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HomeMy WebLinkAbout0025 COMMUNICATION WAY - PLANS (3) •.rJ H ��•�A A 3 SPALDING TOUGIAS -ARCH l Eli 15 i w SrVk v : 112 IrwM th fteit va - '�1. Y . 02mo t, 617 5U 4522 tel 617 5" 1452 tax' rta-dnc.00a .9-sull r f4: w w d $r' INFINIUM SOFTWARE.'r �r HEADQUARTER'S Y 25 Communications Way -Ox) Hyannis, . MA 02601 { Y 508. 778-2000 CBI,lnc. Structural Enrineer 12 Farnsworth Street Boston. MA - 02210 617-350-8911 4 •sir f ADA Engineering. Inc. x Mechanical Electrical 271 Main Street, Stoneham. MA 02180 , 781-279-2800 , �� �y a EDC Civil Engineering� 30 Ted Iwne Southborough, MA 01772n 508-480-0225 x .. Sri.,. h d Ns. Dab �wli0a ftd ARC \QED D M'q,�VjA a ' A G s No 7996 T.w ,F.1a v BOSTON, MASS. v� FAITHof0 ADDITION', FIRST FLOI-OR 4 .f PLAN Date Y 8"k 1�"s1•-0" c M� N D!'awa by Ch"ked By sP 14 :. . .. `, :. -. .. 1. .... .. '. .,.... ,. ,. '. .�.. -„ ! : •: :, . w ST. A kY. 12 Farnsworth Street s Boston. MA 02210 k T 617 W.4822 tel 617 542,1432 tax r' sta-inaccm email , k �w r. INFINIUM SOFTWAR . ;',` { READQUARTERS ..� ` 25 -Communications ..Na MA Hyannis, . "-02601� 508-778--2000 CBI, Inc.-- .�irr��+tnr'1 Rrn�nws►r . , � �; ".�,, i BRICK PATTERN AND COLOR TO MATCH EXISTING NEW CANOPY AT EGRESS STAIR SEE SHEET A-52 NIC _ NIC NIG_^ NICA, NIG ZA EGRESS STAIR TO ASPHALT PAVINGNlc Nlc I I � oMEN, u m El F T- 1 17 1 F1 mmmmmw— -- — — N LM'E , No', A Drawing w. ALUM. INSULATED WINDOW CA . e k SYSTEM TO MATCH EXISTING I 4" BRICK VENEER TO 2ND FLR. ELEV MATCH EXISTING 891.211 NEW TERRACE OVER SAND BASE «. ADDITION O STAIR DETAIL REFER T R DE L .:_ — _ _ _:-:..._ __ : _� .. _ _ __ ___ _ - _ __. - - FLR ELEVATIONSIST — EE AND - w.:.4 . GRADEW4 N O- —--, ----------- ---OPE ------------=— EGRESS DOORWAY I. MASONRY wALL LOCKINCs UN.. I , G HED STONE SASE L.L. EV .ON . REFER LANDSCAPE PLAN bEL ] - FOR TERRACE DETAILS AND RETAINING WALL ..: h' .A.y,-amtl NTHISRASTEP `OOTIG prow . xa. .. a: ` : REFER ST UGT. DWGS •T naN-ori. aveia ALL EXPOSED GONG.Date • EDATION WALLS TO 'SE WEST ELEVATION W ADDITION -A 0 �i SEALED OR COATED WITH wATERPROOF�s. Dant ' : .. '. ... .. .T. . .. I v ... : {EV ice. IW7, a COL. COL. C PROVIDE WOOD BLOCKING AS REQUIRED AT PERIME -TER 'STEEL PLATE WELDED SEE ROOF-ING DETAIL SHEET PVC FULLY ADHERED "MEMBRANE METAL DE -CKIW_% FOR FULLY ADHERED PVC 3" 180 RIVID INSULATION AND -TO BLOCKING SUPPORT ROOFIWa MEMBRANE PREFINISHED METAL COPING METAL DECKING, TYf*. .311 POLYISO. RIGID INSULATION TO MATCH EXISTING CEILING SYSTEM �-FT.OJ. ur--Iuc=[T Uf— - 102 -611 -7, -AhROOF, T.O.J. 102, REFER TO STRUCT. DWS9. FOR, 31/2" BATT INSULATION. STEEL FRAMING AND DETAILS lu Lu SUSPENDED ACOUSTIC CEILING' AT V-0" AFF, TYP.'. WEEPS g 2'-0" O.C. WEEPS 2'-0" O.C. STEEL TUBE FRAMING AT WINDOWS, REFER TO STRLICT. I)LL&S. PROVIDE 5LOKIW3 SUSPENDED ACOUSTIC AS REQUIRED CEILING SYSTEM Ul 1/2" GW5 AT WINDOW OPENINGS HEAD JAMBS AND SILL ul WEEPS 2'-0" O.C. .6".20 GA METAL STUDS MASONRY TIES,. Coll BATT. INSULATION W/ 611 BATT. INSULATION. IV' O.C. VERTICALLY 5/8" GW5 AT EXTERIOR,,WALLS '� OL.4" REINF. CONIC. SLAB 4" CONIC. SLAB OVER 1 1/211 OVER 20 GA. STEEL DECK CN O 20 GA. METAL DECK SECOND FLOOR AhSECOND K_00R -Fee -211 c%4 BRICK MASONARY TO MATCH EXISTING 611 20 GAUGE METAL STUD BACK UP FRAMING tf0W/1/2" CONT. EXTERIOR SHTG.cA C4 WEEPS 2'-0" O.C. WEEPS 2'-0" O.C. Jo (.6 KAWNEER 300T ALUM. WINDOW SYSTEM TO MATCH EXISTING W _ oC14 INSULATED STEEL SECTIONAL DOOR WITH 20 GA. STEEL FACING (P O cA PROVIDE WATER TIGHT JOINT BETWEEN WE -0 WEEPS a 2111 O.C. FOUNDATION WALL AND CONIC. FLR. SLAB 0 2 EDGE OF DOCK LEVELER ATTACHED TO STEEL CHANNEL EMBEDDED INTO tu CONIC. REINFORCED CONIC. SLAB OVER METAL DECK. REFER TO STRUCTURAL DWGS. WEEPS g 2'-0" O.C. FIRST FLOOR Li Nel gLFIRST FL00R -. oll DOCK BUMPER TO EXTEND Iro BEYOND FACE OF WALL. REFER TO STRUCTURAL DWGS. --Lit FOR `STEEL FRAMING AND DETAILS ii j; POURED REINFORCED CONC. FOUNDATION WALL. SEE STRUCT. DWSS. GRADE VARIES, REFER TOIi SURFACE APPLIED WATERPROOFING SEALANT CIVIL ENGINEERING DLUGS.. ON ALL EXPOSED CONIC. FOUNDATION SURFACES SUSPENDED ACOUSTIC: CEILING ASPHALT PAVING ON PREPARED BASE. CUT AND BLEND INTO EXISTING PAVING < METAL STUD WALL WITH BATT INSULATION 46 5/8" GWB OVER METAL STUDS 4 (P DRAINAGE MAT OVER CONC, SLAB ON GRADE OVER WATERPROOFING MIL. VAPOR BARRIER AND COMPACTED CRUSHED ' STONE BASE. A--\LOWr=R LE At LOWER 'LEVEL PrAS-1 flCo"710t 11poWas Tougim Architeo* UL 1017 ■■ 1 1/4" DIA., 57D. MTL PIPE RAILS RETURN TO WALL PROVIDE COVER PLATE a END OF 5TR1 NGER, WELD AND GRIND SMOOTH CONC. LANDING REINF W/ bxb MM LINE OF WALL ANGLE STRUT TO COL. IN WALL CHANNEL HEADER CHANNEL HEADER W / COVER PLATE TYPICAL 5TAIR' DETAIL 2 SCALE: 1 1/2"=V-0" c"risd Tbugm.robtt.ob. bw IM ELEVATOR ELEV, T*'�F_ SCA LE: Lr . 