-VIDEO, AUDIO-VISUAL AWG AMERICAN WIRE GAUGE BAS BUILDING AUTOMATION SYSTEM BJ BONDING JUMPER BKR BREAKER BMS BUILDING MANAGEMENT SYSTEM C CONDUIT CATV CABLE TELEVISION CB CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED CKT CIRCUIT CU COPPER DB DECIBEL DC DIRECT CURRENT DISC DISCONNECT DP DISTRIBUTION PANELBOARD DW DISHWASHER ECS EMERGENCY COMMUNICATION SYSTEM EGB ELECTRICAL GROUNDING BUSBAR EMD ESTIMATED MAXIMUM DEMAND EMGB ELECTRICAL MAIN GROUNDING BUSBAR EP EXPLOSION PROOF ER EXISTING (TO BE ) RELOCATED ERMS ENERGY REDUCTION MAINTENANCE SWITCH EWC ELECTRIC WATER COOLER FA FIRE ALARM FAA FIRE ALARM ANNUNCIATOR FACP FIRE ALARM CONTROL PANEL FC FOOT CANDLE FLA FULL LOAD AMPS FS FLOW SWITCH FSD FIRE SMOKE DAMPER G EQUIPMENT GROUNDING CONDUCTOR GEN GENERATOR GFI, GFCI GROUND FAULT CIRCUIT INTERRUPTER GFPE GROUND FAULT PROTECTION OF EQUIPMENT GND EQUIPMENT GROUNDING CONDUCTOR HH HANDHOLE HOA HAND-OFF-AUTOMATIC HP HORSE POWER IC INTERCOM IG ISOLATED GROUND JB JUNCTION BOX KAIC THOUSAND AMPERE INTERRUPTING CIRCUIT KV KILOVOLT KVA KILOVOLT AMPERES KW KILOWATT LT LIGHT LTG LIGHTING MCA MINIMUM CIRCUIT AMPACITY MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MH MANHOLE MLO MAIN LUGS ONLY MOCP MAXIMUM OVERCURRENT PROTECTION MRTS MOTOR RATED TOGGLE SWITCH MSB MAIN SWITCHBOARD MTD MOUNTED MTG MOUNTING MTS MAIN TRANSFER SWITCH N NEUTRAL N.C.NORMALLY CLOSED N.O.NORMALLY OPEN NF NON-FUSED NL NIGHT LIGHT OFCI OWNER FURNISHED CONTRACTOR INSTALLED OS&Y OUTSIDE SCREW AND YOKE P POLE(S) PA PUBLIC ADDRESS PB PULL BOX PH PHASE PIV POST INDICATOR VALVE PWR POWER RCP REFLECTED CEILING PLAN RECPT RECEPTACLE REF REFERENCE SCCR SHORT CIRCUIT CURRENT RATING SD SMOKE DAMPER SEC SECONDARY SPD SURGE PROTECTION DEVICE SWBD SWITCHBOARD TBB TELECOMMUNICATIONS BONDING BACKBONE TC TIME CLOCK TGB TELECOMMUNICATIONS GRONDING BUSBAR TMGB TELECOMMUNICATIONS MAIN GRONDING BUSBAR TO TELECOMMUNICATIONS OUTLET TR TELECOMMUNICATIONS ROOM TS TAMPER SWITCH TV TELEVISION UG UNDERGROUND UPS UNINTERRUPTABLE POWER SUPPLY V VOLT VA VOLT-AMPERE VFD VARIABLE FREQUENCY DRIVE W WIRE WA TELECOMMUNICATIONS WORK AREA WG WIRE GUARD WP WEATHER-PROOF (NEMA 3R) XFMR TRANSFORMER GENERAL NOTES 1 MODIFICATIONS TO EXISTING POWER DISTRIBUTION EQUIPMENT: MATCH EXISTING MANUFACTURER, SWITCH TYPE, FUSE TYPE, BREAKER TYPE AND KAIC RATING FOR ALL INSTALLED DEVICES. 2 EXISTING PANEL DIRECTORIES AT PANELS AFFECTED BY WORK: PROVIDE UPDATED TYPED PANEL DIRECTORY. CONSULT OWNER FOR INPUT ON LABELING OF ALL EXISTING CIRCUITS. 3 DEVICES AND LIGHT FIXTURES DENOTED 'ER' ARE EXISTING TO BE RELOCATED. NOTIFY A/E IF DEVICES OR FIXTURES ARE DAMAGED. GENERAL SYSTEMS NOTES DIVISION 28 1 PROVIDE MINIMUM CANDELA RATINGS FOR ROOMS WITH WALL MOUNTED VISUAL NOTIFICATION APPLIANCES AS FOLLOWS: • <20'x20' = 15cd • <28'x28' = 30cd • <40'x40' = 60cd • >40'x40' = 110cd 2 PROVIDE MINIMUM CANDELA RATINGS FOR ROOMS WITH CEILING MOUNTED VISUAL NOTIFICATION APPLIANCES ON MAXIMUM 10' HIGH CEILING AS FOLLOWS: • <20'x20' = 15cd • <30'x30' = 30cd • <40'x40' = 60cd • >40'x40' = 110cd 3 INCREASE DEVICE RATINGS/SETTINGS WHEN LOCATED OFF-CENTER IN ROOMS TO MAINTAIN NFPA COVERAGE. 4 VISUAL DEVICES IN CORRIDORS SHALL BE 15cd. VISUAL DEVICES LOCATED IN OTHER AREAS SHALL BE 110cd UNLESS NOTED OTHERWISE. 5 IN ADDITION TO DEVICES SHOWN, SEE SCHEDULE SHEETS FOR FIRE ALARM SYSTEM DEVICES CONNECTIONS TO MECHANICAL EQUIPMENT. 6 PROVIDE FIRE ALARM MONITORING OF ALL FLOW AND TAMPER SWITCHES. CONFIRM QUANTITIES AND LOCATION WITH DIVISION 21. 7 UTILIZE SLEEVES AND FIRE RATED SLEEVES AT RATED WALLS PROVIDED UNDER DIVISION 26 FOR INSTALLATION OF ALL LOW VOLTAGE CABLING. FOLLOW INDUSTRY STANDARDS TO MAINTAIN 40% FILL REQUIREMENTS IN ALL SLEEVES (SUPERSEDES NEC - DO NOT FILL SLEEVES TO CAPACITY). PROVIDE ADDITIONAL SLEEVES MEETING DIVISION 26 REQUIREMENTS AS REQUIRED. 8 SYSTEM PANEL LOCATIONS: AUXILIARY SYSTEM PANELS, POWER SUPPLIES OR OTHER EQUIPMENT ENCLOSURES SHALL NOT BE LOCATED IN TELECOM ROOMS UNLESS NOTED OTHERWISE. IF DRAWINGS DO NOT DEPICT LOCATIONS FOR AUXILIARY COMPONENTS, CONSULT OWNER OR A/E PRIOR TO EQUIPMENT INSTALLATION. 9 DUCT SMOKE DETECTION: DETERMINE QUANTITY AND PLACEMENT OF DETECTORS REQUIRED FOR COVERAGE OF DUCTWORK BASED ON NFPA REQUIREMENTS. PROVIDE MECHANICAL EQUIPMENT FAN SHUTDOWN RELAY AT ALL DUCT DETECTORS. SEE HVAC PLANS FOR EQUIPMENT LOCATIONS. COORDINATE SHUTDOWN CONTROL WITH DIVISION 23. 10 SMOKE DAMPERS AND FIRE-SMOKE DAMPERS: PROVIDE FIRE ALARM CONNECTION AND 120-VOLT POWER TO EACH FIRE/SMOKE DAMPER SHOWN ON HVAC PLANS. PROVIDE DEDICATED CIRCUIT TO DAMPERS, ROUTED THROUGH NORMALLY CLOSED FIRE ALARM RELAY, MOUNTED ON WALL IN NEAREST ELECTRICAL ROOM. COORDINATE WITH DAMPER MANUFACTURER FOR SPECIFIC DAMPER LOAD REQUIREMENTS. RELAY SHALL BE CONTROLLED BY FACP, SUCH THAT, ON GENERAL ALARM DAMPERS CLOSE. FIRE ALARM CONNECTION TO DAMPER SHALL BE A SUPERVISORY CIRCUIT MONITORING STATUS OF INTEGRAL SMOKE DETECTOR, AND SHALL PROVIDE REMOTE FIRE/SMOKE DAMPER RESET. FACP SHALL INITIATE A SUPERVISORY SIGNAL WHEN INTEGRAL DETECTOR GOES INTO ALARM. FIRE/SMOKE DAMPERS MAY BE GROUPED TOGETHER ON SUPERVISORY CIRCUITS TO SIMPLIFY WIRING. COORDINATE REQUIREMENTS WITH FIRE/SMOKE DAMPER MANUFACTURER. UTILIZE SPARE 20/1 BREAKERS. LABEL TYPED PANEL DIRECTORY 'FIRE/SMOKE DAMPERS - (INDICATE AREA SERVED)'. 11 PROVIDE WIREGUARDS ON ALL FIRE ALARM STROBES AND HORN/STROBES IN GYMNASIUMS. GENERAL SYSTEMS NOTES DIVISION 27 1 ALL SPEAKERS AND HORN-TYPE SPEAKERS ARE PART OF THE INTERCOM SYSTEM, UNLESS NOTED OTHERWISE. 2 PROVIDE SURFACE MOUNT ENCLOSURE AND BAFFLE FOR ALL SPEAKERS IN FINISHED SPACES WITH NO CEILINGS (EXPOSED STRUCTURE). 3 PROVIDE WIREGUARDS ON ALL CLOCKS IN GYMNASIUMS. 4 UTILIZE SLEEVES AND FIRE RATED SLEEVES AT RATED WALLS PROVIDED UNDER DIVISION 26 FOR INSTALLATION OF ALL LOW VOLTAGE CABLING. FOLLOW INDUSTRY STANDARDS TO MAINTAIN 40% FILL REQUIREMENTS IN ALL SLEEVES (SUPERSEDES NEC - DO NOT FILL SLEEVES TO CAPACITY). PROVIDE ADDITIONAL SLEEVES MEETING DIVISION 26 REQUIREMENTS AS REQUIRED. 5 SYSTEM PANEL LOCATIONS: AUXILIARY SYSTEM PANELS, POWER SUPPLIES OR OTHER EQUIPMENT ENCLOSURES SHALL NOT BE LOCATED IN TELECOM ROOMS UNLESS NOTED OTHERWISE. IF DRAWINGS DO NOT DEPICT LOCATIONS FOR AUXILIARY COMPONENTS, CONSULT OWNER OR A/E FOR APPROVED LOCATIONS PRIOR TO EQUIPMENT INSTALL. GENERAL SYSTEMS NOTES DIVISION 26 1 TELECOMMUNICATIONS OUTLETS: PROVIDE TWO-GANG BOX (2.25-INCH DEEP MINIMUM) WITH SINGLE-GANG STRAP MOUNT PLASTER RING AND 1-INCH CONDUIT STUBBED INTO ACCESSIBLE SPACE ABOVE FINISHED CEILING (EXCEPTION: VOICE-ONLY OR VIDEO-ONLY OUTLETS PER NOTE BELOW). 2 TELECOMMUNICATIONS OUTLET INDICATED AS ROUGH IN ONLY (NO SUBSCRIPTS): INSTALL PER NOTE ABOVE, WITH BLANK 302SS SINGLE-GANG WALLPLATE. 3 VOICE-ONLY OR VIDEO-ONLY TELECOMMUNICATIONS OUTLET: PROVIDE SINGLE-GANG BOX WITH 1-INCH CONDUIT STUBBED INTO ACCESSIBLE SPACE ABOVE FINISHED CEILING. 4 MISCELLANEOUS LOW VOLTAGE OUTLETS (CALL STATIONS, HANDSETS, VOLUME CONTROL, MICROPHONE OUTLETS, SURFACE-MOUNT WALL SPEAKERS AND FIRE ALARM DEVICES): PROVIDE SINGLE-GANG BOX WITH 3/4-INCH CONDUIT STUBBED INTO ACCESSIBLE SPACE ABOVE FINISHED CEILING. 5 INSULATED BUSHINGS: PROVIDE BUSHINGS ON ALL CONDUIT STUB UPS, INCLUDING BUT NOT LIMITED TO, OUTLETS FOR TELECOMMUNICATIONS, FIRE ALARM, SECURITY, ACCESS CONTROL, MASS NOTIFICATION, PUBLIC ADDRESS, ALL OTHER LOW VOLTAGE INTERCOMMUNICATIONS AND UNUSED STUB-UPS OR STUB-UPS INDICATED FOR FUTURE USE. 6 FLOOR BOXES CONTAINING TELECOMMUNICATIONS OUTLETS: FOR EACH LOW-VOLTAGE COMPARTMENT, ROUTE 1-INCH CONDUIT WITH PULL STRING UNDERFLOOR, UP NEAREST WALL, AND STUB INTO ACCESSIBLE SPACE ABOVE FINISHED CEILING. LABEL CONDUIT END 'FLOOR BOX' 7 SLEEVES FOR LOW VOLTAGE CABLES: PROVIDE 2-INCH SLEEVES UNLESS NOTED OTHERWISE. COORDINATE WITH PATH OF DUCTWORK AND GWB CEILING TO ENSURE ACCESSIBILITY, EXTEND SLEEVES AS REQUIRED. INSTALL ALL SLEEVES 4-INCHES ABOVE HIGHER CEILING OF TWO ADJACENT SPACES. REFER TO ROOM FINISH SCHEDULES AND REFLECTED CEILING PLANS FOR CEILING HEIGHTS. STUB SLEEVES INTO JOIST SPACE OF FINISHED ROOMS WITH EXPOSED STRUCTURE. PROVIDE INSULATED BUSHINGS ON BOTH ENDS OF ALL SLEEVES, INCLUDING UNUSED SLEEVES. PROVIDE GROUT OR ESCUTCHEONS TO SECURE SLEEVES TO WALL. PROVIDE FIRE-RATED SLEEVES AT ALL FIRE-RATED WALLS. 8 PROVIDE ADDITIONAL CONDUIT, BOXES, CONDUCTORS AND OVERCURRENT PROTECTION FOR 120-VOLT BRANCH CIRCUITS NOT SPECIFICALLY COVERED UNDER DIVISION 26 WORK, BUT REQUIRED TO COMPLETE DIVISION 08 AND 28 WORK. DEVICES SHALL INCLUDE, BUT NOT BE LIMITED TO, POWER SUPPLIES FOR DOOR HARDWARE, ACCESS CONTROL, FIRE ALARM AND VIDEO SURVEILLANCE. 9 CARD READERS: PROVIDE RECESSED SINGLE-GANG BOX WITH GASKETED BLANK COVERPLATE AND EMPTY 1-INCH CONDUIT STUBBED INTO NEAREST ACCESSIBLE SPACE ABOVE FINISHED CEILING OR JOIST SPACE OF ADJACENT EXPOSED STRUCTURE. LABEL CONDUIT END 'CARD READER'. 10 PROVIDE WATERFALL DROPOUTS AT ALL CABLE TRAY LOCATIONS ABOVE RUNWAYS, WALL/FLOOR MOUNTED RACKS, AND EQUIPMENT ENCLOSURES. 11 AUDIO VISUAL (AV) SYSTEMS: PROVIDE RECESSED BOXES, CONDUIT AND PULL STRINGS FOR ALL SYSTEM COMPONENTS. SHEET INDEX E0.1 ELECTRICAL SYMBOLS, ABBREVIATIONS & NOTES ESD1.1 SITE DEMOLITION PLAN ES1.1 ELECTRICAL SITE PLAN E1.1 OVERALL FIRST FLOOR LIGHTING PLAN E1.2 OVERALL SECOND FLOOR LIGHTING PLAN E2.1 OVERALL FIRST FLOOR POWER PLAN E2.2 OVERALL SECOND FLOOR POWER PLAN E3.1 OVERALL FIRST FLOOR SYSTEMS PLAN E3.2 OVERALL SECOND FLOOR SYSTEMS PLAN E4.1 ENLARGED ELECTRICAL PLANS E5.1 ELECTRICAL DIAGRAMS ED5.1 ONE-LINE DIAGRAM - DEMOLITION E6.1 ELECTRICAL DETAILS E6.2 ELECTRICAL DETAILS E6.3 ELECTRICAL DETAILS E7.1 ELECTRICAL SCHEDULES E7.2 ELECTRICAL SCHEDULES E8.1 PANEL SCHEDULES E8.2 PANEL SCHEDULES ABBREVIATIONS GENERAL POWER NOTES 1 VERIFY ANY NEUTRAL WIRES REQUIRED ON 1Ø OR 3Ø MECHANICAL UNITS FURNISHED UNDER DIVISION 23. IF REQUIRED, PROVIDE NEUTRAL. 2 PROVIDE DEDICATED 120-VOLT CIRCUITS TO ALL HVAC BAS CONTROL DEVICES AND PANELS. COORDINATE QUANTITY WITH DIVISION 23. UTILIZE NEAREST SPARE 120-VOLT, 20/1 BREAKER. LABEL TYPED PANEL DIRECTORY ACCORDING TO LOAD BEING SERVED. 3 IN ADDITION TO DEVICES SHOWN, SEE SCHEDULE SHEETS FOR CONNECTIONS TO ALL MECHANICAL EQUIPMENT. 4 LOCATE SWITCHES FOR CONTROL OF FANS IN TWO-GANG BOX WITH LIGHT SWITCH WHERE APPLICABLE. 5 PROVIDE #10AWG CONDUCTORS FOR ALL WARM AIR DRYER CIRCUITS. PROVIDE LOCKOUT DEVICE AT ALL BREAKERS SERVING WARM AIR DRYERS. ELECTRICAL SYMBOLS GENERAL DEVICE BOX NOTES 1 SEE SYMBOLS LEGEND THIS SHEET FOR MOUNTING HEIGHTS UNLESS NOTED OTHERWISE ON DRAWINGS. 2 ALL MOUNTING HEIGHTS ARE TO CENTERLINE OF BOXES UNLESS NOTES OTHERWISE. 3 PROVIDE BOX EXTENDER FOR FLUSH INSTALLATION OF DEVICES LOCATED IN ARCHITECTURAL CASEWORK THAT IS FLUSH WITH ADJACENT WALL (SUCH AS RECEPTACLES FOR GARBAGE DISPOSERS). 4 FLOOR BOXES: OBTAIN OWNER APPROVAL OF ALL BOX LOCATIONS PRIOR TO ROUGH IN. PROVIDE DEVICE PLATES AT DEVICES AND BLANK PLATES AT ALL UNUSED COMPARTMENTS. 5 COORDINATE LOCATION OF DEVICE BOXES FOR SWITCHES, RECEPTACLES, AND SYSTEMS DEVICES WITH MARKERBOARDS. ADJUST BOX LOCATIONS TO AVOID MARKERBOARDS. 6 COORDINATE LOCATION OF DEVICE BOXES FOR SWITCHES, RECEPTACLES, AND SYSTEMS DEVICES WITH TACKBOARDS. ADJUST BOX LOCATIONS TO AVOID TACKBOARDS. PROVIDE BOX EXTENDER FOR A FLUSH INSTALLATION WHERE DEVICES MUST BE MOUNTED AT TACKBOARD/TACKWALL. 7 CEILING MOUNTED RECEPTACLES: AT SUSPENDED CEILINGS, ROUTE POWER TO RECEPTACLE VIA FLEXIBLE METALLIC CONDUIT WITH 6-FOOT SERVICE LOOP. FEED FMC FROM A J-BOX RIGIDLY SUPPORTED A MAXIMUM OF 24-INCHES ABOVE SUSPENDED CEILING OR AT BOTTOM OF STRUCTURE ABOVE, WHICHEVER IS LOWER. LOCATE J-BOX DIRECTLY ABOVE RECEPTACLE AND SUPPORT VIA STRUCTURE, OR VIA THREAD ROD AND UNISTRUT HUNG FROM STRUCTURE ABOVE IN HIGH STRUCTURE APPLICATIONS. 8 DEVICES RECESSED IN MULLIONS: BACK BOXES TO BE RECESSED FOR FLUSH NSTALLATION OF DEVICE AND WALLPLATE. EXTEND CONCEALED CONDUIT IN MULLION UP TO WALL ABOVE AND STUB OUT ABOVE ACCESSIBLE CEILING. IN AREAS WITH NO CEILING, EXTEND CONDUIT TOWARDS CABLING SOURCE TO ABOVE NEAREST ACCESSIBLE CEILING. M UP UP UP UP OHP OHPOHP OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P U P U P OHC OHCOHCOHC EXISTING UTILITY XFMR EXISTING UTILITY METER 1 2 3 4 MA COMM PULL BOX COMM PULL BOX ATS-CH CH-MDP COURTHOUSE ELEC ROOM 5 SHERIFF'S OFFICE ELEC ROOM6 © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 2 : 5 5 : 5 7 P M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS SITE DEMOLITION PLAN ESD1.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 GENERAL NOTES A COORDINATE WITH OWNER FOR ANY REQUIRED POWER SHUTDOWNS AND/OR EXTENDED OUTAGES DUE TO SCOPE OF WORK PER SPECIFICATIONS. B IF DISCOVERED, REPORT ANY DISCREPANCIES IN EXISTING CONDITIONS SHOWN FOR EXISTING BUILDINGS TO ARCHTIECT/ENGINEER PRIOR TO PRECEDING WITH WORK. SHEET NOTES TR U E N SCALE:1/16" = 1'-0" ELECTRICAL SITE POWER DEMOLITION PLAN 1 DEMOLISH EXISTING SHERIFF'S OFFICE GENERATOR. DEMO FEEDER TO TRASNFER SWITCH. MAINTAIN CONDUIT PATHWAY AS REQUIRED TO CONNECT TO NEW GENERATOR PANEL. MAINTAIN CONDUITS FOR GENERATOR CIRCUITS (BATTERY CHARGING, ATS,ETC.) AND GENERATOR ANNUNCIATOR PANEL FOR REUSE WITH NEW GENERATOR. 2 DISCONNECT EXISTING ROLL-UP GENERATOR FEEDING COURTHOUSE, INCLUDING CONDUIT, WHICH FOLLOWS ALONG ROOF OF SHED AND INTO COURTHOUSE BUILDING. 3 DEMO PARKING LOT LIGHT FIXTURE, INCLUDING CONDUIT AND WIRE BACK TO SOURCE. CONTRACTOR TO INVESTIGATE SOURCE. 4 DISCONNECT EXISTING ROLL-UP GENERATOR FEEDING COURTHOUSE, INCLUDING CONDUIT, WHICH FOLLOWS ALONG ROOF OF SHED AND INTO COURTHOUSE BUILDING. 5 APPROXIMATE LOCATION OF EXISTING COURTHOUSE ELECTRICAL ROOM ON BASEMENT LEVEL 6 APPROXIMATE LOCATION OF EXISTING SHERIFF'S OFFICE ELECTRICAL ROOM ON BASEMENT LEVEL PANEL MA 208Y/120V 800AMP BUS 22K SCCR NEMA 3R PACIFICORP XFMR 208/120 V SECONDARY 150 KVA M 12 5 / 3 12 5 -4W MCC #1 12 5 / 3 ? 