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Home My WebLink About3900 FALMOUTH ROAD/RT 28 - 058-039-001 (4) Electrical Engineers CONSTRUCTION CONTROL AFFIDAVIT I i I PROJECT NUMBER: PROJECT TITLE: Building"G" ! PROJECT LOCATION: Falmouth Road. (Route 28) Cotuit,Ma. NAME OF BUILDING: Same i SCOPE OF PROJECT: Waste Water Treatment System Building In accordance with Section 116.0 of the Massachusetts State Building Code, I, { i Lawrence A. Farrer, Mass. Registration No. 30388, being a registered professional engineer hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: ELECTRICAL for the above.named project and that, to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable laws for the proposed project. I further certify that I shall perform the necessary professional services and that I or my authorized representative be present on the construction site on a periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.2.2: 1. Review of show drawings,samples and other submittals of the contractor as required by the �r construction contract documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Special architectural or engineering professional inspection of critical construction-components { requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix B. Upon completion of the work, I shall submit a final report as to the satisf mpletion and } readmass of the t for occupa cy. DMMAflIC! ! Signature: $ A. WRER Lawrence A. Farrer,PE � +,�30388 1 Subscribed and sworn to before me this 30 th day of January 2002 °�FFc`STK�� S�OMAL NOTARY PUBLIC: f _ �- My Commission Expires On: Aug. 22, 2008 Engineering Advantage, Inc. 2.Park Street Boston;Massachusetts 02122 617/288-3969 'Fax 617/825-8922 i ERDMAN ANTHONY STRUCTURAL DESIGN AFFIDAVIT RE: Waste Water Treatment Facility, Cotuit Landing,Rt28, Cotuit Ma. I certify that the plans and specifications were prepared under my direct supervision and to the best of my knowledge, information and belief,these plans and specifications are in accordance with the requirements of the Massachusetts State Building Code and all other pertinent laws,and ordinances, and that a professionally qualified representative of this office will administer the Construction Control Contract, and that he will make regular and periodic visits to the construction site and prepare written progress reports of said visits to be sent to the permit granting authority. Kenneth Alley P.E. #27761 Engineer Mass.Reg. No. a�tH OF MqS Erdman,Anthony and Associates,Inc. Company A.K_NNETH m - --,s, One Lewis Wharf,Boston,MA 02110 Address r 1 OF ST� (617) 742-7799 Phone January 30, 2002 I Then personally appeared the above-named Kenneth Alley, P.E. C and made oath that the above statement by him is true. Before me, My commission expires f 20 i Employee Owned—Quality Driven �+ One Lewis Wharf,Atlantic Avenue,Boston,MA 02110 i(TO/ Telephone 617 742 7799 :Facsimile 617 742 7508 www.erdmananthony.com I I i I THE COMMONWEALTH OF MASSACHUSETTS STATE BUILDING CODE CONSTRUCTION CONTROL AFFIDAVIT i On this Thirtieth day of January 2002 A.D.before me,for the State of New Hampshire,personally appeared Richard E.Landry who,being duly sworn, deposed and says that he is registered to practice i Architecture in the Commonwealth of Massachusetts and that he has supervised the preparation of all j design plans and construction documents for the Construction of a Waste Water Treatment Facility at Cotuit Landing at Falmouth Road(Route 28),Barnstable,MA and that such plans conform to the applicable provisions of the Massachusetts State Building Code,the National Fire Protection Association and that the materials specified for use in the construction conform with the Controlled Construction Procedure therein defined(Section 116);and that a professionally qualified representative of his office will administer the Construction Contract, and that he egular and periodic visits to the construction site and prepare written progress reports of sai isits to be s t tot p ntin authority to determine that the construction is proceedin n accordance ith pr pl nd that he will inform the Owner and the permit granting a thority of a obse d e ' ns the approved planor ` applicable codes. r ; (signature) l k�> c' (Registration No.)4496 s OF SUBSCRIBED AND SWORN TO BEFORE ME THIS 30th DAY OF JANUARY A.D. 2002 t ANN F.VILLEMAIRE,Notary Public My Commission Expires My Commission Expires July 25,2006 (Notary Public) t � i i I i I i _ -! MECHANICAL-DESIGN-AFFIDAVIT PROJECT TITLE: Cotuit Sewage Treatment Plant i PROJECT LOCATION: Route 28 Falmouth Road Cotuit, Massachusetts SCOPE OF PROJECT: New Design In accordance with Section 116.0 of the Massachusetts State Building Code, I Wayne A. Griffith, Massachusetts Registration No. 35519, being a registered professional engineer, certify that the plans and specifications and any amendments thereto for the above-referenced project were designed in accordance with the provisions of Section 116.2.1. Engineer - MA. 35519 j Engineer - Massachusetts Registration No. Griffith & Vary, Inc. CompanyP��t� OF Mass 12 Kendrick Road, Wareham, MA. 02571 WAYNE A. Address oRIFFfTH I " No. 35515, I egis i`att � ` �7i ure r { Subscribed and sworn to before me this6 7�C day of s Notary Public My Commission Expires On i I i I I — _ Iq WELDED P.M. 3 14WELDED P.M. FRAME GROUT SOLID 14 GA.WELDED P.M- TYAMPICAL ROUT SOLID \\ TYPICAL \ TrRAME YPICAL GROUT SOLID / (2)I6 G.INSULATED IR-1 MIN 1 11 Cs INSULATED IR-1 MIN.) HOLLOW METAL DOORS HOLLOW METAL DOOR DOOR SIZE:3-0'X T-a,X 1 3/1' DOOR SIZE 3-0'X T-O'X 1 3/4, 16 G..HOLLOW METAL DOOR \ / PROVIDE 14ARONARE AS LISTED , DOOR SIZE:3'-O'X 6'-B'%13/4' 29-D \ / I-5CHLAGE aBQ0 DEADBOLT LOCK W/ / / I4'-C \ / D-PIN KEYED W/INTERIOR THUMBTURN) / PROVIDE HARDWARE AS LISTED T-L" / I-HAGER CAST DOOR PULL SIN I-BEST CYLINDER LOCK-(I-PIN KEYEO EACH FACE) PROVIDE HARDWARE AS LISTED Q MOUNT AT INTERIOR I-BEST CYLINDER LOCK-(I-PIN KEYED EACH FACE) B' S•_q� 3'-0' 6 `RNjr ENTRY DOORS I EACH-SCHLAGE HEAD t FOOT FLUSH ENTRY DOOR 1 1/2 PAIR HAGER BUTTS-FBBD9 x 4 1/2'. B_T7 r I-. f-6' q'-4" r-Ir S'TYP, BOLTS AT INACTIVE LEAF 9 I/7 x NRP x U526D LAVATORY q'112 PAIRNRPAx U526D BUTTS-FBBD9.4 I/2'x F.O. DOOR: I -LCN CLOSER-4111 X CUSHION STOP x AL. L O I-HAGER-635P CONT.ASTRAGAL AT DOORS:O DOOR:O I THRESHOLD-REESE aS413A 36'%30' FURR OUT WALL 1 THRESHOLD-REESE N5413A OA LOUVER F.G.BATT INSUL (y ACTIVE LEAF 4'PROVIDE R-1 111 3 PAIR HAGER BUTTS-FBBIl9 x I SWEEP-REESE aIOIAC a 9 VY x 4 I/2'x NRP x U526D I SET WEATHERSTRIP-REESE 1119A 7 '�. 2-GLYNN-JOHNS7 ON-lOH SERIES HOLD m $@ OPEN/STOP SEE HI 1 A BELOW FOR HEAD/JAMB DETAILS 14 GA.WELDED P.M. I THRESHOLD-REESE a5113A FRAME GROUT 50DD PROVIDE X WDE X BLOWER ROOM 1 TYPICAL ��N.NLAl1NGHCK " I SWEEP-REESE aIOIAC O \ PANELS RTPJ GRAB BARS O O0 I SET WEATHERSTRIP-REESE a169A = DOUBLE GLAZED WINDOW n SEE HI 1 JI BELOW FOR HEAD/JAMB DETAILS \ 11 G.INSULATED IR-1 MIN.) O A-� ® (V4 W 24'X 24' HOLLOW METAL DOOR LOUVER / DOOR SIZE:3'-6'X l'-D'X 13/4' DOOR AND FRAME TYPES / . LAV, V.C.T.FLOORING / DOUBLE VIEW WINDOW. 45' / PROVIDE HARDWARE AS LISTED A_7 iDOUBLE GLAZED O ' I-BEST CYLINDER LOCK-(1-PIN KEYED EACH FACE)SCALE:V4"=1'-O' Eun BLOWER RM. I V2 PAIR HAGER BUTTS-FBBI19 x 4 1/2'x 4 1/2.n NRP.U5260 ELEC.PANEL O ` O DOOR:O 1-LCN CLOSER-4111 X CUSHION STOP.AL. A-I I THRESHOLD-REESE 15413A � O I SWEEP-REESE V101AC ry,0, I SET WEATHERSTRIP-REESE 4119A M.O. SEE HIGH GUARDRAI� o SEE O _ DETAL D STRAP Y B'LONG ADJ.MIN. BENT STEEL PERMEATE PUMPS, A-I STRAP ANCHORS,MIN.OF 2 EA.JAMB, SEE PIPING DWG,. STAGGERED PRESSED METAL FRAME _ FILL FRAME SOLID W/ C.M.U.-TYPICAL GROUT � HANDRAL TYP. TYP. e'C.M.U.TYP, CAULK BOTH SIDES CAULK BOTH SIDES MEMBRANE DP �� gpCKPUL$E TYPICAL TYPICAL p CHAMBER TANK NISTANK CMUL-TYPICAL _ o _ Iy 4"x 3 1/2'x 5/16' I Y 0 DUCTILE STEEL ANGLES IRON SEWER - MA5ONRY ANCHORS PIPE THROUGH - _ 1------ PRESSED METAL FRAME 3 EACH JAMB OPENING RYP.41 1yWULpLg � O LCB ILS STL.CHANNEL FRAME. I9£Iw1W4 n (4'HEAD)FILL W/GROUT GROUT SOLID.TYP. 1 115/k' I IS/k' BAR - .I STEEL ROD BURGLAR BARS 6"O_C.EACH WAY - HI HEAD DETAIL, TYP. JI EXTERIOR JAMB, TYP. J2 VENT JAMB/HEAD I 3 A�I SCALE:1 1/2'=1'-O' ♦�I SCALE:1 1/2'=I'-O' ♦�I SCALE / 1-0 1 1 , /1 I NORTH 0O ROOF CURB SUPPLIED BY HVAC CONTR.:INSTALLED ', 8Y ROOFING CON TR, RUBBER OR URETHANE ROD STOCK ADHERED IN PLACE I FLOOR PLAN 'SURE-SEAL'BONGING ADHESIVE A "ELASTOFORM'FLASHING W/LAP SPLICE .I SCALE:1/4'=1'-O" 'SURE-SEAL'SPLICING CEMENT 'SURE-SEAL'INSEA SEALANT ^ O fl/T FROM FLANGEIM 3'MIN 'SURE-SEAL'LAP SEALANT ASPHALT ROOF SHINGLES oov f�_�S.EATHHG_Ifi/ 3/4'COX PLYWOOD .(q IS bO FELT BLOG PAPER WOOD FRAMING AS REQ'D_ 1 CURB OPN'G. SEE STRUCT.DWGS.Rolm- v BILE OP ALL ROOF OFENNGb FOR RANG.HOODS.ETC. MWT W!YEItlMlD v HVAC CONTR.-Sal!STRUCT.OWG'W 1 1/4'O.D.PTO.GALV. STEEL PIPE RAIL t POSTS WELD ALL JOINTS t GRIND SMOOTH TYP. , A ALUM. CURB FLASHING, 0 BOLT ACORN NUT I/4' a�I I"-xO'O.C.CARLISLE DETAIL NO.U--O l/B'5 TEEL O BAAINT) r ARl/S STEEL FRAME IF B STRAP BOLTED 4 V WELDED TO PIPE TO FRAME aryl FRAME EXPANDED METAL MESH IPAINT) U ...................................._............................. ....................... FOR MOUNTING .................................................................:..................... HEIGHTS OF ALL FIXTURES G .....................................................................................ASPHALT ROOF SHINGLES SEE DETAIL A-1 """---- SET RAIL SUPPORTS ...................................................... F.R.P.OVER IN POR-ROK ................ CURBED OPENING. M.R.GYP. W5EE NOTE BELOW) SEE OTL. ..... ................ A WALL BOARD. ................................................................... FULL HEIGHT N C LONG PIPE SLEEVE W/3'x 3'.1/Y 5TEEL PLATE ED TO 2.3-MIRROR IN SOTTO WE 3D/1'I.D.SLEEVE SLOPE............................ . A-I 5.5.FRAME GRAB BARS AS ......................................................... 20 20 ................................ PER CODES ............................... E%NAUST W PEEF3 SLO WRAP TRAP PT TISSUE .................. .....14'H HjW. DSEY EXHAUST PPE INUL EXHAUST HN.FLO ................................... :...............:.. , ( E D'REVISIONS .................-.......................... ....................................... 9/W/01 ........................................... 2 LAV. li it 1"'.2 .......... 3 I/25/02 V 2'-0" CONY.RIDGE VENT PRE-MANUFACTURED 4 """"" CUPOLA 2'-O' 8 INTERIOR ELEI/. D GUARDRAIL DETAIL 5 O I SCALE:I/4'=1•_O• ...-...........................�..�.. 6 ieel SCALE:3'-I-O' � ..SLOPE SLOPE l � �I .... �. ............................ ............................ ............................... . .................................... DRAWN BY: B.U.M./MB Q .............. -................. ................................................... CHECKED BY: DA.C. .....................................................D DATE DRAUN: I—— QMIRROR ............................................. ..... SCALE AS NOTED u ................ ............. .................... GATE ISSUED 9/1/OI 4; ASPHALT ROOF SHINGLES ............................................................ � IZ 54's SIDE O 6' 42'^REAR ( JOB SEAL �4� 1C GRAB BAR ....... ........ .................... ARCHITECTS C w T.T.DISP. -_....__ .: ....... .... .. P GENERAL NOTES I � w a SEE STRUCTURAL DRAWINGS FOR SIZE AND TYPE OF ALL STEEL FRAMES REQUIRED FOR ROOF 3'-O' NOTE: OPENINGS AS WELL AS THEIR LOCATION I W n. MAX. VERIFY ALL MOUNTING HEIGHTS WITH 7 1 0 APPLICABLE BUILDING CODES ALL FLUE HOOD t FAN SIZES INDICATED ARE ROUGH OPENINGS THRU ROOF.VERIFY SIZE AND LOCATIONS WITH HVAC CONTRACTOR. ENGINEER'S SEAL L PLUMBING VrNTS F8YR R PLUM NY CONTRACTOR) +}o MOUNTING DETAILS ARE N SHOWN FOR FOR NUMBER AND LOCATIONS SEE PLUMBING 1 .DRAWINGS SEE DETAIL THIS SHEET FOR FLASHING 4 / f I N a SCALE:I/4'=1'-O' [ D CONDUIT AND PIPE OPENINGS ARE SHOWN ON PLUMBING. O FOR FLASHINGECT.DRAWINGS.SEE DETAIL THIS SHEET �21 ROOF PLAN SCALE:1/4--1'-O" 1= EXACT SIZE FOR ALL ROOF OPENINGS FOR FANS. —I Q HOODS,ETC.15 TO BE VERIFIED W/HVAC CONTR- F SHEET NUMBER O GA-1 H z �1 PRE-MANUFACTURED CUPOLA EQUAL TO STANDARD MODEL•42-C W/R151-H WEATHERVANE BY WEBB CO.AS DIST. CONT.RIDGE VENT BY THE BROCKWAY SMITH CO,ANDOVER,MA TOP OF RAGE CONY.RIDGE VENT EL.+BY-i V2' EXHAUST DUCTS,SEE ASPHALT SHINGLES OVER 3/4' ECH.OWLS. COX PLYWOOD SHEATHING 12 ',.. ASPHALT SHINGLES OVER 3/4• l COX PLYWOOD SHEATHING IXS/IX4 WOOD RAKE TRIM, PAINTED,TYP. NVIX3 WOOD FASCIA TRIM TOP OF MASONRY TOP le MASONRY EL.+lC-O' BE.+TC-O' CLAPBOARD SIDING ON METAL FURRING —IXI2 WOOD HEAD TRIM--a CLAPBOARD SIDING ON METAL FURRING p O / � ® O D IX6 CORNER TRIM.PAINTED IX6 CORNER TRIM,PAINTED ------ / a FMSH BOOR EL.-1 PLOOR t ~� IX6 DOOR TRIM,PAINTED v ^ I SOUTH ELEVATION 2 EAST ELEVATION Z SCALE:1/4'=1'-O' SCALE:1/4'=Y-O' _ O P N o a � L PRE-MANUFACTURED CUPOLA.TYP. 5 ' CONY.RIDGE VENT -3 TOP OF RIDGE CO)NT..RIDGE VENT EL.+84'-i VY - I ' EXHAUST DUCTS. ASPHALT SHINGLES OVER 3/4• O I'nl ICI SEE MECH,OW45.—y CDX PLYWOOD SHEATHING EXHAUST DUCTS TYP.\�✓'1/��L/'1 SEE MECH.DWGS. 12 - ASPHALT SHINGLES OVEIR 3/4' T�^ COX PLYWOOD SHEATFNNIG IXS/IX4 WOOD RAKE TRIM. PAINTED.TYP. IXVIX3 WOOD FASCIA TRIM D REVISIONS TOP OF MASONRY 8/I5/0I IlkTOP OF MASONRY OL EL+lC-W ] v1ua2 O CO-AXIAL WALL FLUE O 3 1-102 SEE MECH.DWG5. _ _ 4 COAXIAL WALL FLUE Sr MECH.DWGS. LOUVERED INTAKE VENT IXI7 WOOD HEAD TRIM 5 W/ t WOOD TRIM CLAPBOARD SIDING PAINTED:TYP. ON METAL FURRING --- CLAPBOARD SIDING -- J ON METAL FURRING _ l i \ DRAWN BY: B.W.MlM6 ICORNER TRIM,PAINTED IX6 CORNER TRIM,PAINTED CHECKED BY: D.A.C. / DATE DRAWN. I—. J / DATE SSUED: 9/1/q / FNlISH FLOOR FINISH FLOOR MNNIH FLOOR '. SCALE AS NOTED A JOB NUMBER: 9W41g Q IX6 DOOR TRIM.PAINTED r \ ARCHITECT'S SEAL 3 NORTH ELEVATION 4 WEST ELEVATION c SCALE:I/1'=1'-O• 7 lr scALE:v4•=r-o• —Z � IP`JI y7,. ��` fa ENGINEER'S SEAL 4 O CA I 6+ J O SPIFFY NUMBER GA-2 D a z a w TOP OF RIX O TOP OP R[)GE EL.48T-4 V7 EL.+ST-6 1/7 ALL WOOD FRAMING.BLOCKING. ALL WOOD FRAMING,BLOCKING. N PLYWOOD,ETC_SHALL BE FIRE PLYWOOD,ETC.SHALL TYPFIRE RETARDANT TREATED.TYP. 12 RETARDANT TREATED.T . 12 TOP OF MASONRY ; TOP OF MASONRY I I EL.*Y-O' I I EL.+lC-O' I I p 7_WOOD TRU55E5, 1/2'M R_G.W.B. I I I I P.T.WOOD TRUSSES. 1/2,M.R.GJU_B_ 5EE 5TRUCT.0WG5. (USE 5,5.CONN.PLATE5) ( S I SEE STRUCT.DWGS. FUSE 5 .CONN.PLATES) I I I 5 I I I I 5 Lq S—IM.II I I 1 SIM.I C� I BLOWER Roots I I CJ I I I I I (3-C E HIGH GUARDRAIL BLOWER RfOOM [�-1 HIGH GUARDRAIL SEE DETAIL D C.M.U.WALLS.SEE BEC:TIONS I D I C.H.U.WALLS.SEE SECTIONS I A-f W X 6'-0'H X 27'THK. I I I 2'-0'W X 6'-0 H X 2'THK. CONC.FLOOR SLAB. SOUND INSULATING PANEELS I CONC.FLOOR SLAB. SOUND INSULATING PANELS SEE STRUCT.DWGS. I '.t SEE STRUCT.DWGS. I FINISH FLOOR FINUNi FLOOR I I .......--..:.. -....._ I EL.+g•� I _ CONCRETE TANK WALLS. CONCRETE TANK WALLS. CONC.FOUNDATION WALL. 5EE 5TRUCT.DWG5. CONS.FOUNDATION WALL. DIP SEE STRUCT.DWGS. SEE STRUCT.owes. MEMBRANE SEE sTRNcr.owes. TANK CHAMBER CONT.P.V.G.WATERSTOP,TYP. CONY.P.V.C.WATERSTOP.TYP. SOT.OF TANK BOT.OF TANK EL.+S3'-O' EL+S3'-O- I BUILDING SECTION 2 BUILDING SECTION w U SCALE: SCALE:I/9'=1'-O' 2 z F z Wo PPREMANUFACTURE➢P.T.WOOD TRUSSES O e R'-0'O.ACTURE-5 P.T.WOOD TRUSSES 2'-0'O_C.W/5.5.FASTENERS `.I 1�.V{I 2'-O'O.C_W/S_S_FASTENERS ((0 I ASPHALT SHINGLES OVER 3/4' [�,; ASPHALT SHINGLES OVER 3/1' �'-` CDX PLYWOOD SHEATHING COX PLYWOOD SHEATHING (2)2X8 WOOD 51LL PLATES W/ (2)2XB WOOD SILL PLATES W/ /� R-30 F.G.BATT INSULATION R-30 F.G.BATT INSULATION 1/Y ANCHOR BOLTS•4-0'O.C. � N I/2'ANCHOR BOLTS 4'-0'O.C., TYPICAL v/ TYPICAL 6 MIL POLY VAPOR BARRIER 6 MIL POLY VAPOR BARRIER IXVIX3 WOOD FASCIA TRIM, IXVIX3PALATE WOOD FASCIA TRIM, ♦./ PAINTED,TYP, PAINTED,TYP. Fes / I CONY.METAL CONY_METAL Fl•�~I 1 f DRIP EDGE DRIP EDGE TOP OF MASONRY 5/.''DENS-GLASS GOLD'SOFFIT BD. 5/B''DENS-GLASS GOLD' CEILING ON IX3 FURRING•Y-4.O.C. 50FFIT BD.CLG.ON IX3 5/B''DENS-GLASS GOLD' 8/8''DENS-GLASS GOLD' WOOD FURRING 1'-4'O_C. R SOFHT BOARD III/ v r 50"IT B.OAERDT STRIP I L3'CONY.VENT STRIP IX6 WOOD TRIM,PAINTED IX6 WOOD TRIM,PAINTED B'PLAIN FACE C.M.U. B'PLAIN FACE C.M.U. BOND BEAM.SEE BOND BEAM,5EE STRUCT.DWGS. STRUCT.DWGS. PRE-PRIMED WOOD TOP OF RIDGE CLAPBOARDS OVER'DUPONT" a TYVEK BLDG.WRAP ON 1/8' METAL FURRING 7-0'O.C. (PROVIDE ALTERNATE TO V ALL WOOD FRAMING.BLOCKING, SUBSTITUTE'HARDIPLANK'BY PLYWOOD,ETC.SHALL BE FIRE JAMES HARDIE BLDG.PRODUCTS SEAL INTERIOR FACE OF MASONRY.TYP. PRE-PRIMED WOOD RETARDANT TREATED.TYP. IN LIEU OF WOOD CLAPBOARDS) CLAPBOARDS OVER-DUPONT* TYVEK BLDG.WRAP ON l/11' O METAL FURRING s 2'-0'O.G. (PROVIDE ALTERNATE TO 8'PLAIN FACE C.M.U.WITH SUBSTITUTE'HARDIPLANK'BY T I w 'KORFIL'INSULATION I JAMES HARDIE BLDG.PRODUCTS R IN LIEU OF WOOD CLAPBOARDS) EXTERNM I INTERIOR INTERIOR EXTERIOR u e'PLAIN FACE GM.U.WITHb D U I KORHL'INSULATION m O TOP OF MASONRY / m HO IZ.WAL MASONRY m F 1 EL"W-O' I I NVAC pPvlLATFORn I D W OTHER 9TRUC COURSE FULL z P T.WOOD TRU55E5, AT C°-i'OM.CL STW)5 I I OTHER C.M.U.COURSE FULL V SEE STRUCT.11 G5. -i U 11 (U5E 5.5.CONN.PLATES) _ _ I U CORES SOLD FOR VERT- W/GROUT. O _ W $Its. D SEAL INTERIOR FACE U OF MASONRY,TYP. z 3 I AND REMOVE CELL INSUL m 1/7 MR.G.I.B. I I •REINFORCING •9-d AF.E DUR-O-MAL MASONRY D III \J I I I OTHER WALL REINF.EVERY 3 ( ( HT..SEE STRUCT.RSE DWGS.LL S 9 REVISIONS OPENING 3'-6'HIGH GUARDRAIL I LAVATORY THRU-WALL FLASHING W/WEEP HOLES FOR MEMBRANE SEE DETAIL C.M.U.WALLS.SEE SECTI 7-B'O.C. ONS I/R/OI I MOVAL �x 5EE STRUCT.DWGS. • FOR VERT.REINF_FILL 2 VN/02 A-f FRP.OVER I/7 _ I CORES SOLID W/GROUT - 3 1/25/02 MR GRB AND REMOVE CELL INSUL. PURR OUT WALL q' c REINFORCING q ! CONC.FLOOR SLAB. 0 n I I IATTIINLSEE STRUCT.DWGS. B INSULATION v FHSH FLOOR TµRU-WALL FLASHING W/ P HOLES O.C. i III' I—III'— o i DRAIN BY: B.W.M./MB I/2'HIGH'R'RIGID INSUL. I _ m CONC.FOUNDATION WALL. v I I CHECKED BY; D.A.C. ' SEE STRUCT.DWGS. I I I FILL GRADE,SEE SITE OWC S. FIN15H AS SCHEDULED [G,� DATE DRAUN: T/3/OI 3 I I I O .)I+.. SLAB,SEE STRUCT-OWLS. RIGID IINSULR. OVER CONC.FLOOR Q 0 ) I I I I ( FI.ODR �I I GRADE DETAILS FOR DATE ISSUED: o ) I I I I I EL.+as.-a I' ' SCALE: A5 NOTED .1 1. JOB NUMBER: 59,1I Q ) I I I I I ARCINTECT'S SEAL wllI VAPOR BARRIER -41I I VAPORI MIL OBARRIERCOMPACTED FILL.TYP. �II1 COMPACTED FILL.TYP SEE 5TRUCT.OWLS_ )III °'' SEE 5TRUCT.DWGS R;A' ,J II� 1 1/2'RIGID -III eLOONTO TOP U DR iJ L POLYSTYRENE IN UFOG OF DOTING I' CONC.FOUNDATION C C.ED NDATIO A G WALL,SEE STRUCT. O 9 SEE UST J s .. f ¢tea � �•� �' UJ 7 ENGMEERS SEAL 3 BUILDING SECTION _ vIi>;� _3 4 WALL SECTION 5 WALL SECTION d ^•�I' SCALE:3/4-I'-O' I f� +p SCALE:1/q'=1'-O' SCALE:3/4'-Y-O' c Q �c5 ' SHEFT xunBER D G.A 3 0 a : DOWELS 70 MATCH - VENT MALL RENF. :.:. VERT MALL.REINF. 77 SEE SECTION 1 THIS DWG. TOW ELM' 24'-0' CONT.BOND DEAN g .. : WITH 2-/8 CONT. 11'CMU s r e S-1 BOF a 8Z'-8' - WIRE SCREEN DAM AT CORES r4012 ---------- 8•SOO SEE PLAN w I i----- I TOW EL 78'-8' NOT TO HE GROUTED FOR RE7NF TOW a BW--0•. i ,., .. .......:. .. In EL IW-0• TYPICAL VERTICAL WALL RE1NF. `" Tv (,'RIDE(VARIES I -- - S e•CMu i✓ sr- - 7f.------2_L--- 2 i ......I I; S-t I 1 AnonlonAL BAR EACH SIDE of TOW a eW-o' I I I I >o ALL OPENINGS,WEND 32'eEYD1D uar tY y-B• coNT I s-o• 3 TDD a. B•cMlt I I W e-0- �•-0• +DOA LADDER,TYPE JOINT RETNF.O 18ro.0 I TYPICAL THICKENED SLAB SECTION R BDFa80'-8' I I — — — — — IY ii .>. ..� DOF a Bo'-e' — � — - - ::.. <\... (i:'. ��: �, I TOW a 64'-4' — — _ — SECTION 2 FOR INFORMATION ON Hor �- I I I s GROUT SOLID AT RE1NFdIOED GORES SHOWN FETE SEE ( c F I S-1 S-� SECTION 31H5 DWG. '_' — — — — - — 1 B'd1U NDIGIES THIdmHED I) m j I El SEE SDQ W/ps SEM10N SLAB 2 THIS DWG. I DDF EL 8o'-MTDM a 64'-4• Y eo ERA CtRc a es'-o• 1 U s'-8' „I 7-0• I EQUIP PAD. I gR 7 I ' SEE SEC"8 I :. or CMU ' - /p.o12'oe Ew CIN Z` d�eR ON THIS DWG 1YP. I i 1 fro VENT a 32••s TT HIS� WALL TAW WALLS `� O p -- I KNDOI(-0UT IINSPECIION PANEL �eo1Y DOWELS TOW a ee-o• ADM a 80.-0• i I TOW EL 88'-0 TGM a VARIES { 1, 9 S I I SEE PLAN - Y CdVC SLAM SEE WATERSiOP ■■ ee . I ., PIAN FOR RENF a EL. .: W d i • - t INK RAT Fd1 I � 'I N1 13 ; F RENT r/ 's OtY I I I 6,_8. I I I 6' EW raa J I: 111i• P GRADE(vARRs� B 513.J d h ol b To b 1 I Hoc a l 1 ' ....;: _ i a I I �i I _I a. ---------� S • COMPACTED COARSE i? WATERSIOP 4-4 10 PIPES EQUALLY sPACED. i6 GRAINED SOIL COVER INVERT EL-+sW-O•.SEE 441 TOW EL OW-o• RIGID INSULATION � � - TYPK,AL PERREER WALL UILJIY #s's 012'EMT CTR^� KOcKOUT DETAIL THE SHEET::. .HIM ` 1"-3•THK RAT FDN BOF EL Io'-a' 31 GROUT CORES FULL HEIGHT WITH A HIGH SLUMP GROUT.WHEN'THE GROUT REDOES THE Ir V WALL SLEEVE AND LAIC 2W COHT.BLOCKOUT AROUND Mum CONSSTMICI'OF SIFT MORTAR VERATE 10 A DO M OF AT LEAST 1/2 7FE POUR MONT. FOUNDATION WALL YI 18EINF•/�8's 092'oe BY E.I.SLEEVE ESCOTT APPR04ED OF DP TANK 10 REIZVE Y.ALUMINUM ALL"AND OPERATIONS REQUIRE FULL THE INSPECTION BY A QUAINIED IESIINO AGENCY. ' ElW TOP a BOLT EQUAL IYPICM.ALL TANK WALL PUMK OPATNG BY dip GRA7NGS (3)!s'•CONL A PAENEIRATDNs.Y FOR LALL TANK SRE, oft APPROVED MIAL FOR ADDITIONAL MASONRY WORK SHALL BE N ACCOPDANCE WITHACI 318 AND ICI 83D,MUM COOS � � � 8• MDIF: CONSTRUCT TAW BEFORE BUILDING FOUIWTIONS. :.AND TION&FOR d'AODT.. NFORMA110M SEE ARCH AND MECH DRAWINS. REQUIREMENTS FOR MASONRY SIRIMRES.BLOCK:ASTM C90,TYPE t.GRADE N-1 MOITTMt 1•� THE CONTRACTOR HAS THE OPTION OF HAVING 1THE � I PIPING SET LEVAr INS O TECH.' ASIM CM TYPE M OR S. TANKS MADE OF PRECAST CDISTWXnDN.THE DESIGN AND FABRICATION OF THE TANK ARE THE SOLE REWMSIBI.ITY E�y AND PUIMBING DRAWINGS + OF THE CONTRACTOR. TYPICAL 8' MASONRY WALL SECTION tl°�`WARING MMATNN&Oft�«A° ' W A FOR s�MD LOCATION OF MASONRY O° MM SEE ARCH WAMM` SECTION 1 SECTION 3 SECTION 4 M� FQR LOGTON MD OIMENSIONS OF INTERIOR NON-LOAD'BEARNG CIN S— SOME$'-1'-0' - SCALE 7F'-1`-0' -1 CO�IH. YIu15 SEE ARCH DRAWRIGS iC FUR LOCATIONS OF DIWS.KW OUTS,D04MB I S AND EMBEDDED f J ITEMS SEE ARCH,ELECT,AND MECH.DRAWINGS. I I MR am RAIL DETAILS SEE ARCH DRAWN& Q F011ND"ON AND SL/B PLAN N - c THIS ONG .01Hr MAx 3/4'CHAMFER 3 >, s•CONC SIAEL SEE a RoudoN SURFACE OF stwa fro VENT O 32 oc PLAN FOR RENT a EL �7 EL Bs-0 ALLµAROUND(tYP) � i 1/2'OL TREAT AS MEIRUCITON JOINT q ". PADS OVER 12'HIGH I_ 12' ... %%RES.SEE 8•I`� CIR PADS W 10 1Y HIGH 8.CONCRETE A TOW a 84-4 a,...e,.., aEv VARIES.SEE PLAR FOUNDATION WALL - I }s's 012 E^M CiR .._l.j�, COMPACTED Comm ' JIj4 r .^: a: DRAINED SOIL 8'i012'EW l IR `: INSULATION I < t �°'� +4 TEs e12'oc MAx ., A 1. SEE ARM.i�H,PLUMS R ELECT DRAND S FOR e-Iss coMC r-a- It' 9 SRE IAGTON a aEV WHEN NOT SHOWN ON VAN TOP 2.)ANCHOR BOLrS,WHERE REWD,SHALL BE SIZED AND w O B� FOR INFORMATION NOT SHOWN SERE LOCATED ACCORDING 70 MANUFACTURER'S REQUIREMENTS. SEE SECTION 3 ON THIS DRAWING. V -,. tlTL BEARING SITATA SFHAIl.BE MEDIUM 70 DENSE NSITU .... � i TYPIC L SLAB AT DOORWAY DETAIL TYPICAL EQUIPMENT PAD DETAIL GRAIULAR MATERIAL OR COMPACTED GRAVEL nLL j SEC11ON 5 SECTION s SECTION 7 MAIL.I*-r-W< - i aDNdEE FOUNDATION wAli >fa EF(MVP.) 1 i MR WBLOCKDUT AND -t CORIER BARS 3'-0' tFORdNEiNf . 24 7YP. .: • A �• L' J SPREAD MWLLLDOWELS • l2 ��FF.E TION NO REINFORCING • SEE SECTIONS . n ,. . WALL SE77ION AROUND d�ENiING(TYP) • _ WALL FDOHID ZM sm FOUNDATION PLAN FDR LOCATIONS mm 5' . .. �; SEE LARCH,MECH,Pt1A61N6,a ELECT DMGS FOR 5¢E a LDG710N i •mew w TYPICAL CORNER REINF TYPICAL STEPPED FOOTING PERtIMEM WALL UTILITY BLOCKOUTS M•N M� [ CONCRETE FOUNDATION WALL N �•-0• /SIZES SEE PLAN a sEDiwNs FOR MD rmlFwHaNc. ....�... 2�I .` MAIL wNl. OPENING D SINRUPS ,. I " UP TO 4,-0. 8' NOTE W-0'To W-o• 24' I}308 �� OF M ; 11 AND NUMBER OF CORNER t';,__-E • BARS TO MATCH HORQ.REINF. 8•-0•To 10'-0• 3Y �40IsHORIZONT IO WALL rmNF SEE SECTIONS Z A.KENNETH' o LLcY v '9 .27761 I TYPIC& RUNE AT WALL MUSEUM CMU LINTEL SCHEDULE i s T EP i G 4 PRE-EMMEENED WOOD SI PSON ANCHOR CAST-�N-PLN�CONCRETE dQl ' .. --TRUSS 02'-W a: MODEL NO.:HGA10 USE WATER-ROXXING ADMIXiURE OR MID-RANGE I. WATER-REDUCING ADMIXTURE IN CONCRETE,AS REQUIRED, 24'-0• 1/2{NNCFOR BOLTS FOR PLACEMENT AND WORKAK". USE AIR-ENTRAINING TYP CAST-IN-PLACE CONCRETE INCLUDES THE FOLIAWINIh ADMIXTURE N EXPOSED CONCRETE WELLS UNLESS OTHERWISE . FOUNDATIONS AD FOOTINGS SLABS-ON-GRADE,NO GROUTS. INDICATED. ADD AR-ENTRAINING ADmw IRE AT . SEE ARCH,MESH,COAL.AND ELIM DRAWINGS FOR MISCELLANEOUS MANUFACTURER'S PRESCR LED RATE TO RESULT N CONWTE CON REIE. ATIOLERANCE OF MINUS POINT OF KACEMENT HAVING IOTA.NPL7il;Q1F OF ACIR CDKW WITH A SE CMU WALL BELOW B'CMU WALL eLS RE!COMM END07 NS. USE FOR WATER REDUCTION AND SET ACcOMT -1 AND r, ;. SEE DWG CS \ :. SECTION 1 THIS DWG. 2' NIG OR RETARDING IN STRICT y:. 2-2x8 SILL PLATE SHOP WINGS FOR DETAILING,FABRICATING,BENCNG,ND PLACING CONPlL1NCE WITH MANUITACTRER'S gRECITONS (FOR ADDTIIONAL INFO CONCRETE REINFORCEMENT OR SHALL COMPLY WITH ACI CR lIANILAL OF SEE ARCH) : STANLMRD PRACTICE FOR DETAILING REINFORCED CONCRETE RE-CMIIX ETEXED CONCR COMPLY WITH REQUIREMENTS OF sl VIOMM NN•cM,WAIL BELOW :. 2-20 SILL PLATE EGBMS SEE D'WG G.S-1 AND CODES AEJD SgtIDARDS COMPLY WTIN PROVISIONS OF THE i SECTION 3 THIS DWG. FOLLOWING CODES,SPECFlOATICIS ND SI'AINDARDS,EXCEPT WHERE CHAMFER EXPOSED CORNERS AND EDGES,WIND WOOD OR LORE STRINGER REQUIREMENTS ARE SFIOW'N OR SPECIFIED: METAL CHAMFER UNIFORM SMOOTH LINES AND lPS;TIGHT:EDGE JOIED'TO PRODUCE .•• / , /:'.. I AMERIGW CONCRETE INSRNIE(ACQ 301.*SPECIFICATIONS FOR ii:. >4 I`- STRUCTURAL CONCRETE FOR BUIDHOS,' PLACING RONFORCEMENT 3 i ,—DOOR OPENING BaoWA SEC IRON 1 AC 318,'BUILDING CODE REDIARDA MS FOR REINFORCED COMPLY WITH THE coNTxETE REINFORCING srm IisTlnnEs IC RECOMMENDED PRACTICE FOR'PLACING REINFORCING BARS,• g-2 I SCALE 1'�t'-0' — FOR DETAILS AND MEMW OF RENFDRCEMENT PLACEMENT `x I ..�._ CONCRETE REINFORCING STET INSTIME(CRM)!ANNUAL OF AND SUPPORTS AND AS SPECIFIED. CLEAN REINFORCEMENT Q O ^^^ >. T !... ....... ...... ........ ... ..... ........: I STANDARD PRACTICE OF LOOSE RUST ND MLL SCALE,ENOH.NICE NA OIFIER Big MATERIALS THAT REDUCE OR DESTROY BOND WITH CONCETE 3 : MATERIALS AND NSTAILED WORK MAY REQUIRE TESTING AT ANY THE :..PLACE REiNFORCEINENT TO MAINTAIN MINIMUM COVERAGES AS Q I DURING PROGRESS OF WORK. NDMATED FOR CONCRETE PROTECiIgN. BLOCK UP AFTER BEAM S !! SOON JpEnS W IQ D POSITIONED. PRE-MANUFAMR D CUPOLA SW3 ;•STIFF PLATE ES POLYSTYRENE DOVVID,AM 5M TYPE N.10 PSI COMPRESSIVE CONSTRUCTION JOINTS: LOCATE AO IMAM COMSIRUCIOTI SIRENGIH,2 1/2X MAXIMUM WATER ABSORPTION. J ` .(SEE ARCS � JOINTS SO THEY DO NOT IMPAIR SIREWGIH OR APPEARANCE Sa:d3 NOSr EIEAM BELOW ¢ OF THE STRUCTURE- Pwax wmys AT LEAST> �7 I �E INMES DEEP IN AND BETWEEN Wu i CONSµ N INWALLS AND1 S SLAB �: REINFORCING Oft ASTM A615 GRADE a0.DEFORMED. . ISOLATION JOINTS INSLABS-ON-CRADE: CONSTRUCT SUPPORTS FOR REINFORCEMENT— BOLSTERS,CARS,AID ORER ISOLATION JOINTS N SLABS-ON-GRADE AT POINTS OF DEVICES FOR SPACING,SUPPORTING,AND FASTENING REINFORCING CONTACT BETWEEN SLABS-ON-GRADE AND VERTICAL ;. b 2 t� JOINTS IN SH BAITS INPLACE. SURFACES OF FOUNOATXMI WALLS i g-2 X.q I . ♦ lJI�LS CL ALL JOIN TANALL HAVE WAIRSIOPS. BEARINGPLATE . r PORRAND CEMENT ASTM C13%TYPE I OR TYPE IL ffiE1E�idCE>QQ ON NONC-SHRINK GROUT' : AGGREGATES:NORMAL-WEIGHT AGGREGAT ASTN C33 COMPLY WITH ACI 3D4.'QUIDE FOR MEASURING,MIXING. � EL-+75'-4' , ..: .. TRANSPORTING.AND PLACING CONCRETE' �A 1 WATER: POTABLE S-2 ^ COLD-WEATHER PLACEMENT COMPLY WITH PROVISIONS OF �. A011IXNRF5,GENERAL• RtONDE CONCRETE ADMIXTURES THAT AC 306. f •� I f .