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GENERAL CONTRACTOR 0 OW OPEN WASTE (HUB OOUTLET)SU SPA up EC ELECTRICAL CONTRACTOR r# WT Pa&A OUTWITP --4 PW FIRE-' 1MC MECKANICAI coNmAcrORNOTESins INDICATES muecE To sPEmr NOTES .GENERAL (APPLICABLE To ALL I IT IS THE RESPONSOUTY OF THE OWNER, OR HIS REPRESENTATIVE. TO SUBMIT THESE DRAWINGS TO THE WEALTH DEPARTMENT FOR APPROVAL, ALL THE EOLFIPMENT PROVIDED BY THE F.S.E.C. SHALL 8 DELfVERED TO THE JOB AND SET -IN -PLACE, READY FOR FINAL. CONNECTIONS. MECHANICAL AND ELECTRICAL, CONTRACTORS SHALL PROVIDE FINAL CONNECTIONS, AND ALL MATERIALS REQUIRED FOR CONNECTIONS, IN ACCORDANCE TO LOCAL. CODES. 3 IT IS THE RESPONSOUTY OF THE MECHANICAL AND ELECTRICAL CONTRACTORS TO VERIFY UTUTY REQUIREMENTS FOR ALL JEOUIPMENT SHOWN AS EXISTING AND/OR NOT IN CONTRACT (N.I.C) 4 ALL UTILITY SERVICES SHOWN IN WALLS SHALL BE STUBBED OUT OF THE WALL AT HEIGHT GIVEN. NOT RUN ON THE FACE OF THE WALL. HEIGHTS GIVEN FOR UTILITY SERVICES STUBBED OUT OF FLOOR ARE TO TOP OF SERVICE, 5 ALL DIMENSIONS GIVEN ARE FROM FINISHED SURFACES (WALLS. FLOORS. ETC.) TO FINISHED SURFACE AND/OR CENTERUNE,OF UTIUTY SERVICE,, MECHANICAL 6 M.C. TO INSTALL GAS VALVE (PROVIDED BY F,S.S. CONT RACTOR) FOR FUEL SHUTOFF TO COOKING EOUIPMENT. COORDINATE LOCATION WITH F.S.S. CONTRACTOR. 7 M.C. TO VERIFY REQUIREMENTS FOR C.F. AND COORDINATE LOCATION WITH F.S.E.C. 8 M.C. TO RUN 14, FROM EQUIPMENT SHOWN TO BUILDING DRAIN MECHANICAL REQUIREMENTS NUMBER DESCRIPTION 1`115 ----------- --- - --- - 3/8" CW Uo" AFF BTC 0 ICE MAKER ui M5A, 3/4" DRAIN RUN TO 61115 z M55 13/80 DRAIN FROM ICE BIN_RUN TO U6 M (o 1/2" W 4 CW 4. 18" AFF BTC 0 FALIC-ET, 0)II/2v In W FM TO 51115 mi 3/4" MPT DRAIN + 4" AFF COPPER LINE BTC 0 DISH MACHINE F4N TO 61.116 MIA 3/4" FFT WW + 8" AFF 5Tr- D1544 MACHINE 20P51 REWIRED PRESSURE REGULATOR PROVIDED BY FSEC ma 112" H 4 CW + 18" AFF BTC 0 FALICET, (1) 1112" IFlo' W MS 1/4" CW MALE FLARE FITTIWG + 8" AFF BTC o COFFEE BREWER (2) REQ'D MIo In,, DRAIN RUN TO W5 MIOA 3/8" CW COPPER PIPE W + (0" AFF 5T WATER CONDITIONE&J MACHINE M14 3/6" CW 8" AFF BT CARBONATOR M14A 3/4u 01). DRAIN LINE FROM BIN " TO Suis -0 ........... .................. M14M 5/6" OD, DRAIN LINE FROM TOWER DRAIN RUN TO 6116 M2(o 1/2" W 4 CW 4; 18" AFF BTC 0 FALICET (1) 11/2" IRS W M30 5W6 NOTE TO GENERAL CONTRACTOR: M32 FTID IT 15 THE RE5PON5151LITY OF TWE,GC TO SUPPLY AND M38 J/4" CW MALE FLARE FITTING + 8" AFF BTC 6 ICE TEA MACHINE INSTALL THE BACKINGS SHOWN IN THE TWREE'ELEVATION5. GC TO COtq5ULT W/"LOCAL INSPECTOR TYPE OF 5ACKING REQUIRED BY CODE. 11 1 _ — _ __ — , _ _ _ ._ _ _ ' _ _ _ _ r _ _ ..� — — — — —� — — —„ — — 1 � -"� = r w � m vmp1r w 1.10oft ►-%� mb, ■ on-+m� A m : AL 1 ' !■ /'1 m ■ !% —!- m r— A 1dr—w /"1 106. ■ r—I%k /-1 m A _ _ _ , . , ,. , - -, ,�, ��-I. ,I1 ,' 1,,,-11�,�, 1� ,I,�,� :, ,1��"r ,�"� ,,-�I.,1, 'I1� -�,�1 �,�� ,-, I':��.,,, �1 ' I�_ I , : I ,- "' .�"1 I.1I, . I I , � .I �I II IIII- I., �I . I I 1I 1 � I I II I� �� II II II II ,- I. I I I � I �I I �II II -, IIImi . I,­r II ,: T R Tl A NT Y WITH N P Cf L CON EC ECE CLE ADJ I1 ,1I :' :1l�,r,r ,, A . _ iMKE ELEV flON _. „,.;; SQE --I," r;"I,,:-1 _. SINGLE A R B,EV TiON . 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' ---- ' '- _...— _ -_-_. . - -....__ .._ _ -. ... __ , _._ . ... -.. ._._._.- ._. , _ .. ,. .�_.�.. _... .,, ... t ., ...max ,....., ow IV ow *1 Poo 4f vow OF w w pip" OF mgmp po�Aft d VA om qKsw A&P "m 6dpL bo, '0 Taim m va"b" f 9 4 f k1gly fm a IV opow *1 Sea POOMM if *0 Mor14L VS. r- lw-W a Irk 3 4 5,5.3 7, 4 NS out "M SHEET TITLE, IS" AL,%;Cc Ovore'r AsiAmsta. CA. *26 7 A*A"Cbe. CA. 9204M t .0 a 0 f 43 Pr A X 4 0 1,-042 D E T-A SIGNAGE tr PROJECT� No,'. ET" N 6 Ci 13 0 5 ATEL -T L 4 w. R L F 0 EFE R EN CE L11 Y- ON D RAWN BY CH EC K E D By �._ �_ __ _ _ _ t a ,.. ,:. -::, r1. _ �. , _. ..,, .. , ...... -e ,., �. -,, ... .. ... ,.ir. a .- ...r ... ., e,.f., �, -,.. , ..,.... t., .. ar , , ,:,e , r.. a+.:, „ �, ., ., } . , .. , , ...a: f ...,. ..], .. .. as I . I I I I I � . . I I � I � .1 I :. � - , _'_ ",�,.,"'', i I I I 4, , . ., ,,, I I - , �, : , �, �, I ,� �, � I � I I I, I I I � . I 1 __ - - - - __ __ - I I , " 1, '' � Ir �: I I , ,-, .,. ,y� w , s , :�-, % -zj i , - : , ,,, � , - ., , a ,... ._, _..« a .. ,.,. �.. ,,... n,. , ,... .. " .. ..,..-, . ,­ �1� ,� � ��- , ,,-,���,'­ � _,. _ ,.._,t ,., ... , ... ... # .. ...:. .... ..... �a ,..... .. >... ,.., -,,, ... ,...,.... a.. ,... "" - % '2. ... ,, ,:: „ .Tar , ..�.. ,. +,.. _, 11 ,,,,,, ,. i , ., _. „., -., ., r z:., ,, „ �, t T' , a„ei .; x� .. ,. , ' t r: 1 ,,„ • , .. s. t , t ,.. , i i, ,: ✓LLdF .. t 7 '3 �,., ,. . O�NF.FiAL NOTES aCZURAL EEL ; ;.N _ CODE: MASSACHUSETTS STATE BUILDING CODE T SHALL CONFORM TO ASTM A36 EXCEPT TUBULAR SECTIONS "' WHICH :� ..:'d , ^ " ALL STRUCTURAL S EEL TO ASTM A500 GRADE B (FY = 46 KSI) AND PIPE SECTIONS WHICH 'SHALL ,. DESIGN LIVE LOADS SHALL CONFORM CONFORM TO ASTM A 53, TYPE E OR S , GRADE B (UNO). - , .. `A," . , ROOF-- 25 PSF(+DRIFTING) DETAILINGFABRICATION AND ERECTION SHALL CONFORM TO THE LATEST '' AISC ' r SPECIFICATIONS. DESIGN WIND LOADS E �' ALL STRUCTURAL STEEL SHALL BE SHOP PRIMED; ASPHALTIC PAINTS ARE: NQT ACCEPTABLE , ' -- P BASIC WIND SPEED 90 M H C ; FIELD" CONNECTIONS SHALL BE BOLTED, BEARING TYPE.UNLESS NOTED OTHERWISE USING, .` '„'' ` ,, EXPOSURE: 3/4" HIGH STRENGTH BOLTS CONFORMING TO ASTM A325. ONE SIDEDCONNECTIONS ARE NOT ry ' `' ," PRIMARY FRAME PERMITTED UNLESS DETAILED ON DRAWINGS. :' HEIGHT (ET) IO.aS ,- SLIP CRITICAL BOLTS FRICTION BOLTS) SHALL BE USED AT THE FOLLOWING LOCATIONS: _ ,. ( k ,. �,a' (PSF) ;; 0-50 21 1. MOMENT CONNECTIONS TAIN D FROM CODE R COMPONENTS AND CLADDING, USE THE MOST STRINGENT WIND LOAD OB E , I „ + ALL CONNECTIONS TO TUBES AND PIPES SHALL USE THRU PLATES UNLESS NOTED OTHERWSE.+ ;n TH PROJECT SPECIFICATIONS. CLADDING MANUFACTURER SHALL FACTORY MUTUAL, AND E CONSIDER INCREASED PRESSURE COEFFICIENTS AT BUILDING CORNERS, EAVES, AND RAKES. ALL WELDING SHALL BE DONE USING E-70XX ELECTRODES IN ACCORDANCE WITH THE LATEST :, ' - ; AWS SPECIFICATIONS. , . F P IFT R00 U L - WORK THESE DRAWINGS WITH ARCHITECTURAL DRAWINGS FOR NAILER HOLES AND A.( TYPICAL BAY GROSS 17 PSF NET 7 PSF ARCHITECTURAL CLEARANCES. ' GROSS 36 PSF NET 26 PSF PERIMETER BAY (10 WIDE). CORNER BAY (10 X 10 WIDE): GROSS 36 PSF NET 26 PSF GENERAL CONTRACTOR SHALL VERIFY ALL STRUCTURAL BEAM LOCATIONS, MECHANICAL UNIT ' , WEIGHTS AND OPENING SIZES AND LOCATIONS WITH MECHANICAL: CONTRACTOR AND VENDUR'S ' .'; MI DRAWINGS FOR ACTUAL MECHANICAL UNIT PURCHASED. , - V=1/3KSCW ALL 4 X 4 X 5/16 ANGLES REQUIRED FOR ROOFUNITS AND ROOF OPENINGS OVER 12" ''X 12" ' , " " TO BE SUPPLIED BY STRUCTURAL STEEL FABRICATOR AND BE COORDINATED BY.GENERAL ,, ; , CONTRALTO ,, R WITH THE JOIST FABRICATOR MECHANICAL DRAWINGS AND MECHANICAL- , GENERAL. ., EQUIPMENT SUPPLIER. — ` 1 THE STRUCTURE IS DESIGNED TO BE SE LF SUPPORTING AND STABLE AFTER THE BUILD NG S ; , ALL STRUCTURAL STEEL BEAMS AND COLUMNS ADJACENT TO MASONRY SHALL HAVE ADJUSTABLE FULLY COMPLETED. 1T IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE NC AND JNSURE THE SAFETY OF THE BUILDING AND ITS ERECTION PROCEDURE AND SEQUE E MASONRY ANCHORS AT 2' 8" C/G. , ' COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF WHATEVER 1.; ALL , SHORING, TEMPORARY BRACING, ETC. THAT MAY BE NECESSARY. SUCH MATERIAL SH L E L_ JOISTS AND JOIST GIRDERS - ,' y� AFT R COMPLETION OF THE PROJECT: REMAIN THE CONTRACTORS .PROPERTY E STEEL JOIST DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO THE •LATEST w WORK THESE DRAWINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. I I IT TE OR As , SPECIFICATIONS AND CODE OF STANDARD PRACTICE OF THE 'STEEL Jd ST NST U :' ` ,:' EDITION OF AISC,. °' SHOWN ON THE DRAWINGS. ALL JOIST GIRDERS TO CONFORM TO LATEST BUILDING PAD PREPARATION T IRO R SUPPLIER SHALL 'SUPPLY A COPY OF ,ALL GIRDER >, AND SJI SPECIFICATIONS. JOTS G E CALCULATIONS AND SECTION PROPERTIES WITH SHOP DRAWINGS. k . MM NDATIONS OF THE SODS ALL BUILDING PAD PREPARATION SHALL FOLLOW THE RECO E ALL STEEL JOIST AND JOIST GIRDERS SHALL RECEIVE ONE STANDARD SHOP COAT OF RED REPORT. OXIDE PAINT UNLESS NOTED OTHERWISE ON DRAWINGS. ASPHALTIC PAINTS ARE NUT ,- „ ``4 .. A TREEBRUSH ROOTS TOPSOIL, RUBBLE, ORGANICALLY CONTAMINATED OR OTHERWISE LL E S, , _:," ACCEPTABLE. , . R M TRUCTURAL AREAS OF OBJECTIONABLE MATERIALS ENCOUNTERED ARE TO BE REMOVED F O S ," -, ALL STEEL JOIST AND JOIST GIRDERS SHALL BE DESIGNED RESIST NET UPLIFT . FORCES •: THE SITE. ,TO SHOWN AT BEGINNING OF GENERAL NOTES. ",' ;, • ', T PPORT FILL SUBGRADE SECTORS WHICH WILL EXIST IN CUT AND THOSE WHICH ARE 0 SU ,' .; , I ` ALL OPEN WEB JOIST GIRDERS TO HAVE BOTTOM CHORD BRACES AS REQUIRED BY :DESIGN ;ANO ` , . STRUCTURES ARE TO BE PROOF ROLLED. AREAS EXHIBITING INSTABILITY ARE TO BE - - TH CH LIFT CAREFULLY UNDERCUT AND BACKFILLED ON A LIFT BY LIFT BASIS WI EA ERECTION. BRACES TO BE FURNISHED BY THE JOIST GIRDER SUPPLIER.' ' ;_ COMPACTED. ENDS OF EVERY JOIST WHICH RESTS ON STEEL SUPPORTS SHALL -BE WELDED � PER SJI ; -' = , Y AN X AVATION D I t B E C IF UNSTABLE SUBGRADE SECTORS CANNOT BE STAB L ZED ... ;'. UIR MENTS. REQ E - t IA HALL BE RECO MPACTION THEN CRUSHED STONE OR SIMILAR COARSE AGGREGATE MATER LS S IFY ALL STRUCTURAL STEEL JOIST LOCATIONS,, MECHANICAL GENERAL CONTRACTOR SHALL VER ' . ,,. t ` R RADE REACTION IS ACHIEVED. ROLLED INTO THE SUBGRADE UNTIL A FI, M SUBG UNIT WEIGHTS AND OPENING SIZES AND LOCATIONS WITH MECHANICAL CONTRACTOR,`AND ,, '' ., c THE PROPOSED ENGINEERED FILL MATERIALS ARE TO BE PLACED IN LIFT, N07 EXCEEDING , HSD ,..' VENDORS DRAWINGS FOR ACTUAL MECHANICAL UNITS PURL A E ".' ,,, . P MEASURED THICKNESS. EACH LIFT IS TO BE COM ACTED AS EIGHT (8) INCHES IN LOOSE: „ NO LIGHT GAGE FRAMING, MECHANICAL, ELECTRICAL, OR OTHER EQUIPMENT SHALL CBE: ' `�' FOLLOWS. SUSPENDED FROM OR ATTACHED TO ANY INTERIOR BRIDGING". : , ^: F MAXIMUM DENSITY BY 'ASTM D1557 1. SLAB ON GRADE. MINIMUM 0 95% . , ' ..` 1FTAL FORM DECK k '.•. FI A MINIMUM OF 95% MAXIMUM DENSITY BY ASTM D155�. 