1411 za IT F 1 11 GW5 I IF-- 2 LAYERS 1/211 Gwe FIRECODE C CORE I X z z x 2 LAYERS 1/2 GW5 FIRECODE C CORE JAM5 SCALE: 3" z 11-011 DOOR JAMB BY ELEV. MFG. GROUT SILL BY ELEV. MFG.cv SILL SUPPORT ANGLE WELD TO STEEL ANGLE SHAFT WALL CONST.- UL U436 2 LAYERS 1/2 11 Gwe - FIRECODE C CORE l" GW5 UNDER PANEL IMP. FIRECODE C SHAFT SIDE -STEEL ANGLE CONC. FCARPET -CONC. SLAB OVER METAL DECK ,\_TYf=IC:AL SILL SCALE: 1-1/2" = 11-011 METAL DECK BEYOND INPAS-1 oCo"Hot 9010mg Touom'Ar*bft"l% too. 1997 STEEL END CAP WEL AND GROUND SMOOZ P�l' LINE OF MASONRY EXTERIOR WALL STEEL CHANNEL,. BOLT TO TUBE STEEL SUPPORT 2 "x2" STEEL ANGL WELDED TO PAID ANGLES AND TO STEEL CHANNEL COMPRESSIBLE BACKER W/ SEAL BAGKERSEAL 8Y WITH SEALANT AT STRUGT. TUBE FADE OF MASONF FACE OF EXTERIC STEEL F WELD TC PLATE S. S. CLE WELD T.: 1/2" EXT. ANNELAT' MASONRY WALL SCALE: 3 =1 -m BAGiGERSEAL BY EMSEAL AND SEALANT AROUND TUBE STEEL MASONRY >R WALL --� 11411 i T; SE D1 ATE, FACE 0 ;YIS �. TO COL. SHTC�. FACEPLATE AT MASONRY WALL SCALE: • T ffio. 1"7 IMMl3-1 coP7rt �" �tohtleots. i CoDlrlSht 8paldlnt !o'cdW Arebttacts. mo. 30G7 • - SARNAFIL G4 f 0 MEMBRANE ADHERED ` A S RNAFIL C410 MEMBRANE, ADHERED ARNAF/ FLASHING T I - S L US NG S R P, HOT-AIR .WELDED - SARNAFIL FLASHING STRIP, NOT AIR WELDED FOAM ROD TUBING (COMPATIBI SA RNASTOP FASTENED 6 /N 0 C. CONTINUOUS METAL HOOK STRIP (MIN. 22 GAUGE) CONTINUOUS METAL HOOK STRIP (MIN. 22 GAUGE) —FOAM ROD TUBING (COM l P AT !BLE) SARNACLAD METAL FASTENED 4 IN. O.C., STAGGERED USING I -INCH SARNACLAD METAL FASTENED 4 IN. D.C., STAGGERED USING 1-INCH SARNASTOP FASTENED 6, IN. O.C. - GALVANIZED ANNULAR RING NAILS OR OTHER ACCEPTABLE FASTENER GALVANIZED ANNULAR RING NAILS OR OTHER ACCEPTABLE FASTENER NEW PRESUR£ TREATED WOOD NAILS NEW PRESURE TREATED WOOD NAILS SARNACLAD WATER DAM SARNACLAD WATER DAM SECURELY ANCHORED. SECURELY ANCHORED SARNAFIL G410 FLASHING, HOT-AIR WELDED SARNAFIL 0410 FLASHING, HOT-AIR WELDED SARNA FILL /EPDM CONNECTION - SUBMIT PROPOSED FLASHING SARNAFILL EPDM CONNECTION - DETAIL SUBMIT PROPOSED FLASHING DETAIL PRESSURE TREATED WOOD NAILERS TO MATCH PRESSURE TREATED WOOD NAILERS TO MATCH FOR APPROVAL FOR APPROVAL HEIGHT OF INSULATION HEIGHT OF INSULATION ITAPERED / , SARNAFIL G4 f 0 MEMBRANE, SARNAFIL 0410 MEMBRANE, 3" INSULATION EXISTING EPDM ROOF SECURELY INSULATION EXISTING EPDM ROOF SECURELY / ADHERED ADHERED FAST NED —EXISTING INS TION FAST NED XISTING INS U TION CONSTANT CONSTANT r -- GRAOf ELUTE TAPPERED INSULATION GRADE --I J0/ T TAPPERED INSULATION ? 1 8 f 3 1 - _ GRADE _- _ GRADE o VARIES _ - _ _ __. VARIES 2" MIN. - -_ 2" MIN. ., 47 1 1/2" �� 1 1/2" I DECK DECK 1 4" EN PLATE / BENTI 2 f/2 \, REMOVE EXISTING ROOFING AND BATTEN /NSUUTION REMOVE EXISTING ROOFING, BRICK, BATTEN INSULATION BLOCKING. AND PU TIE FOR LA" NEW CONNECTION 1/4 BENT PLATE \, WF BEAM E.J. SEE \ . BEYOND .�; NOTE; STRUCTURALS NOTE: E.J. SEE STRUCTURALS NAILERS SHALL BE SECURELY ANCHORED TO THE NAILERS SHALL BE SECURELY ANCHORED TO THE DECK TO RESIST A, FORCE OF 300 POUNDS PER DECK TO RESIST A FORCE OF 300 POUNDS PER LINEAL FOOT IN ANY DIRECTION..- LINEAL FOOT IN ANY DIRECTION. SECTION 1 SCALE 1 1/2" = 1 '-0" SECTION , SCALE 1 1/2" = 1,-0" EXPANSION JOINT WITH FOAM ROD '-0" EXPANSION JOINT WITH FOAM ROD SCALE 1 1/2" = 1 SCALE 1 1/2" = 1' CONTINUOUS METAL HOOK STRIP (MIN. 22 GAUGE) PIPE PENETRATION CAST IRON DRAIN BEEHIVE SARNACLAD METAL FASTENED 4 IN. O.C. STAGGERED USING 1-INCH PIPE PENETRATION SELF -FLASHING UNIT � GALVANIZED ANNULAR RING NAILS OR O�'HER ACCEPTABLE FASTENER ACCEPTABLE SEALANT CLAMPING RING SARNACLAD WATER DAM ADDITIONAL WOOD BLOCKING, IF REQUIRED SARNAFIL MEMBRANE CAP STAINLESS STEEL HOSE CLAMP (TO ACHIEVE AN 6 IN. MIN. FLASHING HEIGHT) SARNAFIL FLASHING, ADHERED SARNAFIL G410 FLASHING, HOT-AIR WELDED PRESSURE TREATED WOOD NAILERS TO MATCH ALUMINUM TAPE ON CONTAMINATED SURFACES ALUMINUM TAPE ON CONTAMINATED SURFACE GROMMETTED FASTENER 11 INCHES O.C. TAPERED EDGE SECURELY .FASTENED HEIGHT OF INSUU TION CONSTANT GRADE SARNAFIL FLASHING MEMBRANE METAL EXTENDER PIECE IF REQUIRED (SEE NOTE) HOT-AIR WELD SEE ARCH.Z TAPPERED INSULATION SARNAFIL FLASHING MEMBRANE ? W AT DRAIN ? z_ SARNAFIL BASE FLASHING, z HOT-AIR WEEDED v to z SARNAFIL PUSHING ADHERED TO SARNAFIL G410 HOT-AIR WELD SARNAFIL BASE FLASHING, N ACCEPTABLE SUBSTRATE MEMBRANE, ADHERE - EACH TRUSS W HOT-AIR WEEDED SARNAFIL G410 MEMBRANE, m > La _ SARNASTOP FASTENED 12 !N. O.C. V\ " GRADE 2 MIN•-' - - I VARIES _ 2 SARNAFIL G4 10 M M RAN E B E, z ADHERED 00 o Q z �� oo ADHERED HOT-AIR WELD Z > 00� Q SARNAFIL G410 MEMBRANE,' ADHERED \�\, Q o TAPPERED INSUU TION SECURELY FASTENED iHHH- _ _ _ - - _ _ - r _ _ -_ - _ o > k �\ METAL PAN SUMP (TYPICAL) -- -- -- ---1 7 C.I. DRAIN SUMP