` CONTAIN NOT MORE THAN 0.1 PERCENT CHLORIDE KNS WHEN HOT WEATHER O RIQ1E: SEE TECH AND ARCM DRAWe1GS FOR AIR-EMRIVNNC ADWXTURE AM c2eD,CERTIFIED BY CONDITIONS EXIST 1HAT WOULD IMPAE WM AND NjTy LOCATION AND SOT:OF ROOF PENEIRAlIONlS. :.: I I 'MANUFACTURER TO BE COMPATIBLE WITH OTHER REQUIRED STRENGTH OF CNCRETE-PLACE CONCRETE COMPLVINC WITH FRAMING PLAN BONED BM 4'-0•LG IN 301 TAB E 3AI41 FOR ENTRAINING EXPOSED TO Recum ACI 3D5 ROOF FR cNED UNDER REAM E-N WATER-REDUCING NNDCNRE A5111 C41H4,TYPE A (TFN-FORMED FN61fOk PROVIDE A SIgO1H-FORM FINISH a'CMU WALL SMO WATER-EASED ACRYLIC MEMBRANE CURING COMPOUND, ASTM MD. ON CONCRETE SURFACES IOE M W VE OW Olt WEE [[[��]]] TYPE 1.CLASS B.PROVIDE MATERML THAT HAS A MAXIMUM VOLATILE COVERED WITH A COATING MATERIAL APPLIED DIRECTLY W �1 ORGMLIC COMPOUND(VOC)RATING OF 350 c/L CONCRETE.OR A CTVERMG MkMvAL APPLIED DIRELTLY W CONCRETE,SUCH AS WATERPROOFING.M ROOFING.VEIIEEt 2-1('r ANCHOR BOLTS FILL 3 CURING.SEAUNG AND HARDENING COMPOUND: FOR STEEL PLASTER.PNNIING,OR INRIOBNER SIMIAN SYSTEM THIS S COURSES OF CNU CELLS•/ TROWELED SLABS,INTERIOR OR EXTERIOR APPLICATION, EXPOSED : AN AS-CAST CONCRETE SURFACE OBTAINED WITH SELECTED NON-SHRINK GROUT AFTER FINAL CWWR UCTiGA. EPDXY ANCDRING GROUT FOR SETTING FORM-FACING MATEdN.,ARRANGED N AN ORDERLY NO REINFORCING BARS AND ANCHOR BOLTS. ALL HEADED BOLTS AND SYMMETRICAL MANNER WITH A MINIMUM OF SEAMS. REPAIR DEFORMED BARS SHALL RE SET A MINIMUM OF 12 EAR DIAMETERS SEC AND PATCH DEFECTIVE AREAS WITH FINS AND O7FFR -SECTION 2 UNLESS O1FERIMSE.NUIED. PROIEMI S COMPLEFLY REMOVED AND SMOOTHED oo IQ S-Z NON-SHRINK CEMEBmOUS CROUra FOR STRUCTURAL GROUTING OF MONOLITHIC SLAB FINISHES N COLIRM BASE SLAB ON GRADE SDNI-RIGID EPDXY JOINT FILLER. L SHORE HARDNESS AID,D50. SCRATCH FWH AIRY SCRATCH FINISH W MONOLITHICSLAB SURFACES 70 RECEIVE CDmMETE FLOOR TOPPING OR PROPORTIONING AND DESIGNING MIXES MORTAR SETTING • PROVIDE : 7ERRA FLOORING BEDS FOR TILE POIFED C CEMENT W SOLID ANCHOR BOLTS 0�i� SASS OF WRITTEN R CONCRETE AT LEAST 15 d1Y5 PRIOR W START WORK TEISH FL AND 0MA�AL DED APPLIED CDANTTI0115 I O FLOAT FINISH: APPLY FLOAT FINISH W MONOLITHIC SLAB EI V 1.5 x SNOW 37.5 PSF OEM MIXES W PROVIDE NORMAL WEGM CONCRETE AS FOLLOWS SURFACES W RECEIVE TROWEL FINISH AND OTHER FNISHE3 �+ 4000 PSI.AIR-ENTRAINED,CONCRETE FOR GENERA,USE AS SPECIFIED. W 1.5 x SNOW 37.5 PSF SLUMP LIMITS PROPORTION AND DESIGN MIXES W RESULT IN TROWEL FINISH: APPLY A TROWEL FINISH W MONOLITHIC CONCRETE SLUMP AT PINT OF PLACEMENT OF NOT LESS THAN 1 SLAB SURFACER EXPOSED W VIEW AND SLAB SURFACES W w A LIVE n LACEF7777-7-1 ` INCH AND NOT MORE THAN 3 INCHES. BE COVERED WITH RESILIENT FLOORING,COMIC OR QUARRY ; SNOW 25 PSIF :. NOTCH CMU WALL AS REWD ....... BOTT D. OF TRUSS - TILE.PANT OR ANOTHER THN FlLM-FlMSH COATING SYSTEM. FOR CONr.BUTT CHORD BEYOND' AFTER FLOATING,BEGIN FIRST TROWEL-FNISH OPERATION LIVE LOAD EL_+7a'-11't •�,: USING A POWER-DINER TROWEL BEGIN FINAL TROWELING �a vE E WAIL RENT:. _ WHEN SURFACE PRODUCES A RINGING SOUND AS TROWEL S a SEE DWG.cs-t CONT.BOND BEAM•/ MOVED OVER SURFACE. CONSOLIDATE CONCRETE SURFACE 2-/6'.OD NT. BY FRAM H A O-iROWELHG OPERATION.FREE OF TROWEL. Br*CMU WALL SURFACES 70 TOLRM NERANCES F(F)35(TEXTURE AND APPEARA►IOE.AND FLATNESS) Flte AND F(L)25(FLOOR LEVEJESS)MEASURED ACCORDING TO O ASTM E1155(ASIM E1135M STAID SMI)dIN ANY SURFACE O w O DEFECTS THAT WOULD THROUGH APPI.ED FLOOR r� SEC11ON 3 OOVERING SYSTEM. V V k S-2 NONSLP BROOM FINISH: APPLY A NONSLP BROOM FINISH w ja W EXTERIOR CONCRETE PLATFORMS,STEPS,AND RAMPS. TOP CORD DEAD LOAD-10 PSIF AND ESE HERE AS INDICATED. i DOT CHORD DEAD LOAD-10 PSF CUE CONCRETE IN ACCORDANCE WITH ACI 301 AND AS NA M-THE TRUSS MANUFACTURER SHALL BE RESPONSIBLE OTHERWISE SPECIFIED. FOR TIE DESIGN OF THE TRUSS AND SHALL SUPPLY A STAMPED DRAWINGS FOR RECORD. "PATCHING DEFECTIVE AREAS`. REPAIR AND PATCH DEFECTIVE AREAS WITH(EVENT MORTAR MMEMI&Y AFT R REMOVING FORMS WHEN ACCEPTABLE W ARCIIECT. MIX DRY-PACK MORgR,CONSISTING OF ONE PART PORTLAD CEMENT TO i� TRUSS LOAD DIAGRAM 2 1 PARTS FINE AGGREGATE PASSING A ED.16 MESH USING ONLY BMW WATER AS REQUIRED FOR WWOLINO AND PLACID. CUT OUr HONEYCOMBS,POCKETS. VOIDS OVER la NCH N ANY DIMENSION,AND HOLES LENT BY TIE RODS BOLTS DOWN W SOLID CONCRETE,BUT'IN • ND CASE W A DEPTH LESS THAN 1 INCH. MINE EDGES OF CUTS PERPENDICULAR W THE SURFACE TORD GHLY • CLEAN,DAMPEN WITH WATER AND BRUSH-COAT THE AREA W BE PATCHED WITH BONDING AGENT. PLACE PATCHING 4 MORTAR BEFORE BONDING AGENT ORES. FOR SURFACES • EXPOSED W VIEW,BLED WHITE PORTLAD CEMENT AND STANDARD PORMND CEMENT SO THAT.WHEN DRY,PATCINC • MORTAR WILL MAiM SURROUNDING COLOR. PROVIDE TEST AREAS AT INCONSPICUOUS LOCATIONS W VERIFY MIXTURE AD COLOR MATCH BEFORE PROCEEDING WITH PATCHING. COMPACT MORTAR N PLACE AND STRIKE-OFF SLOMY Pam•• — NIGHER THAN SURROUNDING SURFACE �•� .. - .'.: •MGM &Iwo ', ..I� .MBA• IAIA�A4m OF A44 9 � 1�.�NN�ETH v �NO 27761 E F G.S-2. I LEGEND PLUMBING. NOTES I� OESCRIPTIAN 1. THE WOW COVmED BY C9NTRApT 91MYL RMMFSS 42 FTwNG e@@BEY. svECIRED oTERwIBE THE Hwo of AL u' DEeoR war S/W sWARY SOT.ANb�OR WASTE PIPE FIXTURE SC H E D LE Po '�^�°0 AM A►�THE w m ,�,P�9�Dw THE�SHAU SE�D. �.6.;, g/vJ sANIMRY SOI iNb/oR w�srE PIPE BURIED _ NEcessAltY PDR PRDPoe AND : wElan;cA9T IRS PN�E No JONrs wallo m ' AND�'TFMS OF SEW RUBEl9, CASK us' PIING 9RotRID SHALL VE VENT PIPE OFMOVE MCABr IIION PIPE FIRNREI+. v aw. Hlw. 2. ALL WDRK STAB BEA PMi�-CIAfB WYMER C016161ENf INCISES AND SMALLER.NAY BEWIT. yNAA�gMpE1W0 VENT PIPE(BURIED) : "d" WIN THE BEST culm Nr NOR sriDWN ON THIS WITH THAIFADED JOINS.ion OR�HEORRE aALWIM sTrwL PIPE D UNND.BUT WHICH ARE NARY m IWQ A COMPLETE PLUMBING V. - SYSTEM wSTNLM SHALL BE FURNISIO AND NSWIED AS PART (B) ALL OONE811C YNOER PPN6 ABDVE�BLM SHALL TYPE 9 IMDER 1."IIFM DRAM COPPi7t TWkq. AND FIRNDB SHALL S ---�... C.W. COLD WATER PIPE E1 4� p 1/3' •-• VIIRE�OID CHINA Wh�WITH KO D BOWL ND ACID ARMNDDAINT�SOLID PLASTIC SEAT FE D CONDITIONS.Nd10119 WAIF PPwO BEI THIF AB SIMIL BEAflPEI�IEII'�'FE�'R ` ----.-+..� H.W. NOT WATER PIPE E:Z 2+ 2' 1/2' 1//2' OMItlFR l-" "/AM10Rt KMq'�VWF C CHIN 3' ALL RBD N 00THESE IIII)QUIRIMIENTS ARE EANDAROB FOR ON (C'..COPPER TIIBBq WITH CiJA1P�810N FII1BJ03. •�G-y. 0 PIPE ooMOM"CRITM AN PIPING SHALL BE SCHEDULE Olt 6lACK SRG PPE OOHFOIIMINO O---i UP PIPING RISE OR llb FNICLT WITH CHIgME- ANGLE AND l oRjNCM REOIMRD BY GOVlItlJBO AND NSTAN ALL WORK N 13. WV. WNTM AM STAIDMD A.63-F PIPING DROP OR bOWN NBAAE iNPFUF.3 k WAE W/IMNDI-LMI-OUNID NODFL 109. PAY.FOR ALL j;;I;MW WILLPEItlAIISALLDWEDMPRO ND 0�.. DP/DN ES fl1101111 Y MILK-"m MODEL O1D3040E W COMPLIANCE THEREOF. . PIPING TEE LAOXMIO COCAIN • J - 3/4' 3)/4' WiMcloS3A SHFADLE KR LAWLER MOOLL 911E/F-B/YOB-PRWEE CHECK W BE PR6VO®ON COIMECIgNS m OROIA OF FIXTURES AID flR w SHUT 1t�LVES N NRfODN N11TEt SYSTEMS SHALL -- V11LVE3!SHUT OFF V1A. N HOT!COLD WA BWPUFB. 4. ALL%ARR#W AGAINST AND 9HMW1 CALM THE ST LESS �,b FC.o. FLUSH FLOOR CLFJINOUr(J.R. SMITH FKi.4p23) - ' YEAtFPOM 1�ME MTNE OFffi�'�P TAME w�01BL��FAULT DUE 1.THE obw of AL-mmmm a 10 BE METE. m R FF0M T OR WORKMANSHIP gINP WHICH MAY FDRTRIRPS FED SEPARATELY FROM MANS. VALVES SHALL �y G.I:.O. GROUND CLEANOUt L J�R%REK 10 HAS SYMkMONS ft 4-10 MOM W&C ON NOT wA1MR wONY(>1E't AT 119) ADD EFWK MOP lFwE IE OF LADE n, BE OF TE MIl Tt'PE WIRI DERa THE F AIY EA(,�00 GAS �APPI E SHALL ND OAS AT �.C71Kd�OM D.C.O. DANDY CLEW" OAMAOE DONEm AREAS, HIy m RESLILTNO SHUT-CFF VALVE CAPOLLO SERIES 70-Z00) FROM TH6 FNLUIE. .bRA43 BODY TEE-INNDLE TYPE WITH KEY. 14, HIWICFRRt --,■ SAW. STOP AND WASTE VALVE(APOLLO 95-204-01) E CENT A.70 TIE A p 1 OF �"wiOwALL BEGINNING THE NSTALL "OF THE PL,mw n HE SHALL NSTALL ALL w CIA HANG RB OI BE ll MZW �SI'Ej-y,L BE THE TRAM As9 NIEIPERENCE WIM NL OltiOt PPORTED�� GAS COCK woTw W BUTAi A MANNER m AVOID 11EVT3 711%HNVWAO THE FOLLOWRIO (�y HUSS FOR"A FOOT P.T. P—TrsAP DRAIN SCHEDULE "' A ilaNn�TO (') %((% AT MIS AND ONE( AY H.B. HOSE BBB(CHICAgO MODEL' SIRUORNW.SAND ALL RJTN.NIY AB WELL AS T POINT FOR TEN NNCIT LEHGIHS. --7� ) 1YPf LocAInN IMMNPACIINRERFtl.Na DMBaRPIaN SUBIIITID HIS BE FIIICL flE BEDElS EIIALL AL9D FIKLY RIFORM (2) COPPER TUBNO PMHE-d'.O+O.C.FOR 1-1/4" ' W.N. MULL HYDRANT ICAG.SMITH FKi.bB09-G'T) THOMYES OF ALL LOCAL AHD STATE 000E REGUIREAEAB. AND S waft 1C-0'OR.FWt,t-1/Y AND LArAm W' ALL MR.MN IBSo I w tBOM1ENr MRKIRT-DlwaNt m 7. TLOCam HE PIUABMMi OpNk NTI q�VBR THE SITE AND SHALL VEWY IL DONEBTC WATER PIPING ABOVE THE WRH (] F.D. FLOOR DRAIN(M SCHEDULE-THIS DWG) TtW PRIAEt SOMrBCll011 THE DRAWIgSMR FKLD m 8lRV CONFLICTS NLOI mB�EIYYM AW- Wd A NpI 1 T� P} :_ TRAP PRBIER(PREC191oN PI.B'G-OREGON NO. 1) ATM FOR OF TE BEFGRE HISS CONIR`TRAOroR 8lBM0s HIS PRICE FDR THE WORK. �NEOP�IIEIIE�NlR�M7KlIn1 NIE COVERED wRN 1 T9CK,pLA9F0 ^TPW.-1-- T.P.W. TRAP PRBIER WATER PIPE S. SUBMIT SHOP ORNE906__.0 AI1 EGUIp4WI►D MITERNLS m BE j llp W NIIT. WASTE TRAMP NCORPW=N THE WORK THIS CON R IBT SHALL ASSUME ALL 16 ALL FDOURES NID EDIMPIENi IE FUA MS ED AND C0318 FOR ANY IIECDONgg,,BU+PgTTB OR CONSIIW1CTgN ANY NCI DIrA�IB REOIM'SED�MN{E A COMP V.T.R. VENT THRU ROOF ATYI ARE S'UBSNMm FOR THOSE SPECIFIED. REDIIEED PoR MATlRNLB INV. AVERT 9. ALL WTD.WS PPNG.Fi1&14 FDTRIREB.Em BE 17. ALL'kLANNNO SYSTETA WORK SHALL BE TE9TED AS 0100. BY NNE FROPE`Y PROIECtm m OUCIpIMt MD OAItAOL LML-PLUMBING BMMPF1Cf01t AND ALL DEOIS$WW.BE REPAIRED y��pp �1 m Ms SAT19F EN AT NO OOST m THE OYMER �r^� P.C. PLUMBING CgTIRACIOR REUff NIIMPL � SHUT-OFF VALVE(1YPICaU 10 BE PG!1)FORI�b BY�OON1 R V G.C. GENERAL CONTRACTOR FULiDISOHIROE PIPE p' U95 VACUUM REIEF II. AIGCl38 PANELS SHALL BE FJ'V THIS COMACTOR MID E.C. ELECTRICA,CONTRACTOR 3/4'C.W.SUPPLY NSTAIID dY THE OEERAI 3/4r H.W.SUPPLY TO FIXTURES H.VAC. HEATING,VENTILATING AND WALLL 4 O AR CONDITIONING CONTRACTOR AIR GAP FITTING TO WE A.F.F. ABOVE FINISHED FLOOR ei g J.R.SMITH UNION(T'P U T.W. TEMPERED WATER CMM*HOT WA M A;�,Epp DRAIN VALVE L A.F.O. ABOVE FINISHED GRADE R. V., i PI lE 4r HIGH GRAN PAN 4.5 4B0 p(� i C.R.H. CUBIC FEET PER HOUR OGERh 'TOBET ROOM 7�g PIPE LINE U MTMMO : 1-1/2'A My0'NIEO�IMGS AT �T IAPIPFE DWWN Fl W H wtoom or MA LRMr BY Hlry CONM R AIR 2'V-ON OONNECT ELEC. ;HO'IT WATER HEATER DETAIL 41r-nH70 ' ; ,/2ycw-pppp DROP 4'fA9 N UNIT OBOE BUI,DNG AD'. 4'VLILVED G4 m NOT m SCME .ROOM(123 CFH t OP 4"B-DN RUNOUT AT B' . 4'TANK Von = OTO E 10' \. 4' FJbA I H.W.W ON 4' TMEAOFD ROD 1 ismDY ICI " 6A5 PIPE WbODSTPoP BETWEEN PIPE PRESSURE TRE1YLT N e 3/4' T 2 STRAP- GALVANIZED STEEL tc BLOCK ADAWABLd CLEFS TO VXA o W 4460" .T.HANGER N b y y BLW/GALVMIIZED BLOWER ROOM ILAV FPE� t. T 1[1r`Cw-OP W 2'V DN 10rx PROTCxT1p-Nt/2r BVYb Dx6BLax RE TREATED 3/ t0 ^ 4. ` .L r+ i PO DISTRIBUTION PRIMER WITH� BOARD GRADE (TS CF �> 1/'!IB A.F.F. I oolM TO FOURFLOOR DRAINS ALL IN it AND AVLL SHIELDS m <�� PROCESS ROOM d BE 16 OA G&W�"=STEEL R�BEROL�ASY�N�TKN FLOOR 2 &PORTS SHALL BE PROVIDED ON EXTERIOR'GENERATOR GAS PIPING a" FDA At F'-Or INTERVALS ek AT EACH TAKE-OFF as CHANGE IN DIRECTION. ELEVATbN SLOW 1-1/4• 2'V-DN �B'BiTB,y" tl200' Y *w--OFR P GAS SHUT-OFF VPLK GAS METER.GAS � IPIE HANGER ETA I 4 DIL ' F S�=BYPL GAS PILING SUPPORT DETAIL , - NOT m SCALE 4 4� ' • OG-OIOBNIE(COST NOT TO SCALE ♦r 3/+'0°N"` G.CA. Tm0 OKMIER IOMD 2400 C.F.H.) 4' MEM ANE DIP NON-FREEZE CH BER TANK iD WALL HFDMNr MOUNT 24'A.FA j BY G.C. BY P.C. 4• 3/4"-DIgP rewsm SEE MAL rr"S ON Jt 1-1/4".WATER I m S'AF.F. GA. (BY 4 w w.NN 110 NYL A� aNw y FrldIKO GRADE J.R. L� ME NUMLO iR m of NOR1H "'BI'L"N19`o'olwl'�B1 TOAB_Yi_F'R" - �: WAM an .AA. -4AVDAL (41FIDN.) RTC Pyr10 9O , sf w a pH�pi N OOVR 1 FLOOR PLAN 1/t iflT VALVE 24'xE4'B011ARE OOIICIEIE I IY ) /.{�1-1/C srA Ile-1•-0• p,� -J 1 _ Ott IRON RISE t e'WY 0.d ' --� ° Aw�a WL �tlxttoer. e1TPrORf-(iNAlm CAULK �y -tf4' MOM� � (yLR�IRON LONG SLEEP - dSEND r OF Mgss9c 1rAl wr m BOA, WATER METER DETAIL. � wAYNL A. �m GROUND CLEANOUT, DETAIL NOT m SCALE GRIFFITHCD — No. 35519 G . P-1 I DIFFUSER, GRILLE & LOUVER SCHEDULE cTum MOM No. MouNINo , I M�FaIF MAKE—UP AIR & UNIT HEATER SCHEDULE rmE MMR*o Bxlr F1giC11011 R ,,, ITEM AREA ADJURER MODEL NO. MR BN ON HP VOLTS PH HZ RELi1Wai TU!U S.WAY A84 TLiTTLE!flAB.E1' CRE-600 SbEWALL 2p'x1p• 20'k!0 2260 x& 1000 SUPPLY Mt1A-1 SERVED oU1Pur R RETURN/ TRWREZ NOR SCE-125 125,000 07500 1000 .76 Opp 3 60 . I TIfiIE&SAll" CRE-pw CEILING 12•02' 14'x14 025 a UH-1 TMTRFA ENT REZNOR SFT-76 76,000 60.000 0B0 .33 120 1 p0 F1i FlELD MEASURE a R TIITTE dt L1Ap,EY CRE-600 CEILING IrAl 10-x10 100 � CR CELNti NEOISIER RUSWN > ELF53M MWI 11ED >r4•x24` ;- 1000 NUKE WITH MSECI'SCRffJ! 1• C UNDERCUT DOOR (BY OEN'L CONTR.) B RU91tlN ELFT1376% MO TED S6'x30- - 2380 MAKE WITH WSW SCREEN SUPPLY DUCT UP `r REIINiN DUCT UP 16xB DUCTWORK ("m NO. DENOTES WIDTH) j FAN SCHEDULE VC' vaLIIFLE DAMPER ITEM y TEM VNO. SERVED MANWiXn)RER MODEL ND. am N�Cdi RPM w VDUs PH HzREMARKS. TEMPERATURE ADJUSTMENT coNTRaBASEBOARD HEATER SCHEDULE ORWMECK CUBE-200-a 2256 0,375 OW 1/3 120 1 0o SEE NOTE/1TREATMENT SOLID sTArE ooNntoL swRUN TOR ITEM S EA MANUFACTURER MODEL No. LENGTH mm� Kw ya'ISPHNZR OkICkNNtl01f cuK-120-4 9" 0,375 1040 1/4 120 1 60 SEE NOTE/1 A- ABOGENE F CCNTRACnC-MARK CBD-2574 4'-0' 341s t.o 2n 1 : p0 ROOM N CUE-Bs-O Tod o.t`!p pp0 1/8 120 1 00 s 1 de#2 AKf. ABOVE FINISHED FLooR Ow 'OPPOSED BLADE DAMPER I.FWONDE 011106NNIM AND GLq/RY BAOKORAFT DMJIPERS WFIH ALL FSOiMI$T FANS. I 2.FRONDS SOLID STATE CONTROLLM j I �,,�,�R LOUVER AT 2'OU'd AFF R e O CC-A%IAL WALL. FLbTIBLE CONNECTOR ((TYPICAL) 0+q 36"x Ir DUCT CFM CPERATE0'MOOR FLUE i81x18" H�VAC SPECIFICATIONS DROP TO 1r A.F.F. le x 241'NGroR OPERATED)DAMPER ,. fit iiLL uBOR,BOIJIFMENTSTAONO AND MATDIML.W A!IDICE OFOP�RATIONBN Y FORPROP'TROIRION OF THE WORK N 1111-_iFAMANDTO 7IIE 7FJOAs AND1000 THIS COAIIRAOT. �, \ p DLrL FLUES CFEY i . 2• WOM SHALL BE NBTAI M N A FIRST-C1A80 MN NIR 1A1131NIEHT LAM. �1 r 7H[BEST CURREM PILACIICES IfpA3 NOT OOMl ON THIS y BUT WHICH ARE NpCESBARY iv A COMP O THIS REVERSE ACTING y B` {WATgpN1L,91LNL BE AND NSGUED AS FART THERMOSTAT O0 7 Mu IRIOER 11YS CONiRhCT. uralrs ME DYORIMMATIC 1 AND AI MMIWNIQR SNNL 1p400NDr110NS. e 1 w 1 3. ALL WORK SMALL K PWALLm N 00VVEa0MN0 100 AND• WMI NM CRf AM NO RIMI IN srAHMM 0411D FOR ON ORAWN0.PEIIMITIED BY OOpE wel eE AILawFD." OEM Ma ° ° �ARIE � � PAY FOR ALLMIPEOIbNS,_LwCDRIRB FNMIS NID AFIRDVN! OOLiPtiWbE nGOVEININGIO �unf Ma NSTMI ALL WORK N IC` S T !M E r. 4. J'FA. AND WORIo14AFYP>FwI: m TNT:STAtINRD L. T .� MMMM �r, MIST ALL oEFEcrs FOR aF NOT LLAB TIYW aNE B L 0 WE R R 0 0 M DUCT TO RUN R p 0p11pETHRU TRUSSESN71YJxx ARiOFS1 'Tj hµ ARFA&ANTDIM►!,AND RmUNINO $ 1B•1t1 a lnvc ooNlRAcrole E1W1 ooMFvi `� _....+ T • H — As m THE LOCATION OF woRK EEUORE IIEaYOYNo10 3 k��wwER Aa ro 91iY1 WiN ALL On*R11` / 1 1 10"%4• `r CONWLACIOR SHALL STUDY ALL REULTED ® / n WALL.AND PLLUM11 D�AW r y. _ to iclo•E%NAusr ouDT RISE AND ALL GIIITH AODDE? MODE 1 / MODE 2 H ALL WELDED JOINTS HIS BID PRKX. THE p111 ALSO FULLY NPoRIA HAVING A 4•DEEP SUMF4 vFs OF ALL LOCAL AND aTA7E 000ES RFAINRDAB/1S �� 7. T�IWiiC CONrRACR1R aFYWI VMff Tlf S�ff ANDS PENETT JiR/dplWl k E EF NID Ui'EW IDISTAr �\ elo�Tnra oDFIDTIDNs ANr cONFLIC1s BE7Wmi — TIEM OF 10'-o AFF THE THE wECT aQanE TNIs gIIeMTtW HIS PRCE DUCT To RUN 2Q x20•EX�AUSf DUCT RISE FOR THE WORK 14 x14'bMUST DUCT THRU TRUSSES HAVING A 4 DEEP SUMP AND FIELD CONDRIONS 81LALL BE 1O THE A d SHOP DTAVANOS OF ALL[OIAPE�JR AND WTL NN ME BE HAVING A 4"DEEP SUMP 6:ALL WEUJ�D JOINTS 7ED N THE WORK.7FBS CONTRNCIOR SIMLL�AS9IBE ALL i FOR ANY ADDIIIONAI.OaRRDCTgNBmN®lWUPPORIB OII ODN6TM1C7IDN - ds ALL WELDED JONTS FOR MATERMLS wHY2i ARE FOR T1WSf. \ PROCESS ROOM 0. ALLOBsr UCf AND/OR01 WWLPROPERLY PROTECTED tO FREVENr 925 I��7I ON V. -1 10. AND FNTCIYNG OF MMIONR'Y ORoT11[R FNRTB of �. 'THE snIUCNRE awt BE PFJtl�ORM�D Br THE ( IF�1.00NIItlIC10R ,,. SF�ETEETALt A. ALL SFEEMETAL woRK SHALL BE AND - n RL1TlIpRi FOR v�ENRATINo An SYSY31EMS•AS KN UNIE�BY E'YYIWI® a/uAre AL AND AR CONRMOfORS INtID11AL 300 GA L, TIRE BIEEIAET P�. NC. A3SOGITKML N K (SMM3iIONpRkM� Y IL ALL OUC'IWORI(SHALL BE BEST SLOW OALMWIM SE1L OF 000 AS MMOMMDOW BY SMACNA. '' IL PROVIDE A OOMFUiTE OEC1M0 CONTROL SYBRLI TO OPLWE ALL py , FWIS.IRBT,AND MAKE-UF AR UNR a x S�NW 54NLL OPEI%AS FOLLARes .:- a q OPERATED DAMPER MOTOR A TWATIIENI'ROOM-N MODE_f1__THE SUP AR LNT SIWl BE d4 p�N MDOE S490 r+r A01311 O�WVE EMli IN waw M a" //�, -2 SHALL BE Rama ! niE o.A�M►IFJt. M E M R A N E allq®.Yf .cL 7HE WALL LOLIN'.1t.SHALL BE�MNMDTSdT SIWL AVMMATMALLY D I P wwiML caiiROL FOR MOW avBOATRN . CHAMBER L wtie IrIAw mnIAW TANK EY11Y YxitA a MODE 1 S 7HE WNIFR MODE.MODE/2 b TiIE 91AMR51 MODE />tp r �1000 B.THE lMf SFIALL OPERAtE WRN ITS RESPL;CINE Ni a, CF'M t/O M1O` r TOY MYIIR QIIY C.VRA M FAN LF-3 901 BE ITEROI>;ED WrrH THE Upff SiWICH OF THE TOI LT ROOM. nioxu¢R YrM. ZC x 24'OUTDOOR MR j D.E1oiAUBT FWN IliWITHR'8 CA D1;Bt.SII�LI�_OFLTOITE ON A ��-AOTNO 1FERMOSOG TO BE Wrl[N THE SPACE LOUVER AT S'-0"AFF OF Mgs9 O�� Cy L Yd WAYNE A. 1 FLOOR PLAN � GRIFFITH CD A- scALE t/2' - 1'-0• No. 35519 ✓. G . M_1 v r' r T 4/ F i �•,. r;•t...p ,..1 �_ `COW VALVES TYPICAL �. `�� "'`•., �. 2' WC SLEEVES N FOR l ^_� -,`. •.-- ., '. ..: •,�, '''•.„ ..,'^�:: �`.. M11P CANES B FLOAT �I i �� t CAES SUPPLIED WITH �. PUMPSrp :� �✓ ).. _ . r"`.v 4 �•• jj p w, ► 1 To ZCP p•., .. .�. •^-..,.. yam(() YP .� ,,' ,r. ., ... .:. , ..., ^. ,..•• �� (7 PVC•:`+! l ♦ >l > 41 �.� �. �.. 'Iti.,,... ., W12`i-I S L ---•-i r ♦ `.••e`wv r• 7 SEE RISER �.., 1. (S I„ ♦�: .. �, ZCP '-,,.,� �.. DIAGa .'.,:.• .,,. •, "\ .rq 1,r 1, D, - -,^-...' .;.:� SEE RISER .. FLOATS ;' 4 :y, ( / ZEIQ1 CONTROL �.,..,.` ::.� '+•. ` �, - t � �. l „' DIAGRAM tI 4 r, :;•+.' rlr.,� _Ls-N,a rELE (. "to III TO zCP It /f •. ,fC, .,. ../ � -.2110 LS ,. ,-,.. u. /-_. .-. ._ LS 11 , ♦t SEE SITE ELEC. . •... i . ,. / , !,. /, ,:. �.. PAD WITH mcItATOt ....... ., s d.,,. V PLAN iQt SIZES •. ✓ w - • �.•„ � .,, .. J!l � +•.. I -. • .- SEfi E BUILDING PLANS ••. .,. [,. l • . ter'•,. � ...: t. ....... ,-. ,......1; '. ,r .. :. ('�y'. .. f .. • .. � ram. .,. n. } .... _.. _ ;. � _• , • • '.. r ) -.... . -�„ ..,r ,/ _ :..._-.. .. e t 1 PVC V/N14 TO.ATS , 1 _ 1�1 ,PROVIDE 3 POLE DISC. , - ..^ _ �., I 1 1 PVC TO ATS FOR Fdt EACH PUMP AND TERMINAL - w, - •�• ::`-� 1 I/2•C - .._�.. . BATTERY COG LSR WIRINGuxm �1 STRIP FOR FLOAT CONTROLS. O, •• r'r TOO ZCP I •: 4N10 L IBIOG LS-10.12,t4 f PROVIDE YP DUPLEX GFI O • �� .rr ;. FOR PUP.G,DIES a j 1 .. • • 2N 10•IgOG a-7 ' RECEPTACLE IN CABINET A O w 8/14 •1B12G �. J J /.. _ FOR BLOCK WATER •, w NIO f.I1B10G i PVC SLEEYE 'd' PVC •..`^ ' riliCH FOR LIGHTS. ,, . _..:�. , 1 C TO ZCP '... y • 1 1/2'�PVC I 'r. FOR FLOATS J FOR w'l.OAT CABLE •�. y • W I FURNISH AND INSTALL PRECAST kr: •. • i 1/2 PVC • -. .,. /. •,J i0R FLOATS ,f I.• VAULT PER COW ELECTRIC COVERS. STANDARD �..I NE-ISB L NE-lo FOR cwERs •.. !. lam•., r r '1��..TO Z. ...�' ....................... ............ VP JB F6t SPLICES PROVIDE TERMINAL BLOCKS •- ..� O -- r �C t i• rr�-y • ✓ .. NO SPLICES{ PVC SLEEVES FIIt I PROVIDE 3 PRE DISC: Si_ r 'I FOR EACH PUP AND TERMINAL PUMP CANES f.FLOAT STRIP FOR FLOAT CONTROLS. LADLES$U7PLIED WITH '.� PROVIDE VP DUPLEX Gf 1 RECEPTACLE IN CABINET L ' SWITCH FOR LIGHTS. SEPTIC SYSTEM SITE PLAN ►-I-+ w i O rA HANG ON B IN8 WALL#BY. Q PANELS N Q 3B6-t• 30TKVA 19I-1 1/r f f /BOV 3•TO I _ 120/208V fl � : p■ M OUTSIDE ON PAD LOCATE IN i IN VP ENCLOSUIE - :' NIIG ENCLOSURE TO a TYPE G t KCEPTACLE 3N1 4 IB6 GN0. 1 Plessum '� BY UNIT IWIIFACTtMKR C. 223A 3p HS Ls 2810 • it 3010 30A IP LS-10.12 J ATS t-20A 2P I UA 3we PANEL PROVIDE FEED TO V' 2-20A 3P EF-3 23-20A tP BY ZENON VALVES&CONTROLS. S. • 1-50t 3P 1 30A iP SEE ZENON DVG . p JJJ 12-IPA 3P LS-13 6 SPACES . • CUE TAC t 12-IP S.6 670007- LJ RECEPTACLE - EF-2 E-001. 002 t D03 T T LDG STEEEEL� VATEtt UTILITY T 2010 LS-IL��((( 277/48OV LS-13 q�paP NYI yP .I GROIMD ROD pp g� 11,, BLOCK NEATER SERV.I.4-3„• 3.4V 2oa 11CB -. aNR•R••t- ,.. •. 7.Bw PR OVIDE :. 277/480V Izo/2oev V 200A FUSES M 200A 3P v/WH L LlNt'CONTR L 3N 4Y 3.4V N:W N111Np /MMI /eA1a P.rP xRwuw trr 600V RTPVC PPROYIDE S REQ.FORS A•AmamNI 4" PVC i(, U BATTERY CHARGER TO UTIL I'PVC TRANSFORMER 27 J - - ¢ H 4N3/0 B 4/3/0 `. a INBG-2 I/r W Of 414S �• I 23!/02Y P� _ Oi• w � W ar 'OUR �" I F--1 RISER DIAGRAM I NOT TO SCALE: r {. � F —- BLOWER ROOM � , �_C V I D i,-�� J, • +�� =1,_;� D 'r � LIGHTING FIXTURE SCHEDULE _ ELECTRICAL SYMBOLS o LAVATORY I{ r MANUF. CATALOG N NO. RAMPS VOLTS MOUNT DESCRIPTION (5 LS•1 SIWAR OVI�0-II2-3l-�tiM-m / r3 evo m SURFACE ' A a CEILING FlxruE OUTLET(LETTER DESIGNATES IATIRK Trio VALL!rIxnw OUTLET(LETTER IESIown►in=TYPE) Mgt _ ;. D :SIWAR OVI5D-09-111N-II77:. Y r3DTKr41 E77 SURFACE " ,..ri.uoRtfaNT FIxTRRE(LETTER D[stOATu/IXIIDI[Two �arrw Luc ct•t rxl C SIWAR SY970-232-2II-120 2 r32TOV41 IIIO SURFACE ® EMIT LIGHT , " -2 © CILOCK OJfL[T IRODLLL D5453 A - _ - D STOHCO VSCOOIML/►ISON 1 70 NWED17 m IC-0' A F.F. V/PHOTO CpL ,. O Val AL OUTLET AS NOTED . e IRNIM UMMIENCE CUTLET MUNDELL SWU OR AS NOTED -•--._ E CILOtIK ♦%iLII3 V/WIT 1 / PROCESS ROOM m WALL WT. r-o• A P.F. ISOLATED GROLND OUTLET HIADELL.•IG 53U j •r r CHLIDtTK GMI W/UNIT :�. SIf w CIiryE ip"Q111L.ET< s RO � 11.INDICATES TWIST I,QCO4> IRIDIQ.L�,t ' r IWIN0.k NMILIOIOM IMLiY A[p�Ni .,rn.�.,�,��A�•.�„•ram,�, «,� ", � � H101L L, - - IELL NLE�-f'-DL i %y-tl 2 i3Y►L I, 6 IAJD IRO MG E7N r1101f JUNCTION DOK LINE 0. i HOIST LEAN i __ y___ K CHLORIDE NOL1R-V V/WIT L77 OVER DOOR 8 FLOOR WTLET NIIDKLL#wjt7 V/COvER DS m M As NOTD I. 1 A .AIDICTtd(IONAIm 3/1•C WITH PILL STRING '© IWG m ADOY[antes , >„ TEtLEPHOE OUTLET � I t S11NGI,I PD.E SWITCH NIADELL NIgLIRRI :I 22 DOIUNU POLE SWITCH HUBBELL DNDLIM :II TIMEE WAY SWITCH HUDDEL.L OOLIDD3 tp iORDt WAY SWITCH HUDKLL DHOLI221 LIGHTING PLAN s SWITCH L PILOT LIGHT jl 1S0) OOXU►ANCY SENSOR(SENSCRIVITCH CATWSD-rDT-W) ® IICOCNANCY SENSOR(SENSORSVITCH CATKIR-9) FFF"'�� I� ® LtIGHTIIING OR FOYER PAWL HO m OUTLET(NUMBER INDICATES HORSEPOWER) 1: TO UTILITY I!. ". TRANSFORMER ------.'- r O ELUxTIRiC DASEDOARD WATER �H SEE RISER DIAGRAM '• r..,:_.____..— _.L___i __^_._..,..�_ _..�.;: ..-_..._--.-,_-...-.- I!. I O -'�I".-.._.._I. I �...,.. DAYMER NOTQ 1 I y � � ;.: -. Imta STARTER I r-t LAVATORY FIRE i!OOA sDIISCOHIECT_ ., ,. _ nn.. SWITCH<IR' INDICATES UNESCO, RTINDICATES RAIMTIO/D ROAN-.- HS3 .E - {.J'. . RT600V I -.. .. { � ® �..,._. ® � 1,.. ..y.l._. _:.__.. NV .. ... (, � ARUOII i HwNr aRlo SERVICE riITp1 at AS NOTED NTR �,. 200R m/♦ODv � 'I. ,_ ? -.'� a:( ' 1 .I Yr PER LOCAL ® 30A 3r - ID' 3•♦V 7JAY I.;. ",..: ' I i I FIRE DEPARTMENT F i F s ....:t:- 4_.. _—.,. SPICED,CONTROL SWIM IY' IF _: _ W :.< NETEIT SOCKET : _:,,: I ® ' Lnw.7 R„oM *- .. : BLOWER ROAM �+R J'� I ! IDII TOILET ROOM O TNIFJVOSTAT ,. .v • MASH BUTTON&PILOT LIGHT 1II i Ul2G .,,/ 1 \ rRD511 DUTTON . 1 nxOx r.�tc4414 crxt.rxi.i T Ili NS-1!OA 2P _. -. � •; "- � I ,._....'!_,.L I 1 �.-. DIGITAL CDMMICATOR TRUYRiOMIER FIRE ALARM 6t F �Q II �PANEL T DIGITAL DIALER FDRHARDS CHIME DCIIIO 48' ♦D' ;Y-� {� PROCESS ROOM p I ': W `.PROCESS ROOM _.f:,_,. ,..1 F I�l Q :.. {.. f HIP �,y' Oi1., .i'- {:I DELL LS-14-/ NOON LS-i III OFIM TED EI[RG[NCY LOOMING 0 RI TOTE HMLRGENCritOHrt HEAD fIRE ALARM RISER 11tAGRAM - ' NT ME IGHHt .. f WERE IN 01 CEILING AND WALL 3fi!i i2G V Or CRANE RAIL 3/1•C -HIS { • , ..•• :.WERE IN OR BELOW sw 1 LC. OXMICAL CONIIACTO Im I - WP .-vr:ATHH1I+rRODr � { CONNECT HOIST LS-♦ ® PLUJfilOLO CAL 620G61II<VIREIOLp OR AS NOTED I 1 PROVIDE STRAIN -. w>-s r.�:k. I •r RELIEF w CORD , I. ♦.' ., ,....:: .. '^''.' . SSTT//�� ppNH�� .{��N�yy-SUIIrACE ' ,-4 ,y. , { . - I I <��MANUALATIRI SINLL DE IC'AFF> Ii -____—._- _ i M FIIIIE ALADI MASTER DOK SURFACE MOORED, LOCAL ORGY TYPE w - 04 W AFFU5VESS OTIERVISC 1OTEW STRwODE NOW i STOOK WIT FLUSH HOUNTED IN CEILING ep POWER PLAN FIRE ALARM PLAN sMo(EI,KTEcroR FIT=TEwatTWE NEAT DETECTOR•F INDICATES:TEM'ER m SETTING I "� ® SPM INIfLCR RISER WATER FLOW SWITCH •• ® w SPIRITKLER SNOT IFi VALVE TAMPER SWITCH Hi00V LON PRESSURE SWITCH 390 S. IRIOG 3N L I.1 OG - S� WATER PROOF STRODE LIGHT ' CV 3/♦ TD za 3/♦ ro zcP �.. —._ :... - _...._..._�..-'-.,..,.� RIIIOTE ANNUNCIATOR PANEL ntRE ALARM H�+TRa rANCL :..._ " - '�'�. , . .. .. .. ., ,_rt:!A,C:RI• • :. OUICT I�SIO(E DETECTOR RFJOTE RESETrtEST SWITCH E ' o I , DUICT'TYPE SNItt DETECTOR ,.._..,.i x.-_..,. . SG10RN0.KR LAVATORY 3► ANRUL SYSTEM I I ® ` H HeMD14D OT/JMM . ._...._..1 _.9 __�, :_.� IIEENDTE 4ER INDICATOR T • BLOWER"ROOM �—._._. �• � I !t `. ® IOIIIITOt NOBLE {'. T I ! - :hxTw ntc e,�fR>..! , • ,' TO HR&A 3P N . i V .cna+E. r cm.ra.I. -..,�..� .. ....- • ; • RQFRIGERATIO(PAN ❑ 3 // PROCESS ROOM ® HRISFRIGERATION DEFROST l I ARV PANEL LS-13 .. • NtII 4 I•fEG L Rf'SRIGERATION CASE LIGHTS CONN SODIW MDROX, PION I LS-15 maim or. As PERMEATE z ,,,.. ,,.., ,, a 116FRlGEMTt01 CASE ONI<rY LIGNTT N SOL CONN. IL VALVES Pk�eCaS Rc A I ❑ OIMaRO►. Lo iDIII i 11IDG-I• PVC a REEiRI1D]tAi IDR CASE ANTI-CO10 NCATERs wRRrM• MOVIK SERVICE SWil'CH r I ❑ W 3/11C 111 I SmLOO1D VALVE w000% MONO • I_._.__._....._ ,•� , _ +: .CON SUCROSE PUMP r .... : ;:.,. ,,. :_.. •RAIi •A•HOI� �. ....zcP__._:. � _ T•1/_ :._.__._...' .. - ._.:: .. .- LIIOUID L/IE S0.EHOD "= �,: �._. _ I 1 ® AIR HY)� . H••/ I SUICTIOH LINE SOLENDID ' 3M 3P lR°ItT .ty I •,. ..III i I4126-3/4•C i00V(U ,i ' � ,> ro UP '. I+ � .;. - -.DEoiROST TERMINATION THERMOSTAT _. t U ..... - « KEATERSAFETY THERMOSTAT I. H EI ;Ci CONK DAC%►ILSE �. IAIA. INDICATES REFRIGERATION SYSTEM DESIGNATION •.I ,; "S'�t.,.w:r✓a'• . S0.. VALVES 'I ' f I ' ,.. 'IA' INDICATES o1S CASE PR(1K LETTER w,R '.TO REFRIGERATION COMPRESSOR R00M C011l �� F. _ `L — �I;., .,.. I412 i 1072G 3N C ,.,::., �. �►EIR TO OERGr MANAGEMENT RDOH T/SI TN[UOSTAT V?BLOT aORATOR VALUE I RELAY AS t0lED HaC' r_ am PURECINCMPS WP SERVICE IDACI(PIXSE C3 . rU1PS - i H 03 En EQUIPMENT POWER PLAN HVAC PLAN R o .^! o� _OD z.. > v ELECTRICAL SYMBOLS 4 LIGHTING FIXTURE SCHEDULE TYR �rt MANUF. CATALOG # N0. LAMPS VOLTS1 MOUNT DESCRIPTION �Y '1ILiW FIXTURE OUTLET(LETTER DESIGNATES FIXTURE TYPE) �o A SINCAR OV{SO- N a 22-32-DtiM-277 1 F32TtISP41 -.� SURFACE � Ll.FIXTURE OUTLET(BETTER DESIGNATES FIXTURE TYM'E> r W U) UORESCFM FIXTURE(LETTER DESIGNATES FIXTURE TYPE) B SINKAR pY450-232-D1IM-2T/ 2 F32TBSP41 277 SWAMZ rn r uNDrt a0 C SINCAR SY960-232-BII-120 2 F32T8SPIf y20 SU FACE Q 0.0 NUTLET HUBBELL 05253 .OUTLET AS NOTED D STONCO LPSC50MAL/P15O1 1 50 MWED17 277 - 10'-0' AL F.F. V/PHOTO CELL nMENIE CE OUTLET IUBBELL 853a OR AS NOTED - iROU1D 0UTL.ET NEDBELL 016 5362 E CHLORIDE 4X6L25 V/WIT 277:... WALL Ni el-Cy A F.F. 'NtENCE OUTLET<TL INDICATES TWIST LOCK> NUDBELL 85351 X CKOgDE NZFI.IR-V V/WIT 277 OVER Dot G63H SAFETY RECEPTACLE i 81ELL 411 W/COVER 8 52725 OR AS NOTED /4•C WITH PILL STRING TO ABOVE CEILING 5: r UBBELL W111.1221 iUBBELL MOL1223. YUBBELL 8WL1224 LIGHT SENSOR(SEMSOLSYITCN CATBVSD-PDT-Y) u ..,:CUPANCY SENSOR(SENSlRSVITCH CATSCMR-9) LIGHTING OR POWER PANEL rw u IG NOIOt OUTLET(NUMBER INDICATES HORSEPOWER) ® ELECTRIC BASEBOARD HEATER DAMPER 1OTOt \ 9 -:� NOW STARTQ .01 DISCONNECT SWITCH(U'INDICATES UNFUSED, RT INDICATES RAINTIGHT) w.W -® ARROW t MART 07010 SERVICE SWITCH OR AS NOTED ® SPEED CONTROL SWITCH aPUSH BUTTON&PILOT LIGHT W z O .El PUSH DU1'TOI W m TRANSFORMER EDYARDS CHIME W210 " BELL NORM .BATTERY OPERATED DCW.DICY LIGHTING 0 REHM EMERGENCY LIGHT MEAD MIRE IN OR ON CEILING AND WALL O 1l.... WIRE IN OR BELOW$LAD L C. ELECTRICAL CONTPACTOR i - OUTSIDE 13H PAD LOCATE IN /S�� .. IN VP ENCLOSURE DiVP WEATHERPROOFDIC.OSYRE TO BE WALK-IN ® IN,JOCI-D CAT-OZOG612(VIRDOLD) ORRNA�SSNOTED TYACE PE WITTG L INNUi'ACTURERTLE 11L1/2•C 106�0. 1 FAj URF (TOP Oi'NIAMIAL STATIOIISRIALL� 48' AFi'> S M FIRE ALARN MASTER DOR SURFACE MOUNTED, LOCAL EMi TYPE 3610 SSA 3P HIS LS 2010 �h w /SIR LS-10,12 ATS 1 OA ,30A 1P CEINTRUL PROVIDE FEED TO V ��QQRRNN�{{,,y—IF {LMS� S Sy.F MC2 PANEL [--�a -EN (AGENT DO• Ai'FWIUNLESS OTHERYISE)NOTED 1-IOOA 3P EF-3 �30A 1P DY ZENON V�SO�IDDS• . Md MOM 6 STRODE WIT FLUSH MOORED IN CEILING CON L 4 i LS-13 6 SPACES C SMOKE DETECTOR RECEPTACLE 12-1P S.IL E-OOt�00Q7 t 003 6_2 fIXED TEIPERTRE TEAT DETECTOR•F INDICATES TElpERTURE SETTING METER SOCKET ® SPRINKLER RISER WATER FLOW SWITCH .. PER UTILITY O�i'� 2810 LS-I/ :2 /180V LS-13 V iN-3/4' v/ ® SPRINKLER SHUTOFF VALVE TAMER SWITCH PROVIDE BLOCC(EATER ,. / 120/208V W ® t.011 SWITCH ;443/0 OA FUSP SIP SES H ` LINE C. Ml1 COrtROL 30 N 30{V S TER PROOF i .. 600V RT `® .STROBE LIGHT i PROVIDE WIRING REMOTE ANNUNCIATOR PANEL IL. { BATTERY CHARGER AS REG.FOR 18I-1 1/2• ® FIRE ALARM CONTROL PANEL TO N 30G V. , DUCT..SMOKE DETECTOR REMOTE RESET/TEST SWITCH Q DUCT TYPE SNOCE DETECTOR 2 1/2' MAT. .GAS 30KYA DOW HOLDER , ..LED ANSU.SYSTEM 108-3/4• rr ® REMOTE L.E.A INDICATOR 4B3/0 t 1.6G e 'IMITCO NODULE e 2 1/Y IVC ISVNIONM CONTROL MALE f s Q REFRIGERRATION FAN '. ® REFRIGERATION KTROS7 RISER DIAGRAM NOT TO SCALE • El REFRIGERATION CASE LIGHTS C . r ^,El REFRIGERATION CASE CANOPY LIGHTS �C? 0 :D REFRIGERATION CASE ANTI-GOAD. BEATERS DRAIINK ® SOLENOID VALVE-: 4 0114131/R LA+ LIQUID LINE SOLENOID C7 DATE C i di SUCTION LINE SOLENOID �... DATE MVAD �•.4M DEFROST TERNINATIIH THERMOSTAT "j •era. - Norm•era r1'� ��V�,` a•m (EATER SAFETY THERMOSTAT W pLr O� •AlA' INDICATES REFRIMATI SYSTEM DES16MIATIOI Aar. •A'..INDICATES ENS CASE PROBE LETTER —0-R TO REFRIGERATION COMRESSOR RON EQUIPMENT ,—ENNt TO ENERGY.MANAGEMENT RdDI , T/SI THERMOSTAT V/PILOT OPERATOR YALIIE �A 0{� p� OR .RELAY AS NOTED V^FvnF c1 R 1 t i.E-3 . — Z^ ,o 1MP PER LOCAL 4M16 N. FIRE DEPARTMENT P P F tl S I: DLOM ROW O 4#14 D TOILET ROW1- va 4#14 N I I. O r.0 FIRE ALARM DIGITAL COMMUNICATOR ^ CWTRd PANEL Z n T DIGITAL DIALER .ttipp.�Tt LS-18 M F FIRE ALARM RISER DIAGRAM 36' X 18' LOINERED $ f - AIR INTAKE jr LEI QFf iRtl��T1If1kPLMPf I. � '�, �T.- ° TO ST;iRM AT INFLUENT W r AERATION � AERATION ANOXIC MEMBRANE DIP ° rlr ANOXIC TANK -TANK 1 TDA ANS TANK 2 CHAMBER CHAMBER TANK E-44 _ 41!c 36' X 18' LOUVERED W a t�IIRTP AIR INTAKE �.. IMP I GOOV I ��-- . D I AT roATT NS I TO IL T I , + SEE E E ID 3 ( i 1UH a i TO$T TER ,cy — � � 1,lam`■ n _._...., 1 , j Cl / fl ET i METER i"•\ F PUMP WNS A 7P f i l l I �y J 't ' METER TANKI a_ .,,.::i I %' zDt4-►/2 2t14 TO LS-16 . STARTERS AT NS I KVMICW T NUA1 -�.....-� ' I �.. NUA f R.INTAKE � y.'5..._�____:� .li j�"•-.1._:.__.J' � �5:,46 1 1 I � ',. I,. vIt i -10 9 C ww awe AtiM11N LAV. j 1 i, �c+ts vr.ly I II I{ 11 o. A T MiS LS o 07 CD ww BLOWER ROOM _ {+ y I 4 OF Aw NOE N L� - - I v► H GA.WELDED PA, WELDED P.H, FRAME GROUT SOLID H A.WELDED P.M. FRAME GROUT SOLID TYPICAL FRAME GROUT SOLID YYY y TYPICAL TTPICA4 0606 ' (2)IL Gs INS ULATED IR-1 MIN) IL Ga INSULATED OR-I:MIND - ' HOLLOW METAL DOORS HOLLOW METAL DOOR OR SIZE:3'1 X l•-O•X 1 3/4 DOOR SIZE 3'-0'XT-O'X 1 3/4 IL G.HOLLOW METAL DOOR PROVIDE HARDWARE AS LISTED DOOR SIZE:3'O'X B B'X 1 3/4' 1 2 3 D-PIN KETED.1 INTERIOR TINNIBTURN) 52-B' WC�ii \ / I-HAGER CAST DOOR PULL.WIN I-BEST CYLINDER LOCK-(1-PIN KEYED EACH FACE) PROVIDE HAROWARE:AS WTED Q I-SCHLAGE+BHO DEADBOLT LOCK W/ \ � PROVDE HARDWARE AS WTED MOUNT AT INTERIOR 1-BEST CYLINDER LOCK--11-PIN KEYED EACH FACE) 7-0• 125•-1' W ENTRY DOORS I EACH-SCHLAGE HEAD 1 FOOT FLUSH ENTRY DOOR 1 1/2 PAIR HAGER BUTTS-FBBH,x,VY W BOLTS AT INACTIVE LEAF ,1/2'x NRP x U52AD LAVATORY I1/7 PAIR HAGER BUTTS-FBBD9 x,I/Y.r M DOOR O I-HAGER+835P CONT.ASTRAGAL AT DOORS:O® 1-LCN CLOSER-,III X CUSHION STOP x AL DOOR: , , NRP x U52UD F.O. ACTNELEAF ITHRESHOID-REESE tlS,l3A O 1.THRESHOLD-REESE s5413A - - 2,'X IB'LOUVERED 1� - AIR INTAKE VENT 3 PAR HAGER BUTTS-FBBIl6 I SWEEP-REESE iIOAC,V2'x,HNS x NRP x USERI I SET WEATHERSTRIP-REESE+10A 2- GLYNN TOHNSON-lOH SERIES HOLD ---------- I OPEN/STOP SEE HI1 JI BELOW FORHEAD/JAMB DETAILS D•C.MJL �`yn W7 '.THRESHOLD-.REESE+S,l3A :R14 A ME A.WELDED SOLID WALL /L M Y LIMITS O CONCRETE SWEEP REESE+IOAC TYPICAL 3 L HIGH HANDRAIL WALL BELOW III 1 SET WEATHERSTRIP. REESE.tllAA rr DOUBLE GLAZED WINDOW w m _ -_ - -_ -- -- - - - -_- -- L AROUND- - -- - -- ---- - - - - - /1 D.TYP P y� - - ' SEE HI 1 JI BELOW FOR HEAD/JAMB DETAILS IL G.INSULATED IR-1 MIN.) ` )HOLLOW METAL DOOR DOOR SIZE 3'-L'X T-O'%1 3/,' OI DN N TREADS m p DRAWINGS TION O'C.M.LL E PIPING 1\ 1 WALL DOOR AND FRAME TYPES O w SNIPS LA DE p RECIRCU5 PROVIDE HARDWARE AS US 0 : ; I A I i SIUMP PIT,SEE I SCALE:V,'-I'-O' I'-BEST.CYLINDER LOCK-II-PIN KEYED EACH FACE) C PIPING OWGS. SLOWER RN. 1 V7 PAIR HAGER BUTTS.