80 0 / 3 COURTHOUSE GENERATOR 106kW/133kVA 208Y/120V, 3PH, 4W G 400A M ELEV PANEL CH-MDP 208Y/120V 800AMP BUS 22K SCCR NEMA 3R 1 10 0 / 2 PANEL NEXT TO MAIN 10 0 -3W 2 20 0 / 2 3 20 0 / 2 PANEL TOP/MID WEST END 20 0 -3W 4 22 5 / 2 PANEL H1 22 5 -3W 5 20 0 / 2 PANEL TOP/MID EAST END 20 0 -3W 6 80 / 2 PANEL H2 80 -3W 7 22 5 / 2 PANEL HP1 22 5 -3W PANEL GEN 100A MLOEN ATS CH 800 AMP 3-POLE 22K SCCR PANEL SO-MDP 208Y/120V 600AMP BUS 22K SCCR NEMA 3R 1 10 0 / 3 2 60 / 3 3 10 0 / 3 PANEL 10 0 -4W 4 10 0 / 3 PANEL H1 10 0 -4W 5 20 0 / 3 PANEL DISPATCH 20 0 -4W 6 12 5 / 3 PANEL A CTRL RM 12 5 -4W 7 SP A C E 22 5 / 2 PANEL KITCHEN E N ATS EM 600 AMP 3-POLE 22K SCCR 8 75 / 3 75 -4W MAIN 600/3 SHERIFF GENERATOR 125kW/150kVA 208Y/120V, 3PH, 4W G 600A PANEL 60 -4W SECONDARY PRIMARY PROVIDE EMPTY C. AS DIRECTED BY THE UTILITY PACIFICORP METER 21-458-775 800-4W SPARE COURTHOUSE SHERIFF OFFICE 1 2 400-3W 600-4W 600-4W 3 GENERAL NOTES A. COORDINATE WITH OWNER FOR ANY REQUIRED POWER SHUTDOWNS AND/OR EXTENDED OUTAGES DUE TO SCOPE OF WORK PER SPECIFICATIONS. B. IF DISCOVERED, REPORT ANY DISCREPANCIES IN EXISTING CONDITIONS SHOWN FOR EXISTING BUILDINGS TO ARCHTIECT/ENGINEER PRIOR TO PRECEDING WITH WORK. © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 2 : 5 5 : 4 9 P M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS ONE-LINE DIAGRAM - DEMOLITION ED5.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 1 DEMOLISH EXISTING SHERIFF'S OFFICE GENERATOR. DEMO FEEDER TO TRASNFER SWITCH. MAINTAIN CONDUIT PATHWAY AS REQUIRED TO CONNECT TO NEW GENERATOR PANEL. ATS TO REMAIN FOR FUTURE USE. 2 DISCONNECT EXISTING ROLL-UP GENERATOR FEEDING COURTHOUSE AND COORDINATE WITH OWNER FOR DISPOSAL. DEMO FEEDER TO ATS AND DEMO CONDUIT BACK TO POINT IN WHICH IT CAN BE RECONNECTED TO NEW GENERATOR PANEL. 3 TRANSFER SWITCH IS CURRENTLY FED SINGLE-PHASE. DEMO FEEDER TO PROVIDE NEW 3-PHASE FEEDER. KEY NOTES M UP UP UP UP OHP OHPOHP OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P U P U P OHC OHCOHCOHC UP UPUPUPUPUPUPUPUP U P U P U P EXISTING UTILITY XFMR EXISTING UTILITY METER EXISTING COMM PULL BOX COURTOUSE EXISTING COMM PULL BOX SHERIFF'S OFFICE COURTHOUSE ELEC ROOM 5 SHERIFF'S OFFICE ELEC ROOM6 ATS-SO SO-MDP GEN 1 2 3 4 ATS-JSB JMDP CH-MDP ATS-CH JAIL ELEC ROOM JMSB © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 2 : 5 5 : 5 3 P M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS ELECTRICAL SITE PLAN ES1.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 GENERAL NOTES A CONTACT GREG ANDRUS @ ROCKY MOUNTAIN POWER FOR POWER UTILITY COORDINATION ITEMS. GREGORY.ANDRUS@PACIFICORP.COM, 208-359-4262 B SHEET NOTES TR U E N SCALE:1/16" = 1'-0" ELECTRICAL SITE POWER PLAN 1 NEW GENERATOR. SEE ONE-LINE FOR MORE INFORMATION. UTILIZE EXISTING CIRCUITS FOR BATTERY CHARGER, ETC. FROM SHERIFFS OFFICE. LOCATE NEW GENERATOR ANNUNCIATOR IN SHERIFF'S OFFICE. 2 PROVIDE NEW SECONDARY CONDUITRS AND CONDUCTORS PER ROCKY MOUNTAIN POWER STANDARDS FROM EXISTING TRANSFORMER TO TO NEW SERVICE PANELBOARD. CONTRACTOR TO COORDINATE WITH UTILITY FOR EXACT REQUIREMENTS AND TRANSFORMER SHUTDOWNS. 3 PROVIDE NEW UNDERGROUND CONDUITS FOR JAIL ATS. 4 PROVIDE 5 APPROXIMATE LOCATION OF EXISTING COURTHOUSE ELECTRICAL ROOM ON BASEMENT LEVEL 6 APPROXIMATE LOCATION OF EXISTING SHERIFF'S OFFICE ELECTRICAL ROOM ON BASEMENT LEVEL SOS S S S OS SDDOS PC PC PC S OS S S S S S S S D SD S S SOSSD D OS D OS D OS D OS S S S FEMALE REC YARD 44 CELL 98 CELL 49 CELL 48 SALLYPORT 50 CORRIDOR 69 HOLDING 109 HOLDING 110 HOLDING 111 ADA HOLDING 112 CORRIDOR (SHELLED) 139 RADIO EQUIPMENT 140 DISPATCH (SHELLED) 143 STORAGE 115 ELEV. 113 VEST. 114 STAIR 116 STAFF RR 117 FIRE RISER 120 ELEC. 122 CORRIDOR-1 124-1 OFFICER 126 HOUSING 8 BEDS 137 CHASE 136 HOUSING 6 BEDS 135 OUTDOOR RECREATION 134 OUTDOOR RECREATION 132 HOUSING 6 BEDS 131 CHASE 130 HOUSING 8 BEDS 129 HOUSING 6 BEDS 128 KITCHEN 102 MEDICAL EXAM 105 PROPERTY STORAGE 106 SALLYPORT 101 DAYROOM 133 MECHANICAL 118 Space A338 CHASE C138 CHASE C128 CHASE C109 CHASE C111 Space A358 BOOKING 108 IDF, SECURITY AND ELECTRONICS 104 RESTROOM (SHELLED) 142 WORKROOM (SHELLED) 141 DAYROOM 127 HOUSING 6 BEDS 138 CELL 98 LAUNDRY 55 ROOM 68 CORRIDOR 99 A L1- 7 A L1- 7 A L1- 7 A L1- 7 A L1- 7 A EML- 1 A L1- 7 A L1- 7 A L1- 7 A L1- 7 B L1- 5 B L1- 5 B EML- 1 B L1- 5 B L1- 5 B EML- 1 B L1- 5 B L1- 5 B EML- 1 B L1- 5 B EML- 1 B L1- 3 B EML- 1 B L1- 3 B L1- 3 B L1- 3 B EML- 1 B L1- 1 B EML- 1 B L1- 1 B L1- 1 B L1- 1 B EML- 1 A L1- 7 C-NL L1- 3 C L1- 7 F L1- 7 F L1- 7 F L1- 7 C L1- 7 C L1- 7 F L1- 7 C L1- 7 L L1- 3 L L1- 3 L L1- 3 L L1- 3 F-NL L1- 3 F L1- 3 F L1- 3 F L1- 3 F-NL L1- 3 F-NL L1- 3 C-NL L1- 3 C-NL L1- 3 C-NL L1- 3 C-NL L1- 3 C-NL L1- 3 C-NL L1- 3 C-NL L1- 3 C-NL L1- 3 C-NL L1- 3 C-NL L1- 3 C-NL L1- 3 C-NL L1- 3 C-NL L1- 3 C-NL L1- 1 L L1- 1 L L1- 1 L L1- 1 L L1- 1 F-NL L1- 1 F L1- 1 F L1- 1 F L1- 1 F-NL L1- 1 F-NL L1- 1 C-NL L1- 1 C-NL L1- 1 C-NL L1- 1 C-NL L1- 1 C-NL L1- 1 C-NL L1- 1 C-NL L1- 1 C-NL L1- 1 C-NL L1- 1 C-NL L1- 1 C-NL L1- 1 C-NL L1- 1 C-NL L1- 1 A L1- 7 A L1- 7 A L1- 7 A L1- 7 A L1- 7 A L1- 7 A L1- 7 E L1- 9 E L1- 9 E L1- 9 E L1- 9 E L1- 9 E L1- 9 E L1- 9 E L1- 9 E L1- 9 G L1- 5 G L1- 5 G L1- 5 G L1- 5 G L1- 5 G L1- 5 H L1- 5 H L1- 5 H L1- 5 H L1- 5 H L1- 5 G L1- 7 G L1- 7 A EML- 1 G L1- 3 G L1- 3 G L1- 1 G L1- 1 G L1- 13 G L1- 13 G EML- 1 G L1- 13 G L1- 13 G L1- 5 G L1- 13 G L1- 13 G L1- 13 G L1- 13 G L1- 13 G L1- 13 G L1- 13 J L1- 5 K EML- 1 K EML- 1 D L1- 5 D L1- 5 A L1- 5 L L1- 11 L L1- 11 L L1- 11 L L1- 11 L L1- 11 L L1- 11 L L1- 11 L L1- 11 L L1- 11 G L1- 13 G L1- 13 G EML- 1 G L1- 13 G EML- 1 G L1- 13 G L1- 13 G L1- 13 G L1- 13 G L1- 5 L L1- 11 A L1- 7 L L1- 11 L L1- 11 L L1- 11 L L1- 11 L L1- 11 C L1- 7 B L1- 5 B EML- 1 X1 EML- 2 X1 EML- 2 X1 EML- 2 X1 EML- 2 X1 EML- 2 X1 EML- 2 X1 EML- 2 X1 EML- 2 JANITOR 119 PROGRAMS 121 SHELL SPACE 123 G L1- 5 G L1- 5 G L1- 5 G L1- 5 B L1- 5 B L1- 5 B L1- 5 B L1- 5 K EML- 1 1 2 B L1- 3 B L1- 3 B L1- 1 B L1- 1 L L1- 11 L L1- 11 L L1- 11 DRY STORAGE 103 SALLYPORT 125 G L1- 13 G L1- 13 M P1- 2 M P1- 2 3 E6.2 1 X1 EML- 2 X1 EML- 2 © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 2 : 5 4 : 5 9 P M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS OVERALL FIRST FLOOR LIGHTING PLAN E1.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 TR U E N SCALE:1/8" = 1'-0" OVERALL FIRST FLOOR LIGHTING PLAN KEY NOTES 1 FIXTURES TO BE MOUNTED 8' ABOVE LANDING OF STAIRWAY 2 CONTROL ALL LIGHTING IN SECURED AREAS VIA SECURITY ELECTRONICS RELAY PANELS 3 CONNECT PIT LIGHTS TO SAME CIRCUIT AS ELEVATOR PIT RECEPTACLE. S OS S SOS S Space 132 G L1- 15 G EML- 1 G L1- 15 C L1- 15 C L1- 15 G L1- 15 G EML- 1 G L1- 15 G L1- 15 X1 EML- 2 B EML- 1 B L1- 15 B EML- 1 B L1- 15 B EML- 1 B L1- 15 STORAGE 203 TEMP. HOLDING 205 ATTORNEY 204 CORR. 201 E6.2 1 © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 2 : 5 5 : 0 3 P M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS OVERALL SECOND FLOOR LIGHTING PLAN E1.2 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 TR U E N SCALE:1/8" = 1'-0" OVERALL SECOND FLOOR LIGHTING PLAN SS S S OS REX DAYROOM 133 HOUSING 8 BEDS 137 CHASE 136 HOUSING 6 BEDS 135 CHASE C128 CORRIDOR-1 124-1 OUTDOOR RECREATION 134 HOUSING 6 BEDS 128 CHASE C109 HOLDING 110 CHASE C111 HOLDING 111 FIRE RISER 120 HOLDING 109 PROPERTY STORAGE 106 OFFICER 126 OUTDOOR RECREATION 132 HOUSING 8 BEDS 129 HOUSING 6 BEDS 131 CHASE 130 DISPATCH (SHELLED) 143 CORRIDOR (SHELLED) 139 MEDICAL EXAM 105 ELEV. 113 BOOKING 108 ADA HOLDING 112 SALLYPORT 101 KITCHEN 102 IDF, SECURITY AND ELECTRONICS 104 WORKROOM (SHELLED) 141 RADIO EQUIPMENT 140 VEST. 114 STAFF RR 117 STORAGE 115 ELEC. 122MECHANICAL 118 DAYROOM 127 HOUSING 6 BEDS 138 CELL 98 CELL 49 LAUNDRY 55 CORRIDOR 69 ROOM 68 FEMALE REC YARD 44 CELL 48 CORRIDOR 99 BOOKING 52 SALLYPORT 50 E2.1 2 E2.1 3 E4.1 1 TV,9'-6"AFF TV,9'-6"AFF GEN JMSB K1 1 2 22 2 SHELL SPACE 123 PROGRAMS 121 JANITOR 119 SALLYPORT 125 A1 EUH-136 WH-1 WH-2 TP-1 SP-1 WP RESTROOM (SHELLED) 142 P1 - 1 P2 - 1 HUH-120 HUH-143A HUH-143B AC-2 3 4 P1 - 3 P1 - 5 E2.1 4 P1 - 7 P1 - 9 P1 - 11 P1 - 13 P1 - 15 5 6 P1 - 19 P1 - 23 P1 - 25 S1 - 2 4 S1-4 P1-27 FD FD FS S M E6.2 1 P1-2 89 P1-6 M1-39 M1-39 10 10 EUH-130HUH-101 CSP-1 ATS-JSB JMDP P1 EML JMSB LCP L1 M1 P2 EF-3 S1 AC-1 SBB 7 11 7 11 L5-30R S1 - 1 1 S1 - 9 S1 - 7 S1 - 5 S1 - 1 S1 - 3 12 S1 - 1 S1 - 1 S1 - 1 A1 AC-2 A1-13 A1-15 PBB 2 E6.3 A1-11 A1-9 A1-7 A1-5 A1-3 A1-1 A1-2 L5-30 L5-30A1-411 © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 2 : 5 5 : 0 4 P M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS OVERALL FIRST FLOOR POWER PLAN E2.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 TR U E N SCALE:1/8" = 1'-0" OVERALL FIRST FLOOR POWER PLAN GENERAL NOTES A PROVIDE 120V AND FIRE ALARM CONNECTION TO FIRE/SMOKE DAMPERS. SEE DETAIL 11/E6.1 FOR EXACT CONNECTION REQUIREMENTS. CONNECT NO MORE THAN 10 DAMPERS PER 120V CIRCUIT. COORDINATE WITH DIVISION 28 FOR FIRE ALARM CONNECTIONS AND DIVISION 23 FOR SEQUENCE OF OPERATIONS. B SEE SECURITY DRAWINGS (SE SERIES) FOR ADDITIONAL REQUIREMENTS FOR DIVISION 26. C COORDINATE WITH DIVISION 22 FOR POTENTIAL 120V CONNECTIONS TO (6) WATER SOLENOID VALVES SERVING DAYROOMS. VALVES TO BE CONTROLLED BY SECURITY PLC. SCALE:1/4" = 1'-0"E2.1 2 ENLARGED ELECTRICAL ROOM PLAN SCALE:1/4" = 1'-0"E2.1 3 ENLARGED SECURITY ELECTRONICS ROOM PLAN 1 PROVIDE 2KW RACK MOUNTED UPS. INSTALL IN UNDER COUNTER RACK BY DIV 28. 2 COORDINATE EXACT LOCATION OF RECEPTACLE FOR WATER MANAGEMENT SYSTEM WITH DIV. 21 3 PROVIDE DISCONNECT FOR ELEVATOR AND CAB LIGHTING 4 OUTLET CONTROL FOR EACH TV IN DAYROOM CONTROLLED BY SECURITY. SEE RELAY PANEL SCHEDULE ON SHEET E7.1 5 PROVIDE CEILING RECEPT FOR CEILING MOUNT MONITOR ON UPS POWER 6 TOUCH SCREEN TO SHUT ON/OFF WATER FOR DAYROOMS 7 CONTRACTOR TO COORDINATE MOUNTING OF RECEPTACLES IN EQUIPMENT RACK BASED ON SECURITY SUBMITTALS 8 CONNECT RECEPTACLE TO TO SAME CIRCUIT AS PIT LIGHTS. 9 PROVIDE RECEPTACLE FOR ELEVATOR SUMP PUMP 10 PROVIDE CONNECTION TO (3) WATER SOLONOID VALVES INTO DAY ROOM. VALVES TO BE CONTROLLED VIA RELAY PANEL. SEE SCHEDULE ON SHEET E7.1 11 PROVIDE 3000VA RACK MOUNTED UPS, APS SMTL3000RM2UCNC OR EQUAL, FOR RACK. 12 PROVIDE 3000VA RACK MOUNTED UPS, APS SMTL3000RM2UCNC OR EQUAL, FOR RACK. KEY NOTES SCALE:1/4" = 1'-0"E2.1 4 ENLARGED SECURITY ELECTRONICS ROOM PLAN B-2B-1 RTU-1 RTU-2 P-2 P-1 CU-1 RTU-3 EF-1 Space 132 M WP WP WP EF-6 EF-4 EF-5 EF-2 TEMP. HOLDING 205 ATTORNEY 204 STORAGE 203 CORR. 201 TP-1 P1 - 17 P1 - 21 1 EUH-132 E6.2 1 © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 2 : 5 5 : 0 9 P M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS OVERALL SECOND FLOOR POWER PLAN E2.2 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 TR U E N SCALE:1/8" = 1'-0" OVERALL SECOND FLOOR POWER PLAN GENERAL NOTES A PROVIDE 120V AND FIRE ALARM CONNECTION TO FIRE/SMOKE DAMPERS. SEE DETAIL 11/E6.1 FOR EXACT CONNECTION REQUIREMENTS. CONNECT NO MORE THAN 10 DAMPERS PER 120V CIRCUIT. COORDINATE WITH DIVISION 28 FOR FIRE ALARM CONNECTIONS AND DIVISION 23 FOR SEQUENCE OF OPERATIONS. B SEE SECURITY DRAWINGS (SE SERIES) FOR ADDITIONAL REQUIREMENTS FOR DIVISION 26. C COORDINATE WITH DIVISION 22 FOR POTENTIAL 120V CONNECTIONS TO (6) WATER SOLENOID VALVES SERVING DAYROOMS. VALVES TO BE CONTROLLED BY SECURITY PLC. 1 PROVIDE EMERGENCY POWER OFF BUTTON FOR BOILERS. SEE DETAIL 10 SHEET E6.1 FOR WIRING DIAGRAM KEY NOTES F 30 F 75 F 15 F 15 F 15 F 15 PP P P F 15F 15 F 30 F 15 F 30 F 15 FA C P F 15 F 15 P P P P P F 15 F 15 FS C P SS TV TV FA A P AVAV P F 15 REX F 30 DAYROOM 133 Space A338 CHASE C138 HOUSING 8 BEDS 137 CHASE 136 HOUSING 6 BEDS 135 CHASE C128 CORRIDOR-1 124-1 OUTDOOR RECREATION 134 HOUSING 6 BEDS 128 CHASE C109 HOLDING 110 CHASE C111 HOLDING 111 FIRE RISER 120 HOLDING 109 PROPERTY STORAGE 106 OFFICER 126 OUTDOOR RECREATION 132 Space A358 HOUSING 8 BEDS 129 HOUSING 6 BEDS 131 CHASE 130 DISPATCH (SHELLED) 143 CORRIDOR (SHELLED) 139 MEDICAL EXAM 105 ELEV. 113 BOOKING 108 ADA HOLDING 112 SALLYPORT 101 KITCHEN 102 IDF, SECURITY AND ELECTRONICS 104 WORKROOM (SHELLED) 141 RADIO EQUIPMENT 140 VEST. 114 STAFF RR 117 STAIR 116 STORAGE 115 ELEC. 122 MECHANICAL 118 DAYROOM 127 HOUSING 6 BEDS 138 CELL 98 CELL 49 LAUNDRY 55 CORRIDOR 69 ROOM 68 FEMALE REC YARD 44 CELL 48 CORRIDOR 99 BOOKING 52 SALLYPORT 50 E3.1 2 FU T U R E R A D I O R A C K S E3.1 3 1 2 2 E6.3 3 2,0,0 2,0,0 2,1,0 2,1,0 2,0,0 2,0,0 2,0,0 2,0,0 0,0,0 0,0,0 0,1,00,1,0 2,0,0 2,0,0 2,0,09'-6" AFF 9'-6" AFF IDF, SECURITY AND ELECTRONICS 104 FU T U R E R A D I O R A C K S ID F R A C S 2 E6.3 © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 2 : 5 5 : 1 6 P M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS OVERALL FIRST FLOOR SYSTEMS PLAN E3.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 TR U E N SCALE:1/8" = 1'-0" OVERALL FIRST FLOOR SYSTEMS PLAN SCALE: 1/4" = 1'-0"E3.1 2 ENLARGED SECURITY ELEC. PLAN KEY NOTES 1 PROVIDE 3" CONDUIT FROM NEW IDF TO EXISTING SHERIFF'S IDF FOR FIBER INTERCONNECTION. 2 STUB (2) 4" CONDUITS OUT OF THE IDF ROOM FOR FUTURE CONNECTION TO ADDITIONAL LV SERVICE. 3 PROVIDE 4" SQUARE BOX IN CEILING WITH 1" CONDUIT DOWN TO AV BOX BELOW DESK FOR VIDEO CABLING TO CEILING MONITOR. SCALE: 1/4" = 1'-0"E3.1 3 ENLARGED IDF PLAN F 15 F 15 F 15 © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 2 : 5 5 : 2 0 P M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS OVERALL SECOND FLOOR SYSTEMS PLAN E3.2 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 TR U E N SCALE:1/8" = 1'-0" OVERALL SECOND FLOOR SYSTEMS PLAN 23 11 12 12 7 5 6 1 14 13 25 22 21 19 18 17 16 25 10 3 4 2 4 2 8 9 1 4 15 27 26 26 25 24 S S S K11 K12 K12 K10 K9 K7 K18 K19 D OS D OS S K1 © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 2 : 5 5 : 2 3 P M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS ENLARGED ELECTRICAL PLANS E4.