Jill TAPERED INSULATION SECURELY FASTENED 1/4 " BENT PLATE \\\ I I SEALANT UNDER MEMBRANE AT CLAMPING RING LJO TAPERED INSULATION SECURELY METAL PAN SUMP ;\ INSULATION SECURELY FASTENED WOOD BLOCKING AT FLUES FASTENED JOIST OR L SUPPORT NOTE: METAL EXTENDER PIECE IS REQUIRED IF EXISTING COUNTERFLASHING IS CONTAMINATED AND OR • COUNTERFLASHING FASCIA IS LESS THAN 4 INCHES WIDE. FASTENED 12 INCHES O.C. WITH GROMMETTED FASTENER. REMOVABLE CURB FLASHING CLAMPING RING DRAIN p SECTION AT ROOF DRAIN Z . PARAPET VENT STACK FLASHING @.PIPE PENETRATION' FLASHING v NO SCALE' NO SCALE SCALE l 1/2" = 1'-0" NO SCALE NO SCALE 14 GA. METAL CURB SARNAFIL G410 MEMBRANE, ADHERED NSULA77ON SECURELY FASTENED SARNATHERM INSULATION INSUU TION SECURELY FASTENED STAINLESS STEEL HOSE CLAMP SARNAFIL G410 FLASHING, HOT-AIR WELDED SARNAFIL G4 f 0 MEMBRANE, ADHERED SARNAFASTENER & SARNAPLATE HOT STACK CEMENT BASED GROUT NOT -AIR WELD SARNACOL ADHESIVE RAIN COLL£R WITH HIGH TEMPERATURE SEALANT CARLISLE FILLER PITCH POCKET SEALANT —SARNAFIL FLASHING PENETRATIONS SARNASTOP FASTENED 12 IN. O.C. SARNAFIL MEMBRANE, ADHERED - NOT -AIR WELD SARNAFIL FLASHING, SARNAFIL FLASHING MEMBRANE HOT-AIR WELDED ADHERED TO WOOD BLOCKING z _ = a 5 SARNAFIL G410 MEMBRANE, 2 INCHES MIN. .� ADHERED SARNACLAD z _:_ _ SARNACLAD METAL PITCH METAL CAP FLASHN G PAN FASTENED 4 INCHES °° O.C. USING GALVANIZED ANNULAR RING NAILS mmmmw LC I I FIBERGLASS BATTE TAPERED INSULATION SECURELY I - LPRESSURE TREATED WOOD NAILER METAL DECK 1REAIED WOOD BLOCKING NOTE: FASTENED NAILERS SHALL BE SECURELY ANCHORED TO fSgIIR£LY FASTENED SARNAFIL MEMBRANE SHALL NOT BE IN CONTACT DECK TO RESIST A FORCE OF 300 POUNDS PER WITH SURFACES . HAVING SUSTAINED TEMPERATURES LINEAL FOOT IN ANY DIRECTION. ABOVE 160 •F. SARNA THERY INSULATION HEATED STACK FLASHING PITCH POCKET EQUIPMENT SUPPORT SECTION 11 1,2 13 A 1 `� NO SCALE NO SCALE NO SCALE NO SCALE y 1 INFAI-4 ®Cop7rilght Spalding TouRias Architects, Inc. 1997 i . r,. y -��u .. ..' Mrn�i-0 •�P7�t BP�t r arohste+.. m4. I9YT • O 4• rHc. yr JI 10 r� 3 1/2 5 5/8 �� �� 1%L ll t� - ,► 3-5/8 1 S / 5 8 r 3 5/8 t _.:..; ,... _.: 3 LAYERS FIRE -RATED FIRE RATED'DRYWALL LL1/2RYWALL ONLY ;AT STAIR ONLY ��/2 DRYWALL FIREATED DR :. DRELEVATOR e DRYWALL2 LAYERS ROOM SIDE 'UALL AT / 21/2" METAL STUDS AT 16"TYP. W Q W U . W u1 DOOR DETAILS tNeRrtaL ttzaNSMirr,aNce c,aLcuLattoNs I " 3 ALL a — 1/2" EXTERIOR SHEATHING A SINGLE 6 - MASONRY` ANCHOR (.fd46X2m48) + (�38X386) + (r49X292) + (.2X48) + C.13X128) STUD, TYP. � ° Q ' b" GATT INSULATION .5/8" GYPSUM WALL BOARD 2WO HOLLOW METAL 1/2" ST I F � . � a ° a � � UW 2 03S U 12" CONCRETE UO ■ .095 EEL REINFORCING ORCING p FRAi"IE a p b" GATT INSULATION J BARS. REFER TO - 5/8 GYPSUM WALL BOARD SOUTH: UWI AWl • UGI AGl STRUCTURAL DWGS. p a CONT. FABRIC FLASHING UG 1 AS U i" INSULATED GLASS WITH 1/2" AIR SPACE A 1.m46 X 1818) + (.49X266) 1-15/16" HOLLOW METAL LOOSE LINTEL Uv 1 .20 U HOLLOW METAL DOOR, INSULATED 2048 SPACER Uo = J03 6-5/S REFER TO STRUCTURAL DLUGS, .13 U OVERHEAD DOM INSULATED UD 2 • UR 1 032 U 3" POLYISOCYANURATE RIGID INSULATION WEST: UW1 AWI + UM A M + UGI AGI + UDl ADI .HEAD " V4" PvL ROOF MEMBRANE A S N HEAD 3 1/2" BATT INSULATION (046X2048) . (038X386) + (ASX2W) + (.2X24) 2951 HOLLOW METAL.. 114 "SEALANT Uo ■ .143 FRAME 1-15/16 JOINT, TYP. 144 SHIM Hardware Set, I. Hardware Set 2 T T T'l 1 Tl 11LL"1� METAL STUD 3 ANCHORS, 3 PER JAMB, TYP. 2" FRAM��4�� SHAM FRAME METAL � 3 � � o S �.71LL . DOUBLE 6" JAi'IB a a A ' _ d � Hardware Set 3 STUDS, TYP. (:2)jJAMB- DOOR(S) - 1501 CXIANTITY ITEM REMARKS PAIR BUTTS MORTISE 1 LOCKSET MORTISE 1 CLOSER PARALLEL ARM 3 SILENCERS 1 FLOOR STOP 1 KICKPLATE DOOR(S) - D04, 104, 105 C UANTITY ITEM REMARKS 1-1/2 PAIR BUTTS MORTISE I EXIT DEVICE WITH LOCKSET MORTISE I CLOSER PARALLEL ARM 3 SILENCERS I SET WEATHERSTRIPPING KICKPLATE I AUTO. DOOR BOTTOM Dome) -am, 101, 201 MANTITY ITEM REMARKS 1-1/2 PAIR BUTTS MORTISE 1 PASSAGE SET MORTISE 1 CLOSER PARALLEL ARM 3 SILENCERS 1 KICKPLATE . I n- TT , , FOUNDATIONS AND BACKFILL Gl CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND COORDINATING ALL DIMENSIONS WITH FI BEARING MATERIALS AND FOOTING ELEVATIONS SHOWN ARE BASED ON AVAILABLE LN 0RMA77ON. IF UPON ARCHITECTURAL DRAWINGS. IN CASE OF CONFLICT, 771E ARCHITECT SHALL BE NOTIFIED AND SHALL RESOLVE EXCAVA77ON, DEVL477ONS FROM 771E INDICATED CONDITIONS ARE DISCOVERED, THE AFFECTED FOOTING SHALL BE REPORTED TD THE ARCHITECT AND THE SIZES AND ELEVATIONS MAY BE CHANGED AT 771E ARCHITECTS - THE CONFLICT. DIRECTION. COLUMN G2 IN ANY CASE OF CONFLICT BETWEEN THE DRAWINGS AND THE PROJECT SPECIFICATIONS, THE MORE F2 ALL FOUNDATIONS SHALL BEAR ON UNDISTURBED MATERIAL. ' THE ARCHITECT SHALL BE' NOTIFIED A STRINGENT REQUIREMENTS SHALL GOVERN MINIMUM