2. FOOTINGS BEARING ON LL , METAL FORM DECK SHALL BE BLACK HIGH STRENGTH STEEL. DECK SHALL BE PUDDLE WELDED ' THE EARTHWORK PROGRAM SHOULD BE CONDUCTED UNDER THE SUPERVISION OF A SOILS AT ALL STEEL SUPPORTS AS FOLLOWS: ,, n. - NSITIES ACHIEVED ARE TO BE VERIFIED BY TESTS. LABORATORY. THE IN PLACE DE AT ALL LAPS OR EDGES OF PANELS AND AT MID POINT (MAX.' SPACING OF FOUNDATION WELDS = 15") ':' -` , - „ C THE CONTRACTOR SHALL FAMIUARdZE HIMSELF WITH THE SURVEY AND THE SUB —SURFACE :'� ETA R OF ECKING ML�2 T TR TION ALL FOUNDATION WORK SHALL BE INVESTIGATION REPORT BEFORE STAR ING CONS. UC ALL METAL ROOF DECKING SHALL COMPLY WITH THE PROVISIONS OF THE STEEL DECK IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORT BY T EXCEPT µ!HERE NOTED INSTITUTE - "DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS, ROOF DECKS :AND •. II OTHERWISE ON DRAWINGS ORSPECIFICATIONS. CELLULAR METAL FLOOR DECK WITH ELECTRICAL DISTRIBUTION AND FACTORY 'MUTUAL . . REQUIREMENTS. , AIN R A SOILS TESTING LABORATORY SHALL BE ET ED BY THE OWNER TO PROVIDE R .ANCE WITH THE CONSTRUCTION DOCIJM£NTS DURING CONSTRUCTION REVIEW TO INSURE CONFORMANCE DECK AND ACCESSORIES SHALL BE CLEANED AND GIVEN A PHOSPHATE TREATMENT AND A SHOP ' THE EXCAVATION, BACKFILL, AND FOUNDATION PHASES OF THE PROJECT. PRIME COAT OF RUST INHIBITIVE PAINT. _ ., THE SOILS TESTING LABORATORY SHALL. DISCUSS WITH THE ENGINEER THE DESIGN INTENT TYP WELDS PERFORMED BY CQMPETENT ' 4, CONNECTIONS TO STEEL SUPPORTS SHALL BE FUSION E ° WELDING ` 0 OF THE CONSTRUCTION DOCUMENTS AND THE TESTING PROCEDURES USED T INSURE WELDERS WHO HAVE QUALIFIED BY TESTS AS PRESCRIBED BY THE AMERICAN' WELDED N TRUCTION BEGINS INFORM T BEFORE CO S SOCIETY TO PERFORM THE TYPE OF WORK REQUIRED. ROOF DECK SHALL BE PLUG CONFORMANCE WITH THE CONSTRUCTION DOCUMEN S THE ENGINEER OF ANY VARIANCE IN THESE PROCEDURES. (5/8" DIAMETER MINIMUM) TO THE SUPPORTS AT 12" CENTERS. THE 'FIRST AND LAST RIDS OF EACH SHEET MUST BE WELDED TO ALL SUPPORTS. END WELDS AND THOSE OCCURRING AT IT SHALL BE THE RESPONSIBILITY OF THE SOILS TESTING LABORATORY TO: DETERMINE LAPS SHALL BE WELDED THROUGH ALL THICKNESSES. SIDE JOINTS SHALL BE MECHANICALLY OF FASTENERS" BETWEEN EACH ` I N EXCAVATION STRIPPING DEPTH INSPECT ALL SUBSOIL EXPOSED DURING TOPSOIL AND E , FASTENED WITH #10 TEKS SCREWS. SEE PLAN FOR QUANTITY . :: STRIPPING SITE GRADING, AND EXCAVATION OPERATIONS; APPROVE FILL MATERIALS, SUPPORT; ,, , PERFORM DENSITY TESTS OF FILLS TO INSURE PLACEMENT PER SPECIFICATION lr NO LIGHT GAGE FRAMING, MECHANICAL; ELECTRICAL OR OTHER EQUIPMENT SHALL BE REQUIREMENTS, INSPECT FOUNDATION BEARING SURFACES: SUSPENDED FROM OR ATTACHED TO ANY METAL ROOF DECK. FOUNDATION DESIGN IS BASED ONAN ASSUMED 3,000 PSF BEARING PRESSURE ON FIRM , . ' UNDISTURBED SOIL OR CONTROLLED COMPACTED FILL. LIGHT GAQE FRAMING -' REQUIRED, AT A RATIO OF ONE 1 VERTICAL TO TWO (2 STEP FOOTINGS, WHERE REQU ( ) ) NTH IETRICH INDUSTRIES , '•.,. DESIGN OF METAL STUD FRAMING IS BASED ON CSJ TYPE STUDS WI D ,. ; F — UNLESS NOTED OTHERWISE. HORIZONTAL WITH AMAXIMUM VERTICAL STEP 0 2 0 U SECTION PROPERTIES AND ALLOWABLE RESISTING MOMENT CAPACITY. ALTERNATE MANUFACTURER'S FRAMING SIZE SHALL MEET THE MINIMUM SECTION PROPERTIES AND " "' ' � ' . � ` INUNDATION AND LONG TERM EXPOSURE OF BEARING SURFACES, WHICH WILL RESULT IN RESISTING MOMENT CAPACITY OF THE MEMBERS INDICATED 'ON THE DESIGN • ` , ALLOWABLE" DETERIORATION OF BEARING FORMATIONS, SHALL BE PREVENTED. FOOTINGS SHALL BE DRAWINGS. BEARING SURFACE INSPECTION. PLACED IMMEDIATELY FOLLOWING FOOTING EXCAVATIONS AND BEA G S '"" ALL LIGHT GAGE FRAMING SHALL BE DESIGNED IN ACCORDANCE WITH AMERICAN IRON AND `.' f ALL FILL MATERIALS SHALL BE FREE OF ORGANIC CONTAMINATIONS AND OTHER DELETERIOUS " _ TURAL MEMBERS" '1986 STEEL INSTITUTE (AISI) DESIGN OF COLD FORMED STEEL STRUC ` MATTER. EDITION WITH 1989 AMENDMENTS. , , 11 �, FOR BACKFILL AGAINST FOOTINGS, ETC., PLACE IN 8 THICK LAYERS, WITH EACH LIFT . F MIN MEMBERS SHALL BE FORMED FROM STEEL WITH A 'MINIMUM YIELD STRENGTH }" , ALL RA G R CONTENT, UNTIL A MINIMUM IN PLACE DENSITY OF COMPACTED AT NEAR OPTIMUM MOISTURE CO 33 KSI. ` 95% OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D1557 IS ACHIEVED. ,.' ALL FRAMING SHALL BE GALVANIZED. , , 1 CONDITIONS THAT ARE IN VARIANCE NOTIFY STRUCTURAL ENGINEER OF ANY UNUSUAL SOIL C „ ti ,l ALL CONNECTIONS SHALL BE SCREWED OR WELDED. POWDER DRIVEN FASTENERS ARE 'NOT ;' , WITH THE SOILS REPORT, ACCEPTABLE FOR ANY STRUCTURAL APPLICATIONS. ' ,, �� OQRETE , . , ALL WELDS SHALL BE TOUCHED UP WITH A ZINC -RICH PAINT. :,.. . ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS AS FOLLOWS. ..: CONTRACTOR SHALL SUBMIT FABRICATION AND ERECTION DRAWINGS TO THE ENGINEER; I=C9R ;; a - RAMING ONDITIONS INCLUDING TRUSSES,WINi3OW AND DOOR ;,= , ,..° REVIEW OF ALL NON TYPICAL F C R — 4 000 PSI. SLAB ON G RA- , CONCRETE EXPOSED TO WEATHER - 4,000 PSI. OPENINGS,ETC. DRAWINGS AND CALCULATIONS SHALL BEAR"THE STAMP OF AN ENGINEER { ALL OTHER CONCRETE - 3,000 PSI. GISTERED IN THE STATE OF MASSACHUSETTS. RE ~; ., ' , {, I i YARD. 3 000 PSI CONCRETE SHALL CONTAIN A MINIMUM OF 5 SACKS OF CEMENT PER CUB C N,, , ;, 4,000 PSI CONCRETE SHALL CONTAIN A MINIMUM OF 6 SACKS OF CEMENT PER CUBIC YARD. , - A '' �� . ALL CONCRETE SHALL HAVE THE FOLLOWING MAXIMUMWATER CEMENT RATIOS. t ti p ' ` ,. .. ;, ,. NON —AIR ENTRAINED AIR ENTRAINED COMPRESSIVE 0 w. - r a STRENGTH 3,000 PSI 0.60 0.50 q� ,, ,. 4,000 PSI 0.55 0.45 „{ REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 (60,000 PSI YIELD). .. ,, , ,.�; i TH FIELD WILL BE PERMITTED. NO TACK WELDING OF REINFORCING N E E , : ',T; f, ,,, .. F NI HED IN WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO ASTM A. 185 AND BE UR S r. < , , FLAT SHEETS. 4. '; P FICATIONS FOR ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 301 —96, S ECI ~ . T RAL CONCRETE FOR BUILDINGS UNLESS NOTED OTHERWISE. STRUC U F REINFORCING BARS UNLESS OTHERWISE ACL DETAILING, FABRICATION AND PLACING 0 E NOTED, SHALL CONFORM TO ACI 318-95 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL „ TANDARD PRACTICE FOR DETAIL REINFORCED CONCRETE" AND THE LATEST ACI MANUA' OF S CONCRETE STRUCTURES. " R UNLESS NOTED OTHERWISE. LAP ALL SPLICES 48 BAR DIAMETE S' , - ,. N T IN ALL CONCRETE EXPOSED TO THE WEATHER. PROVIDE 6% (t 1 %) AIR ENTRAI MEN , PROVIDE DOVETAIL ANCHORS AT 2'—O" O.C. FOR ALL MASONRY FACED WALLS. :,—,�,,-",:� �, -, '% 4 - ;. '. ;a,, ,.. -.. a t q, , t ,. Ftd,;i . , } ,; «. „<. ,, .,.. 't .:. .,> r 71 :_ - • , _ ..,. .. ,.y�w+y*�� ^y�`�.yy {�w�� +�}}�,.ry.epq ::J _ ._- _ ... - .. o �i I j,� }�y,,(g y 'I .may �; ,�, . t `:. :: y .,, ' ,. ,.. 6979; 6recksvIl .f2cf�d '";4 ,.-« ' . °:.'Brck�nllec,:`;Gt,3�hlbpp�� 44I41 . ,- .. ,y I _- -' ,.. �. ,: , ^ .. s 'b - t - ,.. ., , .. - .. ' Y:- _ 0 ,. -. '. :.. , , , ,:; _ �,� 's 4 t'' ,. ,, .�: O �"' `1' 7 ,i, r I,. �t x i a ,. �k_I, d a O y _�T_ WUNUA HUN VLA1V 2" 4„j g" 5 4 9 NOTES: " GRADE WITH ONE i FLOOR CONSTRUCTION. 4 .CONCRETE SLAB ON LAYER OF 6X6 — W1.4 X W1.4 W.W.F. PROVIDE VAPOR BARRIER a d AND 4" LAYER OF GRAVEL BELOW SLAB (UNO). Q a � " TOP OF SLAB ELEVATION = W-0" = XXX' 1 O Q ELEVATIONS NOTED THUS (+O'-0") ARE TO TOP OF FOOTING 4" 9 REFERENCED FROM SLAB ON GRADE ELEVATION (UNO). � � � REFE E CED ( ) 4 • TOP OF INTERIOR FOOTING = (-0'-8") (UNO). • v_ _ —0 TOP OF INTERIOR PIERS = (-0`-8") (UNO). P 11 a eto TOP OF EXTERIOR FOOTINGS = ( 3 6) (UNO) 6��,e TOP OF EXTERIOR COL FTG. TO MATCH TOP OF WALL FOOTING. 0 p`1 P2 o --- n n A — 1 16 W 4— 6 VERT 16 x16" W/4—#6 VERT. — CONTINUOUS FOOTINGS ARE MARKED THUS , WIDTH X DEPTH. 2 � COLUMN FOOTING SCHEDULE 3000 PSF MARK FOOTING SIZE LENGTH x WIDTH x DEPTH REINFORCING F3.0 3'-0"x3'-0"x1'--0" 4 — #4 E.W. BOTT. F4.0 4'-O"x4'—O"x1'-O" 4 — #5 E.W. BOTT. F4.5 4'-6"x4'-6„x1'--O" 4 — #5 E.W. BOTT. F6.Qx3.0 ,— „ '— n ,— " 6 0 x3 0 x1 0 4 7_ — 4 4 LW. S.W. BOTT. BOTT. F7.Ox3.0 " ., _ " —O x3,— O x1 O 4 9 — 4 — 414 L.W. S.W. BOTT. BOTT. 7.Ox3.0A 7'— x3'-0 x1'-0 CORNER 3'-0" WIDE 4 9 — 4 — #4 LA S.W. BOTT. BOTT. C ° x - „ I „ lz .. TOP OFFOOTING � = & #3 T S ® 12 O.C: & #3 TIES 12 O.C.( ) :. a rn IE �- — PROVIDE 2 #4 X 3 Q LONG AT ALL RE—ENTRANT CORNERS. PROJECT No. �.. `.•a 4 s � SF�EET � • d i —SEE ARCHITECTURAL R DRAWINGS FOR EXTENT AND FINISH OF SLAB ON S GRADE AND ANY. FLOOR DEPRESSIONS. S — SEE SHEETS 1 FOR GENERAL NOTES. . A DETAIL A DETAIL s DETAIL D C _ — . SEE SHEETS 3 FOR TYPICAL DETAILS. CONTRACTOR SHALL AL COORDINATE LOCATION OF SLEEVES FOR UTILITIES a AS REQUIRED. , SEE CIVIL MECHANICAL ELECTRICAL & PLUMBING ,. n0n%ennlr_c pRp*PeRr'n RY (1THFRq Rwi M ..AV V V S DATE 4AI/S'l gait Am& i DRAWN BY ;I T5A 2 CHECKED BY. rr_rnt , [--C2 o N N Q d wI QI r l 3 Y 1730}LO 04 04 + N N N N N N O I � — ----- -- O CD N ►'� x I cD r - ---- --4 f� z a I I cl+l �, XSRTU 4 1730# Y O oN E9 It oQ� �: ROOF FRAMING PLAN 17'-Ci 1 8 NOTES: 497 PLF — CONSTRUCTION: 1-1 2" X 22 GA WIDE RIB DECK TYPE B _ MOMENT ROOF'CONS UC ( ) 257 PLF M 1 DESIGN JOIST GIRDER FOR 17 FT K� ! ; !vim — DESIGN JOIST GIRDER FOR 3 4 FT K MOMENT WELDED TO SUPPORT STEEL. SEE GENERAL NOTES. MINIMUM — 3 SPAN I I CONDITION (UNO). DECK SHALL HAVE FACTORY MUTUAL APPROVAL. - J/B - ROOF JOIST BEARING ELEVATION REFERENCED FROM SLAB ON COLUMN SCHEDULE MARK COLUMN SIZE BASE PLATE C 1 TS8x8x-4 1 x 14x 1'-2" C2 TS4x4x4 4x 10x0'-10" C3 TS6x6x4 4x7x1'-2" n.�w ! - -- - - v rlvj•✓ . A' i I i tJ RYA,,1 ..,qljNNlvJ -, 765 m(,rnmt n IiL7i - 1 (33i �h4�09 713 ) 836-y9FAX '— " — " COLUMNS (UNO). ;GRADE ELEVATION OF 0 0 . JJB-1$ 6 TYPICAL ALL .COL ( ) 2OKSP1 — ROOF `BEAM ELEVATION. NOTES THUS (+) INDICATE TOP OF BEAM ABOVE SHEET TITLE OR BELOW (/ ) J B ELEVATION NOTED. PROVIDE BOLTED .TIE JOIST (BTJ) ON EACH COLUMN CENTERLINE. FRAMINGPLAN 44* — PROVIDE JOIST BRIDGING IN ACCORDANCE WITH THE STEEL JOIST ROOF E.9 INSTITUTE (UNO). SEE TYPICAL DETAIL ON S-5. 1 . � FALL 17-0" PROVIDE ADDITIONAL ROW OF BRIDGING AT 1ST PANEL POINT 0 ADDED CANOPY JOISTS SUBJECTED TO NET UPLIFT LOADING — SEE GENERAL NOTES. SECTIONS _ MECHANICAL PROJECT No. COORQINATE ALL OPENINGS WITH ARCHITECTURAL AND E PR E 250� c+� Err�c- "ar_ _ 497 PLF DRAWINGS. SEE SHEET S-5 FOR TYPICAL OPENING DETAIL. 257 PLF ' ( ' — SEE SHEET S-1 FOR GENERAL NOTES. SEE SHEET S-5 FOR TYPICAL DETAILS. PROVIDE ANGLE FRAMES FOR ROOF DRAIN SUMP PANS. SEE ARCH FOR 20KSP2 LOCATIONS. SEE ARCHITECTURAL FOR IM I N D ENS 0 S LIGHT AG GAGE METAL TRUSSES* 1 G" O.C. DESIGNED BY MANUF. A A SEE PLAN CONNECTION TO DEVELOP L BM. 