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HomeMy WebLinkAbout_Unknown Address - 058-039-001 (3) 14 GA. WELDED P.M. 14 GA. WELDED P.M. FRAME GROUT SOLID 14 GA. WELDED P.M. FRAME GROUT SOLID TYPICAL FRAME GROUT SOLID TYPICAL TYPICAL NSULATED (R-1 MIN.) 14 Ga. INSULATED (R-1 MIN.) (2) 16 Ga. I HOLLOW METAL DOORS HOLLOW METAL DOOR 'DOOR SIZE: 3'-0* X T-Ol X 1 3/4, DOOR SIZE: 3'-0* X T-O' X 1 3/4' 16 Ga. HOLLOW METAL DOOR DOOR SIZE: 3'-0* X C-8' X 1 3/4' 241-0" PROVIDE HARDWARE AS LISTED I - SCHLAGE #B"O DEADBOLT LOCK W/ W (1-PIN KEYED W/ INTERIOR THUMBTURN) PROVIDE HARDWARE AS LISTED PROVIDE HARDWARE AS LISTED 0 _u I - WAGER CAST DOOR PULL #IN V I - BEST CYLINDER LOCK (I-PIN KEYED EACH FACE) IV MOUNT AT INTERIOR I - BEST CYLINDER LOCK (I-PIN KEYED EACH FACE) ENTRY DOORS I EACH - SCHLAGE HEAD 4 FOOT FLUSH ENTRY DOOR 1 1/2 PAIR HAGER BUTTS FBB119 x 4 1/2' x .8 6 r-s, .8'LTYP. -0 BOLTS AT INACTIVE LEAF 4 1/2' x NRP x US26D LAVATORY 1 1/2 PAIR HAGER BUTTS FBB119 x 4 1/20 x DOOR: 0 1 - HAGER #835P CONT. ASTRAGAL AT DOORS: 1 - LCN CLOSER - 4111 X CUSHION STOP x AL. DOOR: 1 1/2' x NRP x US24D F.O. FURR OUT WALL ACTIVE LEAP I THRESHOLD - REESE #S413A I THRESHOLD - REESE #5413A -36' X 30' 4' PROVIDE R-11 OALOUVER F.G. BATT INSUL. 3 PAIR HAGER BUTTS - FBB119 x I SWEEP - REESE #IOIAC 4 1/2* x 4 1/2' x NRP x U326D 21-0. I SET WEATHERSTRIP - REESE #169A �u 2 - GLYNN-JOHNSON - 10H SERIES HOLD to OPEN/5TOP SEE HI t JI BELOW FOR HEAD/JAMB DETAILS 14 GA. WELDED P.M. L x xx lxxx4x5z��:l �4 I THRESHOLD - REESE #5413A I-S FRAME GROUT SOLID PROVIDE 7-0' WIDE X NER ROO�m I SWEEP - REESE 4101AC TYPICAL C-O' HIGH X 20 THICK SOUND INSULATING a C3 I SET WEATHERSTRIP - REESE #169A DOUBLE GLAZED WINDOW PANELS (TYP.) GRAB BARS Lc ;r A-1 SEE HI i JI BELOW FOR HEAD/JAMB DETAILS It Ga. INSULATED (R-I MIN.) L X 24' HOLLOW METAL DOOR x B F-0- LOUVER DOOR SIZE: 3'-iV X l'-O* X 1 3/4" Q 0 0 x LAV. V.C.T. FLOORING y Ir -DOOR AND FRAME T PES I'X2' VIEW WINDOW, PROVIDE HARDWARE AS LISTED DOUBLE GLAZED x V) I EYE -I- SCALE: 1/4'-1*-0* 1 - BEST CYLINDER LOCK (I-PIN KEYED EACH FACE) WASH R Cx_ 15LOWER RM. 1 1/2 PAIR HAGER BUTTS FBB119 x 4 1/2' x lleolllll,�,, Y-A 4 1/2* x NRP x U526D ELEC. PANEL I THRE5 HOLD - REESE #S413A DOOR: 1 - LCN CLOSER - 4111 X CUSHION STOP x AL. I�____ 2'-Os V-40 ;r I SWEEP - REESE #101AC M.O. I SET WE' ATHERSTRIP REESE #I&9A 81-8. 8. 10, N M-0- Y-C HIGH GUARDRAI�n ;r SEE DETAIL 1/4" x 2" x 8* LONG ADJ. BENT STEEL D PERMEATE PUMPS, 5 3/4' STRAP ANCHORS. MIN. OF 2 EA. JAMB. STAGGERED SEE PIPING DWGS. A I 1 15/14" to N AC_—PRESSED METAL FRAME \w/ \l/ F LL FRAME SOLID W1 HANDRAIL TYP. C.M.U. TYPICAL GROUT TYP. 8 C. U. T CAULK BOTH SIDES u CAULK BOT14 SIDES MEMBRANE DIP BACKPULSE TYPICAL TYPICAL ;D ;r CHAMBER TANK TANK A co Ln ;r (2) 4*x 3 1/2*x SAV CMU. - TYPICAL 4' 4 DUCTILE ........................ > STEEL ANGLES IRON SEWER Z_ —MASONRY ANCHORS PIPE THROUGH ------ 3 EACH JAMB OPENING (TYP. 4) 1 co PRESSED METAL FRAME BACKPULSE PUMPI L CS x 11.5 STL. CHANNEL (I" HEAD) FILL W/ GROUT FRAME, I SEE PIPING DWG51 GROUT SOLID. TYP. I �__j 77 3/40 3/4' DIA. STEEL ROD BURGLAR /N 13ARS 9 6` O.C. EACH WAY LAI 3 tH INN H E A D DETAIL, TYP. /OOOJ�IEXTERIOR JAMB, TYP. / J2'�VENT JAMB/HEAD 2 kSCALE: 1 1/2' 1*-0' SCALE: 1 1/2" 1'-0' SCALE: 1 1/2' N;-3 10*-2' V-2- 8- ROOF CURB SUPPLIED BY NORTH HVAC CONTR., INSTALLED BY ROOFING CONTR.— ADHERED IN PLACE r-LOOR PLAN RUBBER OR URETHANE ROD STOCK 'c;I1RE-SEAL' BONDING ADHESIVE *ELA5TOFORM' FLASHING W/ LAP SPLICE SCALE. 1/4' 1'-0" —$SURE-5EAL' SPLICING CEMENT 'SURE-5EAL' INSEAM SEALANT (1/2* FROM FLANGE) *SURE-SEAL* LAP SEALANT ASPHALT ROOF SHINGLES L3/4* COX PLYWOOD SHEATHING W/ 15 lb. FELT BLDG. PAPER \—WOOD FRAMING AS REO'D., 0 CURB OPN'G. SEE STRUCT. DWGS. NE 0 NOTE: EXACT SIZE OF ALL ROOF OPENINGS FOR FANS, HOODS. ETC. MUST BE VERIFIED W/ HVAC CONTR. - SEE STRUCT. DWIG'S 1 1/4" O.D. PTO. GALV. STEEL PIPE RAIL i POSTS WELD ALL JOINTS I GRIND SMOOTH TYP. ACORN NUT /00AO�� ALUM. CURB FLASHING 1/40 40 BOLT 0 CARLISLE DETAIL NO. U-S-D SCALE: 1 1/2"-1'-0' 21-01 O.C. I" x 1/8' STEEL 1* x 1/8' STEEL BAR FRAME (PAINT) BAR STRAP BOLTED WELDED TO PIPE TO FRAME FRAME EXPANDED METAL MESH (PAINT) ....................................................... ....................................... ............... ............... ..... ......... ............................................................ ..... .....­1........................1­1............................................. FOR MOUNTING HEIGHTSOF ..... .....I...... ..................... ......... .................... ALL FIXTURES ........................... ............ .......................el.7 I.............. HAL ROOF SHINGLES SEE DETAIL ...................... PIN. CLG. ......*............. ........................................*........ EL. +13'-Os ...... ...... ..................I........................................ SET RAIL SUPPORTS .. ........I...I ..................... ................................... CURBED OPENING, F IN POR-ROK ................................................................. .. ,,R.P. OVER SEE DTL. 2' M.R. GYP. (SEE NOTE BELOW) ..... .I.......................................I...................... .. WALL BOARD. th 60 LONG PIPE SLEEVE ...................... ...................................... ..... .. FULL HEIGHT W/ 30 x 3' x 1/4' STEEL ..... .....*­­*..........................**................ PLATE WELDED TO ... ......­­....... ......................................... 20 x 20 2'y3' MIRROR IN— GRAB BARS AS BOTTOM 1 3/4' I.D. SLEEVE .... .... ....... ....................I..................... EXHAUST ILI 5.5. FRAME PER CODES ..................................... ............ I- Lu ........ ..........SLOPE........ .... .. EF-3 SLOPE I- _ c ...............I........... ...... F < WRAP TRAP I I EF-I z /—TOILET TISSUE ..... .......... EXHAUST.. EF-T r io x io uj H.W. LINES W/ DISP., TYP. . . ..... L J J EXHAUST uj d3 PIPE INSUL. ..... ............. .......................... t 1 0 c .................. CNI FIN. FLOOR ...................I..................... REVISIONS ..............I......11............... T EL. +45*-Oo ....... .........I.................. 1 8/15/01 ..................... LAV . ..... .....1 2 I/IWO2 3 1/255/02 2'-Oo CONT. RIDGE VENT PRE-MANUFACTURED': u '9 CUPOLA q < s F- ............. (L rB INTERIOR ELEV. z ..............­.1......... I r0'*`4\ CxUARDRAlL DETAIL SCALE. 1/4'-1'-0' .............1........... SCALE. 3' 1'-0' SLOPE SLOPE............................ co cr .................... ......... I., ................. ........ OD ....... .... .............. ...... .. DRAWN BYs B.W.M./MB .................... ..... I CHECKED BY: D.A.C. .........................................L......... ..................................................... DATE DRAWN: 1/3/01 ................... ......... MIRROR .......I....................... ...... DATE ISSUED: cl/4/01 < ............ u ........ ............. .........I......... ..... .................... ........I........... ..... SCALEt AS NOTED ASPHALT ROOF SHINGLES < ....... ...................................... I- SIDE ........ ......... ............. ................. < JOB NUMBER: 484lg REAR ...... ............ .............................. u_ ........ ...... ............... ........... . ..... ARCHITECT'S S AL .......... ..........I.......... ........... ... ...L. 01 �1­ ll_�. ,�,, .................. ..... GRAB BAR T.T. D15P. .......... ........ ................................................ < ............ z of GENERAL NOTES ................. ........................ 3: < SEE STRUCTURAL DRAWINGS FOR SIZE AND TYPE CL OF ALL STEEL FRAMES REQUIRED FOR ROOF 3'-0" OPENINGS AS WELL AS THEIR LOCATION NOTEt MAX. VERIFY ALL MOUNTING HEIGHTS WITH Le ALL FLUE HOOD i FAN SIZES INDICATED ARE APPLICABLE BUILDING CODES ROUGH OPENINGS THRU ROOF. VERIFY 51ZE AND LOCATIONS WITH HVAC CONTRACTOR. EiNdsq�E�ER'5 5EAL PLUMBING VENTS (BY PLUMBING CONTRACTOR) ARE NOT SHOWN FOR CLARITY. rC *`� MOUNTING DETAILS FOR NUMBER AND LOCATIONS SEE PLUMBING DRAWINGS. SEE DETAIL THIS SHEET FOR FLASHING CL SCALE: 1/4'-P-O' C FOR FLASHING. Roorm PLAN ONDUIT AND PIPE OPENINGS ARE SHOWN ON PLUMBING, HVAC, AND ELECT. DRAWINGS. SEE DETAIL THIS SHEET SCALE: 1/4' 1*-0' EXACT SIZE FOR ALL ROOF OPENINGS FOR FANS, HOODS, ETC. IS TO BE VERIFIED W/ HVAC CONTR. SHEET NUMBER 12' �4 :9 5 14. 12. 0 V 42. SEE DTL cu 24' [a 5 3/4' 37 T r' T rE 20 x 20 X U, E HA 9T Er IEOXH' GA=l ........... — — b q 1 x w F 0 b k r.I 1 f L r C PRE-MANUFACTURED UPOLA EQUAL - -TO STANDARD MODEL u x 42 C W/ I51 H WEATHERVANECO. AS DIST. BY W EBB CO THE RO KWAY SMITH NDOVER MA h CONT. RIDGE VENT H BY 8 C H CO..CO TOP OF RIDGE G CONT. RIDGE VENT 84- i 1/Z + EL. EXHAUST DUCTS. SEE . ASPHALT SHINGLES OVER 3/4r MECH. DWGS_ CDX PLYWOOD 4 SHEATHING A 3 IZ I' - ASPHALT SHINGLES OVER 3/4 r H S G C DX PLYWOOD SHEATHING 1X8/IX4 WOOD RAKE TRIM PAINTED TYP. FASCIA TRIM IXL/X3 WOOD C tu TOP F MASONRY € TOP OF MA90NRY O Y + _ EL. li O EL. li O CLAPBOARD SIDING ON METAL FURRING �— IX12 WOOD HEAD TRIM CLAPBOARD SIDING ON METAL FURRING O , Q N LL N f C / i IXL CORNER TRIM PAINTED — En CORNER TRIM PAINTED C • O i L FINISH FLOOR ; FINISH FLOOR + - EL. L5 O EL. L6 O I XL DOOR TRIM PAINTED L I - 'I w SOUTH ELEVATION2 EAST ELEVATION - S ALE. I/4 O 00 _ C SCALE. I/4 O C w N G V C I r _ V 1 P LA TYP.PRE-MANUFACTURED CU O S T RIDGE VENT -3 CON DG TOP OP RIDGE O _RI VENT -CONT. RIDGE + - L 84 L I/Z E ' _... F IT I I I IT I EXHAUST DUCTS X • OVER /ASPHALT SHIN LES O 3 4 SEE MECH. DWGS. G PLYWOOD SHEATHING C DX YWOO f w EXHAUST DUCT S,TYP. J _L TVI TUFF TV SEE MECH. DWGS. -LT IF LT IF-IT IF12 w C H E OVER 3/4 r l w z ASPHALT SHINGLES O uw m SHEATHING CDX PLYWOOD I AK .TRIM IX8/X4 WOOD RAKE ". O PAINT T P. N PAINTED,, Y IXL/IX3 WOOD FASCI A TRIM IT j IV REVISIONS /I / TOP F MASONRY 8 5 O TOP OF MASONRY O O EL +l i O r + 2 I/L/OZ EL.- lG O - 1 L ` FL D AX AL WALL FLUE C 3 , O SEE MECH. DW S. O /Z5/OZ S G C - 4 CO-AXIAL ALL FLUE 1 CO AX W TRIM SEE MECH. DWGS.. . 1XIZ WOOD HEAD VERE INTAKE VENT 5 LOUVERED / TRIM W I x 6 WOOD CLAPBOARD SIDIN` C G PAINTED•-TYP. '— MFURRING f _ ' ON METAL W W z / CL APBOARD SIDING - ON METAL FURRING : P RAN B.W.M./MB DRAWN BY. , o- X L CORNER TRIM PAINTED X CORN ER .TRIM PAINTED i K BY. D.A. . ir ao CHECKED C BATE DRAWN. 3 O h B i ATE ISSUED- 9/4/OI D S r AS NOTED SCALE: mw FINISH FLOOR FINISH FLOOR SHF00 Q FINIS FLOOR _ U EL. L6 O EL. B O NUMBER: 9841 JOB C9 / 4LM PAINTED I R TRIM. PAI D X DOOR L AR T S AL CHI EC S LL f r W L Q ®. i n , „ •, f ELEVATION DIES 4 t 3 NORT H ELEVATION r r x L 4 I u A E I/ O 22 r 14 I C ALE. / O SC F r e e P s Q �:�2 ENGINEER'S S AL ` c�1 G N a- W t 'E H O a o , n E W SHEET NUMBER i— Q • O - 1 H r 0 2GA ' I O- M r TOP OF RIDGE TOP OF RIDGE EL. +84'-L 1/2" EL. +84'-1, 1/2' ALL WOOD FRAMING, BLOCKING. ALL WOOD FRAMING, BLOCKING, I PLYWOOD, ETC. SHALL AHED, B FIRE PLYWOOD. ETC. SHALL BE FIRE RETARDANT TREATED, TYP. 12 12a n 04 TOP OF MASONRY 1/2" M.R. G TOP OF MASONRY I/2" M.R. G.W.B. .W.B. C I LP.T. WOOD TRUSSES, I I I I P.T. WOOD TRUSSES. SEE STRUCT. DWGS. I I I (USE S.S. CONN. PLATES) (USE S.S. CONN. PLATES) I SEE STRUCT. DWGS. i I I s I I I s A-3 ` r4 sIM. I I I I A-3 � sIM. I I I I A-3 I BLOWER ROOM I I A-3 I I BLOWER ROOM HIGH GUARDRAIL-6" L I 3'-6" HIGH GUARDRAIL 3' SEE DETAI I D C.M.U. WALLS, SEE SECTIONS C.M.U. WALLS, SEE SECTIONS I I SEE DETAIL D 2'-0" W X 6'-O" H X 2" THK. I I 2'-0' W X 6'-0" H X 2" THK. CONC. FLOOR SLAB, SOUND INSULATING PANELS FINISH FLOOR I I SEE CONC. FLOOR DWGS. I ° SOUND INSULATING PANELS SEE STRUCT. DWGS. FINISH FLOOR . ° I I I I I �_ r I r I EL. +65'-O" , I EL. +yr O i / CONCRETE TANK WALLS, CONCRETE TANK WALLS, CONC. FOUNDATION WALL, SEE STRUCT. DWGS. , CONC. FOUNDATION WALL, SEE STRUCT. DWGS. SEE STRUCT. DWGS. MEMBRANE , SEE STRUCT. DWGS. ; DIP CHAMBER TANK f k CONT. P.V.C. WATERSTOP. TYP. CONT. P.V.C. WATERSTOP, TYP. f BO e BOT. OF TANK EL. +53'-0' E I . •• .. _ T. OF TANK d ' ` +53. r _ III BUILDING SECTION 2 BUILDING SECTION SCALE: _ � SCALE: I/4"-I'-O" - _ G 12 PREMANUFACTURED P.T. WOOD TRUSSES PREMANUFACTURED P.T. WOOD TRUSSES a 2'-0' O.C. W/ S.S. FASTENERS O e 2'-0" O.C. W/ S.S. FASTENERS ASPHALT SHINGLES OVER 3/4" ASPHALT- SHINGLES OVER 3/4' I, CDX PLYWOOD SHEATHING CDX PLYWOOD SHEATHING (2) 2X8 WOOD SILL PLATES W/ W ( : (2) 2X8 WOOD SILL PLATES W/ 1/2' ANCHOR BOLTS a 4'-0' O.C., R-30 F.G. BATT INSULATION R-30 F.G. BATT INSULATION 1/2" ANCHOR BOLTS a q'-O O.C.. TYPICAL TYPICAL L MIL POLY VAPOR BARRIER i MIL POLY VAPOR BARRIER IX6/IX3 WOOD FASCIA TRIM, V PAINITED,OOD FASCIA TRIM. rl _ PAINTED, TYP. TYPCONT. METAL . .. .DRIP EDGE CONT METAL DRIP EDGE TOP OF MASONRY E EL. +lC-O' 'DENS-GLASS GOLD' SOFFIT BO. 1- 4/8' 'DENS-GLASS GOLD' CEILING ON IX3 FURRING a 1'-4" O.C. SOFFIT BD. CLG. ON IX3 5/80 DENS-GLASS GOLD 5/8r .DENS-GLASS GOLD WOOD FURRING a 1'-4" O.C. SOFFIT BOARD ST SOFFIT BOARD W/ RIP 3" CONT. VENT STRIP ( \�� _ IXi WOOD TRIM, PAINTED I IX6 WOOD TRIM, PAINTED 8" PLAIN FACE C.M.U. 8' PLAIN FACE C.M.U. BOND BEAM. SEE BOND BEAM, SEE _ STRUCT. DWGS. STRUCT. DWGS. TOP OF RIDGE PRE-PRIMED WOOD CLAPBOARDS OVER 'DUPONT* + EL. 84 6 1/2 TYVEK BLDG. WRAP ON 1/8" I METAL FURRING a 2'-0' O.C. f 1 (PROVIDE ALTERNATE TO ALL WOOD FRAMING. BLOCKING, SUBSTITUTE "HARDIPLANK" BY .E PRE-PRIMED WOOD PLYWOOD. ETC. SHALL BE FIRE JAMES HARDIE BLDG. PRODUCTS I . SEAL INTERIOR FACE OF MASONRY, TYP. 