OF 24 HOURS IN ADVANCE OF FOOTING CONCRETE PLACEMENT. - ._ COLUarw AND G3 THE CONTRACTOR SHALL MAKE NO DEVIATION FROM DESIGN DRAWINGS WITHOUT PRIOR REVIEW BY THE F3 NO F0077NGS SHALL BE PLACED IN WATER, NOR UPON FROZEN GROUND. BEAM ARCHT!ECT. 0 E SIMILAR TO THAT F4 MATERIAL ADJACENT TO AND BELOW FOOTINGS SHALL BE KEPT FROM FREEZING AT ALL TIMES IF ANY G4 WORK NOT INDICATED ON APART OF THE DRAWINGS BUT REASONABLY IMPLIED T B MATERIAL IS FOUND TO BE FROZEN IT SHALL BE REMOVED AND REPLACED WI771 CONCRETE IF ANY FROZEN t� B SHOWN AT CORRESPONDING PLACES SHALL BE REPEATED. MATERIAL IS FOUND BELOW ?TIE SLAB -ON -GRADE, IT SHALL BE REMOVED AND REPLACED WITH ENGINEERED C.P. ?YP. AT EACH BEAM 1�'L TOP AND BOTTOM - G5 ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND LOCAL LAWS AND REGULATIONS. STRUCTURAL FILL. • SCHEDULE NOTES 3 AND 4 SEE G6 GENERAL CONTRACTOR SHALL COORDINATE LOCATIONS OF OPENINGS, PITS, BOXES, SUMPS, TRENCHES, F5 HAND EXCAVATE THE FINAL . 6 INCHES OF MATERIAL TO THE BEARING LEVEL AT ALL F0077NGS, SLEEVES, DEPRESSIONS, GROOVES, AND CHAMFERS, WITH MECHANICAL, ELECTRICAL AND PLUMBING TRADES. F8 ALL FOUNDATION WALLS SHALL BE BRACED DURING B.ACKFILL OPERATIONS AND SHALL REMAIN BRACED A G7 THE STRUCTURAL DESIGN OF THE BUILDING IS BASED ON THE FULL INTERACTION OF ALL ITS COMPONENT UNTIL PERMANENT RESTRAINTS HAVE BEEN INSTALLED. SEE CONCRETE NOTES AND DRAWINGS FOR ADD1770NAL STIFF. B / 1 1/2" MIN. OR 2x BOLT DLN�II PARTS. NO PROVISIONS HAVE BEEN MADE FOR CONDITIONS OCCURRING DURING CONSTRUCTION. IT IS THE REQUIREMENTS CONTRACTOR TO MAKE PROPER AND ADEQUATE PROVISIONS FOR STABILITY OF k-7 r 3" MIN. T.O.S.7 SOLE RESPONSIBILITY OF 771E AND ALL STRESSES TO THE STRUCTURE DUE TO ANY CAUSE DURING CONSTRUCTION. F7 ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER MEMBERS SUPPORTED UNLESS OTHERWISE NOTED. - G8 CONTRACTOR SHALL NOT SCALE DRAWINGS CONTRACTOR SHALL REQUEST ALL DIMENSIONS OR F8 REFER TO 771E PROJECT SPECIFICATIONS FOR ADDITIONAL DATA AND CRITERIA. THE - W BEAM - SEE PLAN MOMENT CONNECTION TO COLUMN SCHEDULE BEAM A325N BOLTS WEB E & THICKNESS HELD A WELD STIFF E k THICKNES WELD B W74 NONE 3/8" 5/16" 5/16" 3/8" 5/16" REQUIRED W16 NO EIIR 'D 3/8" 5/16" 5/16" 3/8" 56" /1 W18 NONE 3/8" 5/16" 5/16" 7/16" 3/8" RE42UIRED n1 NONE 3/8" 5/16" 5/16" 7/16" 3/8" REQUIRED W24 INONT 3/8" 5/16" 5/16" 1/2" 3/8" REQUIRED SPALDING TOUGIAS ARCHITECTS : Yncorporat.ed STA 12 Farnsworth Street Boston, MA 02210 617 542 4522 tel 817.542 1432 fax sts-ine.com e-mail INFORMATION REQUIRED TO PERFORM THE WORK FROM THE ARCHITECT WORK COMPLETED BY CONTRACTOR WITHOUT DIMENSIONS OR INFORMATION SHALL BE DONE AT THEIR OWN RISK AND SHALL BE F9 FOUNDATIONS AT 771E EXTERIOR SHALL BE SET AT OR BELOW 771E FROST DEPTH. ' REMOVED AND REINSTALLED TO THE SPECIFICATIONS OF THE ARCHITECT AT NO ADDITIONAL COST TO ?TIE OWNER. STEEL DECK STRUCTt�a-L DESIGN CRITEa SDI ALL STEEL DECK SHALG BE BY UNITED STEEL DECK, INC. OR EQUAL. 1. CODES. MASSACHUSE?TS STATE BUILDING CODE - SIXTH EDITION SD2 T71E DESIGN, FABRICATION AND INSTALLATION OF ALL STEEL DECK SHALL CONFORM TO THE 2. LOADS. _ REQUIREMENTS OF 771E STEEL DECK INSTITUTE DESIGN MANUAL FOR FLOOR AND ROOF DECKS. THE AISI SPEC97CA77ONS FOR 771E DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS AND THE AWS STRUCTURAL A. LIVE LOADS: WELDING CODE, ALL LATEST EDITIONS. 3" MIN. OR BOLT DLNM ( +VkI WEB E ' Or COLUMN -SEE PLAN 3 SIDES � C NOTES 1. MOMENT CTNNE'C770NS DENOTED ON PLANS.3x 2. FILLER METAL USED FOR COMPLETE PENETRATION WELDS, AND )MELDS A, B, AND C, SHALL HAVE A MINLVUM CHARPY V NOTCH VALUE OF 20 FT-LBS AT 40 F FOR FULLY ENCLOSED AND HEATED BUILDINGS AND 20 FT-LBS AT O' F MR OTHER BUILDINGS OR STRUCTU.REF. 3. BACKER BARS SHALL BE REMOVED AT ALL BOTTOMPOSITION FLANGE WELDS MADE IN THE DOWN -HAND GO POSITION, AND THE ROOT PASS SHALL BE BACK GOUGED AND RE -WELDED. A REINFORCING FILLET WELD SHALL ADDED THE TOP AND BOTTOM OF BOTTOM 1. LOADING/PRINTING AREAS 125 PSF SD3 STEEL DECK SHALL BE GALVANIZED, ASTM A653, STRUCTURAL QUALITY GRADE 33, MINIMIX YIELD STRESS 2. OFFICE 75 PSF FLANGE COMM PLETE PENETRATION WELDS. FL I N F I N I U M SOFTWARE 33,000 PSI WITH G60 COATING. M. 2x BOLT DL 4. A REINFORCING FILLET )VELD SHALL BE ADDED B. DEAD LOADS: SD4 THE. REQUIREMENTS OF THE MANUFACTURER SHALL BE FOLLOWED FOR DECK ERECTION AND CONNECTION. _ AT 777E TOP OF TOP FLANGE COMPLETE PENETRATION RELIJS. 1. DRYWALL PARTITIONS 20 PSF 2. M 5 PSF ��' SD5 NO HANGERS SHALL BE HUNG DIRECTZY FROM THE ROOF STEEL DECK. 3" MAX A325 BOLTS -HEAD 5. COMPLETE PENETRATION WELDS IN DETAIL, 1/S-1 SUBJECT TO ULTRI4SOMC TESTING. SEE PROGRAM OF TES?5' AND .INSPECTIONS. QUART�S SEE SCHEDULE' C. SNOW LOADS: SD6 THE DECK CONTRACTOR SHALL COORDINATE OPENINGS WITH 771E TRADES. 