'A' MAX. REACTION SLIDE COLUMN COVER AS PER ' 1 _p" E A.I.S,C. LOAD OVER COLUMN PRIOR TABLES OVERBUILD -7TYP TO BEAM ERECTION. f MAY' OCCUR " 4 R_ xQx 1 6 TAG NOTES: O PROVIDE POWER TO EXTERIOR BUILDING MOUNTED SIGNS VERIFY LOADS AND EXACT LOCATION OF JUNCTION BOXES AND DISCONNECT SWITCHES WITH SIGN VENTOR PRIOR TO ROUGH -IN. ALL WORK SHALL COMPLY WITH N.E.C. ARTICLE 600. 2O. WIRE EMERGENCY BALLAST IN TYPE " A6' FIXTURES AHEAD OF LOCAL SWITCHING. FIXTURES SHALL NOT BE WIRED AS KNIGHT LIGHTS. 30 CENTER LIGHT FIXTURE IN 1 /2 PANEL OF THE CEILING TILE AS INDICATED ON THE ARCHITECTURAL REFLECTED CEILING PLAN AND DETAILS. (TYPICAL) O EACH OVERHEAD CABINET SECTION (TYPICAL OF 5) IS TO HAVE THREE (3) 09 FIXTURES PROVIDED BY TENENT AND INSTALLED BY THE EG, ONE ON EACH SHELF LEVEL AND ONE UNDER THE CABINET. SEE DETAIL ON ARCHITECTURAL PLANS. 5O SALES AREA LIGHTING SWITCHES. VERIFY EXACT LOCATION IN FIELD NTH BORDER'S REPRESENTATIVE. O MENUBOARD - SWTCH WITH CABINET LIGHTS O7 PROVIDE AND INSTALL (7) DIMMERS FOR CONTROL OF EACH E-BAR SEATING AREA TRACK CIRCUIT. (2000 WATT RATING EACH). VERIFY EXACT LOCATION WITH BORDERS REP. ! � F t , 1 H A- cor "C- HA-7 CONTi HA-1" HA-20,: CONTAC' HA-9 VIA CONTACTOF - ^' f.= H A-11 M _ CONTACT HA-21 VIE CONTACTC HA-17 (N HA-23 A) CONTACTO HA-25 V7) CONTACTO HA-27 M. CONTACTC HA-29 VIA CONTACTC HA-17 (N i LIGHTING PLAN, LIGHT MID.) C-5" TYPE "F3" TRACK WI1T-1 TYPE "F5" LIGHT HEADS (TYPICAL} 'E "A5" LIGHT TURES (TYP.) r 'E "F3" TRACK REVISIONS ADS F5" uGHT HITECTURAL PLANS FOR AND sEcnoNs IN 4REA COPYRIGHT NOTICE THIS DRAWING IS GIVEN IN CONFIDENCE AND SHALL IBE USED ONLY UPON THE EXPRESS WRITTEN CONSENT OF CEDARWOOD ARCHI— TECTURAL, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT THE WRITTEN CONSENT OF CEDARWOOD ARCHITECTURAL, INC. ALL COMMON RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. (RACK LIGHTING )ICAL) CONTROL WITH DIMMER SHEET TITLE LPLAN PROJECT No. SHEET No. 97045 DATE DRAWN BY R.S.T. CHECKED BY J.D.M. �' JAI RJ1 1 a C "Y" JACK RJ11 RJ11 0 R C D "r JACK RJ38X � � PHONE & DATA JACK LEGEND "Y" JACK "C" JA VOICE GRADE RA 1 JACK FOR WALL OR COLUMN PHONES DUAL RJ11 HARDWIRED TO MAIN MUSIC LINES RJ38X JACK -BISCUIT IN COMPUTER ROOM RJ45 0 A "5' JACK RJ11 R C "14" JACK I RJ45 RJ45 00 A B DATA RJ11-BISCUIT IN COMPUTER ROOM FOR A SPECIFIC LINE MODEM LINE - HQ. COMM. MODEM LINE - WAN BACKUP DATA GRADE 4 PAIR CABLE (CATEGORY 5) DUAL RJ45 MOD TAP JACK RJ11 0 C RJ45 � I A I it J" JACK RA 1 00 RJ1 1 C RJ45 a D RJ45 R A B " Y JACK RJ a PHONE DATA PHONE DATA WAN CIRCUIT -BISCUIT LEGEND 11 , VA VOICE COMMUNICATIONS ONLY - ONE RJ11 (ROUGH -IN A SINGLE GANG BOX) WALL PHONE, FLUSH MOUNT AT 48* A.F.F. 1* C. TO ABOVE CEILING V8 DATA JACK - RJ45 3/4! C. TO ABOVE CEILING VC VOICE & DATA COMMUNICATIONS - ONE RJ11 & ONE RJ45 (ROUGH -IN SINGLE GANG BOX) 314 C. TO ABOVE CEILING VD VOICE COMMUNICATIONS - TWO RJ11 HARDWIRED TO MAIN BOOK & MUSIC LINES Vi VOICE & DATA COMMUNICATIONS - TWO RJ11 & TWO RJ45 (ROUGH -IN SINGLE GANG BOX) 10 C. TO ABOVE CEILING VH DATA COMMUNICATIONS - TWO RJ45 3/4UGC-ITO eANGBOX) ABOVE CEILING VM MAIN MUSIC SOURCE LOCATED IN COMPUTER ROOM — — GENERAL NOTES � TAG NOTES 1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL ROUGH -IN (D Provide 120V duplex outlet at 18* AFF. (D Provide 120V circuit to flush floor box. @ Provide duplex receptacle mounted at 14'-T a.f.f. @ This contractor to stub up above ceiling as directed by WORK FOR FIRE ALARM AND SECURITY SYSTEMS. REFER TO "FEr OFB-1' Q I Provide 120V duplex in flush floor box,an Wire to quad or duplex outlets mounted or at ceiling, whichever is lowest, for flow Mount BORDER'S representative. SHEETS AND FOR REQUIREMENTS. casework as shown. vac system. j-box: at joist @ This contractor to stub up under counter as directed by switched at lighting panel. space with flex cord drop from i-box to BORDER'S representative. 2. PROVIDE AND INSTALL REMOTE TEST STATIONS FOR DUCT -TYPE Q Provide 2 by 4 in. junction box with 3/4" (�) Provide whip at 70 AF (min. 4-'-O* Coll). receptacle. @ Article surveillance system electronics enclosure mounted SMOKE DETECTORS AS REQUIRED BY SPECIFICATIONS. conduit to accessible ceiling. Mount Wire to quad or duplex outlets mounted @ E.C. to provide power to fixtures and install above ceiling. See detail on sheet E-4. 3. E.C. TO OBTAIN ALL PERMITS REQUIRED FOR LOW VOLTAGE box at 1T AFF. on casework as shown. lamps in back-to-back magazine fixtures. @ Article surveillance system alarm transformer above INSTALLATION AS REQUIRED BY LOCAL CODES. (D Provide 120V duplex in flush floor box. provideoutlet at T A.F.F. See detail on sheet E-6. ceiling. (�) Provide data conduits as shown from for gondola listening station(GLS). @ Type *04! fixture. typical unless noted otherwise. @ Article surveillance system wall panel 4. E.C. TO VERIFY ROUGH -IN LOCATIONS FOR SALES FIXTURES flush floor box to accessible ceiling. E.C. to install fixtures and lamps for 95 overstock @ Receptacle for cctv system public view monitor. AND MILLWORK WITH BORDERS REPRESENTATIVE PRIOR TO Provide flex conduit connections from @-@ Not Used fixtures. See detail on sheet E-6. . See detail 42 on sheet *F8" ROUGH -IN. floor box to outlets in counter. Verify @ �C to provide power to fixtures and install lamps @ Receptacle in ceiling for hanging monitor. Verify floor box size and configuration with (fD Article surveillance system pedestal in*kidswail fixtures. See detail on sheet E-6. exact location with BORDER'S rep. Borders. @ Provide disconnect switch above ceiling and make @ Scissor lift power pack-7 1/2 h.p. 0480v-3P-verify @ Provide two 120V circuits to Main Info @ 3/4% Underfloor -fun to electronics enclosure flexible connection to E-­BAR sign. Verify requirements exact location prior to rough -in. Counter via flush floor box. Provide above ceiling for article surveillance system with supplier prior to rough -in. @ 1 1/2*c underground for scissor lift for hydraulic lines. flex conduit connections from floor @ Remote alarm panel for article surveillance system near verily stub -up locations prior to rough -in . box to outlets in counter. Verify floor @ J-box above ceiling for power to article toilet rooms. Provide low voltage wiring to alarm configurationbox size and surveillance system - provide dedicated transformer near toilet moms. I circuit. See detail on sheet E-4. VE MODEM JACK - RA 1 BISCUIT JACK V F ALARM JACK - RJ38X I BISCUIT JACK VW WAN CIRCUIT JACK - RJ48S BISCUIT JACK PHONE 1 - *9 JACK I r K MTD. 44r A.F.F. I . ---I ELECTRICAL DISTRIBUTION CENTER I ui iqr. �zw_w (2)-,eC W/PULLVARE CONCRETE 75 KVA 75 KVA TRANSFORMER 1 - 7310 PHONE ENCASED FOR PRIMARY SERVICE. SUSPENDED SUSPENDED FROM JOISTS 1 - PC 1 9 C' JACK I VERIFY ROUTING WIRH POWER - MUSIC INFO COMPANY. SEE ONE -LINE DIAGRAM CONTACTOR CABINET 1, ' . 2 - 7310 PHONES . I 2 - I PC's 4. 4'x8'x3/4! PLYWOOD TELEPHONE 1 -MAIN MUSK SOURCE 'Ir �"_ - - -a- 'I ///,ONT 9 BOARD. PROVIDE J6 GND. TO BUILDING I VI 1 r ,,_ I 1 2'- T � I T-T T-T T-T T-T I - 1 - JACK *X' JACK MTD. 41r A.F.F. -_ - I - I 1 - * T JACK / _4' W / -C-14 VIA LC-12 VIA LC-10 VIA I 1 �, VERIFY ROUTING&TERMINATION POINT WITH 411 (Z 4 T 0 TELEPHONE COMPANY PRIOR TO BIDDING. '.'ONTACTOR 'C-70 - '.ONTACMR IC-7 - CONTACTOR *C-7 J I CONCRETE BOLLARDS I I / AS RERQUIRED BY I ' ' ' ' POWER COMPANY I ; - ' � & 71-71-7—, r, rA F 7 dZ, C4 1 � ; I ­- � ' ' � . 01 i � 5 � � � , I � �, I ' /11L i �� � � (=1 !11 � ' I I � /I I U \ F_LEC_;`,F'�,.;,. AL , ANFS�L: � , I ; �� 1�1 ' ' � I// ,_ 1 / I I ,,; � -_ , - I � 1 51 7 1 3OA/3P N.F. ", I /11 LA-21 ; 11 �, 0 0 ; ; I HIGH LO - � , � I i //) � �i"7 � � I �; 1= , , ; ___", _ "� , , 5 I , - DISC. SW. � I CONCR07 . I ! J! I � ; I I ; ,_ I 11 , , ' - � I � , I 1 - ! ; I - - - - - - : ' " P01 ­ lk­� - ;/,�', -20, PAD I I - I � , ; I - "____......_..._._. i -..J-- 1.__......._...5._' p-­, ; ; 2Z24-- -----, , - :,! "�.14. . - -7- , I � $ ; 9 I , ­ / ; - I : 1 5 ; W; ; I I ; � ; J U� I I ; I � � W_01� AN, /A T , " L� I f, 1 1 ; EZ 11 (4/3)! r �;;; , f; � 0 / ; � � 17 1W,A-_-'A_-P �� f,��"r-";T � � i � . , — 0 ; � ; :15.0 �C_ � ; � 7­1 I LA. : � ; I : ; : . ; ! � ; - I I METERING / ; ­­­ .111_­41 I i I ; 0480-317� kP)`1,I( A, 1--4, ; � i I I . ; i I ; PEDESTAL / ; i � ! (ON ROOFT I ; k 2C , I , , I �� , , , .7 I I I � I I I � I I_ " ! 14'-6� - - 7 .:3, 1, -, ­1 I / 16 1 r 1� : I 11 I � ac APPROX. LOCATION OF / ; ; � 11[27 1 ; f Q ___� ; ; tilt ; H gr_,,� � ---F,;.--.-.k-----�- ppl-1,3,5 1 � ;: 1/30 H.P.HI M PAD MOUNT TRANSFORMER SECONDARY SERVICE I � �\!��$ r � - � ; __- 20/3 -, LOCATED IN LANDSCAPE ISLE / I ; 012O`V­1* I i ( - : � SEE ONE -LINE / I � i I (31, 17 ; K. — ... . I .-.I- ­­1 . I j i � . I I / P, �_ , I DIAGRAM � i T'-*'"*- "" ; i , d ; t " /_"'�.', , I TO LV. IRMS- � � 1� � , 5 , , , , , , : 3OA/3P N.F. I , ; I I I I I I I I i , , , I I I . I . FORMER; - � ;1 I � cc I ...— .. ..... _...... _­tR49 DISC. SW. I I , , , � , , � ; ./-..... � ; � �_11,; I , I . W.P. --------E1 OFFICE A:]%L.r% -- NEMIA ,�F\) i D� - � ; 7 — ; I PUSH BUTTON ; ; 1 01-cr 11- t � -4 ; LA-24 VIA II � ; ; I ; I X i ; ; - I � H, I- - CONTACT09 I : :i,l - � � ,_-�. I ; "I . OC-60 �5;I 1 LA-13 - � I / I� � ; ,�� i ... I �M I : ,I ; ! i I 5 ; r ; i ; ". : ; I 19 ; ; "9 I ; , i L_� I ; � i ; I f , i . I , 777 I I I I ; ; �0 I I ; MAIL TAB I I � I ; ; � I � ; 31 - 7310 PHONE I : ; ; I ; ; ; I I 1� � I 4. i LIL ; � i . I 1 ; ,,\. ; 1 - I � I : ; ; s ; ; i I 1 : . 1� I . 1 - PC . � ; . � I ; : ! � I ; � I ; ; 1 . I ; I ; 1 - 'C' JACK �_ - i L_LL ! I , I � ; ; I . '. i I I I ;, ; 1 I ; ; � I � I I � I I � I i I I 1 LA- 1 0, i ; A - ; , � F : � ; � 1; . I I . � 1 L�7y , � � I A I \ \ MAGAZINE DESK I i; i��'­ I ..... .... ..... L .. . .... .......... . .......... .. __1 .. . ...... I—.. . ......... ; ____� *\1 " f I I I i , , , , , 1- 7310 PHONE� : ; , �'; . : ; I ; .......... 11.1....n I, . .. ." � 4 5 11 ,1_11, ". I : ; 1 - 'C' JACK ; ; � ; 11.1 \, � � � ; , " � 1, � ; . : 1, . " ; �.­ � : 12'-T � " ; , ; � I � D5 f-...., . .......... . .. - ........ ... ... I........... ; , ". , r ; , 1. .,� ".. , " " . - 1 � , I d� : ...... , 1. . ... I ........ i ..... 11"...... ....... 4 ; 11., , ��` i � MINI INFO : I €,�, 11. I , ', 1 - 7310 PHONE /,RTU\,',5G.'Q M.'C,A. 0 . � 000 ; � %1(1 ,. � 1, , 1 - PC , ; ..... - , \ 3 / "OV�-3$,,,,.� � " \ , , I \ ! ; 1, 1, , ..-----.-7--r--..,-.---..---.-..-..-..;I I � . , , 1. 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I" ., , 'j. , , . , , — " *=�, -, , I ,�� " I ; � *= 1� � --T t I ; 1 '14. 