'DUPONT' RETARDANT TREATED, TYP. IN LIEU OF WOOD CLAPBOARDS) CLAPBOARDS OVER TYVEK. BLDG. WRAP ON 12 METAL FURRING a 2'-0" O.C. N (PROVIDE ALTERNATE TO W e" PLAIN FACE C.M.U. WITH - SUBSTITUTE "HARDIPLANK" BY N I JAMES HARDIE BLDG. PRODUCTS �[ W KORFIL' INSULATION U IN LIEU OF WOOD CLAPBOARDS) (n p Ge EXTERIOR INTERIOR O INTERIOR EXTERIOR U U I KORFIL IN SULATION FACE ON U. WITH p 0 I O OU co I OUR-O-WAL MASONRY TOP OF MASONRY I O m HORIZ. WALL REINF. EVERY W EL. +lC-O". I I — - OTHER C.M.U. COURSE FULL oc HVAC PLATFORM L UDS I I" HT., SEE STRUCT. DWGS. Z P.T. WOOD TRUSSES. AT 1'-4* O.C. S I OWC SEE STRUCT. DWGS. p SEE STRUCT. DWGS. 4 - (USE 5.5. CONN. PLATES) I U FOR VERT. REINF. FILL U ui Z CORES SOLID W/ GROUT cr w <. ,.,.---------- 5 SIM. U SEAL INTERIOR FACE AND REMOVE CELL INSUL. — Q OF MASONRY, TYP. e REINFORCING f- Z A_3. w 1/2' M.R. G.W.B. I I _ co i �{ I 9 8'-0' A.F.F. OUR-O-WAL MASONRY in HORIZ. WALL REINF. EVERY k I OTHER C.M.U. COURSE FULL A-3 REVISIONS _ HT., SEE STRUCT. DWGS. I I OPENING 3'-i" HIGH GUARDRAIL LAVATORY THRU'=WALL FLASHING 1 FOR MEMBRANE e/ WEEP HOLES. 8/15/0I SEE DETAIL 2 8 O.C. REMOVAL D C.M.U. WALLS, SEE SECTIONS 2 1/14/02 , SEE STRUCT. DWGS. - A-I I FOR VERT. REINF. FILL F.R.P. OVER 1/2 " CORES SOLID W/'GROUT AND REMOVE CELL INSUL. 3 1/25/02 M.R. G.W.B. FURR OUT WAL L. 4" e 4 CONC. FLOOR SLAB, REINFORCING I u I SEE STRUCT. DWGS. I I PROVIDE BA Q 5 FINISH FLOOR U EL. +65'-0" R •.. I WHRWEEPLHOLESSHI i FLASHING • ' •• - e 2-8" O.C. I _ z IIII=IIII : 1 I IIII ' _ ' — BY, B.W.M./MB As+i 1/2' HIGH 'R' RIGID INSUL. I I I I1 CHECKED BY: D.A.C. CONC. FOUNDATION WALL, I SEE STRUCT. DWGS. v. FIN. GRADE,-SEE SITE DWGS. FINISH AS SCHEDULED 9 ( I ( O I SLAB. SEE STRUCT. DWGS. 1/2' HIGH 'R' OVER CONC. FLOOR •'. DATE DRAWN: ,/3/OI p i v RIGID INSUL. DATE ISSUED: 9/4/01 SEE SITE DWGS. FOR i — GRADE DETAILS , • . .� - Ca FINISH FLOOR L SCALE: AS NOTED JOB`NUMBER: 9841 Q II _ ARCH TECT'S Q iI II o I it A o :. i MIL POLY w I i ( . I VAPOR BARRIER — i I� I—I 6 MIL POLY -I � VAPOR BARRIER � � F . �� .• ' W _ IIII=I E COMPACTED FILL. TYP. - 41I Ii I p COMPACTED FILL, T YP.. SEE STRUCT. DWGS.EE STRUCT. DWGS. �.? E ' (I I 1 1/2' RIGID STYROFOAM rc• I/2 RIGID POLYSTYRENE INSUL. CONT TO TOP INSUL. CONT TO _TOP o OF FOOTING # 1, r OF FOOTING _ '1. I Q L_ — — — — tt CONC. FOUNDATION CONC. FOUNDATION 1> � I WALL, SEE STRUCT. WALL SEE STRUCT. E DWGS. DWG5. i;{04 o. v Ln -� LR ENGINEER' SEAL r, K1 W - U4LL SECTION WALL SECTIOK3BUILDIHG SECTION - Q � - SCALE: I/4"-1'-0" ✓ SCALE: 3/4"=1'-0" SCALE: 3/4"=I'-0" CL 3 3 I o _ W SHEET NUMBER Lit O A _ h- I O I i I DOWELS TO MATCH---,,,, VERT WALL REINF. VERT WALL REINF.. ..­� SEE SECTION 1 THIS DWG. TOW EL 68'-0" 24'-0" CONT. BOND BEAM WITH 2-#6 CONT. 8" emu 7 BOF EL 62'-6" ON S-1 d, 0 - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - WIRE SCREEN DAM AT CORES F_ TOW EL 76'-8" #4012 NOT TO BE GROUTED 6" SOG SEE PLAN TOW EL 68'-0" FOR REINF —0" TOW EL 65' 7................................................................................... C14 RIES) TYPICAL VERTICAL WALL REINF. S GRADE (VA .. : : : ........... - - - - - - - - - - - S r 20 610 .......... ............. 87 emu #7032 S-1 7 TOW EL 68'-0" ADDITIONAL BAR EACH SIDE OF 0 0 > 8 3 -0 TOC EL, 39 Off TOC EL? 8" emu ALL OPENINGS, EXTEND 32- BEYOND UON 12" 2'-0 6" 61-011 3-#4 CONT 65'-6". 659-691 < If #9GA LADDER TYPE JOINT REINF. @ 16"O.C. 00 7 L F_ TOW EL 68'-0" .......... X B SECTION BOF EL 60'-6" TYPICAL THICKENED SLA -- ------------------------------------- X BOF EL 60'-6" .......... ............ TOW EL 64'-4" GROUT SOLID AT REINFORCED CORES SECTION ( 2 FOR INFORMATION NOT 8" emu ............. SHOWN HERE SEE INDICATES THICKENED SECTION 3 THIS MG. - SLAB BELOW. SEE 6" SOG w/ #4s SECTION 2 THIS DWG. BOF EL 60'-6" TOW EL 64' 4" 012" oc EW CTR C14 r-7 TOC EL 65'-0" r_ 59-8" 71-10" EQUIP PAD. c J 00'06D E z SEE SECTION 6 (11 rol -ou TOC EL 8" emu WALL. �A ON THIS 1 >1 0 0 SEE SECTION 1 DWG. TYP. #6's @12"oc EW CTR 65'-6" #7's VERT @ 32"oc THIS DWG. coq TOW EL 68'-0" #6012" DOWELS < -cn TYP ALL TANK WALLS KNOCK-OUT INSPECTION PANEL 1 Ol-4*1 "d- T > 1 1'.: 1 - 31-27 It E 'F/ TOW EL 65'-0" TOW EL 68'-0" r) 3: =IE W \ . W �7 9 0-c E 7-� TOW EL VARIES 0 .1 5 SEE PLAN 6" CONC SLAB. SEE WATERSTOP W U) 0 0 THK MAT FDN l'-3 0-@ 0 M I-LL. < 0 LAJ SU- REINF w/ #6's 012" ol PLAN FOR REINF & EL. 04 o.c. EW T&B. 5'-6 6" 0) 1 cz� co LLI BOTT EL 51'-9" ir G DE (VARIES ............. Toe EL c ............. EL 53'-0" .............. -17 /1 7 L k 4 . I I 1� 65t-15" c ........ ...... A "o ........... - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 4-4"0 PIPES EQUALLY SPACED.-/ ............. WATERSTOP COMPACTED COARSE COV ........... 11-o" INVERT EL +59'-0". SEE 4 'ER TOW EL 68'-0" GRAINED SOIL TYPICAL PERIMETER WALL UTILITY BLOCKOUT, DETAIL THIS SHEET. S-1 #5's 012" EW CTR----- RIGID INSULATION BOF EL 60'-6" 3 NOTES l'-3" THK MAT FDN S-1 GROUT CORES FULL HEIGHT WITH A HIGH SLUMP GROUT. WHEN THE GROUT REACHES THE 8" CONCRETE WALL SLEEVE AND LINK-SEAL@ 2N27 CONT. BLOCKOUT, AROUND PERIMETER FOUNDATION WALL CONSISTANCY OF STIFF MORTAR VIBRATE TO A DEPTH OF AT LEAST 1/2 THE POUR HEIGHT. BY E.J. PRESCOTT OR APPROVED OF DIP TANK TO RECIEVE 2" ALUMINUM EW TOP. & BOTT ALL GROUTING OPERATIONS REQUIRE FULL TIME INSPECTION BY A QUALIFIED TESTING AGENCY. EQUAL. TYPICAL ALL TANK WALL PLANK GRATING BY OHIO GRATINGS, INC. PENETRATIONS. FOR LOCATIONS, SIZE, OR APPROVED EQUAL. FOR ADDITIONAL MASONRY WORK SHALL BE IN ACCORDANCE WITHACI 318 AND ACI 530, BUILDING CODE (3)#5's CONT. 6"1 8" 1 6"1 NOTE: CONSTRUCT TANK BEFORE BUILDING FOUNDATIONS. AND INVERT ELEVATIONS OF ADD'L INFORMATION SEE ARCH AND MECH I DRAWINGS. REQUIREMENTS FOR MASONRY STRUCTURES. BLOCK: ASTM C90, TYPE 1, GRADE N-1 MORTAR: THE CONTRACTOR. HAS THE OPTION OF HAVING THE 0-4 PIPING SEE ARCH., ELEC., MECH., ASTM C270, TYPE M OR S. 861 -.< AND PLUMBING DRAWINGS. TANKS MADE OF PRECAST CONSTRUCTION. THE DESIGN AND FABRICATION OF THE TANK ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. NOTE: BEARING STRATA SHALL BE MEDIUM TO DENSE INSITU TYPICAL 8" MASONRY WALL SECTION NOTES: GRANULAR MATERIAL OR COMPACTED GRAVEL FILL., FOR SIZE AND LOCATION OF MASONRY OPENINGS SEE ARCH DRAWINGS. SECTION SECTION ( 3 *'� S E C TI 0 N ('4_N� FOR LOCATION AND DIMENSIONS OF INTERIOR NON-LOAD BEARING emu S_ 1 �'s 1) SCALE: Y2"=l'—O' WALLS SEE ARCH DRAWINGS. SCALE: FOR LOCATIONS OF DRAINS, BLOCKOUTS, DEPRESSIONS AND EMBEDDED ITEMS SEE ARCH, ELECT, AND MECH. DRAWINGS. FOR GUARD RAIL DETAILS SEE ARCH DRAWINGS. 114 0--4 00 FOUNDATION AND SLAB PLAN 1/4fo lo-Ovo 8" emu WALL. SEE SECTION 1 -GRADE (VARIES) THIS DWG. ;;TJ VP i�', 2o-O" 3/4" CHAMFER, EL-65'-O" #4's @ 18" MAX TYP) TYPICAL ROUGHEN SURFACE OF SLAB 6" CONIC SLAB. SEE #7's VERT 0 32"oc ALL AROUND (' p 1 1/2" CL PLAN FOR REINF & EL. TREAT AS CONSTRUCTION JOINT 1364 PADS.OVER 12" HIGH #4@12" X\\ CTR TOW EL 64'-4" ELEV VARIES. SEE PLAN PADS UP TO 12 HIGH 8" CONCRETE ELEV VARIES. SEE PLAN FOUNDATION WALL #5's 012 EW PACTED COARSE 6 6" SLAB w NED SOIL #4's @12" EW CTR -------- I RIGID INSULATION #4 TIES @12" oc MAX NOTES: 1.) SEE ARCH, MECH, PLUMB & ELECT DRAWINGS FOR 6-#5's CONT. SIZE, LOCATION & ELEV WHEN NOT SHOWN ON PLAN. 21-6po #5's x3'-2" 3f-8" @12" TOP NOTE: FOR INFORMATION NOT SHOWN HERE 2.) ANCHOR BOLTS, WHERE REQ'D, SHALL BE SIZED AND SEE SECTION 3 ON THIS DRAWING. LOCATED ACCORDING TO MANUFACTURER'S REQUIREMENTS. U NOTE: BEARING STRATA SHALL BE MEDIUM TO DENSE INSITU TYPICAL SLAB AT DOORWAY DETAIL TY PICAL EQUIPMENT PAD DETAIL GRANULAR MATERIAL OR COMPACTED GRAVEL FILL. 0 SECTION r7'_� SECTION ( 5 S E C TI N SCALE: 1 =if-of SCALE: Y2"=1'-0' CONCRETE FOUNDATION WALL 4o-O" 246 ADDL. #6 EF (TYP.) > EF) SEE PLAN & SECTIONS FOR SIZES AND REINFORCING. REVISIONS BLOCKOUT CORNER BARS 3t-8" HORIZONTAL WALL 24" TYP. MATCH HORIZ. ROO REINFORCMENT 2 REINFORCING 121f a 04 SPREAD WALL DOWELS s HORIZ. REINF. FOR REINF. SEE AND REINFORCING 4 '�rSEE SECTIONS -1 2"_ TYPICAL FOUNDATION AROUND OPENING (TYP.) 4'A - WALL SECTION TYP7 WALL FOOTING NOTE: SEE FOUNDATION PLAN FOR LOCATIONS SHOWN 'S" NOTE: SEE ARCH, MECH, PLUMBING, & ELECT DWGS FOR SIZE & LOC ATION TYPICAL CORNER REINF. TYPICAL STEPPED FOOTING PERIMETER WALL UTILITY BLOCKOUTS 0welm Byll DAW CPU* 0~02 DAIS MOUM ovaV02 CONCRETE FOUNDATION WALL AS NO= V-0" TYP. SEE PLAN & SECTIONS FOR am SIZES AND REINFORCING. 2-#6 JR MAX. WALL re"L D STIRRUPS OPENING UP TO 4'-0" NONE CD 16 #3@8 4'-Osl TO 6f 00 -01, 24" #308 SIZE AND NUMBER OF CORNER 61-Olf TO 81 8f-oll 32" #4@16 OF BARS TO MATCH HORIZ. REINF. TO 1 o'-o" 2�J6 HORIZONTAL WALL REINF. 111114callomm WAL 7\ T SEE SECTIONS �44 Zi A.KENNE rr. 277 1 TYPICAL REINF. AT WALL INTERSECTION CMU LINTEL SCHEDULE - Q OHM NL� WIT W H N Ty 172' f-O""" GOS�l ADMIXTURE -ENGINEERED WOOD CAST-IN-PLACE CONCRETE SIMPSON ANCHOR TRUSS 02'-0" oc PRE MODEL NO.: HGAl 0 USE WATER REDUCING ADMIXTURE OR MID RANGE GENERAL WATER-REDUCING ADMIXTURE IN CONCRETE, AS REQUIRED, a . 24t-009 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 MANUFACTURER'S PRESCRIBED RATE TO RESULT IN CONCRETEet SEE ARCH, MECH, CIVIL, AND ELECT. DRAWINGS FOR MISCELLANEOUS AT POINT OF PLACEMENT HAVING TOTAL AIR CONTENT WITH A CONCRETE. -1/2 PER CENT OF ACI TOLERANCE OF PLUS OR MINUS 1 8" CMU WALL BELOW 8" CMU WALL RECOMMENDATIONS. USE ADMIXTURES FOR WATER REDUCTION A SEE DWG G.S-1 AND SUBMITTALS AND SET ACCELERATING OR RETARDING IN STRICT x x z SECTION 1 THIS DWG. COMPLIANCE WITH MA SHOP DRAWINGS FOR DETAILING, FABRICATING, BENDING, AND PLACING 2-2x8 SILL PLATE > • CONCRETE REINFORCEMENT SHALL COMPLY WITH ACI 315 "MANUAL OF CONCRETE MIXING FOR ADDITIONAL INFO STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE SEE ARCH) READY-MIXED CONCRETE: COMPLY WITH REQUIREMENTS OF _12 2- 0 STRUCTURES". ASTM C94. PRE-ENGINEERED WOOD TRUSSESI QUALITY ASSURANCE @2'-0" oc. SEE ARCH x, FORMS 8" CMU WALL BELOW 2-2x8 SILL PLATE - CODES AND STANDARDS: COMPLY WITH PROVISIONS OF THE SEE DWG G.S-1 AND FOLLOWING CODES, SPECIFICATIONS AND STANDARDS, EXCEPT WHERE CHAMFER EXPOSED CORNERS AND EDGES, USING WOOD OR SECTION 3 THIS DWG. MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED: METAL CHAMFER STRIPS FABRICATED TO PRODUCE UNIFORM X, SMOOTH LINES AND TIGHT EDGE JOINTS. AMERICAN CONCRETE INSTITUTE (ACI) 301, -SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." PLACING REINFORCEMENT c"0,o ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED COMPLY WITH THE CONCRETE REINFORCING STEEL INSTITUTE'S SECTION�3 DOOR OPENING BELOW s Z >- uos),rr,--v-, 00 < TYP CONCRETE." RECOMMENDED PRACTICE FOR "PLACING REINFORCING BARS,- a 1 C,4 04 >, S-2A < c SCALE: 1"=l'-O' ��- 2 FOR DETAILS AND METHODS OF REINFORCEMENT PLACEMENT 0 > _c CONCRETE REINFORCING STEEL INSTITUTE 'c ITUTE (CRSI) -MANUAL OF AND SUPPORTS AND AS SPECIFIED. CLEAN REINFORCEMENT 20 RIDGE OF LOOSE RUST AND MILL SCALE, EARTH, ICE, AND OTHER :E STANDARD PRACTICE." MATERIALS THAT REDUCE OR DESTROY BOND WITH CONCRETE. 7- 04 PLACE REINFORCEMENT TO MAINTAIN MINIMUM COVERAGES AS 0, (D E MATERIALS AND INSTALLED WORK MAY REQUIRE TESTING AT ANY TIME 0 0 -i = Ew INDICATED FOR CONCRETE PROTECTION. 0 DURING PROGRESS OF WORK. ry 0 w 0 0 c OZE 3: Lu BLOCK UP AFTER BEAM IS PERIMETER INSULATION JOINTS POSITIONED. PRE-MANUFACTURED CUPOLA STIFF PLATE ES CONSTRUCTION JOINTS: LOCATE AND INSTALL CONSTRUCTION S8x23 POLYSTYRENE BOARD, ASTM 578 TYPE IV, 10 PSI COMPRESSIVE (SEE ARCH) 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 S8x23 HOIST BEAM BELOW INCHES DEEP IN CONSTRUCTION JOINTS IN WALLS AND SLABS TOP OF MASONRY REINFORCIN AND BETWEEN WALLS AND FOOTINGS. EL +76'-8" X REINFORCING BARS:I ASTM A615 GRADE 60, DEFORMED. ISOLATION JOINTS IN SLABS-ON-GRADE: CONSTRUCT EQUAL -ON-GRADE AT POINTS OF SUPPORTS FOR REINFORCEMENT: BOLSTERS, CHAIRS, AND OTHER ISOLATION JOINTS IN SLABS Vi\ DEVICES FOR SPACING, SUPPORTING, AND FASTENING REINFORCINGCONTACT: BETWEEN •SLABS-ON-GRADE`AND ER CA a. 2 BARS IN PLACE. SURFACES OF FOUNDATION WALLS. 