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HomeMy WebLinkAboutPLANS - 06-00273 - Porter Park - Splash Park & RestroomsS PLA SH I 1/• GENERAL NOTES: 1. All electrical work to be performed or oversaw by a State of Idaho Licenced Electrician. 2. All plumbing to be performed or oversaw by a State of Idaho Licenced Plumber. 3. All other materials shall be provided by Contractor. 4. Elevation 4863.8 ft =I 00.0 VICINITY MAP ?OJECT ?CATION CITY OF REXBURG PROJECT LOCATION MAP � J INDEX PG 1 TITLE PAGE/ LOCATION MAP PG 2 GENERAL NOTES PG 3 FOUNDATION PLAN PG 4 FLOOR PLAN PG 5 ELEVATIONS PG 6 INSULATION & MISC. DETAILS PG 7 DETAILS PG S ELECTRICAL PG 9 ELECTRICAL PG 10 ELECTRICAL PG 11 ELECTRICAL PG 12 PLUMBING PG 13 FINISHING SCHEDULE !ENGINEER - ��C,IS T ti � �s GENERAL NOTES: GENERAL 1. THESE ARE GENERAL NOTES THAT APPLY TO THE PROJECT EXCEPT WHERE MORE SPECIFIC INFORMATION IS INDICATED ON DRAWINGS OR IN SPECIFICATIONS. 2. CONSTRUCTION SHALL CONFORM WITH LATEST EDITION OF THE UNIFORM BUILDING CODE EXCEPT WHERE THE FOLLOWING NOTES OR OTHER APPLICABLE CODES ARE MORE RESTRICTIVE. CIVIL 1. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, EXISTING ASPHALT PAVING, AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR SHALL BE REPAIRED AT HIS EXPENSE. 2. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR COMPACTION AND ANY DUST PREVENTION MEASURES. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES, WATER FOR CONSTRUCTION WASTE SITE(S), AND ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPERLY CONSTRUCTING THE PROJECT. FOUNDATIONS AND BACK FILL 1. GRANULAR MATERIAL WILL BE FURNISHED PLACED AND COMPACTED BY THE OWNER. 2. COMPACTION OF STRUCTURAL FILL BENEATH FLOOR SLAB ON GRADE, AND FOUNDATIONS WILL BE DONE BY THE CITY. STRUCTURAL 1. DESIGN LIVE LOADS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND SPECIAL PROJECT REQUIREMENTS AS DETERMINED BY THE ENGINEER. 9. TOLERANCE IN PLACING REINFORCING SHALL BE 1/4 99 FOR MEMBERS 24" OR LESS IN DEPTH AND 1/2 99 FOR MEMBERS MORE THAN 24" IN DEPTH. 10. CLIPS OR SUPPORTS SHALL NOT BE PLACES IN CONTACT WITH FORMS OR SUBGRADE. CONCRETE BLOCKS OR DOBBIES USED TO SUPPORT BARS SHALL BE PLACED IN SUFFICIENT NUMBERS TO PREVENT SETTLEMENT BUT THEY SHOULD NOT BE CONTINUOUS. 11. IN RESTRICTED AREAS WHERE REBARS CANNOT EXTEND AS FAR AS REQUIRED DUE TO ADJACENT STRUCTURES, EXTEND AS FAR AS POSSIBLE AND END IN STANDARD HOOKS. 12. BARS ENDING IN HOOKS OR RIGHT ANGLES SHALL CONFORM TO ACI BUILDING CODE. LATEST EDITION. 