1. BASIC GROUND SNOW 25 PSF SD7 ALL STEEL DECK SHALL EXTEND A MINIMUM OF TWO SPANS UNLESS OTHERWISE NOTED. LOAD: TYPICAL BEAM TO COLUMN FLANGE' MOMENT CONNECTION TO COLUMN SCHEDULE 25 Communications yVay D. SEISMIC ,2 _ __ 1. MASSACHUSE?TS BUILDING CODE SIXTH EDITION. Aa S - 1 0 012 SD8 SELF -TAPPING SCREWS USED FOR DECK ATTACHMENT (SEE ATTACHMENT SCHEDULE FOR LOCATIONS) MOM�NT _RE'SISTING CONN. No sC.4L� Hyannis, MA 02601, R = 4.5 SHALL BE HILT? "X-PRO WITH hiE�' WASHER HEADS OR APPROVED EQUAL Cd=4 - V = 0.059W SD9 WELD WASHERS USED FOR DECK ATTACHMENT SHALL BE 16 GA. WITH NOMINAL 3/8" DIAMETER HOLES 508-778-2000 E. WIND •LOAD: �'ONCRETE 1. BASIC WIND SPEED 90 MPH (SUBURBAN AREAS, TOWNS, CITY OUTSKIRTS, WOODED AREAS, ROLLING TERRAIN) CI UNLESS OTHERWISE NOTED ALL CONCRETE SHALL BE NORMAL WEIGHT, • 3/4" STONE CONCRETE WITH 4000 PSI 28 DAY COMPRESSIVE STRENGTH. ALL CONCRETE EXPOSED TO WEATHER AND CONCRETE FOR 2. STRUCTURE 21 PSF FOUNDATIONS SHALL BE AIR ENTRAINED. CONCRETE ON STEEL DECK MAY BE 3000 PSI 28 DAY STRENGTH. 12 Farnsworth Street F. FOUNDATION CONDITIONS ASSUMED FOR FOUNDATION DESIGN INCLUDES AN ALLOWABLE SOIL BEARING CAPACITY OF 1 1/2 TSF, WATER TABLE WELL BELOW 771E FINISHED FIRST FLOOR LEVEL, AND FROST DEPTH OF C2 ALL REINFORCING SHALL BE ASTM A-815 GRADE 60. WELDED WIRE FABRIC SHALL BE ASTM A-185. 4 FT C3 ALL REINFORCEMENT SHALL BE SECURELY HELD IN PLACE FOR .CONCRETE PLACEMENT. ADDT170NAL BARS OR STIRRUPS SHALL BE PROVIDED FOR SUPPORT OF ALL BARS AS REQUIRED. .4"1'RTIC77TRt1 r. ST_F.EI• L PROJECT SPECIFICATIONS FOR DETAILED REQUIREMENTS FOR MATERIALS AND WORI�N.4NSHIP. C4 LAP CONTINUOUS REINFORCEMENT AS FOLLOWS, U.O.N. (ASSUMES .CONCRETE COVER GREATER THAN ONE SI REFER TO THE BAR DIAMETER, CENTER -TO -CENTER BAR SPACING GREATER THAN THREE BAR DIAMETERS): S2 STRUCTURAL STEEL DESIGN, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF 4000 PSI CONCRETE: THE LATEST EDI77ON OF THE AISC SPECIFICATIONS FOR THE DESIGN, 1ABRICA270N, AND ERECTION OF STRUCTURAL STEEL BUILDINGS. BAR SIZE TOP BARS* 0771ER BARS S3 STRUCTURAL STEEL SHALL BE NEW STRUCTURAL CARBON STEEL CONFORMING TO: #3 18 16" #4 24" 19" ROLLED SHAPES, PLATES, AND BARS: ASTM A36 #5 30" 23" ' ASTM A572 GRADE 50 (WHERE NOTED) #8 40" 31 " STRUCTURAL TUBING: ASTM A500 GRADE B #7 54" 42" STEEL PIPE: ASTM A53 GRADE B 71 " 55" #8 ' #9 90" 69" S4 ALL SHOP AND FIELD CONNECTIONS SHALL BE BY WELDING OR HIGH STRENGTH BOLTS, AND SHALL BE AT LEAST ABLE TO DEVELOP THE FULL AXIAL OR FLEXURAL LOADING OF 771E MEMBER TO BE CONNECTED UNLESS 3000 PSI CONCRETE: OTHERWISE SHOWN ON THE DRAWINGS BAR SIZE TOP BARS* OTHER BARS S5 ALL BEAM -TO -BEAM, BEAM -TO -GIRDER, AND BEAM OR GIRDER -TO -COLUMN CONNECTIONS SHALL BE PER AISC SPECIFICATIONS #3 21 " 16" #4 28" 22" ONE BY CERTIFIED WELDERS AND SHAI1BE p p Boston, Massachusetts E5 1 IL 02210-1276 Inc. (617) 426-2911 Consulting (617) 26-971 Fax ADA Engineering, Inc. Mechanical Electrical 271 Main Street Stoneham, MA 02180 781-279-2800 EDC STEEL DECK SCHEDULE civil Engineering i 4 No SCALE 30 Ted Lane Southborough, MA 01772 508-480-0225 MINIMUM EXTENT OF R UNINTERRUPTED BRICK S6 WELDING SHALL CONFORM TO AWS DI.1, SHALL BED #5 35 27 UNDERTAKEN BY A FABRICATOR QUALIFIED BY 771E AWS #6 46" 35" VENEER AROUND #7 63" 48" 1. 1/3 STRESS INCREASE NOT PERMITTED OPENING S7 UNLESS 0771ERWISE NOTED ALL BOLTED CONNECTIONS SHALL BE BEARING TYPE WITH THREADS EXCLUDED EXTENT E VENEE #8 82" 63" � 2. MOMENT. -- RESISTING CONN. ONLY FROM THE SHEAR PLANE ALL BOLTS IN BOLTED CONNECTIONS SHALL BE 3/4 INCH DIAMETER SUPPORTED BY HIGH -STRENGTH BOLTS CONFORMING TO ASTM A325 UNLESS OTHERWISE NOTED. THE MINIMUM NUMBER OF #9 104" 80" LINTEL y 3. BOLTS SHALL BE 3/4" ILA. A325 HIGH BOLTS TO EACH CONNECTED MEMBER SHALL BE TWO. *TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BARS STRENG771 BOLTS U.O.N. npF. Awr. S8 ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307. ALL ANCHOR BOLTS SHALL BE IN DIAMETER UNLESS. OTHERWISE NOTED. C5 TERMINATE ALL CONTINUOUS BARS WITH STANDARD HOOKS 4. M _ MOMENT IN MOMENT RESISTINGCONN. C6 MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: V VERTICAL SHEAR IN COMM._ • S9 ALL WELDS SHALL BE 1/4p FILLET WELDS UNLESS OTHERWISE NOTED OR TTIE AISC MINLNUM WELD SIZE IS 5 GREATER. ALL WELDING ELECTRODES SHALL MATCH WELDED MATERIALS PER AWS SPECIFICATIONS. . FOR BEAM .AXONE LOADS TO BE RESISTED • CAST AGAINST AND PERMANENTLY EXPOSED BY CONNECTION SEE FRAalING PLANS. SIO STUD SHEAR CONNECTORS SHALL BE 3/4" DIAMETER X 3" LONG U.D.N., CONFORMING TO ASTM A-108, TO EARTH s" GRADE C105. STUD SHEAR CONNECTORS SHALL BE WELDED TO STEEL BEAMS THROUGH STEEL DECK CAST AGAINST FORMS AND EXPOSED TO EARTH ACCORDING TO THE RECOMMENDATIONS OF AWS AND THE DECK AND STUD MANUFACTURER. CA AGAINST SII PROVIDE 3/4" THICK NON -SHRINK GROUT AND 1/4" THICK LEVELING PLATES UNDER ALL COLUMN BASE N0. 