1" CIL X21p CL CONCRETE MATERIAL ALL JOINTS IN TANKS SHALL HAVE WATERSTOPS. > BEARING PLATE K� CONCRETE PLACEMENT Y2"x3"xO'-8" PORTLAND CEMENT: ASTM C150, TYPE I OR TYPE 11. ON NON SHRINK GROUT NORMAL WEIGHT. AGGREGATES: ASTM C33 COMPLY WITH ACI 304, "GUIDE FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE.- EL +75'-4" WATER: POTABLE. S-2 COLD WEATHER PLACEMENT: COMPLY WITH PROVISIONS OF 2-#6's CONT ADMIXTURES, GENERAL: PROVIDE CONCRETE ADMIXTURES THAT ACI 306. CONTAIN NOT MORE THAN 0.1 PERCENT CHLORIDE IONS. t t 0 HOT-WEATHER PLACEMENT: WHEN HOT WEATHER NOTE: SEE MECH AND ARCH DRAWINGS FOR 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 LOCATION AND SIZE OF ROOF PENETRATIONS. ADMIXTURES. ADD AIR ENTRAINING AGENT TO CONCRETE AS REQUIRED ACI 305. ROOF FRAMING PLAN BOND BM 4'-0" LG ­­'�" IN ACI 301, TABLE BILE 3.4.1 FOR ALL CONCRETE EXPOSED TO WEATHER. FINISHING FORMED SURFACES 1/419 lf-O" CTRD UNDER BEAM 8" CMU WALL WATER-REDUCING ADMIXTURE: ASTM C494, TYPE A. -FORMED FINISHED: PROVIDE A SMOOTH-FORM FINISH SMOOTH 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 CONCRETE, SUCH AS WATERPROOFING, DAMPROOFING, VENEER 2--Y4"0 ANCHOR BOLTS FILL 3 CURING, SEALING AND HARDENING COMPOUND: FOR STEEL PLASTER, PAINTING, OR ANOTHER SIMILAR SYSTEM. THIS IS COURSES OF CMU CELLS W/ TROWELED SLABS, INTERIOR OR EXTERIOR APPLICATION, EXPOSED AN AS-CAST CONCRETE SURFACE OBTAINED WITH SELECTED • NON-SHRINK GROUT 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 SECTION ( 2 � UNLESS OTHERWISE NOTED. PROJECTIONS COMPLET I LY REMOVED AND SMOOTHED. 00 J-2 NON SHRINK CEMENTITIOUS GROUT: FOR STRUCTURAL GROUTING OF MONOLITHIC SLAB FINISHES &_4 COLUMN BASE. SLAB ON GRADE SEMI-RIGID EPDXY JOINT FILLER. SHORE HARDNESS A80, D50. SCRATCH FINISH: APPLY SCRATCH FINISH TO MONOLITHIC , SLAB SURFACES TO RECEIVE CONCRETE FLOOR TOPPING OR PROPORTIONING AND DESIGNING MIXES MORTAR SETTING BEDS FOR TILE, PORTLAND CEMENT PROVIDE SOLID WOOD TERRAZZO, AND OTHER BONDED APPLIED CEMENTITIOUS FINISH FLOORING MATERIAL. BLOCKING W/ 1/20 SUBMIT WRITTEN REPORTS FOR EACH PROPOSED MIX FOR EACH ANCHOR BOLTS 0 4'-0" O.C. CLASS OF CONCRETE AT LEAST 15 DAYS PRIOR TO START OF WORK. DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE AS FOLLOWS: SURFACES TO RECEIVE TROWEL FINISH AND OTHER FINISHES 1.5 x SNOW 37.5 PSF AT FINISH: APPLY FLOAT FINISH TO MONOLITHIC SLAB 1-4 4000 PSI, AIR ENTRAINED CONCRETE FOR GENERAL USE. AS SPECIFIED. LIVE LOAD CASE 3: 1.5 x .SNOW FINISH T0' MONOLITHIC 37.5 PSF SLUMP LIMITS: PROPORTION AND DESIGN MIXES TO RESULT INTROWEL FINISH. APPLY':A TROWEL SURFACES EXPOSED TO VIEW AND SLAB SURFACES TO CONCRETE SLUMP AT POINT OF PLACEMENT OF NOT LESS THAN 1 SLAB LIVE LOAD CASE 2: INCH AND NOT MORE THAN 3 INCHES. BE COVERED WITH RESILIENT FLOORING, CERAMIC OR QUARRY BOTT CHORD OF TRUSS z NOTCH CMU WALL SNOW 25 PSF AS REQ'D BEYOND. TILE, PAINT OR ANOTHER THIN FILM FINISH COATING SYSTEM. FOR CONT. BOTT CHORD. 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 EL +76'-1 1"± USING A POWER-DRIVEN TROWEL. BEGIN FINAL TROWELING VERT. WALL REINF. WHEN SURFACE PRODUCES A RINGING SOUND AS TROWEL IS SEE DWG. G.S-1 ------ CONT. BOND BEAM w/ MOVED OVER SURFACE. CONSOLIDATE CONCRETE SURFACE 2-#6's CONT. BY FINAL HAND-TROWELING OPERATION, FREE OF TROWEL 8" CMU WALL MARKS, UNIFORM IN TEXTURE AND APPEARANCE, AND FINISH 0.4 SURFACES TO TOLERANCES OF F(F) 35 (FLOOR FLATNESS) AND F(L) 25 (FLOOR LEVELNESS) MEASURED ACCORDING TO ASTM E1155 (ASTM E1155M). GRIND SMOOTH ANY SURFACE C) DEFECTS THAT WOULD TELEGRAPH THROUGH APPLIED FLOORO COVERING, SYSTEM. SECTION 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 THE TRUSS MANUFACTURER SHALL BE RESPONSIBLE OTHERWISE SPECIFIED. FOR THE DESIGN OF THE TRUSS AND SHALL SUPPLY STAMPED DRAWINGS FOR RECORD. CONCRETE SURFACE REPAIRS PATCHING DEFECTIVE AREAS: REPAIR AND PATCH DEFECTIVE 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 TRUSS LOAD DIAGRAM 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 BY TIE RODS AND BOLTS DOWN TO SOLID CONCRETE, BUT IN 2 NO CASE TO A DEPTH LESS THAN 1 INCH. MAKE EDGES OF CUTS PERPENDICULAR TO THE SURFACE. THOROUGHLY s CLEAN, DAMPEN WITH WATER, AND BRUSH-COAT THE AREA TO BE PATCHED WITH BONDING AGENT. PLACE PATCHING 4 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. camm myi mm COMPACT MORTAR IN PLACE AND STRIKE-OFF SLIGHTLY HIGHER THAN SURROUNDING SURFACE. bys uA DATE DRAM OfW02 DATR WOUND. OV24M2 SCAM A$MOM JIM atom > smumaws w_4L 0,p /Z A.KENNETH ALL t NO.27 61 sNwr Numot %-A bn A \�yx/ EMM4 L +7 -4' GeSism2 PLUMBING NOTES LEGEND � SYMBOL AB REV. DESCRIPTIOhJ 1. THE WORK COVERED BY THIS CONTRACT SHALL INCLUDE, .UNLESS 12. PIPING a+ SPECIFIED OTHERWISE, THE FURNISHING OF ALL LABOR, EQUIPMENT, (A) SANITARY SYSTEMS p4 W SANITARY SOIL AND/ MS PIPING BELOW THE SLAB SHALL BE COATED, OR WASTE PIPE TOOLS, RIGGING, HOISTING, STAGING AND MATERIALS AND THE PERFORMANCE OF ALL OPERATIONS NECESSARY FOR PROPEL AND SERVICE WEIGHT, CAST IRON PIPE WITH HUB JOINTS HAVING S/W SANITARY SOIL AND/OR WASTE PIPE ( BURIED ) FIXTURE SCHEDULE COMPLETE EXECUTION OF THE WORK IN ACCORDANCE WITH THIS RESILIENT RUBBER GASKETS. PIPING ABOVE GROUND SHALL BE DRAWING, SUBJECT TO THE TERMS AND CONDITIONS OF THIS OF SERVICE-WEIGHT CAST IRON PIPE WITH MASSACHUSETTS V. VENT PIPE CONTRACT. APPROVED "NO-HUB" FITTINGS. VENT PIPING ABOVE GRADE, TWO INCHES (2") AND SMALLER, MAY BE TYPE "M" COPPER TUBING V. VENT PIPE ( BURIED ) FIXTURE S./W. V, C.W: H.W. DESCRIPTION 2. ALL WORK SHALL BE INSTALLED ;IN A FIRST-CLASS MANNER CONSISTENT WITH SWEATED JOINTS OR SCHEDULE 40 GALVANIZED STEEL PIPE _=t✓_= WITH THE BEST CURRENT PRACTICES. ITEMS NOT SHOWN ON THIS WITH THREADED JOINTS. - SYSTEMINGBUT WHICH ARE NECESSARY TO MAKE A COMPLETE PLUMBING C.W. COLD WATER PIPE INSTALLATION, SHALL BE FURNISHED AND INSTALLED AS PART (B) ALL DOMESTIC WATER PIPING ABOVE THE SLAB SHALL BE TYPE " WATER CLOSET-- KOHLER MODEL No. K-3427U FLOOR-MOUNTED, TANK TYPE OF THE WORK UNDER THIS CONTRACT. ALL LAYOUTS ARE DIAGRAMMATIC "L" HARD DRAWN COPPER TUBING. TUBING AND FITTINGS SHALL H.W. HOT WATER PIPE 4 2 1/2 VITREOUS CHINA .WATER CLOSET WITH ELONGATED BOWL AND INSULATED AND FI NAL ARRANGEMENT SHALL SUIT FIELD CONDITIONS. BE JOINED WITH LEAD-FREE SOLDER AND A NON-CORROSIVE FLUX. TANK. UNIT WITH COVER AO HAVE MODEL37 K STOPS. SOLID PLASTIC SEAT 3. ALL W WATER PIPING BELOW THE SLAB SHALL BE 'TYPE "K" SOFT TEMPER CODES REGULATIONS I AND GOVERNING COPPER TUBING WITH COMPRESSION FITTINGS. G G GAS PIPE ORDINANCES. THESE REQUIREMENTS REMENTS :ARE , LAVATORY -KOHLER MODEL PROVIDE 4 MORNINGSIDE" VITREOUS CHINA, CONCEALED MINIMUM CRITERIA AND NO REDUCTIONS IN STANDARDS CALLED FOR ON (C) GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE, CONFORMING " ter— UP PIPING RISE OR UP �2 2" 2- 1/2" 1/2" ARM CARRIER LAVATORY AND PROVIDE CHICAGO 785-665 SELF-CLOSING, METERING THE DRAWING, PERMITTED BY CODE, WILL BE ALLOWED. OBTAIN AND WITH ASTM STANDARD A.53-F. FAUCET WITH CHROME-PLATED ANGLE STOPS/SUPPLIES AND OFFSET DRAIN W/P-TRAP PAY FOR ALL INSPECTIONS, LICENSES, PERMITS AND APPROVALS C DP/DN PIPING DROP OR DOWN INSULATE SUPPLIES & WASTE W/ HANDI-LAV-GUARD MODEL #102. REQUIRED BY GOVERNING AUTHORITIES AND INSTALL ALL WORK IN 13. VALVES ' EMERGENCY EYEWASH/TEMPERING VALVE ENCON MODEL 01035402 W/ MODEL COMPLIANCE THEREOF. PIPING TEE LOOKING DOWN p-3 - - 3/4" 3/4" 01052382 TREADLE KIT AND LAWLER MODEL 911 E/F-84908 - PROVIDE CHECK (A) SHUT-OFF VALVES IN INTERIOR DOMESTIC WATER SYSTEMS SHALL VALVES & SHUT-OFF VALVES IN HOT & COLD WATER SUPPLIES. 4. ALL MATERIALS AND WORKMANSHIP SHALL CARRY THE STANDARD BE PROVIDED ON CONNECTIONS TO EACH GROUP OF FIXTURES AND F.C.O. FLUSH FLOOR CLEANOUT (J.R. SMITH FIG. 4023) LESS THAN ONE FIXTURES FED SEPARATELY FROM PIPING MAINS. VALVES SHALL YEAR FROM THE DATE OF ACCEPTANCE WARRANTY AGAINST ALL DEFECTS FOR A PERIOD OF NOT E WITH SOLDER ENDS. 1. THE COLOR OF ALL FIXTURES IS TO BE WHITE. TO DEFECTIVE MATERIALS, EQUIPMENT, OR WORKMANSHIPWHICH I MAY THE WORK. ANY FAULT DUE BE OF THE BALL TYPE G.C.O. GROUND CLEANOUT 2. 2 FIXTURE TO HAVE SYMMONS N0. 4-10 MIXING VALVE ON HOT WATER SUPPLY (SET AT 110') DEVELOP WITHIN THAT PERIOD SHALL BE MADE GOOD, FORTHWITH, BY (8) GAS VALVES SHALL BE FURNISHED AND INSTALLED AT CONNECTIONS AND AT THE EXPENSE OF THE PLUMBING CONTRACTOR, INCLUDING ANY TO EACH APPLIANCE AND AT EACH RISER. GAS COCKS SHALL BE CH D.C.O. DANDY CLEANOUT DAMAGE DONE TO AREAS, MATERIALS, AND OTHER SYSTEMS RESULTING BRASS BODY TEE-HANDLE TYPE WITH BOSTON KEY. FROM THIS FAILURE. S& ( �-200) 5. THE PLUMBING 14. HANGERS SHUT—OFF VALVE APOLLO SERIES 70 5f SHALL CONFER WITH ALL OTHER NG CONTRACTOR SHA W WASTE VALVE (APOLLO 95-204-01) CONTRACTORS INSTALLATION AS O THE PLUMBING OFTHEIR SYSTEM. HE SHALLO E BEGINNING ALL G CLAMPS. SHALL CBE SUPPORTED BY SPLIT-RING TYPE .&W. STOP AND WA (A) VERTICAL PIPE HANGERS ON HORIZONTAL PIPING SHALL BE OF THE GAS COCK WORK IN SUCH A MANNER AS TO AVOID INTERFERENCE WITH ALL OTHER CLEVIS TYPE, HAVING THE FOLLOWING SPACING: TRADES. (1) CAST IRON PIPE 5'-0- AT HUBS FOR FIVE FOOT (5') P.T. P-TRAP DRAIN SCHEDULE 6. THIS CONTRACTOR SHALL STUDY ALL RELATED ARCHITECTURAL, LENGTHS; ONE (1) HANGER AT HUB AND ONE (1) AT MID- STRUCTURAL, ELECTRICAL AND UTILITY DRAWINGS, AS WELL AS THE POINT FOR TEN FOOT (10) LENGTHS. — - -- ( B (CHICAGO MODEL 998) SPECIFICATIONS AND ALL OTHER AVAILABLE INFORMATION PRIOR TO TYPE LOCATION MANUFACTURER FIG. NO. DESCRIPTION SUBMITTING HIS BID PRICE. THE BIDDERS SHALL ALSO FULLY INFORM (2) COPPER TUBING AND STEEL PIPE - 6'-0" O.C. FOR 1-1/4" H.B. HOSE BIB W.H. WALL HYDRANT, (J.R. SMITH. FIG. 5609-QT) THEMSELVES OF ALL LOCAL AND STATE CODE REQUIREMENTS. AND SMALLER; 10'--0" O.C. FOR 1--1/2" AND LARGER. "A" ALL JR SMITH 30 W/ SEDIMENT BUCKET - DRAINS TO 7. THE PLUMBING CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY 15. DOMESTIC WATER PIPING ABOVE THE SLAB SHALL BE,INSULATED WITH C] .b. FLOOR DRAIN (SEE SCHEDULE - THIS DWG) 23 HAVE TRAP PRIMER CONNECTION LOCATIONS FOR CONNECTIONS TO SERVICES. ANY CONFLICTS BETWEEN THE DRAWINGS AND FIELD CONDITIONS SHALL BE BROUGHT` TO THE HEAVY-DENSITY FIBERGLASS INSULATION, ONE INCH (1 ) THICK, WITH THIS CONTRACTOR SUBMITS HIS A VAPOR BARRIER JACKET HAVING A SELF-SEALING LAP. ALL WATER ATTENTION OF THE PIPING BELOW THE SLAB SHALL BE COVERED WITH 1 2 THICK, CLOSED --`- TRAP PRIMER (PRECISION PLB'G - OREGON NO. 1) _ PRICE FOR THE WORK. BEFORE I CELL NEOPRENE INSULATION. T.P.W. TRAP PRIMER WATER PIPE 8. SUBMIT SHOP DRAWINGS OF ALL EQUIPMENT AND MATERIALS TO BE TPW 16. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL BE FURNISHED AND INCORPORATED IN THE WORK. THIS CONTRACTOR SHALL ASSUME ALL INSTALLED COMPLETE WITH ALL SUPPORTS, TRAPS, CONNECTIONS, W.&T. WASTE & TRAP COSTS FOR ANY ADDITIONAL CORRECTIONS, SUPPORTS OR CONSTRUCTION FITTINGS, AND ANY INCIDENTALS REQUIRED TO MAKE A COMPLETE REQUIRED FOR MATERIALS WHICH ARE SUBSTITUTED FOR THOSE SPECIFIED. INSTALLATION. 1 V.T.R. VENT THRU ROOF 9. ALL MATERIALS, PIPING, FITTINGS, FIXTURES, ETC. SHALL BE 17, ALL PLUMBING SYSTEM WORK SHALL BE TESTED AS DIRECTED BY THE INV. INVERT PROPERLY PROTECTED TO PREVENT OBSTRUCTIONS AND/OR DAMAGE. LOCAL PLUMBING INSPECTOR AND ALL DEFECTS SHALL BE REPAIRED I TO HIS SATISFACTION AT NO COST TO THE OWNER. TEMP. & PRESS SHUT—OFF E TYPICAL THE STRUCTUREDPATCHING OF MASONRY, ' CONCRETE, OR OTHER PARTS OF P.C. PLUMBING CONTRACTOR VALVE (TYPICAL) 10. CUTTING A RELIEF VALVE SHALL BE PERFORMED BY THE GENERAL CONTRACTOR. G.C. GENERAL CONTRACTOR VACUUM RELIEF FULL SIZE NON-FERROUS 11. ACCESS PAN ELS SHALL BE FURNISHED BY THIS CONTACTOR AND DISCHARGE PIPE / SUPPLY INSTALLED BY THE GENERAL CONTRACTOR. E.C. ELECTRICAL CONTRACTOR " 3 4 C,W. Iwo-.., VENTILATING 3/4" H.W. SUPPLY TO FIXTURES HEATING, LATING AND O H,V.A.C. WALL AIR CONDITIONING CONTRACTOR AIR GAP FITTING TO BE A.F.F. ABOVE FINISHED FLOOR EQUAL TO J.R. SMITH UNION (TYPICAL) FIG. 3950 T.W. TEMPERED WATER DRAIN VALVE ELECTRIC HOT WATER " A.F.G. ABOVE FINISHED GRADE HEATER — HUBBEL E640 4 HIGH DRAIN PAN 4.5 KW, 480 V., 1 PHASE PLATFORM O C.F.H. CUBIC FELT PER HOUR OVER TOILET ROOM PROVIDE PIPE SUPPORTS FOR GAS LINE AS DETAILED f ON THIS DRAWING AT 1-1/2" I 5'-0" INTERVALS EXTEND PIPE DOWN COORDINATE LOCATION OF • TO 6" A.F.F. PIPING WITH MAKE-UP AIR UNIT BY H&V CONT'R '" WATER /�� /� F.D. A ELEC . I I O I Y Y A T E R HEATER DETAIL 4'V-DN TO MAKE-UP AIR 1/1'/2�'W&T TO » „ 1/2 CW-DROP DROP 4"GAS IN CONNECT UNIT ABOVE TOIL 2'W DN & 2'V BUILDING AND 4 VALVED GAS TO NOT TO SCALE ROOM (125 CFH) 1/2"CW-DP 4"S-DN RUNOUT AT 8" EMERGENCY GENERATOR I 4" TANK VENT — GENERATOR ROVE DE TO 4 MOO OTHERS) — �� CFH) i- 1094 � 10 4„ LEC. H.W. HEATER ON F.D."A" „ \" F.C.O. kATFORM ABOVE U _ 300 I 04 4" TOILET ROOM - SEE BY G.C. BY P.C, I 4 04 GAS PIPE 1 THICK PRESSURE TREATED THREADED ROD 4"W&T I 3 4 HW-DPI I2 DETAIL THIS DWG. >, 4 WOODSTRIP BETWEEN PIPE (TYPICAL) o II o �/4"Cw-DP 4"V-UP �I 4 V- `P 12» A STRAP-VASECURE TO HANGER & BLOCK ADJUSTABLE CL TO 4 .T.R. V— t FIELD VERIFY » '^ EVIS TO 4V.T.R. b a �--2 _ LAVJI _ BLOCK W GALVANIZED l f HANGER " .E'er DISTANCE / BLOWER ROOM - SCREWS /` I� 4 I-) �� F.D." " PIPE o 4-3 1»2 I �V-"DN-DP '� �' " 6"x6"x6" PRESSURE TREATED 3/4'' — - 10 x 10 x 1 1 2 _ — ` TPW -� ' ' 13 WOOD BLOCK � 'TRAP. PRIMER WITH 4 CONNECT G G Ia PIPE DISTRIBUTION UNIT PROTECTION GRADE UNIT HEATER 1 "V DN' A. ~ 3/4 GAS TO � I AND FOUR (4) 1/2"TPW BOARD ° .F.) � I DOWN TO FLOOR DRAINS " (75 C.F.H.) / /> / 4" PROVIDE 12 LONG SHIELD FOR `� / PROCESS ROOM 4" NOTE: ALL PIPES AND ALL SHIELDS TO �/ I " SUPPORTS SHALL' BE 16 GA. GALVANIZED STEEL FIBERGLASS INSULATION I\ 4 F.D."A O AT 5'-0" INTERVALS & AT EACH TAKEOFF OR CHANGE IN V » BE PROVIDED ON EXTERIOR GENERATOR DIRECTION. PER SPECIFICATION ELEVATION FLOORFINISH 65.00' 1_1/4"�I, . 