13. PROVIDE 2" MIN. CLEARANCE BETWEEN BARS WITH ACCESSORIES AND PIPES, FLANGES OR METAL PARTS EMBEDDED IN CONCRETE. 14. GROUT CLEANED FINISH PER SPECIFICATIONS 03300 ON ALL EXPOSED CONC. 15. NO WELDING OF REINFORCING BARS SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE ENGINEER. 16. SPLICES IN WALL AND /OR FOOTING REINFORCEMENT SHALL BE STAGGERED 4' -0" ON CENTER, AS A MINIMUM. UNLESS NOTED OTHERWISE. 17. SAWCUT JOINTS 4 TO 2' DEEP AS SHOWN WALL NOTES A. SNOW LOADS 40 LBS. PER SQUARE FOOT. 1. EXTERIOR WALLS SHALL BE 2X6 @ 16" O.C. B. THIS PROJECT IS IN SEISMIC ZONE 3. AND SHALL BE SHEATHED WITH 1s" OSB AND NAILED WITH C. BUILDING FLOOR SLABS ARE DESIGNED FOR 100 LBS. PER SQUARE FOOT. 8D NAILS ® 6" O.C. EDGE AND 12" O.C. @ INTERMEDIATE STUDS. 2" FOR SURFACES EXPOSED TO WEATHER BLOCK ALL PANEL JOINTS. 2. PROVIDE DOWELS OUT OF FOOTINGS FOR ALL WALL AND COLUMN REINFORCING. WITH NO. 6 BARS & LARGER 2" DOWELS TO BE SAME SIZE AND SPACING AS WALL AND COLUMN REINFORCING. 2. SILL PLATE SHALL BE PRESSURE TREATED. CONCRETE & REINFORCING STEEL 3. ANCHOR BOLTS SHALL BE i" Dia. @ 4' -0" O.C. WITH 2X2XA PL WASHER. EMBED 12 MINIMUM. 1. CONCRETE SHALL BE 4000 PSI WITH 4 f 1 % AIR CONTENT. WATER /CEMENT RATIO SHALL BE 0.45 OR LESS. 4. INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. 2. REINFORCING STEEL SHALL BE DEFORMED BILLET BARS MEETING THE REQUIREMENTS OF SPECIFICATIONS FOR DEFORMED BILLET -STEEL BARS FOR CONCRETE REINFORCEMENT, ASTM A615, GRADE 60 EXCEPT STIRRUPS AND TIES -GRADE 40. 3. FABRICATION AND PLACING OF REINFORCING BARS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES ACI -315, LATEST EDITION. 4. SHOP DRAWINGS SHALL BE REQUIRED FOR ALL REINFORCING STEEL, AND SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW BEFORE FABRICATION. 5. ALL FASTENERS IN PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED PER IBC 6. REINFORCE BEHIND WALL FIXTURES HVAC NOTES 1. ALL HVAC EQUIPMENT TO BE UL LISTED. 2. PROPERLY SEAL DUCTWORK AND ROOF PENETRATIONS WITH FLASHING AND SMACNA CLASS SEALANT. 3. ALL LINE VOLTAGE WIRING BY ELECTRICAL CONTRACTOR PER ELECTRICAL DWGS AND SPECS. 5. REINFORCE ALL CONCRETE WITH A MINIMUM OF 1/4 OF 1% CROSS SECTION EACH EACH WAY UNLESS NOTED OTHERWISE. 4. ALL LOW VOLTAGE WIRING BY MECHANICAL CONTRACTOR PER MECH DWGS AND SPECS. 6. ALL LAP SPLICES SHALL BE 36 BAR DIAMETERS (MINIMUM 24 ") UNLESS NOTED 5. ALL LOW VOLTAGE WIRING SHALL BE PLENUM RATED OR INSTALLED IN CONDUIT BY OTHERWISE. MECHANICAL CONTRACTOR, 7. PROVIDE CORNER BARS FOR ALL HORIZONTAL REINFORCING: BARS TO BE THE SAME SIZE AND SPACING AS HORIZONTAL REINFORCING UNLESS OTHERWISE SHOWN. 