1 1 7� � � I,-;. 4-$ ; LA VIA � `,' 'I q 1 �.Ull ii. , i L 11 ,�, CONTACTOR ; -7 ..... --, - I _� - � � ; � iz , i , I ; / . � , � -,�-� LA ; ,;�, , _._:i ; 1;, I - I 77 , 's, I I 11, ­­ 7 .... . 4 . . . . ...... . .... ...... ... . ..... : HA-40 "," /` \11'. HA- ", ` ; I LA-91 , . i i 114� 1 " -1 [... ; 1�0 ; ,-, 1, : ; I 1 � ., , , --- � i i­__?"., I � ; ; '. . � 1, � � � I - , �, , I , , , , e� n � " x " ,., :>­­ rl- ,,, ­��_�� , ____-, I � � 4 1�=: .... ..... _......­­1 ..... 11.11 .... -d- . . lft=!�­/ 15 1 2.OKW - I �' ;� ` ' 0 M*"' " L "...;% .7"i , I 7 L-4 I , I I I�OF) ' , ' , ' � ' I I `� "i ­1 L11 - ' - '] " '�_' 6 ' ' ' ' , ,I FJ , E HI -1 � , � , \ 12 , i � , , , , , , t--- _ , 3 / I I , 3 , OA 3P , - � ., , , , , , DISC .1 � 'i, , , rS , , . 1� ? , � , I I , I I - 4 I , Iiii, lf.r7 ,#-,-,--Z__, 1__� 0277V-10 I I . %J ... I ....... 1 1� 11 .... ..... 1, /EB_ . , . H\ 2_OKW - �, t1. I I I , " I !*, . � �., ,. * REVISIONS COPYRIGHT N0710E I THIS DRAWING IS GIVEN IN CONFIDENCE AND I i SHALL BE USED ONLY UPON THE EXPRESS WRITTEN CONSENT OF EEDARWOOD ARCHI- ! TECTURAL, INC. NO OTHER USE, DISSEMINATION ; OR DUPLICATION MAY BE MADE WITHOUT I i THE WRITTEN CONSENT OF CEDAR WOOD - � ARCHITECTURAL, INC. ALL COMMON RIGHTS OF I COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. I SHEET i1TLE I � I � ! I I , � ELECTRICAL POWER PLAN I I PROJECT No. I 1 97045 SHEET No. i � DATE ! . ! - I � I I DRAWN BY - / ! R.S.T.CHECKED BY E 2 11 I / I I J.D.M. \ 1. . ------- ____ - - SPO MUSIC MANAGER 11 - 7310 PHONE 1 - 7310 PHONE 1 - PC 3 - 7310 PHONES OTHER 1 PC 1 - "J' JACK 2 - PC's 1-C" JACK i - 11C" JACK 1 - POETS UNE SHARED W/ KRONOS 3 - "C" JACKS i ALL OUTLETS IN OFFICE AREA SHALL BE MOUNTED 36' A.F.F. UNLESS NOTED OTHERWISE ON IS PLAN THIS (TYPICAL) _..._..._...._..._.._..._......_............_...._.._..._........._... ..._. _.._..._.......... ,._ _.... ---- - - - - - - - - - - - - - ---- ------- - - - - -- - - - - - - - - t - LB-12 +4T FAX/NETWORK PRINTER 1 FAX UNE J _ 1 SHAMED KRONOS / POETS UNE +48' ;0 � 1 - PRINTER NETWORK 20 JACK MTD. 48' A.F.F. I LB-10 CASH ASSISACK 16-21 1 FOR EXPANSION _- i I ...... - --.................................... ......,,........._.......... ........ CASH OFFICE 1 - 7310 PHONE I i I 1 - PC 1 - RJ11 KRONOS UNE SHARED W/ POETS i 1 - BELDEN CABLE TO TIME CLOCK 1 r JACK s 1 GENERAL MANAGER 1 - 7310 PHONE r 1 - PC 1 - 'C" JACK LB-18 .v , ESPRESSO BAR MANAGER 1 - 7310 PHONE 1 - PC 1 - "C" JACK E40 E27 E28 E29 E29 WATER HEATER 45KW 0 48OV-30 :::........... ................... .__..... _.......... .-._.... .................. _....._.._...... _.._....................... _....... _... .... 7�7r.._........._ _._ ...._...__..__ . C £, ` MDP-5 f s (, _.� E2 (70/3) 4- i' C _ ....... _............... _ ........ _ _._.•....._..............._.._......._..._ _....._......... EB 18 j _ El EB-1 ..•___....•....._...._....._.. — 1 OOA/3P N.F. DISC.SW. w/ EB-4 EB-6 EB-2 �! i ' - I N..4....__...._q.. . -- 5,7(60/3) E5 EB-3 -31,33,3 ,37 TRANSFORMER SUSPENDED EB-27,2" FROM JOISTS ABOVE CEILING rr EB-13,39,41 EB-15,17, 6 II - i 0 ®-21,-S,25 PANEL EB' II _ - I' EB-9,11 I I EB-8 EB-12.,m (20/2) '�, 5 -= _................... _.._.._.•_ ........•...._.._...•..._..._ :...._._... ..:_....... 21 I 1 I 29' E; RR= BAR PHONE 1 A JACK MTD. 48' A.F.F. _..__.• . _ _...__. _..._... _ _... �..'...__. _-; _,' I1..I._... _..._...__ .....�. 1 - 7310 PHONE WITH 25' CORD '- E29 E13 E9 E9 E25' E29 E36 E38 E14 E29 E15 IIE29 IE30 E34 E3 E32 Il ............. ... .... ........... ..._: ESPRESSO BAR REGISTER 1 - POS 1 - 'R' JACK E24 E10 E11 E11 E18 E17 E-BAR POWER PLAN, SCALE : 1 /4" =1'-0" LB-8 SFORMER BUZZER & T:SWITCH MOUNTED I'AF.F. & OVERRIDE MOUNTED 48' A.F.F. LB-14 LB-16 2'C W/PULLWIRE TO MAIN LB-17 TELEPHONE BOARD N ...._. _....._.._....•_. W E — g SEE COMPUTER LB-19 CLOSET DETAIL 1 ON SHEET E-4 ,I ` t . V k LB-23 n --i� A LB-11,13,15 tt ; ECEPTACLE +42" FOR TIME CLOCK LB-200.,��rt'' LB-1 �I LB-3 - LB-7 PROVIDE A QUAD-1 J-BOX +41T' J TIME CLOCK RECEPTACLE ABOVE FOR TIME CLOCK. BELDEN CABLE TO CASH OFFICE MOUNTING SHELF PROVIDE 3/4% TO & DUPLEX ABOVE JOIST SPACE. PROVIDE LUNCH ROOM CEILING FOR CCTV BELDON CABLE TO CASH 1 - 7208 PHONE MTD. 0 A.F.F. SYSTEM. SEE DETAIL OFFICE. 1 - 'A" JACK 14 ON DRAWING ' FB' COMPUTER CLOSET 1 - -208 PHONE MTD. 4 A.F.F. 1 - 'A" JACK 2 - 'V JACK 2 - ' F" JACKS 1 - "W JACK OFFICE AREA POWER PLAN, SCALE : r =1'-a" J V.F.I. +42' C { f t � 1 - 7324 PHONE 1 - PC 1 - ANSWERING MACH. HARDWIRED TO 2ND RJ11 1 - PRIVATE UNE 1 - JACK GENERAL 1 ALL THE EQUIPMENT PROVIDED BY THE F.S.E.C. SHALL B DELIVERED TO THE JOB AND SET -IN -PLACE, READY FOR FINAL CONNECTIONS. MECHANICAL AND ELECTRICAL CONTRACTORS SHAD_ PROVIDE FINAL CONNECTIONS, AND ALL MATERIALS REQUIRED FOR CONNECTIONS, IN ACCORDANCE TO LOCAL CODES. 2 R IS THE RESPONSIBIUTY OF THE MECHANICAL AND ELECTRICAL CONTRACTORS TO VERIFY U11UTY REQUIREMENTS FOR ALL EQUIPMENT SHOWN AS EXISTING AND/OR NOT IN CONTRACT (N.I.C.) 3 ALL U11UTY SERVICES SHOWN IN WALLS SHAD_ BE STUBBED OUT OF THE WALL AT HEIGHT GIVEN, NOT RUN ON THE FACE OF THE WALL HEIGHTS GIVEN FOR UTILITY SERVICES STUBBED OUT OF FLOOR ARE TO TOP OF SERVICE. 4 ALL DIMENSIONS GIVEN ARE FROM FINISHED SURFACES (WALLS, FLOORS, ETC.) TO FINISHED SURFACE AND/OR CENTERLINE OF UTIUTY SERVICE. 5 FLEXIBLE CONNECTION TO DISH MACHINE AND TO ICE MACHINE SHAD_ BE MADE WITH SEAL-TITE. 6 CONDUIT FROM JUNCTION BOX TO CONNECTION PROVIDED IN MILLWORK PACKAGE. E.C. TO PROVIDE WIRE FROM J.B. TO CONNECTION AND PROVIDE OUTLET AND COVER. REVISIONS COPYRIGHT NOTICE THIS DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY UPON THE EXPRESS WRITTEN CONSENT OF CEDARWOOD ARCHI— TECTURAL, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT THE WRITTEN CONSENT OF CEDARWOOD ARCHITECTURAL, INC. ALL COMMON RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. 0 %M 'D 180 9 10 L ee SHEET TITLE ENLARGED ESPRESSO BAR 8c ENLARGED OFFICE AREA PROJECT No. 9704.5 SHEET No. DATE DRAWN BY _ R.S.T. CHECKED BY J.D.M. i ELECTRICAL ABBREVIATIONS A - AMPS AC - AIR CONDITIONING AFF - ABOVE FINISH FLOOR AFG - ABOVE FINISH GRADE AHU - AIR HANDLING UNIT BBH - BASEBOARD HEATER BKR - BREAKER C - CONDUIT CCATV - CLOSED CIRCUIT TELEVISION CKT - CIRCUIT CU - COPPER CUH - CABINET UNIT HEATER E.C. - ELECTRICAL CONTRACTOR E.M.T. - ELECTRICAL METALLIC TUBING E.W.C. - ELECTRIC WATER COOLER EM - ELECTRIC WALL HEATER F - FUSE G.F.I. - GROUND FAULT INTERRUPTING PROTECTION H.I.D. - HIGH INTENSITY DISCHARGE H.P. - HORSEPOWER J-BOX - JUNCTION BOX KVA - KILOVOLT AMPERE KW - KILOWATTS MAN - MASTER ANTENNA TELEVISION MCC - MOTOR CONTROL CENTER MECH - MECHANICAL MTD - MOUNTED N.E.C. - NATIONAL ELECTRICAL CODE N.I.C. - NOT IN CONTRACT N.L - NIGHT LIGHT N.T.S. - NOT TO SCALE P - POLE (PHASE) PVC - POLYVINYL CHLORIDE PNL - PANEL SW - SWITCH TV - TELEVISION TYP - TYPICAL U.H. - UNIT HEATER V - VOLTS VAV - VARIABLE AIR VOLUME W - WATTS WH - WATER -HEATER WP - WEATHERPROOF X'FMR - TRANSFORMER GENERAL NOTES (APPLY TO ALL PLANS) 1. FINAL CONNECTIONS TO ALL LAY -IN FLOURESCENT FIXTURES ARE TO BE MADE WITH GREENFiELD FLEXIBLE CONDUIT. 2. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF LIGHT FIXTURES. CONTRACTORS TO CORRELATE LOCATIONS OF LIGHTING, SPEAKERS, AIR DIFFUSERS, GRILLES, AND THE LIKE, WITH REFLECTED CEILING LAY -OUTS AS REQUIRED AND DIRECTED BY THE ARCHITECT. 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND/OR ROOM FINISH SCHEDULE TO DETERMINE PROPER TYPE OF LIGHT FIXTURE REQUIRED FOR THE CEILING CONSTRUCTION PRIOR TO ORDERING THE FIXTURES AND SHALL PROVIDE FIXTURES THAT ARE COMPATIBLE WITH THE CEILING SYSTEM. 4. ALL EMERGENCY SYSTEM WIRING SHALL BE IN SEPARATE RACEWAY IN ACCORDANCE WITH ARTICLE 700 OF N.E.C. 5. ALL DEVICES, EQUIPMENT, FIXTURES, AND THE LIKE, MUST BE GROUNDED BY USE OF A PROPERLY SIZED GROUNDING CONDUCTOR. MECHANICAL/ELECTRICAL BONDS OF THE METALLIC RACEWAY SYSTEM SHALL ALSO BE MAINTAINED. 6. REFER TO MECHANICAL PLANS FOR EXACT LOCATION OF MECHANICAL EQUIPMENT AND LOCATE DISCONNECT SWITCHES IN ACCORDANCE VWTTH THE N.E.C. 7. REFER TO DIV. 15 SPECIFICATIONS, HVAC PLANS AND PLUMBING PLANS FOR ADDITIONAL ELECTRICAL WORK AND REQUIREMENTS. 8. REFER TO "CONTROL SCHEMATICS" MECHANICAL DRAWINGS FOR ADDITIONAL CONTROL WIRING AND CONTROL CONNECTIONS. 9. ALL RECEPTACLES SHOWN BACK-TO-BACK IN WALLS SHALL BE SEPARATED BY 8" MINIMUM. 10. ALL WIRING SHALL BE INSTALLED IN CONDUIT. 11. EQUIPMENT ABOVE CEILINGS SHALL BE PLENUM -RATED. 12. COORDINATE/VERIFY EXACT LOCATION OF ALL EQUIPMENT PRIOR TO ROUGH -IN FOR ALL OUTLETS. 13. BRANCH CIRCUIT WIRE SIZES (AND CONDUITS) SHALL BE INCREASED FROM THOSE INDICATED ON THE PLANS TO PREVENT EXCESSIVE _ VOLTAGE DROP. BRANCH CIRCUITS SHALL BE INSTALLED WITH WIRES OF SUFFICIENT SIZE SO THAT VOLTAGE DROP BETWEEN THE PANEL AND THE LOADS DOES NOT EXCEED LIMIT OF 37. 14. WIRE SIZES SHALL BE BASED ON THE 60 DEGREES C. AMPACITES FOR WIRE SIZES NO. 14-1 A.W.G., AND 75 DEGREES C. AMPACiTiES FOR WIRE SIZES #1/0 A.W.G. AND LARGER. 15. CIRCUITS MAY BE MULTIPLEXED IN CONDUIT PROVIDED WIRE IS PROPERLY DERATED AND CONDUIT SIZED PER CODE. UNDER NO CIRCUMSTANCES SHALL MORE THAN NINE (9) CURRENT CARRYING CONDUCTORS BE RUN IN A SINGLE CONDUIT. 16. PROVIDE A CODE -SIZED GROUND WIRE IN ALL CONDUITS IN ADDITION TO THE WIRE FILL INDICATED ON THE PLANS. 17. REFER TO DIV11 AND DIV.14 SPECIFICATIONS FOR ADDITIONAL ELECTRICAL REQUIREMENTS FOR EQUIPMENT. ELECTRONIC ENCLOSURE ALARM TRANF. VERIFY EXACT LOCATION � iM1H BORDERS REP. REMOTE ALARM FLUSH BACK BOX WITH SINGLE GANG TRIM RING. VERIFY EXACT LOCATION WITH BORDERS REP. CEILING WALL PANG: — FINISHED FLOOR 0 WASHROOM DOORS ONE UNE SCHEMATiC NO SCALE OVERIDE SWITCH WEATHERPROOF SURFACE -TYPE, f- BUZZER PUSHBUTTON. 