5 AND LARGER: 2" " PLATES. No. 5 AND SMALLER: 1 1/2 CONN. DESIGN RE UIREME'NTS U. O.N. NOTES• - 3 S12 ALL STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIP GALVANIZED AFTER FABRICATION. NOT EXPOSED ?'0 WEATHER OR EARTH EAR 6" EACH EACH END OF OPENING. 1. LOOSE LINTELS SHALL B SLABS. WALLS, AND JOISTS— S13 ALL.CUTS, CUTS, HOLES, COPINGS, ETC. REQUIRED IN THE. STEEL SHALL BE SHOWN ON THE SHOP DRAWINGS NO. 14 AND LARGER: 1 1/2" R. NO POINT LOADS PERMITTED OVER OPENING. THE SHOP. CUTS COPINGS, OR BURNING OF HOLES, ETC. IN STRUCTURAL STEEL MEMBERS IN NO. 11 AND SMALLER: 3/4 p AND MADE IN THE FIELD WILL NOT BE PERMITTED. BEAMS AND COLUMNS. 1 1/2" 3. LOOSE LINTELS FOR OPENINGS NOT SATISFYING GEOA& RrCAL CONSTRAINTS' SHOArNN IN OPENING ELEVATION TO BE VERIFIED BY ENGINEER. S14 TEMPORARY BRACING OF STEEL MEMBERS DURING CONSTRUCTION IS REQUIRED AND IS THE C7 CONSTRUCTION JOINTS ARE NOT PERMITTED EXCEPT ' AS SHOWN ON THE DRAWINGS OR AS REVIEWED BY RESPONSIBILITY OF THE CONTRACTOR. 77 ENGINEER. 4. LOOSE LINTELS SHALL BE HOT -DIP GALVANIZED. S15 ALTERNATE CONNECTION DETAILS THAN THOSE SHOWN ON THE DRAWINGS MAY BE USED IF SUCH DETAILS C8 ALL CONCRETE SLABS -ON -GRADE AND SLABS ON STEEL DECK SHALL HAVE MINIMUM WWF 6 X 6/W1.4 X NO SCALE 7LOOSE' LINTEL SCHEDULE' - 4 „ BRICK VVENEERVENEERARE SUBMITTED TO THE ARCHITECT FOR REVIEW AND ACCEPTANCE. HOWEVER, THE ARCHITECT SHALL BE THE W1.4 PER 4,INCH THICKNESS U.D.N. SOLE JUDGE OF ACCEPTABIIdTY AND THE CONTRACTOR'S BID SHALL ANTICIPATE THE USE OF THOSE SPECIFIC • . • : DETAILS SHOWN ON THE DRAWINGS IN ANY EVENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE C9 MINIMUM! 6 MIL POLYETHYLENE. VAPOR BARRIER SHALL BE INSTALLED UNDER ALL CONCRETE J. DESIGN OF ANY ALTERNATE DETAILS WHICH HE PROPOSES, AND ALL ADDITIONAL COSTS ATTENUATED SLABS -ON -GRADE U.O.N. THEREWITH. CIO CONTRACTOR TO LOCATE AND COORDINATE ALL INSERTS, SLOTS, SLEEVES, OPENINGS, PIPES, ETC. AS S16 THE CONTRACTOR SHALL COORDINATE OPENING SIZES AND LOCATIONS IN THE FLOORS AND ROOF FROM REQUIRED. THE ARCHITECT AND MECHANICAL DRAWINGS AND SHALL PROVIDE HEADER MEMBERS IF REQUIRED. CI1 CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE OR WHICH INCREASE THE POTENTIAL No. Date Itevtaion Si 7 FILLER BEAMS SHALL BE SPACED EQUALLY BETWEEN ESTABLISHED DIMENSIONS, U.O.N. FOR CORROSION OF EMBEDDED METAL ITEMS SHALL NOT BE USED INANY CONCRETE S18 APPROVAL BY THE OWNER'S AUTHORIZED REPRESENTATIVE OF SHOP DRAWINGS PREPARED BY THE C12 ALUMINUM ITEMS SHALL NOT BE PLACED IN CONCRETE FABRICATOR IS W NO WAY INTENDED TO TRANSFER RESPONSIBH07 TO THIS REPRESENTATIVE FOR THE PROPER AND ERROR -FREE INCORPORATION OF ALL PERTINENT INFORMATI0N (E.G. BEAM SIZES, DIMENSIONS C13 PIPE OR CONDUIT EMBEDDED IN SLAB SHALL NOT EXCEED 1/3 771E SLAB THICKNESS AND SHALL BE STEEL GRADES, SPECIFIC CONNECTIONS) INTO THE SHOP DRAWINGS. WHERE THE FABRICATOR MUST SELECT PLACED WITHIN THE SLAB MIDDLE THIRD OF THICKNESS MINIMUM CLEAR SPACING OF. CONDUIT/PIPE IS 3 X OR COMPLETE CONNECTION DETAILS NOT SPECIFICALLY DETAILED ON THE CONTRACT DRAWINGS, HE SHALL BE OD. NO CONDUIT/PIPE TO BE PLACED CLOSER THAN 12" FROM COLUMN FACE. RESPONSIBLE FOR THE ADEQUACY OF THE DESIGN OF THESE CONNECTIONS. HE IS OTHERWISE RESPONSIBLE FOR CORRECT INCORPORATION INTO THE SHOP DRAWINGS, NOT THE ADEQUACY OF THE DESIGN, OF ALL OTHER C14 CONCRETE DESIGN IS BASED ON ULTIMATE STRENGTH DESIGN OF ACT 318-85. PERTINENT INFORMATION SHOWN ON THE CONTRACT DRAWINGS. C15 WELDING .OF REINFORCING BARS IS NOT PERMITTED EXCEPT BY PRIOR REVIEW OF THE ENGINEER. Sig VERIFICATION OF ADEQUACY OF ANCHOR BOLTS AND -FOUNDATIONS TO RESIST ERECTION INDUCED FORCES . IS SOLELY THE RESPONSIBILITY OF THE STEEL ERECTOR. C16 CONTRACTOR IS RESPONSIBLE FOR PROPER AND ADEQUATE SHORING OF CONCRETE WORK. S20 ALL SHOP AND FIELD WELDING IS SUBJECT TO INSPECTION. COMPLETE PENETRATION WELDS IN ,SHOP DRAWINGS MOMENT -RESISTING CONNECTIONS SHALL BE TESTED BY ULTRASOUND OR RADIOGRAPHY AS PART OF THE PROGRAM OF STRUCTURAL TESTS AND INSPECTIONS SDI SHOP DRAWINGS OF NEW FRAMING SHALL BE SUBMITTED FOR STRUCTURAL STEEL, STEEL JOISTS, STEEL DECKING, AND REINFORCING STEEL FOR APPROVAL. S21 ALL EXPANSION ANCHORS SHALL BE KWIK BOLT H BY HILTI 7 S SD2 DRAWINGS SHALL SHOW ALL LENGTHS, CONNECTIONS, SIZES, WELDS, ETC. AND RELATIONS OF MEMBERS TO S22 FOR TYPICAL LOOSE LINTEL DETAIL SEE /-1. AFFECTED CONSTRUCTION TRADES. SD3 DEVL477ONS FROM PLAN DETAILS SHALL BE CLEARLY SHOWN • L JOISTS CONN. DESIGN FORCES 1•4,5 BM. SIZE M (K-FT) 2 (KIPS) MIN #by OF BOLTS N VERT. ROW X8, 08, W10, MC10 8.2 2 R79 r14, 16.3 3 076 26.1 4 078 36.3 5 W21 46.3 6 W24 56.4 7 1Y27 66.2 8 76.0 9 85.6 10 W36 94.9 1.1 STEEL DECK SCHEDULE