8. UNLESS INDICATED OTHERWISE ON THE DRAWINGS, MINIMUM CONCRETE COVER OVER REINFORCING BARS SHALL BE: FOR CONCRETE CAST AGAINST EARTH 3" FOR SURFACES IN CONTACT WITH EARTH WALLS BEAMS COLUMNS 2" SLABS, WITH NO 5 BARS & SMALLER 1-1/2 Is SLABS WITH NO. 6 BARS & LARGER 2" FOR SURFACES IN CONTACT WITH WATER 2" FOR SURFACES EXPOSED TO WEATHER WITH NO 5 BARS & SMALLER 1-1/2 WITH NO. 6 BARS & LARGER 2" FOR UNDERSIDE OF SLABS OVER WATER IN ENCLOSED CONDUITS, BEAMS & COLUMNS NOT IN CONTACT WITH EARTH OR WATER OR EXPOSED TO WEATHER 1 -1 /2" FOR ALL INTERIOR SURFACES NOT IN CONTACT WITH WATER OR EARTH 1 " Firm Name and Address CITY OF REX_j'3U_j rw < mane a`s .Family Com munl y Description GENERAL NOTES Date Sheet 5 -8 -06 Plot Scale Scale 1 = 32 NO SCALE G 6. CONDUIT RUN BY ELECTRICAL CONTRACTOR: WORK SHALL CONFORM TO DIV. 16 SPECIFICATIONS. THE ENTIRE INSTALLATION SHALL COMPLY WITH ALL LOCAL AND STATE CODES AND OTHER AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL SECURE, PAY AND SCHEDULE ALL PERMITS, FEES, OUTAGES AND INSPECTIONS. 7. ELECTRICAL COMPONENTS TO BE SPECIFICATION GRADE HUBBELL OR LEVITOR OR EQUAL U.N.O. 43' -2" 21-0 4' -11 14' -0"' 7t -54fl - -- 1 ------ - - - - - -- I I I I I I It r I I I I I' = I I I I I I I I I I I I I ! I I I I I I I i I I I I I I I I I I I I I I I I I I I I f I I I I I I I I I I I I I I I I I I I I I I I f I I I I I I I I I i I I I I I I I I I I I I I ----- - - - - -J 00 ��W --------- CONTINUOUS ALONG PERIMETER. FOUNDATION PLAN SCALE: 1/2" = 1' -0" GENERAL NOTES 1) OWNER TO DO ALL EXCAVATION, GRANULAR BARROW, AND GRADING FOR THE BUILDING. 2) MECHANICAL CONTRACTOR TO DO ALL EXCAVATION AND BACKFILLL FOR MECHANICAL WORK. 3) OWNER TO MAKE CONNECTIONS TO BUILDING UTILITIES TO WITHIN 5' OF BUILDING. 4) OWNER TO PAY FOR ALL BUILDING PERMAITS EXCEPT ELECTRICAL. 5 1/2" TALL CONCRETE CURB BETWEEN ROOMS WITH 244 HORIZONTAL AND #4 DOWELS AT F -0" o.c. TO FLOOR. It 42' -5" 4 " 20' -62 3' -4„ 14' -82„ 14' -7" 2'X2' LOUVER AND SCREEN (COLOR TO MATCH) 100 6 ' -3 2„ 2 1_ 0 „ 1� 0 100 o (2) 2x2 VENT PLACED PER IMC 6' -0" 6X6 POST ( U O o 0 0 0 COMPLETED BY OWNER 0 FINISHED N N 2x4 INTERIOR WALLS. °- r i01 W O 0 C N 103 Q _ o 7BAR 4- SS GRA PER ADA R EQUIREMENTS (TYP) BOBRICK METAL MODEL S -16 PARTITION 102 DIRECT DRIVE 2600 cfm EXAHUST w OR EQUAL (TYP) FAN W/ LOUVER & SCREEN 105 0 102 (COLOR TO MATCH) 5 ��NGINEE , i„ 2 -92 21' -4" �� C A,02 A o 6 RESTROOM FLOOR PLAN 6' -10" SCALE: 1/2" = 1' -0" HN W P � FINISHED 2x6 EXTERIOR 6' -8 WALLS Descri tion 2 Firm Name and Address Project Name and Address p o� SEX CITY O F CITY OF REXBURG FLOOR PLAN SPLASH PARK Date Shee LEGEND U o '' R FLOOR PLAN 5 -8 -06 � = WALL INSULATION (P,, Plot Scale Scale e 3 America's Family Community 1 = 24 1/2" = 1' - 4 1 III :T x4" A36 PLATE EA. SIDE W/ (2) A307 THRU BOLTS POWDER COAT FINISH F-6" MEN SCALE: 3/8" = F-0" 6 OSB SHEATHING W/ 15# FELT UNDER UINA-CLAD 24 GAUGE METAL ROOFING UC- I STANDING SEAM METAL ROOFING SYSTEMS WITH BATTENS OR APPROVED EQUAL. RPL'US TECHNOLOGY )1PLANK LAP SIDING .RMILL WITH 7" EXPOSURE WARM SPRINGS LEDGE STONE (ELDORADO STONE) -------------------------- ---------------- -1 ---------------- BACK ELEVATION VIEW SCALE: 3/8" = 1' -0" IN _F" Description ELEVATIONS Date Sheet 5-8-06 Plot Scale Scale 3/8 11 1 1- 0 11 5 15# ROOF FELT 5/8" OSB SHEETHING RAISED SEAM METAL ROOF TRUSS CLIPS 48" O.C. VENTED SOFFIT ? t1 2x6 (I� 16" O.C. I6 OSB 5i8 GREEN BOARD & 15# TYVEK R -19 BATT INSULATION #4 REBAR 18" O.C. BOTH DIRECTIONS 2x6 PT SILL PLATE W/ 5/8 " o.c. A.B. @ 4' -0" O.C. /-4" CONCRETE SLAB �� • I 1 11 1 1 t �Y •• 1 1° COMPACTED GRANULAR BORROW PLACED UNDER SLAB BY OTHERS 2 #4 REBAR AROUND PERIMETER FAI 1' -0" CROSS SECTION & FOUNDATION DETAILS SCALE: 3/8" = F -0" __ - - - - -_ - - - -- - - - - -- - -- -- -- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - ___ -_ -------- -- ° - - -- - -- -- -- - a -- - -- -- - - - --- -- - --- --- -- - - -- - - - -- ° - - -- - e - -- - -- -- _ - -- a ° ° d ° 4 a ° n ° ° -- -- -- -- I I ° - - - - - - ° ° ( 4 _(- °— — — u - - 1 1 r —. — — - — — — - — — — - — — —� — — — — -� 4_ — -� ( ° '61 F— — c - — —. — — — — — 77 - — ° I I I ° ° a ° I, e° ° ° ° a a ° ° ° a - -_- -- - - -- 1 ( I i ° °° 41 FOUNDATION a YERI METER. = - -- ___= 1 4 1 1 4 1 I i° ° a d d v1 ° ° a n d °° n 4 1 c l I l a 4 e6 a° 4 1 A �° l © v d a a (° ° °Q _ _ a . ° ( �1 a G ° a 1 I ° I I ° ° I PUMP P IT - - - - 1 I 1 4 d G a ° I I Q 1 ° 1 °e d IG I I °° - - -- 4 a i I 4 °4 ° ---- I ° I G (, I a I I an d I ( a I l °° d d a° ° ° a - - -_ a I n! ° d 4 a I t i I 4 I b ° °.---- d 1 1 j (Q. - a4 I 1 I. I °. n a l 1 ! - Q - ° ° - - -- I ° i 4 ° I �d Q 1 I ° ° a I c 9 Id ( cd ° 1 ° on z - - -- nQ d d 1 =___ 4 ° ° =___ ° ° -- -- ____ I 1 i° I i l a _ ° - -- - - -- ° I I a n i I G a d° al 1 ( a 4a 4 I I I I I i a G ° d 4 I I I I a d d q 44 1 I ( I 4 4 a °° ° a n 1 I lc p d I I b ( ° a In 1 4 4 I I n a a 4 a I 1 -___ d I c ° ° ( 1 ° I I n ° I d I ° a ° Q° ° c Ia I 1 I a d ° I i I 14 I 4 a d d ° G d (� d