24VAC, 10AC J T EDWARDS 134OA-G5 (EDWARDS 41786C-8) NEAREST 120V.7 1PH RECEPTACLE CIRCUIT LV FRONT DOOR LV REAR DOOR SIGNALLING XFMR 120VAC TO 24VAC, 20VA (EDWARDS #592) DOOR EU SYSTE.1 DIAGRAM NO SCALE Limin Irmt PT TOILET ROOM FAN&GHT WiRING DIAGRAM NO SCALE I.V%armin 4nll 1-T N OV-10 L d'_11" /4" PLYWOOD J38X (2) p ® p p HOMOCOp RACK , f!010 m M ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION 20A-120/277V SINGLE POLE SWITCH - MOUNT 48" AFF $3 20A-120/277V THREE-WAY SWITCH - MOUNT 48" AFF $P 20A-120/277V SINGLE POLE SWITCH WITH PILOT LIGHT -MOUNT 48" AFF $D UNEAR SLIDE DIMMER. RATING AS REQUIRED. - MOUNT 48" AFF 20A-125V GROUNDING TYPE DUPLEX RECEPTACLE MOUNT 48" AFF, UNLESS NOTED OTHERWISE 20A-125V GROUNDING TYPE DOUBLE DUPLEX RECEPTACLE MOUNT 48" AFF, UNLESS NOTED OTHERWISE 20A-125V ISOLATED GROUND TYPE DUPLEX RECEPTACLE MOUNT 48" AFF, UNLESS NOTED OTHERWISE CONDUIT WITH WIRING RUN CONCEALED IN WALL OR CEILING SPACE (OR EXPOSED IN UNFINISHED AREAS WITH THE APPROVAL OF THE ARCHITECT.) CROSS HATCHES INDICATE NUMBER OF CONDUCTORS. PROVIDE A CODE -SIZED GROUND WIRE IN ALL CONDUITS IN ADDITION TO THE WIRE FILL SHOWN. CONDUIT WITH WIRING RUN CONCEALED BELOW FLOOR. CROSS - HATCHES INDICATE NUMBER OF CONDUCTORS. PROVIDE A CODE -SIZED GROUND WIRE IN ALL CONDUITS IN ADDITION TO THE WIRE FiLL SHOWN. O JUNCTION BOX - SiZE PER N.E.C. MOUNT 18" AFF, UNLESS NOTED OTHERWISE MOTOR PANELBOARD ® DISTRIBUTION PANEL MANUAL MOTOR STARTER WITHOUT OVERLOADS. 0 MANUAL MOTOR STARTER WITH OVERLOADS AND LOCK -OFF HASP. ® MAGNETIC STARTER WITH OVERLOADS. COMBINATION MAGNETIC STARTER WITHH OVERLOADS AND SAFETY SWITCH. PROVIDE FUSIBLE TYPE WHERE INDICATED. SAFETY (DISCONNECT) SWITCH. ® PLUGMOLD C LOW -VOLTAGE PUSHBUTTON - WEATHERFPROOF FLUSH FLOOR BOX - HUBBELL 42503 WITH DUPLEX RECEPTACLE, BRASS COVERPLATE AND BRASS CARPET FLANGE. FLUSH FLOOR BOX -- HUBBELL ##2503 WITHH BRASS COVERPLATE, & BRASS CARPET FLANGc. PIRO'Y CE- FLEX CONNECTION TO GONDOLA RECEPTACLES. QUADRAPLEX RECEPTACLE MOUNTED IN GONDOLA. FLUSH FLOOR BOX - HUBBELL #84333 WITH (1) DUPLEX RECEPTACLE, • o (1) DUPLEX I.G. RECEPTACLE, DATA JACK, BRASS COVERPLATES, BRASS CARPET FLANGE AND ALL REQUIRED ACCESSORIES. LOW -VOLTAGE TRANSFORMER 6 LOW -VOLTAGE BUZZER FIRE ALARM DUCT TYPE SMOKE DETECTOR 0o FURNISHED AND INSTALLED BY EC. CEILING -MOUNTED SMOKE DETECTOR WITH AUXILARY CONTACTS. so a FURNISHED AND INSTALLED BY EC. WIRE FROM CONTACTS TO ELEVATOR CONTROL PANEL FOR ELEVATOR RECALL. HD e HEAT DETECTOR WITH AUXILIARY CONTACTS FURNISHED AND INSTALLED BY E.C.. WIRE FROM CONTACTS TO ELEVATOR CONTROL PANEL FOR ELEVATOR RECALL. ? �_ 3"OMiC. & 1 -2"C. OE BUSHING ON EACH END) ON , PHONE TERMINAL STRIPS Im � P,�I ao�Ex caam I I 721 3/4" PLYWO BACK 8' PLUGMOLD W/i.G. RECEPT. V O.C. FOR 2' CONDUIT FR)OMrABOVEUITS CEILING TO DATA FOR TELEPHONE 4'—O" AFF — PROVIDE BUSH KSU HOMOCO RACK `�-aNEAC O TELEPHONE O TERMINAL RACK STRIPS (2) LOOP START LINES II F&SF I (2) RJ 31X JACKS P0mi PROVIDED BY PHONE COMPANY. J APROX 6" ABOVE FALSE CEILING F=7 Pam. UeuRo Aux �1- a 0 � � I I ( V—{- ONBOX DUPLEX DEDICATED CIRCUIT. WER OUTLET RIGHT BOTH ENDS ALARM PANEL PANEL PLAN Compu ER CLOSET NO SCALE NOTE: E.C. SHALL PROVIDE COMPLETE ROUGH -IN FOR ARTICLE SURVEILLANCE SYSTEM AND ALL POWER WIRING. LOW VOLTAGE CONTROL WIRING AND EQUIPMENT NALL BE SUPPLIED BY SENSORMATiC. LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION LOCATION MOUNT. LAMP(S) MANUF. CATALOG # CAPITOL PART # A-1 RX4 - 18 CELL PARABOLIC RETAIL LAY -IN GRID 3-32WT8 COLUMBIA T8P4243G4936312BC3EO BBE240307 277V 3"ALUM. LOUVER 3500K A-2 2X4 - 18 CELL PARABOLIC RETAIL LAY -IN GRiD 3-32WT8 COLUMBIA T8P424,3G4936312BC3EOEM BBE24D307E 277V " ALUM. LVR. & EM PACK 3500K A-5 12X4 - PRISMATIC LENS OFFICES CORRIDORS E-8AR LAY -IN GRID 4-F32WT8 Li HTOLIER XT2GVA440---VA BBE4L2X4TR07 (277V) BACKROOM 3500K A-6 2X4 PRISMATIC LENS OFFICES/CORRIDORS E-BAR LAY -IN GRID 4-F32WT8 LIGHTOLIER XT2GVA440---VA--EM B8E4L2X4TRO7E 277V + EM PACK BACKROOM 3500K A-7 2X2 PRISMATIC LENS BACKROOM LAY -IN GRID 2-PLL40W MERCURY 34E-240-RS-9A-BIAX NAE2L2X2TR07 (277V) SY21878 A-9 20-18CELL PARA 28ALLAST & EM SALES FLOOR LAY -IN GRID 3-F32WT8 COLUMBIA P4244G43481-2. W EM NAE24D307E-2 277V CENTER LAMP ON N CIRCUIT 3500K B-1 2X2 -9 CELL PARABOLIC SALES FLOOR/MISC. LAY -IN GRID 3 COMPACT LIGHTOLIER DPS2G9LP3U4X3 NAE22D3B7 277V 3" ALUM LOUVER LOCATIONS PL-L 4-OW B-3 2X2 PRISMATIC LENS BACKROOM LAY-M GRID 3 COMPACT I MERCURY 34E-340-8IAX-9A-ELB NAE3L2X2TRB7 (277V) TROFFER PL-L 40W 8-4 2X2 PROSMA11C LENS TROFFER BACKROOM LAY -IN GRID 3 COMPACT MERCURY 34E-340-BIAX-9A-ELS-EM NAE3L2X2TRB7E 277V WITH EM PACK PL-L 4OW C-1 8" X 4' WALL WASH SALES FLOOR LAY —IN GRID 2—PL—L 40W SIMKAR NATWW84240TT13142 SM4'WALLWASHER 277V (PAR AWASH 3500K C-2 8"X2' WALL WASH SALES FLOOR LAY -IN GRID 1-PL-L 4OW SIMKAR NATWW82140TTB142 SM2'WALLWASHER 277V PARAWASH) 3500K D-2 8' 2LT STRIP FLUORESCENT MISC. SURFACE 4-F32T8/ LIGHTOLIER SW242RSHPF BBE2L4STT807 120V D-3 4' 2LT STRIP FLUORESCEN1 MISC. SURFACE 2-F32T8 LIGHTOLIER SW240RSHPF 8BE2L4ST07 120V 3500K D-4 3' STRIP FLUORESCENT OVERSTOCK SURFACE 1-F25T8 MERCURY MM-125-OCT-C-ELB 8BE1L3ST07 120V, WITH REFLECTOR 3500K MM-R-130-0 NAMMR1300 0-5 2' 1LT STRIP FLUORESCENT OVERSTOCK SURFACE 1-F17T8 MERCURY MM-117-OCT-C-ELB NAEI1_2ST07 (120V) WITH REFLECTOR 3500K MM-R-120-D NAMMR120D 35 RS 0-8 3' FLUOR. W PRISMATIC UNDER CABINETS SURFACE 1-F25T8 MERCURY MP9-125-RSA BBMP9125RSA 3500K D-9 4' FLUOR. W/PRISMATIC UNDER CABINETS SURFACE 1-F32T8 MERCURY MP9-132-RSA BBMP9132RSA 3500K 0-10 2' FLUOR. W/PRISMATIC UNDER CABINETS SURFACE 2-F17T8/ MERCURY MP9-117-RSA BBMP9117RSA 0-14 2' 1 LAMP FLOUR FIXTURE BATHROOMS SURFACE F20T12 LOL BEL.MONT 5481 WH LR5481 WH 120V W LENS 3500K E-i 8" DBL. COMPACT FL. GENERAL USE RECESSED -PLC26W PRESCOUTE CFR826EM 492 BBCFR826EB 86492 277V DOWNLIG14T 3500K F_ " DBL. COMPACT FL, GENERAL USE4 120V E-20 6" INCANDESCENT E-BAR SEATING ONLY RECESSED 75PAR30 FL JUNO TC2 9324WH G2405 NATC2 NA9324WH 88G2405 DOWNLIGHT-DIMM ABLE 120V F-1 MONOPOINT ATTACHMENT MISC. LOCATIONS SURFACE N/A LIGHTOLIER 6190WH MATTE WHITE 886190M F-3 8'-0" TRACK MISC. LOCATIONS SURFACE N/A I LIGHTOLIER 6008M NA6008M F-4 4' -O" TRACK MISC. LOCATIONS SURFACE N/A LIGHTOLIER 6004YM NA6004WH F-5 PAR30 GiMBLE RING MISC. LOCATIONS SURFACE 6OW PAR30 LIGHTOLIER 9023MH BB9023WH 120v TRACK LIGHT 120V N F-1 F-4 H FL-130V F-7 LYTEELOOD SCOOP MISC. LOCATIONS SURFACE 2-PL13W LIGHTOLIER 8641 WH 888641 WH TRACK HEAD N F-3 F-4 3500K F-8 IMINI CONE -TRIPLEX GLASS E-BAR RECESSED 35W LIGHTOLIER 8641 8625 8613 998641WH BB86259K HANGING FIXTURE HALOGEN 888613WH 120V F-9 6" DIA 1 LAMP FLUOR. CASH WRAP AREA PENDENT 13W PL QUAD LIGHTOLIER 8018CLV 993 BB8018CLV 7993 CYLINDER MOUNT F-18 1CORD HUNG FIXTURE E-BAR PENDENT 10OW A21 PROGRESS P5069-30 BBPR5069-30 BLACK ADAPTER WHITE PROGRESS P8727-31 P8727-28 BBP8727-31 BBP8727-28 BLACK CORD/WHITE I PROGRESS P8625-31 BBP8625-31 BLACK TRACK NIPPLE PROGRESS 003120-245 88003120-245 8' BLACK TRACK WHITE PROGRESS P6245-31 P6245-28 BBP6245-31 BBP6245-28 4' BLACK TRACK WHITE PROGRESS PP6244-31 P6244-28 BBP6244-31 BBP6244-28 BLACK END FEEDS WHITE I PROGRESS P8746-31 P9110-28 BBP8746-31 BBP9110-28 BLACK CONNECTORS WHITE PROGRESS P8720-31 P91125-28 BBP8720-31 88P9115-28 G-1 EXIT SIGN MISC. LOCATIONS I SURFACE 2-F8T5 W PRESCOLITE PEXL3REN NAPEXL3REN 120 277 G-3 EMERGENCY LIGHTING UNIT MISC. LOCATIONS ( SURFACE 2-7.5W INC. PRESCOLITE EDS2-EV1 PODS -EV1 120/277 H-1 H.I.D. RECESSED DOWNLIGH MISC. LOCATIONS RECESSED 1-10OW MH LIGHTOLIER DL7F1OHA DL7CL+ BBDL7F10HA BBDL7CL ED-17 1951 NA1951 H-2 H.I.D. RECESSED DOWNLiGH MISC. LOCATIONS RECESSED 1-175W MH LIGHTOLIER DL9B175HB DL9CL+ BBDL9B175H8 BBDL9CL (277V) ED-28 1951 NA1951 J-i IWALL BRACKET 4' FIXTURE STAIRWAY SURFACE 2-F32T8 MERCURY MP65-232-OCT-A-ELB-277 BBMP652320CTAELE3 277V) J-2 I WALL BRACKET 4' FIXTURE STAIRWAY SURFACE 2-F32T8 MERCURY MP65-232-OCT-A-EL13-EM 277V 1 WITH EM PACK K-1 WALL PACK OUTDOOR WALL MOUNT SURFACE 10OW MH STONCO WPM101MAL 5TWPM101MAL 277V L-1 JOUTDOOR WALL PACK WHITE OUTDOOR SURFACE 7OW MH BEGA 2887MHB 887MH 277V L-2 IOUTDOOR WALL PACK OUTDOOR SURFACE 2-26WPLC BEGA 2690P BB2690P 277V L-6 WALL-MTD EXTERIOR FIXTURE ABOVE ENTRY SURFACE 1-175WMH BEGA 6297 MH DIE CAST ALUMINUM WITH AWNING ED-17 WHITE FINISH — INTEGRAL BALLAST Y-1 4' 2LT INDUSTRIAL STOCK ROOM CHAIN HUNG 2-F32T8 MERCURY MIE6-232-OCT-ELE NAE21.41ND07 277V SURFACE 3500K Y-2 4' 2LT INDUSTRIAL STOCK ROOM CHAIN HUNG 2-F32T8 MERCURY MIE6-232-OCT-ELE-EM NAE21_41ND07E 277V & EM PACK SURFACE 3500K Y-3 8' 2LT INDUSTRIAL STOCK ROOM ICHAIN HUNG 4-F32T8/ MERCURY MIE6-232-OCT/8T-ELB NAE21_41NDT807 277V) SURFACE 3500K ELECTRONICS FY EEXACTENURE 120V AC (3/4"C) W/ BORDERS REP. E.C. TO INSTALL DUPLEX OUTLET IN CABINET 3/4MC REMOTE ALARM FLUSH A FINISHED BACK BOX WITH SiNGLE CEILING GANG TRIM RING. VERIFY EXACT LOCATION WITH BORDERS REP. --PEDESTAL (TYP. / FLOOR 3/4" CONDUIT L - �BELOW SLAB (TYP� FORM LOW VOLTAGE CABLE3 CONDUIT UNDER FL+ ONE UNE INO SCALE 5.3" i" CONDUIT STUB -IN C1� REVISIONS COPYRIGHT NOTICE THIS DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY UPON THE EXPRESS WRITTEN CONSENT OF CEDARWOOD ARCHI— TECTURAL, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT THE WRITTEN CONSENT OF CEDARWOOD ARCHITECTURAL, INC. ALL COMMON RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SCHEDULES & DETAILS PROJECT No. 97045 SHEET No. DATE DRAWN BY -4 R.S.T. CHECKED BY J.D.M. PANELBOARD DESIGNATION LA LOCATION 120/208 VOLTS 3 PH. -4 VIRE SOLID NEUTRAL MOUNTINGS FLUSH _ SURFACE _, j. AMPERE BUS 2M AMPERE MAIN CKT BKR FED FROM, TOP _ BOTTOM _ AMPERE INT.CAP, SPECIAL WITH INSULATED GROUND BAR KVA DESCRIPTION 20/1 A B C 20/1 ^ L2 ^ L2 1.4 2.4 1.2 2.8 0.7 1.6 2.4 1.4 1.3 30. L2 I 1.5 1.5 ^ '�` 100/3 ^ 7,3 ^ 5.9 ^ 4.4 ^ -FLUSH DESCRIPTION KVA 1 0.6 CASH WRAP I.G. RECEPT MAIN DWO I.G. RECEPT 0.6 2 3 0.6 CASH WRAP I.G. RECEPT MAIN INFO RECEPT 0.6 4 5 0.6 CASH WRAP I.G. RECEPT MAG RACK LTS 018 6 7 1.6 CASH WRAP RECEPT, FLR LTG OUTLETS 0.8 8 9 0.6 ARTICLE SURVEILLANCE SYSTEM SMALL/MINI INFO RECEPT 0.6 10 11 1.6 COLUMN RECEPT. SMALL/MINI INFO W. KLL. 1.2 12 13 0.6 MAIL DESK ABLMUSIC RECEPT CONTRCLOCK/COUNTER 0.1 14 15 lA MAIIL DESK ABLE RECESTOCK E-BAR SIGN 0.6 16 17 1.2 FLOW -VAC & GUH-1 WATER COOLERS 1.2 18 19 I 0.8 TOILET R®M RECEPT. LISTENING POSTS 0.6 20 21 0.2 TELEPHONE BD. REC. KIDS WALL LIGHTS 1.1 22 23 1.6 TOILET RM. LTS/FAN OVERSTOCK LIGHTS L5 24 25 SPARE MONO POINT LIGHTS 1.2 26 27 SPARE TRACK LIGHTS 1.5 28 29 SPARE 1.5 30 31 SPACE SPARE 32 33 34 35 1 36 371 PANEL 'LC' 7.3 38 39 59 40 41 4.4 42 KVA SUB TOTALS 14.2 1 127 15.5 DEMAND FACTOR _LIL CONN'D LOAD KVA 424 DEMAND LOAD KVA gi- DEMAND AMPS 117.7 Q INDICATES CIRCUIT TO BE CONNECTED TO ISOLATED GROUND BUS PANELBOARD DESIGNATION PP1 LOCATION 277/480 VOLTS 3 PH, 4 WIRE SOLID NEUTRAL MOUNTING, FLUSH _ SURFACE _ _4 SL AMPERE BUS 400 AMPERE MAIN L.O. FED FROM} TOP _ BOTTOM _ AMPERE INT,CAP, SPECIAL hbf KVA I DESCRIPTION 20/3 A 3 25/3 ^ 10.6 ^ 10.6 50/3 to 5 3 ^ 27.8 '` 27.8 50/3 27'8 SO/3 ^ 27,8 ( ^ 27.8 25/3 27.8 20/3 ^ 9.5 ^ 9.5 I 40/3 9.5 ^ ^ 6.7 ^ 6.7 ^ 6.7 20/3 1.7 1 ^ 1.7 ^ I L7 ^ ^-�--'� ^ ^ DESCRIPTION KVA o 1 4.2 RTU-1 RTU-2 6.4 2 3) 4.2 6.4 4 5 4.2 6.4 6 7 13.9 RTU-3 RTU-4 13.9 8 9 13.9 j 13.9 10 11 1 13.9 13.9 12 13 13.9 RTU-5 RTU-6 13.9 13,9 14 16 15 13.9 1 17 13.9 13.9 '18. 