2"v-DN INV. 62.00' k � ' L EMERGENCY GAS 9 HUT-OFF VALVE 4" S P I P E HANGER DETAIL I 4" I SERVCEBY GAS GAS PIPI NG SUPPORT DETAIL - F.C. GAS CO. - PC�o NOT TO SCALE CONNECT 4 LINES I 4 — CO-ORDINATE ( COST f NOT TO SCALE TO EQUALIZATION _ 'a. I 3 "sm A TO BE BACKCHARGED ANK m G.t.O. TO OWNER. ) (TOTAL LOAD 2400 C.F.H.) " i2ANE DIP NON-FREEZE T14NK WALL HYDRANT ' MOUNT 24 A.F.G. 3/4"CW-DROP BY G.C. BY P.C. 4" 1¢ vI81ON13 WATER METER & .RPBP 1 ttl: O 01/2b/02 SEE DETAIL THIS DWG s 1-1/4 " WATER SERVIC 1-1/4" o 1 TO 6"A.F,F, (BY G.C.) v 3: d O r 4 TO FIXTURES & EQUIPMENT �� REDUCED PRESSURE BACKPLOW 0}0 T 1 PREVENTER ASSEMBLY - 1-1/4- SIZE COMPLETE WITH GATE VALES d& 1-1/4- TEST COCKS- WATTS NO. 909 b SUPPORT ASSEMBLY W/L BRACKET m .t 1" WATER METER TO BE I LAGGED TO WALL W/PIPE CLAMPS NORTH FURNISHED & INSTALLED BY P.C. I� FINISHED GRADE J.R. SMITH #4258 CLEANOUT METER TO CONFORM TO ALL DRAWN 15Y: ul�A / LOCAL REQUIREMENTS I ' HOUSING W TAPER THREAD DIAL PRESURE GAUGE GNEdCED ears J.Ex CLEANOUT BODY—VANDAL REDUCING I I 0' TO 150' W/ SNUBBER PROOF SCREWS—WORD REDUCING UNION & STOP DATE DR Ms 01/21/02 "CLEANOUT" IN COVER TYPICAL o .. 1 FLOOR PLAN ° 1/2 TEST VALVE a: 24"x24" SQUARE CONCRETE SHUT--OFF VALVE PATE Led D= mtrwm2" 6CALE: V4 "1-m Q ( TYPICAL ) 1-1/4 ASCALE: 1/4" = 1'-0" JOB NUMDER+ W41G ' PAD (8" THICK) - (BY G.C,) CAST IRON RISER BY P.C. AIR CAP FUNNEL BY G.C. HERSEY #65657 1 CU. Ff. POURED CONCRETE CAULK a 1-1/4" ' ( ) 1-1/4" DOMESTIC 5 FINISHED FLOOR SUPPORT - BY G.C.) WATER SERVICE- FULL SIZE VENT DRAIN �\�;'�;;. '��` CAST IRON LONG SWEEP BY G.C. Y J BY G.C.) CONCRETE PAD 90' BEND ����. �•I. o° ) v cr, f 0, f GROUND GLEAN 3 ENGINEEI�t'9 f ...M sR .OUT DETAIL METER sNOT TO SCALE WATER DETAIL �� WAYNE A.GRIFF TH CD NOT TO SCALE N. 351519 SNEEt NUNbE1� r DIFFUSER , GRILLE & LOUVER SCHEDULE TYPE " MANUFACTURER MODEL No. MOUNTING NECK PANEL MAKE-UP AIR & UNIT HEATER SCHEDULE SIZE SIZE- RANGE FUNCTION REMARKS AREA TUTTLE & BAILEY A64 SIDEWALL 24 x18 26 x20 1000 SUP MANUFACTURER O , ITEM L N0. OUTPUT VOLTS PH HZ REMARKS ; 1 PLY N0. SERVED BTU LEGEND . S MODE INPUT CFM HP CRE-500 C 0 2250 MUA-1 REZNOR SCE--125 125,000 R „ „ RETURN/ TREATMENT tUTTLE & BAILEY, FILING 18 x18 20 x2 EXHAUST ROOM 7,500 1000 .75 480 3 60 R TUTTLE & BAILEY CRE - 500 CEILING 12"x12" 14"x " /14 925 RETURN UH-1 TREATMENT REZNOR SFT-'75 75,000 �i FM FIELD MEASURE 0,000 9$0 .33 12Q 1 60 .,2 — EXHAUST ROOM R TUTTLE & BAILEY CRE-500 CEILING 8%8" 1ON1,009 100 RETURN CR CEILING REGISTER 3 EXHAUST " 1 UC UNDERCUT DOOR BY GEN'L. CONTR. RUSKIN ELF6375X WALL MOUNTED 24N24" — 1000 INTAKE WITH INSECT SCREEN ~— ( ) -_ B WALL ,, " " SUPPLY DUCT UP RUSKIN ELF6375X MOUNTED 36 x30 — 2360 INTAKE WITH INSECT SCREEN RETURN DUCT UP h 16x8 DUCTWORK (FIRST NO. DENOTES WIDTH) , FAN SCHEDULE VD VOLUME DAMPER 0 ITEM AREA MANUFACTURER MOD S.P. T TEMPERATURE ADJUSTMENT CONTROL NO. SERVED , EL N0. CFM . INCH RPM HP VOLTS PH HZ REMARKS BASEBOARD HEATER SCHEDULE EF-1 GREENHECK CUBE - CONTROL SWITCH BLOWER 5 630 1/3 12— 0 1 60 SEE NOTE �1 SSC SOLID STATE+ ROOM 200-3 2250 0.37 EF-2 GREENHECK CUBE-120-4 925 0.375 1040 1 4 12 G.C. GENERAL CONTRACTOR TREATMENT / 0 1 60 SEE NOTE #1 AREA MANUFACTURER MODEL LENGTH HEATING BTUH KW VOLTS PH HZ REMARKS ROOM ITEM SERVED MANUAA A.F.F. ABOVE FINISHED FLOOR N0� HEAL TOILET GREENHECK CUE-95—C SEE NOTES #1 & #2 BB-1 ' Q EE-3 ROOM 100 0.125 860 1/8 120 1 60 TOILET MARK CBD-2574 4'-0" 3413 1.0 C77 1 60 OBD OPPOSED BLADE DAMPER ROOM NOTES: i 1. PROVIDE DISCONNECTS AND GRAVITY BACKDRAFT DAMPERS WITH ALL EXHAUST FANS. 2. PROVIDE SOLID STATE CONTROLLER. u �1 3'6" x 30" OUTDOOP AIR O LOUVER AT 2'-0" AFF B -� a Co—AXIAL WALL FLEXIBLE CONNECTOR TYPICAL 2360 36 FLUE (TYPICAL) 36" x 12" DUCT CFM x 30" MOTOR 18"x18" „ OPERATED DAMPER HVAC SPECIFICATIONS DROP TO 12" A.F.F. I I 24" x 24" MOTOR I I OPERATED DAMPER 1. THE WORK COVERED SPECIFIED OTHERWISE, THE THIS CONTRACTSHALL INCLUDE, UNLESS , $HING OF ALL LABOR, EQUIPMENT, ✓ A TOOLS, RIGGING, HOISTING, STAGING AND MATERIALS AND THE e R AND I PERFORMANCE OF ALL OPERATIONS NECESSARY 0 OR PROPER LJ 1000 COMPLETE EXECUTION OF THE WORK IN ACCORDANCE WITH SPECIFICATIONS AND THE DRAWINGS, SUBJECT T THE TERMS AND 6" DIA. FLUES CFM CONDITIONS OF THIS CONTRACT, 2. ALL WORK SHALL BE INSTALLED IN A FIRST-CLASS MANNER`"CONSISTENT LW v � ■■� LN 4 WITH THE BEST CURRENT PRACTICES. ITEMS NOT SHOWN ON THIS REVERSE ACTING BB DRAWING, BUT WHICH ARE NECESSARY TO MAKE A COMPLETE HVAC THERMOSTAT R 1 w SYSTEM ""'INSTALLATION, SHALL BE FURNISHED AND INSTALLED"'AS PART Z N OF THE::WORK UNDER THIS CONTRACT. ALL LAYOUTS ARE DIAGRAMMATIC e AND FINAL ARRANGEMENT SHALL SUIT FIELD CONDITIONS. 3 e CODES REGULATIONS AND ORDINANCES.CONFORMANCE TO THE GOVERNING 100 3. ALL WORK SHALL BE INSTALLED IN 1 NCES. THESE REQUIREMENTS ARE 2250 CFM A/ !� MINIMUM; CRITERIA AND NO REDUCTIONS IN STANDARDS CALLED FOR ON O O CFM THE DRAWING PERMITTED BY CODE, WILL BE ALLOWED. OBTAIN AND PAY FOR ALL INSPECTIONS LICENSES, PERMITS AND APPROVALS -I S T Q REQUIRED BY GOVERNING AUTHORITIES AND INSTALL ALL WORK IN COMPLIANCE THEREOF. T �r 4. ALL MATERIALS AND WORKMANSHIP" SHALL CARRY THE STANDA RD BLOWER ROOM DUCT TO RUN R T TY AGAINST ALL DEFECTS FOR A PERIOD OF NOT LESS THAN ONE WARRANTY THRU TRUSSES a0 / { YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK. ANY FAULT DUE / 10 x TO DEFECTIVE MATERIALS, EQUIPMENT, OR WORKMANSHIP WHICH MAY x , 1 � DEVELOP WITHIN THAT PERIOD SHALL BE MADE GOOD, FORTHWITH, BY � AND AT ,THE EXPENSE OF THE HVAC CONTRACTOR, INCLUDING ANY 0 18"x14" /� MIA o S, AND OTHER SYSTEMS RESULTING cy � .. FROM GTHIS FAILURE. DONE TO AREAS, MATERIALS, .- 04 EF 5. THE HVAC CONTRACTOR SHALL CONFER WITH ALL OTHER "'y T '' / 3 CONTRACTORS AS TO THE LOCATION OF THEIR WORK BEFORE BEGINNING �_ INSTALLATION OF THE HVAC SYSTEM. HE SHALL INSTALL ALL "y THE -- 04 WORK INF AVOID INTERFERENCE WITH ALL OTHER t i i $t TRADWORK IN SUCH A MANNER AS TO ­AVOID X 4 6. THIS CONTRACTOR SHALL STUDY AND PL ALL RELATED ARCHITECTURAL, �j OR TO EF "'� �"'` � � HAVING'+ EXHAUST DUCT RISE 04 SPECIFICATIONS AND ALL OTHER AVAILABLE INFORING MATION AS PRIG AS THE 10 HAVING A 4" DEEP SUMP 44 SUBMITTING HIS BID PRICE. THE KIDDERS SHALL ALSO FULLY INFORM MODE 1 / MODE 2 & ALL WELDED JOINTS O f STATE CODE REQUIREMENTS. CO-AXIAL 2 EF 7. THE HVAC CONTRACTOR SHALL VISITAL WALL FLUE 1 SWITCH W/HUMIDISTAT o V THEMSELVES OF ALL LOCAL AND w THE SITE AND SHALL VERIFY PENETRATION AT AND OVERRIDE AND FIE CONFLICTS BETWEEN THE DRAWINGS cy EXISTING:. CONDITIONS. ANY CONE' 10 —O AFF FIELD CONDITIONS SHALL BE ''BROUGHT TO THE ATTENTION OF I THE ARCHITECT BEFORE THIS CONTRACTOR SUBMITS HIS PRICE x �� FOR THE WORK. 1 DUCT TO RUN EXHAUST DUCT RISE , N14" EXHAUST DUCT ' RISE THRU TRUSSES HAVING A 4 DEEP SUMP 8 INCORPORATED BMIT" HOP DRAWINGS OF ALL EQUIPMENT AND MATERIALS TO BE HAVING A 4" DEEP SUMS & ALL WELDED JOINTS IN THE WORK. THIS CONTRACTOR SHALL ASSUME ALL & ALL WELDED JOINTS COSTS FOR ANY ADDITIONAL CORRECTIONS, SUPPORTS OR CONSTRUCTION REQUIRED FOR MATERIALS WHICH ARE SUBSTITUTED FOR THOSE \ PROCESS ROOM ° SPECIFIED. 0 9. ALL HVAC.EQUIPMENT SHALL BE PROPERLY PROTECTED TO PREVENT z - - OBSTRUCTIONS AND/OR DAMAGE. ,,, C925 FM 10. CUTTING; AND PATCHING OF MASONRY, CONCRETE, OR OTHER PARTS OF CONTRACTOR. a $ ° ° o Q THE STRUCTURE SHALL BE PERFORMED BY THE GENERAL 4 d � a ° a 4 ° 4 4 d 11. SHEETMETAL: �,, , ° IVIR310NS A. ALL, SHEETMETAL WORK SHALL BE ERECTED IN A FIRST CLASS AND R I�EEItbUC3G mule/ms WORKMANLIKE MANNER IN ACCORDANCE WITH "SHEETMETAL CONSTRUCTION ° a FOR,VENTILATING AND AIR CONDITIONING SYSTEMS" AS PUBLISHED BY - 3� �� � THE SHEETMETAL AND AIR CONDITIONING CONTRACTORS NATIONAL 'a ° `fi�1alK � I ASSOCIATION, INC. (SMACNA). ° B. ALL DUCTWORK SHALL BE BEST BLOOM GALVANIZED STEEL OF GAUGES 4 AS RECOMMENDED BY SMACNA. a e 12. PROVIDE', A COMPLETE ELECTRIC TEMPERATURE CONTROL SYSTEM TO a . 6 OPERATE ALL DAMPERS, FANS, UNIT HEATER, AND MAKE-UP` AIR -UNIT. ° 24" x 24" MOTOR SYSTEMS SHALL OPERATE AS FOLLOWS: ° 4 OPERATED DAMPER A. TREATMENT ROOM - IN MODE #1 THE MAKE-UP AIR UNIT SHALL BE DRAM 15Y$ UJA ENERGIZED AND BE ABLE TO SATISFY ITS RESPECTIVE THERMOSTAT. _ — a clec:l EG dYs J.E.X. M X, IN THIS SHALLMBE SHALL ALSO E 0. AN DAMPER, IN ° 4 ° � � � A GATE R71�,411aJ: m1/11/m4 AT THE WALL LOUVER, SHALL BE OPENED. HUMIDISTAT SHALL AUTOMATICALLY I � I�y GArR? �!lstJEG= minvms OVERRIDE MANUAL CONTROL FOR MODE #2 OPERATION d C,� T, Nib °4 1 # ODE. 1000 eca4E, . ,_ MODE #1 IS THE WINTER MODE. MODE 2 IS THE SUMMER M I/4 . m B. THE'"UNIT" HEATER SHALL OPERATE WITH IT'S RESPECTIVE THERMOSTAT ° CFM ° ° ..4 ° ° a ° °, a a, d 4.. a ° ° JOD hN.NNDER�ts X71 (SET,,,AT 50') ARGF4RTE T'b C. EXHAUST FAN EF-3 SHALL BE ENERGIZED WITH THE LIGHT SWITCH OF THE TOILET ROOM. 24" x 24" OUTDOOR AIR D. EXHAUST FAN EF-1, WITH IT'S LOUVER AT 5'-O" AFF O.A. DAMPER, SHALL OPERATE ON A REVtPSE-ACTING THERMOSTAT TO BE ENERGIZED WHEN THE SPACE f TEMPERATURE EXCEEDS 80'. NORTH , �P�1N F Mq icy � WAYNE A. 1 FLOOR PLAN � GRIFFITH No. 35519 cll A - � SHEEt 1�IJR'10ER i 00 LL 0 C) 0) 00 z 0 Lj x LL_ cy- 0 LL- C-4 cv) F_: 00 0 < r-0 00 Lj CONN. VALVES rl'_ TYPICAL li fu cu 2' PVC SLEEVES FOR PUMP CABLES & FLOAT 41 IA Ul CU 0) +1 ID cu CABLES SUPPLIED WITH d 41 0\0\ z:z. -P ds M OD PUMPS V1 I CID 10 c CD cu Z_ "I p UNOD 000 tA t,rl C L 0 /J 4/1 41 x 'A",I' ",! L(A fl Go I C L 0 QP d4-C 6#12 & 1#12G oxL IA 0 R c 0�c c% Li cd 44 a-i. ZCP TYP. // I - I I-- �­"I . ��p A ' _ ' PVC TO WP GFI 10 8#12'1­1 1'2G 7-S �psvcj/'9� -OR -lj SEE RISER 1 1/2' PVC7;� I I % DIAGRAM S_C4 ZCP FLOATS Tp /ZCP 1, i/I SEE RISER ---------ft- ZENON CONTROL % DIAGRAM PANEL LS-9, TELE ENMARK J 6#10 1#16� *0 SEE SITE ELEC. 2#10 LS-7 TO ZCP PLAN FOR SIZES L I S-1 PAD WITH GENERATOR. -1-4/2' PVC SEE BUILDING PLANS ------------- G -I' PVC W1 6#14 TO ATS PROVIDE 3 POLE DISC. SW. //11/ !, \' I START WIRING FOR EACH PUMP AND TERMINAL S 9 STRIP FOR FLOAT CONTROLS, C�i 6#10 & 1#� -I' PVC TO ATS FOR 10G P�t 1 1/2'C � -SLEEVE BATTERY CHARGER WIRING PROVIDE WP DUPLEX GFI _fz:�V 2, TO ZCP 1 4#10 & 1#10G LS-10, 12, 14 RECEPTACLE IN CABINET & 11 1 FOR PUMP CATLES 2#10 & 1#iOG LS-7 FOR BLOCK HEATER 8#14 & 1#12G SWITCH FOR LIGHTS, 6#10 & 1'1#10G 1'C TO ZCP: 11 PVC jPVC SLEtV 1 1121 PVC FOR IFLOAT CABEL� FOR FLOATS� Cp 40p -16 If s -—---- 8#14 & 1#12G 10, 1 112' PVC FURNISH AND INSTALL PRECAST o FOR FLOATS VAULT PER COMM ELECTRIC STANDARD NE-15B NE-10 FOR COVERS. TO ZCP --------------------- -------- 12' X 18' X 6' ----------------- WP JB FOR SPLICES PROVIDE TERMINAL 'BLOCKS WP JB 6'X6'X6' PVC NO SPLICES x". PROVIDE 3 POLE DISC. SW, 2'_ PVC SLEEVES FOR 00 FOR EACH PUMP AND TERMINAL PUMP CABLES & FLOAT C-4 STRIP FOR FLOAT CONTROLS, CABLES SUPPLIED WITH PROVIDE WP DUPLEX GFI PUMPS RECEPTACLE IN CABINET SWITCH FOR LIGHTS, ou SEPTIC SYSTEM SITE PLAN A4 HANG ON , 1#8 WALL ABV. PANELS 3#6-l' T 4#1-1 112, 30KVA 480V 30 To 120/208V ju OUTSIDE ON PAD LOCATE IN 3: IN WP ENCLOSURE BLDG. ENCLOSURE TO BE WALK-IN FZEVISION6 TYPE W/ LTG. & RECEPTACLE i RE16SUED 01/25/02 BY UNIT MANUFACTURER 3#1 & 1#6 GND. 1-112,C. 2#10--// 3#10 225A 3P HS LS LS-10, 12 ATS 7-20A 1P 100A 3P 30 A 1P CONTROL 1-20A 2P MCB PANEL PROVIDE FEED TO 2-20A 3P EF 3 23-20A IP BY ZENON ALL SOLONOID 1-50A 3P I 30A IP VALVES & CONTROLS. CONN. LTG. & 1-100A 3P Ls 6 SPACES -SEE ZENON DWG. 650007- RECEPTACLE 12-1 P S. 0. -001, 002 003 E E 2 277/480V 30 4W cip-Am by: JTS METER SOCKET TO BLDG STEEL, WATER PER UTILITY 277/480V 0�-ECXED 15Y: LAF u ERV. & LS-13--"y GROUND ROD 2#10 LS-IL S 1#4-3/4' BLOCK HEATER L_ 30-14W DATE DIRAM 200A MCB 7 1 JAW PROVIDE 277/480V 120/208V DATE MSMD: OS/04/01 M .6#1 30 4W 30 4W 200A 3P W1 MANUAL 200A 3P 4 CONTRO —i 200A FUSES SN BYPASS LINE C. B. 11 PVC SCALE: 600V RT jm ASIMR: 5"IG PROVIDE WIRING AS REQ. FOR BATTERY CHARGER TO UTI 150KW- PVC �RED 304W TRANSFORMER 277/480V G Od M 4#3/0 & 4#3/0 1#6G-2 112' NAT. GAS UH. 