I n a I I I I ° ° 4 ° I G I n 1 I 4 a c °c ° Q - ___ _ - -_ a 4 ° 4° G a na ° a G ° 4 i i° ( a b ° d a d 4 n Q d ° d a ° , l ( ° i I I I d ° 4 ° a s dl n I 1 n ° a 4 I I h ( Q° ° c ° a ° 4 a 4 ( I -___ - da d4 ° d I ( a a 4 a d - - -- ___ -d d ° 4 _ I 1 1 i I a ° n -- - - - - - - d ° d 6 a d ) I I I a ° ° ° ° d a n 4 4 a i° - _-- - -__ -- - - -- ° c ( I n I a I a l a 4 ( ( a d) ° h a a -- ---- - --- -- - - -- d ° a I I a 4d 40 " - - - - -- -- d — - — -__ - - - -_ -- - - -- d 4 a d 4 a -- a L - - -- _J4 L----- ° -- - - - - -- ° - - - - -- - -� ___ L------ - - - - -- _ - - - - -- = -- — - -- a - - - -- - -- _ - -- d - - - -- a Q a� ° d a 4 .-- ° ° ° ° 4d - - - G ° ° ° 4 ° d ° 4° ° ° n 4 d — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. - _ - _ _ _ _ _ ._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - N- --------- - - - - -- --- __ ___________ ___________ _ _ __ __ __ ________ ____ __ _____________ _____ __________________________ _______---- ---------------------------------- -- - - - - -- - - -- Q TABLE R403.3 MINIMUM INSULATION REQUIREMENTS FOR FROST - PROTECTED FOOTINGS IN HEATED BUILDINGSa FLASHING PER SECTION R703.8 (NOTE - EAST SIDE ONLY) INSULATION PROTECTION PER SECTION R403.3.1 SLAB - ON - GROUND FOUNDATION FLOOR PER SECTIONS R403.1 AND R506 USE SLOPE FINAL GRADE PER SECTION R403.3.3 3W ° a =1 11 =1 11 =1 I Ed 11 =1 11 =1 l 1 =1 11 =1 i 1 =f o. III —I 11 —I i I— III — III —I i I —! i 1 -! 11 =11! =1 —I ! I� 11 ={ I I —i I f-1 11 =1 11 =1! i=1 I —III o —I I i =1 ! !_! P I7 a o AIR FREEZING INDEX (° F- DAYS)b VERTICAL INSULATIO R -VALUE c,d HORIZONTAL INSULATION R- VALUEc,e HORIZONTAL INSULATION DIMENSIONS PER FIGURE R403.3(1) (inches) Along walls At corners A B C 2,500 1 j6 1.7 4.9M ELL2M 24 40 NOTE: (SEE 2003 INTERNATIONAL RESIDENTIAL CODE) VERTICAL WALL INSULATIONa HORIZONTAL INSULATIONa NOMINAL 4 IN. SCREENED AND WASHED GRAVEL OR CRUSHED STONE DRAINED PER SECTION R403.3.3 NOTE: REFERENCE (2003 INTERNATIONAL RESIDENTIAL CODE) INSULATION DETAIL CROSS SECTION HORIZONTAL INSULATION PLAN SCALE: 3/8" = F -0" o v a� m 1 , r � 3 1 j s H E D ! 6 Firm Name and Address CITY OF REXBURG Cw America's Family Community Name and Address CITY OF REXBURG INSULATION & MISC. DETAILS U Description INSULATION & DETAILS Date Sheet 5 -8 -06 Plot Scale Scale 1 = 32 AS NOTE 6 SCALE: NO SCALE (SEE INSULATION DETAIL BELLOW) TRUSSES @24" O.C. 2X8 @ 24" O.C. 2X BLOCKING 2X8 NAILER HUS26 HANGEE 2X NAILER FRAME TO BE 2 x 4 5 WITH 9" OSB I X6 PINE COVERED WITH LAP FINISH 6"X 6" POST SIDING FRONT