19 6.4 RTU-7 SCISSOR LIFT 3.1 3.1 20 22 21 6.4 231 251 6.4 6.7 ECH-1 3.1 24 SPACE 26 27 6.7 28 29 6.7 30 31 - SPACE EUH-1 1.7 32 33 1.7 34 351 1.7. 36 37 1 SPACE 38 39 I 40 41 ! 42 KVA SUB TOTALS 184.1184.11 84.1 DEMAND FACTOR 1,0_. CONN'D LOAD KVA 252.3 DEMAND LOAD KV .5E.3- DEMAND AMPS 303.5 C-# INDICATES CONTACTOR CONTROL Q Q Q :-6 Q co -7 Q -6 m :-6 :-6 PAD -MOUNTED TRANSFORMER (480/277V-30-4W SECONDARY) TRANSFORMER SHALL BE LOCATED 10'-0' FROM WINDOW AND DOOR OPENINGS. PROVIDE CONCRETE - FILLED BOLLARDS AROUND TRANSFORMER TO POWER COMPANY SPECS. ---� CONCRETE PAD BY E.C. TO POWER COMPANY SPECS. (2)-4'C W/PULL WIRE (CONCRETE -ENCASED) FOR PRIMARY ELECTRIC SERVICE BY E.C. TO POWER COMPANY SPECS. (BURIED 36' TO TOP OF DUCT BANK). ROUTE TO UTILITY POLE, VERIFY POLE LOCATION WITH POWER COMPANY. PROVIDE 90' LONG SWEEP GALVANIZED ELLS AT POLE AND 10'-0' LONG GALV, CONDUIT UP POLE. PROVIDE PULL BOXES WHERE REQUIRED BY POWER COMPANY. PANELBOARD DESIGNATION III .. LOCATION . t20/248 VOLTS 3_PH. WIRE SOLID NEUTRAL MOUNTING FLUSH _ SURFACE X tram AMPERE BUS M AMPERE MAIN CKT BKR FED FROM+ TOP _ BOTTOM _ AMPERE INT,CAP. SPECIAL INSULATED ISOLATED GROUND CKT M, KVA DESCRIPTION 20/1 B C 20/1 ^ 1.2 '1 1.2 - 1.2 2.2 0.8 0.8 1.8 1.0 1.0 L2 0,2 ^ r-. 30� 2 3.4 2 j 2 3.4 ^ 20/1 20/1 ^ .-. ^ ( ^ ^ '� ^ DESCRIPTION KVA 1 1.2 REFRIGERATOR SPARE - 2 3 1.2 MICROWAVE SPARE - 4 5 - SPARE SPARE - 6 7 0.6 LOUNGE RECEPT OFFICE I & RECEPT 0,6 8 9 1.6 ROOFTOP RECEPT OFFICE LG. RECEPT 0.6 10 11 0.2 COMPUTER ROOM REC. OFFICE RECEPT 0.6 12 13 0.2 OFFICE LG. RECEPT 0.6 14 15 0.2 OFFICE RECEPT 1.6 16 17 0.4 CCTV RECEPT 0.6 18 19 0.6 COMPUTER RM. PLUGMOLD OFFICE LG. RECEPT 0.4 20 21 0.4 I.G. QUAD RECEPT OFFICE RECEPT 0.8 22 23 0.2 TIMECLOCK SPARE - 24 25 SPARE SPARE - 26 27 2.6 AHU-i UNCONDENSING .L.A, 0.8 28 29 2.6 j CONDENSING UNIT 7.4 F.L.A. 0.8 30 31 SPARE SPARE SPACE 32 34 36 38 40 42 33 35 + 37 SPACE 39 41 KVA SUB TOTALS 14.2 9.8 5.4 DEMAND FACTOR IL_ rEl-Im-ID LOAD KVA 19.4 DEMAND LOAD KVA 19.4 53,8 Q INDICATES CIRCUIT TO BE CONNECTED TO ISOLATED GROUND BUS x INDICATES HACR-RATED BREAKER NOTES, 1. THE ELECTRICAL PANELS AND TRANSFORMERS FOR THIS PROJECT SHALL BE PURCHASED BY THE ELECTRICAL CONTRACTOR FROM W.R. CONTROL PANELS INC. (1-800-417-7543 - CONTACT! MICHAEL WISE) THE ELECTRICAL CONTRACTOR SHALL RECEIVE AND COMPLETELY INSTALL ALL EQUIPMENT. 2. THE ELECTRICAL DISTRIBUTION CENTER SHALL BE SHIPPED IN TWO PIECES WHICH MUST BE BOLTED TOGETHER BY THE ELECTRICAL CONTRACTOR. FEEDERS WITHIN EACH SECTION SHALL BE PREWIRED AT THE FACTORY. FEEDERS CONNECTING BETWEEN THE TWO SECTIONS SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. 3. THE ELECTRICAL CONTRACTOR SHALL CHECK THE TORQUE ON AND TIGHTEN ALL FACTORY MADE WIRE CONNECTIONS. 4, THE CONTACTOR CABINET, PANEL 'Ell' AND THE DRY -TYPE TRANSFORMERS WILL BE SHIPPED LOOSE FOR INSTALLATION AT LOCATIONS SHOWN ON PLANS. 5. THE ELECTRICAL CONTRACTOR SHALL TYPE -IN ALL PANEL DIRECTORIES. 6. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A 4' HIGH CONCRETE CURB UNDER ALL FLOOR -MOUNTED ELECTRICAL EQUIPMENT, 7. SHOP DRAWINGS MUST BE SUBMITTED TO AND APPROVED BY THE ENGINEER PRIOR TO SHIPMENT OF ELECTRICAL EQUIPMENT, M POWER COMPANY COMMONWEALTH ELECTRIC 484 WILLOW STREET HYANNIS, MA 02601 CONTANCT, MR. RICHARD FRENCH PHONE+ (508) 291-0950 EXT. 5777 PANELBOARD DESIGNATMN..LC LOCATION 120/20$ VOLTS 3- PH. -4- WIRE SOLID NEUTRAL MOUNTINGS FLUSH _ SURFACE X 2 L AMPERE BUS 144_ AMPERE MAIN LUG ONLY FED FROM' TOP _ BOTTOM _ AMPERE INT.CAP, SPECIAL CKTI KVA I DESCRIPTION 20/1 B C 20/1 ^ LS ^ 1.5 L5 2,7 1.5 1.5 2.3 2.3 0.6 0.8 0.6 0.8 DESCRIPTION KVA I SPARE LISTENING STATION 1.5 2 3 SPARE LISTENING STATION 1.5 4 5 SPARE LISTENING STATION 1.5 6 7 1.2 COLUMN RECEPT LISTENING STATION 1.5 8 9 SPARE LISTENING STATION 1.5 10 11 LISTENING STATION 1.5 12 13 0.8 (MUSIC INFO RECEPT LISTENING STATION 1.5 14 15 0.8 MUSIC INFO I.G. RECEPT LISTENING STATION 1.5 16 17 SPARE MUZE 0.6 18 191 - VIDEO DISPLAY UNIT 0.8 20 21 - PUBLIC VIEW MONITOR 0.6 22 23 - HANGING MONITORS 0.8 24 25 ! SPARE 26 27 28 29 30 31 32 33 I 34 35 I 36 37 38 39 40 41 KVA SUB TOTALS 7.3 1 5.9 4,4 DEMAND FACTOR 1.0 CONNT LOAD KVA 17.6 DEMAND LOAD KVA 17,6 DEMAND AMPS 4U C-# INDICATES CONTACTOR CONTROL PAY ALL POWER COMPANY CHARGES. VERIFY ALL REQUIREMENTS WITH POWER COMPANY PRIOR TO BIDDING, PEDESTAL -MOUNTED METER BY E.C. TO POWER CO. SPECS. WITH C.T.S. MOUNTED IN TRANSFORMER ENCLOSURE 70, #3/0 CU. GND TO COLD WATER PIPING, BUILDING STEEL AND 3/4'x10'-O' LONG COPPER -CLAD GROUND ROD - -7 C-1 -7 C-2 -7 C-1 7 C-2 7 C-1 '-7 C-2 -7 C-3 `7 C-3 _7 J7 C-1 -7 C-2 C-1 C-2 C-1 C-2 PANELBOARD DESIGNATION HQ LOCATION /480 VOLTS 3 PH. WIRE SOLID NEUTRAL MOUNTINGS FLUSH _ SURFACE - AMPERE BUS 2. AMPERE MAIN LO, FED FROM, TOP _ BOTTOM _ AMPERE INT.CAP, SPECIAL CKT Nm KVA DESCRIPTION 20/1 B C 20/1 3.3 4.1 4.0 3.7 3,b 5.0 3.8 3.2 4,4 3.1 1.7 1 3.0 1.8 ^ 20/1 20 3,6 0.9 DESCRIPTION KVA cKT 1 P.4 SALES AREA LIGHTING STOCKROOM LTG. 2.5 2 3 24 EXTERIOR SECURITY LTS 0.9 4 5 28 EXTERIdt ENTRY LTS 1.3 6 7 2.0 BUILDING SIGNS 2.0 8 9 1.7 2.0 10 U 1.6 Cu 12 13 3.0 SOFFIT DOWN LIGHTS 2.0 14 15 1.8 WALL WASH LIGHTS 2.0 16 17 L2 NIGHT LIGHTS 2,0 18 19 24 OFFICE AREA LTS 2,p 20 21 1.7 SALES AREA LIGHTING 2A 22 23 1.7 SPARE - 24 25 1.8 26 27 3.0 28 29 1.8 30 31 2A 32 33 SPARE 34 35 36 37 EBH-1 2.0 38 39 1.6 EBAR FLOOR LIGHTS EBH-1 2.0 40 41 0.9 CASH WRAP LIGHTS SPARE - 42 KVA SUB TOTALS 2E 22.1 15.3 DEMAND FACTOR L0 CONN'D LOAD KVA 585 DEMAND LOAD KVA58.5 DEMAND AMPS 70,4 C-# INDICATES CONTACTOR CONTROL CONTACTOR SCHEDULE DESIGNATION CONTACT VOLTAGE CONTACT CRATING NUMBER POLES COIL VRATIANG CONTROL C-1 600V 20A 8 120V 50X SALES AREA LIGHTING VIA KEYED SWITCH C-2 20A 8 120V 50% SALES AREA LIGHTING VIA KEYED SWITCH C-3 20A 6 120V SOFFIT & WALL WASH LTS VIA KEYED SWITCH C-4 20A 2 120V SECURITY LTS, PHOTOCELL ON/OFF C-5 20A 12 120V EXTERIOR SIGNS & CANOPY LTS. P.C. ON/T.S. OFF C-6 20A 12 120V OVERSTOCK & ACCENT LTS. VIA KEYED SWITCH C-7 20A 12 120V CD PLAYERS/LISTENING STAT. VIA KEYED SWITCH C-8 20A 3 120V SITE LIGHTING(RC. ON/T,S. OFF) C-9 20A 3 120V SITE LIGHTING(P.C. ONT.S..OFF) ALL CONTACTORS TO BE MECHANICALLY HELD WITH 2-WIRE CONTROL MODULE. (3)-#4 & 75 KVA (D-#8 GND TRANSFORMER IN 1'C. 480-120/208V-30-4W (BY E.C.) (SUSPEND FROM JOISTS) M (3)-#1/0 & (D-#6 GND IN 1 1/2'C. -4 -5 -5 -5 -5 -5 _5 -5 -5 -5 �I PANELBOARD DESIGNATION .E3 LOCATION 120/208 VOLTS 3 PH. L WIRE SOLID NEUTRAL MOUNTING, FLUSH L SURFACE _ M AMPERE BUS IM AMPERE MAIN C/B FED FROM, TOP = BOTTOM _ - AMPERE INT.CAP. SPECIAL R SULATED ISOLATED GROUND KVA DESCRIPTION 20/1 A B C 20/1 ^ L2 ^ 20/1 ^ 2.9 60I2 } 6.0 ^ 5.4 20/2 2.6 ^ 20/1 30/2 ^ 1.9 t 2.71 3.1 2 9 2.9 1.8 0.9 2,5 3.6 2.7 2.2 L4 2.1 3.5 ^ 3.5 ^ DESCRIPTION KVA Nm 1 0.4 COMPUTER GENERAL RECEPT. 0.8 2 3 5 L9 4.6 ICE MAKER DISH MACHINE UPRIGHT FREEZER 1.0 4 REFRIGERATOR 1.4 6 7 4.6 CONVENINCE RECS (4) 0.8 8 9 L6 EXPRESSO MACHINE EXHAUST FANS 1.0 10 11 L6 GENERAL PURPOSE REC 0.6 12 13 0.3 MILK DISPENSER 208V RECEPT 1.6 14 15 Ll GRINDER 1.6 16 17 W GRANITA MACHINE WATER SOFTNER L8 18 19 1.3 ICE TEA MACHINE PIZZA OVEN 1.6 20 21 Ll MERCH. REFRIGERATOR - 22 23 0.2 (DRINK DISPENSER E-BAR CABINET Uri TING1.6 & MENU BOARD 24 25 0.9 CARBONATOR SPARE - 26 27 0.7 FREEZER TRACK SEAT. AREA 1.8 28 29 1.8 MICROWAVE TRACK SEAT. AREA L8 30 31 0.9 REFRIG. DISPLAY CASE TRACK SEAT. AREA L8 32 33 0.4 COFFEE MAKERS E-BAR TRACK LTS 1.8 34 35 0.6 UNDERCOUNTER REFRIG. TRACK SEAT. AREA 1.8 36 37 0.3 CASH REGISTER 1.8 38 39 1.7 COFFEE BREWERS 1,8 40 41 1.7 COFFEE BREWERS 1.8 42 KVA SUB TOTALS 117.11193 22.6 DEMAND FACTOR 0,8 CONN'D LOAD KVA 59.0 DEMAND LOAD KVA47.2 DEMAND AMPS 130.7 Q INDICATES CIRCUIT TO BE CONNECTED TO ISOLATED GROUND BUS C-# INDICATES CONTACTOR CONTROL MAIN DISTRIBUTION PANEL 'MDP' - 800 AMP M.LU NO VOLTS PHASE C/B FEEDER SIZE ITEM FEED KVA AMPS WIRE I CONDUIT 1C 480-30 400/3 SEE RISER PANEL 'PP1' 252.3 Q2 200/3 SEE RISER PANEL 'HA' 58.5 0 125/3 SEE RISER PANEL 'LA' 42.4 ® 70/3 SEE RISER PANEL 'EB' 53.8 Q5 70/3 I SEE PLAN WATER HTR 45.0 © p-POLE SPACd TOTALS 45ZOI543.7 (BY EL) #4 GND & #4 ISO GND TO BLDG. (4) #4/0 SERVICE GND (D-#2 GND (BY E.C.) & (D-#2 ISO GND TO WATER HEATER AT E-BAR IN 2 1/2'C (BY E.C.) (4) #2 & (D-#8 GND (PRE -WIRED) (4)-#3/0 & (D-#6 GND 1 l (PRE -WIRED) I PANEL 'MDP' 480/277V-30-4W 70/3 70/3 125/3 200/3 400/3 800A M.LU PANEL 'PPi' 120/208V-30-4W PAD BY E.C. TO POWER CO. SPECS. (4)-#500 KCMIL & (1)-#3 GND 400A Ml.O. PANEL 'LA' 120/208V-30-4W 100/3 LG. BAR 225A M.C.B. 'LC' -30-4W 100A M.LU PC PHOTOCELL ON ROOF FACING NORTH BY E.C. -�--- 45 KVA TRANSFORMER 480-120/208V-30-4W (SUSPEND FROM JOISTS) #6 GND & #6 ISO GND TO BLDG. SERVICE GND (BY E.C.) (4)-#2/0 & (D-#6 GND & (1)-#6 ISO, GND PANEL 'Ell' IN 2'C. (BY E.C.) 120/208V-30-4W I 175A M.C,B. I (4)-#4/0 THRU-FEED 3/4 C WITH (1)-#2 GND & LUGS WIRING AS REQUIRED (D-42 ISO. GND I (PRE -WIRED) PANEL. 