-FBBI19 x<i/Y x v - P.. v : v - '' L ,I/2'x NRP r Uffi/D DOOR.O'.: 1-LCN CLOSER-,W X CUSHION STOP x AL O D ' : 1 THRESHOLD-REESE tS413A Wz � ,• :- � � 1 SWEEP-'REESE sIOIAC W -I SET WE -REESE SUTA O77 W C-O' - 10'-0" 10'-0' " ' 3• , ° I•_O, ' O mF I 1 0 Y L_o. r-lo•.. 1,ro, r-m 1 � Xi _ 1.4 1/4'x 2'x S'LONG ADJ.BENT STEEL h< Z{- " UWW -- - \, STRAP ANCHORS,HILL OF 2 EA.JAMB, �) �1 - Ge - W/WEEPS+FLASHING NGO. AGGERED THRU WALL FLASHING STRAP 1 it `X AERATION AERATION pr OZ . GROUT CELL SOLID ..: : a O L7 K I TANK Y �� V O O TAN C.M U.TYPICAL .. RE-BAR EACH :. q ( GALV.STEEL GRATE Y.; O r-� _- JAMB.TYP. _ i PLATFORM W/3'-C GALV. STL.LINTELS,SEE STL -1111.SEE SITE DUGS. >=Q 1 K STRUCT_OWLS. :i a :( C11JU WALL,TYPICAL r` > Y >> PHS1 WALL.TYP- h Qi pY FIWSHE9 VARY 43)ANCHORS.TYP.. _ o< m SEALANT EACH SIDE EACH JAMB -I.. WW Xs PRESSED METAL(WELDED) n'� W CONT,SEALANT FRAME,GROUT SOLID.TYP EACH SIDE,TYP LADDER 3 25._l. <_L. 20'-l' STAIR n W m 'O O LADDER \ 7 " 7' PRESSED METAL FRAME. GROUt2O$OLIDRTYP.ANNEL FRAME, in= I7'-B' „ 1511C GROUT SOLID _ B/IL' STAR 4 DEEP 3/,'DIA STEEL ROD BURGLAR CONTAINMENT To 300 GAL 5.3/4 5 3/,' BARS•C O-C.EACH.WAY Y-4 7-3' 1.-I, F/ BASIN;. �3 TANK, - ;... 1 -: m m0 �i I._O. 3•_+• 3.-p•B'C.M.LL WALL O y - M.O. PUMP STATION HI HEAD DETAIL, TYP. JI EXTERIOR JAMB, TYP. J2 VENT JAMB/HEAD ° CONTROL PANEL i YX7 VIEW WINDOW, •�% � ya A-I SCALE:1 1/2'-1'-0' /L-I SCALE:1 1/Y 1=-O' ♦-I b O 70DEEP PIPE EO ,y-0 - UW !•{ /R /'9 SCALE I 1/Y-I'-O' LL ; A. III )' tY CA, O U. r "I TROUGH'X GRATE / W WALL A-1 V.C.T.FLOORING I'X7'VIEW WINDOW OVERHEAD DOUBLE GLAZED SHOVER l LAV. ETE WASH O O D O m O i 30'LOUVERED i B FD.(-I/Y)� ' AIR INTAKE VENT 7,•X 2,' n LL INTAKE VENT SLOWER ROOM tlATER HEATER -GRAB BARS O O IY ClIJ4 0 INTAKE VENT W x ROOF CURB SUPPLIED BY WALLlO N ISOLATION TT i HVAC CONTR.INSTALLED BY ROOFING GONTR. _ RUBBER OR URETHANE ROD STOCK _ ADHERED IN PLACE'SURE-5 PROVIDE 7-0''WIDE X r-L" EAL'BONGING ADHESIVE (SPACE Y-O'HIGH X 2'THICK FFFF"1FF 1 'ELASTOFORM'FLASHING W/LAP SPLICE PANEL INSULATING I Z PURR OUT WALL,'NOTE: AT ILE RE-SEAL'SPLICING CEMENT MAXIMUM INTERHEOATE VERTICAL GALV.t9 EXPANDED METAL ,'-O'D.C..TYPJ A j Y FROM FLANGE)- RAIL O.D_GALV.9TL,PIPE RALLH EN NG3 9EE AAL TAIL E A-j j O SURE-SEAL'LAP SEALANT RAIL 1 POSTS TYP. �I�IRE-SEAL'UNSEAM SEALANT RAIL SPACING NOT L. EXCEED 5'-0' A-3 ASPHALT ROOF SHNGLE9 2, g L x 2Y-w n.0. L3/,'CDX PLYWOOD - :F LT BLDG. ING W/IS A NORTH O WOEO ST�1NG AS RE0•D- b I FLOOR PLAN O 1 CURB OPN'G WEE STRIICT.DWGS il x lJC >{RE OF ALL ROOF FOR FA -I SCALE; ,'-I'-0' y v CT pFE� { R{Hipp{ V w Y!-ri t'WT Y VMRlD W/HVAC COIITR.-,E!>1TRUCT.OWf'�O' I' '. J A ALUM. CURB DETAILY (LASHING A> - — _. :.._ O e I � SHIPS LADDER W/•SAFE T METAL CO.• "' CARLiSLE DETAIL NO,U LD SCALE:1 1/ -I'-G TREADS OR APPROVED EQUAL .. ......... AND 1/4/' pRFABBHANDRAIRICATEIL LADDER TO T >A D.X 7-0'W.5TL GRATE ... .. ... .... 'I tI4 I U TREAD E0.TO MOD NO. -I O.D. TL PWE HANDRAIL �_ I. SC-1 B7 SAFE T METAL CO. WELL DED TO C CHANNEL STRINGER ASPHALT ROOF SHINGLES A 10 .,STL.CHANNEL FOR MOUNTING STRINGER " HEIGHTS OF C ...ALL FIXTURES ... .. ... SEE DETAIL ,. ft III WALL MBOARD, - I" "" """"' SEE DO-OPENING. 20 X 20-EXHAUST DUCT .SLOPE. F.R.P.OVER 540PE FULL.HEIGHT ... A GRAB BARS AS PER CODES 2.3'MIRROR IN m .. .. ..... .. r- "I A-1 r-1 EF-, u S.S,FRAM I. .... I EF-I 1 CURBED OPENING. r !, TOILE TISSUE .I.. EF-71 SEE OTL. -I u DISP_TYP. ... -.. .. L_ L_ A I J < w � n o ..: 20•X 20'EXHAUST DUCT 20'X 20'EXHAUST DUCT A-) II, X 10-EXHAUST DUCT y c-WRAP TRAP 1 .I. r• FLO-LINES W/ FIM.FLOOR PIPE IN5UL. REVISIONS I LAY. , A v 00 - 3 OI wzada 2'-O" CONT.RIDGE VENT CPuPTUREO CUPOLA. l .... ..... ..... ................. .0.... , 4 B INTERIOR ELEY - 5 . O - ..SCALE:I/1'-I•-O' w CUP ANGLE o FLOOR SLAB TO .. .. ... .. ... , e .. �..:.. DRAWN BY: ..A. _ . ....... CHECD BY: D.A.C. 3 D LADDER/GUARDRAIL DETAIL .. KEDATE DRAWN. ,,-,3,0 — Q MIRROR -I SCALE:V2'-I'-O' UD SLOPE SLOPE. DATE ISSSED: V,/p AS NOTED 1- 1Y 54•SIDE I -. .... L' ,2•+REAR - ... ,.... ... JOB NUMBER. V44 d GRAB BAR .... ... ...... ... ."" { ... .. ARCWTECT'S SEAL - ASPµALT ROOF SHINGLES ... .. ... .. .... .... I I D_U:PIPE GENERAL NOTES �. ...... .....:. ..- ...... ....... ......_..._.. a RAIL AND POSTS • in ACORN NUT I/,'0 BOLT 7 O'O.C. 'SEE STRUCTURAL DRAWINGS FOR SIZE AND TYPE r x 1/8 STEEL F xl/e'STEED OF ALL STEEL RAMES REOWRED FOR ROOF BAR FRAME(PAINT) -OPENINGS A5 HELL A5 THEN LOCATION NOTEx WELDED TOPR+E BAR STRAP BOLTED -- F MAX. FRAME TO FRAME .. .. - ..... a VERIFT ALL MOUNTING HEIGHTS WITH - I .... .: .. .. ... -. .. ......,. ... .... n APPLICABLE.BUILDING CODES EXPANDED METAL ALL FLUE HOOD/FAN SIZES INDICATED ARE .. ..: ... ... .. ... ... ..... .ROUGH OPENINGS THRU ROOF.VERIFY SIZE AND MESH(PAINT) LOCATIONS WITH HVAC CONTRACTOR. .. .................................. .......... ...............�..... _. __ .� __ . .._-....,.v......._•......- J..... ui x: ........ ......... ......... ................... EN4INEER9 SEAL ARE N1DT SHOWN FO'EyR CLAPUUMRITT CONTRACTOR) C MOUNTING DETAILS FOR NUMBER AND LOCATIONS SEE PLUMBNG { ~ E DETAIL DRAWINGS.SEE DETAIL THIS SHEET FOR FLASHING CD�� .r IL V SCALE.v4-Y-O' A C,\ c SCALE:3'-I'-O' ERNES CO OUT AND PIPE OPENINGS ARE SHOWN ON PLUMBING. 2 ROOF .PLAN O - HVAC,AND ELECT.DRAWINGS.SEE DETAIL TH44 SHEET - Iv FOR FLASHING_ - W - - SCALE:1/4' Y-O Vcjc .44 N DS.ETC H . EXACTFOR ALL ROOF OPENINGS FOR FANS, - !I Q HOODS,ETC.15 TO BE VERIFIED W HVAC CONTR. Q H SHEET NWIBGR G.A 1 III H ,MPS - PREMANUFACTURED CUPOLA EQUAL TO V STANDARD MODEL W/CO-AN WEATHERVANE BY WEBB CO.AS DST. SNIT CONT.RIDGE VENT BY THE BROCKWAY SMITH _ANDOVER.MA TOP OF RO4E EL.'M7-2r CONT.RIDGE VENT 1. ASPHALT SHINGLES OVER 3/1' EXHAUST DUCTS.SEE COX PLYWOOD SHEATHING MECH.DOGS. ASPHALT SHINGLES OVER 3/1' -- --- COX PLYWOOD SHEATHING IZ ------ IXB/IX1 WOOD RAKE TRIM. 4 _3 PAINTED,TYP. �'. IX4/IX3 WOOD FASCIA TRIM N, TOP OF MASONRY IF OL TOP OF MASO/BtY !L-1W K EL.-W-C — E INTAKE VENT W/IXL WD. -- TRIM,PLANTED.TYP. a MECHANIICCAL DWGS.,31 TYP.SEE CLAPBOARD SIDING r �.—DCIZ WOOD HEAD TRIM CLAPBOARD SIDING FU ON METAL RRING ON METAL FURRING IXO WOOD HEAD TRIM IXL CORNER TRIM.PAINTED - _- — -- ® -- .. FINSH FLOOR / n \fr T FINISH FLOOR IXL DOOR TRIM,PAINTED IXL DOOR TRIM,PAINTED LouVEREO INTAKE VENT W/ ~� IXL WOOD TRIM.PLANTED,TYP. IJ (� x i SOUTH ELEVATION 2 EAST ELEVATION SCALE:V4'-V-O' SCALE: z N PREMAMUFACTURED CUPOLA,TYP DU CT.UCT,SEE CONT.RIDGE VENT MECH..EXHAUST DU TOP OF RDG! EL.17-Y CONT.RIDGE VENT EXHAUST DUCTS.SEE MECH.DWGS.EXHAUST DUCTS.SEE MECH. 5. IZ IXD WOOD HEAD TRIM<— —i ASPHALT SHINGLES OVER 3/4 ' CDX PLYWOOD SHEATHING ASPHALT SHINGLES OVER 9/1' T DX PLYWOOD SHEATHING '-'---- S FALSE DOOR W/IXL WOOD TRIM,PLANTED . IXB/IX1 WOOD'RAKE TRIM, - -3 PAINTED.TYP. IX✓IX3 WOOD FASCIA TRIM - TOP OF MASONRY TOP OI'MASONRY . EL.iW— OL r -- INTAKE VENT W/IXL WO. m R TRIM,PAINTED,TYP. — - REVISIONS I ens/oI J MECHAWCAL OWC 4.,13>TYP, Z I FLUE OPENING•Id-i'A.F.F..SEE --' ® OI D ri CLAPBOARD SIDING CLAPBOARD SIDING 1 ON METAL FURRING — ON METAL FURRING IXD WOOD HEAD TRIM O ..IXL CORNER TRIM,PAINTED LOUVERED INTAKE VENT W/ —LL IXL WOOD TRIM,PAINTED,TYP. CHECKED BY: O-C. o LL ® _ ® _ DRAWN BY: B.N. O \ DATE DRAWN: T/3/01 • D \ DATE ISSUED: —1. D LOUVERED INTAKE VENT W/ : \ I%6 WOOD TRIM.PAINTED.TYP. D MNNW FLOOR FINISH FLOOR FINISH FLOOR EL.KI-P UOB NUMBER: 1811p D EL.1K-C � j r SCALE AS NOTED 7 0 IXL DOOR TRIM,PAINTED ARCHITECT'S SEAL L 3 NORTH ELEVATION 4 WEST ELEVATION.SCALE:VTaI.-0. SCALE:V1'-I' \ f J Q, ENGINEER'S SEAL U 0 6 D a SHEET NUMBCR GA-2 f D _ - 70P OF RIDGE OL TOP OF.RIDGE I EL a17-7 EL att-7 I� N 6 1 12 ill � 12 v TOP OF MASONRr L ' TOP OF MASONRY I I r I P.T.WOOD TRUSSES.SEE STRUCT.DWGS. 1 I. I 1 P.T.WOOD TRUSSES.SEE STRUCT.DWGS. IUSE 5.5.CONN.PLATES) I � i I (USE 5.5.COIN.PLATES) I ALL WOOD FRAMING,BLOCKING. RETARDANT TREATED.ALL BTYP IRE :..1 2X10 WOOD JOISTS•Y 4-O C. •. I I 6 W/314'COX PLYWOOD AND AL 4 WOOD FRAMING BLOCKING, R-30 F-G.BATT INSULATION PLYWOOD,ETC-SH.{LL BE FIRE FINISH "YY RETARDANT TREATED.TOP. I 1 C.M.U.WALLS,SEE SECTIONS i - ¢I ' 11/Y M R-GIB. AUR�DR�A.—LL -- I LADDER DDE R / UJ RIL ————$I BLOWER ROOM GAI_V. AND PLATFORF SITE MSEE 3-1 HI 2-O'WIDE X C-O'HIGH X 2' METAL GRATE OVER 3-L HIGH G THICK SOUND INSULATING PANELS MITE / AT 1'-O' C.ML.WALLS,SEE 1r SECTIONS FIwsH fLaoR ) SHIPS FLOOR SIPS LADDER I [CON SEE STRUCT.DWGS. DowNWGS. DOWNSEE4TRUCT.D ON ram FLOOR AERATION-TANK I INFLUENT ANOXIC TANK -� I - 1 I' 'N-r ——— —— . .. .. '. WALLS, r -:• CONCRETE TANK WALLS. '' CONC.FOUNDATION WALL. SEE STCONCRRUCT.DWGS, ' - SEE STRUCT.DWGS. CONC.FOUNDATION WALL. �' • SEE STRUCT.DWGS. '.: SEE STRUCT.DWGS. .. C CONY-P.V.C.WATERSTOP.TOP. ONT.P.Y.C.WATERSTOP.TYP. I l s v T.Of TANK SOT.OF TANK 96 pp BUILDING SECTION 12 2 BUILDING SECTION SCALE:1/4-1-0' �� SCALE:1/1'=I'-O' �j O PREMANUFACTURED P.T.WOOD TRUSSES P T-0- Z.W1 ED P-T.FASTENWOOD ERS TRUSSES O •7-O'OZ.W/S.S.FASTENERS •Z'-O'O.G.W/S.S.FASTENERS ASPHALT SHINGLES OVER 3/4 ASPHALT SHINGLES OVER 3/1' .. COX PLYWOOD SHEATHING COX PLYWOOD SHEATHING (2)2X0 WOOD SILL PLATES W/ _ R-30 F.f�BATT INSULATION STAGGERED ANCHOR 12) WOOD SILL PLATES W/ CHOR BOLTS•t'-O'O.C.. c I/7 ANCHOR BOLTS•4'-0.OG_ R 30 F.G.BATT INSULATION STAGGERED CII N STAGGERED L MIL POLY VAPOR BARRIER L MIL POLY VAPOR BARRIER IXL/1%3 WOOD FASCIA TRIM. y IX✓ PAINTED.TYP. IX3 WOOD.FASCIA TRIM,PAINTED.TYP. CONY.METAL IFC�I I : CONT.METAL .. '::- DRIP EDGE :. DRIP EDGE TOP OF RIDGE y V V EL MT-7 TOP OF MASONRY CS. 5/$"DENS-GLASS GOLD'SOFFIT BD. W DENS-GLASS GOLD' 'r,...� Fib A CEILING ON IX3 FURRING•r-r O.c. SOFFIT BD.CLG.ON IX3 5/5''DENS-GLASS GOLD T STRIP 5/a' WOOD FURRING•r-1'O C. SOFFIT BOARD W/ D SOF'DENS-GLASS GOLD XL WOOD TRIM,PAINTED 3'.COMT,BOARD W/ VENT STRIP IXL WOOD TRIM.PAINTED 17 PLAIN FACE GMAT. l ,. WELD IN PLACE RAIL BOND BEAM,SEr S PLAIN FACE C.MAL POST TO POCKET I 'STRUCT.OWLS. BOND BEAM.SEE' I - STRUCT.DWGS. PRE-PRIMED WOOD OAR CLAPBOARDS OVER'DUPONT' TYVEK BLDG.WRAP ON l/S' C DEEP STEEL RAIL - METAL FURRING 7-O'O.C. POST POCKET AND _ (PROVIDE ALTERNATE TO BRACKET.TYP_EXP. - SUBSTITUTE'HARDIPLANK'BY / BOLT TO CONC.WALL JAMES HARDIE BLDG.PRODUCTS \/ IN LIEU OF WOOD CLAPBOARDS) PLAN/FACE C.MLL WITH G 'KORFIL'INSULATION m TOP M MASONRY OF MASONRY,TYP. HOR12.WALL REINF.EVERY SEAL INTERIOR FACE OUR-O-WAL MASONRY w :.EL.aW0'-C : I PRE-PRIMED WOOD I' I LL 0 P.T.WOOD TRUSSES.SEE 5TRUCT.DWGS. I I'. CLAPBOARDS OVER'DUPONT WT.,SEE STRUCOURSE TUD GS. U (USE 5.5.CONN.PLATES) I TYVEK BLDG.WRAP ON 1/0' V I METAL FURRING•7-0'O.C. U r (PROVIDE ALTERNATE TO SUBSTITUTE'HARDIPLANK'B7 A POST DETAIL 'G 1 I JAMES HARDIE BLDG.PRODUCTS O. IN LIEU OF WOOD CLAPBOARDS)— ( gEAL INTERIOR FACE OF MASONRY-TYP. SCALE:1 111'+F-O' SEE 5TRUCT.DWG5. r _3 FOR VERT.REINF.FILL 12'PLAIN FACE C.MAL WITH CORES SOLID W/GROUT y 'KORFIL'INSULATION AND REMOVE CELL INSUL. u •Ia I I OD OISTS I U I REINFORCING 2XIO/MW/3WOCDX PLYWOOD AMC) R-30 F.G DU w BATT INSULATION 0 H w INNER CEILING CEILINGI PLAT M LADDER AND I EL-12'-e �PLATFORM.SEE 51rE OWos. I -r EXTERIOR ( .INTERIOR INTERIOREXTERIOR 1/2'M.R.GAS. w rc U 1 $II'1. I I z I I REVISIONS LAVATORY ! O � -----� \/ 1 3'-1v HIGH G URDRAIL U 140 IZ_WAL MASONRY I W/5/OI HORIZ.WALL REINF.EVERY OTHER C.MAL COURSE FULL I 2 PURR OUT WALL I F.R.P.OVER V2' , _ HT.,SEE STRUCT.DWG5. - I MR.GWLB I V1'O.D.STEEL PIPE RAIL I POSTS.TYP. 3 C.ML.WALLS.SEE SECTIONS I SEE DETAIL D 4 SHIPS THRU-WALL FLASHING I SEE STRUCT.DW4.5 R-1)F.G.BATT INSULATION CONC.FLOOR SLAB, LADDER FOR VERT.REINF.FILL,ri I SEE STRUCT.DWGS. I DOWN CORES• '! GROUT I :/ 6 HOLES 0 Ilk ANDREMOVE ELINSU_ 21-1O ) ) EL.aM-C L c sf --- -- CONCRETE TANK WALL. •-•:- - - .I DRAWN BY: BnM. s ... -. .:. .� .. SEE STRUCT.DWG5. ,........: .. o CONCRETE TANK WALLS. .. DIP TANK T CHOCKED BY: OA.C. v' a' SEE STRUCT.DWGS. ---' _ CON STRUCT.W DADTIOg WALL. - ,. I DATE DRAWN: in .. 0 SEEDWGS. .. - n II '� o DATE L55NED: V1/p '. :. THRU-WA14 FLASHING W/7WgEP0 HOLES I Q I VT HIGH 'R'RIGID INSUL SCALE: AS NOTED U .,. FNISH AS SCHFDULED _ v I JOB NUMBER: 9Wtlp OVER SONG FLOOR 1/Y HIGH•R• I: IIII SLAB,SEE STRUCT_DWGS. RIGID INSUL. I I,-I < - ARCHITECT'S SEAL F FIN.GRADE,SEE SITE DWG5. fMhH FLOORI /r EL qA'-C .. ". STEEL STAIR W/ .. : e'. % t NO-SLIP Fki..TTP. - SEE SITE DUGS.FOR GRADE DET BOT.OF DIP TANKo _ v CONT.P.V.G.WATERSTOP.TYP. L MLL POLY ' AILS —I MIL _ DOWN 'I I—I VAPOROBARRIER v .VAPOR BARRIE� "�.. �� a '... A' II I 0.. 4, EDT-O-O'F STAIRS COMPACTED FILL.TYP- - A-} III=1I COMPACTED FILL,TYP., • !L•N IIt• SEE STRUCT.DWGS. 'III gEE STRUCT.DWGS. t • _ I. 1- I I/7 RIGID POLYSTYRENE v III OSUL.CONT TO RTOPA -- e 0... .. _ INSUL.CONT TO TOP INFERS 3 3C DEEP X SO'DIA. lI' OF FOOTING _ SUMP PIT Y .� IN FOOTING EN4 EA4 e DOT-OF SUMP PIT •.. •, :. CONC.FOUNDATION y ..... WALL 5F 5TRUC n TIO z EL'aM'-O' i ---.. WALL.SEE 5TRUCT. DWG5., 3 BUILDING SECTION E DWG5.. - �p E AR ti -- D �A1 SCALE•V4'=1._O. \C , J J ES 0 4 WALL SECTION r5 WALL SECTION �Q J. SCALE:3/4-r-O' /L SCALE: tY 3/Tal'-O' O Y1 l3 < - ® SHEET NUMBER : Q w G.A 3 IN N a. � � I I,: S 1Y CMN WALL. SEE SECTION BOF EL 60'-0' TOW EL 6r-10' M OR O•CYU THIS DWG. t CONC BOZO BEAM _ 6•CONC SLAB.SEE ----------------------- + ------- - � WRIR 2-/6 COAT----_-------------------------------- PUWFDRREIFkEL r .. °. .. < 7 7', F!"/4e12 1 GRADE ------------------- -------------------------24r1:------------- -1 ,' I WNESCREENDAYATCOf1E5 �-�._ •".[ r e 2•-B- _ -_- � �{ �' r � � 191-3 3/4' � I 10W EL B0._8. .. II N I• -------------------- --- NOT ro BE GROUTED •. 1I •. _ /rs vERr e TOW EL 6r-10' TYPICAL VERIN,AL WALL RETF I f - a z'-c LY CMU-/7032 tY 2'-0' ; GRAM COMPACTED E i[R I I 1 TOW EL"-8' BASE OF BRDCE CRANE lOw EL 84'-6• N R3'-O• z3'-0'DEEP ( ISUMP I BAR EACH SIDE OF COM •012 EF ETV�� RIM NSULATION OGTHNG AB'S I `"<- F: I I b ALL OPEAL k I I I ./3'HOOK TYP MW EL -6 10W EL 64'-6' S I I I ALL OPE6NG$EXIE?D 3Y BEYD,D UON S-1 ( I I FOUNDATION WMIJ DNOP I f I •CONE TYPE JOINT RENT a 16904. _+ I I ,4'-0' L 6-0. 10-0' 10-0' 3-6' 4'-0' 4-0 / 2 W *. I �� 6' 1.-0. 6• I x , 2'-0' r-0• 1-0 t-0 1-0 s-1 1-0• 1-0 ,,-0 ,, i I I TYPICAL THICKENED SLAB SECTION I I I 11 TOW EL 1 I :: I GROUT SOLO AT REINFORCED CORES ML WARM STRATA SHALL BE MEDIUM ro DENSE NSITU MW 6r-6' 6r-6• 3•DROP °. i I I GRANULAR MATERIAL OR COIPACIED GRAVEL FILL. kt Tow E.6r-10•— j •; � j .� TOP aF wr wER SEE sECTTIaI a EL S1'-0• THIS ON.TYP ,o I H 6T4WB• 1'-0• SECTION 2 SECTION 3 I - — Y i I IIOR¢WALL RETIRE sr� I I •. I BOF EL 80.�. 10W EL HOW WALL I I i b I L1'Y!'DEEP SRE MO NUM30 OF : !r :" -0. REIIF. I I .M I �-70W EL 64-6' 10 y NorOH IN q CortrFTR eNtS ro MATCN I DETAIL A Tow d ea-6•— I. i. I BOF ELI •: WALL TYP .` �. ,o HORG:REIIF IMP a ALL i -6 - -� I n 60-0 J .°. :. t-a 1 WALL INTERSECTIONS ; Typ I I �-TOW EL Or-10• S-1 _ I s . I I IvLoCK-0ur INSPECTION PANEL TYPCOND ----- I I` TDw EL roves a sECTpr6 IXFOR REINIF i 1'r3 -Tow EL 6Y-le— a I --- - - -- - ----- - '- r' -- ..� I 3'-0' TOW EL HORQ REITF _ I I T • E 1 L S-1 ,-T'TH(ANT IN I I \•pEEp i' I TV a ALL I TOW EL 64'-6' iV FOR DIY'•OF COVER SHELF _I I I REINI •////66•elf tB N 6T-6. 9-0• 4-2 I .- I SEE MANUFACITJREt wATERSIOP a - :: x Ew tll# BOf EL I I TQC EIf I }},, — _ I J. #4012 2 7 TOW EL 64•-6•— :iti, ,'•. ,'.', : _..49'-9' .(µ'_Y T I I i - • lj' 1 3 THC MAT FON +.. i a -6' MMP PAD. 6 — 6•CNU" I — — SEE SECTION 8 I- — I I RETIRE wE/w •001 6• 6• V :2o ON THS DWG.M. " %. .s:` • -'I (• /1 — I Z - ,. 6. A 14, TDc a: ,oc EL �1 I I e•soc. '. 7 No1a,Ts TF9CIa:?ED I � � Q' >� I I �.-0 :. �,-0-: e,2• Ew cTR S-1 SLAB BELOW.SEE I — — 's I TYPICAL TRENCH DETAIL b SECTION 2 THIS DWO. I 6•CAN I I ri r. it 0 I ( I TOC EL 64'-6• EL W-D' I I i E TOW EL 63-10' 70W EL 6t-6• 2 I I 1/40'SIDP WELDED TO l I - I I 1 I s-, 4-. . W I I 3'-0• 11'-6•. 3-0 ypY/EL 84 I ! I I NOTE:GROUT CORES FULLHEIGHT WITH A HIGH SLUMP GROUT.WHEN THE GROUT 1/4'CHECIGM PLATE }, _ I LT _ -- - ----- --'� I RENM THE COFSISTARCY OF STIFF MORTAR VIBRATE TO A DEPTH of A ----` ---------- ^�. „. AT LEAST 1 THE POUR WGHL ALL GROUTING OPEPA70M REQUIRE t 7 77-7777R . .,..,. .. ° .- .. :,. .'. 7 :. �.. •�•< FULL TIME INSPECTION BY A QWIIFIED 1I571NG AGENCY. LMM1/4•/ I z TYPICAL 12" MASONRY WALL SECTION ,/6X1 s,w1P ANaROR a 12 1 Q' S-1 S-1 S-1 IWO OB' 3,-0, � DETAIL � TYE) IL' rI z - BOLE:FOR CATWALK HANIML.LADDER - q AND STAR INFORMATION SEE 02 DRAWINGS. SECTION I SECTION 4 SECTION 5 00 FOLJNDA110N AND SLAB PLAN S— — SCAM. U c`1 aTow EL 6T-6' " 0 L 3•-B- � C7 U A a U . 6'S00 SE PLAN .•.. ,,: - FOR REINF - •"• .. A TOW EL W-6' 3'-0' 3/4•CHAMFER _ - TOP OF WEIR EL_ /4•ellr'MAX TYPICAL I 4 TYP 0 1 1/2'CL RO�I1f.T��l SON JOINT VA6 M••1 ALL Alaulm(T tP) 2 04012 PAus CNER 12'HIGH 6. 12 1W MAX WAL STIRRUPS L E 04 ELEv TARES.SEE PADS UP 7D tY HIGH �A OPETIO D QT A - %%RES.SEE PLAN UP ro V-V 6' NOW • #4 CONr 1 f ELEVATION VIEWI 4!-r 70 W-O' I r #M TYp 3 _ :d- y • \ W-O•TD e'-0• z4• /3e6 '' - - CIS L� u lT-O'ro 10' 32' }4016 2 �j+ U µ ns 012•oe MAX t' 1 1/2•COMER(ryp) EW ff 12.« - - yQgy'1.)SEE ARCH,MECLI,PLWE1 B ELIECT DRAM MR R. Ste.tDcl►TTON d<t1EV WHEN NOT SHOWN ON PLAN. /6'•01210¢EW ff TOP OF WER EL TYP ALL tY TAW WAIS fM. 2.)ANCHOR BOLTS.WHERE RM.SHALL BE SM`AM vAms SEE D1NG� CMU LINTEL SCHEDULE fair DOWF15 b LOCATED ACCORDING ro YANUFAC URER$REQUIREYEHS. 1Y /6••or. TYPICAL DEPRESSED SLAB DETAIL Vie.etz•« °. TYPICAL EQUIPMENT PAD DETAIL` SECTION A-A WArERSIOP �, elY•. SECTION 7 SECTION s SECTION 9 LNORIZ b b 61' 3•COVER I•—►i WATERSROP • _1'-S'IM MAT FDN - RENF•/ge etroo y. • EW TOP&BOTT ARE AR • - �� E ES SECTION 6 `` " � row .. SCALE V-1•-0 -1 �w w 2.-0. i U� 449 .••r. EL 64-6' o WI D �� 4m TOW E-V-10• 9 r�OF 1��Q �w•w M SLAB N/ 1 • �•va`�' ��y w40r M:FOR INFORMATION NOT SHOWN IRERE SEE SECTION 3 ON NHS DRALNQ. A K_�IN Q ALLEY TYPICAL SLAB AT DOORWAY DETAIL v N .27761 cn SECTION 10 SCALE ,•-1'-0 GS-1 ' GENERAL NOTES PRE-ENDNEfAED WOOD ROOF TRUSSES Or-r oe CRANE RUNWAY BELLOW oRNE ELSE SEE ARCH BEIAW lYP PRE-EHOINEERED WOOD SIMPSON ANCHOR CAST-IN-RACE CONCRETE - —TRUSS•r-0•oe MODEL No FICAUO USE WATER-REDUCING ADMIXTURE OR MD-RANGE 1/2 ANCHOR BOLTS FOR PLACEMENT AND WORKABI ADMIXTURE Nm. USE AI CONCRETE.R 1 MUM. ow-OF•e TV CASY-IN-PLACE CONCRETE INCLUDES THE FOLLOWING: ADMVKTURE N EXPOSED CONCRETE WELLS UNLESS OTHERWISE FOUNM110NS AND FOOTINGS,SLABS-ON-GRADE.AND GROUTS. POEM. ADD AR-FNTRAIMNG ADMXRJRE AT :.•.. :`., '':. .` r .. .�, :;<'::` -.. '. .:.>�:, MANUFACRRER'S PRESCRIBED RATE 70 RESULT N CONXtETE ; ':` _ SEE LARCH,MECH.CN14 ARD EIfCL DRAWIDS FOR MISlS11NIEOS . ".. AT POINT OF PIACEAIENT FNVING TOTN.NR CONTENT WTIH A CONCRETE. IOLERANf:E OF PLUS OR MINUS 1-i/2 F'EACENf OF ACI 12'CMU WALL RECOMMENDATIONS. USE ADMD(IUIZFS FOR WATER REDUCTION �• 0 4 AND SET ACCELERATING OR RETARDING NRILT SI . .._. SHOP DRAWINS FOR DOAIUNG,FABRICATND,BODING.NO PLACING COMPLIANCE WITH MANWAC IAERS DIRECTIONS 2-24 SILL PLATE " y, CONCRETE REINFORCEMENT SHNl.COMELY WITH ACI 315"MANUAL OF . q STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE : . SIRUCTURW. READY-MIXED CONCWMI COMPLY WITH REQUIIEMENTS OF ASTM C94. 12'CNU WALL.BELOW 2-2d SILL PLATE CODES NO STANDARDS: COMPLY WITH PROVISIONS OF TIE E4816 wood SEE DWG GS-, J FOLLOWING CODES,SPECIFICATIONS AND SIA NDMIOS.EXCEPT WHEREOR ot MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED METAL C EIFER S CPS FABRICATED AND EDGES.0USING WOOD INFORM METAL CVWFER STRIPS FAARICAIED 70 PRODUCE UNIFORM ? INDICATES ROOF PEtTRA710N AMERICN CONCRETE NSRME SMOOTH LIES ND TIGHT EDGE JOINTS. TYP STRUCTURAL CONCRETE FOR BUIDNGS, SPECFlCA1NLS FOR SECTION rl ACI 311L*BUILDING CODE RECUIREM NIS FOR REINFORCED COMPLY WITH TIE CONCRETE RFAIFORCING STEEL NS TRWS CONCRETE RECOMMENDED PRACTICE FOR-PLACING REINFORCING BAR%- SCALE:1•-1'-0' ... _ FOR DETAILS NO ME7HIDOS OF REINFORCEMENT PLACEMENT x i _ CONCRETE REINFORCING STEEL,INSTITUTE(CRSI)NANUA.OF AND SUPPORTS AND AS SPECIFIED. CLEAN REINFORCEMENT STNDARO PRACTICE AND SA • - O'LOOSE RUST A MILL EARTH,Nam,NO OTHER MATERIALS THAT REOX;E OR DESTROY BOND WITH CONCRETE MATERIALS AND INSTALLED WORK MAY REQUIRE TESTING AT ANY TIME PLACE RENFORCEMEENf 10 MAINTAIN MINIMUM COVERAGES AS DURING PROGRESS OF WORK. INDICATED FOR CONCRETE PROTECTION. RIDGE. E JgFdS POLYSTYRENE GOAD,ASTM 578 TYPE N, 10 PSI COMPRESSIVE CONSTRUCTION JOINTS. LOCATE AND IWALL CONSTRUCTION STROM.2 1/2%MAXIMUM WATER ABSORPTION. JOINTS SO THEY DD NOT IMPAIR STROM OR APPEARANCE > DOOR OPENING BELOW OF THE STRUCTURE. PROVIDE KEYWAYS AT LEAST 1-1/2 : Typ gpH�,�, NCIES DEEP N CONSTRUCTION JOINTS N WALLS AND SLABS AND BETWEEN WWS NO FOOTINGS REINFORCING BARS: ASTM A015 GRADE 0%DEFORMED. ISOA110N JOINTS N SLABS-0N-011M CONSIRIICT: SUPPORTS FOR REINFORCEMENT BOLSIEAS,C♦TARS.AND OILER ISOLATION JOINTS IN SLABS-ON-GRADE AT POINTS OF DEVICES FOR SPACING.SUPPORTING.AND FASTENING REINFORCING CONTACT BETWEEN SLABS-ON-GRADE AND VERTICAL, BARS N PLACE. SURFACES OF FOUNDATION WNL4 r — - - 1 J16T81EL$ ALL JOINTS IN TAME 94ALL.HAVE WATEi510PS. PORTLAND CEMENT: ASTM C150.TYPE I OR TYPE IL { - NORMAL-WEGFIf AGGIEt✓1TES: Am C33 COMPLY WITH AC 304.GUIDE.FOR LNG.MIXING. /1 TRANSPORTING.AND PLACING OONCREIE• �A WATER: POTABLE. COD-WEATHER PLACEMENT COMPLY WITH PROVISIONS OF ADMITURES.GENERAL• PROVIDE CONCRETE ADMIXTURES THAT ACI 308. CONTAIN NOT MORE THAN 0.1 PERCENT CHLORIDE IONS 0 0 : .. HOT-WEATHER PLACEMENT WHEN MOT WEATHER rj . a AIR-ENRANNG ADN -XTU ASTM CM,CERTIFIED BY CONDITIONS E THAT WOULD IMPNE QUALITY AND z MANUFACTURER TO BE COMPATIBLE WITH OTHER REQUIRED STRENGTH OF CONCRETE,PLACE CONCRETE COMPLYING WITH ADMIXTURES. ADD AIR ENTRAINING ADM TO CONCRETE AS REQUIRED ACI 305. �M, �y /. ..: ... ". '.:'� ��. '�.�� IN ACI �REDUCNG ADYIXNRE: 7 A SMOOTH-FORMED FINISHED*E PROVIDE A IEWO R TO FINISH1 1 19 1 0 WATER-BASED ACRYLIC ICE MATERIAL CUITHA COMPOUND: AST11 LA71L ON CONCRETE D WIN SURFACES EXPOSED 70 VIEW OR TO BE " �1-2 TYPE 1,CLASS B.PROVIDE MATERIAL TM►T HAS A MAXINUM VOLMILE C(APERRED WCIN A COATING MATERIAL APPLIED dREITILY 70 ORGANIC COMPOUND(VOX)RATING OF 350 G/L. C:ONCRM OR A COVERING MATERIAL APPLIED DIRECTLY TO CONCRETE,SUCH AS OR MOTHER INC,SIMILAR DAISYSTEM. I VENEER W Sr-e' CURNC,SEALING ND HARDENING COMP(X1NQ'-FOR S1FEL PLASTER,PNNTINO,OR ANOTHER SNIAR SYSTEM. TINS IS \d- TROWELED SLABS.INTERIM OR EXTERIOR APPtrATION. EXPOSED AN AS-CAST CONCRETE SURFACE OBTAINED WITH SELECTED _. AFTER FINAL CONSTRUCTION. EPDXY ANCHORING GROUT FOR SETTING FORM-FACING MATERIAL.ARRANGED IN AN ORDERLY AND �[� REINFORCING BARS AND ANCHOR BOLTS ALL HEADED BOLTS AND SYMMERICA MANNER MATH A MINIMUM OF SEAMS REPAIRr—_AGSM. DEFORMED BARS O LL BE SET A MINIMUM OF 12 BAR DIAMOORS AND PATCH DENE ELT AREAS WITH FINS AND OTHER UNLESS OTHERWISE NOTED. : PRQECIIONS lXl11PLERY REMOVED AN)EMITTED. ROOF FRAMING PLAN NON-SHIM CE E NRIOUS GROUT: FOR sTRU=mL Cwim of N COLUMN BASE. SLAB ON GRADE SEMI-RIGID EPDXY JOINT FILLER 1/4•-I.-0• SHORE HA W ESS NOD.DSO. SCRATCH Mot APPLY SCRATCH FNNSH TO MONOlTNc L, SLAB SURFACES TO REC3IM CONCRETE FLOOR TOPPING OR ter/ MORTAR SETTING BEDS FOR TILE,PORTLAND CI]ENT. �I TEiRlUM AND OTHER BONDED APPLIED CEME ITIO15 SUBMIT WRIT l REPORTS FOR EACH PROPOSED MO FOR EACH FINISH F DOFMQ MATERIAL N O CLASS OF CONCRETE AT LEAST 15 DAYS PRIOR TO START OF WORK r� 1.SzSNOW 37.5 PSF FLOAT FINISH: APPLY FLOAT FINISH 70 MONOLITHIC SLAB LIVE LOAD CASE 3e : SURFACES 70 REMW TROWEL FINISH AND OTHER FINISHES 4000 PSI,AR-EI NEG.CONCRETE FOR GENERAL USE AS SPECIFIED. W t.3xSNOW-37.5 PSF DSLUMPP LUM PROPORTION DESIGN MOM TO RESULT IN TROWEL FINISH: APPLY A TROWEL.FINISH 70 MONOIIHC (� LIVE LOAD CASE 2 CONCRETE SLUMP AT POUR OF PLACEMENT OF NOT LESS THAN i SUB SURFACES EXPOSED TO NEW AND SLAB SURFACES 70 SNOW-25 PSF INCH AND NOT MORE THAN 3 INCHES. BE COVERED WITH RESILIENT FLOORING,CERAMIC OR QLMRY LLVE LOAD CASE,: _ mE.PARR OR BEGER THIN FILM-FINISH COATING SYSTEM LATER FlAA1ND,BEGIN FRET TROWEL-FINISH OPERATION USING A POWER-DRIVEN TROWEL BEEN FINAL TROWELING a WHEN SWAM PRODUCES A RINGING SOMA AS TROWEL IS Aa.N . - MOVED OVER SURFACE.. CONSOLIDATE CONCRETE SURFACE . BY FINAL HAND-TROWELING OPERATION,FREE OF TROWEL �(�1 MARLS.UNIFORM N TEXTURE AND AIWARANE,NO FINISH ' SURFACES TO TOLERANCES OF F(F)35(FLOOR FLATNESS) AND F'(t,)23(}TOOK IEVE.HESS)MEASURED AXXIDRGNc TO ASTM E1133(UISIM E1135M CRND SMOOTH NRY SIINFACE w- DEFECTS 7HMT WOULD THROUGI APPLE)FlDOR COVERING SYSTEM. 0 0 NONSLIP BROOM FINISH: APPLY A N(NNSLP BROOM FINISH w 70 EXTERIOR CONCRETE PLATFORMS,STEPS.AND RAMPS. - TOP CHORD DEAD LOAD 10 PSF - AND ELSEWHERE AS INDICATED.... BOT CHORD DEAD LOAD-10 PSF - . MARE CONCRETE N ACCORDANCE WITH ACI 301 AND AS tl4ff5 1.)THE TRIES MATUFALTU ER,CHOSEN BY THE COMTRACIOR.SHALL OTHERWISE SPECIFIED. BE RESPONSBLE FOR THE DESIGN OF THE TRUSS AND SHALL SUPPLY STAMPED DRAWINGS FOR REDORD - 4)THE TRUSS SWILL BE PRESSURE TREATED 7IMOM WITH STAINLESS PATCHING DEFECINE AREAS REPAIR AND PATCH DENE ECT STEEL GUSSET PLATES AREAS WITH CEMENT MORTAR IMMEDIATELY AFTER RENOVNG FORKS,WHEN ACCEPTABLE 70 ARCHITECT. MIX DRY-PACK MORTAR,CONSISTING OF ONE PART PORTLAND CEMENT 70 !CA 2 1/2 PARTS FINE AGGREGATE PASSING A NO.16 MESH SIEVE.USING ONLY ENOUGH WATER AS REQUIRED FOR HANDLING NO PLACID. CUT OUT H NEYCO 1BS,POCIE75. TRUSS LOAD DIAGRAM - - VOIDS OVER 14L NCH IN ANY DIMENSION.AND HOLES LEFT A IN 7/B•-1'-0• NO CAN 70 DDE TE RODS PTH�LESS�THAN I H TO NC. MAKE CONCROEEDGEESS OFF • CUTS PERPENDICULAR 10 THE SURFACE THOROUGHLY • CLEAN.DAMPEN WITH WATER.AND MI SH-COAT THE AREA 70 BE PATCHED WITH BONDING AGENT. PLAN PATCHING A MORTAR BEFORE BODING AGENT DRIES. FOR SURFACES • EXPOSED TO VON.KE D WHITE PORTLAND CEMENT AND SONDARO PORTUNO CEMENT SO THAT,WHEN DRY,PATCHING A MORTAR WILL MATCH SURROUNDING COLOR PROVIDE TEST ' AREAS AT INCONSPICUOUS LOCATIONS 70 VERIFY MXIURE AND COLOR MATCH BEFORE PROCEfDND WITH PATCHING. COMPACT MORTAR N PLACE AND SIRIKE-OFF SU MLY Mso m HIGHER THAN SURROUNDING SURFACE LWO�• M w •w OP 1 i f NE j Tc� `yA\�' `9� ..�•.. a o s A.KENtVETH N � ALLEY o p NO 27761 -2 > 1 2 3 L � I I I I I I I I FM GO UKqp ASDEMM of{Mule I 8'-0' °MFR1W3 rig crw i > , I sFciaa:vort rn ��++rcrauieat< ` ro <� �� i s•v-pi To TW OF vwu. A ei/elc \� > uw umm am TO eaNF1,T EIEeCOKX CFIEFATOR - (--� Wo o ° A__ I-—-— o 0 0 I � JlRllt Prm ABOrE CL'0 l p I 40P ( iI/J� - I I ��"' • PIT-es CWAL am T I = ,jg I PD A D ma. I �• ram• C4 I x I 1 I ° � � girt DIDi• ,� d Tiar P 11!tll wm s s v eP 1 ATo Tw(w&a*" I X> cone w Mcm W~ C I N ELU ENT I , . I ANOXIC TA I MEMBRANEDIP CHAMBER TANK TO 4Y.TR I .9.-{' � X> --------------- 4 I 4 AERATION j AERATION ; �'' r „,.�, E"I ca" .`_a ov j ;�I�_w TANK 1 TANK 2 ; �• I ° � ! N 0 I C H w� I i+a•nu I wry myrr_ X> mti(w AP#J i W , m DVi 11 AT , NWALL#dW CA"a1 wa P" I 00" uOtR eaeaLATM-CA"TO et tau& uat NGTaIe C#ipam! TO MAW TMIAW Aa MANfACTU W sr Pion�� 1 ^ ns ePw 8!a M ao TO MANGN ns-muleWALL TTTj Ni. I I "o w ow�a�eT ur ritoi {. 4 I r eiv NO!' s LIM!!00) VJ• >,v I MF •YAS�f FYPIC�!) Ci C#w I i Jr �i• - Pl:G 4H -t•�y{. PD` L -N �• r {• o p I LVfiT W'4Ft WEPT _� ---- --- -- - _ _ :: :: Ip ___—_—_ _—_—_—_—_— —_—_ _ ��//�� Pi.► p Ip wrtsv wra ° vs ° tea• I — i PW WMATew to -►----------p — ----► N -- ----� ----_. ------1 tns uw nae) ary I v OH i __ sYtwew uole aus 1 ! I vi•is na•A#lJ Tfdr•rieeatelnia I I A r �� I i i-vrnas� a• N Pe#t4 1 ''' ,. ATo Pane w n•me — ————— —'—� tiaealwY aw ATO THaR T!)V!•i#Y ; n =' VALv!-aet arse s •.�v (r )♦ ;• �' DOW To P1Aat , �OW-CW VALVE aawTOPLCIOR � M --- — i Vj.� 7PW I I _ UP tulm a a" � t I I I p FV4StLOlOr I yj• - u - 4111164E Vf I COM. . r-ua�wo�or ,��•v-av essr�=r�cra �e,�r�ss I. I C7NiC =�b-va+_gL-Ov-A O—r' /Ij' -• jI Jl II I 10=DACC OWt M0UeTD r 1( Toa+. )-------- foAL LOAD Le u tw MY fsqxA• w A r wm I • Y,4 �{` I r 1 I p f _ • I —i rllPE WAR _L 1 I r u ih -- I BLOWER , R 0 0 M ,,,�„ p i ; u ��• sau I + rvw+ I p t2 awww w p I I GIMMP.. JUL Dint-wr' NM ass- o q RAM ONA" owm p aaeaoTaaes.wA#r / �' DAM INNER, w.. v1CaLOnor Ie4TaePaige �/w 314'Mii=)IN •uu rx�29WTOas ORAL Dad ad` miles r!-mule. _t Q rem` gee`39 LM t 2•V FVPYMTIe aae+net 1 UM-age `1YM1N0N�"NroRPwr � C� ANALnCLLDIWF- Tr)bwttsl^arJ OBAL Ceram HHMbOleellii]4A#i MM#2'V Fir00� m" - PLUNMNG WAYNE A. GRIFFITH 40 v cn ,V� � � G . P-1 o f ,HNC R LEGEND HANGER A PIPESYIr190L A@;@gE,�(, DESCRIPTION a Am" r, S/w SAINARY SOIL AND/OR WRASTE PPES/w SANTARY SOIL AND/OR WASTE PPE(BURIEDFIXTURE SCHEDULE ------ V. VENT PPEPROVE 1 ------ V. VENT PPE(BUREDALL PIPES BE 16 GA. fwm S./W. V. ON. Hm. DESORPTION --- C.W. COLD WATER PPE -- H.W. HOT WATER PIPE WATER CLOW-XCHUER MODEL H•.It�N27U Fux1R-IIOUBFD.LVNC 7N4 F_=1 4 r 1/r - VIIRDUS CHINA WATER CLOW WITH t3.CNOAiHD9 0MOM AND 6LWIIAMS G.