AND GABLE END TRUSS TY ---------- ------- ------------- SEMI-TRANSPARENT BACK ---------- --- ----------- ------ EACH END -- - ------ --------- - - --- ------- ------ - ----- -------------- - ----------------- ---------------- ---------------- ------- --------- --------- -------- ---- - ----------- --------- M.. --------- ------ ----- - --- ----------------- ------ ------ - ---------- ------ ---- STAIN FINISH ------ -- --BLOWN IN DBL TOP PLATE INSULATION 11 R-30 3" CONCRETE CAP 6X6 POST (2) 2X6 W/ ATTACH WITH W/45 DEGREE EDGE A35 CLIP EACH SIDE. R - 19 BATT INSULATION 2"X6" FRAME W/ OSB 8 " ANCHOR BOLTS ANCHOR BOLTS @4'-0" O.C. MIN. @4'-0" O.C. MIN.- (3) #4 E.W. 4 4 _4 - - - - - - - - - - -- (2) #4 CONT (TYP) (6" GRID) PB66R POST - - - - - - - - - - - - - - - \ 4 1 4 I /I 1 /74 I BASE zi 4 - - - - - - - - - - - - - - - - - - - - - - - F-4" 10" !__j�-4 4 - - - - - - - - -- FR ONT POST DETAIL WALL ELEVATION DETAIL E SCALE: 3/4" 1'-0" SCALE: 3/8" F-0" 24" MIN LAP SPLICE #4 CONT 2 2" 2" -Aw . I to #4 WITH 7" TAILS #4 CONT TYPICAL CORNER DETAIL E STEP DETAIL C TYPICAL JOINT SUPPORT SCALE: NO SCALE SCALE: NO SCALE SCALE: 3" F-0" � GINEEE ,c�,JS T � T C3 OF Firm Name and Address Project Name and Address Description xB CITY OF REXBURG DETAILS ON CITY 0 F SPLASH PARK Date Sheet DETAILS 5-8-06 X BUIRG fi Plot Scale Scale 7 7 America's Family Communi(il I = 32 AS NOTEIC L�SHE6 1A E 3 (TYP) 4 100 3V49-, - — 11 E 5-J - - - -- " 8V-9V E 7 E 1 (TYP) --- --- ------ - -- sal � � — °- -- -- °--- - -- rrl r -'1 1 ..- „,ac_`_ t..� I Z 5 „•,mac- _ 1 I I t Il _J 1 0 -- I)- I 0 E6 0 O 0 0 o r PLAN VIEW ELECTRICAL SCALE: 3/8" = F -0” A4 FILTERS & HEATERS FURNISHED & INSTALLED BY OWNER MODEL S -16 DIRECT DRIVE 2600 cfm EXAHUST FAN W/ LOUVER & SCREEN (COLOR TO MATCH) MANIFOLD FURNISHED & INSTALLED BY OWNER PUMPS FURNISHED & INSTALLED BY OWNER 0 Cn los PORCELAIN FIXTURE (TYP) City of Rexburg Park Restroom Fixture Schedule / Descriptions E -1 Flourescent Light, Lithonia Model 11498 / White Finish or equal. E -2 Hand Dryer, Excel Xlerator Model XL —W or equal. E -3 6" Recessed Light with Nickel Finish. E -4 Emergency Lighting, Quantum Elm2 or equal. E -5 Recessed Heater, QMark CHW 3000 with security front or equal. E -6 Motion Sensor, Lithonia LIRO or equal. E -7 100 cfm exhaust fan. Please submit for approval. E -8 Photocell. Please submit for approval. E -9 2000W Fan Forced Heater recessed O \ N ' 101 A7 -A9 \ e I - > j t I•--- ----- - - - - -- - A i I V i A I r - r o I 1 O ; 1 0 0 0 N _ E O E7 ---------- - - - --- L- 