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HOLLOW ME TAL L DOORS HOLLOW ME TAL ETAL DOOR \ , r g r Y t0 DOOR SIZE: 3-O X � -O X 13/4 DOOR SIZE: 3'-O" X 7'-O" X 13/4" v IL Ga. HOLLOW\ _METAL DOOR 24'-O" PROVIDE HARDWARE AS LISTED DOOR SIZE: 3 O X 6 61 X 1 3/4"/ / ' / a i - SCHLAGE ttB660 DEADBOLT LOCK W/ 14 L 1 G - (I-PIN KEYED W/ INTERIOR TNUMBTURN) / PROVIDE HARDWARE AS LISTED Q / I - HAGER CAST DOOR PULL 41N ly I - BEST CYLINDER LOCK - (1-PIN KEYED EACH FACE) IV PROVIDE HARDWARE AS LISTED ;MOUNT AT INTERIOR - BET — — N S CYLINDER LOCK (1-PIN KEYED EACH FACE) _ " " Y r Y 8 5 4 3-0 - Y.ENTRY DOORS 1 EACH - SCHLAGE HEAD t FOOT FLUSH ENTRY DOOR I I/2"PAIR HALER BUTTS - FBBI�9 x 4 V2 x - " L 2 g 1-i 4-4 I-8 8 TYP. d� BOLTS AT INACTIVE LEAF 4 1/2 x NRP x U326D LAVATORY 1 1/2 PAIR HAGER BUTTS FBB119 x 4 1/2 x 'd F.O. 4 I/2 x NRP x US26D - dd DOOR: I i - LCN CLOSER - 4111 X CUSHION STOP N HAGER tt835P CONT. A DOORS: 2 S O x AL. DOOR: O ASTRAGAL AT 3 _ PURR OUT WALL 0 0 _1 THRESHOLD REESE ttS473A 3G" X 30" 4 PROVIDE R II ACTIVE LEAF I THRESHOLD - REESE ttS4'13A OA LOUVER F.G. BATT INSUL. 3 PAIR HAGER BUTTS - FBB119 x I SWEEP _ REESE tt"IOIAC 4 1/2" x 4 1/2' x NRP x U326D 2 O SET WEATHERSTRIP - REESE tt769A 2 - GLYNN-JOHNSON - 10H SERIES HOLD ao • m OPEN/STOP SEE. HI t JI BELOW FOR HEAD/JAMB DETAILS ' THRESHOLD - .REESE tt5413A 14 GA. WELDED P.M. FRAME GROUT SOLID PROVIDE 2'-0' WIDE X c 1 SWEEP.- REESE (t701AC TYPICAL i-o HIGH X 2' THICK BLOWER ROOM , w O SOUND INSULATING \ PANELS ITYPJ _ U- SET WEATHERSTRIP - REESE tt�L9A DOUBLE GLAZED WINDOW cv GRAB BARS cr SEE HI t Ji BELOW FOR HEAD/JAMB DETAILS r O B F.D, t-I/q") LOUVER 4 I6 Ga. INSULATED (R-1 MIN,) i HOLLOW METAL DOOR • DOOR SIZE: 3'-L" X l'-O" X 1 3/4N co i co 0 LAV. • / r V.C.T. FLOORING q , DOOR AND F I X2 VIEW WINDOW xx FRAME TYPES 45 / PROVIDE: HARDWARE AS LISTED q_2 DOUBLE GLAZED 3 EYE O SCALE: 1/4"-1'-0' 1 BEST CYLINDER LOCK - (I-PIN KEYED EACH FACE) WASH 1 - SLOWER RM. I/2 PAIR HAGER BUTTS FBBI19 x 4 I/2 x , 4 1/2 ' x NRP x U524D 4 Z ELEC. PANEL O 0 DOOR. 4 - E 0• O LCN CLOSER 411 X CUSHION STOP x AL. AI THRESHOLD - REESE ttS4"13A • 20 3I_4y 2,_ " p P L i SWEEP - REESE #IOIA C r M.O. SET WEATHERSTRIP - REESE tt11.9A O 8'-8" '-10' 8" n M.O. 3-i HIGH GUARDRAI P SEE DETAIL r N - p I/4 x 2 x 8N LONG`ADJ. BENT STEEL i (� � 2 r o 5 3/4 STRAP .ANCHORS. MIN. OF 2 EA. JAMB. PERMEATE PUMPS.STAGGERED SEE PIPING DWGS. A_ IS/I6 115/IL L PRESSED METAL FRAME ,••,•, FILL FRAME SOLID W/ :t' DRAI HAN L TYP. C.M.U. - TYPICAL N GROUT �• TYP. , - . . a-s 8 C.M.U. TYP: r ,. U MEM BRANE E DIPCA CAULK BOTH SIDESCAULKBOTH SIDESS B CKPULSE TYPICAL TYPICAL CHAM6ER TANK �- TANK CMU. - TYPICAL °° L - '" _ P (2) 4"x 3 1/2"x 5/IL" 4' 0 IL P o: . . DUCTILE : • . STEEL ANGLES IRON SEWER - f- r MASONRY ANCHORS PIPE THROUGH - 1 ---- - 3 EACH JAMB OPENING (TYP. 4) I O cc PRESSED METAL FRAME BACKPULSE PUI1P� , i Y CS x 11.5 STL. HA I SEE PIPING DWGS. � :n (4 HEAD) FILL W/ GROUT CHANNEL FRAME. .. a� � . : . . . N N y GROUT SOLID. TYP. 15/IL 115/IL -- --IZ7 " 5 3/4 3/4 DIA. STEEL"ROD BURGLAR ao BARS a C O.C. EACH WAY < �, i 1 DETAIL, T P. ,4 EXTERIOR JAMB, T '. J2 /�HT JAMB/HEAD SCALE: 1 1/2' I_o SCALE: 1 I/2y 1,_0 AA SCALE. I 1/2 NO N1 I A_I - 33 J"t M Y I L 8 10 2Y e 3'-2- ROOF CURB SUPPLIED BY A-2 -, NORTH HVAC CONTR., INSTALLED w BY ROOFING NN O G CONTR. W RUBBER RE R O URETHANE ROD T S OCK ADHERED IN PLAC E r - OOR �'L,4H _ • ' SURE SEAL BONDING 1 O D N ADHESIVE G A N E . - 1*-0' N FLASHING W/ LAP SPLICE SCALE. I/4 ELASTOFORM I ' SURE-SEAL SPLICING C G CEMENT M�1 O SURE SEALY INSEAM. SEALANT (1/2 FROM L O FLANGE) 3 MIN SURE-SEAL LAP SEALANT w ASPHALT ROOF SHINGLES , SHI 'G I w 00 L3/40 COX PLYWOOD N ' ; F+1 SHEATHING /H G W 5 lb. FELT L B DG. PAPER w ' —WOOD FRAM ING RA F G AS REQ D. 0 CURB OPN G. SEE ST RUCT. DW S. J O NN v/ W V NOTE. w EXAT SIZE z 8 Z OF ALL ROOD OPENINGS f 1�1 N NGS OR FANS, HOODS ETC. t MUST BE VERIFIED W/ VA T H C CON R. - SEE STRUCT. OW&8 I I/4 O.D. PTO. G ALV STEEL PIPE L RAI ! POSTS WELD ALL JOINTS t GRIND SMOOTH T YP. a . ACORN NUT ALUMCu ?B FLAG , I/4 � BOLT x 2'-0' O.C. CAR I L L S E DETAIL NO.-U 5 D SCALE. I I/2 O O IF x 1/8 ST EEL EEL N x 1/6 STEEL BAR FRAME (PAIN T) _ BAR TRAP S BOLTED WELDED TO PIPE 4 _TO FRAME FRAME �T i P r+l ' EX ANDED METAL MESH (PAINT) u I FOR MOUNTING HEIGHTS OF . C ALL FIXTURE S .....:. ..,. ........:. . E ASPHALT HALT RO OF S -� SEE DETAIL A-I t FIN. cL . G 4 .......................... .................................. .... EL. 7 3 O SET RAIL SUPPORT : :.................: ... :..... ......:... ....:..: ..::.:.:.:.. S R UOPENING, . OVER I N POR ROK .. ....... .. CURBED SEE L Y (SEE NOTE BELOW) DT . I/2 M.R. GYP. E BE OW WALL AR A LONG PIPE FULL 6 O G P E SLEEVE Ull U L HEIGHT 3 x 3 x I/4 STEEL Lit XA PLAT E WELDED TO ... ................. .......................................... 20 x 20 TT BOTTOM 13/4 I.D.I EXHAUST T 2 x3 MIRR OR IN GRAB BARS:AS .D. SLEEVE ... .:,.... S w S.S. FRAME PERE CODES C E SLOPE _ w —I SLOPE 4 _ _ q WRAP TRAP t TOILET TISSUE 1 - EF i z O SSU EX Oxl w HAUST EF 2 0 H.W. LINE r S W/ DI P T t0 S YP. J L_ J EXHAUST x PIPE IN L :... .......:. .:..:... : :.....,.. : O N fV I I ' REVIS IONS OL FIN. FLOOR L t — E L5 O I 1 8/15/O LTV : ::: 2 /IL/02 r � � 3 I/25/02 M CONT. CO RIDGE u DG VENTPRE-MANUFACTURE[ I Y 2 O c : 2-O 4 z CUPOLA . .,..........,.. Q 5 J:. -. a / B HT�RI OR ELEY. z_ D G DETAIL S AL I/ �7 C E. 4 O • .S _ r ALE I :...SC 3 O SLOPE 5 OP SLOPE AI o-cr ......:. . ..... ......... ......... DRAWN BY: Y B.W.M./M B CHECKED • B C BY. D.A.C. O DATE DRA WN:WN. 1/3/O Q MIRROR DATE ISS E U D. 9/4/OI U " ......_. ...... :.:. ............I.. ... S ALE 10, ASPHALT ROOF SHINGLES > C r AS NOTED G S » N F- s 1 54 Q 2 SIDE ...... .....:: :....:... ..:....:. ...:...:: ................. JOB NUMBER: 9 41 / 9 L 42 REAR '....:............ ...... .:.:..,... .....:: ..... 4 F R IT RA H E GRAB BAR C T E G LaA S ...u, Y p+i .. r.. a ... T.T. i P 4 DS . f r z G NOTES r< a. , N e 1 i c n SEE STRUC TURALDRAWINGS FOR SIZE S AN o. D F ALL O STEEL FRAM �...ES REQUIRED FO R OR ROOF 00 c M `OPENINGS O N A GS SWELL AS THEIR LOCATION 3 O C TON t . 6 , NOTE: ,, .. .,. MAX z VERIFY'ALL 1 -�MOUNTING i IT HEIGHTS G S WITH r t a- G ALL FLUE HOO D t FAN IINDICATED �>,,._�� -..•�S ZE Ln A PL S ARE ` APPLICABLE BUILDING ODES C RO UGH OPENINGST R r H U ROOF.. VERIFY O E Y SIZE AND LOCATIONS CA ONS WITH HVA H C CONTRACTOR. ' . (NEE ' W R S SEA PLUMBING B G.VENTS ( PLUMBING BY U BING CONTR ACTOR) CT R A O > RE NOT SHOWN S OW FORCLARITY. FOR NUM E B R AND LOCATIONS SEE PLUMBING 1 1 ouxTi H �T G DETAILS S "DRAWINGS. SEE DETAIL OTHIS SHEET FO R FLASHING " ' " -. a � SCALE: I/ 1 C E. 4 O ON "IT C DU AN PIPE D OP ENINGS EN N ARE E SHOWN N PLU MBING, M IN V U B G H A N O C AND ELECT. DRAWINGS.C SEE E DETAIL TH IS SHEET 9 i FOR FLAS HING. m 001c PLAN i SCALE I/4 O ul EXACT i F C SIZE OR ALL RO OF OPENING S FOR F H G O FANS. ODDS ET i C. S TO E VERIFIED Q B RI IED W/ HV AC CONTR. t] SHEET M E NUMBER H O a ------ - --- - - - - --- -- - - -------- -- -- ---- --- - ----- - - - - --- - ---- - ---- ---- - - - ---.- - - -- -- - - - -- -- ----- -- - ----- ----- ---- - --- ----- ---- - --- - - -- --- --- - --- ----- --- - - - --- - -- --- - - --- --- - -- --- - ----- - -r I E t f; I { f yw W a i 0 • l t f I r : k f PRE-MANUFACTURED U CTURED CUPOLA EQUAL TO STANDARD - -D RD 'MODEL 42 C W/`>R151 H WEATHERVANE- HE VANE BY WEBB CO. AS DIST. TOP OF RIDGE CONT. RIDGE VENT B E Y THE BROCKWAY SMITH CO. ANDOVER MA - EL. +84'-L 1/2' _ CONT. RIDGE VENT Fm— -- ., EXHAUST DU TS S C EE q ASPHALT SHINGLES OVER 3/4 Y COX PLYWOOD SHEATHING fill fill III 1111 -IF117TT17C -3 ASPHALT SHINGLES OVER 3/4 7 CDX PLYWOOD SHEATHING IX8/IX4 WO OD RAKE TRIM, IX6/IX3 WOOD FASCIA TRIM PAINTED, TYP. TOP OF MASONRY TOP OF MASONRY .— EL. +li Or k CLAPBOARD SIDING ON METAL FURRING j CLAPBOARD SIDING IXI2 WOOD HEAD TRIM-� ON METAL FURRING I -- O O i /LL i — , (y 1L i IXG CORNER ER TRIM, PAINTED IXG COR NER ER .TRIM, PAINTED I O f i O ,n un FINISH FLOOR FINISH SH FLOOR + • f EL. LS O EL. i6 O IXL DOOR TRIM, PAINTED mill O SOUTH ELEVATION w H r2N- E4ST - ELEVATION t — SCALE: SCA LE:E. I/4 I O vI _ FI O I I w r N C � V i f G _ V PRE-MANUFACTURED P C URED CUPOLA, TYP. CONT. RIDGE VENT -3' N TOP OF RIDGE G EL. 84i I/2 r CONT. RI V C RIDGE ENT EXHAUST U T D C S ASPHALT H T 3 SHINGLES OVER /4 G SEE MECH. DW S. G DX PLYWOOD E C OD SHEATHING G EXHAUST DU TS TYP C . SEE MECH.t '. DW S. w IZ 1- OVER 3 W— ASPHALT SHINGLESVE /4w I- l P COX PLYWOOD SHEATHING w z IX8/X4 WO RAKE E TRIM w coPAINTE D, TYP. O IX4/IX3 WOOD FASCIA TRIM m REVISIONS TOP OF MA NR SO Y TOP OF MAS ONRY EL. lL O . r 8 5 OI F + EL. li O - AL 2 /IG/O 2 O .L 1 C AXIAL W FLUE I SEE MEC H. DWGS... 3 25 OZ CO-AXIAL w FLUE E u LA SEE MECH. C DWG S. 4 LOUVERED INTAKE T VENT IXIZ WOO HEAD D TRIM W/ I x b WOOD TRIM w -1 PAINTED. TYP CLAPBOARD BOARD SI IN G 5 W ON METAL E FURRING z CLAPBOARD IN �7 C D SIDING — ON METAL. FURRING v U G 1 m a- IX6 CORNER TRIM, PAINTED X6 CORNER TRIM PAI NTED DRAWN BY - B.W.M./MB 7 L7 .- CHECKED C ED BY. D.A.C. ao i DATE DRAWN./ -1/3/0 1 K1 / r Q DATE SSUED. 9/4/OI , FINISH FLOOR FINISH FLOOR • FINISH FLOOR U EL. L5 O r EL. 460 SCALE- AS NOTED Q f F Q LIX4 DOOR TRIMJOB NUMBERr 9 849 --PAINTED / R .• A HI T R LL C E IN { , 7 r i t La r C ,: .. �J _1 Q NORTH ELEVATION .., . 3 H CC U! ELEVATION _ .I� SST 1�:�2SCALE: I/4N I . OY T, E SCALE N 1 5 /4 1. I O r a n g .. a- EN IN W R'G S S L t- H O J g.: Q 4 iIs W a SHEET NUM p C BER GA=2 Lit ------------- 1- O 6 I r, L � L x r Z I TOP OF RIDGE � TOP OF RIDGE EL. +84'-4 I/2' EL. +84'-6 1/2' I ALL WOOD FRAMING, BLOCKING, ALL WOOD FRAMING, BLOCKING, PLYWOOD, ETC. SHALL BE FIRE PLYWOOD, ETC. SHALL BE FIRE RETARDANT TREATED, TYP. RETARDANT TREATED. TYP. 12 12 I 1 1 TOP OF MASONRY I I EL. +76'-0" I I TOP OF MASONRY EL. +lC-O' LP.T. D I/2" M.R. G.W.B. P.T. WOOD TRUSSES, 1/2 M.R. G.W.B. I SEE STRUCT. DWGS. I I I SEE STRUCT. DWGS. 1 I (USE S.S. CONN. PLATES) 1 I 1 I (USE S.S. CONN. PLATES) 1 I I $ A-3 9 SIM. I I 4 SIM. I I 1 A-3 I I BLOWER ROOM I I A-3 I BLOWER ROOM I 3'-6" HIGH GUARDRAIL I I 3'-V HIGH GUARDRAIL 1 I SEE DETAIL D 1 D C.M.U. WALLS. SEE SECTIONS E C.M.U. WALLS, SEE SECTIONS 1 SEE DETAIL 1 2'-0" W-X 6'-O' H X 2" THK. I I 2'-0' W X C-O" H X 2" THK. CONC. FLOOR SLAB. SOUND INSULATING PANELS I 1 SOUND INSULATING PANELS I SEE STRUCT. DWGS. I 1 I I SEE STRUCT. DWGS. v FINISH FLOOR a :v: FINISH FLOOR a ° I EL. +66'-0' ° EL. I a 1 1 o lop oo:, .. i CONCRETE TANK WALLS, CONCRETE TANK WALLS. e CONC. FOUNDATION WALL, SEE STRUCT. DWGS. SEE STRUCT. DWGS. MEMBRANE ° CONC. FOUNDATION WALL.CHAMBER. � °` SEE STRUCT. DWGS. DIP SEE STRUCT. DWGS. a a .. TANK ° a I p (I a e v. A' a CONT. P.V.C. WATERSTOP, TYP. CONT. P.V.C. WATERSTOP, TYP. v; BOT. OF TANK EL. +53'-0' °. EOT+5 F TANK B L. BUILDING SECTION 2 BUILDING -SECTION �. SCALE: 1/4"=1'-0" SCALE: I/4"=I'-0" t 12 I - � W Q I , F z F� PREMANUFACTURED P.T. WOOD TRUSSES PREMANUFACTURED P.T. WOOD TRUSSES C s 2'-0" O.C. W/ S.S. FASTENERS e 2 O O.C. W/ S.S. FASTENERS Q ASPHALT SHINGLES OVER 3/4" ASPHALT SHINGLES OVER 3/4' CDX PLYWOOD SHEATHING CDX PLYWOOD SHEATHING (2) 2X8 WOOD SILL PLATES W/ w � .