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 SCALE:1/2" = 1'-0"E4.1 1 ENLARGED KITCHEN PLAN Kitchen Fixture Schedule ID DESCRIPTION EQUIPMENT INFORMATION RECEPTACLE / DISCONNECT MOUNTING HEIGHT CIRCUIT INFORMATION SPECIFIC NOTESVA FLA VOLTAGE PHASE PANEL CIRCUIT FEEDER K11 FREEZER, TWO SECTION REACH-IN 1152 VA 9.6 A 120 V 1 NEMA 5-15P 18"K1 7 2#12, #12G, 3/4"C K12 REFRIGERATOR, TWO SECTION REACH-IN 708 VA 5.9 A 120 V 1 NEMA 5-15P 18"K1 9 2#12, #12G, 3/4"C K12 REFRIGERATOR, TWO SECTION REACH-IN 708 VA 5.9 A 120 V 1 NEMA 5-15P 18"K1 9 2#12, #12G, 3/4"C K10 CABINET, HEATED, PORTABLE 1692 VA 14.1 A 120 V 1 NEMA 5-20P 18"K1 11 2#12, #12G, 3/4"C K9 COUNTER, HOT FOOD WELLS 1044 VA 8.7 A 120 V 1 NEMA 5-15P 18"K1 13 2#12, #12G, 3/4"C K7 RANGE, 4 HOT PLATES & CONV. OVEN W/VENTLESS HOOD 11500 VA 32.0 A 208 V 3 18"K1 1,3,5 3#8, #10G, 3/4"C K18 DISPOSER, 2HP 2375 VA 6.6 A 208 V 3 18"K1 15,17,19 3#12, #12G, 3/4"C K19 DISHMACHINE, HIGH TEMP, VENTLESS 19323 VA 53.7 A 208 V 3 18"K1 21,23,25 3#4, #10G, 1-1/4"C PANEL MA 208Y/120V 800AMP BUS 22K SCCR NEMA 3R ROCKY MTN PWR XFMR 208Y120 V SECONDARY 150 KVA M 12 5 / 3 12 5 -4W MCC #1 12 5 / 3 ? 80 0 / 3 M ELEV PANEL MA 208Y/120V 800AMP BUS 22K SCCR NEMA 3R 1 10 0 / 2 PANEL NEXT TO MAIN 10 0 -3W 2 20 0 / 2 3 20 0 / 2 PANEL TOP/MID WEST END 20 0 -3W 4 22 5 / 2 PANEL H1 22 5 -3W 5 20 0 / 2 PANEL TOP/MID EAST END 20 0 -3W 6 80 / 2 PANEL H2 80 -3W 7 22 5 / 2 PANEL HP1 22 5 -3W PANEL GEN 100A MLO E N ATS CH 800 AMP 3-POLE 22K SCCR PANEL SO 208Y/120V 600AMP BUS 22K SCCR NEMA 3R 1 10 0 / 3 2 60 / 3 3 10 0 / 3 PANEL 10 0 -4W 4 10 0 / 3 PANEL H1 10 0 -4W 5 20 0 / 3 PANEL DISPATCH 20 0 -4W 6 12 5 / 3 PANEL A CTRL RM 12 5 -4W 7 SP A C E 22 5 / 2 PANEL KITCHEN E N ATS EM 600 AMP 3-POLE 22K SCCR 8 75 / 3 75 -4W MAIN 600/3 PANEL 60 -4W PANEL GEN 208Y/120V 1200AMP BUS 22K SCCR NEMA 3R STANDBY GENERATOR 300kW/375kVA 208Y/120V, 3PH, 4W G 1200A E N ATS JSB 800 AMP 3-POLE 22K SCCR 3 80 0 / 3 2 60 0 / 3 1 40 0 / 3 PANEL JMSB 208Y/120V 800AMP BUS 22K SCCR NEMA 3R MA I N 80 0 / 3 1 E6.1 PANEL JMDP 208Y/120V 800AMP BUS 22K SCCR NEMA 1 1 20 / 2 2 60 / 3 3 10 0 / 3 PANEL P1 10,682 A 10 0 -4W 4 40 0 / 3 PANEL M1 11,699 A 40 0 -4W 5 10 0 / 3 PANEL P2 10,682 A 10 0 -4W 6 12 5 / 3 PANEL A1 IDF 5,530 A 12 5 -4W 7 60 / 3 PANEL K1 4,516 A 8 10 0 / 3 10 0 -4W PANEL L1 9,590 A 60 -4W INVERTER EML 2KVA 4,598 A 20 -3W 60 -4W PANEL S1 3,106A M 20 HP ELEV 9 10 0 / 3 20 0 -3W 100AF 80 0 -4W 80 0 -4W 80 0 -4W SECONDARY PRIMARY PROVIDE EMPTY C. AS DIRECTED BY THE UTILITY ROCKY MTN PWR METER 21-458-775 2021 PEAK DEMAND 81KW FEEDER SCHEDULE - ALUMINUM MARK (AMPS)MARK SUFFIX CONDUIT SIZE # SETS Ø & N GND -3W-4W -2W 125 1 150 1 175 1 200 1 225 1 250 1 4 4 4 4 2/0 3/0 2" 1-1/2"2" 2" 4/0 250 300 1 350 1 400 2 450 2 500 2 2300 1 1 350 500 750 250 1/0 1/0 300 350 600 700 800 1000 1200 1600 2000 2500 3000 4000 2/0 3/0 3/0 4/0 250 350 400 600 500 cu 2 2 500 750 3 400 3 600 4 500 5 600 6 600 7 750 8 11 750 ABBREVIATIONS: Ø PHASE N NEUTRAL GND EQUIPMENT GROUNDING CONDUCTOR -4W FOUR WIRE + GROUND (3Ø,N,GND) -3W THREE WIRE + GROUND (3Ø,GND or 2Ø,N,GND) -2W TWO WIRE + GROUND NOTES: 1. CONDUCTOR AMPACITIES ARE BASED ON NEC TABLE 310.15(B)(16). 2. CONDUIT SIZES ARE BASED ON A MAXIMUM FILL RATIO OF 40%. 3. SCHEDULE SHALL BE USED FOR FEEDERS AND BRANCH CIRCUITS WHERE APPLICABLE. 4. ALL FEEDERS AND BRANCH CIRCUITS SHALL INCLUDE AN EQUIPMENT GROUNDING CONDUCTOR. 5. SCHEDULE IS VALID FOR TYPE THHN, THWN-2, AND XHHW-2 CONDUCTORS. SEE SPECIFICATIONS FOR CONDUCTOR TYPES REQUIRED. 6. SCHEDULE IS VALID FOR TYPE EMT, IMC, FMC, LFMC, HDPE, AND RNC-40 RACEWAYS. SEE SPECIFICATIONS FOR RACEWAY APPLICATIONS. 7. OPTIONAL CONFIGURATIONS ( 1 OR 2 SETS) FOR SOME SIZES LISTED. 8. USE A COPPER GROUNDING CONDUCTOR FOR THE 4000 AMP FEEDER AS LISTED ABOVE. 9. NOT ALL SIZES USED. 2" 1-1/2" 2-1/2" 2" 1-1/2" 2-1/2"2"2-1/2" 2 2 3"2"2-1/2" 3"2"2-1/2" 3-1/2"2-1/2"3" 4"3"3-1/2" 2-1/2"2"2-1/2" 3"2"2-1/2" 3"2"2-1/2" 3-1/2"2-1/2"3" 4"3"3-1/2" 2-1/2"3"3" 3"3-1/2"3-1/2" 3-1/2"2-1/2"3" 4"3"3-1/2" 4"3"3-1/2" 4" 3-1/2"4" 600750 4" 3-1/2"4" 4" 3-1/2"4" 350 2 14/0 2-1/2"1-1/2"2" 110 1 41/0 1-1/2" 1-1/4"2" 20 15 25 30 35 40 45 50 60 70 80 90 100 ALUMINUM IS NOT PERMITTED FOR SIZES 100AMP AND UNDER - USE COPPER FEEDER SCHEDULE - COPPER MARK (AMPS)MARK SUFFIX CONDUIT SIZE # SETS Ø & N GND -3W-4W -2W 20 15 1 12 12 3/4" 3/4" 3/4" 1 12 12 3/4" 3/4" 3/4" 25 1 10 10 3/4" 3/4" 3/4" 30 1 10 3/4" 3/4" 3/4" 35 1 8 3/4" 3/4" 3/4" 40 1 8 3/4" 3/4" 45 1 6 1" 3/4" 3/4" 50 1 6 1" 3/4" 3/4" 10 10 10 10 3/4" 60 1 70 1 80 1 90 1 100 1 110 1 125 1 150 1 175 1 200 1 225 1 250 1 4 10 1-1/4" 1" 3/4" 4 8 10 1-1/4" 1" 8 8 8 3 2 1 1-1/4"1"1-1/4" 1-1/4"1"1-1/4" 1-1/2" 1-1/4"1-1/2" 61 1-1/2" 1-1/4"1-1/2" 6 6 6 6 1 1/0 1-1/2" 1-1/4"1-1/2" 1-1/2" 1-1/4"2" 2/0 1-1/2" 1-1/4"2" 3/0 2" 1-1/2"2" 300 1 350 1 400 1 450 2 500 2 44/0 2" 1-1/2"2-1/2" 4 4 3 3 250 350 2"2-1/2"3" 500 2-1/2"3"3-1/2" 600 3" 2-1/2"3-1/2" 2 2 4/0 2" 1-1/2"2-1/2" 250 2"2-1/2"2-1/2" 600 700 800 1000 1200 1600 2000 2500 3000 4000 1 1/0 1/0 2/0 3/0 4/0 250 350 400 500 2 2 350 500 2"2-1/2"3" 2-1/2"3"3-1/2" 2 600 3"3-1/2" 3 400 2-1/2"3"3" 3 600 3"3-1/2" 4 600 3"3-1/2" 5 600 3"3-1/2"4" 6 600 3"3-1/2"4" 8 500 3-1/2" 10 600 3"3-1/2"4" ABBREVIATIONS: Ø PHASE N NEUTRAL GND EQUIPMENT GROUNDING CONDUCTOR -4W FOUR WIRE + GROUND (3Ø,N,GND) -3W THREE WIRE + GROUND (3Ø,GND or 2Ø,N,GND) -2W TWO WIRE + GROUND NOTES: 1. CONDUCTOR AMPACITIES ARE BASED ON NEC TABLE 310.15(B)(16). 2. CONDUIT SIZES ARE BASED ON A MAXIMUM FILL RATIO OF 40%. 3. SCHEDULE SHALL BE USED FOR FEEDERS AND BRANCH CIRCUITS WHERE APPLICABLE. 4. ALL FEEDERS AND BRANCH CIRCUITS SHALL INCLUDE AN EQUIPMENT GROUNDING CONDUCTOR. 5. SCHEDULE IS VALID FOR TYPE THHN, THWN-2, AND XHHW-2 CONDUCTORS. SEE SPECIFICATIONS FOR CONDUCTOR TYPES REQUIRED. 6. SCHEDULE IS VALID FOR TYPE EMT, IMC, FMC, LFMC, HDPE, AND RNC-40 RACEWAYS. SEE SPECIFICATIONS FOR RACEWAY APPLICATIONS. 7. OPTIONAL CONFIGURATIONS (1 OR 2 SETS) ARE GIVEN FOR SOME SIZES. 8. NOT ALL SIZES USED. 3/4" 2" 1-1/2"2-1/2" 2-1/2" 3-1/2" 3-1/2" 2-1/2"3" 400 2 33/0 2" 1-1/2"2" 3-PHASE TRANSFORMER PRIMARY AND SECONDARY SCHEDULE - COPPER XFMR KVA GND C 15 30 10 45 8 75 6 112.5 6 150 4 225 3 30K-S 45K-S 75K-S 112K-S 3/4" 1" 1 61 1 1-1/2" 1-1/2" 300 2 150K-S2" 3" 2-1/2" ABBREVIATIONS: NOTES: 1. CONDUCTOR AMPACITIES ARE BASED ON NEC TABLE 310.15(B)(16). 2. CONDUIT SIZES ARE BASED ON A MAXIMUM FILL RATIO OF 40%. 3. SCHEDULE SHALL BE USED FOR TRANSFORMERS WITH THE FOLLOWING CONFIGURATION: 480 V DELTA PRIMARY AND 208Y/120 V SECONDARY 4. ALL FEEDERS TO TRANSFORMERS SHALL INCLUDE AN EQUIPMENT GROUNDING CONDUCTOR. 5. SCHEDULE IS VALID FOR TYPE THHN, THWN-2, AND XHHW-2 CONDUCTORS. SEE SPECIFICATIONS FOR CONDUCTOR TYPES REQUIRED. 6. SCHEDULE IS VALID FOR TYPE EMT, IMC, FMC, LFMC, HDPE, AND RNC-40 RACEWAYS. SEE SPECIFICATIONS FOR RACEWAY APPLICATIONS. 7. NOT ALL SIZES USED. 10 15K-S3/4" 6 81 1/0 6 1 4/0 2 1 1/0500 225K-S 300K-S 2 1/0250 2 2/0500 3 3/0400 # SETSMARK Ø Ø & N PRIMARY BJ C# SETSMARK SECONDARY 10115K-P 1" AMPSAMPS 25 50 50 100 70 150 150 225 175 350 250 500 350 700 500 1000 30K-P 45K-P 75K-P 112K-P 150K-P 225K-P 300K-P 1 6 1 4 1 1/0 1 2/0 1 250 1 500 2 250 1-1/2" 2" 2-1/2" 3-1/2" 3-1/2" 3" 2-1/2" Ø PHASE BJ BONDING JUMPER C CONDUIT SIZE N NEUTRAL GND EQUIPMENT GROUNDING CONDUCTOR -P PRIMARY - THREE WIRE + GROUND (3Ø,GND) -S SECONDARY - FOUR WIRE + BONDING JUMPER (3Ø, N, BJ) 3-PHASE TRANSFORMER PRIMARY AND SECONDARY SCHEDULE - ALUMINUM XFMR KVA GND C 15 30 45 75 4 112.5 4 150 2 225 1 30K-S 45K-S 75K-S 112K-S 1 2" 2" 300 1/0 150K-S2-1/2" 3-1/2" 2-1/2" ABBREVIATIONS: NOTES: 1. CONDUCTOR AMPACITIES ARE BASED ON NEC TABLE 310.15(B)(16). 2. CONDUIT SIZES ARE BASED ON A MAXIMUM FILL RATIO OF 40%. 3. SCHEDULE SHALL BE USED FOR TRANSFORMERS WITH THE FOLLOWING CONFIGURATION: 480 V DELTA PRIMARY AND 208Y/120 V SECONDARY 4. ALL FEEDERS TO TRANSFORMERS SHALL INCLUDE AN EQUIPMENT GROUNDING CONDUCTOR. 5. SCHEDULE IS VALID FOR TYPE THHN, THWN-2, AND XHHW-2 CONDUCTORS. SEE SPECIFICATIONS FOR CONDUCTOR TYPES REQUIRED. 6. SCHEDULE IS VALID FOR TYPE EMT, IMC, FMC, LFMC, HDPE, AND RNC-40 RACEWAYS. SEE SPECIFICATIONS FOR RACEWAY APPLICATIONS. 7. NOT ALL SIZES USED. 15K-S 3/0 4 1 300 1/0 1 3/0750 225K-S 300K-S 2 3/0350 2 4/0750 3 250600 # SETSMARK Ø Ø & N PRIMARY BJ C# SETSMARK SECONDARY 15K-P AMPSAMPS 150 150 225 175 350 250 500 350 700 500 1000 30K-P 45K-P 75K-P 112K-P 150K-P 225K-P 300K-P 1 3/0 1 4/0 1 350 1 750 2 350 2" 3" 4" 4" 4" 3" Ø PHASE BJ BONDING JUMPER C CONDUIT SIZE N NEUTRAL GND EQUIPMENT GROUNDING CONDUCTOR -P PRIMARY - THREE WIRE + GROUND (3Ø,GND) -S SECONDARY - FOUR WIRE + BONDING JUMPER (3Ø, N, BJ) ALUMINUM NOT PERMITTED - USE COPPER ALUMINUM NOT PERMITTED - USE COPPER ALUMINUM NOT PERMITTED - USE COPPER ALUMINUM NOT PERMITTED - USE COPPER ALUMINUM NOT PERMITTED - USE COPPER 800-4W SPARE COURTHOUSE SHERIFF OFFICE TO COURTHOUSE ATS TO SHERIFF'S OFFICE ATS COURTHOUSE OUTDOOR SECONDARY (2) SETS (4) 600KCMIL IN 4" C SPD DISPATCH SECONDARY TO PANEL GEN TO PANEL GEN 1 40 0 -4W 60 0 -4W 1" TO GENERATOR FOR CONTROLS KEY NOTES 2 1 40 0 -4W 600-4W 2 3 4 5 6 CT SECTION 7 7 12 0 0 -4W X AVAILABLE FAULT CURRENT = 19210A X X X 12,812A 12,573A 12,120A © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 2 : 5 5 : 2 3 P M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS ELECTRICAL DIAGRAMS E5.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 GENERAL SINGLE LINE NOTES 1 OVERCURRENT DEVICES OF ENTIRE DISTRIBUTION SYSTEM SHALL MEET STATED FAULT CURRENT VALUES WITH FULLY RATED EQUIPMENT. 2 CONDUCTOR LENGTHS INDICATED ON THE SINGLE LINE DIAGRAM ARE FOR FAULT CURRENT CALCULATIONS ONLY. ACTUAL LENGTH SHALL BE DETERMINED BY FIELD CONDITIONS AND ACTUAL ROUTES OF FEEDERS. 3 REFER TO SWITCHBOARD SCHEDULES AND DISTRIBUTION PANEL SCHEDULES FOR ADDITIONAL REQUIREMENTS. WHERE A DISCREPANCY EXISTS BETWEEN EQUIPMENT ON THE SINGLE LINE DIAGRAM AND THE DETAILED SCHEDULES, THE ITEM OR ARRANGEMENT WITH BETTER QUALITY, GREATER QUANTITY, OR HIGHER COST SHALL BE USED. 4 ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 5 REFER TO THE MOTOR AND SPECIAL CONNECTION SCHEDULE FOR ALL FEEDERS DESIGNATED "EQ". 6 GROUNDING ELECTRODE CONDUCTORS SIZES ARE NOT INDICATED ON THE SINGLE LINE DIAGRAM ARE. REFER TO THE GROUNDING RISER DIAGRAM FOR CONNECTIONS AND CONDUCTOR SIZES. SCALE:12" = 1'-0" One-Line Diagram 1 PROVIDE NEW FEEDER TO SHERIFF'S OFFICE ATS. EXTEND EXISTING CONDUITS AS REQUIRED TO NEW PANEL "GEN" 2 PROVIDE NEW FEEDER TO SHERIFF'S OFFICE ATS. EXTEND EXISTING CONDUITS AS REQUIRED TO NEW PANEL "GEN" 3 RE-COMISSION ATS FROM SINGLE PHASE TO THREE PHASE VIA ATS CONTROLLER. 4 CONTRACTOR TO VERIFY THREE PHASE FEED FROM PANEL "MA" AND PROVIDE NEW FEEDER IF DEFICIENT. 5 PROVIDE NEW SECONDARY CONDUITS AND FEEDERS FROM EXISTING PAD MOUNT TRANSFORMER. 6 PROVIDE SWITCHBOARD WITH EUSERC CT SECTION IN CASE JAIL IS TO BE FED FROM ANOTHER SERVICE IN THE FUTURE. BUS ACROSS CT SECTION IF/AS REQUIRED AND PROVIDE BLANK COVERS OVER METERING SECITON. 7 REROUTE AND/OR RECONNECT EXISTING GENERATOR CONTROL CONDUITS AND CONTROL CABLES TO NEW GENERATOR. TO GROUND BUSBAR IN MAIN DISTRIBUTION SWITCHBOARD OR PANELBOARD IN BUILDING METAL UNDERGROUND WATER PIPE METAL FRAME OF BUILDING OR STRUCTURE CONCRETE- ENCASED ELECTRODE GEC GEC #4 CU MEGB BUILDING / STRUCTURE GROUNDING NOTES: 1. PROVIDE A GROUNDING ELECTRODE SYSTEM FOR EACH BUILDING. REFER TO ARCHITECTURAL CODE PLAN FOR DEFINITION OF BUILDINGS. 2. BOND ALL GROUNDING ELECTRODES AS DEFINED IN NEC 250.52 THAT ARE PRESENT IN EACH BUILDING TO THE MAIN ELECTRICAL GROUNDING BUSBAR, MEGB, SERVING EACH BUILDING. COMMON ELECTRODES ARE INDICATED ON THIS RISER, OTHERS MAY BE PRESENT. PROVIDE ELECTRODES AS NOTED BELOW. 3. METAL UNDERGROUND WATER PIPE, REF NEC 250.52(A)(1). IF PRESENT IN BUILDING, BOND TO MEGB. SEE TABLE FOR GROUNDING ELECTRODE CONDUCTOR SIZE. PROVIDE BONDING JUMPER ACROSS WATER METER. 4. METAL FRAME OF BUILDING OR STRUCTURE. REF NEC 250.52(A)(2) OR REF NEC 250.104(C) IF METAL FRAME DOES NOT QUALIFY AS AN ELECTRODE. IF PRESENT IN BUILDING, BOND TO MEGB. SEE TABLE FOR GROUNDING ELECTRODE CONDUCTOR (OR BONDING CONDUCTOR) SIZE. 5. CONCRETE ENCASED ELECTRODE REF NEC 250.52(A)(3) PROVIDE 20-FT OF BARE #4 CU AT BOTTOM OF CONCRETE BLDG FOOTING. BOND TO MEGB. GROUNDING ELECTRODE CONDUCTOR SIZE SHALL BE #4 CU. 6. GROUND RING REF NEC 250.52(A)(4) PROVIDE #2 BARE CU 30-INCHES DEEP MIN. IN DIRECT CONTACT WITH THE EARTH AND ENCIRCLING THE BUILDING. BOND TO MEGB. GROUNDING ELECTRODE CONDUCTOR SIZE SHALL BE #2 CU. 7. GROUND ROD REF NEC 250.52(A)(5) PROVIDE GROUND ROD. BOND TO MEGB. GROUNDING ELECTRODE CONDUCTOR SIZE SHALL BE #6 CU. 8. METAL GAS PIPE REF NEC 250.104(B) IF PRESENT IN BUILDING, BOND TO MEGB. SIZE PER TABLE 250.122 GEC TO ELECTRICAL GROUNDING BUSBARS IN SATTELITE ELECTRICAL ROOMS GEC TO ELECTRICAL GROUNDING BUSBARS IN GENERATOR ROOMS IN THE SAME BUILDING BBC TO TELECOM PRIMARY BONDING BUSBAR (PBB) IF IN THE SAME BUILDING SIZE OF LARGEST UNGROUNDED SERVICE CONDUCTOR OR EQUIVALENT AREA FOR PARALLEL CONDUCTORS (AWG/KCMIL) #1 OR #1/0 #2/0 OR #3/0 #2 OR SMALLER #4 CU IN 3/4" C. #6 CU IN 3/4" C. #8 CU IN 3/4" C. GROUNDING ELECTRODE CONDUCTOR SIZING (NEC 250.66) OVER #3/0 THROUGH 350 #2 CU IN 3/4" C. OVER 350 THROUGH 600 #1/0 CU IN 3/4" C. OVER 600 THROUGH 1100 #2/0 CU IN 3/4" C. OVER 1100 #3/0 CU IN 1" C. GROUNDING ELECTRODE SIZE (GEC) METAL GAS PIPE (LOAD SIDE OF METER)NOTE 8 GEC #4/0 OR 250 #1/0 OR SMALLER OVER 250 THROUGH 500 OVER 500 THROUGH 900 OVER 900 THROUGH 1750 OVER 1750 COPPER ALUMINUM #2/0 OR #3/0 TWO-HOLE CONNECTORS SHALL BE USED FOR ALL CONNECTIONS TO GROUNDING BUSBARS. CONNECTOR SHALL CONNECT TO CABLE WITH AN IRREVERSIBLE CRIMP. CONNECTOR SHALL CONNECT TO BUSBAR WITH TWO BOLTS. MEGB RM 122 TBB PBB RM 140 TBB SBB RM 104 TO EACH TELECOMMUNICATIONS RACK IN ROOMMETAL FRAME OF BUILDING OR STRUCTURE (IF AVAILABLE) #6 CU PBB OR SBB TELECOM ROOM GROUNDING NOTES: 1. PROVIDE A TELECOMMUNICATIONS GROUNDING BUSBAR (MTGB OR TGB) IN EACH TELECOMMUNICATIONS ROOM. 2. SEE OVERALL BUILDING GROUNDING RISER FOR TELECOMMUNICATIONS BONDING BACKBONE INFORMATION. #6 CU TO CABLE TRAY AND/OR RUNWAY WITHIN ROOM #6 CU BBC TO GROUND BUS OF PANELBOARD WITHIN ROOM (IF PRESENT) #6 