6..c- _ "_•` -- ---- y A6 -A8 1 E 4� E 5 �' r A TO UTAH POWER & I \j !E 8 8 LIGHT r SERVICE - PLAN VIEW ELECTRICAL SCALE: 3/8" = F -0” A4 FILTERS & HEATERS FURNISHED & INSTALLED BY OWNER MODEL S -16 DIRECT DRIVE 2600 cfm EXAHUST FAN W/ LOUVER & SCREEN (COLOR TO MATCH) MANIFOLD FURNISHED & INSTALLED BY OWNER PUMPS FURNISHED & INSTALLED BY OWNER 0 Cn los PORCELAIN FIXTURE (TYP) City of Rexburg Park Restroom Fixture Schedule / Descriptions E -1 Flourescent Light, Lithonia Model 11498 / White Finish or equal. E -2 Hand Dryer, Excel Xlerator Model XL —W or equal. E -3 6" Recessed Light with Nickel Finish. E -4 Emergency Lighting, Quantum Elm2 or equal. E -5 Recessed Heater, QMark CHW 3000 with security front or equal. E -6 Motion Sensor, Lithonia LIRO or equal. E -7 100 cfm exhaust fan. Please submit for approval. E -8 Photocell. Please submit for approval. E -9 2000W Fan Forced Heater recessed GENERAL NOTES 1) ELECTRICAL CONTRACTOR TO FINISH AND INSTALL ALL LIGHTS, PANELS, MOTOR PUMP PANELS, HEATERS, AND SIMILAR EQUIPMENT. 3) ELECTRICAL CONTRACTOR TO MAKE CONNECTIONS TO CITY FURNISHED EQUIPMENT. 2) SPECIALTY EQUIPMENT SUCH AS PUMPS, WATER FEATURE HEATERS, LEVEL CONTROLLERS, ETC., WILL BE FINISHED AND INSTALLED BY THE OWNER. 4) OWNER TO MAKE NECESSARY ARRANGEMENTS WITH UTAH POWER & LIGHT TO PAY ALL CONNECTION COSTS. 5) ALL WORK PER NEC. 6) CONTRACTOR TO MAKE NECESSARY ARRANGEMENTS AND PAY FOR ELECTRICAL PERMIT. All WP GFI �\ N 103 , , \ , I I , I i 1 1\ ,1 r SURFACE MOUNT PUMP PANEL B_ PUMP PANEL A 3 y aa 1 #6 GRD o °O 8, >>> �- W/P FLEX a ' I o t� TO MOTOR (TYP) ----------------- -4kI2 ------ - - - - --- UNDER FLOOR A7 0 1 / I / r �IEt71�lEt3iEt71� 171�71E171t1711�i1tf11� 9 W PANEL A -1 ; (TYP) / / A7 -A9 \ e I } 1 1 \ i 1 I•--- ----- - - - - -- - A i I V i A I I I 1 1 A7 0 1 / I / r �IEt71�lEt3iEt71� 171�71E171t1711�i1tf11� 9 W PO E MO TRANSFO 1201/2403 200 AMP COMMERCIAL RATED METER BASE PER UTAH POWER & LIGHT STDS W/ LINK BYPASS 120/240 3 0 4 WIRE SQUARD D CLASS 8941 TYPE NCA 20 V -02 FORM Y68 W/O ALTERATION ,W/ HOA FOR ONE MOTOR PANEL PUMP A PANEL A FILTER & SMALL FEATURE PUMP PANEL 5 & 7.5 HP 240V 30 NEMA SIZE I SQUARD D CLASS 8940 TYPE NFP2015 V -02 PUMP PANEL B FEATURE PUMP PANEL 15 HP 24030 NEMA SIZE 2 15 HP FEATURE PUMP X\ X/\\ XXXXX X\��/\\/�</Xx/ X /xx/X? � / x/ / �, POWER DIAGRAM &SOUTH WALL CONTROL EQUIPMENT LAYOUT 5 HP FILTER PUMP 7.5 HP FEATURE PUMP TYPE : S( DARE -D, NQOD NEMA 3R VOLTAGE: 120/240 V, 3 0, 4W AMPERES : 150 A MAINS :KOL PANEL/ A LUGS : BOTTOM MOUNTING: SURFACE