� Q GAS PIPE TA IL UHT m NAME MODEL K-4606-C SOLID PLASTIC BEAT -WIN COVER NO K-7637 N OIE STOPS. O-- IF PIPING RISE OR UP PIPE HANGER DETAIL UMDOAR CARRIER LAIR MODEL K-1" waWO 71 -4 WRFDF-CMK HxMKFAIm � r r 1/r 1/r ARIL CORNER tAMeTGHr AID PNOUDE CI6CiWO 7e6-6e6 BETE-cLoewa t— oP/oN PPmG oaaP as oowN �MI1AlE COM E w �iw6x MOM OFFSET haw NIT TO SCALE PIPING TEE LOOKING DOWN Somm ONN-11 m MODEL K-66L2 SERMCE SINK W/ENAMEUiD TRAP J Y r 1/r H/r MNH$IRONER AID STAINLESS STEEL am GUARDS s0 F.C.O. FtNJSH FLOOR CLlANOUT(JR SMNiH FIG 4023) PROVIDE CHIC/IX),am fNICET. E�ome=SHONER/BLEONK'UNIT-ENCON MODEL olom U8 W/MODEL ON D.C.O DANDY CLEADUT - 3711100D-WIVE CARET MOM ON WAIL-PROVIDE CHECK VALVES a i S JUT-OFF VALVE(APOLLO SERIES'7D-2D0) SHOT-FF WIVES w I'm a Dow WATER SUPPLIES. m Pa, a aMIE�Ill9off } >� EMEROEMCY EYdK41/iam"NG W6.VE-Boom Room 01omm W/MODEL i mw saW. STOP AND WASTE VALVE(APOLLO BB-2W-01) 1 1-1�, ,�„p p� �a - - - 3/r o1aaL7I2 1TffJ10lE II a0 UMBER MODEL 911%&-8p0a-PIDVDE CHECK t' Coom- VOILVEB a SHUT-OFF WIENER M HOT k COLD TATTER 91FPlJE4. GA$COCK 1-1/,r wMe Mime w M 1 w®10A�1'iUL CLAWS Amm (Ur— P.T. P-TRAP •aaDlum w P40. 1�, , FU m COSH SIA m All 1.THE C6LGt M ALL NMIR6es s w ME McMIE �+9 e'0�lolammilmm :P=2 TOIISE w wNE slWnoM NO �-16 MOWIo VMtVE oN NOT WrEet aIPPn(YEN AT 11en —�1 Ha HOSE BOB(CHICAGO MODEL 966) I Or 11D ID N%mm )TtmUHDH s 6noP � W.H. WALL hIYDRANr(J:R.SMITH FIG.3B0B� �Mrt_oEr w tsT VMLV[ Q F.P. FLOOR DRAIN(SEE 9EHEBULE-THIS O WG) lyr1_1/r � ow F.c. Now - _ —0�— TRW PALER TARE— T.P.W. 7W PRIMER WATER PIPE FLOOR DRAIN SCHEDULE W,aT: WASTE a TRAP BERrI� FULL._< n rc) CONOIWIE IMF DElawlae VTR FM V THIN ROOF a ac. TYPE WaLTmDlI IINMIrYceeMme as w. 1�/ �Q 'IC 11ENIeM RAM AM 1MM Ssm I6YE 1RM PEER WNIDOTiHI w ON. INVERT `�61 P.C. PLUMBING CONTRACTOR GC. GENERAL CONTRACTOR E� E.C. ER.ECRRCAL CONTRACTOR WATER METER DETAIL GHEATM VENTILATING AM NOT TO SCAE AIR CONDITIONING CONTROCTOft A.F.F. ABOVE FlHSHED FLOOR T.W. TEMPERED WATER A.F.G. ABOVE FINISHED GRADE CFJL CUBIC FEET PER HOUR M r ", 71PE Y CCPPFit-FEE ME M��1 < . DaOMIC ar-1 TOR WWI CHICK Vn>E(IV.) TAL j e va FRAME N ow--Qw VAN("INN FAIN FOOT(61AW) PLUMBING NOTES , . --•.aT PPC •Mw6 1. THE WORK COVERED TRY THIS CONTRACT SHALL NICLUM UNLESS 12. PIPING SPECIFIED,07HFR WM TFE FURNSHING OF ALL LABOR. EOUPMEM. �q Pg aMIIHMAL P TDOL.S,faDOL1G..HOISf81G,STMIBIG AND MATERIALS AND THE (A) SANITARY Man PIPING BELOW THE SLAB SHALL IE COATED. S-s' rNIeB Mom BN-8W1F PETIT E OF ALL.OPERATIONS NECESSARY FOR PROPER'AFD SERVICE WEIGHT,CAST LtOF1 PPE WITH HUB JOIRS EiWBiG /{ WN P F) COMPLETE EXECUTION OF THE WORK IN ACCORDANCE WITH THESE REst ANT RIBBEN GASIOIS. PIPING;ABOVE GROUND SHALL BE 'L'E DRAWINGS.SUBJECT TO THE TOM AND CONDITIONS OF THIS OF SERVICE-WEIGHT CAST IRON PPE WITH MASSACHUSETiS �Wzi m(MY aDJ CONTRACT. APPROVED 9W-HUB'FITTINGS. VENT PIPING ABOVE GRADE,TWO Elm ACHES g('�AND SMALLER MAY BE TYPE'N'COPPER TUBING 2 ALL WORK SMALL BE INSTALLED N A FIRST-CLASS MANNER CONSISTENT WITH SWEATED JOINTS OR SaE ULE 40 GALVANIZED STEEL PPE WITH THE BEST CURRENT PRAGTECEL ITEMS NOT SHOWN ON THESE WITH THREADED.DINTS. DRAMMCS.BUT WHICH ARE lECESSAR(70 MAKE A COMPLETE PUUJMBING SYSTEM INSTALLATION,SHALL BE FURNISHED AND INSTALLED AS PART (9) ALL DOMESTIC WATER PIPING ABOVE THE SUB SMALL BE TYPE OF THE WORK UNDER THIS CONTRACT. ALL LAYOUTS ARE DIAGRAMMATIC 't.'HARD DRAWN COPPER TUBING. iUSNG AND FITTINGS SHALL 'MIMM� AND FINAL ARRANGEMENT SHALL SUIT FIELD CONDITIONS. BE JOHm WITH LEAD-FREE SOLDER AND A NON-CORROSIVE FLUX SUMP PUMP DETAIL WATER TUS BELOW TIE SLAB SHALL BE TYPE x soFr TT9IPER [,�A a ALL WORK s1M+u.BE INSTALLED N CONFORMANCE TO iTNE GOVERNING COPPER TTJBNNG wnHl COMPRESSION HTmNos. NOT w SCALE MINIMUMCRITERIA NO IN STANDARDS GALLED ELATIONS AND ORDINANCES. THESE RIMUIREMENTS�ON (C) GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PPE.CONFIl1R LNG CODE.WILL BE ALLOWED. OBTAIN AD WITH ASTM STANDARD A-"-FTPHAY RWALLNMBUYCDISS PERMITS AND,APPROVALS REQUIRED BY GOVMW AUn4ORMESS AND INSTALL,ALL WORK IN I& VALYM COMPLIANCE THEREOF. UJ SHUT-OFF VALVES O INTERIOR DOMESTIC WATER SYSTEMS ES;A 4. ALL MATERIALS AID�SFYWI.CARRY THE STANDARD BE FRONDED ON WlBEOTONS 70 EACH GROUP OF FIXTURES AND WARRANTY A 4jMW ALL DEFi:CTS FOR A PERIOD OF NOT LESS 7"ONE FIXTURES FED SEPARATELY FROM PIPING M AJNI. VALVES SHALL YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK ANY FALLT DUE BE.OF THE BALL TYPE WITH SOLDER OW TO DEFECTIVE MATERIALS,EQUIPMENT,OR.WORKMANSHIP WHICH MAY TEMPFRWG VALVE DEVELOP WITHIN THAT PERIOD SHALL BE MADE GOOD,FORiHIMDI, BY (8) GAS VALVES SHALL BE FURNISHED AND INSTALLm AT CONNECTIONS (SYMBIONS 7HERW0:•RR AND AT THE EXPENSE OF THE PLUMBING CONTRACTOR, INCLUDING ANY TO EACH APPLIANCE AND AT EACH RISER. OAS COCKS SHALL 8E MODEL N0.8-130-CIO( DAMAGE DoN ALUE��MA71ER"AND OTHER SYSTEMS RESULTING BRASS BODY 11EE-HMME TYPE WITH BOSTON KEY F1 .. THERMOMETER r 14. HIANIDERS PWOMI� T S. THE PLUMBING CONTRACTOR SHALL CONFER WITH ALL OTHER CONTRACTORS AS TO THE L009M OF TIER WORK BEFORE BEGINNING (A) VERTICAL PPE SHALL BE SUPPORTED BY SPLIT-RING TYPE 1 THE R SO LA71ON OF THE PLUMBING SYSTEM. HE SHALL INSTALL ALL CLAMPS. HANGERS ON HOMMWAL PANG SHALL BE OF THE WOW IN SUCH A HAMMER AS 10 AVOD INIERFQRENCE WITH ALL OTHER CLENS TYPE.HAVING THE FOLLOWING SPACING: s SHUT-OFF VALVE(M.) 1RAOEs. (1) CAST NWM PIPE-W-0'AT HUBS FOR FIVE FOOT(81 ` ( ABSORBIM) 8. THIS CONTRACTOR SHALL STUDY ALL RELATM ARCHITECTURAL. LENGTHS;ONE(11)HANGER AT HUB AND ONE(1)AT 1� x STRUCTURAL,ELECIRION.AND UMM DRAWING%AS WELL AS THE PONT FOR TERN FbdT(TO-)L mmm SPECIFICATIONS AND ALL OTHER MAILABLE INFORMATION PRIOR TO • SUBMITTING HIS BID PRICE. THE BIDDERS SHALL ALSO FULLY WOW - (2) COPPER 7LIBDIG ANY STEEL PIPE-6'-0' _ THEMSELVES OF ALL LOCAL AND STATE OWE REOURDAI N& AND SMALLER; lW-O'OX. FOR 1-1/2' GAS PIPE 1'THICK PURE TREATED RELIEF VALVE �r' Q �� Oti1w- ANTE TEMP. a PRESS. 1ACITIMN RELIEF 7. THE PLUMBING CONTRACTOR SHALL VISIT 7HE SITE AND SHALL VERIFY I& DOMESTIC WATER PIPING ABOVE THE SLAB SHALL BE WITH Q� � I Cr �wt rlA WOODSMP BETWEEN PIPE ( LOCATIONS FOR CONNECTIONS l0 SERVICES. ANY CONFLICTS BETWEEN H E*ff-DENSITY FlN3WLLS8 INSULATION,ONE LEM(17 WITH THE DRAWINGS AND FIELD OONDRIONS SHALL BE BROUGHT 70 THE A VAPOR BARKER JACKET HAWING A SELF-SEA NG tL/I11PP ALL WATER 0. A eanee+wr► 6~ 1'GALVANIZID STEEL A BLOCK UNION ATTENTION OF THE ARCHITECT BEFORE THIS CONTRACTOR SUBMRI HIS PIPING STRAP- SECURE TIT ) PRICE FOR THE WORK. CELL NEOPRENE INSULATION.�BE COVERED WITH 1/2' CLOSED p � am ram. Arxw BLOCK W/GALVANIZED SCREWS FN.neTTlc D.W.H. 8 SUBMIT SHOP ORIVNWDS OF ALL WUPMNE7R AND MA7ERALS ILO BE /8. ALL PLUMBING FDRTIIRES AND EQUIPMENT'SHALL BE FURN AND •OMIT FULL SIZE HUBBELL RCORPORA7ED IN THE WORD THIS CONTRACTOR SHALL ASSUME ALL INSTALLED COMPLETE WITH ALL SUPPORTS.TRIPS. A71tl� rr 10"X10'Xi-1/2' e'x8'x8'PRESSURE TREATED FULLS GE MODEL E50-6.OSL COSTS FOR ANY ADDITIONAL CORAECTIOIS.SUPPORTS OR CONSTRUCTION FMEMS,AND ANY INCIDENTALS REQUIRED TO MAI E*A FOR 480V., 1 PHASE I REQUIRED FOR MATERIALS WHICH ARE SU89fTR ED FOR THOSE SPECIFIED. DWALIA7HON. BOARD PROTECTION Mro00 BLOCK GRADE r HIGH x TANK 0.D 9. ALL MATERAL.S PN�ING.FITTINGS.FIXTURES ETC. SHALL BE 17. ALL PLUMBING srsTBM WOW SHALL 9E TESTED As +4' Cam' PROPERLY PR)tEC1ED TO PREVENT OBIIRIlCID11S AND/OR DAMAGE LOCH.PLUMBER NSPMFCTOR AHD ALL DEFECTS SFWl BE PAD�) TO HIS SA7ISFAC110N AT NO COST TO TIE OWNER. DISS OF 19m. 70 RUN T PPE i TANK DRAIN 10. TW TSIRUCCTTUR PATCHING E SHALL BEEP D GENERAL�CON RWM SUPPORTS SHALL BE PItM)W ON EXTERIOR GENERATOR GAS PIPING ABOVE FLOOR AT W-O'INTERVALS 8 AT EACH TAKE-OFF OR CHANGE IN DIRECTION. IT. ACCESS PANELS SHALL K�THIS CONTACTOR AND S FLOOR INSTALLED BY TI-E GENERALH MA �� SEC w.a eaa AYNE A. P� GAS PIPING SUPPORT DETAIL HOT WATER HEATER DETAIL CD C G RIFFITH � « HINT TO sous N,. 35519 NOT TO Sca E 4 G Y-2 _ - ... .... .. . o� DIFFUSER, GRILLE MSc LOUVER SCHEDULE p �}y FlN MAKE—UP AIR & UNIT HEATER SCHEDULEMANUFACTURERM . TYPMANUFACTURERmomL No, MolN,no Stff ,MICE D,DN 6 1141 ARE/, YODEL 11D. �NRif S am IP ,pta9 PH HZ flOm S LEGEND (0 I T VI'1I:E JI'SAILEY A64 SIDEIVALL War 26"x28 125D SUPPLY NO. SERVED MNLIFACIURER OUTPUT t I TURLE!BAILEY ORE-500 CEILING 19'x,9• 20•x20 2250 SUSEXHAUST MUYh1 ROM RE2NOR 'SCE-160 1s0.000 120.00E 12501.75 460 3 a0 -... i - FM FE7.D_,D•�� R T"to SA M CRE-O0 CE)UNG ,a'x,6" 20•x20 23OD-25WRERM/ YUA- RTRO� RJR SCE-150 150.00E 120'6000 1250 .75 48D 3 80 OR CELING REGISTER v RENTa►/ uli'-1 TRFA1E REZr10R sFf-75 7s,000 6aaoo 9a0 33 120 , OD R MILE!am" �-500 CELING 9•xa• 10•x10 100 n4 1' UNDERCUT DOOR(BY GEN L CONTR.) 3 TMENT t RU9(w ELF637MC WED 24 x18" - 720 WAKE WITH INSECT SCREEN UH-2ROOM REZNOR SFT-7S 75A0o 80,00E 980 33 120 1 60 � SUPPLY DUCT UP U) B WALL UH-3 REE NOR SFT-75 75AW 60A00 950 M 124 +160 RE7IURN DUCE UPRU9a1 ELF637S1T LIOUN7ED 36•x30• - 238E NPNE WITH INSBCT 9CREII1 ZRtISItlH E1f6375X WALL - lIH-4 REEiOR SFf-75 7aA00 60,000 960 M 120 t � 24id4' 125E NTN(E MATH TNSECf 9T2t@1 J 16x6 OlIC11I0R1C(E11RST N0.DOidits WIDTH) FAN SCHEDULE VD V01UME°"MI)ER F fIEIL AREA S.P RPM HP VDL1S PH HZ ROIARKS OT TEMPERATURE ADJUSTMENT CONTROL ITEM SERVED MANUFACTURER MODEL NO. CFM ,NCH SSC SOLD STATE CONTROL SWITCH BASEBOARD HEATER SCHEDULE EF—+ MOM aRmu+Eac cueE-too—a 22so o37s ax 1/3 120 1 6a SEE MOVE#1 ROOM G C cFaNERAL GOH[RAL10R 2 REF- CREENHECK DUBS-200-5 230E 0.50 690 1/2 490 3 '.60 SEE NOTE#I AF.F. ASM FINISHED FLOOR ITEM SA MANUFACTURER mom NO. LENGTH NAING Offm KW VOLTS PH HZ REIIINCS EF-3TREATMENT G�IHECK CUBE-200-5 2350 0.3E NO 1/2 480 3 60 SEE N01E++ O8D OPPOSED BLADE DAMPER BB-f RILE 0-MARK CBD-2374 4-0' -%13 1.0 277 , 60 EF-4 RT O YT OREEHMK CUBE-95-C 100 0.125 8a0 1/8 120 1180 NOTE.PROVIDE CODOW48M AID GROW BACIORAFT OMMIEItS WITH All EXHAUST FAMS, 2 Q 720 24•x IS*(OUTDOOR AN l CFY LOUVER AT 3'-0•AFF i i I I � i I I � CD-AXIAL WALL E T 24'x le MOTOR OPEPATEO I PENETRATION AT�u I DAMPER ) 10'—a•AFF 'THERMOSTAT WITHIXSULA7 THERMOSTAT INSULATED,BACK HVAC NOTES ---------------------------------- A O < 1. THE WORK COVERED BY IRIS CO TRAOT SHALL INCUOE,UNLESS 9-MIREDORg0MISE.THE FUtli9HNO OF ALL LABOR EIO WMERT ;0 g- OF 491=10SR ZZ NOCOMFLEIE 110 K�ANO INS DRUNNOS.S�1D THE 7ERMS AND VITH THESE CONDITIONS OF THIS CONIRACf. 2. ALL WORK SHALL BE STALED IN A FNST-OUISS M0N ER CONSISTENT PRA WIU.L O N WON 1HE BEST CURRENT CTICES HEIST NOT SHOWN OH THIN .-- ,0PE DRrRM BIT wm ARE 1lUXSSFRY 10 ILME A COMPLETE MAC I Q L -Lj SeSiEw WORK 1�THIS COMpCT. ALL LAYCRS ARE DVdWmIMTC S �, S N SHALL SE FURMSMEI)AND INSTALLED AS PAIIT > O FINIAL MNAIN.EAEMY ILL SUIT FOLD OOIOIIIOML I ' I L Q 3. ALL WORK SHALL BE NSTNIED IN CONFORMANCE TO THE DDYERWO ��' LL ODES,RewAx DNs me OIDwANCES. THESE REDUNEIEm ARE MNNIUY CIIRERN AMC ND REOUORDNS N SWDYDB CALLED FOR ON % N, I I M� IHE DRMMM%PERM TIED BY CODE.WLL BE AL LOM DEMAND 1 00 LLDU�S,, IS AM AFPW*LS r 1 ff ^ UU SY GOVEMINGF. NXMOIN ES NOD NNSIALL All WORK IN I Z <`4 COMPLIANCE4. All HWELILS AND WORK AISHIP SILL CARRY IIE SWOMD , \\ DI P j J I JWWVW IY AGAINST ALL DERDCXS FOR A PERIOD OF NOT LESS THAN ONE \ LL YEAR FROM TDUECTNEHE DATE OF AOCEPWDE OF DIE VML ANY FAULT DUE I War EXHMUST j: RISE : � \ TAN K � DEIAEZDP 1WTENWTHNN 1W1 14NT DDSMALL�BE�PORRiNDM WHOM wBY A SD,�$ � R a AND AT THE EXPENSE OF THE HMUD CONIRACTDR rMcuDNMc AN r -' MEMBRANE O CAbiAGE°01FMLmIE"�OO.MMENM$FROM THIS A/O omEt sYS1DAS RFSULIHN9 I INFLUENT _ ``\\ `1 a 1ME ANC CONTRACIDR SAL ooRFER WITH ALL anER zo•X 18` Jlv-`-j �� CHAMBER 'HAVING A 4" ' 0 CONTRACRUR9 AS ID THE UKXRON OF 11ER WORK BEFORE BBcwMNO /_ i ANOXIC X I C TANK - - -- - 81&L�Dm 47 Q :ryz THE NSIMAIDN OF THE HMIC SYSEIL-HE SAL NSWU.ALL - _. AERATION - - T"°RK IN SUCH A M9wOP As 70 AVOID NTBMOIQ=SIM ALL OTHER 24•x ,e•►1o7oR OPERA ; — , TANK 1THFA)TRUSSES t \ s '�' LL Q a THIS C MnVaOR SAL SRIDY ALL IMP=MaiTLRURAL. DAMPER (TYPICAL) I ` t / W Z SIRUCTIML ELBCT6CIL NO PLUMBING DRNNIM M WELL AS THE ( y 1 - -�� j LO z ,B:"OUTDOOR AIR TO 9UBHMIIIIQG Me ALL CMER AMMLAILE tIS BID PPAM TH INFORMATION PRIOR WORM 24''x le OUTDOOR AIR LAl1VER AT 3'-Q'AFF �Q THEMSELVES OF ALL LAGL AND S7AlE CODE RFDII/EIlEMT3. lO1UVER AT 3'-0•AFF \\\ 7. THE HIMC COMTRACIOR SHALL VISIT 17E 9�AID SHALL VERIFY 20"td0• DUCT RISE ` �_� \ 2IANING EXORMUSF Ol1CT RISE DA x 18•M010R OPERATED J OaSIBO COIMMONS. ANY CONFLICTS BEYEEEN THE DRJNN IS HIVIN G A 4• SUMP FRUD/aNG A 4'DEEP SUMP "'-�' k ALL WELDED JOINTS 1£ BEFORE 7m a BROLKINT CXNTRACIOR SUBMITS THE A BMITS HISS PRI OF do ALL r FOR THE WORK x may- a SUBMIT SHOP DRWMNGS OF ALL EQUIPN:7T MID LYDEION.S 7%)BE , ITO RIJN x 1 1 I O NODRPORATED N THE WORK.THIS CONTRACM SHILL ASSUME ALLTRUSSES CFM DUCT TO RUN 1 CUSS FOR ANY ADDRI NAL CORRECIIONS,SIPPORIS OR CONNMICDOM 720 71FRU TRUSSES U, FLUE FOR MATERIALS ICHH ARE SUBSRUIED FDR THOSE. S. ALL HIIBC EIIUIPAEtNf SAL BEPITaM'EALY PROTECTED 70 PREVENT cFM �'J AERATION A N 0 C \ ,IOWAT WI OBSRUCIDNS ALL AND/Olt DAMIAL COIM - TAN K 2 - I � TAN � - ,� I _ � �- - IE,0R tRIHE STRUCTURE BE P owdv BY DEIFRAL COIDVw'IDR N CO-AXI I 11. SHEETMEWs PENETP L WALL FLUE I �ERE7RA110N AT I A ALL SEEIUEUL WORK Sall BE ERECTED INA RRsr CLAW AND /D'-a'AFF 3 � WORT MNLIE MINER N ACCORDANCE WAIN fXONS1RUC110N 1 FOR VENTILATING NO AN CCOTIDIrIG SISMIS A3 PtINJIHm EN THE SHEEIMEIAL AND AN IDITI�INNO CONTWYCIDRS RATIONAL 1 ASSOCAMD N N, C. a ALL CUCIMDNC SHILL BE BEST BLOOM QALMMIZED STET OF DNIGES a•DNA. FUZES CO WALL R AS REDOMMEDED SPY SLLADRM. F�IU- WALL �� ® � NWMIIOHIS It PROVIDE A COMPLETE ElEUX1NC 117POtl1T1RE CONTROL SYSTEM TO o 16•X 14• t OPERIOE ALL OMP61S.FNLR UINf HfAMM AND MIME-UP AIR U IM 18'X 14' TO RIJN \ 7E SYSTEMS SILL AS FOLLOW& x 7R113S6 A.TiENLENT Raw-N MODE_�1__801H MAKE-UP AN UNITS SMALL BE � _ - -—- - -—- - -—-—-—-—-—- - AIO 8E JIVE 7D s1A11ti�s Y UfE1t#SPECINE'DERN06TAT& ---------------- x -—-—-—- - c'2M —- — IIn��' � ATII6 N THIS MDOE EF-2 SAL N W? �EEROQm.N —_ _—_—_—_—_—_ _ —_—_ W6NE��.�L-3 SHAL IE EI�IO®NO NL�DMIPE7L4 ` Ir DUCT o L o s AT Lp IYIwIL CONIROt POR�YO OPERATION SILL NnDMATN%ALI.Y _ DROP 70 12"A.F.F. II 4941250 _ -. MODE, /MODE 2 ° W/HNUND6TiVT 6�OM FLUES- a � OVERRIDE s a ALL T HIMERS SHALL ONIAP S WISH 111E6 N5PSCINE'RIERIID== 36•x 307 MOTOR t �M UNIT - (%T AT w) OPERATED DAMPER C.EXHAUST HW EF-4 SHALL BE E1ER0®WITH IME LIGHT SII11T2I OF a cHm HAt Y4.LA. j 71E low ROOM. r , MAIN Ix dem D.EXHAUST FAN EF-, MM ITS D.A.OWM SHILL a�7NE ON A LOR•AIxER AT'2' D AM A J ,s. o ( atE�AAu HAFMMNt 1250 REVERSE-ACTING TI;bQka TO BE OERO®INEN THE SPACE 1" HYIHI swe vMAx IEPEBATtIRE DHCfE03 W. e I I t HERMOSrAT / A SO aN NiAHNIY uNo Iv I JA CFM 24"x LM070R A.o.6ra.Al aPa:A,EDEO aR 80 ° 3 t3 ° ----- M1*LN 24"x 24•MOTOR O"X{ -� OPERATED DAMPER _ l BLO ER ROOM n® ® ; ,25E \ OF >rn a � NES � 1b"X 14" y ` Zr z 24`INTAKE FLDOBLE OONMfT:TOR(TYPICAL) � Qa� � OC G�Rtl WAYN': . PLENUM 24'x 24'NUKE PLENUM GRIFF1`H w CD 18"X lep _ ^r T WI DN 4 I No. � ,9 I FLOOR PLAN - PLUMBING _.o z i. 0 �X 4 O Go O I.. rn , Z M a� s 40 n I 1 Q o Q II , _ i , 1 i I _ cow i I, I - 1 �.. 1 •, ___:.:.. .___..�_.:._ _ ___,,:. ___.; 1 SUP` I �+ SUP FIT. SEE , IJ PIPING VVGS. . . • • NL • • 1 i I a Z I ' E 1 E INFLUENT AERATION AERATION MEMBRANE DIP ANOXIC TANK I TANK ? TANK 2 ( CHAMBER TANK �I w . 0 a Z< f i I A I i I 1 _ 1 CODNL • 'i •, • METER _�_ • �, PUMA Yg' a b r D p I -- 1 , j ! C f q I METER TANK I ' ,n-! { 3 'T-) 23 I .611E !.f i ------------ -- r - t C EF-� ,i `'9 owa•i n, c+c R� SEE E-4 i. � � U No 44 6DAM Oftil" r , WIN o+aab•c wnw.r ` �. - t w NIt JMMH� soft •alas vr.r... , rn ,�_7 ,Tmlc -�,. :' I( l I +� _. i..J Aw.wen softE3LCliR R©OM LS "� x Y if I j,.ra .:_, P .� .F:ol �A 1 v G i Z� G O c ro N I r W rn =o i i 36• X IW LOUVERED AIR INTAKE 5« a3 IOERIDN IN Q HIGH SW - W ------------------------------------------------------------------------------------ 49' �...__LS-D� Ir• 30A 3P UFRT NOV - 1 1 LOCATE AT CRANE I CONNECT. A i — _ _._ _ COORD W/StiPL1ER LS-3 ; J DOA `• CDN I U rti a III .. I N ! 4 G i — RECIRCULATIONPUMPS 1 SUP PIT. SEE .. N PIPING DUGS. 1 1 1 1 1 1 vP J �i a I , i 1 - Dip i Q pp TANK I i W N • INFLUENT AERATION AERATION � ANOXIC MEMBRANE � V 1 ANOXIC TANK TANK 1 TANK 2CHAMBER CHAMBER i 36• x 18' LOUVERED D 36• X 18' LOWERED AIR INTAKE Ph1 AIR INTAKE 3I SVITl31 1 �! 1 - ( • 1 i ( 4 , To TRANSFORMER Iry _N12 AND 1 l2G y7 t.l..+ ILS-6 SWITCH 1' ~�, ROLS PVC j SEE RISER 10011 t 1612G DIAGRAM '.. 1• ►VC i N10 L Ir10G-1 1/E' I _ - ' t }^ ( _ O t0 QINOER PUPS • NCONTR CONTROLS I ' ' i`I •�, , To .w,,} PAD IN TANK 1• PVC _ — ^� �.._._ _ S I .8' V AL 10•1 r I 1 4 1 NOG RIND 2 TO FLOAT ALARM - CONTROLS T -- PERMEATE PUMPS SL 2r12 L Ir12G-10012 1. •CP• 3/4, PVC\ _, { i10IRG NR LS-3, - J W N3f1TRlti -! ' IIN3•• I 1 i I'I ,y,._'` PANEL t• Pvc-�C'",. fir) ' 300 GAL. ��4raii ivc� i METER i 'Q f { PUMP �( I, CONTROLS 1i t.. s ; TANK I•cF- 11 PVC 1 my VP CTRas 308 S 1r1OG 3"t ISIOG `�_I ,., METER TANK N I r t i t�. , 011 cr V PVC I• PVC --._._. ,� 10 4 trtoG- ItyINw16 _-- J ; I Ivr PVC To DOSING P1AP N ale Lln2G N10 AND 1r1oG � i� I r PVC —5:.►- - CHAMBER •� 3/1• PVC Cr. 'a{ �r` o fx� I 1 yr t0 CONTROLS S LS-19 CONNEGt IN CHANTER A J EYE WASH if 36• x 36• LOUVERED 1 C• -AIR INTAKE i 4J---._.p i� i t-.....i—__._ �i i /��/i);' AR LAW. C'r, B E 1 �� '�E Sal owrN•.. ue ! r-r LAP No. PAn sswr.� I n '...�I Q a LS-21 COrEGT ,_,^` ii O N an ram. wr,Ww ` HEAT TRACE CONNECT i AM {— .c.u. Nv...• WATER NEATER UNTROLS LS-2 l LS-•J p J .e T S i 6) i I Ls'7,q 201 0A Lw ..«. BLOWER ROOM J�rr��1II�S-z HS Ls i ;1I x ___-u�T I� 'r�'u �_. ,air s ;",<.r:J 11 s_.._—•---`-� 30A 2Pan 6m CJ� - — Q u - -- AIA N10 L I•IOG- I I/r PVC - - ' TO GRINDER PUPS ,Ib—trl{4 r12G- I• PVC J FLOATS LIFT STATION ii TI a tc .,.� • f - f — ED P.M.14 GA. WELD —14 GA. WELDED P.M. 14 GA. WELDED P.M. FRAME GROUT SOLID FRAME GROUT SOLID \ FRAME GROUT SOLID TYPICAL TYPICAL TYPICAL _ I6 Ga. INSULATED (R-'1 MIN.) / :(2> IL Ga. INSULATED (R 7 MIN.) , _ HOLLOW METAL DOORS HOLLOW METAL DOOR • '- X �'-O X 1 3/4 DOOR SIZE: 3 O X 't O X 13/4 I6 Ga. HOLLOW METAL DOOR DOOR SIZE. 3 O W DOOR SIZE: 3-O X i-8 X 13/4 \ PROVIDE HARDWARE AS LISTED \ / _ ,.52 e \ - SCHLAGE �BKO DEADBOLT LOCK W/ .. PROVIDE HARDWARE AS LISTED/ _ (� PIN KEYED W/ INTERIOR THUMBTURN) PROVIDE HARDWARE AS LISTED ,, E - CINDER LOCK - l�-PIN KEYED EACH FACE)> i - HAGER CAST DOOR PULL ><�N BEST CYLINDER 25'-4" b I - BEST CYLINDER LOCK - (I-PIN KEYED EACH FACE) 25-4 2 O MOUNT AT INTERIOR dd 1 1/2 PAIR HAGER BUTTS - FBB119 x 4 1/2 x _ F.O. __. 'LAVATORY t i/2 'PAIR WAGER BUTTS FB8179 x 4 I/2 x ENTRY DOORS - i-EACH 8CHLAGE HEAD t FOOT FLUSH ENTRY DOOR 4 1/2 x NRP x US20 • EN Y D 4 v2 x NRP x us26D 24" X 18" LOUVERED • "BOLTS AT INAC�VE LEAF - - CUSHION STOP x AL. VENT LCN CLOSER 4111 X CUS O DOOR. 4 AIR INTAKE E U� E >r 473A 2 3 ( THRESHOLD BEES S _ DOORS. O DOOR. 1 I . HAGER �t835P CONT. ASTRAGAL AT - �- OO O L - REESE #54'13A ACTIVE LEAF I THRESHOLD E l IAC_ I SWE EP BEES O I'19 SW « TT FBB x _ v ER BUTTS 3 PAI R HAG B 4 1/2' x 4 I/2' x NRP x US2LD - REESE #169A 2 O SET WEATHERSTRIP S " ' _ _ SERIES HOLD 12 C.M.U. N N '10HSR S L NN JOH SO : 2 G Y W AL L AM DETAILS HEAD/J B OPEN/STOP t I BELOW FOR SEE HI J B CONCRETE LIMITS O CONCR _LI I S A. WELDED P.M. RAIL 4 HIGH HAND G 3 6 G L i THRESHOLD REESE ><S4'13A WALL BE OW FRAME GROUT SOLID I ALL AROUND, TYP. TYPICAL _ — — SWEEP REESE u'101AC O —' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ Li SET WEATHERSTRIP - REESE #10A DOUBLE GLAZED WINDOW N C LJC /1 A MC ETFiiL.cr - : SEE HI t JI BLOW FOR , EAD/ D _ I � L I6 Ga. INSULATED lR-� MIN.) / � HOLLOW METAL DOOR_ • O I RECIRCULATION ( I 12' C.M.U. DOOR SIZE: 3 6 X O X 1 3/4 SHIPS LADDER p u+ PUMPS, SEE PIPING 1 WALL £ �� + '^ I ON It TREADS D DRAWINGS / Q -� .r 4-o A I SUMP PtT, SEE O i PROVIDE HARDWARE AS LISTED � PIPING DWGS. ! r• � �-� DOOR AND FRAME TYPES 1 BEST CYLINDER LOCK - (1-PIN KEYED EACH FACE) SCALE: I/4 -i-O 1 1/2 PAIR HAGER BUTTS - FBB119 x 4 1/2" x' . _ v :v .• v BLOWER RM. � 4 1/2" x NRP x US24D v v. v DOOR: 5 I - LCN CLOSER - 4111 X CUSHION STOP x AL. p DIP O I c.. w _ - TANK THRESHOLD - REESE 45413A (YH / . Z 1 r ( p SWEEP - REESE x'101AC W W 1 I-O _i Q 10 O 10 O 1 ' SET WEATHERSTRIP - REESE ft1i9A O 4" O sW I « 1 I « » 11_ « I � y �. a Xz _ DC WQL gW W « Na to m 4 O 3 2 1/4 x 2 x 8 LONG ADJ. BENT STEEL p W X P . STRAP ANCHORS, MIN. OF 2 EA. JAMB. ! �V O — AERATION N � AERATION ERED , _ Z STAGG � !lL _ _ X TANK Z THRU WALL FLASHING , TANK I 4 W � O O v « Z V U 7 00 W/ WEEPS S 2 8 O.C. O _O L N , ` ^ N ., Z r LID _ N a O W ul GROUT CELL SO r d GALV. STEEL GRATE 1_ . M zWTF RM W/ 3 6 GALV.PLA O Q C.M.U., TYPICALRE-BAR EACH : ...:. , >WJAMB, TYP. :;';;-' STL. RAILING. SEE 31TE DWGS.. ... Hz pTx j L SEE :'';'. : - �W vSTL. LIN E S. : . zaa uSTRUCT. DWGS. —C.M.U. WALL, TYPICAL '.•:';'. U "v 0/ oor W�C.M.U. WALL. TYP., Q O O�CW _Z FINISHES VARY TYP. ! wW X- (3) ANCHORS, n.N wa SEALANT EACH SIDE EACH JAMB NQ N . LADDER 3 i ::: v « PRESSED METAL (WELDED) ANT :: 1 " 20-� STAIR O = FRAME. GROUT SOLID TYP. CONT. SEALANT TYP. . EACH SIDE. 25 -1 4 6 ` v '., Cl2 x 20.E STL. CHANNEL FRAME, O 2 R ac O - :�: EP � � 2» ROUT SOLID TYP. M t 12 8 : .: STAIR 4 DE N , 2 PRESSED METAL FRAME, �+ ,n •:•: CONTAINMENT n.cn 300 GAL. « 1 :.;.. TANK 9_2. • GROUT SOLID I-4 2-3 -I 9 .. BASIN ��7 • 115/I6 3/4 DIA. STEEL ROD BURGLAR C) - - 15/I6 BARS s i' O.C. EACH WAY }� d 5 3/4 v M.O. :•;:.:;. `?• � D I-O 3'-4" 3'-10" � 8 C.M.U. WALL I 5 3 I O 4`-� i ::•; Jz M.O. PUMP STATION _ p CONTROL PANEL O 9 �- - i :'. p va 2'X2' VIEW WINDOW. 3, a- :.:;:• U DOUBLE GLAZED x• " �'. rJ2 1/ENT JAMS/HEAD � aw ETAIL TYP'. JI EXT�RIO�''i JAMS, TYe C.M.U. rHl*`NHEAD DETAIL. � O � DEEP PIPE •- �N WALL O . • 2 D 45 O • _ SCALE. I I/2 I O SCALE: I I/2"-I'-O" SCALE. I I/2 1 D � cn �- i' TROUGH W/ GRATE A-I V.C.T. FLOORING A I A I � OVERHEAD A i 1 1 SHOWER t LAV. VIEW WINDOW SHO IX2 V W .r � DOUBLE GLAZED i EYE WASH • - o B - i _ 36 X 30 LOUVERED � - AIR INTAKE VENT r GRAB BARS - « « N " WATER HEATER O • 24 X 24 24 X 24 Q i Q INTAKE VENT BLOWER ROOM ! o INTAKE VENT N a - O 12 C.M.U. O O N � WALL r 1 R-11 F.G. BATT_r ROOF CURB SUPPLIED BY O HVAC CONTR.; INSTALLED INSULATION ! BY ROOFING-CONTR. RUBBER OR URETHANE ROD STOCK IN PLACE LPROVIDE 2 O WIDE X ADHERED C «_ 1_ . i O HIGH X 2 THICK FURR OUT. WALL 4' l Z - ADHESIVE SOUND INSULATING A O R SEAL BONDING ADHES SU E PANELS (SPACE AT • « 4'-O' O.C.. TYP.) - A-3 , FLASHING W/ LAP SPLICE A 3 3 ELASTOFORM S G NOTE: • _ ' VERTICAL GAL V ft9 EXPANDED METAL M INTERMEDIATE s AL SPLICING CEME NT T MAXIMUM I RE SE C G SU SCREENINGS ALL 1_ " S MESH SCREE G A-3 - RAIL SPACING NOT TO EXCEED 5 O RAIL OPENINGS. SEE DETAIL E .SURE SEAL INSEAM SEALANT " « _ 1_ " (I/2 FROM FLANGE) I I/4 O.D. GALV. STL. PIPE A 3 21 8 I _ 24 8 6-4 RAIL t POSTS - TYP. A RE SEAL LAP SEALANT M.O. I' SU -,1 I 3 MIN V ASPHALT ROOF SHINGLES "- r., a N NORTH L3/f COX PLYWOOD SHEATHING W/ 15 lb. ! :o O FELT BLDG. PAPER WOOD FRAMING AS REQ D:. ri"-NrcL00R FLAN CURB OPN'G. SEE STRUCT. DWGS. w SCALE: 1/4" - 1'-0' `n NOTE: F ALL ROOF 'OPEN( GS FOR PANS, HOODS ETC. EXACT SIZE O N DW6i 8 0 0 MUST DE VERIFIED W/ HVAC CONTR. ,SEESTRUCT. r o o ^^ -- o 0 0 0 N W A _ O A AL CURB FLASHING .p • SHIPS LADDER W/ SAFE T METAL CO. _-- �- _ _. o OR APPROVED EQUA L - 1 . TREADS CARLISLE DETAIL NO. U 5 D SCALE. 1 I O ... .......... ........ ......:.. ........ ,............................................. FABRICATED ATED LADDER ,,AND SHOP B C I AIL TO_ / I i/4 O.D. HANDRAILS 4 w CLEAR TOP OF GUARDRAIL. . .... •.............•............. IT HOP / i FABRICATOR SH ALL SUBMIT S B L i� ._...,.. G� 4 TOFABRICATION.IN PRIOR DRAWINGS V =- . ....... . .. N C " TL RATE V / 1 X 2 O W. S G((J 8 D. ...:. ......................... . PHALT ROOF SHINGLES • AS AIL � ..- N I i/4 O.D. STL. PIPE HANDRAIL TREAD EQ. TO MOD. O - SC I BY SAFE T METAL CO. WELDED TO CH ANNEL STRINGER �> ♦ .t� . C TL. CHANNEL _ _, __-_,_ __ _,.w._. .... STRINGER ..................... ...... FOR MOUNTING HEIGHTS OF ALL FIXTURES r SEE DETAIL _ ti ......................................... ..................•...... . I EF-3 ....... ..:. ...... FIN. CLG. ' _ �✓,� _ SLOPE EL. +72 i _ _ ..... ......................... .... ....................SLOPE.................... 1N 20" X 20" EXHAUST DUCT —CURBED OPENING, . ........... ::,:.. :..........:.................... ...... SEE DTL. F.R.P. OVER /2' M.R. GYP. A - - -- .. WALL BOARD. - _ — _ � O .. ... A I EF 4 FULL HEIGHT ..... ............................................... -1 r -1 � w CURBED OPENING. f•. � GRAB BARS AS EF-I i EF-2I SEE DTL -' Q PER CODES 1 ' MIRROR IN ..................................................... ... z 2 x3 L _ L - �' J W S.S. FRAME ......... .............. .. w m - = O » EXHAUST DUCT 10 X 10 EXHAUST DUCT N TOILET TISSUE 20 X 20 EXHAUST DUCT 20 X 20 H DISP. TYP. .... ................. :........ ................ REVISIONS .. _ WRAP TRAP I /I / N 8 5 O t H.W. LINES W/<, PIPE 1NSUL. � ............,..... ..... ......... ........... FIN. FLOOR - - : 2 '- r a ....... ...:,. 'r EL. +N 6 oc ..... ..... pC .. .............................................. LAv . �a v p� CONT. RIDGE VENT PREMANUFACTURED ., :.:..:; �:_0�.. i 00 2'-O" CUPOLA, TYP. ........................... :n K1 _5 W 5 u_a ........ ......... ......... ...... o ?�- .. 6 rB INTERIOR ELEV. • �� N ......... •. , i SCALE: 1/4'-1'-0' i r CLIP ANGLE TO ...... ............................ ................. ..................... ....: DRAWN BY: B.W.M. FLOOR SLAB ............ ... ........: .. CHECKED BY: D.A.C. oll cr ............... ............ DATE DRAWN: 1/3/0I F �7 rD LADDER/GUARD RAIL DETAIL �- _ « ................SLOPE • .. DATE ISSUED: 9/4/OI L11-111111-1- r0 SCALE: 1/2 I O SLOPE ...... ... a MIRROR A SCALE: AS NOTED U .•. ................... ...............:... JOB NUMBER: 9 41g ole :. -A CHITE T'S E'AL H 12" 54" s SIDE a " » s ASPHALT ROOF SHINGLES — :...... ..........: :......:. 0 i 42 REAR ........... ... E Ali •• GRAB BAR w .. .... Q�Cs R ES fic� ul oc 1 1/4' D.D. PIPE GENERAL NOTES s d T.T. DISP. RAIL AND POSTS ............................. .... :...... ........... .. .................. .... v� N . 49 z o v ACORN NUT c' �` co 1/4' m BOLT s Cl. I. HA 2 N ri 2'-0' O.C. SEE STRUCTURAL`DRAWINGS FOR SIZE AND TYPE Y a n - OF ALL STEEL FRAMES REQUIRED FOR ROOF ......................................................... p I" x 1/8' STEEL 1' x 1/8' STEEL OPENINGS AS WELL AS THEIR LOCATION .................. . ............................... .......................... ..:. .:.:• IFq PSc,P' 3,_O» BAR FRAME (PAINT) BAR STRAP BOLTED ..... ......... ............I....... .......... ... \ rH WELDED TO PIPE TO FRAME a MAX. NOTE: FRAME ALL FLUE HOOD t FAN SIZES INDICATED ARE VERIFY ALL MOUNTING HEIGHTS WITH ..... ...•. ..............:.................... .... ..... ... .. . O APPLICABLE BUILDING CODES EXPANDED METAL ROUGH OPENINGS THRU ROOF. VERIFY SIZE AND MESH (PAINT) LOCATIONS WITH HVAC CONTRACTOR. "' "' "" ""' '•' E' NEER'S SEAL t<i W PLUMBING VENTS (BY PLUMBING CONTRACTOR) s C MOUNTING DETAILS E DETAIL ARE NOT SHOWN FOR CLARITY. FOR NUMBER AND LOCATIONS SEE PLUMBING DRAWINGS. SEE DETAIL THIS SHEET FOR FLASHING O �I SCALE: 1/4"-l'-O" A �I SCALE: 3" 1'-0' l'� CONDUIT AND PIPE OPENINGS ARE SHOWN ON PLUMBING, �2Roorc LAN HVAC. AND ELECT. DRAWINGS. SEE DETAIL THIS SHEET p FOR FLASHING. SCALE: I/4" I'-O" f ago EXACT SIZE FOR ALL ROOF OPENINGS FOR FANS. HOODS, ETC. 15 TO BE VERIFIED W/ HVAC CONTR. SHEET NUMBER Lb 0 H GA=l O JiW a w b Q PREMANUFACTURED CUPOLA EQUALTO STANDARD MODEL 442—C W/ #151—H WEATHERVANE BY WEBB CO. AS DIST. CONT. RIDGE VENT BY THE BROCKWAY SMITH CO.. ANDOVER. MA CONT. RIDGE VENT SEE EXHAUST DUCTS. � TOP OF RIDGE i EL. 92 2 .� �MECH. DWGS. ASPHALT SHINGLES OVER 3/4" h _ Huh r�I wvv�. _,i�r,i rniw ---- I ASPHALT SHINGLES OVER 3/4" 12 COX PLYWOOD SHEATHING IX8/IX4 WOOD RAKE TRIM. PAINTED. TYP. -3 IX6/IX3 WOOD FASCIA TRIM TOP OF MASONRY TOP OF MASONRY EL. +80'-�" EL. +80'-6` INTAKE VENT W/'IX6 WD. TRIM, PAINTED. TYP. • OI 00 FLUE OPENING a 10'-6` A.F.F.. SEE cv MECHANICAL DWGS., (3) TYP. CLAPBOARD SIDING -- IXI2 WOOD HEAD TRIM --- ON METAL FURRING CLAPBOARD SIDING IXI2 WOOD HEAD TRIM _ ON METAL FURRING \ O TRIM PAINTED IX6 CORNER / FINISH FLOOR FINISH FLOOR I r ��. ,.. EL. +N-i IX6 DOOR TRIM, PAINTED LOUVERED INTAKE VENT W/ - _ IX6 WOOD TRIM. PAINTED, TYP. IX6 DOOR TRIM. PAINTED w � -- 2 EAST ELEVATION SOUTH ELEVATION - SCALE: I/4"-I'-0" SCALE. ZW 0 w N W � V PREMANUFACTURED CUPOLA, TYP. EXHAUST DUCT, SEE CONT. RIDGE VENT CONT. RIDGE VENT MECH. DWGS. TOP OF RIDGE EL. +92'-2' _--- EXHAUST DUCTS SEE V MECH. DWGS.--y EXHAUST DUCTS, SEE C�// MECH. DWGS. ASPHALT SHINGLES OVER 3/4" O12 F—IXI2 WOOD HEAD TRIM COX PLYWOOD SHEATHING ASPHALT SHINGLES OVER 3/4" C - FALSE DOOR W/ IX6 WOOD DX PLYWOOD SHEATHING TRIM, PAINTED IX8/IX4 WOOD RAKE TRIM, PAINTED. TYP. _3 IX6/IX3 WOOD FASCIA TRIM MASONRY W TOP OF w TOP OF MASONRY EL. +80'-6" � Q F _ EL. +80'-L' v olw m INTAKE VENT W/ IX6 WD. N TRIM, PAINTED. TYP. REVISIONS • 1 .8/15/OI O ' I O FLUE OPENING s 10'—V A.F.F.. SEE it ° 2 MECHANICAL DWGS., (3) TYP. 3 4 CLAPBOARD SIDING IX12 WOOD HEAD TRIM u ON METAL FURRING CLAPBOARD SIDING 5 N ON METAL FURRING O --- 6 v , aQD / DRAWN BY: B.W.M. v ® - LOUVERED INTAKE VENT W/ -.-- IX6 WOOD TRIM, PAINTED, TYP. CHECKED BY: D.A.C. CD i IX6 CORNER TRIM, PAINTED - °- \ DATE DRAWN: 1/3/01 cr O DATE ISSUED: 9/4/01 Ir Gi LOUVERED INTAKE VENT W/ \ SCALE: AS NOTED p IX6 WOOD TRIM, PAINTED, TYP. + JOB NUMBER: 9 41g FINISH FLOOR FINISH FLOOR O FINISH FLOOR EL. N—6 Q EL. +64'-6" IX6 DOOR TRIM, PAINTED ARCHITE T'S SEAL NOW Q A NES o a^ ILCD 4 0 u� uJ WI �I- EH. Q _ NORTH ELE1/ATION WEST ELEVATION 3 _ SCALE: I/4"=I'-O" Pv 2 Ty o�M ss 0. SCALE: I/4"=I'-O" Q ENGINEER'S SEAL v E H O J O 1. I f�l SHEET NUMBER k 111 =2 k 0 - _ - - -- �v�- - - _ - - ___ -- -- — --- ----- --- -- -- - ------------—---------- --1 -------------- -__ -...... 