CU SEE BUILDING GROUNDING RISER FOR GROUNDING ELECTRODE CONDUCTORS REQUIRED MAX TMGBB TO TGBB LENGTH (FT) 21 26.5 13 #3 #4 #6 TELECOMMUNICATION BONDING BACKBONE SIZING (EIA 607C) 33 #2 42 #1 53 #1/0 66.5 #2/0 TBB SIZE 84 #3/0 106 #4/0 125 250 KCMIL 150 300 KCMIL 175 350 KCMIL 250 500 KCMIL 300 600 KCMIL 375 750 KCMIL XFMR T1A1 480V DELTA - 208Y/120V FED FROM SES SWITCHBOARD SES-A 277/480V, 3Ø, 4W PANEL L1A1 120/208V, 3Ø, 4W FED FROM T1A1 208V, 3Ø, 4W FED FROM XFMR T1A1 FEEDS PANEL L1A1 208/120 VOLT COLORS: PHASE A: BLACK PHASE B: RED PHASE C: BLUE NEUTRAL: WHITE GROUND: GREEN 480/277 VOLT COLORS: PHASE A: BROWN PHASE B: ORANGE PHASE C: YELLOW NEUTRAL: GRAY GROUND: GREEN EQUIPMENT LABELING DETAIL GENERAL NOTES: A. B. C. D. E. F. G. H. I. TRANFORMER LABEL EXAMPLE: CONTENT AND CONFIGURATION REQUIRED SWITCHBOARD LABEL EXAMPLE: CONTENT AND CONFIGURATION REQUIRED DISTRIBUTION PANELBOARD, PANELBOARD LABEL EXAMPLE: CONTENT AND CONFIGURATION REQUIRED SAFETY SWITCH OR CIRCUIT BREAKER ENCLOSURE EXAMPLE: CONTENT AND CONFIGURATION REQUIRED ROOFTOP UNIT RTU-1 PANEL L1A1 SWITCHBOARD AND DISTRIBUTION PANEL EXAMPLE: CONTENT AND CONFIGURATION REQUIRED SUB-FEED BREAKERS LOCATED IN BRANCH PANELS EXAMPLE: CONTENT AND CONFIGURATION REQUIRED LABEL SHALL BE BLACK OR WHITE LAMINATED ACRYLIC OR MELAMINE WITH ENGRAVED LETTERING AND SELF-ADHESIVE BACK. LETTERING SHALL BE WHITE ON BLACK OR BLACK ON WHITE BACKGROUND AND 3/8- INCH HIGH MINIMUM. PROVIDE THE FOLLOWING INFORMATION ON SWITCHBOARD LABELS: SWITCHBOARD TAG SYSTEM VOLTAGE, PHASE, WIRE SHORT CIRCUIT RATING, DATE CONDUCTOR COLORS PROVIDE THE FOLLOWING INFORMATION ON DISTRIBUTION PANELBOARD AND PANELBOARD LABELS: DISTRIBUTION PANELBOARD OR PANELBOARD TAG SYSTEM VOLTAGE, PHASE, WIRE FED FROM SHORT CIRCUIT RATING, DATE CONDUCTOR COLORS PROVIDE THE FOLLOWING INFORMATION ON TRANSFORMER LABELS: TRANSFORMER TAG SYSTEM PRIMARY AND SECONDARY VOLTAGE, WYE, DELTA, OR SINGLE PHASE FED FROM PROVIDE THE FOLLOWING INFORMATION ON SAFETY SWITCH OR CIRCUIT BREAKER ENCLOSURE LABELS: SYSTEM VOLTAGE, PHASE, WIRE FED FROM FEEDS (LOAD BEING SERVED) PROVIDE THE FOLLOWING INFORMATION AT INDIVIDUAL SWITCHBOARD AND DISTRIBUTION PANELBOARD BRANCH SWITCHES: BRANCH SWITCH TAG (LOAD BEING SERVED) PROVIDE THE FOLLOWING INFORMATION AT INDIVIDUAL SUB-FEED BREAKERS LOCATED IN BRANCH PANELS: BRANCH SWITCH TAG (LOAD BEING SERVED) CONDUCTOR COLORS SHALL ALSO FOLLOW REQUIREMENTS LISTED IN SPECIFICATIONS SECTION 260553. COUNTERTOP AND BACKSPLASH COUNTERTOP WITHOUT BACKSPLASH SEE ARCHITECTURAL CASEWORK DETAILS 8" 4" DISCONNECT SWITCH OR VFD WHERE DISCONNECTS, HOA'S, VFD'S, AND STARTERS CANNOT BE MOUNTED ON WALLS BECAUSE OF CLEARANCE OR N.E.C. REQUIREMENTS, PROVIDE UNI-STRUT FRAMING TO MOUNT EQUIPMENT, AS SHOWN BELOW. COORDINATE LOCATIONS WITH MECHANICAL. MOTOR U-CHANNELS FOR MOUNTING DISCONNECT/VFD. LIQUIDTIGHT FLEXIBLE METAL CONDUIT RIGID STEEL CONDUIT SEE POWER PLAN FOR DEVICE TYPE ALIGN DEVICE BETWEEN RACKS REAR OF CABLE RUNWAY ELECTRICALLY ISOLATE JUNCTION BOX FROM CABLE RUNWAY CABLE RUNWAY INSULATING BUSHINGS. B-LINE SB-1153 OR EQUAL WP GFCI RECEPTABLE MOUNTED DIRECTLY ABOVE PITCH POCKET BUILT-UP OR METAL ROOF PURLIN JUNCTION BOX JOIST CIRCUIT CONDUITS TO AND FROM JUNCTION BOX JOIST INTERMEDIATE METAL CONDUIT PITCH POCKET FOR BUILT- UP ROOF OR METAL ROOF STRAP CONDUIT TO PURLIN OR PROVIDE UNISTRUT BETWEEN JOISTS AND STRAP CONDUIT TO UNISTRUT, PROVIDE CONDUIT SUPPORT WITHIN 6" OF ROOF PROVIDE SUPPORTS WITHIN 6" OF RECEPTACLE TO PREVENT SWAYING OF CONDUIT AND TO COMPLY WITH THE NEC 7" . E-STOP CONTROL CIRCUIT 120 VAC BOILER B-1 PNL-CKTH N EMERGENCY BOILER SHUTOFF DETAIL GENERAL NOTES: A. B. C. UNDER NORMAL OPERATING CONDITIONS THE 120-VOLT POWER TO THE BOILERS IS PROVIDED THROUGH THE NORMALLY CLOSED CONTACTS IN THE BOILER CONTROL RELAY. UPON ACTIVATION OF THE EMERGENCY SHUTOFF SWITCH, 120-VOLT CONTROL POWER SHALL BE APPLIED TO THE BOILER CONTROL RELAY, OPENING CONTACTS AND DE-ENERGIZING 120-VOLT POWER TO THE BOILERS AND SHUTTING THEM DOWN. UPON CLEARING THE EMERGENCY CONDITION, THE PUSHBUTTON IS IS PULLED OUT TO THE NORMAL OPERATING POSITION, REMOVING 120-VOLT POWER TO THE CONTROL RELAY AND RETURNING CONTACTS TO THEIR NORMALLY CLOSED POSITION, ENERGIZING BOILERS. C BOILER CONTROL RELAY ELECTRICALLY OPERATED, ELECTRICALLY HELD CONTACTOR MOUNTED IN NEMA 1 ENCLOSURE. 120-VOLT, 2-WIRE CONTROL COIL. 20-AMP, 120-VOLT RATED CONTACTS. PROVIDE ENGRAVED LABEL THAT READS "BOILER CONTROL RELAY". MINIMUM 4-POLE CONTACTOR. EMERGENCY SHUTOFF SWITCH, MUSHROOM TYPE, MAINTAINED N.O. CONTACT BLOCK (DEVICE QUANTITY PER PLAN). PROVIDE ENGRAVED LABEL THAT READS "EMERGENCY BOILER SHUT-DOWN". PNL-CKT PNL-CKT SPARE SPARE BOILER B-12 R1 R1 FSD FSD FSD P D P D P D 20 FACP FA-1 N 120 VAC SEE PANEL SCHEDULE(S) FIRE/SMOKE DAMPER (TYP.) SEE DRAWINGS FOR QUANTITY PROVIDE 120VAC POWER AND FIRE ALARM CONTROL PANEL RELAY AND CONNECTIONS FOR ALL FIRE/SMOKE DAMPERS. NOTES: 1. 1. SEQUENCE OF OPERATION: SMOKE MODE: UPON FIRE ALARM SYSTEM ALARM, A N.C. DRY CONTACT FA-1 AT FIRE ALARM CONTROL PANEL IS OPENED, RELAY R1 IS DE-ENERGIZED, N.O. R1 CONTACT IS OPEN AND FIRE/SMOKE DAMPERS CLOSE. NORMAL MODE: FIRE ALARM SYSTEM IS RESET, FA-1 IS CLOSED, RELAY R1 IS ENERGIZED, AND FIRE/SMOKE DAMPERS ARE OPENED. 3. 4. POWER FAILURE: FIRE/SMOKE DAMPERS CLOSE. RESTORATION OF POWER PERMITS FIRE/SMOKE DAMPERS TO OPEN. LOCAL FIRE MODE: FIRE/SMOKE DAMPERS CLOSE VIA FUSEABLE LINK. MANUAL RESET. 5. 2.LOCAL SMOKE MODE: A DUCT DMOKE DETECTOR PROVIDED BY THE DIV. 23 MOUNTED WITHIN 5' OF THE SMOKE DAMPER OR INTEGRAL TO THE SMOKE DAMPER AUTOMATICALLY CLOSES THE DAMPER. (OPTIONAL FEATURE: SPECIFY ADDRESSABLE INTERFACE DEVICE TO CONNECT NON-SYSTEM SMOKE DETECTOR TO FIRE ALARM SYSTEM FOR MONITORING AND REPORTING PURPOSES ONLY.) NON-SYSTEM DUCT SMOKE DETECTOR (TYP.) PROVIDED BY DIV. 23 © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 2 : 5 5 : 2 6 P M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS ELECTRICAL DETAILS E6.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 SCALE:12" = 1'-0"E6.1 BUILDING OR STRUCTURE GROUNDING1 SCALE:3" = 1'-0"E6.1 GROUNDING BUSBAR CONNECTIONS3 NO SCALEE6.1 4 OVERALL GROUNDING RISER SCALE:12" = 1'-0"E6.1 TELECOMMUNICATIONS ROOM GROUNDING2 NO SCALEE6.1 5 EQUIPMENT LABELING SCALE:12" = 1'-0"E6.1 6 ABOVE COUNTER RECEPTACLES SCALE:1/4" = 1'-0"E6.1 7 DISCONNECT MOUNTING DETAIL NO SCALEE6.1 8 CABLE RUNWAY RECEPTACLES SCALE:12" = 1'-0"E6.1 9 ROOF RECEPTABLE MOUNTING DETAIL SCALE:12" = 1'-0"E6.1 10 EMERGENCY BOILER SHUTOFF SCALE:3/16" = 1'-0"E6.1 11 FIRE/SMOKE DAMPERS HOOKUP P ELEVATOR SHAFT ELEVATOR CAR PIT M ELEVATOR CONTROL AND POWER UNIT ELEVATOR CONTROL & POWER UNIT P MAIN LEVEL LOBBYBCP S P UPPER LEVEL LOBBY S S SEE PLANS FOR DEVICE LOCATIONS (NO DEDICATED ELEVATOR MACHINE ROOM) 480V, 3-PHASE FEEDER 120V, 1-PHASE CAB CIRCUIT FIRE ALARM SYSTEM CONNECTION CAR PHONE CONNECTION P 4 15 7 2 4 10 17 8 9 4 2 10 3 7 11 12 2020 21 8 15 7 13 14 16 5 9 ELEVATOR DETAIL KEYED NOTES: 1. HOISTWAY SMOKE DETECTOR: ACTIVATION OF SMOKE DETECTOR SHALL SEND A RECALL SIGNAL TO THE POWER MODULE SWITCH. PROVIDE AUXILIARY CONTACTS AS REQUIRED. PROVIDE ADDITIONAL CONTACTS TO ACTIVATE SMOKE RELIEF EQUIPMENT (WHEN PRESENT). 2. LOBBY SMOKE DETECTOR: LOCATE AT A MAXIMUM OF 60" FROM ELEVATOR OPENING. ACTIVATION OF SMOKE DETECTOR SHALL SEND A RECALL SIGNAL TO THE POWER MODULE SWITCH. PROVIDE AUXILIARY CONTACTS AS REQUIRED. 3. EQUIPMENT ROOM SMOKE DETECTOR (IF REQUIRED): ACTIVATION OF SMOKE DETECTOR SHALL SEND A RECALL SIGNAL TO THE POWER MODULE SWITCH. PROVIDE AUXILIARY CONTACTS AS REQUIRED. 4. CONNECTION TO FIRE ALARM SYSTEM: ACTIVATION OF SMOKE DETECTORS IN LOBBY, HOISTWAY OR EQUIPMENT ROOM SHALL INITIATE AN ALARM CONDITION. ACTIVATION OF SMOKE DETECTORS IN HOISTWAY OR MACHINE ROOM SHALL ACTIVATE A SEPARATE AND DISTINCT VISIBLE ANNUNCIATION (AT CONTROL PANEL AND ANNUNCIATORS) TO ALERT FIREFIGHTERS THAT ELEVATORS ARE NO LONGER SAFE TO USE. 5. HOISTWAY HEAT DETECTOR (135 DEG FIXED TEMPERATURE): LOCATE A MINIMUM OF 24" FROM EACH SPRINKLER HEAD IN HOISTWAY. HEAT DETECTOR SHALL BE REQUIRED IN PIT IF HEAD EXISTS AND IS MORE THAN 24" ABOVE PIT FLOOR. DETECTOR SHALL HAVE A LOWER TEMPERATURE RATING AND HIGHER SENSITIVITY RATING THAN ADJACENT SPRINKLER HEAD. ACTIVATION OF HEAT DETECTOR SHALL SEND A SHUNT TRIP SIGNAL TO THE POWER MODULE SWITCH (SIGNAL SHALL BE DELAYED TO ALLOW RECALL). PROVIDE AUXILIARY CONTACTS AS REQUIRED. 6. EQUIPMENT ROOM HEAT DETECTOR (135 DEG FIXED TEMPERATURE, IF REQUIRED): LOCATED A MINIMUM OF 24" FROM SPRINKLER HEAD. ACTIVATION OF HEAT DETECTOR SHALL SEND A SHUNT TRIP SIGNAL TO THE POWER MODULE SWITCH (SIGNAL SHALL BE DELAYED TO ALLOW RECALL). PROVIDE AUXILIARY CONTACTS AS REQUIRED. 7. CONNECTION TO FIRE ALARM SYSTEM: ACTIVATION OF HEAT DETECTORS IN HOISTWAY OR MACHINE ROOM SHALL INITIATE A SUPERVISORY SIGNAL (DEVICES MUST BE CONNECTED TO FIRE ALARM SYSTEM). PROVIDE HEAT DETECTORS PER NFPA 72 .4.2. 8. PROVIDE 20A TOGGLE SWITCH FOR CONTROL OF ELEVATOR HOISTWAY LIGHTING. 9. ELEVATOR CONTROL AND POWER UNIT PROVIDED BY DIVISION 14. PROVIDE ALL FEEDER AND CONTROL CONNECTIONS. COORDINATE LOCATION OF CONTROL UNIT (PIT OR SHAFT), WITH ELEVATOR SUBMITTAL. 10. POWER MODULE SWITCH: BUSSMAN QUIC-SPEC OR EQUAL. REFER TO SPECIFICATIONS FOR REQUIREMENTS. IN TOP OF ELEVATOR SHAFT, PROVIDE EQUAL-SIZED NON-FUSED DISCONNECT WITH AUXILIARY CONTACTS IF MANUFACTURER REQUIRES IT. 11. CAR POWER SUPPLY: PROVIDE AN EXTERNALLY OPERABLE, ENCLOSED 1P/20A CIRCUIT BREAKER CAPABLE OF BEING LOCKED IN THE OPEN POSITION. PROVIDE AN ENGRAVED LABEL ON ENCLOSURE INDICATING PANEL AND CIRCUIT SERVING CAB. SEE POWER PLANS FOR CIRCUIT DESIGNATIONS. 12. DEDICATED PHONE LINE - CAR PHONE: PROVIDE DEDICATED UTP CABLE FROM ELEVATOR CONTROLLER NETWORK PATCH PANEL. COORDINATE WITH OWNER TO PROVIDE IP-TO-ANALOG CONVERSION. IF FACILITY UTILIZES AND MAINTAINS ANALOG PHONES IN LIEU OF VoIP, EXTEND TO LINE TO DEMARCATION AND COORDINATE SERVICE ACTIVATION WITH LOCAL UTILITY. 13. PIT RECEPTACLE: INSTALL GFCI DEVICE APPROXIMATELY 52-INCHES ABOVE PIT FLOOR. COORDINATE EXACT LOCATION WITH DIVISION 14 PRIOR TO ROUGH IN. CIRCUIT DOWNSTREAM OF PIT LIGHT. 14. SIMPLEX SUMP PUMP RECEPTACLE (NON-GFI): LOCATE DEVICE 52" ABOVE PIT FLOOR TO SERVE THE SUMP PUMP. COORDINATE EXACT LOCATION WITH DIVISION 14 PRIOR TO ROUGH IN. 15. PIT LIGHTS AND SWITCH: LOCATE SUCH THAT TOE GUARD, CAR AND CAR SUPPORTS WILL NOT INTERFERE WITH SWITCH OR FIXTURE LOCATION AND DRIVER REPLACEMENT. COORDINATE EXACT LOCATION WITH OTHER TRADES PRIOR TO ROUGH IN. CIRCUIT UPSTREAM OF PIT RECEPTACLE. LIGHT FIXTURE SHALL BE IP65 OR IP66 LISTED. 16. SUMP PUMP PROVIDED BY DIVISION 22. 17. ELEVATOR HOISTWAY LIGHT AND SWITCH (IF REQUIRED): CIRCUIT UPSTREAM OF RECEPTACLE. 18. EQUIPMENT ROOM RECEPTACLE: INSTALL GFCI DEVICE 18-INCHES A.F.F. 19. RECEPTACLE FOR OIL MINDER SYSTEM CONTROL PANEL (WHERE APPLICABLE). CONNECT RECEPTACLE TO SUMP PUMP CIRCUIT. COORDINATE CONNECTION REQUIREMENTS OF CONTROL PANEL WITH MANUFACTURER (HARD WIRE WHERE REQUIRED). 20. CONTROL CABLE (PROVIDED WITH SUMP PUMP) TO BE RUN FROM CONTROL PANEL TO SUMP PUMP. ROUTE CABLE THROUGH SLEEVE IN PIT WALL. 21. PROVIDE CONDUIT SLEEVE (COORDINATE WITH MANUFACTURER FOR SIZE AND ROUTING) FOR ALL CONTROL CABLING. INSTALL INTUMESCENT CAULKING AS REQUIRED TO MAINTAIN FIRE RATING OF WALL AFTER INSTALLATION OF CABLE. ELEVATOR DETAIL GENERAL NOTES: A. ARRANGE FOR PREINSTALL MEETING WITH ELEVATOR INSPECTOR TO DETERMINE WHICH COMPONENTS SHOWN IN THIS DETAIL WILL BE REQUIRED AT ELEVATOR(S). B. COORDINATE ALL REQUIREMENTS (WALL MOUNTING SPACE, LOCATIONS, CONTROL CONNECTIONS, POWER REQUIREMENTS) WITH EQUIPMENT SUPPLIER AND OTHER TRADES. C. NO CIRCUITS, PIPING OR SYSTEMS SHALL PASS THROUGH OR COME INTO THE ELEVATOR SHAFT, UNLESS SOLELY SERVING THESE AREAS. D. INSTALLATION SHALL COMPLY WITH APPLICABLE ELEVATOR AND BUILDING CODES. BASIS OF DESIGN: MACHINE ROOMLESS ELEVATOR. CONTROLLER MAY BE IN TOP OF SHAFT OR AT PIT FLOOR. IF AT PIT FLOOR, TOP-OF-SHAFT LIGHT AND RECEPTACLE INDICATED HERE AND IN PLANS WILL NOT BE REQUIRED. TOP-OF-SHAFT CONTROLLER ONLY: CONNECTIONS TO DEVICES BELOW S T T S PROVIDE ENGRAVED LABELS ON SWITCHES GFIM SERVICING RECEPTACLE ON EMERGENCY POWER SM GNE BATTERY CHARGER WP 3/4C. TO BLDG. ROUTED IN 1" SCHEDULE 40 P.V.C. CONDUIT 36" BELOW FINISH GRADE IN COMMON TRENCH WITH POWER FEEDER. T D TO EXISTING CIRCUITS IN SHERIFF'S BUILDING. NU WP 24VDC ENGINE STOP ENGINE COOLING WATER JACKET HEATER, WITH INTEGRAL THEROSTAT. REINFORCED CONCRETE PAD WP 2M ROUTED IN 1" SCHEDULE 40 P.V.C. CONDUIT 36" BELOW FINISH GRADE IN COMMON TRENCH WITH POWER FEEDER. WEATHERPROOF ENCLOSURE 24VDC REMOTE ALARM ANNUN. CIRCUITS GEC TO REMOTE ANNUNCIATOR. USE EXISTING CONDUIT TO SHERIFF'S OFFICE GENERATOR GND ∅C ∅B ∅A N G N DT U E N TO BLDG. MAIN CIRCUIT BREAKER(S) 3/4"X10' GROUND RODS, TYPICAL OF 4 OUTPUT POWER TO AUTOMATIC TRANSFER SWITCH. #2 BARE SOFT DRAWN STRANDED COPER LOOP GROUND, 36" BEYOND PERIMETER OF GENERATOR PAD AND 30" BELOW FINISH GRADE. FRAME GROUND TO BLDG. 24VDC ENGINE START ENGINE GENERATOR CONTROL PANEL BATTERY WARMING BLANKET WITH INTEGRAL THERMOSTAT, OVER CURRENT PROTECTION ENGINE CRANKING BATTERIES 24 VOLT DC NOMINAL SEALED MAINTENANCE FREE ENGINE CRANKING MOTOR SOLENOID (3) TO AUTOMATIC TRANSFER SWITCHES ENGINE CRANKING MOTOR S WP M GNE T DNU © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 2 : 5 5 : 2 8 P M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS ELECTRICAL DETAILS E6.2 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 NO SCALEE6.2 1 ELEVATOR ELECTRICAL REQUIREMENTS MACHINE ROOMLESS DETAIL EDITING NOTES EDITING NOTES IN BLUE ARE ON A DEDICATED FONT TYPE CALLED "DETAIL EDITING NOTES". THEY SHOULD NOT BE VISIBLE IN FINAL PRINT. DO ONE OF THE FOLLOWING: 1. DELETE EDITING NOTES WHEN DETAIL HAS BEEN EDITED PER THE PROJECT. 