� (2) 2X8 WOOD SILL PLATES W/ 1/2" ANCHOR BOLTS S 4 O O.C., //� 1/2' ANCHOR BOLTS O 4'-0' O.C., TR-30 F.G. BATT INSULATION R-30 F.G. GATT INSULATION TYPICAL cn N TYPICAL 6 MIL POLY VAPOR BARRIER 6 MIL POLY VAPOR BARRIER IX6/IX3 WOOD FASCIA TRIM, IX6/IX3 WOOD FASCIA TRIM, V PAINTED, TYP. _ PAINTED. TYP. CONT. METAL CONT. METAL A 1 DRIP EDGE ::: yyy DRIP EDGE TOP OF MASONRY - - EL. +lC-OmL5/8" 'DENS-GLASS GOLD' SOFFIT- BD. - 5/B" 'DENS-GLASS GOLD - o CEILING ON IX3 FURRING S 1'-4' O.C. SOFFIT BD. CLG. ON IX3 5/8" 'DENS-GLASS GOLD' 4 5/8' 'DENS-GLASS GOLD' WOOD FURRING s I'-4" O.C. SOFFIT BOARD W/ ^ SOFFIT BOARD W/ 3" CONT. VENT STRIP 3" CONT. VENT STRIP IX6 WOOD TRIM, PAINTED IX6 WOOD TRIM, PAINTED 8" PLAIN FACE C.M.U. 8" PLAIN FACE C.M.U. BOND BEAM, SEE BOND BEAM. SEE _ STRUCT. DWGS. - STRUCT. DWGS. TOP OF RIDGE PRE-PRIMED WOOD EL. +84'-6 1/2' TYVEKOBLDG. WRAP ON P1/6"T" METAL FURRING O 2'-0' O.C. I (PROVIDE ALTERNATE TO I 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) I CLAPBOARDS OVER "DUPONT" I 12 TYVEK BLDG. WRAP ON 1/8" - METAL FURRING 2 O O.C. � l 8" PLAIN FACE C.M.U. WITH (PROVIDE ALTERNATE TO SUBSTITUTE "HARDIPLANK" BY Ul N cA 'KORFIL' INSULATION JAMES HARDIE BLDG. PRODUCTS OC IN LIEU OF WOOD CLAPBOARDS)I 0 U EXTERIOR INTERIOR p INTERIOR 5 EXTERIOR u u u , p 8' PLAIN FACE C.M.U. WITH O � 1 pU KORFIL INSULATION to TOP OF MASONRY m I OUR-O-WAL MASONRY .. E I HORIZ. WALL REINF. EVERY EL. +lC-O" 1 I W OTHER C.M.U. COURSE FULL o HVAC PLATFORM P.T. WOOD TRUSSES, 8" (20ge.) MTL. STUDS I 4 j HT.. SEE STRUCT. DWGS. Z SEE STRUCT. DWGS. AT 1' 4' O.C. - (USE S.S. CONK. PLATES) z SEE STRUCT. DWGS. U w 1 ----------------- 1 FOR VERT. REINF. FILL � --------------- - $ SIM, p SEAL INTERIOR FACE CORES SOLID W/ GROUT cv H r I Z I O . A-3 OF MASONRY. TYP. REINFORCING w :n _ I I I I/2' M.R. G.W.B. I _ I I in 8- o -s 0 A.F.F. OUR-O-WAL MASONRY i HORIZ. WALL REINF. EVERY A-3x OTHER C.M.U. COURSE FULL 5 9 HT., SEE STRUCT. DWGS. REVISIONS - I I LAVATORY. I I I THRU WALL FLASHING OPENING 3 -G NIGH GUARDRAIL 1 W/ WEEP HOLES 8/15/Ot n I FOR MEMBRANE SEE DETAIL , REMOVAL.. D C.M.U. WALLS, SEE SECTIONS s 2'-8" O.C. - _ SEE STRUCT. DWGS. _ _ - _ 2 VIU02 F VER - _ I R F IL A ( •; 1 O T. REI REINF. L F.R.P. OVER 1/2' CORES SOLID W/ GROUT .3 1/25/02 f M.R. G.W.B. AND REMOVE CELL INSUL. CONC. FLOOR SLAB, FURR OUT WALL q S REINFORCING k I Ln SEE STRUCT. DWGS. PROVIDE R-u F.G. 4 BATT INSULATION Q I FINISH FLOOR I 5 U EL. +i6.-O ° .. I PLHOLESSHI — THRU W FLASHING N W/ WEEI t r Z � 1 - e 2'-8" O.C. I I F . 1 6 � � � I I I � / r, - - r - •.. �; IIII=�111 I _ co _ • 1 DRAWN BY: B.W.M./MB k I 1/2HIGHR' RIGID INSUL.CONC. FOUNDATION WALL. II II CHECKED BY: D.A.C. SEE STRUCT: DWGS. : .. °... . GRAD E SITE DWGS v. I 0 I I I FIN. E. SE E OVER CONC. FLOOR D I DATE DRAWN: 1/3/01 0 p v SLAB, SEE STRUCT. DWGS. 1/2' HIGH 'R' SEE SITE DWGS. FOR i 'RIGID INSUL. f ( III I i I L GRADE DETAILS DATE 155UED: 9/4/01 FINISH FLOOR I . AS NOT ED I SCALE: JOB NUMBER 98419 I o IIII I i S� p G MIL POLY - a 6 MIL POLY HI�TECT 9E ARC. _ I VAPOR BARRIER II — VAPOR BARRIER w ICI I �-� i IIII �I COMPACTED FILL, TYP. . COMPACTED FILL, TYP., Z II• SEE STRUCT. DWGS. p SEE STRUCT. DWGS. v L - - = - I I. 117. IILI fn. 2 �tI I/2" RIGID POLYSTYRENE I I I 1/2" RIGID STYROFOAM r F p INSUL. CONT TO TOP INSUL. CONT TO TOP _ :; ,�• e I Q L_ - J I OF FOOTING I. OF FOOTING : . CONC. FOUNDATION ION CONC. FOUNDATION , WALL, SEE STRUCT. WALL SEE STRUCT. 1 pl , ..• 4�•' : 'v DWGS. a. DWGS.: Ln c� .. - ENGINEER'S UJ p E UILDIH 3 i3 G SECTION T10N WALL SECTION WALL SECTION, p � SCALE: 1/4"=I'-O" 5 a SCALE: 3/4"=I'-O" SCALE: 3/1"=I'-O" 3 3 CIO _ W n Q _ o - SHEET NUMBER O _ _ GA=3 a. ------------- I I I - - - -J" L DOWELS TO MATCH---,,,,,, VERT WALL REINF. VERT WALL REINF. SEE SECTION 1 THIS DWG. TOW EL 68'-o" 24'-0" CONT. BOND BEAM 8" CMU WITH 2—#6 CONT. 7 BOF EL 62'-6" 0 S-1 F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOW EL 76'-8" WIRE SCREEN DAM AT CORES #4 1 012 6" SOG SEE PLAN NOT TO BE GROUTED FOR REINF TOW EL 68'-0" -0" TOW EL 65' . ........................................................ ..................... 3 < '4 C14 GRADE (VARIES) - - - .......... TYPICAL VERTICAL WALL REINF. s -IS .... .... or - - - - - - - - - - - ............. 8- CMU #7@32 ............. ............. �7 C) C. 0 \k S-1 Y ADDITIONAL BAR EACH SIDE OF -0" ALL OPENINGS, EXTEND 32" BEYOND UON 3 -0 3'_0" TOC EL, TOC EL/ 8" CMU 6" 61 �--I - . I isl"� I I I . >< 3-#4 CONT < 8 11 TOW EL 68' 12" 2'-Osv N 65'-6 /651-6901, #9GA LADDER TYPE JOINT REINF. @ 16"O.C. TOW EL 68P-O" 00 BOF EL 60'-6" TYPICAL THICKENED SLAB SECTION BOF EL 60'-6" x x ox�z_ TOW EL 64'-4" .......... FOR INFORMATION NOT 5 GROUT SOLID AT REINFORCED CORES SECTION .......... 8" CMU SHOWN HERE SEE — INDICATES THICKENED V �/j S-1 SECTION 3 THIS DWG.L co SLAB BELOW. SEE R 6" SOG w/ #4's SECTION 2 THIS DWG. BOF EL 60'-6" C) TOW EL 64 -4" @12" oc EW CTR TOC EL 65'-0" CD C4 CD 00 51-8" 79-0" 6 E "r-Lo 0 --t /-EQUIP PAD. Z >. !p m I, 7 cn r- 0 1 st 8" CMU WALL. 1 -4 SEE SECTION 6 < 0 C 7r �* 0 04 TOC EL ON THIS DWG. TYP. #6's 012"oc EW CTR r"t #7's VE oc TYP ALL TANK WALLS 0 r'r- 65'-6" 41 s-1 THIS DWG. 2 0 cn S 10'-4" 74- 0 0 - 1,, 3 TOW EL 68'-0" 1 0.r_ E a) If 00 1, 1 Al #6@12- DOWELS 0 v TOW EL 68'-0 T KNOCK-OUT INSPECTION PANEL r o 'E 'F/ TOW EL 65'-0" TOW EL VARIES CL c3yr 8" SEE PLAN 6" CONIC SLAB. SEE WATERSTOP c: 0 Lu < 0 M Li- 3: l'-3" THK MAT FDN c3r PLAN FOR REINF & EL. C-4 a 20 REINF w/ #6's @12" 1 6" o.c. EW T&B. 59- "clo a) -Li ly"" GRADE RIES) Ld L_ BOTT EL 51'-9- 4 to co EL 53'-0" ....... ............. TOC EL T 04 7�7 .1 TO . ........ -6" . ........ I........ 0 C)o -,�T.=7 65' T .............1 �7'-_ 7 j ........... < ..........: .......... Al 4, . .............. 4 L\ — — — — — — — — — — ......... WATERSTOP Is ............ ........... - - - - - - t3 4-4"0 PIPES EQUALLY SPACED.-/ 2 COMPACTED COARSE COVERI . ..... INVERT EL = +59'-0". SEE 4 GRAINED SOIL '�Tow EL 68'-0" TYPICAL PERIMETER WALL UTILITY S-1 RIGID INSULATION BLOCKOUT DETAIL THIS SHEET. NOTES: #5's @12" EW CTR--' E30F EL 60'-6" l'-3" THK MAT FDN S-1 GROUT CORES FULL HEIGHT WITH. A HIGH SLUMP GROUT. WHEN THE GROUT REACHES THE 8" CONCRETE REINF w/ #6s @12"oc WALL SLEEVE AND LINK-SEAL@ 2"x2" CONT. BLOCKOUT AROUND PERIMETER CONSISTANCY OF STIFF MORTAR VIBRATE TO A. DEPTH OF AT LEAST 1/2 THE POUR HEIGHT. FOUNDATION WALL EW TOP & BOTT BY E.J. PRESCOTT OR APPROVED OF DIP TANK TO RECIEVE 2" ALUMINUM ALL GROUTING OPERATIONS REQUIRE FULL TIME INSPECTION BY A QUALIFIED TESTING AGENCY. CPO EQUAL. TYPICAL ALL TANK WALL PLANK GRATING BY OHIO GRATINGS, INC. (3)#5's CONT. PENETRATIONS. FOR LOCATIONS, SIZE, OR APPROVED EQUAL. FOR ADDITIONAL MASONRY WORK SHALL BE IN ACCORDANCE WITHACI 318 AND ACI 530, BUILDING CODE 6"1 8" 1 6"1 NOTE: CONSTRUCT TANK BEFORE BUILDING FOUNDATIONS. 10-4 INFORMATION SEE ARCH AND MECH DRAWINGS. 1' AND INVERT ELEVATIONS OF ADD'L REQUIREMENTS FOR MASONRY STRUCTURES. BLOCK: ASTM C90, TYPE 1, GRADE N-1 MORTAR: _8" THE CONTRACTOR HAS THE OPTION OF HAVING THE PIPING SEE ARCH., ELEC., MECH., ASTM C270, TYPE M OR S. TANKS MADE OF PRECAST CONSTRUCTION. THE DESIGN AND AND PLUMBING DRAWINGS. FABRICATION OF THE TANK ARE THE SOLE RESPONSIBILITY OF THE C NTRACTOR. NOTE: BEARING STRATA SHALL BE MEDIUM TO DENSE INSITU TYPICAL 8 MASONRY WALL SECTION GRANULAR MATERIAL OR COMPACTED GRAVEL FILL. NOTES: CATION OF MASONRY OPENINGS SEE ARCH DRAWINGS. SECTION ( 4'� FOR SIZE AND LO SECTION ('l SECTION FOR LOCATION AND DIMENSIONS OF INTERIOR NON-LOAD BEARING CMU SCALE: X"=V-09 SCALE: Y2"=l'—O' WALLS SEE ARCH DRAWINGS. FOR LOCATIONS OF DRAINS, BLOCKOUTS, DEPRESSIONS AND EMBEDDED ITEMS SEE ARCH, ELECT, AND MECH. DRAWINGS. FOR GUARD RAIL DETAILS SEE ARCH DRAWINGS. F-4 <4 00 FOUNDATION AND SLAB PLAN 1/400 10-00' 8" CMU WALL. GRADE (VARIES) SEE SECTION 1 THIS DWG. I I i7'77-1 I!�M E . ..... 10 20-0" EL 65'-0" #4's @18" MAX 3/4- CHAMFER, 1:7 TYPICAL ROUGHEN SURFACE OF SLAB #7's VERT 0 32"oc 6" CONIC SLAB. SEE 0-� ALL AROUND (TYP) PLAN FOR REINF &. EL. r7l_ 1 1/2 CL TREAT AS CONSTRUCTION JOINT 00 z 7t.% . . � 11 0-4 PADS OVER 12" HIGH #4012" TOW EL 64-4" CTR PADS UP TO 12" HIGH 8" CONCRETE---_�� ELEV VARIES. SEE PLAN FOUNDATION WALL < 'T0 5s 012 EW CTR---___� . ....... COMPACTED COARSE &-4 ...... GRAINED SOIL 6" SLAB w/ F- -...:F I E-4 #4's @ 12" EW CTR RIGID INSULATION #4 TIES @12" oc MAX 0­4 NOTES: 1.) SEE ARCH, MECH, PLUMB & ELECT DRAWINGS FOR 6-#5s CONT. 21-6" 8" SIZE, LOCATION & ELEV WHEN NOT SHOWN ON PLAN. 5's x3'-2" S-8 # @12" TOP NOTE: FOR INFORMATION NOT SHOWN HERE 2.) ANCHOR BOLTS, WHERE REQ'D, SHALL BE SIZED AND LOCATED ACCORDING TO MANUFACTURER'S REQUIREMENTS. SEE SECTION 3 ON THIS DRAWING. u NOTE: BEARING STRATA SHALL BE MEDIUM TO DENSE INSITU TYPICAL SLAB AT DOORWAY DETAIL TYPICAL EQUIPMENT PAD DETAIL GRANULAR MATERIAL OR COMPACTED GRAVEL FILL. S E C TI 0 N SECTION K_6� SECTION SCALE: X"=l'-O' SCALE: 1 2-t6 ADDL. #6 EF (TYP.) C ONCRETE FOUNDATION WALL 40-01f 71 F) SEE PLAN & SECTIONS FOR SIZES AND REINFORCING. REVISIONS 21 BLOCKOUT 3t-8" HORIZONTAL WALL CORNER BARS '0 24 TYP. 2 MATCH H 00 REINFORCMENT za REINFORCING 291 IORIZ. CNN 2 SPREAD WALL DOWELS HORIZ REINF. FOR REINF. SEE AND REINFORCING 4 SEE kCTIONS 12 TYPICAL FOUNDATION AROUND OPENING (TYP'.) 5 WALL SECTION TYP. WALL FOOTING NOTE: SEE FOUNDATION PLAN FOR LOCATIONS SHOWN "S" NOTE: SEE ARCH, MECH, PLUMBING, & ELECT DWGS FOR SIZE & LOCATION alum wt mm TYPICAL CORNER REINF. TYPICAL STEPPED FOOTING PERIMETER WALL UTILITY BLOCKOUTS SAW altAmb m1m maum 0~02 9CAM AS NO= CONCRETE FOUNDATION WALL womm 040 1'_0" TYP. SEE PLAN & SECTIONS FOR SIZES AND REINFORCING. ARCHnsers am 2-#6 - .0 MAX. WALL /'X D STIRRUPS OPENING ,x 61 UP TO 4'-0" 8" NONE 16" #3@8 49-019 TO 69-0" 24" #3@8 00 6'-Otl TO 81-os' SIZE AND NUMBER OF CORNER > -0" TO 1 o'-O" 32" #4016 BARS TO MATCH HORIZ. REINF. 8' MkINEW6 MAL 2-�6 HORIZONTAL WALL REINF. g" SEE SECTIONS gx.. M4 A.KENNE ALLEY Nor 27 6 5� TYPICAL REINF. AT WALL INTERSECTION CMU LINTEL SCHEDULE bn Iff GeS�l -------------- ---------- wk ADMIXTURE PRE-ENGINEERED WOOD CAST-IN-PLACE CONCRETE SIMPSON ANCHOR TRUSS 02'-o" oc USE WATER-REDUCING ADMIXTURE OR MID-RANGE MODEL NO.- HGA10 GENERAL WATER-REDUCING ADMIXTURE IN CONCRETE, AS REQUIRED, 24'-0" 1/2"0 ANCHOR BOLTS FOR PLACEMENT AND WORKABILITY. USE AIR-ENTRAINING @4'-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 MANUFACTURER'S PRESCRIBED RATE TO RESULT IN CONCRETE SEE ARCH, MECH, CIVIL, AND ELECT. DRAWINGS FOR MISCELL I ANEOUS RECOMMENDATIONS. USE ADMIXTURES FOR WATER REDUCTION AT POINT OF PLACEMENT HAVING TOTAL AIR CONTENT WITH A CONCRETE. TOLERANCE OF PLUS OR MINUS 1-1/2 PERCENT, OF ACI 8" CMU WALL BELOW 8" CMU WALL SUBMITTALS X �l_22S A/XK /A`IS\, /X\l COMPLIANCE WITH MANUFACTURER SECTION 1 THIS DWG. SHOP DRAWINGS FOR DETAILING, FABRICATING, BENDING, AND PLACING -2x8 SILL PLATE 2 CONCRETE REINFORCEMENT SHALL COMPLY WITH ACI 315 "MANUAL OF CONCRETE MIXIN (FOR ADDITIONAL INFO STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE SEE ARCH) STRUCTURES". READY-MIXED CONCRETE: COMPLY WITH REQUIREMENTS OF v I PRE-ENGINEERED WOOD TRUSSES1 QUALITY ASSURANCE A. oc. FORM 8 CMU WALL BELOW 2-2x8 SILL PLATE CODES AND STANDARDS: COMPLY WITH PROVISIONS OF THE SEE DWG G.S-1 AND FOLLOWING CODES, SPECIFICATIONS AND STANDARDS, EXCEPT WHERE x CHAMFER EXPOSED CORNERS AND EDGES, USING WOOD OR SECTION 3 THIS DWG. MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED: METAL CHAMFER STRIPS FABRICATED TO PRODUCE UNIFORM SMOOTH LINES AND TIGHT EDGE JOINTS. -SPECIFICATIONS FOR AMERICAN CONCRETE INSTITUTE (ACI) 301, A, PLACING REINFORCEMENT STRUCTURAL CONCRETE FOR BUILDINGS." 8 E Z o :r3o) -U,) o > DOOR OPENING BELOW ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED COMPLY WITH THE CONCRETE REINFORCING STEEL INSTITUTE'S POP-r, 0 .3 SECTION ('l < TYP CONCRETE." RECOMMENDED PRACTICE FOR "PLACING REINFORCING BARS," :F I C-4 FOR DETAILS AND METHODS OF REINFORCEMENT PLACEMENT < <0 ro- > S 2 SCALE: 1"=l'_o' r -r- "MANUAL OF AND SUPPORTS AND AS SPECIFIED. CLEAN REINFORCEMENT 0 CONCRETE REINFORCING STEEL INSTITUTE (CRSI) 5, 0 RIDGE STANDARD PRACTICE." OF LOOSE RUST AND MILL SCALE, EARTH, ICE, AND OTHER Cc: co MATERIALS THAT REDUCE OR DESTROY BOND WITH CONCRETE. 2 0 oE MATERIALS AND INSTALLED WORK MAY REQUIRE TESTING AT ANY TIME PLACE REINFORCEMENT TO MAINTAIN MINIMUM COVERAGES AS -2 -W rn DURING PROGRESS OF WORK. cn.T , �: c 0 o m I- JOINTS BLOCK UP AFTER BEAM IS PERIMETER INSULATION POSITIONED. PRE-MANUFACTURED CUPOLA S8x23 STIFF PLATE ES POLYSTYRENE BOARD, ASTM 578 TYPE IV, 10 PSI COMPRESSIVE CONSTRUCTION JOINTS: LOCATE. AND INSTALL CONSTRUCTION (SEE ARCH) JOINTS SO THEY DO NOT IMPAIR STRENGTH OR APPEARANCE STRENGTH, 2 1/2% MAXIMUM WATER ABSORPTION. -1/2 S8x23 HOIST BEAM BELOW OF THE STRUCTURE. PROVIDE KEYWAYS AT LEAST 1 TOP OF MASONRY REINFORCIN INCHES DEEP IN CONSTRUCTION JOINTS IN WALLS AND S AND BETWEEN WALLS AND FOOTINGS. EL +76'-8" REINFORCING BARS: ASTM A615 GRADE 60, DEFORMED. ISOLATION JOINTS IN SLABS-ON-GRADE: CONSTRUCT -x� EQUAL IT SUPPORTS FOR REINFORCEMENT: BOLSTERS, CHAIRS, AND OTHER ISOLATION JOINTS IN SLABS-ON-GRADE AT POINTS OF DEVICES FOR SPACING, SUPPORTING, AND FASTENING REINFORCING CONTACT BETWEEN SLABS-ON-GRADE AND VERTICAL SURFACES OF FOUNDATION WALLS. 