4 I I f I C I I TOP OF RIDGE .TOP OF RIDGE G EL. 9Z Z EL. 9Z Z a 1 12 12 dl 00, OIL 'd d r•l '1 , N f. a tD v / 1 1 1 1 TOP OP MASONRY TOP OF MASONRY O O , » i EL. 80 L EL. 80 L TRUSSES, SEE STRUCT. DWGS. P TRUSSES SEE STRUCT. DWGS. P.T.".WOOD USS - 1 .T. WOOD C (USE S.S. CO NN PLATES) (USE S.S. CDNN. PLATES)I 5 1 A 3 i I FRAMING .`BLOCKING ALL-WOOD , 1 1 PLYWOOD ETC. SHALL BE FIRE _ ' RETARDAN T TREATED TYP. 1 0 _ r � JOISTS t 4 O. . Z X O WOOD C I ` 5 y / /4 - X PLYWOOD AND W 3 CD I N ALL WOOD FRAMING BLOCKING, t INSULATION `R 30'F.G.-BAT G T ALL E,FIRE A 3 I PLYWOOD ETC. SHALL B FINISH CEILING RETARDA NT TREATED TYP. I ' C.M.U. WALLS. SEE SE CTIONS ' I I r ` EL. _ lZ1G I/2r M.R. G.W.B. 1 - i `4 IM S . A 3 ..BLOWER .ROOM O I GALV. STEEL LADDE R '{ AND PLATFORM SEE ' SITE DRAWINGS G S 3 G HIGH G AUR RAIL 2_ON WIDE X L_O» HIGH X 2» METAL GRATE OVER 3_i HIGH GAURDRAIL PIPE TROUGH A-3 THICK N INSULATING .PANELS G HIC SOUND G I I AT 4-O O.C. I ` . . 1 C.M.U. WALLS,-SEE SECTIONS ' - •. .• I - O -.. ' Ocn SHIPSSHIpS CONC. FLOOR SLAB LADDE R CON . FLOOR LADDER SEE STRUCT DGS. SEE STRUCT. DWGS. •" ' 'DOWN P i • • . DOWN FINIS FLOOR v L00R AERATION TANKINFLUENT ANOXIC TANK E . E Lr « T , 1 o 1 . .• , TANK WALLS ; TANK CONCRETE CONCRETE WL S SEE STRUCT `D WGS. CONC. FOUNDATION ATION WA LL, ,SEE STRUCT DWGS.` CONCFOUNDATION WALL .. SEE 5TRUCT. DWGS. STRUCT. DWGS.SEE S - ' .. : _u CONT. P.V.C. WATER T P1 TYP.CONT P.V.C. WATER TOP TYP. ; ., .• , T O F BO TANK SOT . OF TANK � •• EL 5 O H _ BUILDING SECT ION Z 2BUILDI � SECTION TIO1 SCALE: . SCALE::1/4 -I-O 4r I/ I, O 3 3 z W PREMANUFAC U D T RE P T WOOD .TRUSSES S _ O.C. W/;S.S. FASTENERS PREMAN FA TURED P.T. WOOD TRUSSES 2 O O C e _ r U C / S.S. FASTENERS 2 O O.C. W S S ASPHALT P ALT HING LES OVER 3/4 r 'ASPHALT SHIN LES OVER 3/4 COX SHEATHING G ww � X PLYWOOD i CD YWOOD SHEATHING fZ> ZX8 WOOD SILL PLATES W/ 00 w (2) 2X12 WO OD SILL PLATES S W 1/2» ANCH OR R BOLTS s 4 O O.C R_30F.G BATT INSULATION R-3OF.G.GBATT IN ULATION STAGGERED STAGGERED i/2 ANCHOR BOLTS s 4_O O.C. N 6 MI POLY L L VAPOR BARRIER 6 MIL POLY VAPOR BARRIER-7 —IXL/1X3 WOO D FASCIA TRIM IXL/IX3 WOOD FASCIA TRIM PAINTED, TYP. PAINTED TYP. V C ONT METAL ONT. METAL .. .. RIP .. D EDGE DRIPEDGE TOP OF RIDGE r� EL. + _ V 92 2 "TOP OF MASONRY - E 80 ,V z - r N - LA GOLD.. ,.. SOFFIT 5/e DE S G SS GOLD SO BD 5/e 'DENS-GLASS- r SOFFIT BD. L ON X3 : 'DENS-GLASS GOLD' i FURRING I 4 - C G 5/8 DENS G SS GO M CEILING N X3 FU O.C.E O G C G r �••�/ FURRING I 4 O.C.. 'N ,` 1 WOOD U G C `SOFFIT BOARD W /8 .DENS LASS...:. OLD Y 5 G G T STRIP SO FFIT BOARD W/ 3 . CONT. VELA 12 CONT. VENT TRIP-3 O E S C IXL WOOD TRIM, PAINTED IXL WOOD TRIM PAINTED 12" 'PLAIN FACE C.M.U.WELD IN PLACE RAIL BODEN EAM SEE r 12 PLAIN FACEC.M.U. 0 C POST TO POCKET STRUCT. DWGS. :BOND BEAM. SEE STRUCT..DWGS. c� f--- PRE PRIMED WOOD , UP NT CLAPBOARDS OVER D O , _ .. TY E BLDG.V KWRAP ON 1/8 r s _ _ METAL FURRING 2 O O.C. ` i DE EP'STEEL RAIL . • "ALTERNATE TO P POCKET AND - (PROVIDE OST _ r M R IPLANK Y : ..BRACKET TYP. EXP." , SUBSTITUTEHA D B • AM HARDIE BLDG. PRODUCTS LT T N WALL . J ES G V BOLT O CO NC. IN LIEU OF.WOOD CL APBOARDS) / P M IZ PLAIN FACE C. .U. WITH -1 G ,KORFILI INSULATION cn SULATI O 1 W . TOP F MASONRY SEAL INTERIOR FACEcn O O R-O-WAL MASONRY OF MASONRY TYP. DU • • RIZ WALL REINF. EVERY � } H D EL. 80 � O C.M.U. COURSE FULL PRE PRIMED WOOD OTHER C U OVER *DUPONT' HT SEE STRUCT. DWGS.CLAPBOARDS O DU O EE STRUCT. DWGS. C .. 7P.T.`'WOOD TRUSSES s RAP N 'I/8 S.S. ONN. PLATES) TYVEK BLDG. W O u(USE S S. C i METAL FURRING s Z_O O.C. (PROVIDE ALTERNATE TOt %"`NP0-ST U a O I AR . Y v �SUBSTITUTE H IPLANK D B A DETAIL I m I I DAMES HARDIE BLDG. PRODUCTS N LIEU OF WOOD CL APBOARDS) OAR S)N N 1 r T W -S ALE. I I/2 O SEE STRUC . DWGS. F C F MASONRY, TYP.SEAL.INTERIOR FACE O Y: W H E 'REINF FILL. N FOR VRT.. :...: W r - 3 .PLAIN FACE C.M.U. WITH E SOLID W/ GROUT II DC ' 2 CORES SO D I KORFILI INSULATION REMOVE ELL IN UL. I l O AND REMO C S U U s REINFORCING z I s O ZXIO WOOD JOISTS TS I 4 O.C. , I » 5 U I w PLYWOOD AND u/ /4 DX Y W 3 C I R-30 F.G. BAT7.INSULATION U - J A 3 0 O F w 0 1= a I FINISH CEILING m F SH C G GE ALV STEEL ''LADDER AND z w PLATF RM SEE SITE DWGS._ O w " + EXTERIOR w X EL. '1Z i "EXTERIOR 1 INTERIOR INTERIOR m ' W 0 oc SIM A u . z REVISIONS < I A 3 - LAVATORY lop I i U DUO W R AL:MASONRY B/15/OI " y r - RIZ ALL'REINF. EVERY 3 6 HIGH G AURD RAIL HO w G - n M U: COURSE FULL. ' OTHER » F R P. OVER I/2 I C 2 T ALL 4 HT. SEE:STRUCT. DWGS.PURR OUT W R. G.W.B. t/ . STEEL PIPE I 4 OD RAIL t POSTS TYP . 3 C.M.U. WALLS 'SEE SECTIONS SE E DETAIL I P D 4 In" SHIPS , . v R_II F.G. BATT INSULATION ON CO NC. OR SLAB ADDER . SEE DWG S. e ` THR-U WALL FLA SHING H IN GFOR VERT. REINF. FILL SEE STRUCT.DWGS. DOWNCORES SO ID W/ GROUT W/ WEEPHO ES 5 AND REMOVECELL INSUL. 21-80 O.C.FINISH FLOOR 1 s .O REINFORCING. . t _ a s 00 . . I o 1 Y mc . .. . . CONCRETE TANK WA L LSEE STRUCT. DWGS. tF DRAWN BY. B.W.M. . D.A. .m DIP TANK P NRETE TANK WALLS CHECKED BY: J TR T SEE S UC DW S.G v , ON FOU NDATION WALL C C p . E STRUCT. DWGS. E S C � /S : N /3 DI N DATE DRAWN: THRU-WALL FLASHI NG G . I W/ WEEP HOLES to,. .' E E 9/4/0I O . . » DATE iSSU D. / 2 8 O.C. I. ry r . . .Q .... I I/2 NIGH RRI ID IN S UL. • I - I. � — SCALE : AS NOTED Q IIII U — INI H AS SCHEDULED '' — M 6 JOB NUMBER:CONC. FLOG R 9 OVER III . .. I/2 HIGH R LA SEE STRUCT. DWGS. 1 Q SLAB. S .. , t•- RIGID �S UL —I RITE 'S FIN. GRADE, SEE ITE< W S. .. C C D S S D G n Gaid I QIn _ I „ '0 FINISH FLOOR R $ 1 r I' E , e ST EEL STAIR w/ q p o NO-SLIP FI N., TYP. \—SEE SITE DWGS. FOR 9 �• L RA DETAILS v DE DE P TANK G -s T. F 1 A BO O D n O O J n Z + _EL 3 G 5 .. 1 . V v CD. . . . . CONTP.V.C..V.0 WA ERSTOP TYP. ; L MIL POLY LY6MIL POLY � HQ III DO WN VAPOR BA RRIERVAPOR BARRIER a o .. . . , .. — ' I — I I BOT OF STAIRS COMPACTED FILL TYP. A CO MPACTED ED FILL T Y P. SEE STRUCT. DW S.SEE STRU T. DWGS.EL. 5I_O» P5: . . . :. D S FO AMp. I I/2» R I I/2 RIGID POLYSTYRENE P . . .. . . INSUL. CONT TO TOP .. I L NTT TOP "m NSU CO O •: r .• I EN INFER' E .. FFO TN G SS �• 36 DEEP X 30 DIA. OF FOOTING O FOOTING SU MP PIT cr U P .. :. . CONC. FOUNDATION OF SUMP PIT .. p w .. •. WALL SEE STRUCT. .• WALL SEE STRUCT. EL. 48 O CONC. FOUNDATION DWGS. DWGS � ,. o•. • :•. , . E BUILDING SECTION r3 C O y SCALE: I/4 -1 Oy W 3 o - _ WALL SECTION r4 ALL SECTION 5 C m SCALE: 3/4 -I O � 3/4 I O : .. SCALE. 3 W .-7A 3 SHEET NUMBER GA=3 Q Q H 0 J lL A- -_------- _7 -------- 12" CMU WALL. BOF EL 60'-0' -- TOW EL 67'-10" SEE SECTION 1 8" OR 6" CMU THIS DWG. C) CONT. BOND BEAM 6" CONC SLAB. SEE - — — — — — — — — — — — — — — — — — — — — — — —L-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- ...... PLAN MR REINF & EL. WITH 2-#6 CONT. #4012 - — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — - - GRADE WIRE SCREEN DAM AT CORES 19,-3 3/4" 249-190 = 75 - 2'-8 TOW EL 80'-6" - - — — — — — — — — — 7\� — — — — — — — — — — — — — — — — — — — — — — — — NOT TO BE GROUTED 0*0 IF— — — — — — — — — — FL-in m_s .."Ti :Tj ---—---------- FFj #7's VERT 0 32"oc 67'-10" TOW EL 0 T-07 TYPICAL VERTICAL WALL REINF. 0. 0 C) TOC EL 29-6910 COMPACTED COARSE 12- CMU #7032 GRAINED SOIL TOW EL 64'-6" BASE OF BRIDGE CRANE TOW EL 64'-6" '04 x3'-O" DEEP 1219 21-0" b 531-019 ABOVE (BY OTHERS) 3-#4 CONT RIGID INSULATION SUMP PIT ITIONAL BAR EACH SIDE OF 5. F, EW #4's 0 12 E to w/ 4-3/4"Ox8"LONG AB'S w/ 3" HOOK TYP TOW EL 67'-6' 5 OPENINGS, EXTEND 32" BEYOND UON TOW EL 64'-6" \\ 12" CONCRETE S-1 v.. 9GA LADD I N WALL ER TYPE JOINT REINF. @ 16"O.C. + -,,3- -DROP' 'on 9-0" 4* 9-0" F1 ILL W/ C51TC] (3)#5s CONT. -0" 6"[ 4'-0" c� 60-0" io'- 10 .01. 3 -6" -0" .4 16"[ 1" > 6 4' :2E-:0:- __jO EL. 53'-6'1 _1$-on 1 1-0" _0"__> 1' 0"4> 4 S-1 i1_O!__> 1 1-0" 1 0-099 TYPICAL THICKENED SLAB SECTION TOW EL W EL GROUT SOLID AT REINFORCED CORES TO 67'-6" '>4 679-610 GRANULAR MATERIAL OR COMPACTED GRAVEL FILL. TOW EL 67'-10" — A TOP OF MAT -0" THIS DWG. TYP L TOW EL J EL 51' 1 TOW EL 64 -6t' L -11'-0" \- WEIR SEE SECTION 9 co F TOW E 67'-6" 1,L6" of SECTION ( 2 SECTION HORIZ WALL REINF. 679�619 HORIZ A BOF EL 60'70" 10 x DEEP TOW EL w SIZE AN C14 W I LL� 200 D NUMBER OF RE NF. TOC EL TOW EL 64'-6" NOTCH .IN A I o 67'-6" CORNER BARS TO MATCH L ( A BOF ELI WALL TYP '65'-V� DETAI is on HORIZ REINF TYP 0 ALL 39-891 TOW EL 64'-6" No 60'-0" it-0 Typ TOW EL 63'-10" NOCK-OUT INSPECTION PANEL Typ WALL INTERSECTIONS 00 K 15" CONC WALL TOW EL VA #4 TYP /2 FIN FL V-3 I c RIES FOR REINF SEE 00 L — — — — — --4 —(a- j 0 EM04 TOW EL 63 -10" — . I — — Y---�'r— — — —4'-�6 2'-090 _Lj SEE VLkN— SECTION 6 THIS DWG 31-0 R BARS TO .71 0 4 7, /TOW EL MATCH HORIZ REINF - — -----t —ZZCORWE— _0" �_L 1 -Y THK MAT FDN P . /T FOR DIM'S OF COVER SHELF I \4" DEE TYP 0 ALL CORNERS //— TOW EL 64'-6" CN REINF w/ #6's @12" Ln 67'-6 91-0" 4'-2" r. 13ASIN� X_n SEE MANUFACTURER WATERSTOP oc EW T&B. BOT EL A CL TPC':EL 0 2 12 TOW EL 64'-6" 49'-9" TOC ELI, #4@ -3" THK MAT FDN P, �5' EQUIP PA 1 u -61 D. m 8" CMU I L SEE SECTION 8 REINF wl #6s @ 1 2"oc 6" ac.0 6" ON THIS DWG. TYP. EW TOP & BOTT —7 c,4 a 69' 8" 6 "T C-4 14- < > 2'-6"0 7 :X TOC EL 'o' TOC EL INDICATES THICKENED EL 51'-0 6" SOG w/ #4's Lo 7T 12'-Om 8" CMU 65'-0" 65'-0" 012" oc EW CTR S-1 SLAB BELOW. SEE TYPICAL )TRENCH DETAIL TOC EL 64'-6" SECTION 2 THIS DWG. B 60'-0" A TOW EL 63'-10" TOW EL 64'-6" a a 1/4xl" STOP WELDED TO L 0" 39-0" 11-61f, 30- 1 NOTE: GROUT CORES FULL HEIGHT WITH A HIGH SLUMP G 1/4" CHECKERED PLATE I . .- a n , . . 0 , , REACHES THE CONSISTANCY OF STIFF MORTAR VIBRATE TO A DEPTH OF 4b 0 EL 64'-6" t66 EC ROUT. WHEN THEGROUT -4" L7, -----------�j 20 AT LEAST 1/2 THE POUR HEIGHT. ALL GROUTING OPERATIONS REQUIRE 61- L3X3X1/4 w/ 41. FULL TIME INSPECTION BY A QUALIFIED TESTING AGENCY. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -j 22'-0" 2 11 -E� 0 3 10 1 1/8X1 STRAP ANCHOR 0 12" S-1 S-1 S-1 TYPICAL 12" MASONRY WALL SECTION 52'-8to #6's 06" oc DETAIL A TYP S-O" CIO NOTE: FOR CATWALK, HANDRAIL, LADDER AND STAIR INFORMATION SEE G.Z DRAWINGS. SECTION SECTION 5� SECTION ('1 00 FOUNDATION AND SLAB PLAN SCALE: V'=V-0' 1/499 11-09' TOW EL 67'-6" 3t-8" 4 6" SOG SEE PLAN 3p- TOW EL 67'-6" FOR REINF 4 TOW EL 64'-6" S-O" 3/4" CHAMFER, #4's 0 18" MAX TOP OF WEIR EL —4" TYP 0 TYPICAL z 1:0-01 ALL AROUND (TYP) ROUGHEN SURFACE OF SLAB VARIES SEE G.Z DWG'S 0 50-0" 73 —1 1/2- CL TREAT AS CONSTRUCTION JOINT #3012 EW 2 x MAX. WALL #4012 17 PADS OVER 12" HIGH 6" 4" ELEV VARIES. SEE PLAN D STIRRUPS 61 CTR PADS UP TO 12". HIGH OPENING ELEV VARIES. SEE PLAN :�:Xl . - UP TO 4'-0" 8" NONE 6"j ELEVATION VIEW $-Olt CONT 4'-0" TO 6 1619 #3@8 1 TYP 4" #308 3 A 61-0" TO 80-Off 24st .9 A- -A 69' 30-0'0 45' CHAMFER 8'-0" TO 10'-0" 6 32s' #401 1 1/2- COVER (TYP) #6's 012"oc #4 TIES @12" oc MAX 'o 4" 2-#6 EW EF _> NOTES: 1.) SEE ARCH, MECH, PLUMB & ELECT DRAWINGS FOR SIZE, LOCATION & ELEV WHEN NOT SHOWN ON PLAN. 41p< #6's 012"oc EW EF TOP OF WEIR EL TYP ALL 12" TANK WALLS VARIES SEE G.Z DWG'S #6012- DOWELS 2.) ANCHOR BOLTS, WHERE REQ'D, SHALL BE SIZED AND CMU LINTEL SCHEDULE LOCATED ACCORDING TO MANUFACTURER'S REQUIREMENTS. #6's 06"oc to Al2" TYPICAL DEPRESSED SLAB DETAIL #6's @12"oc TYPICAL EQUIPMENT PAD DETAIL a_ SECTION A-A 12"oc WATERSTOP 04 �_ #6's 0 SECTION SECTION SECTION ( 9 6" ORIZ EF \\s 1) a co EL 51'-0" T-1 REVISIONS 2 WATERSTOP tY COVER V-3" THK MAT FDN 4 REINF w/ #6's @12"oc EW TOP & BOTT SECTION SCALE: V=V-O' DRAW Wit CHOCIMID by, VA 20-0" C^Ta DPAM olm/a EL 64'-6" OATS MUM AS NO= > am we"m TOW EL 63'-10" AMCwnwm 4 lEs 6" SLAB w/ #4's @12" EW CTR A oc NOTE: FOR INFORMATION NOT SHOWN HERE -A 41,4 SEE SECTION 3 ON THIS DRAWING. ::TH A.KENNE TYPICAL SLAB AT DOORWAY DETAIL ALLEY N .27761 SECTI ON ('10'� SCALE: 1"=l'-O' ul < .I, , I - V'_ A 11 1�2' 2' 0' I V_ WoAI HORI, WALL COT 4 0 "v/ GeS�l ------------ —------ GENERALNOTES PRE—ENGINEERED WOOD ROOF TRUSSES 02'-0" oc CRANE RUNWAY BELOW CRANE BASE ADMIXTURE SEE ARCH BELOW TYP PRE—ENGINEERED ,WOOD CAST—IN—PLACE CONCRETE TRUSS @2'-0" oc SIMPSON ANCHOR USE WATER—REDUCING ADMIXTURE OR MID—RANGE MODEL NO.: HGA10 GENERAL WATER—REDUCING ADMIXTURE IN CONCRETE, AS REQUIRED, 1/2"0 ANCHOR BOLTS FOR PLACEMENT AND WORKABILITY. USE AIR—ENTRAINING 04'-0" oc TYP CAST—IN—PLACE CONCRETE INCLUDES THE FOLLOWING: ADMIXTURE IN EXPOSED CONCRETE WELLS UNLESS OTHERWISE �7 FOUNDATIONS AND FOOTINGS, SLABS—ON—GRADE, AND GROUTS. INDICATED. ADD AIR—ENTRAINING ADMIXTURE AT A XF CONCRETE TOLERANCE OF PLUS OR MINUS 1-1/2 PERCENT OF ACI x �_x 12" CMU WALL— RECOMMENDATIONS. USE ADMIXTURES FOR WATER REDUCTION x SUBMITTALS AND SET ACCELERATING OR RETARDING IN STRICT X COMPLIANCE WITH MANUFACTURER'S DIRECTIONS. SHOP DRAWINGS FOR DETAILING, FABRICATING, BENDING, AND PLACING X >< 7 x 2-2x6 SILL PLATE CONCRETE REINFORCEMENT SHALL COMPLY WITH ACI 315 "MANUAL OF CONCRETE MIXING STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE A x STRUCTURES". READY—MIXED CONCRETE: COMPLY WITH REQUIREMENTS OF ASTM C94. < QUALITY ASSURANCE x FORM 12" CMU WALL BELOW 2-2x6 SILL PLATE CODES AND STANDARDS: COMPLY WITH PROVISIONS OF THE WOOD TRUSSES� rPRE—ENGINEEREDI I I I I — I SEE DWG G.S-1 FOLLOWING CODES, SPECIFICATIONS AND STANDARDS, EXCEPT WHERE CHAMFER EXPOSED CORNERS AND EDGES, USING WOOD OR 02'-0" oc. SEE ARCH MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED: METAL CHAMFER STRIPS FABRICATED TO PRODUCE UNIFORM SMOOTH LINES AND TIGHT EDGE JOINTS. xx INDICATES ROOF PENETRATION AMERICAN CONCRETE INSTITUTE (ACI) 301, -SPECIFICATIONS FOR < TYP STRUCTURAL CONCRETE FOR BUILDINGS." PLACING REINFORCEMEN ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED COMPLY WITH THE CONCRETE REINFORCING STEEL INSTITUTE'S SECTION ('l CONCRETE." RECOMMENDED PRACTICE FOR "PLACING REINFORCING BARS, it-of SCALE: 1 FOR DETAILS AND METHODS OF REINFORCEMENT PLACEMENT CONCRETE REINFORCING STEEL INSTITUTE (CRSI) -MANUAL OF AND SUPPORTS AND AS SPECIFIED. CLEAN REINFORCEMENT x �x < STANDARD PRACTICE." OF LOOSE RUST AND MILL SCALE, EARTH, ICE, AND OTHER MATERIALS THAT REDUCE OR DESTROY BOND WITH CONCRETE. ............ < MATERIALS AND INSTALLED WORK MAY REQUIRE TESTING AT ANY TIME PLACE REINFORCEMENT TO MAINTAIN MINIMUM COVERAGES AS DURING PROGRESS OF WORK. INDICATED FOR CONCRETE PROTECTION. RIDG DGE JOINTS PERIMETER INSULATIO POLYSTYRENE BOARD, ASTM 578 TYPE IV, 10 PSI COMPRESSIVE CONSTRUCTION JOINTS: LOCATE AND INSTALL CONSTRUCTION JOINTS SO THEY DO NOT IMPAIR STRENGTH OR APPEARANCE STRENGTH, 2 1/2% MAXIMUM WATER ABSORPTION. < OF THE STRUCTURE. PROVIDE KEYWAYS AT LEAST 1-1/2 X DOOR OPENING BELOW INCHES DEEP IN CONSTRUCTION JOINTS IN WALLS AND SLABS TYP REINFORCIN AND BETWEEN WALLS AND FOOTINGS. REINFORCING BARS: ASTM A615 GRADE 60, DEFORMED. ISOLATION JOINTS IN SLABS—ON—GRADE: CONSTRUCT SUPPORTS FOR REINFORCEMENT: BOLSTERS, CHAIRS, AND OTHER ISOLATION JOINTS IN SLABS—ON—GRADE AT POINTS OF —ON—GRADE AND VERTICAL DEVICES FOR SPACING, SUPPORTING, AND FASTENING REINFORCING CONTACT BETWEEN SLABS SURFACES OF FOUNDATION WALLS. BARS IN PLACE. ALL JOINTS IN TANKS SHALL HAVE WATERSTOPS. CONCRETE MATERIALS PORTLAND CEMENT: ASTM C150, TYPE I OR TYPE 11. CONCRETE PLACEMENT 'GUIDE FOR MEASURING, MIXING, NORMAL—WEIGHT AGGREGATES: ASTM C33 COMPLY WITH ACI 304, /00*N < TRANSPORTING, AND PLACING CONCRETE." WATER: POTABLE. COLD—WEATHER PLACEMENT: COMPLY WITH PROVISIONS OF ADMIXTURES, GENERAL: PROVIDE CONCRETE ADMIXTURES THAT ACI 306. CONTAIN NOT MORE THAN 0.1 PERCENT CHLORIDE IONS. 0 >< HOT—WEATHER PLACEMENT: WHEN HOT WEATHER AIR—ENTRAINING ADMIXTURE: ASTM C260, CERTIFIED BY CONDITIONS EXIST THAT WOULD IMPARE QUALITY AND z x MANUFACTURER TO BE COMPATIBLE WITH OTHER REQUIRED STRENGTH OF CONCRETE, PLACE CONCRETE COMPLYING WITH ADMIXTURES. ADD AIR ENTRAINING AGENT TO CONCRETE AS REQUIRED ACI 305. IN ACI 301, TABLE 3.4.1 FOR ALL CONCRETE EXPOSED TO WEATHER. FINISHING FORMED SURFACE \x X� X —REDUCING ADMIXTURE: ASTM C494, TYPE A. WATER SMOOTH—FORMED FINISHED: PROVIDE A SMOOTH—FORM FINISH WATER—BASED ACRYLIC MEMBRANE CURING COMPOUND: ASTM C309, ON CONCRETE SURFACES EXPOSED TO VIEW OR TO BE TYPE 1, CLASS B. PROVIDE MATERIAL THAT HAS A MAXIMUM VOLATILE COVERED WITH A COATING MATERIAL APPLIED DIRECTLY TO S-2 ORGANIC COMPOUND (VOC) RATING OF 350 G/L. CONCRETE, OR A COVERING MATERIAL APPLIED DIRECTLY TO CONCRETE, SUCH AS WATERPROOFING, DAMPROOFING, VENEER 529-811 CURING, SEALING AND HARDENING COMPOUND: FOR STEEL PLASTER, PAINTING, OR ANOTHER SIMILAR SYSTEM. THIS IS TROWELED SLABS, INTERIOR OR EXTERIOR APPLICATION, EXPOSED AN AS—CAST.CONCRETE SURFACE OBTAINED WITH SELECTED AFTER FINAL CONSTRUCTION. EPDXY ANCHORING GROUT FOR SETTING FORM—FACING MATERIAL, ARRANGED IN AN ORDERLY AND REINFORCING BARS AND ANCHOR BOLTS. ALL HEADED BOLTS AND SYMMETRICAL MANNER WITH A MINIMUM OF SEAMS. REPAIR N%ftwol DEFORMED BARS SHALL BE SET A MINIMUM OF 12 BAR DIAMETERS AND PATCH DEFECTIVE AREAS WITH FINS AND OTHER UNLESS OTHERWISE NOTED. PROJECTIONS COMPLETLY REMOVED AND SMOOTHED. 00 d% MONOLITHIC SLAB FINISHE NON—SHRINK CEMENTITIOUS GROUT: FOR STRUCTURAL GROUTING OF ROOF FRAMING PLAN COLUMN BASE. SLAB ON GRADE SEMI—RIGID EPDXY JOINT FILLER. SCRATCH FINISH: APPLY SCRATCH FINISH TO MONOLITHIC 1/41' 1p—O" SHORE HARDNESS A80, D50. SLAB SURFACES TO RECEIVE CONCRETE FLOOR TOPPING OR MORTAR SETTING BEDS FOR TILE, PORTLAND CEMENT PROPORTIONING AND DESIGNING MIXES 0.4 TERRAZZO, AND OTHER BONDED APPLIED CEMENTITIOUS SUBMIT WRITTEN REPORTS FOR EACH PROPOSED MIX FOR EACH FINISH FLOORING MATERIAL. CLASS OF CONCRETE AT LEAST 15 DAYS PRIOR TO START OF WORK. FLOAT FINISH: APPLY FLOAT FINISH TO MONOLITHIC SLAB DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE AS FOLLOWS: SURFACES TO RECEIVE TROWEL FINISH AND OTHER FINISHES 1.5xSNOW= 37.5 PSF 4000 PSI, AIR—ENTRAINED, CONCRETE FOR GENERAL USE. AS SPECIFIED. LIVE LOAD CASE 3: F 1.5xSNOW= 37.5 PSF SLUMP LIMITS: PROPORTION AND DESIGN MIXES TO RESULT IN TROWEL FINISH: APPLY A TROWEL FINISH TO MONOLITHIC SLAB SURFACES EXPOSED TO VIEW AND SLAB SURFACES TO CONCRETE SLUMP AT POINT OF PLACEMENT OF NOT LESS THAN 1 LIVE LOAD CASE 2: 1 1 1 1 BE COVERED WITH RESILIENT FLOORING, CERAMIC OR QUARRY INCH AND NOT MORE THAN 3 INCHES. z TILE, PAINT OR ANOTHER THIN FILM—FINISH COATING SYSTEM. SNOW= 25 PSF AFTER FLOATING, BEGIN FIRST TROWEL—FINISH OPERATION 44 LIVE LOAD CASE 1: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 USING,A POWER—DRIVEN TROWEL. BEGIN FINAL TROWELING WHEN SURFACE PRODUCES A RINGING SOUND AS TROWEL IS MOVED OVER SURFACE. CONSOLIDATE CONCRETE SURFACE BY FINAL HAND—TROWELING. 0 E I MARKS, UNIFORM IN TEXTURE AND APPEARANCE, AND FINISH SURFACES TO TOLERANCES OF F(F) 35 (FLOOR FLATNESS) A F(L) 25 (FLOOR LEVELNESS) MEASURED ACCORDING TO ND ASTM E1155 (ASTM E1155M). GRIND SMOOTH ANY SURFACE DEFECTS THAT WOULD TELEGRAPH 0 0 COVERING SYSTEM. NONSLIP BROOM FINISH: APPLY A NONSLIP BROOM FINISH TO EXTERIOR CONCRETE PLATFORMS, STEPS, AND RAMPS, TOP CHORD DEAD LOAD= 10 PSF AND ELSEWHERE AS INDICATED. BOT CHORD DEAD LOAD= 10 PSF CONCRETE CURING AND PROTECTION CURE CONCRETE IN ACCORDANCE WITH ACI 301 AND AS NOTES: 1.) THE TRUSS MANUFACTURER, CHOSEN BY THE CONTRACTOR, SHALL OTHERWISE SPECIFIED. BE RESPONSIBLE FOR THE DESIGN OF THE TRUSS AND SHALL CONCRETE SURFACE REPAIRS SUPPLY STAMPED DRAWINGS FOR RECORD. 2.) THE TRUSS SHALL BE PRESSURE TREATED TIMBER WITH STAINLESS PATCHING DEFECTIVE AREAS: REPAIR AND PATCH DEFECTIVE STEEL GUSSET PLATES. AREAS WITH CEMENT MORTAR IMMEDIATELY AFTER REMOVING FORMS, WHEN ACCEPTABLE TO ARCHITECT. MIX DRY"PACK MORTAR, CONSISTING OF ONE PART PORTLAND CEMENT TO 2 1/2 PARTS FINE AGGREGATE PASSING A NO. 16 MESH SIEVE, USING ONLY ENOUGH WATER AS REQUIRED FOR REVISIONS HANDLING AND PLACING. CUT OUT HONEYCOMBS, POCKETS, VOIDS OVER 1/4 INCH IN ANY DIMENSION, AND HOLES LEFF TRUSS LOAD DIAGRAM BY TIE RODS AND BOLTS DOWN TO SOLID CONCRETE, BUT IN 1/8" it—opt NO CASE TO A DEPTH LESS THAN 1 INCH. MAKE EDGES OF 2 CUTS PERPENDICULAR TO THE SURFACE. THOROUGHLY CLEAN, DAMPEN WITH WATER, AND BRUSH—COAT THE AREA TO BE PATCHED WITH BONDING AGENT. PLACE PATCHING MORTAR BEFORE BONDING AGENT DRIES. FOR SURFACES EXPOSED TO VIEW, BLEND WHITE PO STANDARD PORTLAND CEMENT SO THAT, WHEN DRY, PATCHING MORTAR WILL MATCH SURROUNDING COLOR. PROVIDE. TEST AREAS AT INCONSPICUOUS LOCATIONS TO VERIFY MIXTURE AND. COLOR MATCH BEFORE PROCEEDING WITH PATCHING. camm eye Nm COMPACT MORTAR IN PLACE AND STRIKE—OFF SLIGHTLY , HIGHER THAN SURROUNDING SURFACE. ws ICA DA72 DRAM ovswol DATS ISSUNIN SCAM AS NO= o.44 6 C-) C) NDH N.H. VAL OF Z E N A.K_ N ALLE V' SHIsr wiso An X. GeS�2 III a 2 I I I , a I I I I PROVIDE PIPE SUPPORTS CONNECT 1/4GAS TO FOR GAS LINE AS DETAILED UNIT HEATERON DRAWING G.P-2 AT !`T5 CF.W.) 5'-0" INTERVALS n All I 1 BY OTWE 2„ ISCWA / \ 3 NNECT TO PUMP D RgiE �� W/ DUAL CHECK UNIT HEATER SECURE VENT PIPES \ \ / „ TO TOP OF WALL 2 V-DN VALVES \ \ �°� l'T5 C.F.HJ CONNECT o o a o 4" VALVED GAS TO A ° EMERGENCY GENERATOR - — - - - _ - - — - - - MOO OTHERS) CFH) I �l RUN PIPING ABOVE CL'G /4° 4" THRU THE n ..�. -. ..._-•- -W-+II-- ---�u DROP +4"CsA$ I • 3/4 ' 2"-� � I RUNOUIBUILPt AT 8D �� /!�-2" t Uri [� SUMP PUMP IN \ / A15OVE GRAD T / P SEE / I P 4 GENERATOR / FIN. FLOOR'ELEV. 43„ DETAIL DWG .7T5' �l l2 '15) 4'W&T ,� s1O0 I \\ D.C.O. v. 6�135 FD"AllF.C.O. (TYPICAL)— ?�' ( 1 rr-- FD. A TPW 11 I -TPW �I TPW -- � . F C.O. u I F.C.O.CO INV. 49.'15' 4 NV. 50 1 t PIPE DROP (Ty 1 4rr-. IELD VERIISTANCE TRAP PRIMER WITH 3 PIPE PISTR15UTION UNI 1 AND TWO (3) I/2"TPW DOWN TO FLOOR ©RAI }- T IO 41V.T 1 � 1 I NEEUEUT I 1 " AE OX C TAN I � P All I I I MEMBRANE I � O ; TAN K 4 -UP CHAMBER 4„ TO 4"V.T.R. *-41, ---►- - -- 4" --^Q 4 �, /' A E E AT 0 A E C AT 0 E I2,� 2„ r,= �„ �„- _ CONNECT 4 VEN Q I I �� 2VON TOQUALIZATI „ 41 '1' f N TA 4 V-DN I 4"V-UP TANK I TAN 2 2 I FD. A I .. / I TO 4 v.T.R- Il'1 ' I NO C411 I E, /4" ("15) 411 I TA 5Y G.C. 5Y P.G. I O 1/2"W13 118" AFFJ I 3/4" CONNECT INSTALL FLOOR INSTALL HEAT CABLE ON H.W. PIPE I 3/4"GAS TO DRAIN AT. 50TT _ I +t I CAISLE TO St EMAL TO "WARM WARM TRACER E"AS MANUFACTURED 5Y I I NON-FREEZE I C15 CF.H.) TWERMON SET TO MAINTAIN 120 WATER I UNIT HEATER OF TROUGH !62 " " tp WALL HYDRANT MOUNT 24"AF.G. I 1 *-411 / 4 3/4"CW-DROP I I I FD:'A CONNECT 1/2" I" C15O) 4�� I 3/4"GAS TO < ZL I Iz /> UNIT HEATER INV. 61.O3' 2�� 1-In" 625) �'�` „ 1-1/2" �� -In" (325) FD°A" 4"W&T (TYPICAL) StW 3/4 ari ((n. o G 3/4 I I Q / 1I 11 V - - - �I--- - - -- I W�LFHHYYDRANT _ _ _ 4 (235O) MOUNT 24"AF.G. - - 1' II 4" �' ,, F.D. A �� 4" I/8 /FT „ 4" 1 8"/FT 4" I 1/8"/FT 4" I/8"/FT �� " - - 4 3/4 F.C.O. (- 3/4 �� I 1 (_ I 1 — = _ ° ° II —�►-- — — --- ►---- ._. r ... - a o I � f 2 � 2 - TPW . 3 1 II Lan 31 o a l l " n JJ I F D. A I( III 1-i/4"GAS TO 3° II 3" [�3" UNIT (SY V A.C.) I 3I4 CW DROP - L 11 Rl q�i 3/4"WATER TO L--._..._,_ _. --,�--------- -�-- ----- I ��`` �---- ----I�--- --- 3/4 n f _ - EYEWASH UNDER SLAB I G 1/2 HB (18 AFF.) '"V-DN II 21" -DN I G II I_ 4 3/4" 1 I I I-1/2" 1325) II 3 I �� 1-y/2 T P PRIMER WITH 4 I 4,TRAP 4" AND PE DIISSM15UIMER TIITH 3 ON UNIT I 4 -� 2„ P-5 TEMPERING 11" I II " II 2" �� AND FOUR 1/2"TPW PIPE PISTRIIBUTION 1 - - - - - - - - -i I EMERGENCY GAS DOWN TO FLOOR DRAIN VALVE - SEE SPEC EN,FLOOR aLEV. 1 � � 2„ � 1/2 DOWN TO FLOOR DRAINS3„ �``�SHUT-OFF VALVE I I) I 1/2" JJ TPW _ P-4 MENDING II 6450'„ T 1 II I �- - I UNIT - SEE SPEC 1ru T tPW TPW- ----- �- — — I �� „ 3/4 II 1/2 1-1/4"HW- � I vl Y I - - DROP I SER GE B LOCAL. - � f 3/4 " I/2 TPW 1/2 I 1 GAS METER t GAS I1 I) 31 / 1-1/4"TW-DROP 2"V-DN GAS CO. - P.C. TO REVISIONS INSTALL WATE I) 1-1/4"CW-DROP CO-ORDINATE ! COST I " " CONNECT PIPING EXPOS II I �r -� if TO 5E 5ACKCHARGED FD. A „ AT CEILING I n u I „ FD."A I I TO OWNER. )1 11 1-1/4 GAS TO 1 O O UNIT (5Y H.V C.) `_ - - - - - _ I II -�— - - -4- - I- 11- - - - - ,�A�,� J (TOTAL LOAD 2850 C.P.H.) i-Il, (1'15 CF.H.) - - -.�- - - - - ---- - - f I..__._ .. �- - - - - -+F- - � 4 .O I � 3 -3/4" I�-3 I 2" 3/4" 1-1%2" " " 4" 3/4" , 4" 1F.0 { Ll 2 I I _ I I I F C Opi 1_ 3/4 I I O r� 2 11 I1 4" 1/8"/FT _ _ �'� $ 16 0 V V E 0 Room II 2" I II 11-1 4" 1 " 1 I- --�-- �---�---1 " 1/2"CW-DROP II I 1 II 3" 1-1/ " . I V StW I 4"S-ON 4 3"V-DN 4"V-Dhl ( E-12"V-DN II � I ;II I- " I 310 I 2"V-DN ff ' P� 2 DRAIN 15yi uwA I I Y I C40CKED pY= J97- II DUAL-TEMP HOSE 518E - - DATE DRAIINt 9MAVOI II C 41CAGO NO. 835 ®18"AFF. DATE MUM OVY0I II I/2"GW-PROP WATER METER s RP15P 3/4"CW-DROP �°�'E' �N"�_�,�� 1/2 HW-DROP IN . 62 00 JOE6 INSIDERS >G II 1 2"W4T TO SEE DETAIL DWG G.P-2 ELECTRIC WATER NON-FREEZE I-I/2 �IJtT TO ARCH�TE 8 BEAL 3"W-0N 4 2"V 1-I/2"WATER SERVICE I HEATER - SEE WALL HYDRANT 1/2 H DROP 1/2"CID DROP TO 6 AFF, (5Y GEC.) DETAIL DWG G.P-2 MOUNT 24 AF.G. 2°W-IDN ! 2"V II 1 - n Hw II - 2"V-DN ROP 1/2"7-DROP p AIL 61 411 - - 411 0 Ptr 11 in U I I I CONNECT 4"VENT TO SETTLING TAN m /H 1'Ia 0R PLAN PLUMBING - o`er WAYNE A. ti o GRIFFITH No. 35519 s b1�Et I'SER • LI W THREADED ROD LEGENDA Lit a ADJUSTABLE CLEVIS HANGER PIPE f SYMBOL ABBREV. DESCRIPTION S/W SANITARY SOIL AND/OR WASTE PIPE S/W SANITARY SOIL AND/OR WASTE PIPE ( BURIED ) FIXTURE SCHEDULE ' --————— V. VENT PIPE PROVIDE 12" LONG SHIELD FOR ALL PIPES AND ALL SHIELDS TO —— —— V. VENT PIPE ( BURIED } BE 16 GA. GALVANIZED STEEL FIBERGLASS INSULATION FIXTURE S./W. V. C.W. H.W. DESCRIPTION PER SPECIFICATION - C.W. COLD WATER PIPE ATER CLOSET- KOHLER MODEL No. K-�-3427U FLOOR-MOUNTED, TANK TYPE H.W.H HOT WATER PIPE .E_1 4" 2" 1/2" - VITREOUS CHINA WATER CLOSET WITH ELONGATED BOWL AND INSULATED G G GAS PIPE TANK. UNIT TO HAVE MODEL K-4666-C SOLID PLASTIC SEAT WITH COVER AND K-7637 ANGLE STOPS. p-- UP PIPING RISE OR UP LAVAJ'_-2 2" 2" 1/2" 1 2" RMTCARRIER OLAVATO Y AND PROVIDE CHICAGO 785-665 SEOLF_CLOSING, METERING C DP/DN PIPING DROP OR DO CHI NA, CONCEALED PIPEHANGER DETAIL / FAUCET WITH CHROME—PLATED ANGLE STOPS/SUPPLIES AND OFFSET DRAIN W/P—TRAP �11N INSULATE SUPPLIES & WASTE W/ HANDI—LAV—GUARD MODEL #102. NOT TO SCALE PIPING TEE LOOKING DOWN 3" 2" 1/2" 1/2" WITH CE SINK— KOHLER STRAINER AND STAINLESS L STEEL RIMGUVAICE RDSSINK W/ ENAMELED TRAP F.C.O. FLUSH FLOOR CLEANOUT J R. SMITH FIG. 4023 P PROVIDE CHICAGO 835 FAUCET. ( ) 1 " O-I D.C.O. DANDY CLEANOUT EMERGENCY SHOWER/BLENDING UNIT - ENCON MODEL 01050275 W/ MODEL P.=4 - 1_ 37111000 �- VALVE CABINET MOUNTED ON WALL - PROVIDE CHECK VALVES & 7 SHUT-OFF VALVE (APOLLO SERIES 70-200) REDUCED PRESSURE BACKFLOW //2" SHUT-OFF VALVES IN HOT & COLD WATER SUPPLIES. TO FIXTURES & EQUIPMENT PREVENTER ASSEMBLY - 1-1/2" SIZE EMERGENCY EYEWASH/TEMPERING VALVE - ENCON MODEL 01035402 W/ MODEL ZS&W S.&W. STOP AND WASTE VALVE (APOLLO 95-204-01) il-1/2COMPLETE TH CIATE VALES &" W' WATTS NO. 909 —5 - - - 3/4" 01052382 TREADLE KIT AND LAWLER MODEL 911 E/F-84908 - PROVIDE CHECK VALVES & SHUT-OFF VALVES IN HOT & COLD WATER SUPPLIES, = GAS COCK TEST COCKS- ASSEMBLY W/L BRACKET S LAGGED TO WALL W/P PE CLAMPS 1-1/4" WATER ,METER TO BE NOTES: P.T. P—TRAP FURNISHED & INSTALLED BY P.C. Ll— METER TO CONFORM TO ALL 1. THE COLOR OF ALL FIXTURES IS TO BE WHITE. LOCAL REQUIREMENTS DIAL PRESURE GAUGE H.B. HOSE BIBS CHICAGO MODEL 998 REDUCING UNIO 0' TO 150' W/ SNUBBER 2. P^Z FIXTURE TO HAVE SYMMONS N0. 4-10 MIXING VALVE ON HOT WATER SUPPLY (SET AT 110') ( ( ) N I I ( TYPICAL ) & STOP W.H. WALL HYDRANT (J.R. , SMITH FIG. 5609-QT) 1 2" TEST VALVE F.D. SHUT—OFF VALVE / ❑ .D. FLOOR DRAIN (SEE SCHEDULE THIS DWG) ( TYPICAL ) 1-1/2" BY P.C. ( I AIR CAP FUNNEL TRAP PRIMER BY G.C. HERSEY #65657 1—i/ � DRAIN SCHEDULE TPW T.P.W. TRAP PRIMER WATER PIPE 1-1/2" DOMESTIC 6" 2 FINISHED FLOOR (AB RG E CONCRETE FULL SIZE VENT DRAIN W.&T. WASTE & TRAP PAD /10� BY G.C. TYPE LOCATION MANUFACTURER FIG, NO, DESCRIPTION V.T.R. VENT THRU ROOF V W/ .SEDIMENT BUCKET -- DRAINS TO INV. INVERT "A" TREATMENT PLANT JR SMITH 2330 . HAVE TRAP PRIMER CONNECTION O P.C. PLUMBING CONTRACTOR G.C. GENERAL CONTRACTOR 1 E.C. ELECTRICAL CONTRACTOR Ir+ WATER METER DETAIL1.4 H.V.A.C, HEATING, VENTILATING AND QI NOT TO SCALE AIR CONDITIONING CONTRACTOR A.F.F. ABOVE FINISHED FLOOR O T.W. TEMPERED WATER A.F.G. ABOVE FINISHED GRADE C.F,H, CUBIC FEET PER HOUR �1 2" PUMP DISCHARGE — TO BE A00 TYPE "M" COPPER — SEE 4 Cl w DRAWING G.P-1 FOR CONTINUATION WIRING (BY E.C.) 48 SOLID METAL !�1 COVER & FRAME CHECK VALVE (TYP.) ( BY P.C. O SHUT—OFF VALVE (TYP.) p FINISH FLOOR (51.00') II V °,..�,... PLUMBING NOTES,,,.