2. CHANGE THE COLOR TO "OFF WHITE" SO THAT THE TEXT DOES NOT APPEAR DURING PRINT TIME. TO DO THIS, SELECT "WHITE" AS THE COLOR, THEN CHANGE ONF OF THE RGB VALUES TO 254. IF "WHITE" IS SELECTED AS THE COLOR (RGB VALUES ALL 255), THEN THE FONT WILL PRINT IN BLACK. NO SCALEE6.2 2 EXTERIOR MOUNTED ENGINE GENERATOR (NON - SEPARATELY DERIVED SYSTEM) EXISTING RACK MOUNTED FIBER OPTIC PATCH PANEL IN SHERIFFS OFFICE RACK MOUNTED FIBER OPTIC PATCH PANEL IDF ROOM 140 (12) STRANDS MULTI-MODE FIBER OPTIC CABLE INSTALLED IN CONDUIT TV TV 4- W A Y SP L I T T E R EX I S T I N G SP L I T T E R GENERAL CATV SYSTEM NOTES: 1.REFER TO SPECIFICATION SECTION 274133 FOR COMPLETE CATV SYSTEM DESCRIPTION. 2.CATV DISTRIBUTION SYSTEM SHALL BE A HOMERUN TYPE DESIGN, WHERE ALL CABLES FROM THE OUTLETS ARE RUN BACK TO HEADEND EQUIPMENT ROOM. TRUNK AND TAP DESIGN IS NOT ALLOWED. 3.CABLES BETWEEN AMPLIFIER, SPLITTERS AND SERVICE PROVIDER EQUIPMENT SHALL BE RG11 COAX, CABLE FROM SPLITERS TO THE OUTLETS SHALL BE RG6 COAX. DAYROOM 133 BROADBAND AMPLIFIER IDF ROOM D101SHERIFF'S OFFICE IDF TO CATV SERVICE PROVIDER EQUIPMENT DAYROOM 127 CONDUITS TO NEAREST CABLE TRAY AS REQUIRED FOR COAX VIDEO AND ETHERNET DATA CABLES DISPLAY MOUNT (OWNER FURNISHED) LCD TV (OWNER FURNISHED) NOTES: 1.THIS DETAIL APPLIES TO ALL LCD TVs LOCATED IN THE DAYROOMS. 2.PROVIDE (2) ETHERNET DATA PORTS, (1) COAX CATV AND (1) FOURPLEX POWER OUTLET LOCATED BEHIND THE LCD SCREEN. COAX CATV OUTLET ETHERNET DATA OUTLET FOURPLEX POWER OUTLET LEVEL 01 100' - 0" LEVEL 1 100' - 0" COURTHOUSE LEVEL -01 108' - 0" LEVEL 1 100'-0" COURTHOUSE LEVEL -01 108'-0" FUTURE RADIO RACK FUTURE RADIO RACK FUTURE RADIO RACK FUTURE RADIO RACK FUTURE RADIO RACK VE R T I C A L W I R E M A N A G E M E N T VE R T I C A L W I R E M A N A G E M E N T VE R T I C A L W I R E M A N A G E M E N T VE R T I C A L W I R E M A N A G E M E N T VE R T I C A L W I R E M A N A G E M E N T VE R T I C A L W I R E M A N A G E M E N T VE R T I C A L W I R E M A N A G E M E N T FIBER OPTIC PATCH PANEL CAT6 PATCH PANEL HORIZ. WIRE MNGT SWITCH CAT6 PATCH PANEL VOIP HORIZ. WIRE MNGT SWITCH VOIP UPS (OFOI)UPS (OFOI) SPACE SPACE © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 2 : 5 5 : 3 1 P M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS ELECTRICAL DETAILS E6.3 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 SCALE:12" = 1'-0"E6.3 1 FIBER AND COPER BACKBONE ONE-LINE DIAGRAM SCALE:12" = 1'-0"E6.3 3 CATV DISTRIBUTION ONE-LINE DIAGRAM SCALE:12" = 1'-0"E6.3 4 TYPICAL TV MOUNTING AND CONNECTION DETAIL SCALE:1" = 1'-0"E6.3 2 IDF RACK ELEVATIONS © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 2 : 5 5 : 3 6 P M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS ELECTRICAL SCHEDULES E7.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 CORRIDOR 117 EML 1 23 -230 EMERGENCY HOUSING 131 EML 1 22 -24 NIGHT LIGHT HOUSING 130 EML 1 21 -29 NIGHT LIGHT HOUSING 128 EML 1 20 -29 NIGHT LIGHT DAYROOM 127 EML 1 19 -92 EMERGENCY DAYROOM 125 EML 1 18 -92 EMERGENCY HOUSING 123 EML 1 17 -29 NIGHT LIGHT HOUSING 121 EML 1 16 -29 NIGHT LIGHT HOUSING 120 EML 1 15 -24 NIGHT LIGHT EMERGENCY SALLYPORT 125 L1 5 13 -60 SALLYPORT 101 L1 9 12 -252 CORRIDOR 117 L1 5 11 -368 HOUSING 131 L1 1 10 -178 HOUSING 130 L1 1 9 -208 HOUSING 128 L1 1 8 -208 DAYROOM 127 L1 1 7 -244 OUTDOOR RECREATION 126 L1 1 6 -88 OUTDOOR RECREATION 124 L1 3 5 -88 DAYROOM 125 L1 3 4 -244 HOUSING 123 L1 3 3 -208 HOUSING 121 L1 3 2 -208 HOUSING 120 L1 3 1 -178 DESCRIPTION ELECTRICAL PANEL CIRCUIT NUMBER RELAY NUMBER LOCAL CONTROL APPARENT LOAD EMERGENCY COMMENT FED FROM CKT LIGHTING CONTROL PANEL LCP-1 PROGRAMS YES NO YES NO YES VACANCY NO NA MECHANICAL/ELECTRICAL/JANITOR YES NO YES NO NO VACANCY NO NA CHASE YES NO YES NO NO NA NO NA STAIRS YES YES YES NO NO OCCUPANCY NO NA STAFF RESTROOM YES NO YES NO NO OCCUPANCY NO NA DAYROOM YES YES YES YES YES NA YES 35 HOUSING YES NO YES YES YES NA NO NA CORRIDOR YES YES YES YES NO NA NO NA HOLDING YES NO YES YES NO NA NO NA BOOKING YES YES YES NO YES OCCUPANCY YES 30 MEDICAL EXAM YES NO YES NO YES VACANCY NO NA IDF YES NO YES NO NO VACANCY NO NA KITCHEN YES NO YES NO NO OCCUPANCY NO NA SALLYPORT YES NO YES YES NO NA NO NA NORMAL POWER LIFE SAFETY MASTER OVERRIDE CONTROL EXTERNAL CONTROL DIMMING OCCUPANCY SENSING TYPE DAYLIGHT RESPONSIVE CONTROLS DAYLIGHT ZONE ILLUMINANCE (@36" AFF) SPACE DESCRIPTION CIRCUITING LOCAL CONTROLS AUTOMATIC CONTROLS LIGHTING CONTROLS NARRATIVE NOTES: 1. 2. 3. 4. 5. LIGHTING FIXTURE SCHEDULE TYPE CONSTRUCTION LIGHT SOURCE ELECTRICAL PRODUCT NOTEDESCRIPTIONMOUNTINGLAMPLUMENS DOWN CCT PROJECTED LIFE VOLT WATTS MFR MODEL A 2X2 RECESSED GRID STARTILE LED RECESSED LED 3500K 4845 LUMENS 3900 lm 3500 K 120 V 40 W NEWSTAR AGG22-OP-UN-35 B 2X2 RECESSED GRID HIGH SECURITY RECESSED LED 3500K 4845 LUMENS 4027 lm 3500 K 80,000 HOURS 120 V 46 W KENALL RMCD-2-TG-1/1-45L35K-DCC-DV-2/9-2 C 1X2 SURFACE MOUNT HIGH SECURITY SURFACE LED3500K 2608 lm 3500 K 80,000 HOURS 120 V 28 W KENALL SSA-2-1/1-25L35K-DCC-DV-2/9-2 C-NL 1X2 SURFACE MOUNT HIGH SECURITY W/ NIGHT LIGHT SURFACE LED3500K 2608 lm 3500 K 80,000 HOURS 120 V 28 W KENALL SSA-2-1/1-25L35K-DCC-DV-2/9-2-DLN NIGHT LIGHT TO BE CIRCUITED TO EMG POWER AS SHOWN IN LCP-1 D 2' CORNER MOUNT HIGH SECURITY SURFACE LED 3500K 2267 lm 3500 K 80,000 HOURS 120 V 28 W KENALL CC-2-1/1-25L35K-DCC-DV-2/9-2 E 15" SQUARE WALL SCONCE OUTDOOR EXTERIOR WALL LED 4000K 1970 lm 4000 K 80,000 HOURS 120 V 25 W KENALL FS1212T-2TB-PIA-CS-25L40K-DV F 1X1 SURFACE MOUNT HIGH SECURITY SURFACE LED 3500K 4845 LUMENS 1711 lm 3500 K 80,000 HOURS 120 V 29 W KENALL SQCA-1/1-23L35K-DCC-DV-2/9-2-WL F-NL 1X1 SURFACE MOUNT HIGH SECURITY W/ NIGHT LIGHT SURFACE LED 3500K 4845 LUMENS 1711 lm 3500 K 80,000 HOURS 120 V 29 W KENALL SQCA-1/1-23L35K-DCC-DV-2/9-2-WL/DLN NIGHT LIGHT TO BE CIRCUITED TO EMG POWER AS SHOWN IN LCP-1 G 4' SUSPENDED STRIP LIGHT SUSPENDED LED 3500K 80CRI 4135 lm 3500 K 90,000 HOURS 120 V 36 W LITHONIA CSS-L48-ALO3-MVOLT-SWW3-80CRI SUSP. 8' AFF H 2" HYPERBOLIC DOWNLIGHT RECESSED LED 3500K 85CRI 789 lm 3500 K 60,000 HOURS 120 V 12 W GOTHAM EVO2HYP-35/10-AR-LD-MVOLT-UGZ J 2' ABOVE-MIRROR LINEAR SURFACE WALL LED 3500K 1100 lm 3500 K 120 V 14 W VISA LIGHTING CV4180 L35K-H-MVOLT-TW9016-TW9016 K 4' SURFACE MOUNT LED WRAPAROUND SURFACE LED 3500K 80CRI 4654 lm 3500 K 50,000 HOURS 120 V 42 W LITHONIA FMLWL 48-835-ZT-MVOLT L 7.5" LED WALL PACK EXTERIOR WALL LED 4000K 1854 lm 4000 K 100,000 HOURS 120 V 22 W LITHONIA OLWX1 LED-20W-40K M 4' VAPORTIGHT STRIP LIGHT. NEMA 4 RATED.SUSPENDED LED 3500K 80CRI 3000 lm 3500 K 90,000 HOURS 120 V 36 W INDUSTRIAL LIGHTING PRODUCTS. WTZ4-3L-U-35-RAFL 1. EACH RELAY TO BE CONTROLLED BY SECURITY PROGRAMMABLE LOGIC CONTROLLER. PROVIDE CONTACT CLOSURE INPUT FOR EACH RELAY. NOTES: SPARE 8 - SPARE 7 - SPARE 6 - SPARE 5 - DAYROOM 127 TV RECEPTACLE P1 25 4 -244 DAYROOM 133 TV RECEPTACLE P1 25 3 -208 DAYROOM 127 WATER SOLENOIDS M1 39 2 -208 DAYROOM 133 WATER SOLENOIDS M1 39 1 -178 DESCRIPTION ELECTRICAL PANEL CIRCUIT NUMBER RELAY NUMBER LOCAL CONTROL APPARENT LOAD EMERGENCY COMMENT FED FROM CKT POWER CONTROL PANEL RP-1 © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 2 : 5 5 : 4 3 P M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS ELECTRICAL SCHEDULES E7.2 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 BOILER CONNECTION SCHEDULE ID DESCRIPTION EQUIPMENT INFORMATION DISCONNECT STARTER / CONTROL CIRCUIT INFORMATION SPECIFIC NOTESVA FLA MCA MOCP VOLTAGE PHASE PANEL CIRCUIT FEEDER B-1 HEATING BOILER 1572 VA 13.1 A 16.4 A 20.0 A 120 V 1 HPRS BMS M1 31 20-2W B-2 HEATING BOILER 1572 VA 13.1 A 16.4 A 20.0 A 120 V 1 HPRS BMS M1 33 20-2W EXHAUST FAN CONNECTION SCHEDULE ID DESCRIPTION EQUIPMENT INFORMATION DISCONNECT STARTER / CONTROL CIRCUIT INFORMATION SPECIFIC NOTESVA HP FLA MCA MOCP VOLTAGE PHASE PANEL CIRCUIT FEEDER EF-1 EXHAUST FAN 1039 VA 0.13 hp 5.0 A 6.3 A 15.0 A 120 V 3 HPRS DIV 23 M1 2 15-2W EF-2 EXHAUST FAN 696 VA 0.25 hp 5.8 A 7.3 A 15.0 A 120 V 1 HPRS DIV 23 M1 4 15-2W EF-3 EXHAUST FAN 600 VA 0.10 hp 5.0 A 6.3 A 15.0 A 120 V 1 HPRS DIV 23 M1 6 15-2W EF-4 EXHAUST FAN 1657 VA 1.00 hp 4.6 A 5.7 A 15.0 A 208 V 3 30/3/NF DIV 23 M1 10,12,14 15-3W EF-5 EXHAUST FAN 1657 VA 1.00 hp 4.6 A 5.7 A 15.0 A 208 V 3 30/3/NF DIV 23 M1 16,18,20 15-3W EF-6 EXHAUST FAN 600 VA 0.16 hp 5.0 A 6.3 A 15.0 A 120 V 1 HPRS DIV 23 M1 8 15-2W PUMP CONNECTION SCHEDULE ID DESCRIPTION EQUIPMENT INFORMATION DISCONNECT STARTER / CONTROL CIRCUIT INFORMATION SPECIFIC NOTESVA HP FLA MCA MOCP VOLTAGE PHASE PANEL CIRCUIT FEEDER CSP-1 CIVIL SUMP PUMP 1830 VA 1.00 hp 8.8 A 11.0 A 15.0 A 208 V 1 30/3/NF CONTROL PANEL M1 43,45 15-2W P-1 BUILDING PUMP 6052 VA 5.00 hp 16.8 A 20.8 A 30.0 A 208 V 3 30/3/NF DIV 23 M1 19,21,23 30-3W P-2 BUILDING PUMP 6052 VA 5.00 hp 16.8 A 20.8 A 30.0 A 208 V 3 30/3/NF DIV 23 M1 25,27,29 30-3W SP-1 ELEVATOR SUMP PUMP 1055 VA 0.50 hp 8.8 A 11.0 A 20.0 A 120 V 1 5-20R CONTROL PANEL M1 41 20-2W ROOFTOP UNIT CONNECTION SCHEDULE ID DESCRIPTION EQUIPMENT INFORMATION DISCONNECT STARTER / CONTROL CIRCUIT INFORMATION SPECIFIC NOTESVA FLA MCA MOCP VOLTAGE PHASE PANEL CIRCUIT FEEDER RTU-1 ROOF TOP UNIT 26689 VA 74.1 A 92.6 A 110.0 A 208 V 3 200/3/AF DIV 23 M1 1,3,5 110-3W RTU-2 ROOF TOP UNIT 26689 VA 74.1 A 99.2 A 110.0 A 208 V 3 200/3/AF DIV 23 M1 7,9,11 110-3W RTU-3 ROOF TOP UNIT 9871 VA 27.4 A 34.3 A 45.0 A 208 V 3 60/3/AF DIV 23 M1 13,15,17 45-3W SPLIT SYSTEM AC CONNECTION SCHEDULE ID DESCRIPTION EQUIPMENT INFORMATION DISCONNECT STARTER / CONTROL CIRCUIT INFORMATION SPECIFIC NOTESVA FLA MCA MOCP VOLTAGE PHASE PANEL CIRCUIT FEEDER AC-1 SPLIT SYSTEM AIR-CONDITIONING UNIT 3910 VA 18.8 A 25.0 A 30.0 A 208 V 1 HPRS T-STAT M1 22,24 30-2W AC-2 SPLIT SYSTEM AIR-CONDITIONING UNIT 3162 VA 15.2 A 19.0 A 25.0 A 208 V 1 HPRS T-STAT M1 26,28 25-2W UNIT HEATER CONNECTION SCHEDULE ID DESCRIPTION EQUIPMENT INFORMATION DISCONNECT STARTER / CONTROL CIRCUIT INFORMATION SPECIFIC NOTESVA FLA MCA MOCP VOLTAGE PHASE PANEL CIRCUIT FEEDER EUH-130 ELECTRIC UNIT HEATER 2995 VA 14.4 A 18.2 A 20.0 A 208 V 1 HPRS T-STAT M1 38,40 20-2W EUH-132 ELECTRIC UNIT HEATER 2995 VA 14.4 A 18.2 A 20.0 A 208 V 1 HPRS T-STAT M1 30,32 20-2W EUH-136 ELECTRIC UNIT HEATER 2995 VA 14.4 A 18.2 A 20.0 A 208 V 1 HPRS T-STAT M1 34,36 20-2W HUH-101 HYDRONIC UNIT HEATER 72 VA 0.6 A 0.8 A 15.0 A 120 V 1 HPRS T-STAT M1 37 15-2W HUH-120 HYDRONIC UNIT HEATER 72 VA 0.6 A 0.8 A 15.0 A 120 V 1 HPRS T-STAT M1 37 15-2W HUH-143A HYDRONIC UNIT HEATER 72 VA 0.6 A 0.8 A 15.0 A 120 V 1 HPRS T-STAT M1 37 15-2W HUH-143B HYDRONIC UNIT HEATER 72 VA 0.6 A 0.8 A 15.0 A 120 V 1 HPRS T-STAT M1 37 15-2W WATER HEATER CONNECTION SCHEDULE ID DESCRIPTION EQUIPMENT INFORMATION DISCONNECT CIRCUIT INFORMATION SPECIFIC NOTESVA FLA MCA MOCP VOLTAGE PHASE PANEL CIRCUIT FEEDER WH-1 Water Heater-Gas Fired 480 VA 4.0 A 5.0 A 20.0 A 120 V 1 HPRS M1 35 20-2W WH-2 Water Heater-Gas Fired 480 VA 4.0 A 5.0 A 20.0 A 120 V 1 HPRS M1 35 20-2W GENERAL MECHANICAL EQUIPMENT CONNECTION NOTES: A. THE ABOVE INFORMATION IS FOR A SPECIFIC MANUFACTURER. THE ACTUAL MANUFACTURER FOR THE EQUIPMENT MAY DIFFER. COORDINATE WITH MECHANICAL EQUIPMENT SUBMITTALS FOR ACTUAL LOADS, CIRCUIT AMPACITY AND OVERCURRENT PROTECTION REQUIREMENTS PRIOR TO MAKING ELECTRICAL CONNECTIONS. B. LOCATE ALL DISCONNECTING MEANS PER NEC AND AHJ REQUIREMENTS. STARTERS ARE SEPARATELY MOUNTED UNLESS OTHERWISE NOTED. C. ALL DISCONNECTS ARE 3-POLE UNLESS OTHERWISE NOTED. MECHANICAL SCHEDULE NOTES: 1. POWER TO MOTORIZED DAMPER THROUGH UNIT. 2. VFD PROVIDED BY DIVISION 23 AND CONNECTED BY DIVISION 26 3. FURNISH DUCT SMOKE DETECTOR FOR INSTALLATION BY DIVISION 23 CONTRACTOR. HVAC UNITS OVER 2000 CFM TO HAVE DUCT DETECTOR IN RETURN AIR DUCT. COORDINATE WITH DIVISION 23 FOR QUANTITY REQUIRED. PROVIDE CONNECTION AT HVAC UNIT FOR SHUTDOWN ON ALARM AND CONNECTION TO THE FIRE ALARM CONTROL PANEL FOR DETECTOR CONNECTION AS REQUIRED. ALL WIRING TO BE IN EMT CONDUIT. © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 2 : 5 5 : 4 5 P M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS PANEL SCHEDULES E8.1 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 NOTES: SPARE Spare OTHER 0 VA 0.00% 0 VA O HEATING 24813 VA 100.00% 24813 VA H COOLING 10094 VA 100.00% 10094 VA C MOTOR 0 VA 0.00% 0 VA EMD CURRENT:528.5 A M LARGEST MOTOR 91394 VA 107.30% 98066 VA LARGEST MOTOR, NEC ART. 430 LO = LOCK OUT CONNECTED CURRENT:580 A K KITCHEN 38502 VA 65.00% 25027 VA NON-DWELLING KITCHEN EQUIPMENT, NEC ART. 220 ST = SHUNT TRIP ESTIMATED DEMAND:190 kVA R RECEPTACLES 37020 VA 63.51% 23510 VA FIRST 10KVA @ 100%, REMAINDER @ 50%GP = GFCI (30mA)CONNECTED LOAD:209 kVA L LIGHTING 7134 VA 125.00% 8917 VA CONTINUOUS LOAD @ 125%G = GFCI (5mA) LOAD TYPE LOAD DESCRIPTION CONNECTED LOAD (VA) DEMAN D... ESTIMATED DEMAND (VA)DEMAND FACTOR NOTES BKR TYPE PANEL TOTALS TOTAL AMPS:580 A TOTAL LOAD:209 kVA 20 19 18 17 ELEv 100.0 A 3 O 21 16 15 K1 100.0 A 3 R; K 39 14 13 S1 60.0 A 3 R 9 12 11 P2 100.0 A 3 R 1 10 9 A1 125.0 A 3 R 15 8 7 M1 400.0 A 3 H; O; M 105 6 5 P1 100.0 A 3 L; R 11 4 3 L1 60.0 A 3 L 6 2 1 EML 20.0 A 2 L 1 CKT CIRCUIT DESCRIPTION BKR TRIP P BKR TYPE LOAD TYPE LOAD (kVA)NOTES SCCR:22KA MAIN BREAKER 800A WIRES:4 BUS RATING 800.0 A PHASES:3 LOCATION ELEC. 122 VOLTAGE:208Y/120 SWITCHBOARD: JMDP 1. PEAK 12 MONTH DEMAND FROM ROCKY MOUNTAIN POWER FOR BOTH COURTHOUSE AND SHERIFF'S OFFCE = 81KVA. EXISTING LOAD PER NEC = 81KVA * 1.25 = 101KVA NOTES: SPARE Spare OTHER 101000 VA 100.00% 101000 VA O HEATING 24813 VA 100.00% 24813 VA H COOLING 10094 VA 100.00% 10094 VA C MOTOR 0 VA 0.00% 0 VA EMD CURRENT:808.9 A M LARGEST MOTOR 91394 VA 107.30% 98066 VA LARGEST MOTOR, NEC ART. 430 LO = LOCK OUT CONNECTED CURRENT:860 A K KITCHEN 38502 VA 65.00% 25027 VA NON-DWELLING KITCHEN EQUIPMENT, NEC ART. 220 ST = SHUNT TRIP ESTIMATED DEMAND:291 kVA R RECEPTACLES 37020 VA 63.51% 23510 VA FIRST 10KVA @ 100%, REMAINDER @ 50%GP = GFCI (30mA)CONNECTED LOAD:310 kVA L LIGHTING 7134 VA 125.00% 8917 VA CONTINUOUS LOAD @ 125%G = GFCI (5mA) LOAD TYPE LOAD DESCRIPTION CONNECTED LOAD (VA) DEMAN D... ESTIMATED DEMAND (VA)DEMAND FACTOR NOTES BKR TYPE PANEL TOTALS TOTAL AMPS:860 A TOTAL LOAD:310 kVA 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 ATS-JSB 800.0 A 3 L; R; H;... 