'LB' 120/208V-30-4W LG. BAR 225A M.LD. i--TIME SWITCH BY E.C. T.S. SEE SPECIFICATIONS 1 C13NTACTOR CABINET CONTACTORS SHALL rnur oer_r�i�T�rn (PRE -WIRED) BUT MUST BE WIRED BY EC. SEE CONTACTOR - _ - - - - - J SECONDARY SERVICE COMPLETE BY E.C. LA-14 SCHEDULE, PROVIDE 2'C V/ PULLWIRE INCLUDING TRENCHING AND BACKFILL. PROVIDE (CONTROL) CONTROL POWER 'GROUNDING BY E,C. (2)-4'C. EACH WITH (4)-#500KCMIL THWN FROM CIRCUIT 'LA-14' TO POWER CO. SPECS. & (D-4`C. SPARE (CONCRETE -ENCASED) _ DASHED LINE INDICATES EQUIPMENT WITHIN ELECTRICAL DISTRIBUTION CENTER. ELECTRICAL ONE -LINE DIAGRAM SCALE: NONE A REVISIONS COPYRIGHT NOTICE THIS DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY UPON THE EXPRESS WRITTEN CONSENT OF CEDARWOOD ARCHI- TECTURAL, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT THE WRITTEN CONSENT OF CEDARWOOD ARCHITECTURAL, INC. ALL COMMON RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE PANEL SCHEDULES / RISER DIAGRAM _ PROJECT No. 97045 SHEET No. DATE DRAWN BY R.S.T. CHECKED BY J.D.M. Is I FLOURESCENT FIXTURE, LAMP & DEFLECTOR PROVIDED BY NATIONAL VENDOR INSTALLED BY E.C. FLOURESCENT FIXTURES PRE -INSTALLED & FLOURESCENT LAMPS PROVIDED BY FIXTURE MANUFACTURER INSTALLED BY E.C. BACKING LOCATION 6' O.C. BACKING MATERIAL PER SPECS PROVIDE POWER 99' A.F.F. TO CENTER OF WHIP (COIL MIN. 4'-O') BACKING LOCATION 6" O.C. BACKING MATERIAL PER SPECS PROVIDE A DUPLEX RECEPTICLE FOR EACH POWER STRIPS GONDOLA WITH LISTENING STATIONS (GLS) REVIEW FIXTURE PLAN FOR LOCATIONS PROVIDED BY NATIONAL VENDOR (6 RECEPT. TYP.) GONDOLA LISTENING CONNECT RECEPTICLE ADJACENTLY WITH STATION LOCATION FLEXIBLE/RIDGID CONDUIT PER SPECS DOOR PROVIDE POWER 6-8' A.F.F. FOR DUPLEX 1 I MOUNTED TO WALL CENTERED 6-8" A.F.F. - L= - ®I CD STORAGE UNIT PLAN SECTION y r THREE TIER GONDOLA PROVIDE POWER - ONE 1 DUPLEX OUTLET PER CONTINUOUS RUN OF CASES SIDE SECTION onuro cTniee FLOURESCENT FIXTURES PRE -INSTALLED & FLOURESCENT LAMPS PROVIDED BY FIXTURE MANUFACTURER INSTALLED BY E.C. K I D SWALL FI XTU R PROVIDE POWER 8Y A.F.F. TO CENTER OF WHIP (COIL MIN. 4'-0-) BACKING LOCATION 6' O.C. BACKING MATERIAL PER SPECS FLOURESCENT FIXTURES PRE -INSTALLED & FLOURESCENT LAMPS PROVIDED BY FIXTURE MANUFACTURER INSTALLED BY E.C. M AGWALL FI XTU R E PROVIDE A FOUR PLEX RECEPTICLE FOR GONDOLAS WITH LISTENING STATIONS (GLS) OPT. MOUNT: 12"X24" PLATE TO SPAN GAP REVIEW FIXTURE PLAN FOR LOCATIONS CONNECT RECEPTICLE ADJACENTLY WITH FLEXIBLE/RIDGID CONDUIT PER SPECS ® GONDOLA LISTENING --- STATION LOCATION POWER STRIPS PROVIDBY �® ----------�®� NATIONAL VENDOR (6 RECEPT. TYP.) L -OPEN DOOR - -OPEN DOOR - PROVIDE POWER TO FOUR PLEX RECEPTICLE OPTIONAL MOUNT: 2X4 BASE CONSTRUCTED BY G.C. CD STORAGE UNIT PLAN SECTION w SIDE SECTION BACKING LOCATION 6' O.C. BACKING MATERIAL PER SPECS PROVIDE A DUPLEX RECEPTICLE FOR EACH GONDOLA NTH LISTENING STATIONS (GLS) REVIEW FIXTURE PLAN FOR LOCATIONS CONNECT RECEPTICLE ADJACENTLY WITH FLEXIBLE/RIDGID CONDUIT PER SPECS _k GONDOLA LISTENING STATION LOCATION PROVIDE POWER 6-8' A.F.F. IN DUPLEX RECEPTICLE MOUNTED TO WALL CENTERED 6-8' A.F.F. r THREE TIER GONDOLA GONDOLA LISTENING STATION LOCATION BACKING LOCATION 6' O.C. BACKING MATERIAL PER SPECS PROVIDE POWER - ONE 1) DUPLEX OUTLET PER CONTINUOUS RUN OF CASES MOUNT 8' A.F.F. MAX TO TOP OF BOX PROVIDE A FOUR PLEX RECEPTICAL FOR GONDOLAS WITH LISTENING STATIONS (GLS) OPT. MOUNT: 6'X12' PLATE TO SPAN GAAPP REVIEW FIXTURE PLAN FOR LOCATIONS CONNECT RECEPTICLE ADJACENTLY WITH FLEXIBLE/RIDGID CONDUIT PER SPECS OPEN DOOR i PROVIDE POWER TO FOUR PLEX RECEPTICLE - OPT. MOUNT: 2X4 BASE L OPEN DOOR � L OPEN DOOR � L OPEN DOOR I GONDOLA LISTENING STATION LOCATION - POWER STRIPS PROVIDED BY NATIONAL VENDOR (6 RECEPT. TYP.) GONDOLA LISTENING STATION LOCATION qj ®V 0 I 25-xt 5- R /A MESH GALVAN BIRD SCREEN AIR DUCT SEE E DETAIL ON DWG M-2 ----- `-' L s'-------------------------------------------------------------- ( `{ ------- I t i GENERAL NOTES 1. DUCT SIZES SHOWN ARE FOR NET FREE AREA INSULATION IS NOT INCLUDED 2- COORDINATE AIR DEVICE LOCATION WITH ARCHITECTURAL REFLECTED CEILING PLANS. 3. WHEN OFFSETS ARE REQUIRED TO ROUTE DUCTWORK (AROUND 'PIPING, STRUCTURE, OR OTHER DUCTWORK ETC.) PROVIDE 45' ELBOWS IN LIEU OF 90' ELBOWS WHERE POSSIBLE. 4. ROUND RIGID DUCT OR FLEXIBLE DUCT 'RUNOUTS TO AIR DEVICES SHALL BE SAME AS AIR DEVICE NECK. FLEXIBLE DUCTS SHALL NOT EXCEED 6'-0" LONG. (TYP. OF 10) c n ------------------,---------- HVAC PLAN SCALE: 1 /8-=1'-O" EF-1 HEN STING TRANSFER ;ILLE TITUS 50F ZANSFER DCT DETAIL IG. M-2 REVISIONS COPYRIGHT NOTICE THIS DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY UPON THE EXPRESS WRITTEN CONSENT OF CEDARWOOD ARCHI- TECTURAL, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT THE WRITTEN CONSENT OF CEDAR WOOD ARCHITECTURAL, INC. ALL COMMON RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE H. V. A. C. FLOOR PLAN PROJECT No. 97045 SHEET Na. DATE DRAWN BY R.S.T. CHECKED BY J.P.D. r ROOFTOP H.V.A.C. UNITS (PACKAGED) ROOFTOP H.V.A.C. UNITS (PACKAGED) SYMBOL LENNOX MODEL AIR QTY. CFM EVAPORATOR FAN TOTAL COOLING MBH GAS HEAT POWER MCA MOCIP REMARKS MOTOR H.P. IN MBH OUT MBH RTU-1 GCS240-651-95/130-3 2000 3/4 60 130 104 480 V.-30-60 H7_ 15 20 RTU-2 GCS16-953 3000 2 90 175 142 480 V.-30-60 HZ. 23 25 O RTU-3 GCS16-1853-235 6000 3 180 235 188 480 V.-30-60 HZ. 45 50 Q RTU-4 GCS16-1853-235 6000 3 180 235 188 480 V.-30-60 HZ. 45 50 C RTU-5 GCS16-1853-235 6000 3 180 235 188 480 V.-30-60 HZ. 45 50 O RTU-6 GCS16-1853-235 6000 3 180 235 188 480 V.-30-60 HZ. 45 50 0 RTU-7 GCS16-953 3000 2 90 175 142 480 V.-30-60 HZ. 23 25 10 (D COOLING / GAS HEAT, AIR COOLED CONDENSER, COMPLETE WITH DUAL REFRIGERATION CIRCUITS, CORROSION PROTECTION, DISCONNECTS, ECONOMIZER DAMPERS DOWNFLOW, POWER EXHAUST, 14" HIGH (MIN.) ROOF CURB, SMOKE DETECTORS, W973 CONTROL SYSTEM, 5 YEAR NON -PRORATED GUARNATEE FOR COMPRESSORS, THE HEAT EXCHANGER ON GAS HEATING UNITS SHALL HAVE A 10 YEAR NON - PRORATED GUARANTEE. 1 YEAR NON PRORATED GUARANTEE FOR STRUCTURE & EQUIPT., HONEYWEH T7300 NIGHT SETBACK THERMOSTATS & SUBBASES. COMPUTER ROOM INDOOR UNIT COOLING COIL TOTAL SENSIBLE ELECTRIC NET AMBIENT EAT SYMBOL LENNOX AIR QTY. MOTOR COOLING COOLING HTG. COIL POWER WEIGHT REMARKS MODEL CFM AIR 7. DB/WB 7. H.P. RPM MBH MBH KW LBS. AHU-1 CBH-19-21 450 95 80/67 1 /10 - 14.8 10.4 5 208/230 V.- 150 TO OPERATE WITH "CU-1" 10-60 HZ. FIXED 10% O.A., THERMOSTATIC CONTROL FOR CONTINUOUS OPERATION, HEATING & COOLING AS REQUIRED TO MAINTAIN ROOM TEMPERATURE OF 78- F. (ADJUSTABLE) (A.0 FROM CEILING PLENUM) COMPUTER ROOM OUTDOOR UNIT COMPRESSOR CONDENSER MINIMUM L OCKEDL SYMBOL LENNOX REFRIGERANT SEER EER RATED ROTOR RATED ROTOR CIRCUIT NET REMARKS MODEL LINES AMPS AMPS AMPSAMPS AMPACITY POWER WEIGHT # CU-1 HS23-141 3/8" LIQUID 10.75 10.25 5.0 26.3 1.7 15 7.4 208/230 V.- 200 TO OPERATE WITH "AHU-1" 5/8" SUCTION 10-60 HZ. PROVIDE CONDENSING UNIT WITH LOW AMBIENT KIT, REFRIGERANT LINE KIT, TIMED -OFF CONTROL, EQUIPMENT CURB FOR ROOF MOUNTING, 5 YEAR NON -PRORATED GUARANTEE FOR COMPRESSOR, 1 YEAR NON -PRORATED GUARANTEE FOR STRUCTURE & EQUIP. AND CORROSION PROTECTION. EXHAUST FANS LOREN COOK AIR QTY. E.S.P. 'MOTOR APPROX. APPROX. AREA SERVED REMARKS H.P. VOLTS SYMBOL MODEL TYPE. CFM " W.C. RPM SONES ff-1 100C28 ROOF VENTILATOR 600 3/8" 11 /6 120-10 1395 8.1 (TOILET ROOMS) 0 EF-2 LITTLE GEM 11 CEILING 97 3/8" 60 WATT 120-10 1285 4.6 JANITORS CLOSET 00 EF-3 100 C23 ROOF VENTILATOR 800 1 /4" 1 /6 120-10 1615 10.6 ESPRESSO BAR 0 EF-4 LITTLE GEM 11 CEILING 97 3/8" 60 WATT 120-10 1285 4.6 TOILET ROOM 0 0 EF-5 LITTLE GEM II CEILING 97 3/8" 60 WATT 120-101 1285 4.6 TOILET ROOM 0 0 O PROVIDE COMPLETE WITH BACKDRAFT DAMPERS, MOTOR DISCONNECT, 2 FURN WITH ROOF JACK ELECTRIC BASEBOARD NEATER SCHEDULE TAG NO. MANUFACTURER NOEL KW BTUH AMPS VOLTAGE LENGTH REMARKS 1 THRU 7_37 QMARK CBD2007 2 6826 7.2 277-1-60 94" EXHAUST / RETURN AIR GRILLES SYMBOL ANEMOSTAT AIR QTY. SIZE P.D. " TYPE NOISE CRITERION REMARKS MODEL # CFM INCHES W.C. MAX. R-1 GC-5L 6000 48x48 0.03 EGG- CRATE 30 R-2 GC-5L 1255TO 12x8 0.01 CRATE 30 E-1 GC-5 150 200 O 12x6 0.02 CRATE 30 E-2 GC-5 2000TO 14x8 0.02 CRATE 30 RG-1 RCGC5 3000 48X30 0.02 CRATE 25 EXTRUDED ALUMINUM, PAINT SELECTION BY ARCHITECT. SUPPLY AIR DIFFUSERS SYMBOL ANEMOSTAT AIR QTY. NECK P.D. DIFFUSION NOISE REMARKS MODEL # CFM INCHES W.C. RADIUS CRITERION SA-1 EPL 381-500 12 0.033 FEET -12 26 O 0 SA-2 EPL 2SO-380 10 0.033 5-12 FEET Z6 O 0 SA-3 EPL 157-279 8 0.019 5-13 FEET 25 0 LD-1 SLSD-50-2 200 6 0.10 10-21 FEET 27 O LD- 2 AL-15 300 36 X3 0.09 5 25 O ET LD-3 AL-15 200-220 24X3 0.013 4-10 FEET 25 10 SG-1 S2HO 500 16X8 0.02 FEET 0 20 O 10 PROVIDE COMPLETE WITH CU-1 COMBINATION SPUTTER / EQUALIZING DEFLECTOR, STEEL WITH PAINTED WHITE LACQUER FINISH. 0 ALL ROUND NECK DIFFUSERS ARE TO BE FURNISHED WITH OPTIONAL VOLUME DAMPER SCREW -DRIVER ADJUSTABLE THRU FACE. GENERAL NOTES: 1� REVIEW STRUCTURAL DRAWINGS FOR EXACT LOCATION OF EXISTING ROOFTOP A/C UNITS. 0 DUCT SIZES SHOWN ARE FOR NET FREE AREAS. INCREASE SIZES TO ACCOMODATE LINERS WHERE SPECIFIED OR REQUIRED. J COORDINATE AIR INLETS / OUTLETS WITH ARCHITECTURAL REFLECTED CEILING PLAN. O ROUND FLEXIBLE -INSULATED DUCT RUN -OUTS TO S.A. DIFFUSERS SHALL BE EQUAL TO THE DIFFUSER NECK SIZE. TO S.A. MAIN INSULATED ROUND DUCT STRAP CLAMP (TYPICAL) FLEXIBLE CONNECTION (MAX. 5 FT.) SUPPLY AIR DRYWALL CEILING DIFFUSER PLASTER FRAME DIFFUSER MOUNTING DETAIL NTS (DRYWALL CEILING ONLY) AIR TRANSFER GRILLES SEE PLAN FOR SIZES & TYPES AIR TRANSFER DUCT DETAIL NTS ALL DUCT LINER TRANSVERSE FLANGED AND GASKETED JOINT EDGES TO BE COATED W/ OR DUCT CC NNEC I ION AND RE ADHESIVE IN ACCORDANCE INFORCEMENT IN ACCORDANCE W/ SMACNA STANDARDS W/ SMACNA 2" W.G. CLASS, (TYP.) SEAL NON-GASKETED TRANS- VERSE JOINTS IN ACCORDANCE W/ SMACNA CLASS "C" (TYP.) ---1----------------------------- AIR MAIN DUCT FLO 1" ACOUSTICAL LINING--,,,,, -------t------- ------------------ I I 45' i I ^ ` �~-VOLUME DAMPER LOCATION C WHERE ABOVE LAY -IN CEILING. PROVIDE W/ LOCKING QUADRANT BRANCH DUCT TYPICAL RECTANGULAR BRANCH TAKE -OFF NTS NOTE: PROVIDE AUTOMATIC SHUTOFF SMOKE DETECTORS IN BOTH RETURN AIR DUCT AND SUPPLY AIR DUCT (REF:1 /E-2) PER SECTION1009 UMC AND NFPA 90A. MECH. CONTRACTOR TO INSTALL 4 LAYERS OF 1", SEAL AIR 71GHT BETWEEN 3 LB. DENSITY DUCT LINEAR BOARD BETWEEN GYP BOARD AND INSIDE DECK AND BOTTOM OF UNIT WITHIN CURB OF CURB. TYPICAL ALL CONFINES SIDES AND ALL LAYERS 4 LAYERS OF 1 /2" GYP � I I i BOARD BY MECH.CONTR. I i i I ( --ROOF mon"ar 6"FLEX DUCT 15*-0" MIN. LENGTH ROOF DECK SEALSPACES BETWEEN ROOF �CTOR CONNKCTOR \ DECK AND DUCTS AIRTIGHT I�US DUCT DUC 7UN SUPPt,Y AIR. RADIUS ,. DUCT (LINED) ELBOW THE SUPPLY AND RETURN DUCTWORK IS TO BE SHEET METAL. LINED WITH 1" ACOUSTIC LINING (1-1/2 LB/CU.FT.) FOR THE FIRST FIFTEEN FEET (15'-0-). I�_j 'l\_CEIUNG - - - TYPICAL ROOFTOP A ZC UNIT DETAIL N.T.S. 48X48 RETURN AIR GRILLE F M f� VANES PRE -ASSEMBLED ON RUNNER PLATES �� C RD J. aF C USE GALVANIZED VANES FOR GALVANIZED .3 6 OR ALUMINUM DUCTS Aq PLATE SAME GAUGE AS DUCT \\� 3 1 /4" 1 1 /2" E-1 I V\ \11 DUCT SIZE OVER 24"X24" DUCT SIZE 24"X24" OR UNDER SQ. ELBOW WITH TYPE "A" SQ. ELBOW WITH TYPE "B" DOUBLE THICKNESS VANES DOUBLE THICKNESS VANES TURNING VANE DETAIL NTS INTERNALLY LINED OR FIBERGLASS DUCT WORK SEE PLANS FOR SIZES/ CONFIGURATION LAY IN CEILING 1" ACCOUSTICAL LINING SQUARE OR RECTANGULAR DUCT AIR FLOW CONICAL BELLMOUTH FITTING VOLUME DAMPER, LOCATE ABOVE ACOUSTICAL CEILING OR - - OTHER ACCESSIBLE LOCATION. SEAL WITH MASTIC AND DUCT TAPE 1" WRAPPED ROUND RIGID DUCT M TYPICAL ROUND DUCT TAKE -OFF DETAIL NTS ELECTRIC UNIT HEATER SCHEDULE TAG NO. MANUFACTURER MOODEL KW BTUH VOLTAGE AMPS CFM MOTOR HP. REMARKS 1 QMARK MUH05-41 5 17000 480-3-60 6 350 1/100 CABINET UNIT HEATER TAG NO. MANUFACTURE MODEL NO KW BTUH VOLTAGE FINTUBE ELEMENTS POWER RTOTELAY H LDING COIL VOLT AMPERES 5 REMARKS 1 QMARK CUC-REF-4661 B 20 62800 480-3-60 6 150 10 10 PROVIDE WITH INTEGRAL DISCONNECT GAS FIRED UNIT HEATER SCHEDULE TAG NO. MANUFACTURER MODEL NO. INPUT OUTPUT CFM FPM MOTOR HP. FLA VOLTAGE CONTROL AMPS REMARKS 1 REZNOR SCA-100 100,000 80,000 1230 840 1/30 3.7 120-1-60 .95 D 0 REVISiONS COPYRIGHT NOTICE THIS DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY UPON THE EXPRESS WRITTEN CONSENT OF CEDARWOOD ARCHI- TECTURAL, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT THE WRITTEN CONSENT OF CEDARWOOD ARCHITECTURAL, INC. ALL COMMONRIGHTSOF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. O SHEET TITLE MECHANICAL DETAILS / SCHEDULES PROJECT No. SHEET No. 97045 DATE DRAWN BY K A R.S.T. Alt CHECKED BY J.P.D. 1 �,,--"—'mot : •`"",� ;---'"`` ,,,^,. .