MIN. SECTION PROPERTIES DESIGNA LION PROFILE -- SEE 6/S-1 S f S_ I fle R'ID I]e 17DTH INS WIDTH 28 GA. UFS TYPE A 0.036 0.037 0.012 20 GA. B-LOK 0.,247 0.260 0.212 TYPE B 20 GA. B 0.25 0.26 0.24 TYPE C STEEL DECK ATTACHMENT SCHEDULE DECK TYPE DECK PERPENDICULAR TO SUPPORT DECK PARALLEL TO SUPPORT STITCH FASTENING : ATTACHMENT PATTERN ATTACHMENT TYPE DI 6" 5/8'0 PUDDLE WELDS TO EACH SUPPORT 518'0 PUDDLE WELDS ® 18 "• 0. C. SCREWS 36" O. C. MAX. D2 30 - 16 GA. WELD WASHERS TO EACH SUPPORT 16 GA. WELD WASHER ® 16" O.C. NONE REQUIRED D3 � 36" _ �11 51810 PUDDLE WELDS TO EACH SUPPORT 5/810 .PUDDLE WELDS ® 12" O.C. SCREWS 36 " O. C. MAX. Seal 1/2" PITCH 3/16 9/16 mot:; +:ir: 30 TYPE A p � 6 DEFORMAT70NS TYR Drawing Title 36 TYPE B_ 1 1/2 36" � - OPEN WEB STEE r _ TYPICAL STEEL SJI THE DESIGN, FABRICATION AND ERECTION OF ALL STEEL JOISTS SHALL CONFORM TO THE SPECIFICATION LATEST EDITION. - . TYPE C DETAILS AND OF THE STEEL JOIST INSTITUTE (SJI) SJ2 ALL HORIZONTAL AND CROSS BRIDGING DESIGN AND SPACING SHALL CONFORM TO THE SR SPECIFICATIONS SHALL BE FABRICATED OF ANGLES AND SHALL DENOTES ATTACHMENT POINT GENERAL NOTES, UNLESS 077IERWISE SHOWN ON THE DRAWINGS ALL BRIDGING BE WELDED TO JOISTS: _ (REED OR SCREW►') TYP , SJ3 PROVIDE EXTENDED JOIST BOTTOM CHORDS AT ALL COLUMNS. EXTENDED BOTTOM CHORDS SHALL BE WELDED TO 771E SUPPORTING STEEL AFTER ALL DEAD LOAD IS IN PLACE. NO TES. 1. - •'� . SJ4 ALL STEEL JOISTS SHALL BE WELDED TO SUPPORTING STEEL. PROVIDE BOLTS PER OSHA REQUIREMENTS 2. SCREWS SHALL, BE PO SELF -DRILLING, SELF -TAPPING SCREWS W�T!H '(BUILDEX EQUAL). STEEL DECK PROFILES TYPE 1 POINT TEK OR _ SJ5 THE JOIST SPACINGS SHOWN ON THE DRAWINGS ARE THE MAXIMUM PERMISSIBLE UNDER NO CIRCUMSTANCES SHALL 7TIE'Y BE EXCEEDED. THE JOISTS SHOULD BE SPACED EQUALLY BETWEEN COLUMN ON THE DRAWINGS. STEEL DECK ATTA CHMENT SCHEDULE rt S NOT OTHERWISE NOTED LINE � NO SCALE' Project N o. Dr a wine N . o SJ6 CAMBER ALL JOISTS IN ACCORDANCE WITH SJI RECOMMENDATIONS. E JOISTS SHALL BE LOCATED AT PANEL POINTS UNLESS REINFORCED SJ7 ALL LOADS SUSPENDED FROM 771 - Date ACCORDINGLY. ACCORD 05/04/09 . S I SJ8 ALL ROOF JOISTS SHALL BE CAPABLE OF WITHSTAND WG BUILDING -CODE PRE SCRIBED NET WIND UPLIFT Scale As • PRESSURES. NOTSD . . Drawn BY Chocked By ... - Y.D.A. .r INF-Al ®Copyright Spalding Tougias Architects, Inc. 1997 ■ FOOTING SCHEDULE MARK SIZE THICKNESS REINF. F2.0 2'-0 x2'-0" 1 '-0" 3 hf4 E. F F3.0 3' 0"r3'-0" 1'-1" 3 15 E.F F4.5 4'-6"x4'-6" I _I" 4-#5 E.W. F5.0 5=0x5'-0" 1 =0" 5 t5 E.W. F5.5 5'-6 "x5'-6" 1 =1 " 6-,f'5 E.W. NOTE:• TOP OF SQUARE FOOTING 8 " BELOW TOP OF SLAB -ON -GRADE (U.O.N.) VO0TING SCHED ULE NO SCALE i "In X 1VD MM07-, up^ v wx /e. v ' nn"r► _ ... -. '• ,,: r."rr. "� . r..o!. .. _ _ . . DOWEL SCHEDULE BAR SIZE',Jq ENDED. LENGTH 4 5" 2'-0" 5 1 2 2 -6 1 4 - #8 11 1 2 5 -6 } '� - OR CONTRACTION / N DOWEL TO MATCH V 'y Z. 16d DFJVOTE3 16 BAR DIA. 6" 6 MIL VAPOR COMPACTED a BARRIER _/ JOINT TYP. SEE a'� NEW HORM REINF.._ ^ NEW GRADE BE" CRUSHED STONE � .,.. `1ALAN ,. ,..,..,..... .. .... ., ., END INTERSECTION CORNER 1/4 X 1 1/2" DP. SAWCUT - ALL SAWCUTS - MUST BE MADE WITH IN ,24 HRS 3A O lY D FOO GS i AFTER SLAB PLACEMENT: CLEAN FILTER FABRIC SINGLE' CURTAIN HORIZ. REINF. NO SCALE �, EXISTING OUT JOINTS & FILL W/EPDXY 90 AT BASEMENT SLAB ONLY -- - - __ ��__ ___ _�_��_-- _ CONCRETE DAYS AFTER SLAB PLACEMENT UNDISTURBED FOR LOCATION SEE PLAN SOIL OR COMPACTED HOOK 16d 16d D LAP 3» STD. HOOK STRUCTURAL FILL -SEE SPECS TYPICAL I '-O" MIN. 0" �IIN. SEE DOWN NOTES SA TY CUT CONTROL JOINT CTJ AND TYP. SUB --BASE DETAIL No scALE ISOLATION roINT a _ WITH EPDXY SEALANT � � (E�ANSl� JOINT DISCON77NUE ALL '( MATERIAL -AND SEAL REINF. AT JOINI CONT. KEY TOP A77H JOINT SEALING NOTES COMPOUND 26 1. PLACE REINF: AT EACH FACE X X X X X — X SEE PLAN 2. 16d DENOTES 16 BAR DIA. NOTE: ALLOW SLAB TO CURE 90 DAYS PRrOR 3B' C N ")V O To APPLYING S DOUBLE CURTAIN HORIZ. REINF. No SCALE _ B CONSTRUCTION JOINT(Gi) sIIRFACE' INTERFACE No SCALE 3 T YPI CAL CONCRETE WALL DETAILS TYP. COLUMN ISOLATION JOINT 5 -fEINFORCEMENT DETAIL ATE. No scALEA T SLAB - ON- GRADE O UNDA TION WALL WIND BRACE BEYOND - FOR FOOTING TOP OF TS I BASE $ SEE 14IS-2 2 ROWS OF (5) 3/4 "0 REINFORCING FOR FACE PL CONN. SEE HEADED STUDS WHERE OCCURS WF BF." BEYOND ' M DETAIL 10/S-2 (10 TOTAL) M FOR PIER DETAILS ' ' Fq- 7 1/2 OUT A COLUMN FILL r CONC. AFTER SEE 11/S-2 SIM I 5 16 COL. INSTALLATION COAT EMBEDDED STEEL WALL #HEREA FINISHED W/ BITUMINOUS MASTIC OCCURS • 1 GRADE ISOLATION JOINT- • ' 'I QX X X �-- SEE DETAIL 4/S-2 BASE PLATE WITH / _ L 4 X 4 X 2 A.B. S-SEE BASE PLATE MATCH FOOTING + N I " 1/4X0-4 SCHEDULE REINFORCING 1/4 " LEVELING PLATE ,¢�4 TRIM BARS- o ON 3/4 " HIGH ' STRENGTH MATCH FOOTING NON— SHRIN GROUT TOP BAR I L 3 X 3 LEDGER L SPACING SEE 3IS-3 ° LINE OF WALL BEYOND 5/16 3 c a 6 •• -- \ a GEOTEXTILE #6 AT 12" - HORIZONTAL WALL 1 " �, DRAINAGE MAT VERTICAL REINFORCING CONTINUOUS G ' 1 " D FOOTING BOTTOM THROUGH PIER ° REINFORCING 6" X 1-2 " THICKNESS —SEE 1/S-2 BEAM POCKET- 1'-0" #5 AT 12 WF BEAM UNDISTURBED BEARINGL * :Y a FOR DETAILS • DOWELS TO MATCH N.ATERIAL ° „ NOT SHOWN .. DOWELS TO MATCH ..