209 2 ATS-SH 20.0 A 1 --51 SEE NOTE 1 BELOW. - EXISTING LOAD SPLIT BETWEEN ATS' 1 ATS-CH 20.0 A 1 --51 SEE NOTE 1 BELOW. - EXISTING LOAD SPLIT BETWEEN ATS' CKT CIRCUIT DESCRIPTION BKR TRIP P BKR TYPE LOAD TYPE LOAD (kVA)NOTES SCCR:10KA MAIN BREAKER MLO WIRES:4 BUS RATING 1200.0 A PHASES:3 LOCATION EXTERIOR -VOLTAGE:208Y/120 SWITCHBOARD: GEN © D L R G r o u p REVISIONS A B C D E F 1 2 3 4 5 3/ 1 0 / 2 0 2 2 1 2 : 5 5 : 4 6 P M BI M 3 6 0 : / / 2 8 - 1 9 1 0 2 - 0 0 _ F r e m o n t C o u n t y _ S O D _ F a c i l i t y _ E x p a n s i o n / 2 8 - 1 9 1 0 2 - 0 0 _ M E P _ F r e m o n t C o S O D _ 2 0 2 0 . r v t 28-1902-00 03-04-2022 FR E M O N T C O U N T Y S H E R I F F ' S O F F I C E & DE T E N T I O N F A C I L I T Y E X P A N S I O N CONSTRUCTION DOCUMENTS PANEL SCHEDULES E8.2 14 6 N 2 N D W , S T A N T H O N Y , I D 8 3 4 4 5 NOTES: SPARE Spare OTHER 0 VA 0.00% 0 VA O HEATING 0 VA 0.00% 0 VA H COOLING 0 VA 0.00% 0 VA C MOTOR 0 VA 0.00% 0 VA EMD CURRENT:20.9 A M LARGEST MOTOR 0 VA 0.00% 0 VA LARGEST MOTOR, NEC ART. 430 LO = LOCK OUT CONNECTED CURRENT:16.7 A K KITCHEN 0 VA 0.00% 0 VA NON-DWELLING KITCHEN LOADS, NEC ART. 220 ST = SHUNT TRIP ESTIMATED DEMAND:8 kVA R RECEPTACLES 0 VA 0.00% 0 VA FIRST 10KVA @ 100%, REMAINDER @ 50%GP = GFP (30mA)CONNECTED LOAD:6 kVA L LIGHTING 6010 VA 125.00% 7512 VA CONTINUOUS LOAD @ 125%G = GFCI (5mA) LOAD TYPE LOAD DESCRIPTION CONNECTED LOAD (VA) DEMAN D... ESTIMATED DEMAND (VA)DEMAND FACTOR NOTES BKR TYPE PANEL TOTALS TOTAL AMPS 23.5 A 13.8 A 13.1 A TOTAL LOAD:2808 VA 1640 VA 1570 VA 29 SPACE -- -- -- --0 0 -- -- -- -- SPACE 30 27 SPACE -- -- -- --0 0 -- -- -- -- SPACE 28 25 SPACE -- -- -- -- 0 0 -- -- -- -- SPACE 26 23 SPACE -- -- -- --0 0 -- -- -- -- SPACE 24 21 SPACE -- -- -- --0 0 -- -- -- -- SPACE 22 19 SPACE -- -- -- -- 0 0 -- -- -- -- SPACE 20 17 SPACE -- -- -- --0 0 -- -- -- -- SPACE 18 15 2ND FLOOR LTG 20 1 L 378 0 --1 20 SPARE 16 13 SOUTH SHELLED LTG 20 1 L 720 0 --1 20 SPARE 14 11 EXTERIOR BUILDING LTG 20 1 L 440 0 --1 20 SPARE 12 9 SALLYPORT 101 LTG 20 1 L 250 0 --1 20 SPARE 10 7 BOOKING/HOLDING/KITCHEN LTG 20 1 L 1,058 0 --1 20 SPARE 8 5 CORRIDER/UTIL ROOMS LTG 20 1 L 1,159 0 --1 20 SPARE 6 3 HOUSING/DAYROOM WEST LTG 20 1 L 1,031 0 --1 20 SPARE 4 1 HOUSING/DAYROOM EAST LTG 20 1 L 1,031 0 --1 20 SPARE 2 CKT CIRCUIT DESCRIPTION BKR TRIP P BKR TYPE LOAD TYPE PHASE A (VA) PHASE B (VA) PHASE C (VA) LOAD TYPE BKR TYPE P BKR TRIP CIRCUIT DESCRIPTION CKT SCCR:10K LUG ACCESSORIES:SEE ONE-LINE MAIN BREAKER:MLO WIRES:4 INTEGRAL SPD:NO BUS RATING:60.0 A PHASES:3 FED FROM:JMDP LOCATION:ELEC. 122 VOLTS:208Y/120 MOUNTING:SURFACE PANEL: L1 NOTES: SPARE Spare OTHER 0 VA 0.00% 0 VA O HEATING 0 VA 0.00% 0 VA H COOLING 0 VA 0.00% 0 VA C MOTOR 0 VA 0.00% 0 VA EMD CURRENT:29.6 A M LARGEST MOTOR 0 VA 0.00% 0 VA LARGEST MOTOR, NEC ART. 430 LO = LOCK OUT CONNECTED CURRENT:31.2 A K KITCHEN 0 VA 0.00% 0 VA NON-DWELLING KITCHEN LOADS, NEC ART. 220 ST = SHUNT TRIP ESTIMATED DEMAND:11 kVA R RECEPTACLES 11160 VA 94.80% 10580 VA FIRST 10KVA @ 100%, REMAINDER @ 50%GP = GFP (30mA)CONNECTED LOAD:11 kVA L LIGHTING 72 VA 125.00% 90 VA CONTINUOUS LOAD @ 125%G = GFCI (5mA) LOAD TYPE LOAD DESCRIPTION CONNECTED LOAD (VA) DEMAN D... ESTIMATED DEMAND (VA)DEMAND FACTOR NOTES BKR TYPE PANEL TOTALS TOTAL AMPS 46.2 A 33.6 A 18.0 A TOTAL LOAD:5292 VA 3780 VA 2160 VA 41 SPACE -- -- -- --0 0 -- -- -- -- SPACE 42 39 SPACE -- -- -- --0 0 -- -- -- -- SPACE 40 37 SPACE -- -- -- -- 0 0 -- -- -- -- SPACE 38 35 SPACE -- -- -- --0 0 -- -- -- -- SPACE 36 33 SPACE -- -- -- --0 0 -- -- -- -- SPACE 34 31 SPACE -- -- -- -- 0 0 -- -- -- -- SPACE 32 29 0 --1 20 SPARE 30 27 R - OFFICER 126 20 1 R 720 0 --1 20 SPARE 28 25 R ROOM 127 20 1 R 360 0 --1 20 SPARE 26 23 R - SALLYPORT 101 20 1 R 360 0 --1 20 SPARE 24 21 R - SECOND FLOOR 20 1 R 900 0 --1 20 SPARE 22 19 R - BOOKING 108 20 1 R 1,260 0 --1 20 SPARE 20 17 R - ROOF 20 1 R 720 0 --1 20 SPARE 18 15 R ROOM 108 20 1 R 900 0 --1 20 SPARE 16 13 R - PROGRAMS 121 20 1 R 1,440 0 --1 20 SPARE 14 11 R - FIRE RISER, MECHANICAL, STAFF RR 20 1 R 540 0 --1 20 SPARE 12 9 R - MEDICAL EXAM 105 20 1 R 720 0 --1 20 SPARE 10 7 R - CORRIDOR 124, CHASES 20 1 R 900 8 5 R - CHASE 130 20 1 R 540 0 L 1 20 ELEVATOR CAB LIGHTING 6 3 R - CHASE 136 20 1 R 540 4 1 R - CORRIDOR 139, CHASES 20 1 R 1,080 252 L; R 1 20 ELEVATOR PIT LIGHTS AND RECEPT. 2 CKT CIRCUIT DESCRIPTION BKR TRIP P BKR TYPE LOAD TYPE PHASE A (VA) PHASE B (VA) PHASE C (VA) LOAD TYPE BKR TYPE P BKR TRIP CIRCUIT DESCRIPTION CKT SCCR:22KA LUG ACCESSORIES:SEE ONE-LINE MAIN BREAKER:MLO WIRES:4 INTEGRAL SPD:NO BUS RATING:100.0 A PHASES:3 FED FROM:JMDP LOCATION:ELEC. 122 VOLTS:208Y/120 MOUNTING:SURFACE PANEL: P1 NOTES: SPARE Spare OTHER 0 VA 0.00% 0 VA O HEATING 0 VA 0.00% 0 VA H COOLING 0 VA 0.00% 0 VA C MOTOR 0 VA 0.00% 0 VA EMD CURRENT:1.5 A M LARGEST MOTOR 0 VA 0.00% 0 VA LARGEST MOTOR, NEC ART. 430 LO = LOCK OUT CONNECTED CURRENT:1.5 A K KITCHEN 0 VA 0.00% 0 VA NON-DWELLING KITCHEN LOADS, NEC ART. 220 ST = SHUNT TRIP ESTIMATED DEMAND:1 kVA R RECEPTACLES 540 VA 100.00% 540 VA FIRST 10KVA @ 100%, REMAINDER @ 50%GP = GFP (30mA)CONNECTED LOAD:1 kVA L LIGHTING 0 VA 0.00% 0 VA CONTINUOUS LOAD @ 125%G = GFCI (5mA) LOAD TYPE LOAD DESCRIPTION CONNECTED LOAD (VA) DEMAN D... ESTIMATED DEMAND (VA)DEMAND FACTOR NOTES BKR TYPE PANEL TOTALS TOTAL AMPS 4.5 A 0.0 A 0.0 A TOTAL LOAD:540 VA 0 VA 0 VA 41 SPARE 20 1 --0 0 --1 20 SPARE 42 39 SPARE 20 1 --0 0 --1 20 SPARE 40 37 SPARE 20 1 -- 0 0 --1 20 SPARE 38 35 SPARE 20 1 --0 0 --1 20 SPARE 36 33 SPARE 20 1 --0 0 --1 20 SPARE 34 31 SPARE 20 1 -- 0 0 --1 20 SPARE 32 29 SPARE 20 1 --0 0 --1 20 SPARE 30 27 SPARE 20 1 --0 0 --1 20 SPARE 28 25 SPARE 20 1 -- 0 0 --1 20 SPARE 26 23 SPARE 20 1 --0 0 --1 20 SPARE 24 21 SPARE 20 1 --0 0 --1 20 SPARE 22 19 SPARE 20 1 -- 0 0 --1 20 SPARE 20 17 SPARE 20 1 --0 0 --1 20 SPARE 18 15 SPARE 20 1 --0 0 --1 20 SPARE 16 13 SPARE 20 1 -- 0 0 --1 20 SPARE 14 11 SPARE 20 1 --0 0 --1 20 SPARE 12 9 SPARE 20 1 --0 0 --1 20 SPARE 10 7 SPARE 20 1 -- 0 0 --1 20 SPARE 8 5 SPARE 20 1 --0 0 --1 20 SPARE 6 3 SPARE 20 1 --0 0 --1 20 SPARE 4 1 R - SHELLED DISPTACH 20 1 R 540 0 --1 20 SPARE 2 CKT CIRCUIT DESCRIPTION BKR TRIP P BKR TYPE LOAD TYPE PHASE A (VA) PHASE B (VA) PHASE C (VA) LOAD TYPE BKR TYPE P BKR TRIP CIRCUIT DESCRIPTION CKT SCCR:22KA LUG ACCESSORIES:SEE ONE-LINE MAIN BREAKER:MLO WIRES:4 INTEGRAL SPD:NO BUS RATING:100.0 A PHASES:3 FED FROM:JMDP LOCATION:ELEC. 122 VOLTS:208Y/120 MOUNTING:SURFACE PANEL: P2 NOTES: SPARE Spare OTHER 0 VA 0.00% 0 VA O HEATING 3450 VA 100.00% 3450 VA H COOLING 10094 VA 100.00% 10094 VA C MOTOR 0 VA 0.00% 0 VA EMD CURRENT:309.8 A M LARGEST MOTOR 91394 VA 107.30% 98066 VA LARGEST MOTOR, NEC ART. 430 LO = LOCK OUT CONNECTED CURRENT:291.3 A K KITCHEN 0 VA 0.00% 0 VA NON-DWELLING KITCHEN LOADS, NEC ART. 220 ST = SHUNT TRIP ESTIMATED DEMAND:112 kVA R RECEPTACLES 0 VA 0.00% 0 VA FIRST 10KVA @ 100%, REMAINDER @ 50%GP = GFP (30mA)CONNECTED LOAD:105 kVA L LIGHTING 0 VA 0.00% 0 VA CONTINUOUS LOAD @ 125%G = GFCI (5mA) LOAD TYPE LOAD DESCRIPTION CONNECTED LOAD (VA) DEMAN D... ESTIMATED DEMAND (VA)DEMAND FACTOR NOTES BKR TYPE PANEL TOTALS TOTAL AMPS 295.3 A 301.3 A 281.6 A TOTAL LOAD:35213 VA 35937 VA 33788 VA 83 84 81 82 79 80 77 78 75 76 73 74 71 72 69 70 67 68 65 66 63 64 61 62 59 60 57 58 55 56 53 54 51 52 49 50 47 48 45 915 46 43 M 20 2 M 915 44 41 SP-1 20 1 M 1,055 42 39 O 20 1 O 0 1,498 40 37 HUH-101, 120, 143A, 143B 15 1 O 288 1,498 H 2 20 EUH-130 38 35 WH-1, WH-2 20 1 H 960 1,498 36 33 B-2 20 1 H 1,572 1,498 H 2 20 EUH-136 34 31 B-1 20 1 H 1,572 1,498 32 29 2,017 1,498 M 2 20 EUH-132 30 27 2,017 1,581 28 25 P-2 30 3 M 2,017 1,581 O 2 25 AC-2 26 23 2,017 1,955 24 21 2,017 1,955 M 2 30 AC-1 22 19 P-1 30 3 M 2,017 552 20 17 3,290 552 18 15 3,290 552 M 3 15 EF-5 16 13 RTU-3 45 3 M 3,290 552 14 11 8,896 552 12 9 8,896 552 M 3 15 EF-4 10 7 RTU-2 110 3 M 8,896 600 M 1 15 EF-6 8 5 8,896 600 M 1 15 EF-3 6 3 8,896 696 M 1 15 EF-2 4 1 RTU-1 110 3 M 8,896 1,039 M 1 15 EF-1 2 CKT CIRCUIT DESCRIPTION BKR TRIP P BKR TYPE LOAD TYPE PHASE A (VA) PHASE B (VA) PHASE C (VA) LOAD TYPE BKR TYPE P BKR TRIP CIRCUIT DESCRIPTION CKT SCCR:22KA LUG ACCESSORIES:SEE ONE-LINE MAIN BREAKER:MLO WIRES:4 INTEGRAL SPD:NO BUS RATING:400.0 A PHASES:3 FED FROM:JMDP LOCATION:ELEC. 122 VOLTS:208Y/120 MOUNTING:SURFACE PANEL: M1 NOTES: SPARE Spare OTHER 0 VA 0.00% 0 VA O HEATING 0 VA 0.00% 0 VA H COOLING 0 VA 0.00% 0 VA C MOTOR 0 VA 0.00% 0 VA EMD CURRENT:35.2 A M LARGEST MOTOR 0 VA 0.00% 0 VA LARGEST MOTOR, NEC ART. 430 LO = LOCK OUT CONNECTED CURRENT:42.6 A K KITCHEN 0 VA 0.00% 0 VA NON-DWELLING KITCHEN LOADS, NEC ART. 220 ST = SHUNT TRIP ESTIMATED DEMAND:13 kVA R RECEPTACLES 15360 VA 82.55% 12680 VA FIRST 10KVA @ 100%, REMAINDER @ 50%GP = GFP (30mA)CONNECTED LOAD:15 kVA L LIGHTING 0 VA 0.00% 0 VA CONTINUOUS LOAD @ 125%G = GFCI (5mA) LOAD TYPE LOAD DESCRIPTION CONNECTED LOAD (VA) DEMAN D... ESTIMATED DEMAND (VA)DEMAND FACTOR NOTES BKR TYPE PANEL TOTALS TOTAL AMPS 59.2 A 59.2 A 20.0 A TOTAL LOAD:6480 VA 6480 VA 2400 VA 41 SPARE 20 1 --0 0 --1 20 SPARE 42 39 SPARE 20 1 --0 0 --1 20 SPARE 40 37 SPARE 20 1 -- 0 0 --1 20 SPARE 38 35 SPARE 20 1 --0 0 --1 20 SPARE 36 33 SPARE 20 1 --0 0 --1 20 SPARE 34 31 SPARE 20 1 -- 0 0 --1 20 SPARE 32 29 SPARE 20 1 --0 0 --1 20 SPARE 30 27 SPARE 20 1 --0 0 --1 20 SPARE 28 25 SPARE 20 1 -- 0 0 --1 20 SPARE 26 23 SPARE 20 1 --0 0 --1 20 SPARE 24 21 SPARE 20 1 --0 0 --1 20 SPARE 22 19 SPARE 20 1 -- 0 0 --1 20 SPARE 20 17 SPARE 20 1 --0 0 --1 20 SPARE 18 15 R - RADIO EQUIPMENT 140 20 1 R 1,080 0 --1 20 SPARE 16 13 R - RADIO EQUIPMENT 140 20 1 R 1,080 0 --1 20 SPARE 14 11 R - RADIO EQUIPMENT 140 20 1 R 1,200 0 --1 20 SPARE 12 9 R - RADIO EQUIPMENT 140 20 1 R 1,200 0 --1 20 SPARE 10 7 R - RADIO EQUIPMENT 140 20 1 R 1,200 0 --1 20 SPARE 8 5 R - RADIO EQUIPMENT 140 20 1 R 1,200 0 --1 20 SPARE 6 3 R - RADIO EQUIPMENT 140 20 1 R 1,200 3,000 R 1 30 R RADIO EQUIPMENT 140 4 1 R - RADIO EQUIPMENT 140 20 1 R 1,200 3,000 R 1 30 R RADIO EQUIPMENT 140 2 CKT CIRCUIT DESCRIPTION BKR TRIP P BKR TYPE LOAD TYPE PHASE A (VA) PHASE B (VA) PHASE C (VA) LOAD TYPE BKR TYPE P BKR TRIP CIRCUIT DESCRIPTION CKT SCCR:10K LUG ACCESSORIES:SEE ONE-LINE MAIN BREAKER:125/3 WIRES:4 INTEGRAL SPD:YES BUS RATING:125.0 A PHASES:3 FED FROM:JMDP LOCATION:RADIO EQUIPMENT 140 VOLTS:208Y/120 MOUNTING:SURFACE PANEL: A1 NOTES: SPARE Spare OTHER 0 VA 0.00% 0 VA O HEATING 0 VA 0.00% 0 VA H COOLING 0 VA 0.00% 0 VA C MOTOR 0 VA 0.00% 0 VA EMD CURRENT:71.0 A M LARGEST MOTOR 0 VA 0.00% 0 VA LARGEST MOTOR, NEC ART. 430 LO = LOCK OUT CONNECTED CURRENT:108.4 A K KITCHEN 38502 VA 65.00% 25027 VA NON-DWELLING KITCHEN LOADS, NEC ART. 220 ST = SHUNT TRIP ESTIMATED DEMAND:26 kVA R RECEPTACLES 540 VA 100.00% 540 VA FIRST 10KVA @ 100%, REMAINDER @ 50%GP = GFP (30mA)CONNECTED LOAD:39 kVA L LIGHTING 0 VA 0.00% 0 VA CONTINUOUS LOAD @ 125%G = GFCI (5mA) LOAD TYPE LOAD DESCRIPTION CONNECTED LOAD (VA) DEMAN D... ESTIMATED DEMAND (VA)DEMAND FACTOR NOTES BKR TYPE PANEL TOTALS TOTAL AMPS 110.9 A 108.9 A 106.3 A TOTAL LOAD:13262 VA 13022 VA 12758 VA 41 SPACE -- -- -- --0 0 -- -- -- -- SPACE 42 39 SPACE -- -- -- --0 0 -- -- -- -- SPACE 40 37 SPACE -- -- -- -- 0 0 -- -- -- -- SPACE 38 35 SPACE -- -- -- --0 0 -- -- -- -- SPACE 36 33 SPACE -- -- -- --0 0 -- -- -- -- SPACE 34 31 SPACE -- -- -- -- 0 0 -- -- -- -- SPACE 32 29 SPACE -- -- -- --0 0 -- -- -- -- SPACE 30 27 ABOVE COUNTER RECEPTS 20 1 R 540 0 --1 20 SPARE 28 25 6,441 0 --1 20 SPARE 26 23 6,441 0 --1 20 SPARE 24 21 DISHMACHINE 70 3 G K 6,441 0 --1 20 SPARE 22 19 792 0 --1 20 SPARE 20 17 792 0 --1 20 SPARE 18 15 DISPOSER, 2HP 20 3 K 792 0 --1 20 SPARE 16 13 HOT FOOD WELLS COUNTER 20 1 K 1,044 0 --1 20 SPARE 14 11 HEATED CABINET, PORTABLE 20 1 K 1,692 0 --1 20 SPARE 12 9 FRIDGES 20 1 G K 1,416 0 --1 20 SPARE 10 7 FREEZER 20 1 G K 1,152 0 --1 20 SPARE 8 5 3,833 0 --1 20 SPARE 6 3 3,833 0 --1 20 SPARE 4 1 RANGE 40 3 G K 3,833 0 --1 20 SPARE 2 CKT CIRCUIT DESCRIPTION BKR TRIP P BKR TYPE LOAD TYPE PHASE A (VA) PHASE B (VA) PHASE C (VA) LOAD TYPE BKR TYPE P BKR TRIP CIRCUIT DESCRIPTION CKT SCCR:10K LUG ACCESSORIES:SEE ONE-LINE MAIN BREAKER:100/3 WIRES:4 INTEGRAL SPD:NO BUS RATING:100.0 A PHASES:3 FED FROM:JMDP LOCATION:KITCHEN 102 VOLTS:208Y/120 MOUNTING:FLUSH PANEL: K1 NOTES: SPARE Spare OTHER 0 VA 0.00% 0 VA O HEATING 0 VA 0.00% 0 VA H COOLING 0 VA 0.00% 0 VA C MOTOR 0 VA 0.00% 0 VA EMD CURRENT:3.7 A M LARGEST MOTOR 0 VA 0.00% 0 VA LARGEST MOTOR, NEC ART. 430 LO = LOCK OUT CONNECTED CURRENT:3 A K KITCHEN 0 VA 0.00% 0 VA NON-DWELLING KITCHEN EQUIPMENT, NEC ART. 220 ST = SHUNT TRIP ESTIMATED DEMAND:1 kVA R RECEPTACLES 0 VA 0.00% 0 VA FIRST 10KVA @ 100%, REMAINDER @ 50%GP = GFCI (30mA)CONNECTED LOAD:1 kVA L LIGHTING 1054 VA 125.00% 1318 VA CONTINUOUS LOAD @ 125%G = GFCI (5mA) LOAD TYPE LOAD DESCRIPTION CONNECTED LOAD (VA) DEMAN D... ESTIMATED DEMAND (VA)DEMAND FACTOR NOTES BKR TYPE PANEL TOTALS TOTAL AMPS:3 A TOTAL LOAD:1 kVA 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 EXIT SIGNS 20.0 A 1 L 0 1 EM LTG 1ST/2ND FLOOR 20.0 A 1 L 1 CKT CIRCUIT DESCRIPTION BKR TRIP P BKR TYPE LOAD TYPE LOAD (kVA)NOTES SCCR:10KA MAIN BREAKER MLO WIRES:4 BUS RATING 225.0 A PHASES:3 LOCATION ELEC. 122 VOLTAGE:208Y/120 SWITCHBOARD: EML NOTES: SPARE Spare OTHER 0 VA 0.00% 0 VA O HEATING 0 VA 0.00% 0 VA H COOLING 0 VA 0.00% 0 VA C MOTOR 0 VA 0.00% 0 VA EMD CURRENT:26.1 A M LARGEST MOTOR 0 VA 0.00% 0 VA LARGEST MOTOR, NEC ART. 430 LO = LOCK OUT CONNECTED CURRENT:26.1 A K KITCHEN 0 VA 0.00% 0 VA NON-DWELLING KITCHEN LOADS, NEC ART. 220 ST = SHUNT TRIP ESTIMATED DEMAND:9 kVA R RECEPTACLES 9420 VA 100.00% 9420 VA FIRST 10KVA @ 100%, REMAINDER @ 50%GP = GFP (30mA)CONNECTED LOAD:9 kVA L LIGHTING 0 VA 0.00% 0 VA CONTINUOUS LOAD @ 125%G = GFCI (5mA) LOAD TYPE LOAD DESCRIPTION CONNECTED LOAD (VA) DEMAN D... ESTIMATED DEMAND (VA)DEMAND FACTOR NOTES BKR TYPE PANEL TOTALS