---INLET PIPE PIPE INV. 49.45' 1. THE WORK COVERED BY THIS CONTRACT SHALL INCLUDE, UNLESS 12. PIPING SPECIFIED OTHERWISE, THE FURNISHING OF ALL LABOR, EQUIPMENT, 24" DIAMETER FIBERGLASS SUBMERSIBLE SUMP TOOLS, RIGGING, HOISTING, STAGING AND MATERIALS AND THE (A) SANITARY SYSTEMS PIPING BELOW THE SLAB SHALL BE COATED, 1.4 BASIN 3'-6" DEEP BY P.C. PUMP — EQUAL TO PERFORMANCE OF ALL OPERATIONS NECESSARY FOR PROPER AND SERVICE WEIGHT, CAST IRON PIPE WITH HUB JOINTS HAVING (BABYEPC EL SEV-51iF COMPLETE EXECUTION OF THE WORK IN ACCORDANCE WITH THESE RESILIENT RUBBER GASKETS. PIPING ABOVE GROUND SHALL BE PIT (BY G.C.) DRAWINGS, SUBJECT TO THE TERMS AND CONDITIONS OF THIS OF SERVICE-WEIGHT CAST IRON PIPE WITH MASSACHUSETTS z ° CONTRACT. APPROVED "NO-HUB" FITTINGS. VENT PIPING ABOVE GRADE, TWO r �--NATURAL EARTH INCHES (2") AND SMALLER, MAY BE TYPE "M" COPPER TUBING m'' f 2. ALL WORK SHALL BE INSTALLED IN A FIRST-CLASS MANNER CONSISTENT WITH SWEATED JOINTS OR SCHEDULE 40 GALVANIZED STEEL PIPE WITH THE BEST CURRENT PRACTICES. ITEMS NOT SHOWN ON THESE WITH THREADED JOINTS. DRAWINGS, BUT WHICH ARE NECESSARY TO MAKE A COMPLETE PLUMBING O SYSTEM INSTALLATION, SHALL BE FURNISHED AND INSTALLED AS PART (B) ALL DOMESTIC WATER PIPING ABOVE THE SLAB SHALL BE TYPE 0 OF THE WORK UNDER THIS CONTRACT. ALL LAYOUTS ARE DIAGRAMMATIC "L" HARD DRAWN COPPER TUBING. TUBING AND FITTINGS SHALL AND FINAL ARRANGEMENT SHALL SUIT FIELD CONDITIONS. BE JOINED WITH LEAD-FREE SOLDER AND A NON-CORROSIVE FLUX. SUMP P lJ M P DETAIL WATER PIPING BELOW THE SLAB SHALL BE TYPE "K" SOFT TEMPER 3. ALL WORK SHALL BE INSTALLED IN CONFORMANCE TO THE GOVERNING COPPER TUBING WITH COMPRESSION FITTINGS. NOT TO SCALE CODES, REGULATIONS AND ORDINANCES. THESE REQUIREMENTS ARE MINIMUM CRITERIA AND NO REDUCTIONS IN STANDARDS CALLED FOR ON (C) GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE, CONFORMING THE DRAWINGS, PERMITTED BY CODE, WILL BE ALLOWED. OBTAIN AND WITH ASTM STANDARD A.53-F. PAY FOR ALL INSPECTIONS, LICENSES, PERMITS AND APPROVALS REQUIRED BY GOVERNING AUTHORITIES AND INSTALL ALL WORK IN 13. VALVES COMPLIANCE THEREOF. (A) SHUT-OFF VALVES IN INTERIOR DOMESTIC WATER SYSTEMS SHALL 4. ALL MATERIALS AND WORKMANSHIP SHALL CARRY THE STANDARD BE PROVIDED ON CONNECTIONS TO EACH GROUP OF FIXTURES AND WARRANTY AGAINST ALL DEFECTS FOR A PERIOD OF NOT LESS THAN ONE FIXTURES FED SEPARATELY FROM PIPING MAINS, VALVES SHALL YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK. ANY FAULT DUE BE OF THE BALL TYPE WITH SOLDER ENDS. TO DEFECTIVE MATERIALS, EQUIPMENT, OR WORKMANSHIP WHICH MAY TEMPERING VALVE 1-1/4" DEVELOP WITHIN THAT PERIOD SHALL BE MADE GOOD, FORTHWITH, BY (B) GAS VALVES SHALL BE FURNISHED AND INSTALLED AT `CONNECTIONS ru (SYMMONS THERMIXER AND AT THE EXPENSE OF THE PLUMBING CONTRACTOR, INCLUDING ANY TO EACH APPLIANCE AND AT EACH RISER. GAS COCKS SHALL BE MODEL NO. 5-130—CKX-�SW) DAMAGE DONE TO AREAS, MATERIALS, AND OTHER SYSTEMS RESULTING BRASS BODY TEE--HANDLE TYPE WITH BOSTON KEY. THERMOMETER 1-1/4" FROM THIS FAILURE. 14, HANGERS REy1$ION3 5. THE PLUMBING CONTRACTOR SHALL CONFER WITH ALL OTHER I CONTRACTORS AS TO THE LOCATION OF THEIR WORK BEFORE BEGINNING (A) VERTICAL PIPE SHALL BE SUPPORTED BY SPLIT-RING TYPE 2 THE INSTALLATION OF THE PLUMBING SYSTEM. HE SHALL INSTALL ALL CLAMPS, HANGERS ON HORIZONTAL PIPING SHALL BE OF THE WORK IN SUCH A MANNER AS TO AVOID INTERFERENCE WITH ALL OTHER CLEVIS TYPE, HAVING THE FOLLOWING SPACING: s SHUT-OFF VALVE (TYP.) TRADES. { SHOCK ABSORBER (1) CAST IRON PIPE - 5'-0" AT HUBS FOR FIVE FOOT (5') (J.R. SMITH #501O) l 6. THIS CONTRACTOR SHALL STUDY ALL RELATED ARCHITECTURAL, LENGTHS; ONE (1) HANGER AT HUB AND ONE (1) AT MID- 5 STRUCTURAL, ELECTRICAL AND UTILITY DRAWINGS, AS WELL AS THE POINT FOR TEN FOOT (10') LENGTHS. SPECIFICATIONS AND ALL OTHER AVAILABLE INFORMATION PRIOR TO 6 SUBMITTING HIS BID PRICE. THE BIDDERS SHALL ALSO FULLY INFORM (2) COPPER TUBING AND STEEL PIPE - 6'-0" O.C. FOR 1-1/4" THEMSELVES OF ALL LOCAL AND STATE CODE REQUIREMENTS. AND SMALLER; 10'-0" O.C. FOR 1-1/2" AND LARGER. � GAS PIPE RELEFVA VALVE _ VACUUM RELIEF 15, DOMESTIC WATER PIPING ABOVE THE SLAB SHALL BE INSULATED WITH 1" THICK PRESSURE TREATED 7. THE PLUMBING CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY DRAM Is7r u,W.A WOODSTRIP BETWEEN PIPE LOCATIONS FOR CONNECTIONS TO SERVICES. ANY CONFLICTS BETWEEN HEAVY-DENSITY FIBERGLASS INSULATION, ONE INCH (1-) THICK, WITH c�wcrw IsYr J.E2. 1" GALVANIZED STEEL & BLOCK THE DRAWINGS AND FIELD CONDITIONS SHALL BE BROUGHT TO THE A VAPOR BARRIER JACKET HAVING A SELF-SEALING LAP. ALL WATER UNION TYPICAL ATTENTION OF THE ARCHITECT BEFORE THIS CONTRACTOR SUBMITS HIS " DATE DRAY , 0MV01 STRAP- SECURE TO ) PIPING BELOW THE SLAB SHALL BE COVERED WITH 1 2 THICK, CLOSED BLOCK W/ GALVANIZED PRICE FOR THE WORK, CELL NEOPRENE INSULATION. DATE 16"Di mwniml SCREWS ELECTRIC D.W.H. 8. SUBMIT SHOP DRAWINGS OF ALL EQUIPMENT AND MATERIALS TO BE SC.e►LEs HUBBELL INCORPORATED IN THE WORK. THIS CONTRACTOR SHALL ASSUME ALL 16. ALL PLUMBING FIXTURES. AND EQUIPMENT SHALL BE FURNISHED AND FULL SIZE INSTALLED COMPLETE WITH ALL SUPPORTS TRAPS CONNECTIONS MODEL E50-6.OSL COSTS FOR ANY ADDITIONAL CORRECTIONS, SUPPORTS OR CONSTRUCTION JOa NUMMRj 1 ON ON1-1/2" 6"x6"x6" PRESSURE TREATED DISCHARGE FOR 480V., 1 PHASE I REQUIRED FOR MATERIALS WHICH ARE SUBSTITUTED FOR THOSE SPECIFIED. FITTINGS, AND ANY INCIDENTALS REQUIRED TO MAKE A COMPLETE _ INSTALLATION. PROTECTION WOOD BLOCK A1®CHITEC BOARD GRADE 4" HIGH x TANK O.D. 17, ALL PLUMBING SYSTEM WORK SHALL BE TESTED AS DIRECTED BY THE aE AR +4 QUARE CONC. `�. ALL MATERIALS, PIPING, FITTINGS, FIXTURES, ETC. . SHALL BE LOCAL PLUMBING INSPECTOR AND ALL DEFECTS SHALL BE REPAIRED ��'� E� PAD (BY G,C.) PROPERLY PROTECTED TO PREVENT OBSTRUCTIONS AND/OR DAMAGE. Sr TO HIS SATISFACTION AT NO COST TO THE OWNER. NOTE: DISCHARGE PIPE o. 9s TO RUN TO 6" -41 10. CUTTING AND PATCHING OF MASONRY, CONCRETE, OR OTHER PARTS OF o TANK DRAIN THE STRUCTURE SHALL BE PERFORMED BY THE GENERAL CONTRACTOR. " w SUPPORTS SHALL BE PROVIDED ON EXTERIOR GENERATOR GAS PIPING ABOVE FLOOR a AT 5'•-0" INTERVALS & AT EACH TAKE-OFF OR CHANGE IN DIRECTION. 11. ACCESS PANELS SHALL BE FURNISHED BY THIS CONTACTOR AND FLOOR INSTALLED BY THE GENERAL CONTRACTOR, OF Ewartem*SEAL OF GAS PIPING SUPPORT DETAIL o �9 . HOT WATER HEATER DETAIL V`JAFFIH �� NOT TO SCALE GRIFFITH NOT TO SCALE No. 35519 : NIR • P�2 0) M d � 0 1 DIFFUSER, GRILLE 8c LOUVER SCHEDULE NECK PANEL CFM MAKE--UP AIR & UNIT HEATER SCHEDULE z � TYPE MANUFACTURER MODEL N0. . MOUNTING FUNCTION REMARKS SIZE SIZE RANGE r� LEGEND wa R TUTTLE & BAILEY A64 SIDEWALL 24"x24" . 26"x26" 1250 SUPPLY �NOM SERVED MANUFACTURER MODEL NO. INPUT OUTPUT CFM HP VOLTS PH HZ REMARKS < ' R TUTTLE & B „ "" RETURN x BAILEY CRE-500 CEILING 18 x18 20 x20 2250 MUA-1 REZNOR SCE-150 150,000 120,000 1250 75 480 3 60 - < / TREATMENT 1 EXHAUST ROOM p LL FM FIELD MEASURE p BAILEY CRE-500 CEILING 18 x18 20 x20 2300-2500 MU TUTTLE & BA » RETURN/ TREATMENT 1250 ,75 480 3 60 2 » EXHAUST A-2 ROOM REZNOR SCE-150 150,000 120,000 � It R RETURN/ UH TREATMENT CR CEILING REGISTER d TUTTLE & BAILEY CRE-500 CEILING 8"x8" 10"x10" 100 1 ROOM REZNOR SFT-75 75,000 60,000 980 .33 120 1 60 c (0 3 EXHAUST �. 1" UC A " " 20 INTAKE WITH INSECTREZNORUNDERCUT DOOR (BY GEN'L. CONTR.) N U RUSKIN ELF6375X WALL _ SCREEN UH-2 TREATMENT SFT-75 75,000 60,000-, 980 .33 120 1 60 — 0)1 MOUNTED 24 x18 7 ROOM � RUSKIN � B WALL " "" 1 ELF6375X MOUNTED 36 x30 - 2360 INTAKE WITH INSECT SCREEN UH-3 TREATMENT ROOM NT SUPPLY DUCT UP REZNOR SFT-75 75,000 60,000 , 980 .33 120 1 60 Zto '�. RETURN DUCT UP Q c©n RUSKIN ELF6375X WALL 24"x24" - 1250 INTAKE WITH INSECT SCREEN UH-4 ROOM RE 75,000 60,006 980 ,33 120 1 60 v 1 MOUNTED TREATMENT REZNOR SFT-75 O 16x8 DUCTWORK (FIRST NO. DENOTES WIDTH) 0000 FAN SCHEDULE VD VOLUME CAMPER MANUFACTURER MODEL T TEMPERATURE ADJUSTMENT CONTROL ITEM AREA MAN S.P Q N0. SERVED NO. CFM INCH RPM HP VOLTS PH HZ REMARKS EF-1 GREENHECK CUBE-200-3 2250 0,375 630 1/3 120 1 SSC SOLID STATE CONTROL SWITCH BASEBOARD HEATER SCHEDULE BLOWER 60 SEE NOTE #1 TREATMENT I CONTRACTOR AREA EF-�-2 GREENHECK CUBE-200-�5 2300 0.50 690 1/2 480 3 60 SEE NOTE #1_ ITEM MANUFACTURER HEATING BTUH ROOM G.C. GENERAL SERVED H KW VOLTS PH HZ REMARKS A.F.F. ABOVE FINISHED FLOOR MODEL N0. LENGTH TREATMENT TOILET » EF-3 ROOM GREENHECK CUBE-200-5 2350 0.50 690 1/2 480 3 60 SEE NOTE #1 BB-1 ROOM Q-MARK CBD-2574 4 -0 3413 1.0 277 1 60 OBD OPPOSED BLADE DAMPER TOILET EF-4 ROOM GREENHECK CUBE-95-C 100 0.125 860 1/8 120 1 60 NOTE: PROVIDE DISCONNECTS AND GRAVITY BACKDRAFT DAMPERS WITH ALL EXHAUST FANS. A 720 " 24 x 18 OUTDOOR AIR 1 CFM LOUVER AT 3'-0" AFF I I I I CO-AXIAL WALL F UE T 24 x 18„ MOTOR OPERATED T PENETRATION AT 10'-6" AFF I DAMPER (TYPICAL) --' THERMOSTAT WITH THERMOSTAT WITH . ,-- INSULATED BACK INSULATED BACK _ HVAC NOTES — — — ° - - - — — - - - — — - -- — — — ° ° ° - - - - - - - e ° ° 0 4 I ' 1. THE WORK COVERED BY THIS CONTRACT SHALL INCLUDE, UNLESS UH I I SPECIFIED OTHERWISE, THE FURNISHING OF ALL LABOREQUIPMENT, i 1 TOOLS, RIGGING, HOISTING, STAGING AND MATERIALS AND THE PERFORMANCE OF ALL OPERATIONS NECESSARY FOR PROPER AND \ COMPLETE EXECUTION OF THE WORK IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE DRAWINGS, SUBJECT TO THE TERMS AND (� CONDITIONS OF THIS CONTRACT. �°'�I �I 1 2 ALL WORK SHALL EST BE IN PR ACTICES.IN A ES, FIRST-CLASS IT N MANNER CONSISTENT PENET\ATION AT FL 0 WITNOT SHOWN ON THIS CO--AXIAL WALL F SUE N R 0 MAKE COMPLETE AC \ 10'-6" AFF U DRAWING, BUT WHICH ARE NECESSARY T � A E HV SYSTEM INSTALLATION, SHALL BE FURNISHED AND INSTALLED AS PART Q OF THE WORK UNDER THIS CONTRACT. ALL LAYOUTS ARE DIAGRAMMATIC AND FINAL ARRANGEMENT SHALL SUIT FIELD CONDITIONS. --- �-----. ,. _�` > 3. ALL WORK SHALL BE INSTALLED IN CONFORMANCE TO THE GOVERNING CODES, REGULATIONS AND ORDINANCES. THESE REQUIREMENTS ARE MINIMUM CRITERIA AND NO REDUCTIONS IN STANDARDS CALLED FOR ON THE DRAWING, PERMITTED BY CODE, WILL BE ALLOWED. OBTAIN AND PAY FOR ALL INSPECTIONS, LICENSES, PERMITS AND APPROVALS EF �W / I y-� REQUIRED BY GOVERNING AUTHORITIES AND INSTALL ALL WORK IN / COMPLIANCE THEREOF. .`/'r''''��yy��r C � z 4, ALL MATERIALS AND WORKMANSHIP SHALL CARRY THE STANDARD I � ' I v WARRANTY AGAINST ALL DEFECTS FOR A PERIOD OF NOT LESS THAN ONE / YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK. ANY FAULT DUE / C W �'-- TO DEFECTIVE MATERIALS, EQUIPMENT, OR WORKMANSHIP WHICH MAY 20"x2O" EXHAUST DUCT RISE \� CA DEVELOP WITHIN THAT PERIOD SHALL BE MADE GOOD, FORTHWITH, BY HAVING A 4" DEEP SUMP ,. AND AT THE EXPENSE OF THE HVAC CONTRACTOR, INCLUDING ANY & ALL WELDED JOINTS R I— I DAMAGEDONE TO AREAS MATERIALS, AND OTHER SYSTEMS RESULTING ON I LS � MEMBRANE FROM THIS FAILURE. �� / `'-0 C E T —�`�-2350 CHAMBER �5. THE HVAC CONTRACTOR SHALL CONFER WITH ALL OTHER 10"x10" EXHAUST DUCT RISE � CONTRACTORS AS TO THE LOCATION OF THEIR WORK BEFORE BEGINNING C C / C TAN f \ 20" X 18 '�', CFM HAVING A 4" DEE SUM O THE INSTALLATION OF THE HVAC SYSTEM. HE SHALL INSTALL ALL .��. AERAT � ON /� � & ALL WELDED J lN_fS 0 C WORK IN SUCH A MANNER AS TO AVOID INTERFERENCE WITH ALL OTHER TRADES. / EDUCT TO RUN EF e 24" x 18" MOTOR OPERATE / %\ 1 TA C 1 THRU TRUSSES // `\C 6, THIS CONTRACTOR SHALL STUDY ALL RELATED ARCHITECTURAL, DAMPER (TYPICAL) \ STRUCTURAL, ELECTRICAL AND PLUMBING DRAWINGS, AS WELL AS THE !� 1 SPECIFICATIONS AND ALL OTHER AVAILABLE INFORMATION PRIOR TO I J / 24" x 18" OUTDOOR AIR SUBMITTING HIS BID PRICE. THE BIDDERS SHALL ALSO FULLY INFORM ", LOUVER AT 3'-0" AFF THEMSELVES OF ALL LOCAL AND STATE CODE REQUIREMENTS. 24 x 18 OUTDOOR AIR / �- LOUVER AT 3'-0" AFF » „ F-- 7, THE HVAC CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY 20 x20 XHA�1S DUCT RISE 20 x20 EXHAUST DUCT RISE ` 24" x 18" MOTOR OP RATED "J EXISTING CONDITIONS. ANY CONFLICTS BETWEEN THE DRAWINGS HAVING A 4 pE P SUMP HAVING A 4 DEEP SUMP 1 `� AND FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF & ALL W LDE JOINTS & ALL WELDED JOINTS oo \ D L) THE ARCHITECT BEFORE THIS CONTRACTOR SUBMITS HIS PRICE --FOR THE WORK. x 8. SUBMIT SHOP DRAWINGS OF ALL EQUIPMENT AND MATERIALS TO BE 1 0 1 INCORPORATED IN THE WORK. THIS CONTRACTOR SHALL ASSUME ALL DUCT TO RUN COSTS FOR ANY ADDITIONAL CORRECTIONS, SUPPORTS OR CONSTRUCTION T R TRUSSES x DUCT TO RUN N REQUIRED FOR MATERIALS WHICH ARE SUBSTITUTED FOR THOSE 720 c THRU TRUSSES 720 I I ( 0 SPECIFIED. CFM �'`1 r � CFM W / CO AXIAL' WALL FLUE 9. ALL HVAC EQUIPMENT SHALL BE PROPERLY PROTECTED TO PREVENT A E H AT C PENETRATION ON AT J OBSTRUCTIONS AND/OR DAMAGE. ACC C \ 10'-6" AFF __ 10. CUTTING AND PATCHING OF MASONRY, CONCRETE, OR OTHER PARTS OF TAN K 2, CA \ THE STRUCTURE SHALL BE PERFORMED BY THE GENERAL CONTRACTOR. r,�L 11. SHEETMETAL: CO-AXIAL WALL FLUE 2 1) PENETRATION AT UH2300 A. ALL SHEETMETAL WORK SHALL BE ERECTED IN A FIRST CLASS AND 10'-6" AFF 3 CFM WORKMANLIKE MANNER IN ACCORDANCE WITH "SHEETMETAL CONSTRUCTION -_ UHN FOR VENTILATING AND AIR CONDITIONING SYSTEMS" AS PUBLISHED BY -_ THE SHEETMETAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. (SMACNA). >=ut B. ALL DUCTWORK SHALL BE BEST BLOOM GALVANIZED STEEL OF GAUGES 6" DIA. FLUES ` / CO- Z AS RECOMMENDED BY SMACNA. CO- IAL WALL IAL WALL FLU _ FL 12. PROVIDE A COMPLETE ELECTRIC TEMPERATURE CONTROL SYSTEM TO o ® REVISIONS OPERATE ALL DAMPERS, FANS, UNIT HEATERS, AND MAKE-UP AIR UNITS. 18" X 14" "" » SYSTEMS SHALL OPERATE AS FOLLOWS: 18 X 14 D T TO RUN x T RU TRUSSES 2 A. TREATMENT ROOM IN MODE #1 BOTH MAKE-UP AIR UNITS SHALL BE ° ° ° ° ° ° ENERGIZED AND BE ABLE TO SATISFY THEIR RESPECTIVE THERMOSTATS, _ _ _ _ _ _ _ _ _ 3 MODESET A#25EF-3 SHALL IN THIS MBE ENERGIZED ODE EF-2 AAND ALL LL THREE(3)BE ENERGIZED. DAMPERS, 6" x 12" DUCT — — - A a AT THE WALL LOUVERS, SHALL BE OPENED. HUMIDISTAT SHALL AUTOMATICALLY DROP TO 12" A.F.F. MODE 1 MODE 2 5 OVERRIDE MANUAL CONTROL FOR MODE #2 OPERATION / 1 S 1250 WITCH W/HUMIDISTAT 6' DIA. FLUES e "r » B. ALL UNIT HEATERS SHALL OPERATE WITH THEIR RESPECTIVE THERMOSTATS 36 x 30 MOTOR e CFM A OVERRIDE I (SET AT 50') OPERATED DAMPER H T C. EXHAUST FAN EF-4 SHALL BE ENERGIZED WITH THE LIGHT SWITCH OF I DRAWN BY: W.J.A. THE TOILET ROOM. r'- 7i 1 a CHECKED BY J.E.T. D. EXHAUST FAN EF-1, WITH IT'S O.A. DAMPER, SHALL OPERATE ON A 36" x 30" OUTDOOR AIR ' V » REVERSE-ACTING THERMOSTAT TO BE ENERGIZED WHEN THE SPACE v -� T x 1250 1 UC T DATE DRAWN: o9j„/o, TEMPERATURE EXCEEDS 80'. LOUVER AT 2'-0" AFF R O CFM DATE ISSUED: 09/11/01 B n R EVERSE A NG SCALE: 1/2"s1'-o" I 4HERMOSTAT / BB JOB NUMBER• 98 1G 2250 1 /\ CFM 24" x 24" MOTOR ARCHITECT'S 2360 I/ O O R OPERATED DAMPE A c CFM 100 24'" x 24" MOTOR 10) I - - - - -T _ � ..� 3 CFM OPERATED DAMPER 0" X 4" rya i 1250 M; BLOWER \ C C M (D/ o0 00 rH o> P�SP CFM 1 T I �1250 1 CFM ENGINEER'S SEAL 24'" x 24" INTAKE MUA PLENUM 4FLEXIBLE CONNECTOR (TYPICAL) 2 18" X 14" o`er %'AYPE' A. 24" x 24" INTAKE GRIFFITH " 18" X 14" PLENUM �� No. 35519 FLOOR PLAN PLUMBING a SCALE:1/2"=1'-0" SHEET UMBER ---------- -------- 00 cr) 00 z Lj (o _j V) x 0 0 U- q (D 0) Z pe) 00 Lj ei V1 C%l 41. .0 IU VIM c: I.D QD %D%D x c go C% A A A A A CONN SUMP PUMP u TA J LvArIC) "61 if I RECIRCULATION PUMPS SUMP PIT, SEE PIPING DWGS. z NL El A A A A A AERATION E INFLUENT AERATION MEMBRANE DIP TANK ANOXIC TANK TANK 1 TANK 2 CHAMB =04 c* 0- 0- 04 &-4 0 b b 5:z m 0 :>7- < A > A A A E_4 0-4 A. HS-5 - S3 a S3 b7 :F - S-3 x /o. S3 CL TE ME I ER OL S3 PUMP HS-5 METER TANK REVISION$ 6#12 L) E 2 S3 HS-1 _s .......-------- 4 _SI 0- B B C A A A LAV. DRAM 15y: TO EF-4 SEE E-4 CWECKED 15Y-. LAF LS-1 DATE DRAAN: OW04/01 DATE IMAM SCALE- if "5 NLMWf %+YJ HS-7 ARCW1 EC HS LS x CONTROLS R 7 9 U) A N. HS-5 ENCE R p E 30 IAL SWEET NUt'WR GeE bn IE 7 T- 00 cr) Lo t C> cr) 00 z 0 LL'J ('0 x LL_ 0 0 _j LL_ It C4 I-_ 00 z a) LLJ po cd cu ru cl "o"u J) +.LION (MOD t wl L"Piz 0:6Z 36' X 18' LOUVERED e AIR INTAKE +op 142 x 0 0 HOMERUN IN HIGH SLAB P4j------------------------------------------------------------------------------------ 48- LS-8 48' 1 WP WP WP 6#12 & 1#12G 11 PVC 30A 3P UFRT 600V LOCATE AT CRANE CONNECT, COORD W/ SUPPLIER. EJ ---E WP 3#12 1#11215 LS-3 20A 3P-HS 3/4' CONN SUMP PUMP r) S L f-171 If I H RECIRCULATION PUMPS SUMP PIT, SEE PIPING DWGS. T. ............. 1 48' 48 WP WP DIP if TANK 00 !NFLUEINT AERATION A E R A T I ON ANOXIC ANOXIC TANK I M0M BRAN EL: 36' X 18' LOUVERED TANK 1 TANK 2 CHAMBER I CHAtvIBER 36' X 18' LOUVERED AIR INTAKE rill i I AIR INTAKE SERVICd SWITCH @ Pump ou (TYP CAL) Q-1,11 -4- —TO TRANSFORMER 1-1-1,T-, SWITCH 6#12 AND 1 12G LS-6 is P [o PVC V� CONTROLS SEE RISER 10#14 1#12G I DIAGRAM 11 PVC CPI CONTROLS 6#10 1#10G -1 112' -C vcp. _�TO TRANSFORMER 6#10 1#10G TO GRINDER PUMPS 11 PVC W PAD IN TANK S 48' 10#14 & 1#10G -1 112'_ TO FLOAT AND ALARM CONTROLS PERMEATE PUMPS 1- PVC #12 & 1#12G- ------ 10#12 & 1C 3/4' PVC WP 1#12G MIXER LS-3 QLJ- 1 CP- r 6 QD UV CONTROL! i I F____ PANEL 4#12 & 1#12G 11 PVC 3/4'PVC METER N CONTROLS 300 GAL. Jj TANK PUMP CP- LS 4 48 11 PVC DLS�� CONTRI Ju WP lu CP. 3#8 & 1#10G i ETER TA rp PVC Mr NKI & 1#10G P /,--6#10 1#10G- 11 PVC oc r 1 1/2' PVC TO 6#10 AND 1#10G DOSING PUMP 4#12 & I _�D�H_Dll j #12G I PVC CHAMBER #CPl Cpl 3/4' PVC 0 cps 2 10#14 & 1#1015- 1 1/2' TO CONTROLS --------- LS-19 IN CHAMBER --CONNECT 4 EYE WASH io 36' X 36' LOUVERED AIR INTAKE LAV. CRAM 15YI CJC C14ECKED BY. LAF NNECT VATE 04RAM: OW04/01 -21 T LS H ECAO TRACE DATE ISSUED. OW04/01 CONNECT SCALE. ----------- WATER HEATER 44r LS-5 J00 NUMEMPt -20 2P CP4' 2#12 A 48- CONTROLS LS-2 LS- IN HS _'OM LS-2 HS FT] LS 7, 9 BLOWER R0 -00 ,Fll=_--' I GFI ARCWM' 6WE 48' D R 48' wp� wv 48' WP 30'A 2P RN GFI GFI 600V �R N.. 6#10 & 1#10G 1 1/2' PVC TO GRINDER PUMPS 8#14 & 11#12G 11 PVC FLOATS TO LS-1 LIFT STATION EWWNEMI's OFN s", LAWRE C A. AR, o�j C*EET NUMBER G*E-21 3#8 1, Pv, mvm.-l- c TE P �10 A GF J48 48- 4 WF Wp� L ------ s , 0 00 Lo ) 1� M O x M O O 00 r Z M O W co J Q .. X Q lL. Of 0 0 T N F XT. RE SCHEDULE J LIGH G I U I D ELECTRICAL SYMBOLS YP LAMPS VOLTS MOUNT DESCRIPTION MANUF. CATALOG N0. L M S ❑L _ N c co 0 0' CEILING FIXTURE OUTLET (LETTER DESIGNATES FIXTURE TYPE) A SIMKAR DV450_22_32 B11M_277 4 F32 8SPq1 277 SURFACE 0 H 00 B 0 WALL FIXTURE OUTLET (LETTER.DESIGN ATES FIXTURE TYPE) ,.1 - Z M C B SIMKAR DV450_232_B11M_2 77 2 F32T8SP4i 277 SURFACE O t�.FLUORESCENT ORE CENT FIXTURE (LETTER DESIGNATES S FIXTURE TYPE) Q X 19 - O " EXIT LIGHT SY950 232 B11 120 2 F32T8SP41 J C SIMKAR 120 SURFACE w M f- 00 C CLOCK OUTLET HUBBELL T T #5253 M 50 MH/ED17 — PSCSOMAL/P150 1 T N L 0 A. F. F. W/ PHOTO CELL SPECIAL OUTLET AS NOTED D S 0 CO 277 10 E L ❑ L Q R NOTED T HUBBELL #5362 0 A N S 0 DUPLEX CONVENIENCE OUTLET UBBEL 4X6L25 WT UNIT - CHLORIDE 77 WALL MNT. 8 0 A. F. F. a E 2 u pp ISOLATED GROUND OUTLET HUBBELL LL #IG 5362 - .. Q J Nmeu AV <. SINGLE CONVENIENCE OUTLET (TL INDICATES TWIST LOCK) HUBBELL #5351CHLORIDE -. X C ORIDE N2HL1R _ W W/ UNIT - 277 OVER DOOR - -. fOd' r4•m ONo CNc1 R> 3NHUBBELL #HBLSG63H SAFETY RECEPTACLE ucuao - - O Nhh J —M JUNCTION BOX HO D 7 R A NOTED 7 W/COVER #S2 25 0 S FLOOR OUTLET`HUBBELL. #B252 CO L00 O p� P , ABOVE CEILING P STRING TO BO E CE X AND 3/4 C VITH PULL JUNCTIONBO TELEPHONE OUTLET S SINGLE POLE SWITCH HUBBELL #HBL1221 WIT S2 DOUBLE POLE SWITCH HUBBELL #HBL12 22 S THREE SWITCH H THR WAY W TCH HUBBELL # BL12 23 3 S FOUR SWITCH 4 F R WAY W TCH HUBBELL #HBL122 4 S P SWITCH L PILOT LIGHT (SO) OCCUPANCY PAN Y SENSOR (SENSORSWITCH CAT#W S D PDT W) 0 s❑ N OCCUPANCY SENSOR CSE S ORSWITCH C AT#CMR-9) . ..,4,. R POWER `PANEL LIGHTING 0 1+,1 - 1 MOTOR OU TLET (NUMBER INDICATES HORSEPOWER) WER) rrrm A A ELECTRIC BASEBOARD HEATER O DAMPER MOTOR O RA MOTOR STARTER A f�l DISCONNECT SWITCH (OF INDICATES U NFUSED, RT INDIC ATES RAINTIG HT) - F-� ARROW & HART #7 10 SERVICE SWITCH OR AS NOTED 8 SPEED CONTROL SWITCH W O THERMOSTAT O _ l 0 P T N PILOT LIGHT 1�1 H 0 US BUTTON & ILO 0 PUSH BUTTON A TRANSFORMER �T W F+y WAR CHIME ED DS C I E #C210 - V BELL ,^ ao v� N HORN H h H BATTERY OPERATED EMERGENCY LIGHTING {�Q B E3 L h TEMERGENCY LIGHT HEAD ;REMOTE _ O 1 R N CEILING AND WALL WIRE IN ❑ 0 CEILI _ V --- WIRE I 0 BELOW N R OW SLAB . OUTSIDE ON PAD LOC ATE IN D . N WP NC G I ENCLOSURE OSURE BLDG. E. C. - ELECTRICAL CONTRACTOR M� WALK—IN WP F E ENCLOSURE T❑ BE WEATHERPROOF A C TYPE W/ LTG RECEPTACLE& E E 1 # B Y UNIT MANUFACTURER 3#1 & 1 6 GND. �J ' R AS NOTED® #PLUGMOLD CAT. 20G612 <WIREMDLD> 0 1 1/21 C. F FIRE ALARM ARM MANUAL STATION C F) FLUS H C S)- SURFACE 2#10 (TOP OF MANUAL STATION SHALL BE 48 AFF) 3 10 225A 3P HS LS hr W A P AT _ 30 1 V : . CO NTROL h A P OA 3 ll P 7 20 1 10 P i� A ENERGY TYPE S 10 12 A T R BOX SURFACE MOUNTED LOCAL L FIRE ALARM B I E L T M _ PANEL PROVIDE FEED D . J 1 20A 2P MCB N A LD DID E 3 A P' B Y ZENDN ALL SO 5 20A 3P - 29 20 1 _ VALVES & CONTROLS. . < ) SURFACE VLES (F)—FLUSH S HL ' H RN & STROBE UNIT — AP 1 30A 1P 1 50 3 J N N DWG. EZEO SE NOTED)N AFF UNLESS OTHERWISE CMUT80 — A 3P — 6 SPACES _ 1 100 H CONN. LTG:` & LS 13 650007 — P HL 121 S. D.NG 3 F� IN CEILING E 001 002 00 R STROBE NIT FLUSH. MOUNTED HON & S ❑BEU RECEPTACLE FC SMOKE DETECTOR - 1:-2 A METER SOCKET M RT R SETTING T PE U E M RT R HEAT DETECTOR F INDICATES E FIXED TE PE U E ® R T TY PER UTILITY 7 /4 V '2 7 80 2#10 LS 11 S 13 30 4W L U W SWITCH BL OCK HEATS R FLOW S I FS SPRINKLER RISER WATERL ♦ 200A MCB - - 1#4 3/4 - _ 0/ 08V 277/480V <12 2 R' WITCH T OFF VALVE TAMPS S PROVIDE SHUT 0 SPRINKLER S i TS -), 0 4W 30 4W 1 3 ❑ M 20 OA 3P 4#14 CONTROL 200A 3P LINE C. B. - W PRESSURE SWITCH 200A FUSES SN P LOW ESSU E 600V RT 3 6 1 PROVIDE WIRING RO IDS I R PROOF STROBE LIGHT' WATER P 00 S R Q. F R _ S . 3JJ : AS E D4#1 1 1/2TT RY HARGER BA E CPAN T , 150KW N N AT R EL T U IL N REMOTE AN U CI ❑ ❑ : TRANSFORMER R 2 77/480V 30 4W G ALARM CONTROL PANEL J FACP FIRE ALA M T 4#3/0 & 4#3/❑ 30KVA _ J SWITCH KDETECTOR REMOTE RESET/TEST T DUC7 SMOKE 1#6G 2 1 2 A W NAT. GAS 1 TYPE SMOKE DETECTOR DUCT HOLDER 1#8 3/4 DH DOOROLDS AN SYSTEM AS SUL # G L#3/0 & 1 6 REVISIONS 2 1/2 PVC INDICATOR R '` REMOTE L. E. D. 1 1 MONITOR MODULE CONTROL MODULE 3 4 FREFRIGERATION FAN RISER DIAGRAM NOT TO SCALE DEF DEFROST REFRIGERATION DE ❑S E b L A IGHTS ❑ .REFRIGERATION CASE L CANOPY LIGHTS CASE CANO LI CL REFRIGERATION ,1-, ❑ nRau.1 a c,�c Y, AP N HEATERScNEc�cED a i CHREFRIGERATION CASE ANTI CO D ❑ - A m9A04/01 D TE DRAM-VALVE S SOLENOID - A 0S/04/01 D TE iSSLJED S LIQUID LI NE SOLENOID T SCALE NM TO SCALE LINE SOLENOID SS SUCTIONI S - O .�oa rur-1eER: 'THERMOS TAT DEFROST TERMINATION _ ARCSHII'EG?'S SEAL T THERMOSTAT ' S HEATER SAFETY P _D A E C :. ♦ r N SYSTEM DESIGN ATION RATIO S E'A IA' INDICATES REPRICE � F Ai 1 I 0 T A R 2 M CASE PROBE LET TER A INDICATES EMS C COM PRESSOR ROOM EQUIPMEN T n CD —+►R T❑ REFRIGERATION R M N.H w MR T ENERGY MANAGEMENT ❑❑E ❑ E E - s . VALUE G W/PILOT OPERATOR T/SI THERMOSTAT I T S� R R LAY AS NOTED ❑ E EM9INEER'S SEAL l g 1 c z g � " M1• a x f. K SWEET NUMBER —---------- -------- ------ ------- (X) 0) 00 z 0 UJ x WP PER LOCAL 4#16---\, < FIRE DEPARTMENT 0 BLOWER ROOM 0 S i TOILET ROOM 4#1 ---q 7 10 c ED HL HL HL HL HL HL HL 4#14 0) co FIRE ALARM D I G I TAL COMMUN I CATOR z V) 0 CONTROL PANEL ___oDIGITAL DIALER 0) 00 LLi LS-18 FIRE ALARM RISER DIAGRAM co c io at 100,ccuu :2 MCD EDO p UCDCU 36' X 18' LOUVERED L a AIR INTAKE ol d TO STARTER 2#14-1/2' AT HS 2#14-1/2' UH 4— L+_j we W3 UH u 4 �vl iF__7 RECIRCULATION PUMPS 30A 3P UFRT DIP INFLUENT AERATION 600V AERATION ANOXIC MEMBRANE I CHAMBER TANK ANOXIC TANK TANK 1 TOSTARTER TANK 2 H A M B E R AT HS ;T.4 TF_-2 36' X 18' LOUVERED EF-4 AIR INTAKE 30A 3P UFRT F WP 600V WP TO STARTER T AT HS TO TOILE: LIGHT 36' X 36' LOUVERED TO STARTER SEE E-2 AT HS AIR INTAKE I�Lji 4, @4 TO STARTER UH ----n AT S -17 3 LS L_j T HL LS- 5 UH col) 2 L--,— J Ilk. ce, il aq 1 74, I—J i METER ' PUMP HS- 20A 3P 2#14-1/2'-7 METER TANK ------------._-----._-------- 2#14 TO STARTERS LS-16 ilk H T 2 --------------- -------- MUA 0L.-C]i T 4 T H -2 R MUA ---------- 36' X 36' LOUVERED A q -------------------------- VIUAN my- AIR INTAKE 2#14-1/2' @8 C+CECKED BY- LAF VATE MAWN; OW04/01 9 HS- c 20A 3P ------- PATE 165LIM: dM04/01 A"I j I LAV. 6CALZ .11 L ni> u; @11 @10 CONTROLS AVPV-OW41TME '6 HS LS HL BLOWER ROOM ----—------- 4 F VIN H IH r A EWO�EERI,'S ALF F,, LA ;? CE FA R �'ONAL' &4MT NUMER G*E 4#14- m &5444Z4 7� 1 4#14 d 41 c c% WP i:,-\IWP \13 kill ------------ 14 GA. WELDED P.M. 14 G A. WELDED P.M. FRAME GROUT 50LID 14 GA. WELDED P.M. FRAME GROUT 50LID TYPICAL FRAME GROUT, SOLID TYPICAL TYPICAL (2) It Ga. INSULATED (R-1 MIN.) 16 Ga. INSULATED (R-1 MIN.) HOLLOW METAL DOORS HOLLOW METAL DOOR DOOR 51ZE: 3*-0' X T-O' X 1 3/4' DOOR SIZE: 3'-0' X l'-O* X 1 3/4" It Ga. HOLLOW METAL DOOR DOOR SIZE: 3'-0' X V-8' X 1 3/4" PROVIDE HARDWARE AS LISTED I - SCHLAGE XB"O DEADBOLT LOCK W/ PROVIDE HARDWARE AS LISTED (I-PIN KEYED W/ INTERIOR THUMBTURN) PROVIDE 14ARDWARE AS LISTED Nj/ 1 - MAGER CAST DOOR PULL #IN I -"BEST CYLINDER LOCK (I-PIN KEYED EACH FACE) MOUNT AT INTERIOR I 1/1,2 PAI I R HAGER BUTTS FBBjjq x 4 1/2' x I - BEST CYLINDER LOCK (I-PIN KEYED EACH FACE) 25'-4* 2'-0# 25'-4" ENTRY DOORS I EACH - 5CHLAGE HEAD i FOOT FLUSH ENTRY DOOR 4 1/2' x NRP x US26D LAVATORY 1 1/2 PAIR MAGER BUTTS FBB1111 x 4 1/2" x F-O' BOLTS AT INACTIVE LEAP I - LCN CLOSER - 4111 X CUSHION STOP x AL. DOOR: 4 1/2* x NRP x US20 24' X 180 LOUVERED DOOR: (D 11 - HAGER #835P CONT. ASTRAGAL AT DOORS. I THRESHOLD - REE I SE #S413A 1 THRESHOLD - REESE #5413A AIR INTAKE VENT ACTIVE LEAP 3 PAIR HAGER BUTTS - FBB119 x I SWEEP - REESE #IOIAC 4 1/2* x 4 1/2' x NRP x US260 I SET WEATHERSTRIP - REESE #10A 2'-0' i----------- 2 GLYNN-JOHNSON - 10H SERIES HOLD 12' OPEN/5TOP SEE HI t JI BELOW FOR HEAD/JAMB DETAILS 14 GA. WELDED P.M. LIMITS 01' CONCRETE ITHRE5HOLD - REESE #5413A FRAME GROUT SOLID WALL BELOW 3'-C HIGH HANDRAIL TYPICAL T ALL AROUND. TYP. I SWEEP - REESE #IOIAC DOUBLE I GLAZED WINDOW - — — — — — - — — — — -- r I SET WEATHERSTRIP - REESE #169A L (A IT 5EE H! i J! BELOU! FOR HEAD/jA!le DETA!LS 16 Ga. INSULATED (R-1 MIN.) HOLLOW METAL DOOR DOOR SIZE: 3'-V X T-O" X 1 3/4' 1 RECIRCULATION 12' C.M.U. E% WALL DN It. TREAD5 PUMPS, SEE PIPING D DRAWINGS PROVIDE HARDWARE AS LISTED SUMP PIT, SEE ;or PIPING DWG I - BEST CYLINDER LOCK (I-PIN KEYED EACH FACE) DOOR AND FRAME TYPES SCALE: 1/4"-1'-0' BLOWER RM. 1 1/2 PAIR HAGER BUTTS FB5119 x 4 1/2' x v v V. 4 1/2' x NRP x US20 DOOR: I - LCN CLOSER - 4111 X CUSHION STOP x AL. Dip I THRESHOLD - REESE #5,413A TANK LUZ I SWEEP - REESE #101AC >UJ It-OR REESE #149A => 101-01 101-0" 4'-0' I SET WEATHERSTRIP LLI Xz z ju 11--< oe Ix ;roe ml�_ glu z"A 1/4' x 20 x 8" LONG ADJ. BENT STEEL C.4< uj <10 .. V-2- STRAP ANCHORS. MIN. OF 2 EA. JAMB. g ra F , -THRU WALL FLASHING STAGGERED AERATION AERATION z< < -S' O.C. TANK I TANK 2 w ;r ru W1 WEEPS 2' ;r GROUT CELL 50LID N LLO < —GALV. STEEL GRATE -------- K .2. C.M.U., TYPICAL RE-BAR EACH t PLATFORM W/ 3*-C GALV. CLO -Uj STL. RAILING, SEE SITE DWGS. > JAMB. TYP. r 71 :v => STL. LINTELS, SEE Ujo 0 ;r STRUCT. DWGS. i-Z - I A/zl <1L _jUJ f. C.M.U. WALL, TYPICAL ;r Lu 0- C.M.U. WALL. TYP., FINISHES VARY (mill (3) ANCHORS, TYP., LUM Z SEALANT EACH 51DE EACH JAMB CL En ;r C4< PRESSED METAL (WELDED) CONT. SEALANT L= FRAME, GROUT SOLID. TYP. I _v 20'- STAIR EACH SIDE. TYP. io L C12 x 20.1 STL. CHANNEL FRAME. .1 \—LADDER Ln ct) 4. DEEP Ln GROUT SOLID NTAINMENT 300 GAL. 1:0 TANK 3/40 DIA. STEEL ROD BURGLAR 1'-4- 7-3o B 0 ASIN ISARS 9 4R O.C. EACH WAY PRESSED METAL FRAME, GROUT SOLID. TYP. STAIR IS/ - i 5 3/4' M.O.--t-1 81 C.M.U. WALLI LUo T w . PUMP STATION z M.O. "o 9 CONTROL PANEL T-2'X2* VIEW WINDOW Quj HEAD DETAIL, TYPO EXTERIOR JAMS, TYPO rJ2 "NVENT JAMSMEAD DOUBLE GLAZED <jU x 2' DEEP PIPE Mtn 80 C.M.U. SCALE: 1 1/2' 1'-0' SCALE: 1 1/2" SCALE: 1 1/2*=I'-O' WALL---> TROUGH W/ GRATE OVERHEAD A-1 V.C.T. FLOORING I'X2' VIEW WINDOW. ;r SHOWER 4 LAV. DOUBLEGLAZED EYE WASH-----r- 36" X 30" L OUVERED AIR INTAKE VENT rl_GRAB BARS 24' X 24' WATER HEATER INTAKE VENT SLOWER Room 24* X 24" 0, INTAKE VENT N 12' C.M.U. WALL ;L r--------- ro R-11 P.G. BATT ROOF CURB SUPPLIED BY HVAC CONTR.; INSTALLED �x _T_ BY ROOFING CONTR. RUBBER OR URETHANE ROD STOCK ADHERED IN PLACE L PROVIDE 2'-0' WIDE X 4'-4- C-O' HIGH X 2" THICK *SURE-SEAL' BONDING ADHESIVE SOUND INSULATING 2 PURR OUT WALL 4 I' PANELS (SPACEAT *ELA5TOFORMO FLASHING W/ LAP SPLICE NOTE: GALV. #q EXPANDED METAL 4'-0' O.C.. TYP.) 3 *SURE-5EAL' SPLICING CEMENT MAXIMUM INTERMEDIATE VERTICAL MESH SCREENING 0 ALL —.SURE-5EAL' INSEAM SEALANT RAIL SPACING NOT TO EXCEED TAIL (1/2' FROM FLANGE) I I/AIR O.D. GALV. STL. PIPE RAIL OPENINGS. SEE DE 'SURE-SEAL" LAP SEALANT RAIL 4 POSTS TYP. 24'-B' 21'-S" MIN ASPHALT ROOF SHINGLES M.O. 57-80 00 Z ZAVIZZ !><I I Of R'T H 3/4* CDX PLYWOOD SHEATHING W/ 15 lb. FELT BLDG.�PAPER \—WOOD FRAMING AS REQ'D.. CURB OPN'G. SEE STRUCT. DWGS. FLOOR PLAN SCALE: 1/4* - 1'-0' NOTE: EXACT SIZE OF ALL ROOF OPENINGS FOR FANS, HT�0&86ETC. MUST BE VERIFIED W/ HVAC CONTR. - SEE ST C Is ------ 0 0 0 0 RU ................ ................. A ........ .................... .......... ......................... ALUM. CURB FLASHING CARLISLE DETAIL NO. U-5-D' SCALE: 1 1/2"-l'-O' TREADS OR APPROVED EQUAL ...... ......................................11...... .........I......... AND SHOP FABRICATED LADDER .................. ............... SHIPS LADDER W/ 'SAFE T METAL CO.' 1'-4, W/ 1 1/44* O.D. HANDRAILS TO CLEARTOP OF GUARDRAIL. ...........I........................... ........................... ......... FABRICATOR SHALL SUBMIT SHOP ........... ........... ......... ......................I........................ DRAWINGS PRIOR TO FABRICATION. .......I....... .......I................ ..................................I.......I........ .................. (16) S' D. X 2'-0" W. STL GRATE ......................................I.......I............................. TREAD EQ. TO MOD. NO. 1 1/4" O.D. STL. PIPE HANDRAIL ..... ..........................I.......................I..............I...I....... ASPHALT ROOF SHINGLES SC-1 BY SAFE T METAL CO. WELDED TO CHANNEL STRINGER .................................I...................I............. ..................... ......................I.......................... MCIOx8.4 STL. CHANNEL .... .. ..............I..........I.......I....... .................... STRINGER .......I......................................................... FOR MOUNTING HEIGHTS OF ........... ALLFIXTURES ............ ................ ............................... SEE DETAIL ................... ................ ............... ..............*.......... ............................ PIN. CLG. ........................ EL. +17-0 ..... .......... ........... ......... 0 ... ........... ..........I........S.LOP4... CURBED OPENING. 20' X 20' EXHAUST DUCT SLOPE ............... ............................. F.R.P. OVER SEE DTL. 1/2* M.R. GYP. ...11......................... ........ WALL BOARD, FULL HEIGHT ... ....................... .................. Lu ..... .........I.............. ............I.......... F F EF-4 GRAB BARS AS CURBED OPEN ui ........ .............................I......... I EF-I I EF-21 SEE DTL. ING r_ ..................... ...................... < S.S. FRAME L L ............ ........ TOILET TISSUE ..... ..... .......................................... D15P., TYP.----\ 20- X 200 EXHAUST DUCT 200 X 20' EXHAUST DUCT X 10' EXHAUST DUCT PER CODES 2'x3' MIRROR IN .......... ................ ...... ........ ............ REVISIONS j WRAP TRAP t ..... .......... ........... H.W. LINES W1 ......... ......................... I e/15/01 PIN. FLOOR PIPE INSUL. ....................... .................... EL. +64'-C < .....I.....I...**......... ........ 2 ..... ..... 3 LAV . ............... ....... .................. 1 00 CONT. RIDGE CTURED ...................I.......... ......... . . 2'-0' Ln %a om VENT PREMANUFA .. . ......... u zq -ui W CUPOLA, TYP. .................................. ......I............-1 (L ...... 0 :ea. ............. ..... ......... ................. ...... ........... ...... ........ INTERIOR ELEVO 400 ........ .........I....... ....... QD ir ......... .......I............. ........... ...... ...... SCALE: 1/,4'-1'-0' ................... ...... ......... ..........I....... CLIP ANGLE TO DRAWN ISY: S.W.M. FLOORSLAB .................. ...........................11,..............I...... ..... OD ...................... ................. ............................. CHECKED BYt D.A.C. ir ...................... ........... ......... ...... ............... .......... .............. ............. DATE DRAWN: 1/3/01 LADDER/GUARDRAIL DETAIL .........1-.........I............ ............. ..............I...... ............ ....... ..................................... ............................. . . ..... DATE 155UED: 9/4/01 SCALE: 1/2*-1'-0" ............I.............SLOPE........ M RROR SLOPE SCALE- 5 NOTED < ................... u ........................ ....... .......................... ............. ....................-.................. ........................... ............I........................... .............. JOB NUMBER: 41q ........... .............................. ....... ........ ... .12' 54" 0 SIDE . . .....L.... ARCHITE < ................ A REAR ASPHALT ROOF SHINGLES GRABBAR ........ ...... ...... ......... ............................ ............ U. ........ ....... ............. .............. ......................... ........................... ...........L.................................... ....... T.T. 015P. 1 1/1' O.D. PIPE < ;r RAIL AND P05TS GENERAL NOTES .......I...................... ....................... .... ............ ... ........... '0.4A ACORN NUT z ......... ........L.I.......I.......-......... .......... �l m m 1/41 40 BOLT .......... .......................................... ....................... N.Ff M. 2'-0' O.C. SEE STRUCTURAL DRAWINGS FOR SIZE AND TYPE .............. ...... ..........I............ ............................. < J_ OF ALL STEEL FRAMES REQUIRED FOR ROOF CL I" x 1/8' STEEL I* x 1/8' STEEL OPENINGS AS WELL AS THEIR LOCATION .................... ..................... ................ BAR FRAME (PAINT) BARSTRAP BOLTED .... ......... ................... ............................ ..............I............. NOTE; WELDED TO PIPE TO FRAME ...... ......... ............. ........................... ........... ............. ........... ........... CL MAX. FRAME ALL FLUP HOOD t FAN SIZES INDICATED ARE ........ ................ ........ ....... ................1......... .. ..... VERIFY ALL MOUNTING HEIGHTS WITH EXPANDED METAL ROUGH OPENINGS THRU ROOF. VERIFY SIZE AND I APPLICABLE BUILDING CODES MESH (PAINT) LOCATIONS WITH HVAC CONTRACTOR. .............................................. ENGfREER'5 515� ..................... ..................... ........... PLUMBING VENTS (BY PLUMBING CONTRACTOR) r ARE NOT SHOWN FOR CLARITY. FOR NUMBER AND LOCATIONS SEE PLUMBING ""� DETAIL DRAWINGS. SEE DETAIL TH15 SHEET FOR FLASHING MOUNTING DETAILS rE (L SCALE- 1/4"-IL'-O* SCALE- 3* 1'-0" HVAC. AND ELECT. DRAWINGS. SEE DETAIL TH15 SHEET FOR FLASHING. CONDUIT AND PIPE OPENINGS ARE SHOWN ON PLUMBING, r2 ROOF PLAN SCALE: 114" zz 11-0. EXACT SIZE FOR ALL ROOF OPENINGS FOR FANS. HOODS, ETC. 15 TO BE VERIFIED W/ HVAC CONTR. SHEET NUMBER D GA=l r7 Y��D q. v-- I (L I- T-I k f I I f a b Q PREMANUFA T CUPOLA EQUAL TO C URE D # - #1 1- AR MODEL 4� W/ 5 H STANDARD ODE C WEATHERVANEBY WEBt3 CO. AS DST. MITCO., ANDOVER MA THE t3R0 KWAY SMITH CO CONT. RI H C CO RIDGE BY VENT CONT. RID E TOP OF RIDGE C E G EXHAUS DUCTS,T 'SEE EL. 9Z Z ASPHALTSHINGLES MECH. S IN LES OVER 3/4Y EC DW G S. Aux rL r w�uu SHEATHING . ASPHALT SHINGLES OVER 3/4 PLYWOOD CDX PL OD SHEATHING 12 7 ITI-1 FTI_T FTI_T TTI [ III [ III fill III -III IX8/IX4 WOOD RAKE TRIM 3 PAINTED• TYP. IX6/X3 WOOD FASCIA IA TR IM TOP OF :MASONRY. TOP OF MASONRY I EL. _ 80 i EL. 80 i INTAKE VENT W/ IX6 WD. TRIM D TYP. - PAINTED. O O 1 , . r A ,. s - - n FLUE OPENING 10 L F.F. SEE MECHANICAL T P. -DW S. "(3) Y G .. CLAPBOA RD SIDING IX1 WOOD HEAD T RIM - METAL FURRING 2 R SIDING ON ET G CLAPBOARD E— ` RIM HEAD T IXI `WOOD D METAL :FURRING 2 k ON E / O ' � 1 IXL CORNER TRIM 'PAINTED` / _O 1 I � FLOOR FL FINISH FINISH 00R J. + EL. N— i EL N i F. T /RIM PAINTED INTAKE VENT W PAINT D IXL DOOR T LOUVERED XL DOOR TRIM PA E ' • ? PAINTED. TYP. , TRIM, PAIN D IXi WOOD T I w 0 - v�Tiox T ELEVATION . 2 FAST komil SOUTH I M I Y AL t/4 O SCA LE: I/4 O el SCALE: 2 2 O w 00 .N W V TYP. R MANUFA TUBED CUPOLA, Y P E C T E EXHAUST DUCT. SEE CONT. .'RIDGE VENT MECH.,DWGS. TOP OF RIDGE CONT. RIDGE VENT O G + - EL 9Z 2 DUCTS. SEE EXHAUSTC MECH. DWGS------------- EXHAUST - V DU TS SEE C L7 • MECH. DWGS.C Y OVER 3/4 —� ASPHALT SHINGLES F— AD TRIM DX PLYWOOD SH EATHING O 12 IXIZ WOOD HE C 1 Y ASPH ALT SHINGLES OV ER 3/4 L SHEATHING - k CDX PLYWOOD R / IXG WOOD FALSE DOOR W TRIM, PAINTED i r 5 IX8/IX4 WOOD RAKE TRIM PAINTED, TYP. _3 E Y FASCIA_ TRIM X 6/IX3 WOOD MASONRY TOP OF w TOP OF MASON RY O EL '+80 i _ w EL. 80 i Q w z W . m 2 O INTAKE VENT W/ IX6 WD, N -� TRIM PAINTED,-TYP. REVISIONS I 8/15/OI O O M 1 OPENING 10 6 AFF 'SEE' FLUE cr w 2 W S. (3) TYP. 'MECHANICALD G 3 R SIDING LAP OA D LA C B M `u HEAD TRI L FURRING _ IXI2 `WOOD ON .META U G CL APBOARD SIDING 5 tv ON METAL'FURRING 13 co cr / 1 l7 — _ M P DRAWN BY: B.W. . a - - _ / -LOUVERED .INTAKE VENTW PAINTED. TYP. D.A.C. / IX6 WOOD TRIM, PA ED CHECKED BY. PAINTED - IL C C m IX6 CORN ER TRIM PA T D a 66 - c 1/3/OI DATE DRAWN. �7 • B O 1 DATE ISSUED, 9/1/OI 1 INTAKE VENT W/ O LOUVERED NT E / TRIM, PAINTED TYP.co IX6 WOOD RI r SCALE: AS NOTED p FINISH FLOOR Q FINISH FLOOR FINISH FLOOR EL. +(A'-ir U JOB NUMBER: 984 , f] EL. +N-6 Q IX6 DOOR TRIM. PAINTED AR RITE T. N C �« C> g F f W 2Q +=m i Q c� cn , x C� U F NOR TH EL EVATION 1/,4 TIOH uuEs ELEVATION 3 � H -a SCALE. I/4 I O S 4 Y: - P SCALE. I/ O 2 s Q ENGINEER'S S L �r _ „ W ...E _ F- N I a O 1 c0 NUMBER SHEET W H Q GA=2ANN C a 4 k .......... TOP OF RIDGE TOP OF RIDGE EL. +92'-2' EL. +92'-2* 12 12 ri 1 1 00op .000 TOP OF MASONRY TOP OF MASONRY E . +80—e LP.T. WOOD TRUSSES. SEE STRUCT. DWGS. LP.T. WOOD TRUSSES, SEE STRUCT. OWGS. (USE 5.5. CONN. PLATES) I . (USE S.S. CONN. PLATES) ALL WOOD FRAM(NG. BLOCKING. PLYWOOD, ETC. SHALL BE FIRE RETARDANT TREATED. TYP. 2XI0 WOOD JOISTS 1'-4* O.C. W/ 3/4" COX PLYWOOD AND ALL WOOD FRAMING, BLOCKING, R-30 F.G.. BAT INSULATION PLY OODXNETC. SHALL BE FIRE �A-3) PTW R ARD T TREATED, TYP. FINISH CEILING C.M.U. WALL5. SEE SECTIONS EL. +12'-C 1/2" H.R. G.W.B. SIM. BLOWER ROOM — — — — — — — GALV. STEEL LADDER F 60 AND PLATFORM. SEE 21-0. WIDE X C-00 HIGH X 2- —METAL GRATE OVER 3'-&" HI GH GAURDRAIL SITE DRAWINGS 3'-iV HIGH GAURDRAIL THICK SOUND INSULATING PANELS PIPE TROUGH AT 4'-0' O.C. C.M.U. WALLS. SEE SECTIONS O Ocni LADDER SHIPS CONC. FLOOR SLA5, CONC. FLOOR SLAB, LADDER FSEE STRUCT. DWG5. SEE STRUCT. DWGS. ih I DOWN DOWN -INISH FLOOR r AERATION TANK I FINISH FLOOR INFLUENT ANOXIC TANK A EL. +&4'-iV EL. +44*-C O Ilk CONCRETE TANK WALLS. CONCRETE TANK WALLS. SEE STRUCT. DWGS. CONC. FOUNDATION WALL. r I CO NC. FOUNDATION WALL, SEE STRUCT. DWGS. SEE STRUCT. DWGS. SEE STRUCT. DWGS. 666 CONT. P.V.C. WATERSTOP, TYP. CONT. P.V.C. WATER STOP. TYP. SOT SOT. O• F TANK • OF TANK 7 . . . EL. +51'-0' EL. +51'-0' 12 BUILDING -SECTION BUILDING SECTION SCALE: 1/4'-1'-0' SCALE: 1/4*-1'-0' z PREMANUFACTURED P.T. WOOD TRUSSES PREMANUFACTURED P.T. WOOD TRUSSES 0 2'-O*�O.C. W1 S.S. FASTENERS 0 2'-0' O.C. W/ S.S. FASTENERS ASPHALT SHINGLES OVER 3/4* ASPHALT SHINGLES OVER 3/4' CDX PLYWOOD SHEATHING COX PLYWOOD SHEATHING (2) 2X8 WOOD SILL PLATES W/ (2) 2XI2 WOODS PLATES W/ 1/2' ANCHOR BOLTS 9 4'-0' O.C., STAGGERED MIL POLY VAPOR BARRIER 4 MIL POLY VAPOR BARRIE —6 IXt,/IX3 WOOD FASCIA TRIM, 1/2' ANCHOR BOLTS 9 4'-0' O.C., R-30 F.G. BATT INSULATION R-30 F.G. BATT INSULATION STAGGERED ER IX&/IX3 WOOD FASCIA TRIM, PAINTED, TYP. PAINTED. TYPlil CONT. METAL CONT. METAL' DRIP EDGE DRIP EDGE TOP' OF RIDGE EL. +92'-2* TOP OF MASONRY \jF ICI EL. +190--,V L 5/s, 'DENS-GLASS GOLD' QENS-GLASS GOLD' SOFFIT BD. SOFFIT BD. CLG. ON IX3 9/80 'DENS-GLA55 GOLD' CEILING ON IX3 FURRING 1'-4* O.C. WOOD FURRING 9 1'-4" O.C. SOFFIT BOARD W/ 5/8* 'DENS-GLAS5 GOLD' 3' CONT. VENT STRIP 12 SOFFIT BOARD W/ 3' CONT. VENT STRIP IXt WOOD TRIM, PAINTED IX& WOOD TRIM,"..PAINTED 'WELD IN PLACE RAIL 12" PLAIN FACE C.M.U. 'BOND BEAM, SEE 12' PLAIN FACE C.M.U. P05T TO POCKET STRUCT. DWGS. BOND BEAM STRUCT. DWGS. -e RE PRIMED WOOD CLAP50ARDS OVER 'DUPONT' • METAL PURRING 9 2RA O '-0* O.C. IV DEEP STEEL RAIL (PROVIDE ALTERNATE TO POSTPOCKET AND SUBSTITUTE *HARDIPLANK" BY BRACKET. TYP., EXP. JAMES HARDIE BLDG. PRODUCTS BOLT TO ON . WALL WALL IN LIEU OF WOOD, CLAPBOARDS) 12" PLAIN FACE C M.U. WITH 'KORFIL' INSULATION TOP OF MASONRY SEAL INTERIOR FACE DUR-O-WAL MASONRY (n OF MASONRY, TYP. cy HORIZ. WALL REINF. EVERY =3 EL. +80'-C PRE-PRIMED WOOD OTHER C.M.U. COURSE FULL 0 CLAPBOARDS OVER *DUPONT" HT., SEE STRUCT. DWGS. u LP.T. WOOD TRUSSES. SEE STRUCT. DWGS. TYVEK BLDG. WRAP ON 1/8" v (USE S.S. CONN. PLATES) METAL FURRING 0 T-O" O.C. u (PROVIDE ALTERNATE TO 0 ;r J SUBSTITUTE AR (PLANK BY DAMES HARDIE BLDG. PRODUCTS \ f 0 S T DETAIL tn IN LIEU OF WOOD CLAPBOARDS) Lu <_ SEAL INTERIOR FACE OF MASONRY, TYP. SCALE. 1 1/2' I'-Ow SEE STRUCT. DWG5. uj FOR VERY. REINF. FILL Lu tn of 12' PLAIN FACE C.M.U. WITH :�3 CORES SOLID W1 GROUT 'KORFIL' INSULATION AND REMOVE CELL INSUL. u REINFORCING z uO 2XIO WOOD JOISTS 1'-4* O.C. u w W/ 3/4* CDX PLYWOOD AND v R-30 F.G. BATT INSULATION 0 uj 0 P :..FINISH CEILING CD z GALV. STEEL LADDER AND Lu PLATFORM, SEE SITE S. ui INTERIOR EXTERIOR EL. +12'-C EXTERIOR IN tn 1/2* M.R. G 11 F ui 19oc 1 M u REVISIONS L4 Ile z LAVATORY ..Wow 0 u OUR-O-WAL MASONRY 1 140 T, HORIZ. WALL REINP. EVERY -3'-iV HIGH GAURDRAIL-1 N OTHER C.M.U. COURSE FULL 2 PURR OUT WALL 4' FR.P. OVER 1/2' WT.. SEE STRUCT. DWGS. 1 1/4' O.D. STEEL PIPE M*.R. G.W.B. RAIL I POSTS. TYP. _A'A 3 C.M. SEE DETAIL U. WALLS, SEE SEC TIONS— Ln SHIPS • SEE STRUCT. DWGS. AI -8 R-11 F.G. BATT INSULATION CONC. FLOOR SLAB, LADDER FOR VERT. REINF. FILL THRU-WALL FLASHING fq I SEE STRUCT. DWGS.i CORES SOLID W/ GROUT W/ WEEP HOLES a DOWN • AND REMOVE CELL IN5UL. 7-8' O.C. Ask FINISH FLOOR • REINFORCING EL. +44'-C cr 0 Ir CONCRETE TANK WALL. DRAWN BY: S.W.M. co SEE STRUCT. DWGS. DIP TANK CHECKED BY. D.A.C. QD CONCRETE TANK WALLS. cr SEE STRUCT. DWG5. cr CONC. FOUNDATION WALL, DATE DRAWN: 1/3/01 SEE STRUCT. DWGS. AIRMAIA THRU-WALL FLASHING ;o W/ WEEP HOLES DATE ISSUED, cl/4/01 7-8' O.C. 1/2" HIGH 'R' RIGID INSUL. AS NOTED SCALE: < F JOB NU BER: J841§ INISH AS SCHEDULED u 0 OVER CONC. FLOOR SLAB, SEE 5TRUCT. DWGS. 1/2' 14% 'R'I < • RIGID I SUL. AR HIT CT' < FIN. GRADE, SEE 51TE DWGS. FINISH FLOOR LE EL. +64'-C STEEL STAIR W/ \—SEE SITE OWGS. FOR GRADE o NO-SLIP FIN.. TYP. DETAILS o. BOY. OF DIP TANK IV < L MIL POL z CONT. P.V.C. WATER5TOP, TYP. Y 6 MIL POLY VAPOR BARRIER II VAPOR BARRIER D < OWN II IICOMPACTED FILL. TYP.. BOT. OF STAIRS a. Al. COMPACTED FILL. TYP. I. SEE 5TRUCT. DWG5. SEE STRUCT. DWG5. -0' IF, II 1 1/2* RIGID 5TYROFOAM 0- 1 1/2' RIGID POLYSTYRENE INSUL. CONY TO TOP IN5UL. CONT TO TOP OF FOOTING ENGINEER'S MEAL :A OF FOOTING T 3V DEEP X 30" DIA. T cli SUMP PIT CONC. FOUNDATION BOY. OF SUMP PIT CONC. FOUNDATION WALL SEE STRUCT. EL. +48'-0" WALL. STRUCT. DWGS, DWGS. BUILDING SECTION Hl 0 SCALE: 1/4"-l'-O" WALL -SECTION WALL SECTION KS SCALE: 3/4--l' SCALE: 3/4'-1'-0" SHEET NUMBER < 0 GA=3 0 tit 0. ENE4 ZW 12" CMU WALL. BOF EL 60'-0' TOW EL 67'-10" SEE SECTION 1 8" OR 6" CMU THIS DWO. 6" CONC -SLAB. SEE CONT. BOND BEAM T I ..............m I PLAN FOR REINF & EL. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — q rA F— --- — — — — — — — — — — — — — — — — — WITH 2-#6 CONT. GRADE — — — — — — — — — — — — F — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —7 WIRE SCREEN DAM AT CORES A 19'-3 3/4" 24' -6" TOW EL 80' NOT TO BE ED c*4 GROUT F- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0 0 :.Ti #7's VERT 0 32"oc -lost TOW EL 67 to co T-O to TYPICAL VERTICAL WALL REINF. COMPACTED COARSE TOC E'L 20-6"0 CMU #7032 12 4 12" 2'-*0' GRAINED SOIL TOW EL 64'-6" PO < 3-#4 CONT LATION T #4's 012 EF, EW lt-3" BASE OF BRIDGE CRAN`E� '\\—TOW EL 64'-6- x3'_O DEEP N 530-Ost ABOVE (BY OTHERS) 5'-6 SUMP PIT ADDITIONAL BAR EACH SIDE OF RIGID INSU 10 w/ 4-3/4"OxB"LONG AB'S 4 W/ 3" HOOK TYP TOW EL 67'-6' 5 ALL OPENINGS, EXTEND 32- BEYOND UON I I-oss TOW EL 64'-6" U) 12" CONCRETE S-1 FOUNDATION WALL #9GA LADDER TYPE JOINT REINF. @ 16"O.C. �,3�� -DROP' ' KIM (3)#5's CONT. 4'-0" rL 61-0" lo"o" 39-6" 49-0" IFILL W/ COIN lo'-O 41-0" 6- l'-O" 6" of 0 EL. 53'-d 21 6 1 t_o1!+> of ---> .I<_ l'_O > TYPICAL THICKENED SLAB SECTION i t-o" 19-0" _099 4> S-1 1 t_o" r W GROUT SO S 0 \-- TOW EL TO EL LID AT REINFORCED CORE 0 1-4 67'-6" A 67 GRANULAR MATERIAL OR COM CTED GRAVEL FILL. TOW EL 67'-10" \- WEIR SEE SECTION 9 00 0 TOP OF MAT EL 51'-0" THIS DWG. TYP -C-4 TOW EL1 SECTION SECTION 3 TOW EL TOW EL 64'-6"-.L> 11--o" 67'-6" HORIZ WALL REINF. 67'-6" i'L6" 1") BOF EL 60'-0" HORIZ WALL 8"x8" DEEP SIZE AND NUMBER OF TOW EL REINF. 04 TOC EL TOW EL 64'-6" 00 NOTCH IN 1 67'-6" CORNER BARS TO MATCH DETAIL BOF EL '65'-6 WALL TYP i 1_099 HORIZ REINF TYP 0 ALL 3' 8" _011 TOW EL 64 -6" WA 60'-0" LL INTERSECTIONS a TYP /— TOW EL 63'-10" NSPECTION PANEL >N4 Typ '00 -OUT I KNOCK #4 TYP 15" CONC WALL FIN FL I r7-7r 11 of SECTION 6 THIS D V-3 TOW EL 63'-1 -ij SEE PLAN TOW EL 1 1"' FOR REINF ,SEE it i -t ':' VARIES 0 00 L - - - - - -- 2`0: WG r 4 �6 _6� R BARS TO I-011 2'CORNE 3 4 /TOW EL MATCH HORIZ REINF co FOR DIM'S OF COVER SHELF FDN TOW EL 64'-6" 0 S 1 1 -3" THK MAT to t Is #40 TO 49'-9" TOC EL -3" THK MAT FDN IiI I I I P, C,4 CL W EL 64'-6 go 4'-2" SEE MANUFACTURER WATERSTOP ��Sj REINF w/ #6's @12 _009 n--n N 13ASIN I n-n DEEP 67'-6" TYP 0 ALL CORNERS oc EW T&B. BOT EL n-n 7 — > 19 n2 L Al TQC EL 26 LO EQUIP PAD. 8" CMU SEE SECTION 8 REINF w/ #6's @12"oc ------- EW TOP & BOTT 6 71 ON THIS /soft.% DWG. TYP. 6" 8" 6" I L 04L 2'-6 0 L < >< 3><�� -I — 2 to 7 1 4-, 1 -1 co EL 51'-0 TOC E L 6" SOG w/ #4's INDICATES THICKENED __j S-1 SLAB BELOW. SEE TYPICAL TRENCH DETAIL 5'�O" 0 0.1 8" CMU 65'-0" TOC EL 1c) LO 6 012" oc EW CTR _0 I 12'-Om SECTION 21 THIS DWG. TOC EL 64'-6" BO EL 60'-0" 41 ;x TOW EL 63'-10" TOW EL 645-6s' c) 1/4xl" STOP WELDED TO L .1. 2A 31-099 1 0 31-0" Y-6st NOTE: GROUT CORES FULL HEIGHT WITH A HIGH SLUMP GROUT. WHEN THE GROUT 1/4" CHECKERED PLATE > j< 1 77 1W EL 64' 6" 7 n St TOC EL 0 , - . Z REACHES THE CONSISTANCY OF STIFF MORTAR VIBRATE TO A DEPTH OF 4b < x 21-4" A AT LEAST 1/2 THE r - > POUR HEIGHT. ALL GROUTING OPERATIONS REQUIRE 4 — — — — — — — — — — — — — — — — — — — — — — — — —I — — — — — — — — — — 6s- 22'-0" FULL TIME INSPECTION BY A QUALIFIED TESTING AGENCY. L3X3Xl/4 w/ 3 10 1 1/8X1 STRAP ANCHOR 0 12" TYPICAL 12" MASONRY WALL SECTION S-1 S-1 S-1 46's @6" oc 3*-Osl 52'-8" DETAIL A TYP z NOTE: FOR CATWALK, HANDRAIL, LADDER AND STAIR INFORMATION SEE G.Z DRAWINGS. SECTI ON SECTION SECTION ( 5 FOUNDATION AND SLAB PLAN -0' SCALE: '=l' 1/40t lo-Olt TOW EL 67'-6" 3t-8" 4 t-O" 3 6" SOG SEE PLAN 77 45 TOW EL 67'-6" FOR REINF TOW EL 64'-6" 3o-O" 3/4". CHAMIFER, #4's 018" MAX TOP OF WEIR EL 4" TYP TYPICAL 'S ROUGHEN SURFACE OF SLAB _01 50-Off 73 ALL AROUND MID) —1 1/2- CL TREAT AS CONSTRUCTION JOINT VARIES SEE G.Z DWG 41 2 -Ab- #4012 _)7 PADS OVER 12" HIGH MAX. WALL 6 D STIRRUPS ,I CTR 4" PADS UP TO 12" HIGH OPENING 6" ELEV VARIES. SEE PLAN 7 . 4 A #3012 EW ELEY VARIES. SEE PLAN UP TO 4'-0" 8so NONE _000 -of) 6-p #3@8 7 -4 'ELEVATION VIEW 4 TO 6' TYP 6"j A 1;_�T,4 A 4" l-O" TO 89 24" #308 #4 CONT ......... _A� 45* CHAMFER -0" -0" 32' #4016 6 . 690 3' 8' '0" TO 10' #4 TIES @12" oc MAX 1 1/2" COVER (TYP) 2-:#6 1 1 #6's @12"oc 4" EW EF ---> <_ NOTES: 1.) SEE ARCH, MECH, PLUMB & ELECT DRAWINGS FOR 41' SIZE, LOCATION & ELEV WHEN NOT SHOWN ON PLAN. #6's 01 2"oc EW EF TOP OF WEIR EL TYP ALL 12" TANK WALLS 2.) ANCHOR BOLTS, WHERE REQ'D, SHALL BE SIZED AND VARIES SEE G.Z DWG'S CMU LINTEL #6012" DOWELS ---SCHEDULE LOCATED ACCORDING TO MANUFACTURER'S REQUIREMENTS. 2" co #6's 06"oc TYPICAL DEPRESSED SLAB DETAIL #6's @12"oc TYPICAL EQUIPMENT PAD DETAIL SECTION A-A CN WATERSTOP a_ #6's @12"oc SECTION SECTION ( 8� � SECTION ( 9 6" _HORIZ EF co EL 51'-0" *90/ REVISIONS 12" 13 COVER WATERSTOP 4 l'-3" THK MAT FDN REINF w/ #6's 012"oc EW TOP & BOTT SECTION SCALE: )�"=V-O' DRAW 15Y# Nm cHmam by$ KA 20-0" DAU DRAM 0148cvm t DAM MOUM EL 64-6" A AD im"2n 4, TOW EL 63'-10" VIE 6" SLAB w/ No. 6 #4's 012" EW CTR WIN A OPAL NOTE: FOR INFORMATION NOT SHOWN HERE CF 1v SEE SECTION 3 ON THIS DRAWING. A-KENN A -y TYPICAL SLAB AT DOORWAY DETAIL NO 7761 TS A' SECTION ('1ON� SCALE: 1"=l'-O' SHMIT W� 0 %-A cul T, c 0 WAI _t U �4 ET r r/ GwS�l --------------- ------------ GENERAL NOTES PRE—ENGINEERED WOOD ROOF TRUSSES 02'-0" oc CRANE BASE ADMIXTURE SEE ARCH CRANE RUNWAY BELOW BELOW TYP PRE—ENGINEERED WOOD CAST—IN—PLACE CONCRETE TRUSS 02'-0" oc SIMPSON ANCHOR USE WATER—REDUCING ADMIXTURE OR MID—RANGE ra MODEL NO.: HGA10 GENERAL WATER—REDUCING ADMIXTURE IN CONCRETE, AS REQUIRED, 1/2"0 ANCHOR BOLTS FOR PLACEMENT AND WORKABILITY. USE AIR—ENTRAINING 04'-0" oc TYP CAST—IN—PLACE CONCRETE INCLUDES THE FOLLOWING: ADMIXTURE IN EXPOSED CONCRETE WELLS UNLESS OTHERWISE FOUNDATIONS AND FOOTINGS, SLABS—ON—GRADE, AND GROUTS. INDICATED. ADD AIR—ENTRAINING ADMIXTURE AT "K, I SEE ARCH, MECH, CIVIL, AND ELECT. DRAWINGS FOR MISCELLANEOUS AT POINT OF PLACEMENT HAVING TOTAL AIR CONTENT WITH A CONCRETE. 12" CMU WALL— RECOMMENDATIONS. USE ADMIXTURES FOR WATER REDUCTION SUBMITTALS AND SET ACCELERATING OR RETARDING IN STRICT SHOP DRAWINGS FOR DETAILING, FABRICATING, BENDING, AND PLACING 2-2x6 SILL PLATE CONCRETE REINFORCEMENT SHALL COMPLY WITH ACI 315 "MANUAL OF CONCRETE MIXING STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE < STRUCTURES". READY—MIXED CONCRETE: COMPLY WITH REQUIREMENTS OF ASTM C94. QUALITY ASSURANCE FORM 12" CMU WALL BELOW 2-2x6 SILL PLATE CODES AND STANDARDS: COMPLY WITH PROVISIONS OF THE X TRUS FIPRE—ENGINEERED WOOD SEE DWG G.S-1 FOLLOWING CODES, SPECIFICATIONS AND STANDARDS, EXCEPT WHERE CHAMFER EXPOSED CORNERS AND EDGES, USING WOOD OR —0" oc. SEE ARCH 02' MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED: METAL CHAMFER STRIPS FABRICATED TO PRODUCE UNIFORM SMOOTH LINES AND TIGHT EDGE 'JOINTS. INDICATES ROOF PENETRATION AMERICAN CONCRETE INSTITUTE (ACI) 301, -SPECIFICATIONS FOR TYP STRUCTURAL, CONCRETE FOR BUILDINGS." PLACING REINFORCEMEN SECTION (�l� ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED COMPLY WITH THE CONCRETE REINFORCING STEEL INSTITUTE'S �x CONCRETE." RECOMMENDED PRACTICE FOR "PLACING REINFORCING BARS,- SCALE: 1"=l'—O'. FOR DETAILS AND METHODS OF REINFORCEMENT PLACEMENT CONCRETE REINFORCING STEEL INSTITUTE (CRSI) -MANUAL OF AND SUPPORTS AND AS SPECIFIED. CLEAN REINFORCEMENT x x, < OF LOOSE RUST AND, MILL SCALE, EARTH, ICE, AND OTHER STANDARD PRACTICE." X ........... MATERIALS THAT REDUCE OR DESTROY BOND WITH CONCRETE. ........... > MATERIALS AND INSTALLED WORK MAY REQUIRE TESTING AT ANY TIME PLACE REINFORCEMENT TO MAINTAIN MINIMUM COVERAGES AS x x DURING PROGRESS OF WORK. INDICATED FOR CONCRETE PROTECTION. --RIDGE PERIMETER INSULATION JOINTS CONSTRUCTION JOINTS: LOCATE AND INSTALL CONSTRUCTION )< POLYSTYRENE BOARD, ASTM 578 TYPE IV, 10 PSI COMPRESSIVE JOINTS SO THEY DO NOT IMPAIR STRENGTH OR APPEARANCE GTH, 2 1/2% MAXIMUM WATER ABSORPTION. STREN OF THE STRUCTURE. PROVIDE KEYWAYS AT LEAST 1—1/2 DOOR OPENING BELOW TYP REINFORCING INCHES DEEP IN CONSTRUCTION JOINTS IN WALLS AND,SLABS AND BETWEEN WALLS AND FOOTINGS. REINFORCING BARS: ASTIVI A615 GRADE 60, DEFORMED. ISOLATION JOINTS IN SLABS—ON—GRADE: CONSTRUCT ISOLATION JOINTS IN SLABS—ON—GRADE AT POINTS OF SUPPORTS FOR REINFORCEMENT: BOLSTERS, CHAIRS, AND OTHER DEVICES FOR SPACING, SUPPORTING, AND FASTENING REINFORCING CONTACT BETWEEN SLABS—ON—GRADE AND VERTICAL BARS IN PLACE. SURFACES OF FOUNDATION WALLS. 'ALL JOINTS IN TANKS'SHALL HAVE R CONCRETE MATERIAL CONCRETE PLACEMENT PORTLAND CEMENT: ASTM C150, TYPE I OR TYPE 11. NORMAL—WEIGHT AGGREGATES: ASTM C33 COMPLY WITH ACI 304, "GUIDE FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE." WATER: POTABLE. < COLD—WEATHER PLACEMENT: COMPLY WITH PROVISIONS OF ADMIXTURES, GENERAL: PROVIDE CONCRETE ADMIXTURES THAT ACI 306. CONTAIN NOT MORE THAN 0.1 PERCENT CHLORIDE IONS. HOT—WEATHER PLACEMENT: WHEN HOT WEATHER X >/ AIR—ENTRAINING ADMIXTURE: ASTM C260, CERTIFIED BY CONDITIONS EXIST THAT WOULD IMPARE QUALITY AND MANUFACTURER TO BE COMPATIBLE WITH OTHER REQUIRED STRENGTH OF CONCRETE, PLACE CONCRETE COMPLYING WITH ACI 305. ADMIXTURES. ADD AIR ENTRAINING AGENT TO CONCRETE AS REQUIRED IN ACI 301, TABLE 3.4.1 FOR ALL CONCRETE EXPOSED TO WEATHER. FINISHING FORMED SURFACE t�< x WATER—REDUCING ADMIXTURE: ASTM C494, TYPE A. X�/, x I kN I SMOOTH—FORMED FINISHED: PROVIDE A SMOOTH—FORM FINISH WATER—BASED ACRYLIC MEMBRANE CURING COMPOUND: ASTM C309, ON CONCRETE SURFACES EXPOSED TO VIEW OR TO BE TYPE 1, CLASS B. PROVIDE MATERIAL THAT HAS A MAXIMUM VOLATILE COVERED WITH A COATING MATERIAL APPLIED DIRECTLY TO ORGANIC COMPOUND (VOC) RATING OF 350 G/L. CONCRETE, OR A COVERING MATERIAL APPLIED DIRECTLY TO S-2 CONCRETE, SUCH AS WATERPROOFING, DAMPROOFING, VENEER CURING, SEALING AND HARDENING COMPOUND: FOR STEEL PLASTER, PAINTING, OR ANOTHER SIMILAR SYSTEM. THIS IS TROWELED SLABS, INTERIOR OR EXTERIOR APPLICATION, EXPOSED AN AS—CAST CONCRETE SURFACE OBTAIN AFTER FINAL CONSTRUCTION. EPDXY ANCHORING GROUT FOR SETTING FORM—FACING MATERIAL, ARRANGED IN AN ORDERLY AND REINFORCING BARS AND ANCHOR BOLTS. ALL HEADED BOLTS AND SYMMETRICAL MANNER WITH A MINIMUM OF SEAMS. REPAIR DEFORMED BARS SHALL BE SET A MINIMUM OF 12 BAR DIAMETERS AND PATCH DEFECTIVE AREAS WITH FINS AND OTHER UNLESS OTHERWISE NOTED. PROJECTIONS COMPLETLY REMOVED AND SMOOTHED. 00 NON—SHRINK CEMENTITIOUS GROUT: FOR STRUCTURAL GROUTING OF MONOLITHIC SLAB FINISHES ROOF FRAMING PLAN COLUMN BASE. SLAB ON GRADE SEMI—RIGID EPDXY JOINT FILLER. 0--4 1/4#0 11—O's SHORE HARDNESS A80, D50. SCRATCH FINISH. APPLY SCRATCH FINISH TO MONOLITHIC SLAB SURFACES TO RECEIVE CONCRETE FLOOR TOPPING OR MORTAR SE17ING BEDS FOR TILE, PORTLAND CEMENT PROPORTIONING AND DESIGNING MIXES 1-4 TERRAZZO, AND OTHER BONDED APPLIED CEMENTITIOUS SUBMIT WRITTEN REPORTS FOR EACH PROPOSED MIX FOR EACH FINISH FLOORING MATERIAL. CLASS OF CONCRETE AT LEAST 15 DAYS PRIOR TO START OF WORK. FLOAT FINISH: APPLY FLOAT FINISH TO MONOLITHIC SLAB SURFACES TO RECEIVE TROWEL FINISH AND OTHER FINISHES 1.5xSNOW= 37.5 PSF DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE AS FOLLOWS: 4000 PSI, AIR—ENTRAINED, CONCRETE FOR GENERAL USE. AS SPECIFIED. LIVE LOAD CASE 3: 1 1 1 1 1 1 1 1 1 10-4 1 TROWEL FINISH: APPLY A TROWEL FINISH TO MONOLITHIC SLUMP LIMITS: PROPORTION AND DESIGN MIXES TO RESULT IN 1.5xSNOW= 37.5 PSF CONCRETE SLUMP AT POINT OF PLACEMENT OF NOT LESS THAN 1 SLAB SURFACES EXPOSED TO VIEW AND SLAB SURFACES TO INCH AND NOT MORE THAN 3 INCHES. BE COVERED WITH RESILIENT FLOORING, CERAMIC OR QUARRY LIVE LOAD CASE 2: TILE, PAINT OR ANOTHER THIN FILM—FINISH COATING SYSTEM. SNOW= 25 PSF AFTER FLOATING, BEGIN FIRST TROWEL—FINISH OPERATION LIVE LOAD CASE 1: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 USING A POWER—DRIVEN TROWEL. BEGIN FINAL TROWELING WHEN SURFACE PRODUCES A RINGING .SOUND AS TROWEL IS MOVED OVER SURFACE. CONSOLIDATE CONCRETE SURFACE BY FINAL HAND—TROWELING OPERATION, FREE OF TROWEL MARKS, UNIFORM IN TEXTURE AND APPEARANCE, AND FINISH SURFACES TO TOLERANCES OF F(F) 35 (FLOOR FLATNESS) AND F(L) 25 (FLOOR LEVELNESS) MEASURED ACCORDING TO ASTM El 155 (ASTM El 155M). GRIND SMOOTH ANY SURFACE DEFECTS THAT WOULD TELEGRAPH THROUGH APPLIED FLOOR COVERING SYSTEM. u NONSLIP BROOM FINISH: APPLY A NONSLIP BROOM FINISH TO EXTERIOR CONCRETE PLATFORMS! STEPS, AND RAMPS, TOP CHORD DEAD LOAD= 10 PSF AND ELSEWHERE AS INDICATED. BOT CHORD DEAD LOAD= 10 PSF CONCRETE CURING AND PROTECTION CURE CONCRETE IN ACCORDANCE WITH ACI 301 AND AS OTHERWISE SPECIFIED. NOTE 1.) THE TRUSS MANUFACTURER, CHOSEN BY THE CONTRACTOR, SHALL BE RESPONSIBLE FOR THE DESIGN OF THE TRUSS AND SHALL SUPPLY STAMPED DRAWINGS FOR RECORD. CONCRETE SURFACE REPAIRS 2.) THE TRUSS SHALL BE PRESSURE TREATED TIMBER WITH STAINLESS PATCHING DEFECTIVE AREAS: REPAIR AND PATCH DEFECTIVE STEEL GUSSET PLATES. AREAS WITH CEMENT MORTAR IMMEDIATELY AFTER REMOVING FORMS, WHEN ACCEPTABLE TO ARCHITECT. MIX DRY—PACK MORTAR, CONSISTING OF ONE PART PORTLAND CEMENT,TO 2 1 2 PARTS FINE AGGREGATE PASSING A NO. 16 MESH SIEVE, USING ONLY ENOUGH WATER AS REQUIRED FOR REVISIONS HANDLING AND PLACING. CUT OUT HONEYCOMBS, POCKETS, VOIDS OVER 1/4 INCH IN ANY DIMENSION, AND HOLES LEFT TRUSS LOAD DIAGRAM BY TIE RODS AND BOLTS DOWN TO SOLID CONCRETE, BUT IN 2 1/8" V-009 NO CASETO A DEPTH LESS THAN 1 INCH. MAKE EDGES OF CUTS PERPENDICULAR TO THE SURFACE. THOROUGHLY 6 CLEAN, DAMPEN WITH WATER, AND BRUSH—COAT THE AREA 4 TO BE PATCHED WITH BONDING AGENT. PLACE PATCHING MORTAR BEFORE BONDING AGENT DRIES. FOR SURFACES EXPOSED TO VIEW, BLEND WHITE PORTLAND CEMENT AND STANDARD PORTLAND CEMENT SO THAT, WHEN DRY, PATCHING MORTAR WILL MATCH SURROUNDING COLOR. PROVIDE TEST AREAS AT INCONSPICUOUS LOCATIONS TO VERIFY MIXTURE AND COLOR MATCH BEFORE PROCEEDING WITH PATCHING. clum lays COMPACT MORTAR IN PLACE AND STRIKE—OFF SLIGHTLY HIGHER THAN SURROUNDING SURFACE. CNMCMD Drs DATE DRAM ovuwal DAU MIUM ""m WAS Ab NOM im Room MAL )AR IES W11 'H OF NiONNIM VAL C CF , A.K-=%N-ZTH NC 27761 SHMT GwS 2 I1 2 I I I O v I I I I I ' I I PROVIDE PIPE SUPPORTS CONNECT FOR GAS LINE AS DETAILED $/4I GAS TO ON DRAWING G.P-2 AT UNIT HEATER 5'-0" INTERVALS C'15 CF.H.) CONNECT Y OTHER 211PUMP DISCHARCpE / 3/4"GAS TO TO TOP OF WALL / SECURE VENT PIPES B W/ DUAL CHECK \ UNIT HEATER � \ 2 v-ON 211V-DN VALVES \ (15 C.F.H. CONNECT ° ° 4" VALVED GAS TO EMERGENCY GENERATOR M00 OTHERS) A - - — - — - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - -- - - - - - - HER I I RUN PIPING ABOVE CL'G � II /4" G 4„ THRU THE - -`�"" l� DROP 4"GAS 04 Lfoo \ --3" `2u 211 II I5UILDING.AND SUMP PUMP IN \ / ABOVE GRAD T / RUNOUT AT So' PIT - SEE II DETAIL DWG G 9F .D 11A 11 IGENERATOR FIN, FLOOR ELEV. 1 (2 15) INV. 60.35' 4'W&T 45' D.C.O. z" /10 (TYPICAL) I2" 1/211 1/2" FD!IA11 TPw I _TPw „r � TPW � .� TPW ' I F.C.O. p+� I INV. 4J.1 1 11 11 411 5' MV. 50 ' t PIPE DROP l I FIELD VERIF /X\ DISTANCE 311 TRAP PRIMER WIT 3 I Q PIPE DISTRIBUTION UNI f AND TWO (3) 1/2"T1�'W F�1 DOWN TO FLOOR PRAT 4"v-UP ' 1 I � 1 TO 4"V.T R. � I INFLUENT AMOK C TAN ' MEMBRANEDP � O I I TAN K „ _ CHAMBER 411 - 1 M u 4 V UP I �! TO 4"V.`f.R -411 4" I 4 -_ L ,. .-_ 2 II211 / I I 11 , Q A R AT 0 A E R AT ON r�- 21� -= 21� �-- 2 N a CONNECT 4 VEN I TOO EQUALIZATI 4"v-DN // 11 I ^ F.D•IIA II D ANK 4 V-u\+ TAN1 TA 2 I 11 / I TO 4"v.T.R I 4 1 N L _J I�I'011 ( 3/4" ( 15) 411 I TA I [~ Y c. Y 1 � � � � � O 15 G B P.G- I I I04 &00 U 1/2"H5 (18" AFFa I 3/411 CONNECT INSTALL FLOOR I I 3/4"GAS TO DRAIN AT SbTT INSTALL WEAL CABLE ON HJW. PIPE NON-FREEZE I UNIT HEATER OF TROUGH (62 UNDER INSULATION TRA - GABLE TO UR EQUAL �5 C.F.N.) TO "wARr1 TRACE" AS MANUFACTURED BY WALL HYDRANT /� THERMON SET TO MAINTAIN 120' WATER I 411— II MOUNT Z4"AF.Cs. r,, 3/4"CW-DROP I f 1 I FD."A CONNECT 112" 111 C15fd) 411 I 3/4"GAS t0 I I } UNIT NEATER II I 2 II .P 1_1 F.D IIAII - 4."WBcT TYPICAL (15 Ck.H.) / 325) 3/411 IZ" �� i-1/2" 1325) ,�✓ (TYPICAL) StW I 1 INV. 61.03 / 1-1/2 l �/ EZE G / 1 i I I G ... .^ 3/4 - _ i 4' 1 WALNE70RANT - - - - - - -- _ (2350) V_ _ _ MOUNT 24"AF.CS. 3/4 I I " '-3/ - _° - 411� 1 811/FT 4o I I/8"/Ft 4u 1/8"/FT 11 I/8"/Ft 1 F G.O. I I �4 411 F D. A I11 4" 1" I ° 11 IIw to � ° ° _^ - III F _..� .� -3►— - _ - —� _ -► ---- — I - - -- - - -� - - - -- - — - - - - - - - - - - - - - - - - - - FCA ° ° f 2 � 2 - TF'W.. 3 _ f r II I I113� ° ° I I FD 11 A 11 II II 1-I/4"GAS TO JI Bit I �,JI II 311 UNIT C5Y v./�1.V.) 11 i� I - - - - - - - - 2 I f - -� III -- -- ----- /-- I 11 3/4CW-DROP " RUN 3/4"WATER TO �------ -►--- --�......