---� zll GAS SERVICE 520 CFH DEMAND I I FOR CONT. SEE , SITE DWG'S 8" STORM FOR CONT. ; 8" STORM FOR CONT. 8" STORM FOR CONT. I SEE SITE DWG'S SEE SITE DWG S SEE SITE DV9S t GAS METER if „Mul „ t 3' G(1520 CFM) i SEE ENLARGED SPRINKLER I I I f ROOM PLAN FOR DETAILS i = � I 2' CITY WATER SERVICE FOR CONT I -- SEE SITE DWG'S --- i I I 3/4" GAS f - ! ON. THRU " { ----- ROOF TO GUH-1 (100 CFH) 1 I I I I { I 1 1 1 HOSE BIBB \ (130 CFH) 1- /4'CW� A I 1 3/4-CW ABOVE CEILING 4" 0.0. 3/4"CW 4" O.D. %� I o 11 f i :� f I SIAMESE CONNECTION j4 R.D. - - - -- `-- ` I HOSE BIBB 4' R.D. r- = iris id L 2 0 AFF � 6" SPRINKLER RISER FOR CONT. SEE SPRINKLER ; CONTRACTORS DVVG`S DOWN _y LAV-t FIRE SERVICE 4' RWC j D0W►V RTIJ - - f FOR CONT. SEE � SITE DWG. DOWN I 2 �. I _ (175 CFH) `�`- j , '.- ,- 6" DOUBLE CHECK BACKFLOW PREVENTER UR-1 WC=1 ij _ LAV-1 #' iLAV--1 3" G(1290 CFH) I - j _ ,y, t LAV 1 I LAV 1CL I to OR PLUMBING - 1 " M DETAILS OF 211/2 G (1055 CFH) 2 /2 G (1055 CFH) 2 1/2 G (1055 CFH)EXPRESSO BAR l ;; . • . I , ( 2" G 1 ;; � I SEE DWG 2 i G G G G G G G 350 CFH : I '--_-- - ----- - - - - - ---- - - - - - - - - q._.._..----------- Eli - - -- I I I i it I CONTRACTOR HAS L_ — — -� L — — — I OPTION OF INSTALLING L — — ! (_ ; I 4 — 1 ( I v4 i GASA PIPE ON ROOF OR I I TU (235 CFH) IN NON PLENUM SPACE RTU ^! 1 I I I 3 ABOVE COUNG. 6 5 ' 235 CFH `(235 CFH) I se ( } ' (235 CFH) i I 1 I I cn 7 I 175 CFH I 4 O.D. 4 O.D. ; ( w ( } M 4' R.D. 4' R.D. if I i O.D.RWC i DOWN E " Rwc j s t F I f DOWN4" RWC R.O. L-------- ---= ----= ----� DOIMV ' I !� I 5'_0• I i , FOR CONTINUATION ff I I SEE SITE DWG'S P. i s I j 6'x4" INCREASER r-----:---------�--- i c0 t i �--�' •I--- — — -- - — — — — — — — — — — — — I _ '— — — ; — — — — — — _ _ — — — _ — — — — — SANITARY — -- if it Mill it ill Willi 11 li i" HN if I ; t s NOTE: , u REVISIONS COPYRIGHT NOTICE THIS DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY UPON THE EXPRESS WRITTEN CONSENT OF CEDARWOOD ARCHI— TECTURAL, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT THE WRITTEN CONSENT OF CEDARWOOD ARCHITECTURAL, INC. ALL COMMON RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY _ SPECIFICALLY RESERVED. S O 0 0 0 0 V v v 00 0 SHEET TITLE PLUMBING FLOOR PLAN 1. REFER TO PROJECT MANUAL SECTION 15350 FOR PLUMBING FIXTURE SPECIFICATIONS. PROJECT No. 97045 SHEET No. PLUMBING PLAN DATE 4-11-97 DRAWN BY B.J.B. CHECKED BY J.P.D. PLUMBING LEGEND SYMBOL ABBREV. DESCRIPTION SAN. SANITARY SEWER PIPE (ABOVE GROUND) SAN- ---SANr-- SAN. SANITARY SEWER PIPE (UNDER GROUND) ST. STORM SEWER PIPE (ABOVE GROUND) ST. ---ST---- ST. STORM SEWER PIPE (UNDER GROUND) ----V---- V VENT PIPE F FIRE LINE F - CW COLD WATER PIPE (ABOVE GROUND) - - - - - - - CW COLD WATER PIPE (UNDER GROUND) -- HW HOT WATER PIPE (ABOVE GROUND) - - - -- - - - HW HOT WATER PIPE (UNDER GROUND) COND COND A/C CONDENSATE PIPE S.O. SHUT-OFF VALVE VL V, CHK. CHECK VALVE VL V, - - - - - - F.C.O. FL.O❑R CLEAN -OUT - - - i- - - - REDUCER / INCREASER FLOW DIRECTION T & P TEMP, / PRESS, RELIEF VALVE FD FLOOR DRAIN WC❑ WALL CLEAN -OUT WIC. WATER CLOSET UR. URINAL LAV, LAVATORY SINK EWC ELECTRIC WATER COOLER D.S. DOWNSPOUT D.L. DIRT LEG VTR VENT THROUGH ROOF AFF ABOVE FINISHED FLOOR BFF BELOW FINISHED FLOOR NTS NOT TO SCALE NIC NOT IN CONTRACT PLUMBING FIXTURE CONNECTION SCHEDULE FIXTURE TANK TYPE ABBREV. TRAP VENT C.W. H.W. REMARKS WATER CLOSET WC-1 4 2 1 2 — PRESSURE ASSISTED WATER CLOSET 'HC' WC-2 40 2 1 2' — PRESSURE ASSISTED WALL URINAL FLUSH VALVE UR-1 3 1 1 2 3 4 — LAVATORY PUBLIC LAV-1 1 1 /2 1 1 2" 1 2' 1 2' LAVATORY PUSUC "HC" LAV-2 1 1 /2 1 1 2" 1 2" 1 2' LOUNGE SINK - 2 1 1 2" 1 2' 1 2" ELECTRIC WATER COOLER EWC 1 1 4 1 1 4" 1 2" -- 3-COMBINATION SINK - J. 2" 1 2' 1 2' UNIT PROVIDED BY ESPRESSO BAR SUPPLIER DISHWASHING MACHINE 1/2' ROUGH -IN W/ PRESSURE REG. VLV. 20 PSI RE0'D. AND FLEXIBLE CONNECTION TO WATER & SAN. MOP BASIN - 3 1 1 2 1 2 1 2 3 FLOOR DRAIN FD 3" -- -- -- 3 HUB DRAIN HD 3' -- -- — COFFEE BREWER M9 -- -- 1 4" — UNIT PROVIDED BY ESPRESSO BAR SUPPUER ICE MAKER 'M5" 3 4' DRAIN -- 3/8" — UNIT PROVIDED BY ESPRESSO BAR SUPPLIER WCP & MACHINE M10A" 1 /2 DRAIN -- 3 8" — UNIT PROVIDED BY ESPRESSO BAR SUPPLIER CARBONATOR M14 -- -- 3/8 -- UNIT PROVIDED BY ESPRESSO BAR SUPPLIER ICE TEA "M38' -- -- 1 /4' — UNIT PROVIDED BY ESPRESSO BAR SUPPLIER HAND SINK 'M8" 1 1 /2" 1 11V 1 /2' 1 /2' UNIT PROVIDED BY ESPRESSO BAR SUPPLIER HAND SINK "M26" 1 1 1 /2 1 1 /2" 1 1 /2' 1 1 /2" UNIT PROVIDED BY ESPRESSO BAR SUPPLIER 1 /2' `7 1 j2, � 1 /2, 2" QTY /- WATER �-3/4" CW 1 /2" HW 3 j4" FROST PROOF HOSE BIBB WATER CONDITIONER PUMP EXPRESSO MACHINE 'MIOA" mimila Mull MUM l'Lb. �-- 5 GALLON EXPANSIOP TANK u u WATER HEATER FULL SIZE P&T RELIEF VALVE u u DISCHARGE DROP DOWN TO 6' AFF. AT FLOOR DRAIN. 0 o � f MAfs9 oZ� AP. c� L. R 0 6 ` E,�O VALVE CLOSED WHEN WATER FLOW INDICATOR (TYPICAL) 5 GALLON SOFTENER IS USED EXPANSION TANK --THERMOMETER 1" FILTERED WATER DRAIN VALVE i - ----±?G-110' HW------s' TO DISHWASHER TO E-BSR TO SPRINKLER SUPPLY 3/4" 1 1 /2" jSYSTEM ,�.--140' HW ----------2 PRESSURE GAUGE � ---- ------------- -- --------�,-g'L-P�S�It�_ �� -�_ I �»� lV0 2 SHUT-OFF ---- (----------- 1 1/2" I 2" VALVE , - - - - - - FILTERS -SW- f--------------- --- ( ICE MAKER FILTERED SODA DISPENSER �-- I COLD WATER COFFEE MAKERS ESPRESSO MACHINES CHECK VALVE ( 6" BUTTERFLY VALVE 1 1/2- "`------i-------tom" 1 ICE TEA MACHINE SiAMESE 1 1 /2"2" DF'S (IF ADJACENT) CONNECTION ( v� SOFTENER OUTSIDE ¢ UNION 2" SOFT WATER i 1" EXTERIOR GROOVED SWING CHECK 7 WALL. 6" DOUBLE CHECK 6" BUTTERFLY VALVE 3/4" T & P VALVE ASSEMBLY ) �1 RELIEF VALVE TENANT 2---i'; ! • BACKFLOW PREVENTER - W. HEATER T 6" O.S.Y. W/MONITOR i I' Tll STOCKHAM #G-634 �+- -+T 1407 UNDERCOUNTER I FINISHED E" FURN. & INSTAL WATER FILTER SYSTEM HW DISHWASHER 1 FLOOR BY P.C. --3 " BY TENANT POT & PAN SINK 3/4 MOP BASIN DRAIN VALVE 110'F / REMAINING � i[ HW HW FIXTURES MIXING VALVE 6" SPRINKLER SERVICE FLOOR MIN 2" FLOOR AIR GAP DRAIN RAW REMAINING ~ Fire Protection Notes: Cw Cw FIXTURES \\'ZWATER SOFTENERS NOTE: 1. The fire protection system shall comply with ail applicable 6. All visible pipes are to be identified by labels showing BY TENANT PLUMBING CONTRACTOR SHALL provisions of NFPA Fire Codes, latest editions. And local content and flow direction. PROVIDE FINAL CONNECTIONS fire authorities for any special local requirements. TO WATER FILTER SYSTEM 2. Send fire protection system drawings, calculations to "Travelers" 7. All valves for the sprinkler system shall be U.L listed. AND WATER SOFTENERS. contract Gary Naumann 810-423-2365 8. The fire protection contractor shall plan on locating ELECTRIC WATER HEATER SCHEDULE sprinkler heads in the center of ceiling tiles, EwH LOCHINVAR OR EQUAL 82 GALLON, 45 KW 3. installation of the fire protection system shall include ail 2'x2' or 2'x4'. 480-3-60 WATER CONNECTIONS 1 1 /2" TEMP. labor, materials, equipment and accessories necessary fora rlyi SHALL BE SET AT 110F. complete and fully functional fire protection system 9. Sprinkler heads in comp. board to be fully concealed consisting of full coverage with dropped heads unless local with white covers. Sprinkler heads in ceilingtile to be codes require an active system. pendant/semi-recessed with white escutcheons located in center of 2'X2' the pad. Refer to architectural dwgs. +•� 4. The fire protection s _ � . ._.- •--_.... _ n system shall not be shared b an ..other A1.1 reflected ceilin P Ys Y Y 9 pion an A6.0 ceding detail. tenant. 10. For complete sprinkler specifications see section 5. Riser shall have a readily accessible OS/Y valve, controlled 15410 to 15430 of the mechanical specifications book. by the tenant, who shall be allowed to monitor the flow and 0 tamper of the valve by its own alarm. contractor. 0 ELEVATION OE SPRINKLER SERVICE ANDTYPICAL. DOMESTIC WATER RISER HEATER PIPING NOT TO SCALE. NOT TO SCALE FLOW DIAGRAM. NOT TO SCALE y RVASIONS WHERE REQUIRED BY CODE, GAS PIPE SHALL BE SECURED WITH PLUMBERS TOP OF FLOOR DRAIN f TAPE USING 1/2" #10 CHROMATE SHEET 1� -GAS PIPE RTU-1 THRU RTU-7 __ CLEAN -OUT FLUSH WITH METAL SCREWS. �\ COPYRIGHT NOTICE FINISH FLOOR SURFACE. o THIS DRAWING IS GIVEN IN CONFIDENCE AND NYLON FRICTION ABSORBING ROLLER. SHALL BE USED ONLY UPON THE EXPRESS �.Q LIQUID WATERPROOFING 2'-0- WRITTEN CONSENT OF CEDARWOOD ARCHI- DIA. MINIMUM REQUIRED AROUND 1" PVC COND. TECTURAL, INC. NO OTHER USE, DISSEMINATION OPENING. OR DUPLICATION MAY BE MADE WITHOUT PIPE, THE WRITTEN CONSENT OF CEDARWOOD ° o ARCHITECTURAL, INC. ALL COMMON RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY STACK SUPPORTS AS REQUIRED. SPECIFICALLY RESERVED. GAS PIPE a a FLOOR DRAIN OR CLEAN -OUT. 2" TRAP SEAL ROOF PIPE SUPPORT, AS MANUFACTURED • ° ROOF BY MIRO INDUSTRIES PILLOW BLOCK' PIPE SPLASH STAND. (WILL ACCOMODATE PIPE UP TO 4" IN BLOCK SIZE) MODEL #24-R. O FOR INFORMATION CALL TELEPHONE NO. (801) 566-3680. a 00 d • V 0 00 O FLOOR AND HUB DRAIN DETAIL. GAS PIPE SUPPORT ON ROOF DETAIL, CONDENSATE PIPING DETAIL, NOT TO SCALE NOT TO SCALE NOT TO SCALE SHEET TITLE PLUMBING / DETAILS PROJECT Na 97045 SHEET No. DATE DRAWN BY R.S. T. CHECKED BY J.P.D.