2 BARS IN PLACE. < i's CL , S-2) ALL JOINTS IN TANKS SHALL HAVE WATERSTOPS. CL Y290 CL CONCRETE MATERIAL BEARING PLATE CONCRETE PLACEMEN x - / \41 X/ Y2"x3"xO'-8" PORTLAND CEMENT: ASTM C150, TYPE I OR TYPE 11. A\ ON NON-SHRINK GROUT NORMAL-WEIGHT AGGREGATES: ASTM C33 COMPLY WITH ACI 304, "GUIDE FOR MEASURING, MIXING, EL +75'-4' TRANSPORTING, N CONCRETE." 7 WATER: POTABLE. S-2 COLD-WEATHER PLACEMENT: COMPLY WITH PROVISIONS OF 2-#6's CONT 'ADMIXTURES, GENERAL: PROVIDE CONCRETE ADMIXTURES THAT ACI 306. CONTAIN NOT MORE THAN 0.1 PERCENT CHLORIDE IONS. x t l/ HOT-WEATHER PLACEMENT: WHEN HOT WEATHER AIR-ENTRAINING ADMIXTURE: ASTM C260, CERTIFIED BY CONDITIONS EXIST THAT WOULD IMPARE QUALITY. AND NOTE: SEE MECH AND ARCH DRAWINGS FOR MANUFACTURER TO BE COMPATIBLE WITH OTHER REQUIRED STRENGTH OF CONCRETE, PLACE CONCRETE COMPLYING WITH LOCATION AND SIZE OF ROOF PENETRATIONS. ADMIXTURES. ADD AIR ENTRAINING AGENT TO CONCRETE AS REQUIRED ACI 305. BOND BM 4'-0" LG ------' IN ACI 301, TABLE 3.4.1 FOR ALL CONCRETE EXPOSED TO WEATHER. ROOF FRAMING PLAN CTRD UNDER BEAM FINISHING FORMED SURFACE 1/49' 1$-0" 8" CMU WALL WATER-REDUCING ADMIXTURE: ASTM C494, TYPE A. SMOOTH-FORMED FINISHED: PROVIDE A SMOOTH-FORM FINISH N 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 CONCRETE, SUCH AS WATERPROOFING, DAMPROOFING, VENEER PLASTER, PAINTING, OR ANOTHER SIMILAR SYSTEM. THIS IS 2-Y4"0 ANCHOR BOLTS FILL 3 CURING, SEALING AND HARDENING COMPOUND: FOR STEEL AN AS-CAST CONCRETE SURFACE OBTAINED WITH SELECTED COURSES OF CMU CELLS w/ TROWELED SLABS, INTERIOR OR EXTERIOR APPLICATION, EXPOSED NON-SHRINK GROUT 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 UNLESS OTHERWISE NOTED. PROJECTIONS COMPLETLY REMOVED AND SMOOTHED. 00 SECTION C-4 MONOLITHIC SLAB FINISHE ��- 2 NON-SHRINK CEMENTITIOUS GROUT: FOR STRUCTURAL GROUTING OF COLUMN BASE. SLAB ON GRADE SEMI-RIGID EPDXY JOINT FILLER. SHORE HARDNESS A80, D50. SCRATCH FINISH: APPLY SCRATCH FINISH TO MONOLITHIC SLAB SURFACES TO RECEIVE CONCRETE FLOOR TOPPING OR PROPORTIONING AND DESIGNING MIXES MORTAR SE17ING BEDS FOR TILE, PORTLAND CEMENT TERRAZZO, AND OTHER BONDED APPLIED CEMENTITIOUS PROVIDE SOLID WOOD H PROPOSED MIX FOR EACH FINISH FLOORING MATERIAL. BLOCKING w/ 1/2"0 SUBMIT WRITTEN REPORTS FOR EAC ANCHOR BOLTS 0 4'-0" o.c. 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 1.5 x SNOW 37.5 PSF 4000 PSI, AIR-ENTRAINED, CONCRETE FOR GENERAL USE. AS SPECIFIED. LIVE LOAD CASE 3: SLUMP LIMITS: PROPORTION AND DESIGN MIXES TO RESULT IN TROWEL FINISH: APPLY A TROWEL FINISH TO MONOLITHIC 1.5 x SNOW 37.5 PSF CONCRETE SLUMP AT POINT OF PLACEMENT OF NOT LESS THAN 1 �SLAB SURFACES EXPOSED TO VIEW AND SLAB SURFACES TO BE COVERED WITH RESILIENT FLOORING, CERAMIC OR QUARRY LIVE LOAD CASE 2: 1 1 1 1 1 1 1 1 1 INCH AND NOT MORE THAN 3 INCHES. BOTT CHORD OF TRUSS NOTCH CMU WALL AS REQ'D TILE, PAINT OR ANOTHER THIN FILM-FINISH COATING SYSTEM. SNOW 25 PSF FOR CONT. BOTT CHORD. BEYOND. 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 EL = +76'-1 1"± USING A POWER-DRIVEN TROWEL. BEGIN FINAL TROWELING WHEN SURFACE PRODUCES A RINGING SOUND AS TROWEL IS VERT. WALL REINF. SEE DWG. G.S-1 MOVED OVER SURFACE. CONSOLIDATE CONCRETE SURFACE CONT. BOND BEAM w/ 2-#6's CONT. BY FINAL HAND-TROWELING OPERATION, FREE OF TROWEL MARKS., UNIFORM IN TEXTURE AND APPEARANCE, AND FINISH 8" CM v rAll 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 SECTION COVERING SYSTEM. NONSLIP BROOM FINISH: APPLY A NONSLIP BROOM FINISH J-2 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 PROTECTIO CURE CONCRETE IN ACCORDANCE WITH ACI 301 AND AS THE TRUSS MANUFACTURER SHALL BE RESPONSIBLE OTHERWISE SPECIFIED. FOR THE DESIGN OF THE TRUSS AND SHALL SUPPLY STAMPED DRAWINGS FOR RECORD. CONCRETE SURFACE REPAIRS PATCHING DEFECTIVE AREAS: REPAIR AND PATCH DEFECTIVE 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 TRUSS LOAD DIAGRAM SIEVE, USING ONLY ENOUGH WATER AS REQUIRED FOR REVISIONS HANDLING AND PLACING. CUT OUT HONEYCOMBS, POCKETS, R 1/4 INCH IN ANY DIMENSION, AND HOLES LEFT VOIDS OVE BY TIE RODS AND BOLTS DOWN TO SOLID CONCRETE, BUT IN 2 NO CASE TO A DEPTH LESS THAN 1 INCH. MAKE EDGES OF CUTS PERPENDICULAR TO THE SURFACE. THOROUGHLY,, 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. DRAW Wo Nm COMPACT MORTAR IN PLACE AND STRIKE-OFF SLIGHTLY HIGHER THAN SURROUNDING SURFACE. CHIMCM Wo KA CAU DPAM 0~02 DA-M IIIIIIIIIIJIM 0~02 8CAM As wm ARCHITSCM jtpk.........A 4 A#4 A.KE N N ALL— NO'.277 1 OHM %-A till as ---------- - PLUMBING NOTES LEGEND SYMBOL AB OREV. DESCRIPTION 1. THE WORK COVERED BY THIS CONTRACT SHALL INCLUDE, UNLESS 12. PIPING SPECIFIED OTHERWISE, THE STAGINOING ANDOF ALL MATERIALS AND EQUIPMENT, (A) SANITARY SYSTEMS A4 S/W SANITARY SOIL AND/OR WASTE PIPE TOOLS, RIGGING, MS PIPING BELOW THE SLAB SHALL BE COATED, PERFORMANCE OF ALL OPERATIONS NECESSARY FOR PROPER AND SERVICE WEIGHT,FIXTURE SCHEDULERUBBER CAST IRON PIPE WITH HUB JOINTS HAVING SSW SANITARY SOIL AND/OR WASTE PIPE ( BURIED COMPLETE EXECUTION OF THE WORK IN ACCORDANCE WITH THIS RESILIENT RUBB GASKETS. PIPING ABOVE GROUND SHALL BE DRAWING, SUBJECT TO THE TERMS AND CONDITIONS OF THIS OF SERVICE-WEIGHT CAST IRON PIPE WITH MASSACHUSETTS —— V. VENT PIPE - CONTRACT. NCHES (2") AND SMALL R, MAY BE TYPE PPROVED "NO--HUB" FITTINGS. N PIPING ABOVE GRADE, TWO —- "M" COPPER TUBING FIXTURE S./W. V. C.W. H.W. DESCRIPTION 2. ALL WORK SHALL BE INSTALLED IN A FIRST-CLASS MANNER CONSISTENT WITH SWEATED JOINTS OR SCHEDULE 40 GALVANIZED STEEL PIPE == == V. VENT PIPE ( BURIED ) WITH THE BEST CURRENT PRACTICES. ITEMS NOT SHOWN ON THIS WITH THREADED JOINTS. ' DRAWING, BUT WHICH ARE NECESSARY TO MAKE A COMPLETE PLUMBING C.W. COLD WATER PIPE SYSTEM INSTALLATION, SHALL BE FURNISHED AND INSTALLED AS PART (B) ALL DOMESTIC WATER PIPING ABOVE THE SLAB SHALL BE TYPE WATER CLOSET= KOHLER MODEL No. K-3427U FLOOR-MOUNTED, TANK TYPE OF THE WORK UNDER THIS CONTRACT. ALL LAYOUTS ARE DIAGRAMMATIC "L" HARD DRAWN COPPER TUBING. TUBING AND FITTINGS SHALL - H.W. HOT WATER PIPE P1 4 2 1/2' - VITREOUS CHINA WATER CLOSET WITH ELONGATED BOWL AND INSULATED AND FINAL ARRANGEMENT SHALL SUIT FIELD CONDITIONS. BE JOINED WITH LEAD-FREE SOLDER AND A NON-CORROSIVE FLUX. TANK. UNIT TO HAVE MODEL K-4666-C SOLID PLASTIC SEAT WATER PIPING BELOW THE SLAB SHALL BE TYPE K SOFT TEMPER WITH COVER AND K-7637 ANGLE STOPS. 3. ALL WORK SHALL BE INSTALLED,, IN CONFORMANCE TO THE GOVERNING COPPER TUBING WITH COMPRESSION FITTINGS. G G GAS PIPE CODES, REGULATIONS AND ORDINANCES. THESE REQUIREMENTS ARE LAVATORY -KOH LER MODEL K-12634 "MORNINGSIDE" VITREOUS CHINA, CONCEALED MINIMUM CRITERIA AND NO REDUCTIONS IN STANDARDS CALLED FOR ON (C) GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE, CONFORMING O-- UP PIPING RISE OR UP P-2 200 2" 1/2 1/2 ARM CARRIER LAV ATORY AND PROVIDE CHICAGO 785-665 SELF-CLOSING, METERING THE DRAWING, PERMITTED BY CODE, WILL BE ALLOWED. OBTAIN AND WITH ASTM STANDARD A.53-F. FAUCET WITH CHROME-PLATED ANGLE STOPS/SUPPLIES AND OFFSET DRAIN W/P-TRAP PAY FOR ALL INSPECTIONS, LICENSES, PERMITS AND APPROVALS = C DP/DN PIPING DROP OR DOWN INSULATE SUPPLIES & WASTE W/ HANDI-LAV-GUARD MODEL #102. REQUIRED BY GOVERNING AUTHORITIES AND INSTALL ALL WORK IN 13. VALVES EMERGENCY EYE WASH/TEMPERING VALVE - ENCON MODEL 01035402 W/ MODEL COMPLIANCE THEREOF. PIPING TEE LOOKING DOWN p - - 3/4" 3/4" 01052382 TREADLE KIT AND LAWLER MODEL 911 E/F-84908 - PROVIDE CHECK (A) SHUT-OFF VALVES IN INTERIOR DOMESTIC WATER SYSTEMS SHALL VALVES & SHUT-OFF VALVES IN HOT & COLD WATER SUPPLIES. 4. ALL MATERIALS AND WORKMANSHIP SHALL CARRY THE STANDARD BE PROVIDED ON CONNECTIONS TO EACH GROUP OF FIXTURES AND F.C.O. FLUSH FLOOR CLEANOUT 4023 J.R. SMITH FIG. 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. 1. THE COLOR OF ALL FIXTURES ,IS TO BE WHITE. TO DEFECTIVE MATERIALS, EQUIPMENT, OR WORKMANSHIP WHICH MAY G.C.O. GROUND CLEANOUT 2. .P_2 FIXTURE TO HAVE SYMMONS NO. 4-10 MIXING VALVE ON HOT WATER SUPPLY (SET AT 110') DEVELOP WITHIN THAT PERIOD SHALL BE MADE GOOD, FORTHWITH, BY (8) GAS VALVES SHALL BE FURNISHED AND INSTALLED AT CONNECTIONS AND AT THE EXPENSE OF THE PLUMBING CONTRACTOR, INCLUDING ANY TO EACH APPLIANCE AND AT EACH RISER.: GAS COCKS SHALL BE 0-1 D.C.O. DANDY CLEANOUT DAMAGE DONE TO AREAS, MATERIALS, AND OTHER SYSTEMS RESULTING BRASS BODY TEE-HANDLE TYPE WITH BOSTON KEY. FROM THIS FAILURE. SHUT—OFF VALV E (APOLLO SERIES 70-200) 5. THE PLUMBI R NG CONTRACTOR SHALL CONFER WITH ALL OTHER 14. HANGERS S.&W. STOP AND WASTE VALVE (APOLLO 95-204-01) zS&W CONTRACTORS AS TO THE LOCATION OF THEIR WORK BEFORE BEGINNING (A) VERTICAL PIPE SHALL 'BE SUPPORTED BY SPLIT-RING TYPE 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, GAS COCK TRADES. SCHEDULE (1) CAST IRON PIPE - 5'-0" AT HUBS FOR FIVE FOOT (5') �- P.T. P-TRAP DRAIN SCHEDULE 6. THIS C I ONTRACTOR SHALL STUDY ALL RELATED ARCHITECTURAL, LENGTHS; ONE (1) HANGER AT HUB AND ONE (1) AT MID- SPECIIFICSTRUCTUATIONS ELECTRICAL ALL OTHER UTILITY AVAILABLEWINFORMATION WELL PRIOR TO POINT FOR TEN FOOT (10') LENGTHS. ' -- - —�I H.B. HOSE BIBB (CHICAGO MODEL 998) SUBMITTING HIS BID DL LOCAL THE AND BIDDERS CODE SHALL ALSO FULLY INFORM (2) AND PER TUBING STEEL O.C. FOR 1-6/2" O.C. FOR 1-1/4" ( TYPE LOCATION MANUFACTURER FIG. NO. DESCRIPTION " 'AND LARGER. J.R. SMITH FIG. 5609�-QT) 7. THE PLUMBING-, W.H. WALL HYDRANT, » " W SEDIMENT BUCKET - DRAINS TO CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY 15. DOMESTIC WATER PIPING ABOVE THE SLAB SHALL BE INSULATED WITH FLOOR DRAIN SEE SCHEDULE - THIS DWG A ALL JR SMITH 2330 HAVE TRAP PRIMER CONNECTION LOCATIONS FOR CONNECTIONS TO SERVICES. ANY CONFLICTS BETWEEN " ( ) HEAVY-DENSITY FIBERGLASS INSULATION, ONE INCH (1 ) THICK, WITH THE DRAWINGS AND FIELD CONDITIONS SHALL BE BROUGHT TO THE A VAPOR BARRIER JACKET HAVING A SELF-SEALING LAP. ALL WATER ATTENTION OF THE ARCHITECT BEFORE THIS CONTRACTOR SUBMITS HIS PIPING BELOW THE SLAB SHALL BE COVERED WITH 1/2" THICK, CLOSED TRAP PRIMER (PRECISION PLB'G - OREGON NO. 1) - PRICE FOR THE WORK. CELL NEOPRENE INSULATION. TPW T.P.W. TRAP PRIMER WATER PIPE 8. SUBMIT SHOP DRAWINGS S OF A L EQUIPMENT AND MATERIALS TO BE INCORPORATED IN WORK.K. CONTRACTOR SHALL ASSUME ALL 16. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL BE FURNISHED AND COSTS FOR ANY ADDITIONAL CORRECTIONS SUPPORTS OR CONSTRUCTION INSTALLED COMPLETE WITH ALL SUPPORTS, TRAPS, CONNECTIONS, W.&T. WASTE & TRAP REQUIRED FOR MATERIALS WHICH ARE SUBSTITUTED FOR THOSE SPECIFIED. FITTINGS, AND ANY INCIDENTALS REQUIRED TO MAKE A COMPLETE INSTALLATION. T.R. VENT THRU ROOF 9. ALL MATERIA LS, PIPING, FITTINGS, FIXTURES, ETC. SHALL'BE V 17. ALL PLUMBING SYSTEM WORK SHALL BE TESTED AS DIRECTED BY THE INV. INVERT PROPERLY PROTECTED TO PREVENT OBSTRUCTIONS AND/OR DAMAGE. LOCAL PLUMBING INSPECTOR AND ALL DEFECTS SHALL BE REPAIRED TO HIS SATISFACTION AT NO COST TO THE OWNER. RELIEF BVALVE SS. SHUT—OFF VALVE TYPICAL 10. CUTTING AN P.C. PLUMBING CONTRACTOR (TYPICAL) I� PATCHING OF MASONRY; CONCRETE, OR OTHER PARTS OF THE STRUCTURE SHALL BE PERFORMED BY THE GENERAL CONTRACTOR. ul CONTRACTOR G.C. GENERAL VACUUM RELIEF FULL SIZE NON-FERROUS 3 4" C.W. SUPPLY INSTALLED THE GENERAL FURNISHED BY THIS CONTACTOR AND 11. ACCESS PANELS LS SHALL BE FUR E.C. ELECTRICAL CONTRACTOR DISCHARGE PIPE I / CONTRACTOR. 3/4" H.W. SUPPLY TO FIXTURES O H.V.A.C. HEATING, VENTILATING AND AIR CONDITIONING CONTRACTOR ALL W AIR GAP FITTING TO BE A.F.F. ABOVE FINISHED FLOOR F GU 39TO 50 J.R. SMITH UNION (TYPICAL) T.W. TEMPERED WATER DRAIN VALVE ELECTRIC HOT B E HEATERHUBBEL�EU40 4" HIGH DRAIN PAN A.F.G. A V OVE FINISHED GRAD 4.5 KW, 480 V., 1 PHASE PLATFORM O C.F.H. CUBIC FEET PER HOUR OVER TOILET ROOM PROVIDE PIPE SUPPORTS FOR GAS LINE AS DETAILED N THIS DRAWING AT INTERVALS 50 Lit EXTEND PIPE DOWN COORDINATE LOCATION OF TO 6 A.F.F. PIPING WITH MAKE-UP AIR Q+ UNIT BY H&V CONT'R u 2'V-DN ELEC . HOT WATER HEATER DETAIL " ao 4"V-DN TO NMAKE-UP AIR 1.1/2"W&T TO 1/2"CW-DROP DROP 4"GAS IN CONNECT �► UNIT ABOVE TOIL 2'1N DN & 2'V F.D."A" BUILDING AND 4" VALVED GAS TO NOT TO SCALE ROOM (125 CFH) 1/2"CW-DP 4"S-DN RUNOUT AT 8" EMERGENCY GENERATOR ABOVE GRADE TO OTHERS)4" TANK VENT GENERATOR 4" �BY 2200 CFH) �� 10'-0" " �G ELEC. H.W. HEATER ON a \ 4 F D."AIP I F.C.O. PLATFORM ABOVE " BY G.C. BY P.C. I I 4 �4 TOILET ROOM - SEE 1 THICK PRES " DETAIL THIS DWG. 19 GAS PIPE SURE TREATED THREADED ROD 4"W&T I 3/4"HW—DP � - 4 (�j1.2 WOODSTRIP BETWEEN PIPE (TYPICAL) o II p 3/4 CW-DP I f �� —� 0 lot GALVANIZED STEEL & BLOCK 4"V-UP II 4'V-WWP r— I2 ( 0 ADJUSTABLE CLEVIS TO 4'V.T.R. 3 TO 4'V.T.R. V ch II FIELD VERIFY �. BLOCK W/SECURE TO HANGER 1.4 l - GALVANIZED BLOWER ROOM °� I -2 4" I_ LA DISTANCE F.D. I SCREWS PIPE I l Q 1"2 I2'V2-DN-DP " 6"X6"X6" PRESSURE TREATED — 3/4" �1%.1 TPPW- " r �3 TRAP PRIMER WITH 4 PROTECTION — 3/4"GAS TO ^ G G I PIPE AND FOUR DISTRIBUTION(4) /2'TPW WOOD BLOCK (75 C FHT)R / �TV—DN " I DOWN TO FLOOR DRAINS 4< BOARD GRADE `/ 1/ 4 " ROOM PROVIDE 12 LONG SHIELD FOR � / PROCESS ,� ALL PIPES AND ALL SHIELDS TO `� 4 I 4 NOTE: BE 16 GA. GALVANIZED STEEL FIBERGLASS INSULATION FINISH FLOOR " F D "A' O SUPPORTS SHALL BEPROVIDED ON EXTERIOR GENERATOR GAS PIPING PER SPECIFICATIONOR I, AT 5'-0" INTERVALS & AT EACH TAKE-OFF OR CHANGE IN DIRECTION. ELEVATION 65.00' 1_1/4" 2'V-DN t� INV. 62.00' 400 EMERGENCY GAS " SHUT-OFF VALVE GAS METER & GAS GAS PIPING SUPPORT DETAIL PIPE HANGER DETAIL I 4 SERVICE - LOCAL � s 1 F.C. GAS CO. - P.C. TO -- NOT TO SCALE CONNECT 4"LINES " d T CO-ORDINATE ( COST TO EQUALIZATION ( L 4 I TO BE BACKCHARGED NOT TO SCALE TANK 3 " 4NK " \ G.C.O. TO OWNER. ) / r (TOTAL LOAD 2400 C.F.H.) T „ IF MEM R 4NE p NON-FREEZE u} a ` GI BAR TANK WALL HYDRANT " MOUNT 24"A.F.G. 1 O -0 .