_� - -- -- ---#►- - �� -�- -�--�-) 11�5 CF.H.) 3/4 "V-DN II 2M' -DN _ _ _ EYEWASH UNDER SLAB I I I II I III 2" (500) cs G ( G 1/2"HB (16" AFF.) 1 I 3/4 I i 1-1/2 (325) II 3 I� I-1/2 P PRIMER WITH 4 I 411 TRAP PRIMER WITH 3 ,� I 1- 4 " I 11 I) 11 RIPE DISTRIBUTION UNIT II P-5 TEMPERIN63 111 II 1, 11 — — — , — — I Z � 11 II PIPE DISTRIBUTION UNI ] 2 AND FOUR„l4) I/2 TPw � EMERGENCY GAS AND THREE (3) 1/2"TF'W I 11 DOWN TO FLOOR DRAT ��LENDING SHUT-OFF VALVE VALVE - SEE SPEC 11 DOWN t0 FLOOR DRAIN I II FIN,FLOOR ELEV. I ,�2 4 : 1/2 3 1 1 l I I I 1/2" I �/) -11111 TPW UNIT B SEE SPEC I I 1 64.5ID I I 3/4" I I I TPW "No TPW I/211 t TPW 3/4" GAS METER GAS ^1/4°HW=DROP 1 �� 1721' I SERVICE 5Y LOCAL I I 31� // 1 1/4 TW DROP 2 V-ON GAS CO. - P.G. TO REVISIONS I; INSTALL WATE II I 1-1/4"CW-DROP CO-ORDINATE ( COST PIPING EXPOS ( I I 1 'I I TO BE BACKCHARGED F.D."A" CONNECT AT CE IL INCs I 11 I I F D."A 1-1/4"GAS TO _ 1 - 1 �I p1 1- I TO OWNER ) 7 UNIT (BY HV Zd - _ _ II 11 ( _„f_. - - - - - 11 I— — — — — — — — — —A (TOTAL LOAD 2860 CF.H.) I 0 0 (115 GF.H.) L-_ .� ... _,�_ •- - _ _ .. _ u I u _ -�-- - - - - -�- /4 411 F.D."A"� ( I 9 II I 3/4f1 11 411 3/411 r,. 11 3/4 113/4 211 1-1/2 4 411 2„ I( I I I F.G.O. I_ 3/411 I I 4 F.CA. � II I 4" I/8"/FT -�-�-- — 2" ` 311 I) b II 2" I I I I 1 ,1 1 1 —— --/-�——-I 11 1/2"CW-DROP BLOWER R00m 11 1.14 " II 3° I-I� I V S 411g_ON 4 3"Y-DN � 11 I 211v..DN II (� I II 1- 11 4W I 3f1 211V-DN 4 V-DN I 1 , ;II > I 2'1 1 DRAM BY= UJA i I I I c-mcKED DY= J.E-z DUAL-TEMP HOSE 5155 - DATA DRAIIAd: RD9/fl�ml II CHICAGO NO. 855 •18"AFF. DATE 1881ID= 0 AV01 I I I/2"CW-DROP /411Gw_ SCALE. 3 DROP WATER METER 4 RPBP � �� II In"H TO ELECTRIC SEE DETAIL DWG G.P-2 INY. 62.00 NUMMM II ELECTRIC WATER NON-FREEZE 11 3"W-DN 4 2"V 1,-1/2"WATER SERVICE HEATER - SEE WALL HYDRANT 1/2 H DROP II I/2"GW-DROP t0 6"AFF, (BY GC.) DETAIL DWCs G.P-2 MOUNT 24"AF�Cs. 1-1/2" 4T TO ARCF11TECT8 II 2"Y DN ROP 1/2 -DROP _ E 1) - 2'1W�0N 4 2"V - D A 11 Q � JE q 61 I I 411 � � � � N 44�J r►}4A- M tPj 1_ ". TOECT 11 l'3 ETTLINGAT OF `S�� FLOOR PLAN PLUMBING ' ' '' o WAYNE A. G � cP � o Gl FFITH tu I cn No. 35519 + lSHEE bER G . I THREADED ROD a LEGEND nz ADJUSTABLE CLEVIS HANGER PIPE SYMBOL ABBREV. DE$CRIPTION ° S/W SANITARY SOIL AND/OR WASTE PIPE .". S/W SANITARY SOIL AND/OR WASTE PIPE ( BURIED ) FIXTURE SCHEDULE '—————— V. VENT PIPE AROPI PES1 A'NDOALL SHIELDSFOTO DE NG SHIELD —————— V. VENT PIPE ( BURIED BE 16 GA. GALVANIZED STEEL 4FIBERGLASS INSULATION FIXTURE S./W. V. C.W. H.W. DESCRIPTION C.W. COLD WATER PIPE PER SPECIFICATION - - H.W. HOT WATER PIPE .E..,. 4" 2" 1/2" - VITREOUS CHINA WATER CLOSET WITH ELONGATED BOWL AND INSULATED G G GAS PIPE TANK. UNIT TO HAVE MODEL K-4666-C SOLID PLASTIC SEAT WITH COVER AND K-7637 ANGLE STOPS. p-- UP PIPING RISE OR UP �2 2 2 1/2 1/2 ARM LAVATORY' KOHLER MODEL K-12634 "MORNINGSIDE" VITREOUS'CHINA, +CONCEALED / CARRIER LAVATORY AND PROVIDE CHICAGO 785-665 SELF-CLOSING METERING C DP DN PIPING DROP OR DOWN PIPE HANGER DETAIL - " " " " FAUCET WITH CHROME-PLATED ANGLE, STOPS/SUPPLIES AND OFFSET DRAIN W/P-TRAP NOT TO SCALE INSULATE SUPPLIES & WASTE W/ HANIJI-LAV-GUARD MODEL #102. DOWN SERVICE SINK- KOHLER MODEL K-6652 SERVICE SINK W/ ENAMELED TRAP PIPING TEE LOOKING 3" 2" 1/2" 1/2" WITH STRAINER AND STAINLESS STEEL RIM GUARDS. F.C.O. FLUSH FLOOR CLEANOUT (J.R. SMITH FIG. 4023) PROVIDE CHICAGO 835 FAUCET. 0-1 D.C.O, DANDY CLEANOUT EMERGENCY SHOWER/BLENDING UNIT - ENCON MODEL 01050275 W/ MODEL - - - 1-�„ 37111000 -- VALVE CABINET MOUNTED ON WALL - PROVIDE CHECK VALVES & �- SHUT-OFF VALVE (APOLLO SERIES 70-200) //2,, SHUT-OFF VALVES IN HOT & COLD WATER SUPPLIES. TO FIXTURES & EQUIPMENT COMPLETE WITH'GATE VALES &2" SIZE _ _ - 3 4" EMER EN 'TREADLES /T MP RING VRL E - CON MODEL 01035402 W/ MODEL ZS&W S.&W. STOP AND WASTE VALVE (APOLLO 95-204-01) REDUCED PRESSURE BACKFLOW 1-1/2 TEST COCKS- WATTS NO. 909 P-5 / / - PROVIDE CHECK S = VALVES & SHUT-OFF VALVES IN HOT, & COLD WATER SUPPLIES, GAS COCK f 1-1/4" N METER TO BE WATER �PP017T ASSEMBLY W/L BRACKET� FURNISHED & I GGEd TO WALL W/PIPE CLAMPS NOTES: - P.T. P-TRAP STALLED BY P.C. U •LOCAL REQUIREMENTS DIAL PRESURE GAUGE 2. --2 FIXTURE TO HAVE SYMMONS NO. 4-10 M H.B. HOSE BIBB (CHICAGO 'MODEL 998) METER TO CONFORM TO ALL 1. THE COLOR OF ALL FIXTURES IS TO BE WHITE REDUCING UNION ( ( & TTTOP150 W/ SNUBBER MIXING VALVE ON HOT WATER SUPPLY (SET AT 110') ( TYPICAL ) 7E�T W.H. WALL HYDRANT (J.R. SMITH FIG, 5609-QT) ( SHUTP-C LF VALVE 1- 1/2" TEST VALVE ❑ F.D. FLOOR DRAIN (SEE SCHEDULE THIS DWG)I 1/2" TRAP PRIMER BY P.0 IAll2 CAP FUNNEL BY G.C. 1_1/2 HtRSEY 165657 „ � FINISHED FLOOR TPW T.P.W. TRAP PRIMER WATER PIPE 1-1/2 DOMESTIC 6 DRAIN SCHEDULE W.&T. WASTE & TRAP WATER SERVICE- FULL SIZE VENT DRAIN ( BY G.C.) CONCRETE PAD _ � #^ BY G.C. TYPE LOCATION MANUFACTURER FIG, NO. DESCRIPTION V.T.R. VENT THRU ROOF W/ SEDIMENT BUCKET - DRAINS TO INV. INVERT "A" TREATMENT PLANT JR SMITH 2330 HAVE TRAP PRIMER CONNECTION P.C. PLUMBING CON � o TRACTOR G.C. GENERAL CONTRACTOR E.C. ELECTRICAL CONTRACTOR WATER METER DETAIL H.V,A.C. HEATING! VENTILATING AND 04 NOT TO SCALE AIR CONDITIONING CONTRACTOR 0 A.F.F. ABOVE FINISHED FLOOR caT.W. TEMPERED WATER r■i�� A.F.G. ABOVE FINISHED GRADE C.F.H. CUBIC FEET PER HOUR 2" PUMP DISCHARGE = TO BE 00 N w TYPE "M" COPPER - SEE DRAWING G.P-1 FOR CONTINUATION WIRING (BY E.C.) SOLID METAL TYP. COVER & FRAME CHECK VALVE ( ) - I ( BY P.C. ) S p FINISH FLOOR (51.00') HUT-OFF VALVE (1YP.) ... ..' a . : II 9. ..d:.; PLUMBING NOTES A ,,,--INUET PIPE INV. 49.45 1. THE WORK COVERED BY THIS CONTRACT ,SHALL INCLUDE, UNLESS 12. PIPING ICA SPECIFIED OTHERWISE THE FURNISHING OF ALL LABOR EQUIPMENT HOISTING STAGING AND MATERIALS AND THE (A) SANITARY SYSTEMS PIPING BELOW THE SLAB SHALL BE COATED' 24" DIAMETER FIBERGLASS '• '. . SUBMERSIBLE SUMP TOOLS RIGGING, � , � i , w BASIN 3'--6" DEEP BY P.C. PUMP - EQUAL TO PERFORMANCE OF. ALL OPERATIONS NECESSARY FOR PROPER AND SERVICE WEIGHT, CAST IRON PIPE WITH HUB JOINTS HAVING /1 BARNES MODEL SEV-511 F i COMPLETE EXECUTION OF THE WORK IN ACCORDANCE WITH THESE RESILIENT RUBBED GASKETS. PIPING ABOVE GROUND SHALL BE z ( BY P.C. DRAWINGS, SUBJECT TO THE TERMS AND CONDITIONS OF THIS OF SERVICE-WEIGHT CAST IRON PIPE WITH MASSACHUSETTS PIT (BY G.C.) CONTRACT. APPROVEDNO-HUB�� FITTINGS. VENT PIPING ABOVE GRADE, TWO NATURAL EARTH INCHES 2") AND SMALLER, MAY BE TYPE "M" COPPER TUBING BE INSTALLED IN A FIRST-CLASS MANNER 2. ALL WORK SHALL CONSISTENT WITH SWEATED JOINTS OR SCHEDULE 40 GALVANIZED STEEL PIPE WITH THE BEST CURRENT PRACTICES, ITEMS NOT SHOWN ON THESE WITH THREADED JOINTS. V DRAWINGS, BUT WHICH ARE NECESSARY TO MAKE A COMPLETE PLUMBING a SYSTEM INSTALLATION, SHALL BE FURNISHED AND INSTALLED AS PART (B) ALL DOMESTIC WATER PIPING ABOVE THE SLAB SHALL BE TYPE >r 1 OF THE WORK UNDER THIS CONTRACT. ALL LAYOUTS ARE DIAGRAMMATIC "L" HARD DRAWN COPPER TUBING. TUNING AND FITTINGS SHALL V AND FINAL ARRANGEMENT SHALL SUIT FIELD CONDITIONS. BE JOINED WITH LEAD-FREE SOLDER AND A NONCORROSIVE FLUX. SUMP PUMP DETAIL 3. ALL WORK SHALL BE INSTALLED IN CONF LOW THE SLAB SHALL BE TYPE "K" SOFT TEMPER WATER PIPING BE ORMANCE TO THE GOVERNING COPPER TUBING WITH COMPRESSION FITTINGS. NOT 1`0 SCALE CODES, REGULATIONS AND ORDINANCES. THESE REQUIREMENTS ARE MINIMUM CRITERIA AND NO REDUCTIONS IN STANDARDS CALLED FOR ON (C) GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE, CONFORMING THE DRAWINGS, PERMITTED BY CODE, WILL_ BE ALLOWED. OBTAIN AND WITH ASTM STANDARD A.53-F. PAY FOR ALL INSPECTIONS, LICENSES, PERMITS AND APPROVALS REQUIRED BY GOVERNING AUTHORITIES AND INSTALL ALL WORK IN 13. VALVES COMPLIANCE THEREOF. (A) SHUT-OFF VALVES IN INTERIOR DOMESTIC WATER SYSTEMS SHALL" 4. ALL MATERIALS AND WORKMANSHIP SHALL CARRY THE STANDARD' BE PROVIDED ON CONNECTIONS TO EACH GROUP OF FIXTURES AND WARRANTY AGAINST ALL DEFECTS FOR A PERIOD OF NOT LESS THAN ONE FIXTURES FED SEPARATELY FROM PIPING MAINS. VALVES SHALL YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK. ANY FAULT DUE BE OF THE BALL TYPE WITH SOLDER ENDS. TO DEFECTIVE MATERIALS, EQUIPMENT, OR WORKMANSHIP WHICH MAY TEMPERING VALVE /1-1 4- DEVELOP WITHIN THAT PERIOD SHALL BE MADE GOOD, FORTHWITH, BY (B) GAS VALVES SHALL BE FURNISHED AND INSTALLED AT CONNECTIONS (SYMMONS THERMIXER AND AT THE EXPENSE OF THE PLUMBING CONTRACTOR, INCLUDING ANY TO EACH APPLIANCE AND AT EACH RISER. GAS COCKS SHALL BE MODEL NO. 5-130-CKX-'SW) DAMAGE DONE TO AREAS, MATERIALS, AND OTHER SYSTEMS RESULTING BRASS BODY TEE-HANDLE TYPE WITH BOSTON KEY. THERMOMETER 1-1/4" FROM THIS FAILURE 14. HANGERS ieEYISIONS 5. THE PLUMBING CONTRACTOR SHALL CONFER WITH ALL OTHER 1 CONTRACTORS AS TO THE LOCATION OF THEIR WORK BEFORE BEGINNING (A) VERTICAL PIPE SHALL BE SUPPORTED BY SPLIT-RING TYPE Y THE INSTALLATION OF THE PLUMBING SYSTEM. HE SHALL INSTALL ALL CLAMPS. HANGERS ON HORIZONTAL PIPING SHALL BE OF THE WORK IN SUCH A MANNER AS TO AVOID INTERFERENCE WITH ALL OTHER CLEVIS TYPE, HAVING THE FOLLOWING SPACING: 8 SHUT-OFF VALVE (TYP.) TRADES. 1 CAST IRON PIPE - 5'-0" AT HUBS FOR FIVE FOOT 5' 4 SHOCK ABSORBER ( } ( } (J.R. SMITH #5010) 6. THIS CONTRACTOR EC SHALL AND UTILITY RELATED ARCHITECTURAL, LENGTHS; ONE, (1) HANGER AT HUB AND ONE (1) AT MID- STRUCTURAL, s JRAWINGS, AS WELL AS THE POINT FOR TEN FOOT (10') LENGTHS. SPECIFICATIONS AND ALL OTHER AVAILABLE INFORMATION PRIOR TO b SUBMITTING HIS BID PRICE. THE BIDDERS SHALL ALSO FULLY INFORM (2) COPPER TUBING AND STEEL PIPE - 6'-0" O.C. FOR 1-1/4" THEMSELVES OF ALL LOCAL AND STATE CODE REQUIREMENTS. AND SMALLER; 10'-0" O.C. FOR 1-1/2" AND LARGER. GAS PIPE 1" THICK PRESSURE TREATED RELIEF VA VESS — VACUUM RELIEF 7. THE PLUMBING CONTTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY 15. DOMESTIC WATER PIPING ABOVE THE SLAB SHALL BE INSULATED WITH WOODSTRIP BETWEEN PIPE I LOCATIONS FOR CONNECTIONS TO SERVICES. ANY CONFLICTS BETWEEN HEAVY-DENSITY FIBERGLASS INSULATION, ONE INCH (1-) THICK, WITH cmcxw air= isf 1 GALVANIZED STEEL & BLOCK A VAPOR BARRIER JACK( ) THE DRAWINGS AND FIELD CONDITIONS SHALL BE BROUGHT TO THE PIPING BELOW THE SLAB HAVING A SELF-SEALING LAP. THICK CLOSED ALL WATER DATE DR.al" ow-1/01 " UNION TYPICAL ATTENTION OF THE ARCHITECT BEFORE THIS CONTRACTOR SUBMITS HIS STRAP-- SECURE TO PRICE FOR THE WORK. SHALL BE COVERED WITH 1/2 CELL NEOPRENE INSULATION. DATE Issued, 09/1V01 BLOCK W/ GALVANIZED ELECTRIC D,W,H s�'°'I'e' . SCREWS 8. SUBMIT SHOP DRAWINGS OF ALL EQUIPMENT AND MATERIALS TO BE SHALL BE FURNISHED AND 16. ALL PLUMBING FIXTURES AND EQUIPMENT SHA r� HUBBELL INCORPORATED IN THE WORK. THIS CONTRACTOR SHALL ASSUME ALL INSTALLED COMPLETE WITH ALL SUPPORTS, TRAPS, CONNECTIONS, FULL SIZE FOR cos NUMDeFL xa 6"x6"x6" PRESSURE TREATED DISCHARGE MODEL E50-6.OSL COSTS FOR ANY ADDITIONAL CORRECTIONS, SUPPORTS OR CONSTRUCTION FITTINGS, AND ANY INCIDENTALS REQUIRED TO MAKE A COMPLETE 10"x10"x1 -1/2" 480V., 1 PHASE REQUIRED FOR MATERIALS WHICH ARE SUBSTITUTED FOR THOSE SPECIFIED. INSTALLATION. ARGWITEC a se PROTECTIONRE CK O. BOARD GRADE 9. ALL MATERIALS P W00BLOCK 4" HIGH x TANK O,D, AS DIRECTED BY THE +4" QUA PIPING, FITTINGS, FIXTURES, ETC. SHALL BE �5 ,T PAD BY G.C.) PROPERLY PROTECTED TO PREVENT OBSTRUCTIONS AND/OR DAMAGE. 17 LOCAL PLUMBING INSPECTOR KANDAALLBDEF CTS SHALL DE REPAIRED Q�� ESN sT TO HIS SATISFACTION AT NO COST TO THE OWNER. NOTE DISCHARGE PIPE n 06cn TO RUN TO 6" -41 TANK DRAIN 10. CUTTING AND PATCHING OF MASONRY, CONCRETE, OR OTHER PARTS OF ® V� �F A- SUPPORTS SHALL BE PROVIDED ON EXTERIOR GENERATOR GAS PIPING ABOVE FLOOR THE STRUCTURE SHALL BE PERFORMED BY THE GENERAL CONTRACTOR. �. .. AT 5'--0" INTERVALS & AT EACH TAKE--OFF OR CHANGE IN DIRECTION, 11, ACCESS PANELS SHALL BE FURNISHED BY THIS CONTACTOR AND 5P°� o FLOOR INSTALLED BY THE GENERAL CONTRACTOR. 0 IM IERR%6E.AL OF GAS PIPING SUPPORT DETAIL � VJAY9�!� A. �m HOT WATER HEATER DETAIL GRIFFITH NOT TO SCALE No. 35519w NOT TO SCALE CF�Et BIER I 0) 00 DIFFUSER, GRILLE & LOUVER SCHEDULE ► It NECK PANEL CFM MAKE-UP AIR & UNIT HEATER SCHEDULE z TYPE MANUFACTURER MODEL N0.' MOUNTING FUNCTION REMARKS "'`` SIZE SIZE RANGE ATE - R AREA MODEL Nb: BTU W O TUTTLE & BAILEY A64 SIDEWALL 24"x24" 26"x26" 1250 SUPPLY NO MANUFACTURER INPUT CFM HP VOLTS PH HZ REMARKS LEGEND Q � SERVED OUTPUT` N X ,allTUTTLE & BAILEY CRE-500 CEILING 18"x18", 20"x20" 2250 RETURN/ TREATMENT 1250 75 EXHAUST MUA-1 ROOM REZNOR SCE-150. 150,000 120,000 480 3 60 O I R RETURN TREATMENT 2 TUTTLE & BAILEY CRE-500 CEILING 18"x18" 20"x20" 2300-2500 EXHAUST MUA-2 ROOM REZNOR SCE-150 150,000 120,000 1250 .75 480 3 60 FM FIELD MEASURE _j LL R TUTTLE & BAILEY RETURN CR CEILING REGISTER } 3 CRE-500 CEILING 8"x8" 10"X10" 100 EXHAUST UH�1 TREATMENT ROOM NT REZNOR SFT-75 75,000 60,000 980 .33 120 1 60 c co 1" UC UNDERCUT` DOOR BY GEN'L. CONTR. N I 1 MOUNTED TREATMENT 9$0 .33 120 1 60 - ( ) . 0 RUSKIN ELF6375X 24"x 720 INTAKE WITH INSECT WALL » » T SCREEN UN--2 REZNOR SFT-75 75,000 60,00b ROOM � 00 WALLTREATMENT DUCT UP 1 RUSKIN ELF6375X MOUNTED 36"x30 - 2360 ROOM 75,000 60,000 , 980 .33 120,, 1 60 SUPPLY b Z n INTAKE WITH INSECT SCREEN UH-3 REZNOR SFT-75 _c \ WALLRETURN DUCT UP C RUSKIN ELF6375X MOUNTED 24"x24" - 1250 INTAKE WITH INSECT SCREEN UH-4 TR OTOMM NT REZNOR SFT-75 75,000 60,000 980 .33 120 1 60 16x8 DUCTWORK (FIRST NO. DENOTES WIDTH) 0000 W FAN SCHEDULE VD VOLUME DAMPER MANUFACTURER MODEL NO. CFM INCH TEMPERATURE ADJUSTMENT CONTROL ITEM AREA S`P RPM HP VOLTS PH HZ REMARKS NO. SERVED BASEBOARD HEATER SCHEDULE E �-1 BLOWER OF�EENHECK CUBE-200--3 2250 0.375 630 1/3 120 1 60 SEE NOTE �1 SSC SOLID STATE CONTROL SWITCH ROOM TREATMENT G.C. GENERAL CONTRACTOR EF-2 OREENHECK CUBE--200-5 2300 0.50 690 1/2 480 3 60 SEE NOTE #1 ITEM SERVED MANUFACTURER MODEL NO. LENGTH HEATING BTUH PH HZ REMARKS ROOM _TREATMENT / � FINISHED FLOOR EF-3 GREENHECK CUBE-�-200-5 2350 0.50' 690 1 2 480 3 60 SEE NOTE 1 KW VOLTS A.F.F. ABOVE BB-1 TOILET Q-MARK- GBD-2574 4'-0" 3413 1.0 277 1 60 - ROOM OBD OPPOSED BLADE DAMPER ROOM TOILET EF-4 ROOM GREENHECK CUBE-95-C 100 0.125 860 1/8 120 1 60 NOTE: PROVIDE DISCONNECTS AND GRAVITY BACKDRAFT DAMPERS WITH ALL EXHAUST FANS. 2 eA 720 24" x 18" OUTDOOR AIR CFM LOUVER AT 3'-0" AFF I CO-AXIAL WALL F UE T 24"' x 18" MOTOR OPERATED T PENETRATION AT ��DAMPER (TYPICAL) 1 6 AFF THERMOSTAT WITH i THERMOSTAT WITH INSULATED BACK INSULATED BACK _. a o o a o t:o HVAC NOTES - - - - - - _ - --- - - - - -- - - - -- - - -- - - - - --- f 0 A UH o0 00 \ oo < C 0 ' ry 1. THE WORK COVERED BY THIS CONTRACT SHALL INCLUDE, UNLESS � - � UH I I SPECIFIED OTHERWISE, THE FURNISHING OF ALL LABOR, EQUIPMENT, / \ H TOOLS, RIGGING, HOISTING, STAGING AND MATERIALS AND THE PERFORMANCE OF ALL OPERATIONS NECESSARY FOR PROPER AND COMPLETE EXECUTION OF THE WORK IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE DRAWINGS, SUBJECT TO THE TERMS AND CONDITIONS OF THIS CONTRACT.' 2. ALL. WORK SHALL BE INSTALLED IN A FIRST-CLASS MANNER CONSISTENT CO-A IAL WALL FLUE WITH THE BEST CURRENT PRACTICES. ITEMS NOT SHOWN ON THIS PENETRATION AT U 0 DRAWING, BUT WHICH ARE NECESSARY TO MAKE A COMPLETE HVAC \ 1Of-6 AFF C SYSTEM INSTALLATION, SHALL BE FURNISHED AND INSTALLED AS PART Q OF THE WORK UNDER: THIS CONTRACT. ALL LAYOUTS ARE DIAGRAMMATIC —_ AND FINAL ARRANGEMENT SHALL SUIT FIELD CONDITIONS. 3. ALL WORK SHALL BE INSTALLED IN CONFORMANCE TO THE GOVERNING CODES, REGULATIONS AND ORDINANCES. THESE REQUIREMENTS ARE MINIMUM CRITERIA AND NO REDUCTIONS IN STANDARDS CALLED FOR ON ✓ ��Q THE DRAWING, PERMITTED BY CODE, WILL BE ALLOWED. OBTAIN AND PAY FOR ALL INSPECTIONS, LICENSES, PERMITS AND APPROVALS �\ EF REQUIRED BY GOVERNING AUTHORITIES AND INSTALL ALL WORK IN 00 COMPLIANCE THEREOF. 4. ALL MATERIALS AND WORKMANSHIP SHALL CARRY THE STANDARD I WARRANTY AGAINST ALL DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK. ANY FAULT DUE �� DP TO DEFECTIVE MATERIALS, EQUIPMENT, OR WORKMANSHIP WHICH MAY 20 x20 EXHAUST DUCT RISE \ TAN / �DEVELOP WITHIN THAT PERIOD SHALL BE MADE GOOD, FORTHWITH, BY HAVING A 4" DEEP SUMP K � � AND AT THE EXPENSE OF THE HVAC CONTRACTOR, INCLUDING ANY �....�'� MEMBRANE J B [� /� O DAMAGE DONE TO AREAS, MATERIALS, AND OTHER SYSTEMS RESULTING & ALL WELDED JOINTS e V \A �I FROM THIS FAILURE. I N F U E T � �2350 10"x10" EXHAUST DUCT RISE 5. THE HVAC CONTRACTOR SHALL CONFER WITH ALL OTHER „ J CHAMBER " » CONTRACTORS AS TO THE LOCATION OF THEIR WORK BEFORE BEGINNING H O /\ C TA K 20 X 18 CFM HAVING A 4 DEE SUM O THE INSTALLATION OF THE HVAC SYSTEM. HE SHALL INSTALL ALL ` A - RAC C H 4"N_��s E & ALL WELDED J INfS (, D WORK IN SUCH A MANNER AS TO AVOID INTERFERENCE WITH ALL OTHER TRADES. » „ - E 1DUCT TO RUN \\ EF 0 24 x 18 MOTOR OPERATE. / 1 TAN C THRU TRUSSES ! `=/ 6. THIS CONTRACTOR SHALL STUDY ALL RELATED ARCHITECTURAL, DAMPER (TYPICAL) I l� STRUCTURAL, ELECTRICAL AND PLUMBING DRAWINGS, AS WELL AS THE I \ / SPECIFICATIONS AND ALL OTHER AVAILABLE INFORMATION PRIOR TO I I J -'~� / 24" x 18" OUTDIOOR AIR L SUBMITTING HIS BID PRICE. THE BIDDERS SHALL ALSO FULLY INFORM 24" x 1$" OUTDOOR AIR / / LOUVER AT 3 - AFF THEMSELVES OF ALL LOCAL AND STATE CODE REQUIREMENTS. q LOUVER AT 3'-0" AFF y, „ \ \ 7. THE HVAC CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY 20 x20 XHAUS DUCT RISE �. ,�. 20 x20 EXHAUST DUCT RISE ,,��_`` 24" x 18" MOTOR OP RATED 'W`J EXISTING CONDITIONS. ANY CONFLICTS BETWEEN THE DRAWINGS HAVING A 4 �E P SUMP \ HAVING A 4 DEEP SUMP '� AND FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF & ALL WELDED JOINTS & ALL WELDED JOINTS ap \ D L) THE ARCHITECT BEFORE THIS CONTRACTOR SUBMITS HIS PRICE I II— FOR THE WORK. A � x A A 8. SUBMIT SHOP DRAWINGS OF ALL EQUIPMENT AND MATERIALS TO BE 1 ` e e O I INCORPORATED IN THE WORK. THIS CONTRACTOR SHALL ASSUME ALL DUC TO RUN COSTS FOR ANY ADDITIONAL CORRECTIONS, SUPPORTS OR CONSTRUCTION TF R TRUSSES DUCT TO RUN N 720 REQUIRED FOR MATERIALS WHICH ARE SUBSTITUTED FOR THOSE , 720 0 THRU TRUSSES r- CFM 0 SPECIFIED. CFM CO AXIAL WALL FLUE[4' 1 9, ALL HVAC EQUIPMENT SHALL BE PROPERLY PROTECTED TO PREVENT J A E R AT C PENETRATION ON AT OBSTRUCTIONS AND/OR DAMAGE. A O C \ 10 6 ArF -let 10. CUTTING AND PATCHING OF MASONRY, CONCRETE, OR OTHER PARTS OF _ TAN K 2TA THE STRUCTURE SHALL BE PERFORMED BY THE GENERAL CONTRACTOR. , \ -- L. CO-AXIAL WALL FLUE 2 11, SHEETMETAL: PENETRATION AT uH A. ALL SHEETMETAL WORK SHALL BE ERECTED IN A FIRST CLASS AND 10'-6" AFF CFM WORKMANLIKE MANNER IN ACCORDANCE WITH "SHEETMETAL CONSTRUCTION UH FOR VENTILATING AND AIR CONDITIONING SYSTEMS AS PUBLISHED BY 2 THE SHEETMETAL AND AIR CONDITIONING CONTRACTORS NATIONAL W ASSOCIATION, INC. (SMACNA). B. ALL DUCTWORK SHALL z ALL BE BEST BLOOM GALVANIZED STEEL OF GAUGES 6" DIA. FLUES ` CO—AS RECOMMENDED BY SMACNA. CO- IAL WALL IAL WALL y FLU o � FL 12. PROVIDE A COMPLETE ELECTRIC TEMPERATURE CONTROL SYSTEM TO REVISIONS OPERATE ALL DAMPERS, FANS, UNIT HEATERS, AND MAKE-UP AIR UNITS. (0 18" X 14' 1 » » e- SYSTEMS SHALL OPERATE AS FOLLOWS: 18 X 14 D T TO RUN \ x T RU TRUSSES s A. TREATMENT ROOM - IN MODE #1 BOTH MAKEUP AIR UNITS SHALL BE o o tB o 0 0 3 ENERGIZED AND BE ABLE TO SATISFY THEIR RESPECTIVE THERMOSTATS. _ _ _ _ _ _ _ _ _ __ _ _ -1 - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (SET AT 55') IN THIS MODE EF-2 SHALL ALSO BE ENERGIZED. IN �; �� a oU o o o J. 4 MODE #2 EF-3 SHALL BE ENERGIZED AND ALL THREE(3) DAMPERS, 6 X 12 DUCT AT THE WALL LOWERS, SHALL BE OPENED. HUMIDISTAT SHALL AUTOMATICALLY DROP TO 12" A.F.F. II MODE 1 / MODE 2 11 5 OVERRIDE MANUAL CONTROL FOR MODE #2 OPERATION S 1250 WITCH W/HUMIDISTAT 6i' DIA. FLUES e B. ALL UNIT HEATERS SHALL OPERATE WITH THEIR RESPECTIVE THERMOSTATS 36" X 30" MOTOR CFM A OVERRIDE 7 (SET AT 50') OPERATED DAMPER I H T C. EXHAUST FAN EF-4 SHALL BE ENERGIZED WITH THE LIGHT SWITCH OF r- r S DRAWN BY: W.J.A. THE TOILET ROOM. D. EXHAUST FAN EF-1, WITH IT'S O.A. DAMPER SHALL OPERATE ON A CHECKED BY J.E.Z. 36" x 30" OUTDOOR AIR I � � -� � - �/ REVERSE-ACTING THERMOSTAT TO BE ENERGIZED WHEN THE SPACE LOUVER AT 2'-0" AFF 1" UC T TEMPERATURE EXCEEDS 80% p X 1250 DATE DRAWN: 09/11/01 I\ 0 CFM DATE ISSUED: 09/11/01 B n / e ERMO A NG SCALE: e I I I \� 1 HERMOSTAT / I BB JOB NUMBER: 9841 2250 24" x 24" MOTOR /\ CFM ARCHITECT'S AL 2360 �/ \ OPERATED DAMPER O O R E qR I / " CFM 3 100 24 x 24 MOTOR .J �� E r 0» X 4„ _ _ .� __' "' �,�� CFM %� OPERATED DAMPER N°. '' s _ O clo A — Mu C� T T H. 1250 c 1 B C E R \ O O B O c 1250 CFM e \ T CFM E NEER'S SEAL 24 x 24 INTAKE "� '� FLEXIBLE CONNECTOR (TYPICAL) MUA 18" X 14" ��-�H of�� o WAYNE A. PLENUM 2 may' 24" x 24" INTAKE GRIFFITH CD 18" X 14" PLENUM No. 35519 � FLOOR PLAN PLUMBING SCALE:1/2"=1'-O" �_ SHEE UMBER � � 00 0 0 0) 00 z 0 W _j V) x 0 0 _j LL. It 0 co z 0 < 00 uj 0�Aj MOD 4.u (u OECD 0 mr-rA L-t F-1 A A A A A CONN SUMP PUMP u RECIRCULATION PUMPS SUMP PIT, SEE PIPING DWGS. a NL L E F_ A A A A A !NFLUENT AERATION AERATION MEMBRAN!_ DIP E I TANK1 TANK 2 CHAMBER, ANOXIC TANK TANK 00 I F7777-- 00.0 1 L ou LLJ b b m -0 < r A A A A 1,L7 Y D 'n� HS-5 S3 a ET) S-3 x A_ NL ........... "'N METER LJ' b D S3 0. PUMP E I HS-5 METER TANK REVISIONS 6#12—/ E S3 2 HS-1 S. 4 0- __j B B I Lc�;Jj c L,4v. A A A DRAUN 5y: TO EF-4 j SEE E-4 CWECOQM ISY; LAF 4 ---------- PATE M": —LS-1 F-1 0 DATE 1MV-0, OW04/01 SCALE. In*.I, Lj I L---i I i -7� HS CONTROLS I ARC"ITE HS LS x 5LOWER "IROOt-1 I 1 4 E Ls WIN HS-5 OF Lj Fj p &4EET NUMER G.E-1 Lit hO T E r_*T F' A 714 qV,, ——---------------- 00 U I "-) d- V) 0 00 z 0 Lj CD V) x 0 LA- .0 0 F-: 00 0 z 0 00 Lj (u cu 01 ,uu 2 tomm, rd C3 W' J, ulo +10 IS lcuo L :2 ?. %D-a o 36' X 18' LOUVERED H in x AIR INTAKE 0 d p HOMERUN IN HIGH SLAB LS-8 48' --------------------------------------------------------------------- 48' P4�--------------- WP WP I I Wp 6#12 & 1#12G 11 PVC 30A 3P UFRT 600V LOCATE AT CRANE Or CONNECT. COORD W/ SUPPLIER, 3#12 1#12G W I I 20A 3P-HS LS-3 3/4' 1 CONN ------ SUMP PUMP r) r S S RECIRCULATION PUMPS SUMP PIT, SEE PIPING DWGS. 4 148- 1 WP WP PL4 DIP 00 TANK I N F L U E[-'411- AERATION A LE R A T 10 N ANOXIC MEMBRANEL r-4— A N 0 X C' TANK TANK 1 TANK 2 CHAMBER CHAMBER 1 36 X IS' LOUVERED AIR INTAKE 36' X 18' ,LOUVERED INTAKE ]ERVICEl' SWITCH AIR PUMP Z (TYPICAL) 0-4 0-4 j TO TRANSFORMER SWITCH 6#12 AND 1412G 'LS-6 PVC 11 Pv- SEE RISER C;NTROLS DIAGRAM C P "'I ri J 111, D 10#14 & 1#12G i I m #CPO TO TRANSFORMER CONTROLS 11 PVC 0 L PAD W I 6#10 & 1#10G 1/2# 1#10G , L- I , 6#10 f 4 8 TO GRINDER PUMPS S 11 PVC IN TANK C 10#14 & I#IOG -1 1/2, TO FLOAT AND ALARM PERMEATE PUMPS1 CONTROLS WP 11 PVC 2#12 & 1#12G- OCPl 3/4' PVC 10#12 & G MIXER LS-3 I J Q UV CONTROLi U PANEL /--4#12 & 1#12G t 'CP 3/4'PVC 11 PVC 300 GAL. ju M E T IE R S S, CONTROL TANK PUMP I-Cp- 11 PVC �—Jl Ti C014TROLS 48 LS-4 -C�p� WP 6#10 & 1#10G- 3#8 & 1#IOG METER TANKI I CPO REVISION$ 3#8 & 1#10G 1 1/2' PVC TO 11 PVC PVC DOSING PUMP t 6#10 AND I#IOG on- CHAMBER 2 4#12 & 1#12G 11 PVC 3/4' PVC 'CPO I#IOG- lCP. lcP. 1 112' TO CONTROLS 4 IN CHAMBER LS CONNECT ---YE WASH LAV. 36' X 36' LOUVERED CMAW4 15y. cic AIR INTAKE LAF CHECKED BY. DATE CRAM /—CONNECT DATE ISSLED- LS-21 HEAT. TRACE SCALE. WATER HEA -�R CONNECT T .105 NUMBM- W4rx LS-5 0 2#12-20A 2P ARC441TECT' SEAL CONTROLS -cp LS-2 LS-7, 9 48' IN HS GFI S-2 H LS Ao 81 1--l- - ..48' BLOWER ROOM s. FTI 1 48' 48' 4 ------------------------ P WP 30A 2 t s WP Wp GFI GFI 600V Nn r H 6#10 1#10G 1 1/2' PVC i'Ll 8#14 11#12G I' PVC TO GRINDER PUMPS OF 10 FLOATS TO LS-1 ONJ INEER'S SEAL LIFT STATI li OF SWEET NUM13 G*E-2 bnj Or ;T r WP T 6#10 A I Li 1 GF 4 W% P 48-L .......... I 00 U) rn 3 n M O M i O d O S 00 Z M O i - (DW J Q ; 0 X : Q _ of W , OELECTRICAL SYMBOLS LIGHTING FIXTURE SCHEDULEo , _j YPMANUF. CATALOG # N , LAMPS VOLTS MOUN T DESCRIPTION , A cD r CEILING FIXTURE C I URE OUTLET (LETTER L LE ER DESIGNATES G ES FIXTURE TYPE) E A ` SIMKAR OV450-22-32-B11M-277 4 F32 8SP41 277 SURFACE O LOWALL FIXTURE OUTLET (LETTER DESIGNATES FIXTURE TYPE) rn , F oo C 0 FLUORESCENT FIXTURE (LETTERDESIGNATES FIXTURE TYPE ) B SIMKAR DV450—232—B11M— M ;'.277 2 F32 8SP41 Z277 SURFACE X , — O EXIT LIGHT co C MKA - - - SI R SY950 2 ..23 B11 120 F ,2 T 32 8SP4 1 120 SURFACE O J C CLOCK OUTLETHUBBELL # 25 i 5 3 w , SPECIAL OUTLET AS NOTED D STONCO P L SC50MAL/PiSOM 1 0 MH/ _ 5 E 7 D1 277 , 10 0 A. F. F. W/ PHOTO ,O CELL DUPLEX ONV C ENIENCE OUTLET HU BBELL #5362 OR AS NOTED O ED E CHLORIDE - 4X 6L25 W/ UNIT _ r j' I 277 W ALL MNT.ISOLATED GROUND T 8 0 A. F. F.OUTLET HUBBELL #IG 5 pp 362 v ...AV .. . - cu N0 X CHLORIDE N2HLiR-W W/ UNIT 277 OVER ra mN +Wmu HUBBELL #HBLSG63H SAFETY RECEPTACLESINGLE CONVENIENCE OUTLET (TL INDICATES TWIST LOCK) HUBBELL #5351 r •cif OJ dcs UNWJUNCTIDN BOX {, PP r O.D FLOOR OUTLET HUBBELL OV R#B2 27 W/5 C E #S2725 OR A NOTED S O ED Y _ r r b P oo JUNCTION X 4 BO AND 3/4 C WITH P STRING I PULL S ING TO ABOVE ❑ E CEILING i i TELEPHONET OUTLET S ' SINGLE P W POLE SWITCH HUBBELL #H 1221 BL , S2 DOUBLE P SWITCH POLE S I CH HUBBELL'#H 1 BL 222 3 THREE E WAY SWITCH HUBBELL #H - 'BL1223 4 FO UR OUR WAY SWITCH HU BBELL #HBL1224 P S SWITCH & PILOT LIGHT (SO) OCCUPANCY SENSOR (SENS ITCH C T#WSD PDT— � I W) SO OCCUPANCY SE SENSOR C N C❑ SORSW T H AT# MR I C C 9> M LIGHTING OR POWER PANE L 1 MOTOR OUTLET (NUMBER HORSEPOWER)INDICATES W �1 ELECTRIC BASE ® OAR HEATER BASEBOARD TER E i _ A : DAMPER MOTOR O i i MOTOR START ER ER t w , DISCONNECT ( F SWITCH U INDICATES UNFUSED RT INDICATE S RAINTIGHT) FBI A , W ARR AR O & HART. #7810 SERVISWITCH R A CE O S NOTED SPEED CONTROL W CO OL SWITCH T , THERMOSTAT o PUSH BUTTON & PI LOT G O W 'I HT 0 L 0 PUSH BUTTON T N a TRANSFORMER ra A , w EDWARDCHIME S #C210 8 BELL U00 HORN H vI N H BATTERY P RA❑ E TED MR N 13 E E GE CY LIGHTING M�1 , L t h REMOTE � EMERGENCY LIGHT HEAD ll WIRE IN OR ON CEILING AND WALL O 1 , O ---- WIRE BELD❑N' R W I SLAB U ` OUTSIDE ON PA V s O D LOCATE E. C. E IN ELECTRICAL CONTRACTOR IN WP N E CLOSURE ' BLDG. WP WEATHERPROOF ENCLOSURE TO BE WALK-IN TYPEW/ T _ LTG, & RECEPTAC LE P LUGM OLD CAT. #20G612 (WIREM ) NOTED OLD OR A S ❑ ED BY UNIT A MANUFACTURER , U ACTURER #3 1 & 1#6 GND, r 1 FIRE ALARM MANUAL TAT I-1/2 C. L ULS STATION FUSH < ) F IO L S SURFACE (TOP F r. O 0 MANUAL TA 4 .U L STATION SHALL BE 8 AFF> 2#10 w M FIRE ALARM MASTERBOX - SURFACE MOUNTED, LOCALEN ENERGY TYP E E 3#10 225A 3P HS LS 3OA 1 PATSLS_10 12 7- wV t,HLL J 20A 1 P 100A 3P CONTROL HORN & STROBE UNIT tF> fLUSH t > SURFACE 1_20A 2P MCB PANEL PRDVIDE FEED E D T ALL SOLDNDID5_20A 3P EF-3 29_20A 1P BY ZENON(MOUNT 80 AFF UNLESS OTHERWISE NOTED) i-SOA 3P J i 30A 1P VALVES & CONTROLS. S. HORN STROBE UNIT FLUSH MOUNTED INCEILI G CDNN: LTG & 1_100A 3P SEE ZEN N DWG_ 6 SPACES 12_1PS. D. 650007FC RECEPTACLE E-001 002 003SMDKE DETECTOR F- �HV1� ; .. . a teASrSSA•lSLF TTSS. _ - JJ.! ' G - J 2 FIXED T MP RT RE HEAT DETECTOR F INDICATES T MP RTURE SETTING _ METER SOCKETT PER UTICITY 277/48 V FS SPRINKLER RISER WATER FLOW SWITCH 2 10 LS_11R LS_ 1 3 BLOCK H ATE 30 4W 1#4— /4 200A MCB SPRINKLER SHUT OFF'VALVE-TAMP R SWITCH 277 480V 1 01 /208 VTS PROVIDE 200A 3P M 200A 3P 4 14 CONTROL 30 4W 3# 4W LOW PRESSURE SWITCH 200A FUSES SN LINEC. B. 600V RT 3# —1 WATER PROOF STROBE LIGHT PROVIDE WIRING AS R Q. F R 4#1_1 1/2 N REMOTE ANNUNCIATOR PANEL BATTERY CHARGER TO UTIL 150KW 3� 4WJ FAP FIRE ALARM CONTROL PANEL TRANSFORMER RMER 277/480V GM T DUCT SMOKE DETECTOR REMOTE RESET/TEST SWITCH` 4#3/0 4# /D T 1 6G-2 1/2r 30KVA NAT. GAS TYPE SMOKE DETECTOR D DOOR HOLDER 1#8 3/4 AS ANSUL SYSTEM L3/0 & MR REMOTE L. E. D. INDICATOR 2 1/2 PVC MONITOR MODULE CONTROL MODULE s REFRIGERATION FAN RISER DIA RAM DF REFRIGERATION DEFROST NOT TO SCALE REFRIGERATION CASE LIGHTS REFRIGERATION CASE CANOPY LIGHTS REFRIGERATION CASE ANTI—COND. HEATERS nbiWA✓N/M� R� �•1u a GcY9 t s S❑LEN❑ID VALVE CFECKED D AYiQ, : E L vfifl FI -S /^ 7 IT,3O01C ` Lc/! Naers, 4r1.�^OrVLacF LIQUID LINE SOLENOID DATE Sy .A / 01 DATE 166UD 09/04/0, I SUCTION LINE S❑LEN❑ID 8G4.E: NOTOL C. ALi E DEFROST TERMINATION THERMOSTAT toe wx-eR HEATER SAFETY THERMOSTAT rrEC sEA. AlA INDICATES REFRIGERATION SYSTEM DESIGNATIDN Ar INDICATES EMS CASE PROBE LETTER C R T0 REFRIGERATION COMPRESSOR ROOM EQUIPMENT EMR TO ENERGY MANAGEMENT ROOM AND SI THERMOSTAT. W/PIL❑T ❑P RATOR .VALUE RELAY AS NOTED OF WEKS SEAL Ap mi GR • i ° G !;! ,i ,.' i_.-- ------------------------ ----------- ------- -------------------- 00 0) 0 z LLI _j U) x WP PER LOCAL 4#16 F F F FIRE DEPARTMENT 0 S BLOWER ROOM 0 _j TOILET ROOM 4#14 _@10 45% (o HL HL HL HL HL L HL v I 7 8 4#14 0 00 FIRE ALARM C DIGITAL COMMUNICATOR z re) 0 CONTROL PANEL :Z. co DIGITAL DIALER 0) 00 LS-18 FIRE ALARM RISER DIAGRAM IDJ u cu 41 a%(U %D cu d bo�q, c T CID a CD V) UllD"j IdA OD iz P X 36' X 18' LOUVERED & AIR INTAKE E'd 4- TC 00 0 r-3F^LA. I TO STARTER T AT HS 2#14-1/2' UH El UH 40001% 4 --jai 0_1 0 RECIRCULATION PUMPS 30A 3P UFRT AERATION ANOXIC MEMBRANE DIP INFLUENT AERATION 600V L ANOXIC -TANK TANK 1 TO STARTER TAN K 2 �C'H A M 8 E R C H A M B R TANK AT HS 00 EF-2 36' X 18' LOUVERED 30A 3P _TF_-4 AIR INTAKE UFRT C) 600V U WP WP TO STARTER AT HS TO TOILET LIGHT 36' XL36' LOUVERED TO STARTER 13 SEE E-2 AIR INTAKE AT HS F9 I 04 06' TO STARTER UH IT AT HS 3 LS-1 7 _j 0 �FTH�L LS- H 2 HL F -TER M E PUMP HS- 20A 3P METER TANK 16,D 2#14-1/2' ......................... 2#14 TO STARTERS AT HS LS-16 H T 2 --------------- ---------- MUA T JHLI 4 2 H RO" MUA L ------ 6- 36' X 36' LOUVERED AIR INTAKE -------------------------- DIRAM MY-. @7 2#14-1/2' 0-MMED BY: LAF HS- 9 9>ATE VIRAUN. OW04/01 r-f !r 20A 3P PATE ISMED: tC-ALE: M LAV. JOB AtIBEM W4rx 010 CONTROLS Am--wrmcT-616EAL HS LS HL BLOWER ROOM To LD R F CD OF :�AL �Lj w SWEET Num5ER G*E�4 4014- 644444-8 4#14 L 'M WP IWP Kill rl'� ----------------- --------