HEIGHT WIDTH: DEPTH: FEEDERS /CONDUIT: 3/0 2" C SERV. FROM: LOC: PUMP ROOM CIRCUIT DESCRIPTON CIR. BKR. C 1 OA OB 0C C CIR. BKR. CIRCUIT DESCRIPTON TRIP POLE POLE TRIP LIGHTS, FAN 20 1 1 800 1240 600 1500 1500 1500 1500 1500 1500 1750 1200 1750 600 200 1800 5040 1800 5040 1800 5040 2640 2640 2640 1 20 LIGHTS, CO 2 LIGHTS 20 1 3 1 20 HAND DRYER 4 HAND DRYER 20 1 5 2 20 HEATER 6 HEATER 20 1 7 2 20 HEATER 8 HEATER 20 1 9 2 20 WATER HEATER 10 5 -CO's 20 1 11 2 20 WATER HEATER 12 CONTROL PANEL 20 1 13 1 20 EXHAUST FAN 14 5 HP PUMP 20 3 15 3 60 15 HP PUMP 16 5 HP PUMP 20 3 17 3 60 15 HP PUMP 18 5 HP PUMP 20 3 19 3 60 15 HP PUMP 20 7.5 HP PUMP 30 3 21 1 20 SPARE 22 7.5 HP PUMP 30 3 23 1 20 SPARE 24 7.5 HP PUMP 30 3 25 1 20 SPARE 26 SPARE 20 1 27 1 20 SPARE 28 SPARE 20 1 29 1 20 SPARE 30 TOTAL VOLT - AMPS 126 124 128 T 1 � �OF �N W, MI% NORTH WALL - CONTROL EQUIPMENT LAYOUT ELECTRICAL 3' -0" 0. 00 i ao i 3' - 0" TYPE A TYPE B D ❑TT T YPES SCALE: g" D❑ ❑P AND FRAME SCHEDULE OPENING SIZE DOORS FRAME REMARKS DOOR NO, W H THICK TYPE MAT'L MAT'L 102 2 0 X1° I ALUMINUM FIXED WIRE —GLASS EXT, / OBSCURE TEMPERED INT, MECHANICAL 101 ROOM A A 00 3' -0" 6' -8" 1 -3/4" A STEEL STEEL INSULATED 101 3' -0" 6'-8" 1 -3/4" A STEEL STEEL INSULATED 102 3'-0" 6'-8" 1 -3/4" A STEEL STEEL INSULATED 103 3' -0" 6' -8" 1 -3/4" A STEEL STEEL INSULATED 104 3'-0" 6' - 8" 1 -3/4" B STEEL STEEL 05 3' -0" 6' -8" 1 -3/4" B STEEL STEEL GENERAL NOTES: 1) ALL FIXTURES/HARDWARE TO BE COMMERCIAL GRADE, SEE TECHNICAL SPECIFICATIONS FOR DETAILS. 2) ALL DOORS TO BE PAINTED TO MATCH BUILDING FINISHING. SUBMIT SAMPLES FOR APPROVAL BY OWNER. 3) DOORS 100 AND 102 SHALL BE SELF CLOSING ADA COMPLIANT. 4) ALL DOOR HANDLES SHALL MEET ADA REQUIREMENTS. 5) LIGHT ORANGE PEEL TEXTURING 6) 4" RUBBER BASE CAVE MOLDING COLOR BY OWNER. 7) LOCKS PROVIDED BY OWNER. 8) WINDOW SEALS TO BE TEXTURED AND PAINTED GYPSUM BOARD 9) FINAL FLOOR FINISH TO BE COMPLETED BY OWNER WIND ❑W SCHEDULE WIND. N❑, SIZE MATERIAL TYPE REMARKS 100 2 °X1° ALUMINUM FIXED WIRE —GLASS EXT, / OBSCURE TEMPERED INT, 102 2 0 X1° I ALUMINUM FIXED WIRE —GLASS EXT, / OBSCURE TEMPERED INT, FINISHING SCHEDULE ROOM NAME # 1NORTH WALL WALL EAST E WAL WEST WALL CEILING OTHER 100 RESTROOM A A A i A C MECHANICAL 101 ROOM A A AA C 10_2 RESTROO ; A A A A I C 103 EQUIPMENT ROOM A A A A C _ � CHLORINE __-- 104 � T A B B � B B B 105 ACID B B B B B STORAGE WALL COATING TYPES A s' GREEN BOARD, TEXTURED & PAINTED. _R DOUBLE LAYER 5/8 " TYPE X, TEXTURED & PAINTED. C s" GYPSUM BOARD, TEXTURED AND PAINTED.