- 3/4 -DROP BY G.C. BY P.C. 4" "VISIONS WATER METER & RPBP I IMISWIiD OM/02 SEE DETAIL THIS DWG } 1-1/4- WATER SERVIC 1-1/4" ci o 0 s I TO A. .F. (BY G.C.) 3 a Q 4 REDUCED PRESSURE BACKFLOW m TO FIXTURES & EQUIPMENT PREVENTER ASSEMBLY - 1-1/4" SIZE COMPLETE WITH GATE VALES & U 1-1/4" TEST COCKS- WATTS N0. 909 b SUPPORT ASSEMBLY W/L BRACKET m 1" WAITER METER TO BE I LAGGED TO WALL W/PIPE CLAMPS FURNISHED & INSTALLED BY P.C. DRAIN III NOR�'I"� FINISHED GRADE J.R. SMITH 4258 CLEANOUT METER TO CONFORM TO ALL LOCAL REQUIREMENTS I CHE�DIM JET HOUSING W/TAPER THREAD DIAL PRESURE GAUGE CLEANOUT BODY-VANDAL I I 0' TO 150' W/ SNUBBER k PROOF SCREWS—WORD REDUCING UNION DATE DRAWN: OMI/02 ( TYPICAL > & STOP 1 FLOOR PLAN "CLEANOUT" IN COVER DATE ISSUED= minvm2 : 1/2" TEST VALVE ro SHUT=OFF VALVE SCALE= IA I-m " " = 1'-O" 0 24 x24" SQUARE CONCRETE + PAD ($ THICK) - (BY G.C.) ( TYt�ICAL ) 1-1/4 /� — SCALE; 1/4 JOdNUMBERS W4I3 BY P.C. ( AIR CAP FUNNEL j--'� CAST IRON RISER - BY G.C. _ HERSEY #65657 ARCHITECT'S SEAL 1 CU. FT. POURED CONCRETE CAULK 6" 1-1/4" FINISHED FLOOR, �?,U A SUPPORT - BY G.C. ( ) FULL SIZE VENT DRAIN 1�1/4 DOMESTIC e '.' `��'�- ��C WATER SERVICE— CAST IRON LONG SWEEP ( BY G.C.) CONCRETE PAD ( ) ND BY G.C. l MEER'8. , GROUND CLEANOUT DETAIL NOT NOT TO SCALE WATER METER DETAIL ty Z, WAYNE A. NOT TO SCALE o GRIFFITH No. 35519 00 EA SHEET NUNbER DIFFUSER, GRILLE & LOUVER SCHEDULE TYPE MANUFACTURER MODEL NO. MOUNTING SEC PANEL' RAGE FUNCTION REMARKS MAKE-UP AIR & UNIT HEATER SCHEDULE IZE » » ITEM AREA MANUFACTURER MODE INPUT. BTU CFM HP V LEGEND s TUTTLE & BAILEY A64 SIDEWALL 24 x18 26 x20 1000 SUPPLY N0. SERVED L NO. OUTPUT VOLTS PH HZ REMARKS 1 TUTTLE & BAILEY CRE-500 » » RETURN/ TREATMENT UST 80 3 60 FILING 18 x18 20 x20 2250 MUA-1 R�ZNOR SCE 1.125 125,000 S RETURN/ 7,500 1000 75 4 ROOM R TUTTLE & BAILEY CRE-500 C » » » RETURN/ TREATMENT .33 1 , FM FIELD MEASURE :FILING 12 x12 14 x14 925 UH-1 REZNOR SFT-�75 75,000 50,000 980 2p 1 60 z EXHAUST ROOM R TUTTLE & BAILEY CRE-500 CEILING 8"x8" 10"x1'0" 100 RETURN/ CR CEILING REGISTER .� 3 EXHAUST UST ` A RUSKIN ELF6375X 24 x24 — 1000 INTAKE WITH INSECT SCREEN1..—�� UNDERCUT DOOR (BY GEN'L. CONTR.) »WALL » 1 MOUNTED B WALL SUPPLY DUCT UP ,. 1 RUSKIN ELF6375X MOUNTED 36»x30 2360 INTAKE WITH INSECT SCREEN _7 7 RETURN DUCT UP I6x8 DUCTWORK (FIRST NO. DENOTES WIDTH) FAN SCHEDULE VD VOLUME DAMPER ITEM AREA NO. SERVED S•p 'T TEMPERATURE ADJUSTMENT CONTROL MANUFACTURER ''MODEL NO. CFM INCH RPM HP VOLTS PH HZ REMARKS , EF-1 BLOWER GREENHECK CUBE-200-3 2250 0.375 630 1/3 120 1 60 SEE NOTE SSC SOLID STATE CONTROL SWITCH BASEBOARD HEATER SCHEDULE ROOM TE #1 E° TREATMENT G.C. GENERAL CONTRACTOR NO b 1 60 SEE NOTE #1 ITEM SERVED MANUFACTURER MODEL . LENGTH HEATING BTUH PH HZ REMARKS ROOM 5 1040 1 4 12 AREA KW VOLTS F-2 GREENHECK CUBE-120-4 925 ©.37 A.F.F. ABOVE FINISHED FLOOR TOILET ROOM 100 0.125 860 1/8 12 SEE NOTES 1 & 2 TOILET E-3 GREENHECK CUE-95—C 0 1 60 # # BB-1 0—MARK CBD-2574 4'-0" 3413 1.0 277 1 60 ROOM OBD OPPOSED BLADE DAMPER NOTES: 1. PROVIDE DISCONNECTS ;AND GRAVITY BACKDRAFT DAMPERS WITH ALL EXHAUST FANS. 2. PROVIDE SOLID STATE CONTROLLER. u ��'�"'► 36" x 30" OUTDOOR 0 LOUVER AT 2'-0" AFF 1 CO—AXIAL WALL FLEXIBLE CONNECTOR (TYPICAL) H 360 36" x � » FLUE 2, 0 MOTOR » » 6" x 12" DUCT CFM EkATED DAMP 18 x18 A A LI PL4 » �;;, OP ER HVAC S P E C I .F I CAT I O N S DROP TO 12 A.F.F, Ni I 24" x 24" MOTOR 6 I OPERATED DAMPER 1. THE WORK COVERED BY THIS CONTRACT SHALL INCLUDE, UNLESS SPECIFIED OTHERWISE, THE FURNISHING OF ALL LABOR, EQUIPMENT, ✓" e TOOLS, :RIGGING, HOISTING, STAGING AND MATERIALS AND THE �._,,L 1 PERFORMANCE OF ALL OPERATIONS NECESSARY FOR PROPER AND /' 1000 COMPLETE EXECUTION OF THE WORK IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE DRAWINGS, SUBJECT TO THE TERMS AND 6" CIA. FLUES CFM Oki CONDITIONS OF THIS CONTRACT. \ / 2. ALL WORK SHALL BE INSTALLED IN A FIRST-CLASS MANNER' CONSISTENT E A V . WITH THE BEST CURRENT PRACTICES. ITEMS NOT SHOWN ON THIS ` BUT WHICH ARE NECESSARY TO MAKE A COMPLETE HVAC REVERSE ACTING L. y BB SYSTEM THERMOSTAT R 1 w DRAWING, INSTALLATION, SHALL BE CrURNfSHED AND INSTALLED A5 PART ♦J, OF THE 11VORK UNDER THIS CONTRACT. ALL LAYOUTS ARE DIAGRAMMATIC � ^� FIELD CONDITIONS. 00 R 100 �..� 3. ALL WORKe AND FINAL ARRANGEMENT SHALL SUIT SHALL BE INSTALLED IN CONFORMANCE TO THE 'GOVERNING CFM CODES 'REGULATIONS AND ORDINANCES. THESE REQUIREMENTSRE 2250 MINIMUM: CRITERIA AND NO REDUCTIONS IN STANDARDS CALLED FOR ON O O CFM THE WING, PERMITTED BY CODE, WILL BE ALLOWED. OBTAIN AND PAY FOR,ALL INSPECTIONS, LICENSES, PERMITS AND APPROVALS � � � S: T O REQUIRED BY GOVERNING AUTHORITIES AND INSTALL ALL WORK IN COMPLIANCE THEREOF. L ,�I T ALL SHALL CARRY THE STANDARD BLOWER ROOM 4 WARRANTY RIAGAINST ALLR DEFECTS FOR A PERIOD OF NOT LESS THAN ONE DUCT TO RUN � T x YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK. ANY FAULT DUE THRU TRUSSES °p / loco TO DEFECTIVE MATERIALS, EQUIPMENT, OR WORKMANSHIP WHICH MAY x 1 x A DEVELOP WITHIN THAT PERIOD SHALL BE MADE GOOD, FORTHWITH, BY AND AT ,THE EXPENSE OF THE HVAC CONTRACTOR, INCLUDING ANY o 18"x14" - M1A 0 DAMAGE DONE TO AREAS, MATERIALS, AND OTHER SYSTEMS RESULTING FROM THIS FAILURE. 5. THE HVAC CONTRACTOR SHALL CO, EF NFER WITH ALL OTHER ""� T �`' ' 3 CONTRACTORS AS TO THE LOCATION OF THEIR WORK BEFORE BEGINNING -- �' SYSTEM. HE SHALL INSTALL ALL WORK IN SUCH A MANNER AS TO AVOID INTERFERENCE WITH ALL OTHER 10" X 4" O THE INSTALLATION H HVA TRADES.,,, 1 1 k 1 6. THIS CONTRACTOR SHALL STUDY ALL RELATED ARCHITECTURAL, UH \ \ \ O STRUCTURAL, ELECTRICAL AND PLUMBING DRAWINGS, AS WELL AS THE 10 x10 EXHAUST DUCT RISE SPECIFICATIONS AND ALL OTHER AVAILABLE INFORMATION PRIOR TO EI "�` HAVING A 4" DEEP SUMP SUBMITTING HIS BID PRICE. THE BIDDERS SHALL ALSO FULLY INFORM MODE 1 MODE 2 O 2 & ALL WELDED JOINTS THEMSELVES OF ALL LOCAL AND STATE, CODE REQUIREMENTS. "' EF SWITCH W/HUMIDISTAT CO-AXIAL WALL FLUE 1 0 V 7. THE HVAC CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY PENETRATION AT AND OVERRIDE EXISTING,: CONDITIONS. ANY CONFLICTS BETWEEN THE DRAWINGS 10'-0" AFF N AND FIELD CONDITIONS SHALL BE `BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE THIS CONTRACTOR SUBMITS HIS PRICE x " » FOR THE WORK. DUCT TO RUN 20 x20 EXHAUST DUCT RISE 14"x14" EXHAUST DUCT RISE d THRU TRUSSES HAVING A 4" DEEP SUMP 8. SUBMIT'SHOP DRAWINGS OF ALL EQUIPMENT AND MATERIALS TO BE T' & ALL WELDED JOINTS INCORPORATED IN THE WORK, THIS CONTRACTOR SHALL ASSUME ALL HAVING A 4" DEEP SUMP COSTS FOR ANY ADDITIONAL CORRECTIONS, SUPPORTS OR CONSTRUCTION & ALL WELDED JOINTS REQUIRED FOR MATERIALS WHICH .ARE SUBSTITUTED FOR THOSE \ PROCESS ROOM SPECIFIED. F � 9. ALL HVAC EQUIPMENT SHALL BE PROPERLY PROTECTED TO 'PREVENT 2 - OBSTRUCTIONS AND/OR DAMAGE. 925 c1=M 10. CUTTING, AND PATCHING OF MASONRY, CONCRETE, OR OTHER PARTS OF THE STRU CTURE SHALL BE PERFORMED BY THE GENERAL CONTRACTOR. d 11. SHEETMETAL 41 A. ALLI SHEETMETAL WORK SHALL BE ERECTED IN A FIRST, CLASS AND "° a I MIS&ZO 01/b/m2 WORKMANLIKE MANNER IN ACCORDANCE WITH "SHEETMETAL CONSTRUCTION FOR,VENTILATING AND AIR CONDITIONING SYSTEMS" AS PUBLISHED BY ?,� [� 2 THE SHEETMETAL AND AIR CONDITIONING CONTRACTORS (NATIONAL ° `�AN< ASSOCIATION, INC. (SMACNA). "` o B. ALL" DUCTWORK SHALL BE BEST BLOOM GALVANIZED STEEL OF GAUGES 4 AS ,RECOMMENDED BY SMACNA. Q 5 12, PROVIDE A COMPLETE ELECTRIC TEMPERATURE CONTROL SYSTEM„TO b OPERATE ALL DAMPERS, FANS, UNIT HEATER, AND MAKE-Ufa AIR UNIT. 4 24" x 24" MOTOR I SYSTEMS, SHALL OPERATE AS FOLLOWS; - d 4 /—I OPERATED DAMPER A. TREATMENT ROOM - IN MODE ,#1 THE MAKE-UP AIR UNIT SHALL BE ° DRA24 DY= IUJA ENERGIZED AND BE ABLE TO SATISFY ITS RESPECTIVE THERMOSTAT. _ — — cHEC990 err= JEz. M MOSET DE, EF-2 SHALL IN THIS MODE EF-2 BE ENERGIZEDALL AND ALSO E OE AN DAMPER, IN DATE 171kA11�1: ml/2Vm2 AT THE WALL LOUVER, SHALL BE OPENED. HUMIDISTAT SHALL AUTOMATICALLY I y� I e OVERRIDE MANUAL CONTROL FOR MODE #2 OPERATION 4 �14,z B fR T,I N °4 DATE IEImIJED: OI/2i/¢Y1 MODE, #1 IS THE WINTER MODE. MODE #2 IS THE SUMMER MODE. ° Y 1000 scALts 1/4'*P-rap 4.4. ° a CFM B. THE UNIT HEATER SHALL OPERATE WITH IT'S RESPECTIVE THERMOSTAT ° d °..Q ,° a a ° d ` ° ,1pp rluMD�R: ee�tks (SET AT 50') -C. EXHAUST FAN EF-3 SHALL BE ENERGIZED WITH THE LIGHT SWITCH OF AI�C►dltEc a 6L THE TOILET ROOM. 24" x 24" OUTDOOR AIR D. EXHAUST FAN EF-1, WITH IT'S O.A. DAMPER, SHALL OPERATE ON A LOUVER AT 5'-0" AFF o REVERSE-ACTING THERMOSTAT TO BE ENERGIZED WHEN THE SPACE TEMPERATURE EXCEEDS 80', NORtN \` `. ZN Mass cy 9 PLAN WAYNE A.F 00R o GRIFFITH „ _ „ " No. 35519 v' SCALE: 1/2 1 _�A - All1 I 777- 00 U-) 0) 4 0 0 0) 00 z LLJ LL. 0 0 LL- C'4 0) 00 < 0) co ui CONN. VALVES F—,7 cu u (ki 'k TYPICAL. 2' PVC SLEEVES FOR fto�(u 0) 4.*cu d +1 0% PUMP CABLES & FLOAT CABLES SUPPLIED WITH 0 Irv) > (u PUMPS 17 M UNOD 0)Q#0 r-r- c L d;. 4b X 0 Lo 6 6-yc— L 0 cb GmL All/ c 0.2 X // 6 11 6#12 & 1#12G ti cu X f U. i� I - I' PVC TO ZCP TYP. WP GFI I , / 0 r's. Pv, 8#12 G �,S� 11 // / ., - SEE RISER I Ib/2S PV,/, OR 4D 'i I % / '*%,/ '', ZCP DIAGRAM LIAT T EE RISER F D/,/ZCP S (f ZENON CONTROL DIAGRAM PANEL LS-9, 11 TELE DENMW%RK Af 10 6#10 & b! TO ZCP & \\ 4-�,�l ./ ��ll ____ -%� % PLAN FOR SIZES 2#10 LS-7 L SEE SITE ELEC.. S-11 % 7j), le -1-4/2' PVC PAD WITH GENERATOR % SEE BUILDING PLANS s�� A iG J I-I' PVC W1 6#14 TO ATS SW. START WIRING �OO� 4_� 6#10 & 1#10G I-I' PVC TO ATS FOR s V PROVIDE 3 POLE DISC, J,/ FOR EACH PUMP AND TERMINAL I 1/2'C BATTERY CHARGER WIRING STRIP FOR FLOAT CONTROLS, 1 2 ply EEVE #10 & 1#10G LS-10, 12, 14 TO ZCP 11 4 PROVIDE WP DUPLEX GFI OR P MP ES uol A FOR BLOCK HEATER LS-7 8#14 & G� 2. 10 11 PVC SWIT I I C TO ZCP/ IPVC SLE R FLOATS FOR !FLOAT C B 1 1/2' PVC FO TO CP RECEPTACLE IN CABINET 2#10 & I#iOG CH FOR LIGHTS. 6#10 & J1#10G 1#12 iEv s'm�l-I ��8#14 & 1#12G 17 FURNISH AND INSTALL PRECAST 1 1/2, PVC 7� NE-15B & NE-10 FOR COVERS. TO ZCP FOR FLOATS VAULT PER COMM ELECTRIC STANDARD - ---------------- '.."t------------- f p .. I 12' X 8- �X 6' I ----- ------------------ % WP JB FOR SPLICES PRDVIDE TERM I NAL"BLq�KS WP JB 6'X6'X6' PVC G NO SPLICES .......... 00 2' PC SLEEVES FOR PROVIDE 3 POLE DISC. SW. FOR EACH PUMP AND TERMINAL PUMP -.ABLES & FLOAT STRIP FOR FLOAT CONTROLS. CABLE: SUPPLIED WITH PROVIDE WP DUPLEX GFI PUMPS RECEPTACLE IN CABINET & _H D, SWITCH FOR LIGHTS. , LA-AC 10 SEPTIC SYSTEM SITE PLAN HANG ON 1#8 WALL ABV. PANELS 3#6-l' T 4#1-1 112' 480V 30 TO ju 120/208V t z lu OL`SIDE ON PAD LOCATE IN" IN WP ENCLOSURE BLDG. REASION5 ENCLOSLRE TO BE WALK-IN TYPE W/ _TG. & RECEPTACLE IREISWED 01/25/02 BY Ut\:T MANUFACTURER 3#1 & 1#6 GND. 1-1/2'C. 225A 3P HS LS 2#10—/ 3#Ic 30A IP ATS LS-10. 12 7-20A IP 100A 3P CONTROL 4 PROVIDE FEED TO i 1-20A 2P MCB 'PANEL F-3 ALL SOLONOID 5 2-20A 3P 23-20A IP BY ZENON VALVES & CONTROLS. 1-50A 3P I 30A IP EE ZENON DWG. S CONN, LTG. & 1-100A 3P 6 SPACES 650007- 12-1P S. 0. -001, 002 & 003 RECE=TACLE E EF 2 277/480V DIRAWN BY- JTS 30 4W METER SOCKET CW15CKED 15Y. LAF TO BLDG STEEL, WATER PER UTILITY 2#10 LS-lL 277/480V L DATE DIRAMM SERV. & GROUND ROD 30 4W 1#4-3/4' BLOCK HEATER L 200A MCE DATE ISSUED: VS104101 7JAW PROVIDE 277/480V 120/208V M 6#14 CONTRO 304W 30 4W SCALE: No' 200A 3P W1 MANUAL 200A 3P 200A FUSES SN BYPASS LINEC. B 11 PVC Joe Numam. 504rx 600V RT PROVIDE WIRING AW"I EC M AS REQ.-FOR BATTERY CHARGER TO UTIL. 150KW 11 PVC 30 4W TRANSFORMER 277/480v G M 4#3/0 & 4# /0 10 1#6G-2 112' NAT. 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