TOTAL AMPS 21.0 A 30.6 A 29.1 A TOTAL LOAD:2520 VA 3540 VA 3360 VA 23 SPARE 20 1 --0 0 -- -- -- -- SPACE 24 21 SPARE 20 1 --0 0 -- -- -- -- SPACE 22 19 SPARE 20 1 -- 0 0 -- -- -- -- SPACE 20 17 SPARE 20 1 --0 0 -- -- -- -- SPACE 18 15 SPARE 20 1 --0 0 -- -- -- -- SPACE 16 13 SPARE 20 1 -- 0 0 -- -- -- -- SPACE 14 11 RACK RECEPT - SEC & ELECTRONICS 104 20 1 R 360 0 --1 20 SPARE 12 9 RACK RECEPT - SEC & ELECTRONICS 104 30 1 R 3,000 0 --1 20 SPARE 10 7 RACK RECEPT - SEC & ELECTRONICS 104 20 1 R 360 0 --1 20 SPARE 8 5 RACK RECEPT - SEC & ELECTRONICS 104 30 1 R 3,000 0 --1 20 SPARE 6 3 ACCESS CONTROL PANELS 20 1 R 360 180 R 1 20 CEILING MONITOR OFFICER 126 4 1 GENERAL RECEPTACLES, RM 104 20 1 R 1,440 720 R 1 20 RECEPTACLES - OFFICER 126 2 CKT CIRCUIT DESCRIPTION BKR TRIP P BKR TYPE LOAD TYPE PHASE A (VA) PHASE B (VA) PHASE C (VA) LOAD TYPE BKR TYPE P BKR TRIP CIRCUIT DESCRIPTION CKT SCCR:10KA LUG ACCESSORIES:SEE ONE-LINE MAIN BREAKER:60A WIRES:4 INTEGRAL SPD:Type 1 BUS RATING:60.0 A PHASES:3 FED FROM:JMDP LOCATION:IDF, SECURITY AND ELECTRONICS...VOLTS:208Y/120 MOUNTING:SURFACE PANEL: S1 SECURITY ELECTRONICS SYMBOL LEGEND ELECTRONICALLY MONITORED OPENING WITH DOOR POSITION SWITCH. ELECTRONICALLY MONITORED DEVICE NUMBERS ARE EQUAL TO OPENING NUMBERS. CARD READER, WALL MOUNT (MATCH LIGHT SWITCH MOUNTING HEIGHT). COORDINATE INTEGRATION WITH PLC SYSTEM. REQUEST-TO-EXIT (REX). TO BE AN INTEGRAL FEATURE OF THE DOOR HARDWARE WHERE POSSIBLE, UTILIZE THE REX FEATURE CONTACT OF THE DOOR HARDWARE AS A REX INPUT TO THE DOOR CONTROL SYSTEM. WHERE AN INTEGRAL REX FEATURE IS NOT PROVIDED, SEC TO PROVIDE AN OVERHEAD MOTION REX DEVICE ABOVE THE DOOR. REX SINGLE HEIGHT PEDESTAL, REFER TO SECURITY ELECTRONICS PLANS AND DETAILS FOR ADDITIONAL INFORMATION ELECTRONICALLY CONTROLLED AND MONITORED OPENING. ELECTRONICALLY CONTROLLED AND MONITORED DEVICE NUMBERS ARE EQUAL TO OPENING NUMBERS. WALL MOUNTED PUSH-TO-EXIT BUTTON FOR DOOR CONTROL. MOUNT BUTTON NEXT TO DOOR OR IN FRAME (MATCH LIGHT SWITCH MOUNTING HEIGHT). LABEL PUSH BUTTON WITH "REX". INDICATES CONTROL OF TV POWER OUTLET. EACH SYMBOL INDICATES AN INDIVIDUAL TV OUTLET THAT IS TO BE CONTROLLED. REFER TO ELECTRICAL FOR LOCATION OF ELECTRICAL PANEL, OUTLET, AND ADDITIONAL INFORMATION INDICATES CONTROL OF WATER SUPPLY SOLENOID(S) TO DESIGNATED AREA. SOLENOID TO BE PROVIDED BY DIV 22, POWER TO SOLENOID TO BE BY DIV 26, AND CONTROL WIRING BY DIV 28. BOTH HOT WATER AND COLD WATER SUPPLY SOLENOIDS TO BE CONTROLLED AS A SINGLE ZONE. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. INDICATES INMATE TELEPHONE CONTROLS. EACH SYMBOL INDICATES CONTROL OF ALL INMATE PHONES IN THE DESIGNATED AREA. REFER TO ELECTRICAL AND TELECOM DRAWINGS FOR ADDITIONAL INFORMATION. FIXED POSITION VIDEO IP COLOR CAMERA, REFER TO CAMERA SCHEDULE. DENOTES NEW CAMERA LOCATION. ROUTE CONDUIT AND WIRE TO NEAREST EQUIPMENT ROOM. INDICATES INTERLOCKED DOORS, DASHED LINES CONNECT INTERLOCKED DOORS DIGITAL AUDIO SYSTEM INTERCOM STATION, MOUNT (MATCH LIGHT SWITCH MOUNTING HEIGHT). INTERCOM DEVICE NUMBERS ARE EQUAL TO DOOR NUMBERS WITH LOWER CASE SUBSCRIPT WHERE MULTIPLE INTERCOMS OCCUR AT A SINGLE DOOR. MOUNT IN LOCK JAMB OF FRAME AT ALL INSTANCES WHERE POSSIBLE, COORDINATE WITH DEC. INSTALL FLUSH IN NEW WALLS. DIGITAL AUDIO PAGING SPEAKER. SUBSCRIPT DENOTES PAGING ZONE. REFER TO PLANS FOR LOCATIONS AND ZONE IDENTIFIER.S AUDIO PAGING EXTERIOR HORN SPEAKER. SUBSCRIPT DENOTES PAGING ZONE. REFER TO PLANS FOR LOCATIONS AND ZONE IDENTIFIER. FIXED DURESS PANIC BUTTON. "W" DENOTES WALL MOUNT (MATCH LIGHT SWITCH MOUNTING HEIGHT). "D" DENOTES DESK MOUNT. COORDINATE DESK MOUNT BUTTONS WITH OWNER AND MILLWORK CONTRACTOR. PANIC BUTTON DEVICE NUMBERS ARE EQUAL TO ROOM NUMBERS WITH DECIMAL POINT AND SUB NUMBER WHERE MULTIPLE PANIC BUTTONS OCCUR IN A ROOM. SECURITY ELECTRONICS NAMING CONVENTION S CONTROLLED & MONITORED OPENING SYMBOLS AND MONITORED OPENING SYBMOLS: INTERCOM SYMBOLS: CAMERA SYMBOLS: SPEAKER SYMBOLS: DURESS BUTTON SYMBOLS: CARD READER SYMBOLS: XXXX DEVICE NUMBER TO MATCH OPENING NUMBER XXXXh DEVICE NUMBER TO MATCH OPENING NUMBER [OR ROOM NUMBER WHERE NOT ASSOCIATED TO AN OPENING] WHERE MULTIPLE INTERCOMS OCCUR AT A SINGLE OPENING, AN "h" OR "s" WILL BE ADDED TO INDICATE HINGE OR STOP SIDE CXXX "C1" DESIGNATION FOR CAMERAS ON FIRST FLOOR AND "C2" DESIGNATION FOR CAMERAS ON THE SECOND FLOOR THIRD AND FOURTH DIGITS ACT AS UNIQUE CAMERA IDENTIFIER XXX UNIQUE SPEAKER ZONE IDENTIFIER NUMBER (AS SUBSCRIPT ON DRAWINGS) XXXX.1 DEVICE NUMBER TO MATCH ROOM NUMBER WHERE MULTIPLE DURESS DEVICES OCCUR IN A ROOM, A UNIQUE NUMBER WILL BE ADDED AFTER THE ROOM NUMBER. XXXX DEVICE NUMBER TO MATCH OPENING NUMBER REX REX S S S S S S S S S S S S S SSS S S S S S S S S REX NO SECURITY ELECTRONICS WORK IN EXISTING FACILITY (DIAGONAL PATTERN) SE4.1 1 102B 104A 108B 108A 139A 138A 137A 129A 128A 125B 125A 10 1 B 101C 10 1 A 10 7 A 10 9 A 11 0 A 11 1 A 11 2 A 10 5 A 10 2 A 11 4 A 117 A 121 A 12 2 A 11 8 A 11 9 A 12 7 A 12 6 A 133 A 14 3 A 14 0 A 142 A 13 5 A 134A 132A 13 1 A 13 0 A 13 6 A 11 4 B C103 C102 C101 C105 C106 C108C107 C104 C114 C109 C111 C110 C112 C120 C119 C113 C115 C116 C117 C118 C149 C148 C150 C121 C122 C127 C134 C133 C132 C135 C136 C130 C129 C139 C131 C141 C123 C124 C138 C125 C142 C143 C144 C145 C146 C140 C147C137 C128 C126 SALLYPORT 101 KITCHEN 102 PROPERTY STORAGE 106 BOOKING 108 MEDICAL EXAM 105 IDF, SECURITY AND ELECTRONICS 104 CORRIDOR 124 ADA HOLDING 112 HOLDING 111 HOLDING 110 HOLDING 109 CORRIDOR 69 BOOKING 52 SALLYPORT 50 LAUNDRY 55 CORRIDOR 70 EXISTING DISPATCH EVIDENCE 54 CORRIDOR 03 STAIRS 02 OFFICE 63 RADIO EQUIPMENT 140 DISPATCH (SHELLED) 143 RESTROOM (SHELLED) 142 WORKROOM (SHELLED) 141 CORRIDOR (SHELLED) 139 VEST. 114 STAFF RR 117 MECHANICAL 118 FIRE RISER 120 PROGRAMS 121 ELEC. 122 SALLYPORT 125 OFFICER 126 CHASE 136 CHASE 130 HOUSING 6 BEDS 131 HOUSING 8 BEDS 129 HOUSING 6 BEDS 128 DAYROOM 127 DAYROOM 133 OUTDOOR RECREATION 134 OUTDOOR RECREATION 132 HOUSING 8 BEDS 137 HOUSING 6 BEDS 138 CORRIDOR 124 SE4.1 4 ELEV. 113 STAIR 116 W W W W D C151 FEMALE REC YARD 44 DAYROOM & DORMS (ALL ON/OFF) 101B101C 102B 101A 102A 104A 108B 105A 112A111A110A109A 108A 106A 108.2 102 101 108.1 113A 114B 114A 139B 118A 121 121 125B 125A 127A126A133A 138A 137A 135A 134A 132A 131A 129A 128A 136A 130A 101C h s s h s h s h sh h s h s s h h s s h s h s h s h 10' 6" AFF 114 114 114 113 113 113 101 101 101 101 101 112 102 102 102 105 104 103 110 109 108 107 107 106 111 115 107 HOUSING 6 BEDS 135 139B 12 0 A 14 4 A STAIR 144 JANITOR 119 120A DAYROOM & DORMS (ALL ON/OFF) 10 3 A h s h s h s h s 106A CHANGING ROOM 107 SHELL SPACE 123 11 5 A STORAGE 115 122A DRY STORAGE 103 12 3 A MOUNT SPEAKERS AT 12' AFF CAMERA C150 MOUNTED TO WALL BELOW STAIRS CAMERA C151 MOUNTED TO WALL ABOVE STAIRS, HEIGHT OF CAMERA IN SCHEDULE IS BASED ON STAIR LANDING S S 201 C 205A 204A 203A 201B 201A C201 C202 C203 C204 C205 C206 ELEV. 113 CORR. 201 STORAGE 203 ATTORNEY 204 TEMP. HOLDING 205 W STAIRS - MECH. 202 202 A 202A 113B s 201B 201A 201 201 201 205A h s h s201C h SE4.1 2 27" TOUCHSCREEN MONITOR 27" GENERAL VIDEO MONITOR VIDEO SURVEILLANCE STATION KEYBOARD AND MOUSE TOUCHSCREEN STATION MOUSE 27" CALL-UP MONITOR VIDEO SURVEILLANCE STATION KEYBOARD AND MOUSE MASTER INTERCOM STATION CONTROL STATION CPU (1) AND VIDEO SURVEILLANCE CPU (2). UPS POWER BY DIV 26, DATA DROP BY DIV 28 COORDINATE DESK SPACE WITH MECHANICAL CONTRACTOR FOR WATER MANAGEMENT MONITOR AND CPU AND WITH OWNER FOR OWNER'S EQUIPMENT 40" OVERHEAD VIDEO MONITOR 27" TOUCHSCREEN MONITOR 27" GENERAL VIDEO MONITOR VIDEO SURVEILLANCE STATION KEYBOARD AND MOUSE 27" CALL-UP MONITOR 40" OVERHEAD VIDEO MONITOR VIDEO SURVEILLANCE STATION KEYBOARD AND MOUSE MASTER INTERCOM STATION CONTROL STATION CPU (1) AND VIDEO SURVEILLANCE CPU (2). MOUNT IN LOCKABLE, VENTILATED ENCLOSURE TOUCHSCREEN STATION MOUSE UPS BACKED POWER (BY DIV 26) DATA OUTLET FOR SECURITY ELECTRONICS NETWORKS (BY DIV 28) HDMI OUTLET FOR SECURITY ELECTRONICS OVERHEAD MONITORS (BY DIV 28) SECURITY ELECTRONICS EQUIPMENT RACKS FLOOR SPACE FOR UPS AS NECESSARY, UPS BY DIV 26. COORDINATE SPACE REQUIREMENTS WITH DIV 26. ELECTRICAL UPS PANEL DISTRIBUTION AS NECESSARY, BY DIV 26. REFER TO ELECTRICAL DRAWINGS PLYWOOD ALL WALLS COOLING UNIT, BY DIV 23. REFER TO MECHANICAL DRAWINGS SE4.1 5 GROUNDING BUSS BAR BY DIVISION 26 CARD ACCESS ENCLOSURES AND POWER SUPPLY ENCLOSURES WALL SPACE FOR FM-200 SYSTEM, BY DIV 21. SECURITY ELECTRONICS EQUIPMENT RACKS CARD ACCESS ENCLOSURES AND POWER SUPPLY ENCLOSURES PLYWOOD ALL WALLS GROUNDING BUSS BAR BY DIVISION 26 12 GA METAL CEILING PANEL CAMERA MOUNT, SIZE TO FIT BETWEEN PANEL SUPPOTS 3/4" (MIN) FLEX CONDUIT, TRANSITION FROM FLEX TO RIGID AS NECESSARY. SUSPENDED ACOUSTICAL CEILING PANEL SUSPENDED CEILING SYSTEM "T" SUPPORT VANDAL RESISTANT DOME CAMERA CAMERA BACKBOX SECURITY FASTENER TO SECURE MOUNTING PLATE TO "T" FASTENER, PROVIDE AT ALL 4 CORNERS OF CEILING PANEL SUSPENDED CEILING WIRE SUPPORT, REFER TO ARCHITECTURAL 12 GA STEEL WIRE SUPPORT, PROVIDE AT ALL 4 CORNERS OF CEILING PANEL, FASTEN TO PANEL AND CEILING STRUCTURE 3/4" (MIN) CONDUIT TO NEAREST SECURITY ELECTRONICS EQUIPMENT ROOM CEILING STRUCTURE ABOVE, REFER TO ARCHITECTURAL VANDAL RESISTANT DOME CAMERA, MOUNT TO BACK BOX 3/4" (MIN) CONDUIT TO NEAREST SECURITY ELECTRONICS ROOM DEEP BACKBOXMETAL DECK SUPPORT ANGLE BEYOND CLOSED CELL METAL DECK SEAL JOINT WITH SECURITY SEALANT GYPBOARD WALL OR CEILING, REFER TO ARCHITECTURAL VANDAL RESISTANT DOME CAMERA CAMERA BACKBOX, SECURE TO CROSS MEMBER (AND STUD WHERE APPLICABLE) 3/4" (MIN) CONDUIT TO NEAREST SECURITY ELECTRONICS EQUIPMENT ROOM WALL OR CEILING STUD SUPPORT (TYPICAL), REFER TO ARCHITECTURAL CROSS MEMBER, MATCH STUD SUPPORT MATERIAL PLAN VIEW FOR WALL MOUNT SIDE VIEW FOR CEILING MOUNT VANDAL RESISTANT DOME CAMERA, MOUNT TO BACK BOX PLAN VIEW FOR WALL MOUNT SIDE VIEW FOR CEILING MOUNT AT ROUGH OR UNEVEN SURFACES, CHIP OFF HIGH SPOTS, GRIND SMOOTH, AND GROUT AS NECESSARY FOR A SMOOTH FLUSH MOUNTING, LEAVE 1/2" REVEAL ALL AROUND DEVICE FOR CLEAN AND NEAT APPEARANCE. SOLID WALL OR CEILING WITH ROUGH SURFACE, REFER TO ARCHITECTURAL DEEP BACKBOX 3/4" (MIN) RIGID CONDUIT TO NEAREST SECURITY ELECTRONICS EQUIPMENT ROOM VANDAL RESISTANT DOME CAMERA WALL SYSTEM, REFER TO ARCHITECTURAL 3/4" (MIN) CONDUIT TO NEAREST SECURITY ELECTRONICS EQUIPMENT ROOM DEEP CAMERA BACKBOX ANCHOR TO WALL PER MANUFACTURER'S RECOMMENDATIONS WEATHERPROOF PER MANUFACTURER'S RECOMMENDATIONS AT WET AND EXTERIOR LOCATIONS. REFER TO GENERAL NOTES FOR ADDITIONAL REQUIREMENTS FOR WET AND EXTERIOR LOCATIONS. AT ROUGH OR UNEVEN SURFACES, CHIP OFF HIGH SPOTS, GRIND SMOOTH, AND GROUT AS NECESSARY FOR A SMOOTH FLUSH MOUNTING, LEAVE STRAIGHT 1/2" REVEAL ALL AROUND DEVICE FOR CLEAN AND NEAT APPEARANCE. WALL ARM DOME CAMERA MOUNT, ROUTE CONDUCTORS THROUGH ARM TO BACK BOX. USE MANUFACTURER'S STANDARD WALL ARM SOLID WALL WITH ROUGH SURFACE, REFER TO ARCHITECTURAL DEEP BACKBOX 3/4" (MIN) CONDUIT TO NEAREST SECURITY ELECTRONICS EQUIPMENT ROOM CARD READER, REFER TO PLANS FOR LOCATION AT ROUGH OR UNEVEN SURFACES, CHIP OFF HIGH SPOTS, GRIND SMOOTH, AND GROUT AS NECESSARY FOR A SMOOTH FLUSH MOUNTING, LEAVE STRAIGHT 1/2" REVEAL ALL AROUND DEVICE FOR CLEAN AND NEAT APPEARANCE. 3/4 INCH CONDUIT FROM DOOR POSITION SWITCH BOX TO LOCK BOX, PROVIDED BY FRAME MANUFACTURER. MORTAR BOX WITH DOOR POSITION SWITCH (BY OTHERS). HARDWARE CONTRACTOR TO PROVIDE CONDUCTORS AND ALL CONNECTIONS FROM DOOR POSITION SWITCH TO LOCK. SECURITY ELECTRONICS CONTRACTOR TO PROVIDE CONDUIT HOME RUN AND WIRE TO NEAREST SECURITY ELECTRONICS EQUIPMENT ROOM INTERCOM IN MORTAR BOX. BOX AND CONDUIT IN FRAME BY OTHERS. HOME RUN WIRE TO NEAREST SECURITY ELECTRONICS EQUIPMENT ROOM. REFER TO PLANS FOR LOCATIONS. SINGLE INTERCOM SHOWN FOR CLARITY, PROVIDE QUANTITY AS INDICATED ON PLANS. INTERCOM TO BE MOUNTED IN FRAME AT 46" AFF ON CENTER. ELECTRO-MECHANICAL LOCK IN MORTAR BOX (BY OTHERS). SECURITY ELECTRONICS CONTRACTOR TO MAKE SINGLE POINT OF CONNECTION FROM LOCK AND HOME RUN FROM POINT OF CONNECTION TO SECURITY ELECTRONICS EQUIPMENT ROOM HOLLOW METAL FRAME (BY OTHERS) DOOR POSITION SWITCH AND MORTAR BACK BOX (BY OTHERS) CONDUIT AND WIRE HOME RUN TO SECURITY ELECTRONICS EQUIPMENT ROOM HOLLOW METAL FRAME (BY OTHERS) LATCH POSITION SWITCH AND MORTAR BACK BOX (BY OTHERS) SECURITY ELECTRONICS CONTRACTOR TO PROVIDE CONNECTION TO DOOR POSITION SWITCH AND WIRE IN SERIES WITH THE LATCH POSITION SWITCH SECURITY ELECTRONICS CONTRACTOR TO PROVIDE WIRE AND CONDUIT HOME RUN TO SECURITY ELECTRONICS EQUIPMENT ROOM WALL SYSTEM, REFER TO ARCHITECTURAL 3/4" (MIN) CONDUIT TO NEAREST SECURITY ELECTRONICS EQUIPMENT ROOM COUNTER TOP, REFER TO ARCHITECTURAL BACKBOX COVER PLATE WITH ADAPTOR FOR FLEX CONDUIT ATTACHMENT FLEX CONDUIT, SECURE TO COUNTERTOP DURESS BUTTON WITH KEY RESET AND BACKBOX, REFER TO PLANS FOR LOCATION. MOUNT 2" IN FROM EDGE OF COUNTER WITHIN REACH OF STAFF AND OUTSIDE OF KNEE SPACE SOLID WALL, REFER TO ARCHITECTURAL DEEP BACKBOX INTERCOM, MOUNT AT 48" AFF ON CENTER, REFER TO PLANS FOR LOCATION AT ROUGH OR UNEVEN SURFACES, CHIP OFF HIGH SPOTS, GRIND SMOOTH, AND GROUT AS NECESSARY FOR A SMOOTH FLUSH MOUNTING, LEAVE STRAIGHT 1/2" REVEAL ALL AROUND DEVICE FOR CLEAN AND NEAT APPEARANCE. 3/4" RIGID CONDUIT TO NEAREST SECURITY ELECTRONICS EQUIPMENT ROOM SECURE TO SEC PROVIDED UNISTRUT ABOVE CEILING UNISTRUT ABOVE, REFER TO ARCHITECTURAL FOR ADDITIONAL INFORMATION CEILING, REFER TO ARCHITECTURAL (FIELD VERIFY EXISTING CEILING CONDITIONS) SLIP MOUNTING FOR HEIGHT ADJUSTMENT BRACKET TO BE ADJUSTABLE TO TILT MONITOR TOWARDS OPERATOR UNIVERSAL OR VESA STANDARD MOUNTING BRACKET FOR MONITOR FOLLOW MANUFACTURER'S STANDARDS FOR MOUNTING AND WEIGHT REQUIREMENTS, SIZE BRACKET FOR MONITOR SIZE. SIMILAR TO MODEL LTCEIL20 OR APPROVED EQUAL. VANDAL RESISTANT PAGING SPEAKER, MOUNT TO BACK BOX 3/4" (MIN) CONDUIT TO NEAREST SECURITY ELECTRONICS EQUIPMENT ROOM SPEAKER SPECIALTY BACKBOX CEILING, REFER TO ARCHITECTURAL SEAL JOINT WITH SECURITY SEALANT IN INMATE ACCESSIBLE AREAS 12 GA METAL CEILING PANEL CAMERA MOUNT, SIZE TO FIT BETWEEN PANEL SUPPORTS 3/4" FLEX CONDUIT, TRANSITION FROM FLEX TO RIGID AS NECESSARY. SUSPENDED ACOUSTICAL CEILING PANEL SUSPENDED CEILING SYSTEM "T" SUPPORT SPEAKER SPECIALTY BACKBOX SECURITY FASTENER TO SECURE MOUNTING PLATE TO "T" FASTENER, PROVIDE AT ALL 4 CORNERS OF CEILING PANEL SUSPENDED CEILING WIRE SUPPORT, REFER TO ARCHITECTURAL 12 GA STEEL WIRE SUPPORT, PROVIDE AT ALL 4 CORNERS OF CEILING PANEL, FASTEN TO PANEL AND CEILING STRUCTURE 3/4" (MIN) CONDUIT TO NEAREST SECURITY ELECTRONICS EQUIPMENT ROOM CEILING STRUCTURE ABOVE, REFER TO ARCHITECTURAL VANDAL RESISTANT PAGING SPEAKER, MOUNT TO BACK BOX SOLID WALL, REFER TO ARCHITECTURAL DEEP BACKBOX 3/4" (MIN) CONDUIT TO NEAREST SECURITY ELECTRONICS EQUIPMENT ROOM DURESS PANIC BUTTON, MOUNT AT 48" AFF ON CENTER, REFER TO PLANS FOR LOCATION AT ROUGH OR UNEVEN SURFACES, CHIP OFF HIGH SPOTS, GRIND SMOOTH, AND GROUT AS NECESSARY FOR A SMOOTH FLUSH MOUNTING, LEAVE STRAIGHT 1/2" REVEAL ALL AROUND DEVICE FOR CLEAN AND NEAT APPEARANCE. COUNTERTOP AND MILLWORK SECURE ENCLOSURE OR MILLWORK ENCLOSURE FOR CPUS GENERIC DIAGRAMMATIC CONTROL STATION SHOWN, NOT ALL DETAILS WILL APPLY TO EACH CONTROL/VIDEO STATION POWER STRIP MOUNTED INSIDE ENCLOSURE POWER STRIP MOUNTED UNDER COUNTERTOP. MOUNT IN CPU ENCLOSURE IF UNDERCOUNTER MOUNTING IS NOT FEASIBLE ROUTE POWER/DISPLAY WIRES THRU GROMMET AND IN WIRE MOLD DESK MOUNTED MONITORS (GENERIC LAYOUT SHOWN) OVERHEAD MOUNTED MONITORS (GENERIC LAYOUT SHOWN) ROUTE POWER/DISPLAY WIRES IN CEILING AND IN WIRE MOLD OR CONDUIT DOWN TO CPU ENCLOSURE FLOOR POWER STRIPS, MONITOR CABLES, POWER CABLES, NETWORK CABLES, ETC. ARE NOT TO BE LEFT DRAPED, SITTING ON THE FLOOR, SITTING ON THE COUNTERTOPS, OR LEFT IN A DISORGANIZED FASHION. EVERY EFFORT IS TO BE MADE TO CREATE A CLEAN AND ORGANIZED FINAL INSTALLATION AT EACH CONTROL STATION. BACKBOX WITH HDMI RECEPTACLES (FEMALE), LOCATE NEXT TO ELECTRICAL OUTLET AT SAME HEIGHT. (MONOPRICE #7330 AS BASIS OF DESIGN, OR APPROVED EQUAL) BACKBOX WITH HDMI RECEPTACLES (FEMALE), LOCATE NEXT TO ELECTRICAL OUTLET IN CEILING AT SAME HEIGHT. (MONOPRICE #7330 AS BASIS OF DESIGN, OR APPROVED EQUAL) CONDUIT IN WALL FOR HDMI CABLES, SIZE TO ACCOMMODATE HDMI CABLE PULLS AND BEND RADIUS HDMI CABLES FOR VIDEO SURVEILLANCE MONITORS FROM CPUS HDMI CABLES FOR VIDEO SURVEILLANCE MONITORS FROM CPUS FINISH FLOOR FLUSH MOUNT DEEP BACK BOX WITH WEATHER PROOF COVER PLATE, MOUNT 6" AFF AND 6" AWAY FROM DOOR ROUTE STEEL WATER PROOF CABLE FROM BACK BOX TO DOOR CONTRACT 3/4" CONDUIT IN WALL, ROUTE TO NEAREST SECURITY ELECTRONICS EQUIPMENT ROOM COILING OVERHEAD DOOR, BY GATE CONTRACTOR COILING OVERHEAD DOOR CONTACT, COORDINATE INSTALLATION WITH GATE CONTRACTOR COILING OVERHEAD DOOR OPERATOR, BY GATE CONTRACTOR FLUSH MOUNT DEEP BACK BOX WITH WEATHER PROOF COVER PLATE, MOUNT NEXT TO DOOR OPERATOR CONTROL WIRING TO OVERHEAD DOOR OPERATOR, COORDINATE INTERFACE WITH GATE CONTRACTOR. ROUTE IN FLEX CONDUIT 3" SQUARE TUBE GUSSET (4 REQ) 8" SQUARE BASE PLATE CHAMFER GRADE 3/8" X 12" LONG GALVANIZED ANCHOR BOLTS (4 REQ) 3/4" (MIN) CONDUIT FROM PEDISTAL TO NEAREST SECURITY ELECTRONICS ROOM. SIZE AND QUANTITY OF CONDUIT AS NEEDED TO MEET ROUTING AND DEVICE NEEDS 18" ROUND X 60" DEEP CONCRETE FOOTING W/ REBAR CAGE FOR REINFORCEMENT (3,000 PSI) FACE OF CURB POWDER COATED FINISH. COORDINATE COLOR WITH ARCHITECT / OWNER #15 TORX SECURITY 1/4" HEX BIT (TYPICAL) 18 GAUGE WEATHER PROOF POLISHED STAINLESS STEEL ENCLOSURE, ADJ. SIZE TO ACCOMMODATE ACTUAL UNIT 0' - 7" 0' - 2 " 2' - 0" GRADE BEYOND FLUSH MOUNT UNIT WITH WEATHER RESISTANT BACK BOX. 0' - 3" 0' - 1 3/4" ADJUST DIMENSION AS NECESSARY TO KEEP THE PEDESTAL HOUSING 1" BEHIND THE FACE OF CURB 3' - 6 " WEATHER RESISTANT INTERCOM WITH CALL BUTTON, SEE SECURITY PLANS FOR ADDITIONAL DETAILS WEATHER PROTECTIVE SHROUD, INTEGRAL TO ENCLOSURE 18 GAUGE WEATHER PROOF POLISHED STAINLESS STEEL ENCLOSURE GROUND FOR THE SECURITY ELECTRONIC SYSTEM BY DIV 26 F&I GROUNDING CONDUCTORS FROM EACH RACK OR CABINET. REFER TO GROUNDING TABLE FOR CONDUCTOR AND CONDUIT SIZE PROVIDE COPPER GROUND BAR. BOND TO RACK (TYPICAL) CIRCUIT(S) FOR ENCLOSURES SIZED FOR THE EQUIPMENT. FURNISHED AND INSTALLED BY ELECTRICAL. COORDINATE WITH ELECTRICAL FOR MOUNTING, TERMINATING, AND SIZE REQUIREMENTS FOR SECURITY ELECTRONICS EQUIPMENT. (TYPICAL) SE C U R I T Y E L E C T R O N I C S E Q U I P M E N T R O O M 1 0 4 TV S S , B Y EL E C T R I C A L DISTRIBUTION PANEL, BY ELECTRICAL UPS POWER, BY ELECTRICAL. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL DETAILS EMERGENCY POWER. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL DETAILS RACK MOUNTED SURGE PROTECTION RACK MOUNTED SURGE PROTECTION PROVIDE COPPER GROUND BAR. BOND TO ENCLOSURE (TYPICAL) POWER AND GROUNDING FUNCTIONAL DIAGRAM ALL SWITCHING POWER AND CONTROL TO BE FROM THE SECURITY ELECTRONICS EQUIPMENT. DOOR LOCK POWER TO REMAIN ON GENERATOR BACKUP POWER AND NOT ON UPS BACKED POWER. OF F I C E R C O N T R O L S T A T I O N 1 2 6 ACCESS CONTROL ENCLOSURE ACCESS CONTROL POWER ENCLOSURE (HARDWIRE POWER CONNECTIONS) ACCESS CONTROL ENCLOSURE ACCESS CONTROL POWER ENCLOSURE (HARDWIRE POWER CONNECTIONS) SE C U R I T Y E L E C T R O N I C S P L C E Q U I P M E N T R A C K TV S S , B Y EL E C T R I C A L GENERATOR BACKUP POWER DISTRIBUTION PANEL, BY ELECTRICAL SE C U R I T Y E L E C T R O N I C S N E T W O R K , V I D E O S U R V E I L L A N C E , AN D I N T E R C O M E Q U I P M E N T R A C K FOR LOCK POWER CIRCUIT(S) FOR LOCK POWER SIZED FOR THE LOCKS. FURNISHED AND INSTALLED BY ELECTRICAL. COORDINATE WITH ELECTRICAL FOR MOUNTING, TERMINATING, AND SIZE REQUIREMENTS FOR LOCK POWER. (TYPICAL) GROUND BUSS BAR, UTILIZE FOR SYSTEM GROUND CONNECTIONS. TO BE PROVIDED BY DIVISION 26. OF F I C E R C O N T R O L S T A T I O N DUPLEX RECEPTACLE(S) FOR SECURITY ELECTRONICS CONTROL STATION EQUIPMENT, BY ELECTRICAL SURGE PROTECTION, SIZE AND QUANTITY AS NEEDED FOR EQUIPMENT VIDEO SURVEILLANCE 27" SPOT MONITOR CONTROL STATION CPU VIDEO SURVEILLANCE 27" GENERAL MONITOR VIDEO SURVEILLANCE 40" OVERHEAD MONITOR VIDEO SURVEILLANCE CPU CONTROL STATION 24" TOUCHSCREEN VIDEO SURVEILLANCE CPU ELECTRICAL TO PROVIDE DUPLEX RECEPTICLE FOR CEILING MOUNTED EQUIPMENT, COORDINATE WITH ELECTRICAL FOR FINAL MOUNTING LOCATION TBB/GE/BCT LENGTH (FEET) MINIMUM CONDUIT SIZE (INCHES) CONDUCTOR SIZE (AWG) GROUNDING TABLE LESS THAN 13 13 THRU 19 20 THRU 25 26 THRU 32 33 THRU 40 41 THRU 51 52 THRU 66 GREATER THAN 66 3/4 1 1 1 1/4 1 1/4 1 1/2 1 1/2 4 3 2 1 1/0 2/0 3/0 3/4 6 PLC NETWORK SWITCH VIDEO SURVEILLANCE NETWORK SWITCH (POE) CAT6 PATCH PANEL PO W E R I/ O M O D U L E DEVICE CONTROL WIRE (REFER TO SECURITY ELECTRONICS PLANS FOR DEVICE LOCATIONS AND QUANTITIES. LINES INDICATE DEVICE SPECIFIC WIRING. REFER TO SPECIFICATIONS, MANUFACTURER REQUIREMENTS, AND SYMBOLS LEGEND) CAMERA WIRE (REFER TO SECURITY ELECTRONICS PLANS FOR CAMERA LOCATIONS AND QUANTITIES. LINES INDICATE CAT6 WIRE TO CAMERAS. REFER TO SPECIFICATIONS, MANUFACTURER REQUIREMENTS, AND SYMBOLS LEGEND) CAT6 CAT6 (DISTRIBUTE EQUIPMENT AMONGST RACKS UNLESS NOTED OTHERWISE) CAT6 PATCH CABLE CAT6 DIGITAL COMMUNICATIONS CONTROLLER OVERALL FUNCTIONAL DIAGRAM VIDEO SURVEILLANCE STORAGE ARRAYS, SIZE TO SPECIFICATION REQUIREMENTS VIDEO MANAGEMENT SYSTEM SERVER VI D E O A N D C O N T R O L S N E T W O R K C O N N E C T I O N TO A D M I N I S T R A T I V E / M A I N T E N A N C E C O M P U T E R ADMIN / MAINTENANCE RACK MOUNTED KVM AND CPU (CONNECT TO CONTROLS AND VIDEO NETWORKS) CA T 6 I/ O M O D U L E I/ O M O D U L E I/ O M O D U L E I/ O M O D U L E I/ O M O D U L E CP U CAT6 PATCH CABLE CAT6 PATCH PANEL DIGITAL COMMUNICATIONS EXTENDER TALK BACK EXPANDER TE R M I N A L BL O C K ( S ) TE R M I N A L BL O C K ( S ) PLC CONTROLLER CONTROL RELAYS TERMINALS SECURITY ELECTRONICS ROOM 104OFFICER CONTROL STATION 126 27" GENERAL VIDEO MONITOR MASTER INTERCOM STATION WITH PTT 24" CONTROL STATION MONITOR 27" CALL-UP MONITOR 40" GENERAL VIDEO MONITOR CPUCPUCPU CAT6 CA T 6 C O N N E C T I O N B E T W E E N N E T W O R K S ACCESS CONTROL ENCLOSURE RS-485 ACCESS CONTROL ENCLOSURE RE F E R T O E L E C T R O N I C S E C U R I T Y S Y S T E M S I T E P L A N A N D F L O O R P L A N S F O R DE V I C E L O C A T I O N S A N D Q U A N T I T I E S . L I N E S I N D I C A T E D E V I C E S P E C I F I C W I R I N G , RE F E R T O S P E C I F I C A T I O N S A N D M A N U F A C T U R E R R E Q U I R E M E N T S . S TELEPHONE BOARD BY DIV. 26, REFER TO DIV. 26 PLANS TELEPHONE CONTROL RELAY CABINET ELECTRICAL PANEL BY DIV. 26, REFER TO DIV. 26 PLANS UTILITY CONTROL CONTACTOR CABINET ELEVATOR CONTROLLER ENCLOSURE, BY ELEVATOR CONTRACTOR ELEVATOR CONTROL RELAY CABINET ELECTRICAL ROOM, REFER TO DIV 26 FOR FINAL LOCATIONS ELEVATOR EQUIPMENT ROOM CONDUIT AND CONDUCTORS OUT TO PANEL. PROVIDE OUTPUT FOR CONTROLS TYPICAL SITE PEDESTAL FOR SECURITY ELECTRONICS DEVICES, REFER TO SE PLANS FOR ADDITIONAL DETAILS. PROVIDE SURGE PROTECTION TO ALL EXTERIOR DEVICES. IP CAMERAS IP CAMERAS IP CAMERA ELEVATOR CABELEVATOR MACHINE ROOM CAT6 TO COAX MEDIA CONVERTER (BASE UNIT). HIGHWIRE POWERSTAR VHW-HWPS-B (OR APPROVED EQUAL) COAX IN TRAVELER CABLE, COORDINATE WITH ELEVATOR CONTRACTOR CAT6CAT6 NOTE: COORDINATE INSTALLATION AND CONNECTION OF ELEVATOR CAB DEVICES WITH ELEVATOR CONTRACTOR IP CAMERAS KVM CPU CAT6 TO COAX MEDIA CONVERTER (CAMERA UNIT). HIGHWIRE POWERSTAR VHW-HWPS-C (OR APPROVED EQUAL) CARD READERS (SEE PLANS FOR LOCATIONS) ACCESS CONTROL CABINET(S) DPS/LPSPLC EQUIPMENT LOCK REX CONDUIT AND WIRE BY DIV 28 (EXISTING CONDUIT AND WIRING TO REMAIN WHERE APPLICABLE) CONDUIT, DEVICE, AND WIRE BY DIV 28 DRY CONTACT TO PLC FOR INDICATION OF A POSITIVE CARD READ AT OPENING. WIRE FROM ACS CABINET TO PLC SYSTEM BY DIV 28 DEVICES BY DIVISION 8, REFER TO ARCHITECTURAL AND SPECIFICATIONS FOR ADDITIONAL DETAILS ACCESS CONTROL SYSTEM FUNCTIONAL DIAGRAM TYPICAL CARD READ DOOR ELEVATOR CONTROL FUNCTIONAL DIAGRAM ELEVATOR CONTROL RELAY CABINET. RELAYS AND PLC CONTROL WIRES F&I BY SEC CX AUXILIARY ELEVATOR CONTROLLER INPUT (CONTROLLER BY OTHERS) GENERAL NOTES: 1.CONTACTORS ARE TO BE MOUNTED IN HINGED LOCKABLE NEMA 1 ENCLOSURES. THEY ARE TO BE MECHANICALLY HELD, ELECTRICALLY OPERATED CONTACTORS WITH LOW VOLTAGE THREE WIRE CONTROL AND AUXILIARY CONTACTS FOR REMOTE MONITORING AND CONTROL FROM THE TOUCH SCREEN CONTROL CONSOLES. 2.F&I CONTROL AND MONITORING THROUGH THE PLC / TOUCH SCREEN SYSTEM FOR CONTROL AND MONITORING OF THE ELEVATOR AS FOLLOWS: CALLING ELEVATOR (1ST AND 2ND FLOOR), DOOR OPEN CONTROL AND INDICATION (1ST AND 2ND FLOOR), DOOR CLOSE CONTROL AND INDICATION (1ST AND 2ND FLOOR), INTERCOM SELECT, INTERCOM RESET, CAMERA SELECT, AND LEVEL INDICATION (1ST AND 2ND FLOOR). 3. 4.COORDINATE ALL CONNECTIONS AND CONTROL REQUIREMENTS WITH ELEVATOR CONTRACTOR. (INCLUDING BUT NOT LIMITED TO ADDITIONAL TRAVEL CABLE(S) AND ADDITIONAL I/O BOARD(S) FOR THE ELEVATOR CONTROLLER) CX CONTACT COIL LEGEND ELEVATOR CONTROL CONTACTOR CABINET INTERCOM IN EACH ELEVATOR LOBBY AND INSIDE THE ELEVATOR CAB. CAMERA INSIDE THE ELEVATOR CAB. CX CONTROL WIRING TO SECURITY ELECTRONICS EQUIPMENT ROOM FOR ELEVATOR CONTROL MONITOR WIRING TO SECURITY ELECTRONICS EQUIPMENT ROOM FOR ELEVATOR MONITORING AUXILIARY ELEVATOR CONTROLLER OUTPUT (CONTROLLER BY OTHERS) ELEVATOR CONTROL BOARD ENCLOSURE IN ELEVATOR EQUIPMENT ROOM TELEPHONE CONTROL FUNCTIONAL DIAGRAM TELEPHONE RELAY CONTROL PANEL ELEVATION CONTROL RELAYS, PROVIDE 20% ADDITIONAL SPARES TELEPHONE PUNCHDOWN BLOCKS IN TELECOM ROOM, BY TELECOM CONTRACTOR TELEPHONE CONTROL RELAY CABINET MOUNTED NEXT TO TELEPHONE BOARD, COORDINATE WITH TELECOM CONTRACTOR 24VDC COMCX M.O.V. CONTROL BY PLC OUTPUT IN C O M I N G L I N E S F R O M TE L E P H O N E C O M P A N Y OU T G O I N G L I N E S T O ST A T I O N E Q U I P M E N T PUNCHBLOCK ROWS B * A D * C * A/B AND C/D ARE ELECTRICALLY CONNECTED TELEPHONE PUNCHDOWN - ON "B" CLIP FOR IN AND ON "C" CLIP FOR OUT GENERAL NOTES: 1.RELAYS ARE TO BE MOUNTED IN HINGED LOCKABLE NEMA 1 ENCLOSURE. THEY ARE TO BE CONTROLLED AND MONITORED FROM THE TOUCH SCREEN CONTROL CONSOLES. 2.CONTROLS THROUGH THE PLC / TOUCH SCREEN SYSTEM, REFER TO FLOOR PLANS FOR LOCATIONS. 3.RELAY CABINET SHOULD BE SIZED AS NECESSARY TO ACCOMMODATE CONTROL EQUIPMENT. FROM ELECTRONIC SECURITY EQUIPMENT ROOM CX CONTACT COIL M.O.V. LEGEND TELEPHONE BOARD IN THE TELECOM ROOM OUTLET CONTACTOR FUNCTIONAL DIAGRAM UTILITY CONTROL CONTACTOR CABINET AND CONTACTORS F&I BY DIV 26. CONTROL WIRING BY DIV 28. POWER PANEL AND POWER CIRCUIT WIRES PROVIDED BY ELECTRICAL CONTRACTOR. TO CONTROLLED LOAD BY ELECTRICAL CONTRACTOR ELECTRICAL PANEL, SEE ELECTRICAL CX NEUTRAL GROUND F&I CONTROL AND INDICATION WIRING TO ELECTRONIC SECURITY EQUIPMENT ROOM GENERAL NOTES: 1.CONTACTORS ARE TO BE MOUNTED IN HINGED LOCKABLE NEMA 1 ENCLOSURES. THEY ARE TO BE MECHANICALLY HELD, ELECTRICALLY OPERATED UTILITY CONTACTORS WITH LOW VOLTAGE THREE WIRE CONTROL AND AUXILIARY CONTACTS FOR REMOTE MONITORING. CONTACTORS TO BE CONTROLLED AND MONITORED FROM THE TOUCH SCREEN CONTROL CONSOLES. 2.F&I CONTROLS THROUGH THE PLC / TOUCH SCREEN SYSTEM; CONTROLS FOR: OUTLETS AND LIGHTING CONTROL AS INDICATED ON THE SECURITY ELECTRONICS AND ELECTRICAL FLOOR PLANS. 3.CONTACTOR PANELS SHOULD BE SIZED AS NECESSARY TO SUPPORT CONTROLLED CIRCUITS. CX CONTACT COIL CIRCUIT BREAKER LEGEND UTILITY CONTROL CONTACTOR CABINET 4.OUTLET CONTROL AS FOLLOWS: PROVIDE INDIVIDUAL CONTROL OF EACH OUTLET AS INDICATED BY THE TV OUTLET CONTROL SYMBOL ON THE SECURITY ELECTRONICS AND ELECTRICAL FLOOR PLANS. UTILITY CONTACTOR CABINET MECHANICALLY HELD, ELECTRICALLY OPERATED UTILITY CONTACTOR WITH LOW VOLTAGE THREE WIRE CONTROL (TYP). PROVIDE QUANTITY AS REQUIRED. ELECTRICAL PANEL, REFER TO ELECTRICAL FOR LOCATION UTILITY CONTROL RELAY CABINET, MOUNT NEXT TO ELECTRICAL PANEL, REFER TO ELECTRICAL FOR LOCATION