— VERTICAL REINFORCING I 4 4 X 3/8 X 9 1, • • 6 �, OR NOTED VERTICAL REINFORCING ( " — �— —� SLOPE OF THIS LINE SEE 11/S-2 a II _ _ FOR FOOTING 4 X 6 " II !��_Ii!(--� " NOT TOExCEED2 " SLAB -ON -GRADE SEE SCHEDULE 5/16 ° E4X5/8 2 -0 MIN. HVERTICAL AL TO 1 4 0 PERFORATED •• 1/S-2 FOR REINF. DRAIN PIPE • • � IF SLOPE IS LESS SEE FOOTING I SEE FOOTINGSCHEDULE I/S-2 j LAP LENGTH SCHEDULE 1/S-2 - FOOTING THAN 1:10 FOOTING 2 - J6 � X X . • ` •I i° I SEE NOTES FOR ST MAY BE SLOPED - - _ - I I REINF. �' D. -. - - - ~-n i (6 T YPI CAL INTERIOR FO 0IMM'" I j4 TING r7) STEPPED FO 0 TIN17 G —r-r� — NO SCALE NO SCALE 5X12"X3/4" BEARING PLATE WITH 2 - 3/4 "0 X 12" EMBED. A.B. FINISHED FLOOR ELEVATION 76'-6" 1 SEE PLAN 10 A CE PLATE DETAIL 9 0 UNDA TION PIER DETAIL sc O UNDA TION WALL DETAIL v SCALE. 3/4" = 1'-0" T n �. (r-` --T,✓�-CONCRETE WALL BEYOND SLAB -ON -GRADE EXTERIOR #4 6 12 F7MSH GRADE 24 " SLAB ON GRADE71, COMPOSITE DECK 30"� —ol111 • •• • • . #4 DOWEL ®12 - •,. 24"4 Ti • " 24 12" CONCRETE WALL WITH X #5 6 12 O.C. EACH WAY Xa X ao j— a a ® EACH FACE01 WALL REINFORCEMENT 3 X 3 LEDGER a e •:•• .. • TS 6 X 4 W 1 P-4" CONTINUOS THROUGH SEE 3/S-3 ° 4 `'� BRACE PIER TYPICAL _ FOUNDATION WALL ° 4 #8 NEW PIER WITH FOR REINFORCING " ° �. : w1 4 - #7 VERTICAL a SEE 11IS-2 12 WALL WITH #4 ° e EA I " 6 12 EACH WAY EACH ' AND #4 TIES 6 12 } oo FACE - 135' HOOK AT O o TOP, 90• HOOK' AT O.C. U.O.N. o I BOTTOM OF VERTICAL (2) #6 CONTINUOUS lit REINFORCING r N I 3 - #8 • ' NOTE: ,� SIZE AND ANCHOR BC 1/2" GROUT 3" — 12" 8" LOCATIONS MAY VARY AT BEAR • EXISTING #4 6 12 SEE 5/S-2 SEE PLAN COORDINATE WITH BEAM LOCH? 6" X 1 '-2" ,� FOUNDATION FaWI°CO HCRETE 3 #e � , SECTION — FO UNDA TION 3 - #3 oR GROUT AFTER 12 SCALE: 3/4" = 1 '-o" 3 FO UNDA TION SECTION&aA&_REscALE 1 BEAM INSTALLATION ' TIES AROUND SCALE 3/4 " = 1 '-0" ANCHOR BOLT / • #4 6 12 / FOR DOWELS SEE - 0 / DETAIL 5IS-2 NEW SLAB -ON -GRADE #4 6 12 24" 6" 4" a 30"1 a 0 - •— —. Rom•—•— —•—•-- — —•—•_. . • 2.. #6 6 12 0 ' #5 ® 12 / VERTICAL / / NEW SLAB -ON -GRAD E ,' BASEMENT SLAB -ON -GRADE MUST BE CAST AND CURED 7 / DO NOT EXCAVATE NOTE: TOP OF WALL MUST BE BRACED DAYS MINIMUM PRIOR TO / / BELOW THIS LINE. THIS WHILE BACKFILL IS PLACED BEHIND BACKFILLING WALL. / 1 LINE REPRESENTS WALL AND REMAIN BRACED UNTIL / 1 BEARING LINE OF FIRST FLOOR SLAB IS IN PLACE AND FINISHED FLOOR / FOOTING. CONTRACTOR CURED FOR 7 DAYS MINIMUM. ELEVATION 65'-6" / RESPONSIBLE FOR / STABILITY OF EXCAVATION. \11— DOWELS TO MATCH SIZE AND SPACING OF WALL VERTICAL REINFORCING SEE PLAN 2-#6 CONT. SECTION -FOUNDATION , FILTER FABRIC SLAB -ON -GRADE -SEE 2/S-2 CRUSHED STONE I � x—i--x--ax x--a.x—x.__--x--x' x—xd .; °c o °�°� a 410 PVC DRAIN PIPE - 0���� HOLES DOWN - WRAP WITH GE07EXTILE FILTER FABRIC p� O a O p� OCPO Co o .(ZTTP__('T_A P nPA TAT EXTERIOR FINISH GRADE 8" CONCRETE WALL WITH #4 6 12" O.C. EACH WAY PROVIDE DOWELS TO BASEMENT • • WALL PER 3IS-2 TYP. AT p HORIZONTAL REINFORCEMENT o (2) #4 ti COMPACTED ALTERNATE BEARING HOOK DIRECTION IAL MATER 16 STAIR FOOTING SCALE 3/4" _ 1 '•-0" INF-At OCopyriaht Spalding Tousiss Architects, Inc. 1997 } :• �,;' A 4.1 - • I P£R/METER I ! FOUNDA T/ON 4DRA/N TYP. s S-2 S-2 -IT - STEPPED L j ! SLOE TO DRAIN ( FOOTING i ` ARCH.DWGS. I �� I SUB -SLAB DRAIN (( SUMP PIT F2-0 / -- -------'-------!--------------------- ------------------1-------- 2" THICK UNR£/NFORCED I , j ' 1 - �r sue= / = GRADE FIIQISH CONCRETE SLAB -ON -GRADE I _ = t° FLOOR ELEVATION— I ' — — — — — —o -- — — — _ +78'-8 f (V.LF.) — — — [-1' —O"] -- 15 ti (CTJ) 7 I ------- ------ ---L-3 L-3 - 9 , ► / �'' �� I I III !i S-2 0 I ! I F.F. E +65 -6" I I (I, ! I S-2 , SIM. sIM. --------------- I 12" 12'-0" E- ! (E) SLAB -ON -GRADE 13 s-z o ; �r I - - i J L _J[-1'-8 `. I LI 11 _ I I S-2 5 SLAB -ON -"TRADE o STEPPED I o FOOTING TYP. I I I '-----�I---------- I I I I I S-2 N I rj 1 11 i I I I III 2 - - �--- - - - -----�-{ - I I I - - J � � I I I I I ! I FOOTING BUILDING co -I I i,1 r----- -- ------ I I I { EXIST G BUILDING ! I I I I I I I FO ATION WALL EXIST NG COLUMN 5 S-2 El DRAIN TO SUITABLE — OUTLET - SEE CIVIL �,S ( ! `n DRAWINGS �SS�z 1 — EXISTING I i fir COLUMN I ; I CONSTRUCTION CC-1.2 ONL Y 36f -8" 1 ! ! I ! AA AA.1 BB.1 CC A r4 "�_FO UNDA TION PLA N BASE PLATE SCHEDULE. COL UMN SIZE .E SIZE N X B X t BOLTS JF6X15 7X 7X1 2 2 10 J16X24 9X9X1 2110 A'BX31 9X9X1114 2 10 JJ'6X40 91/2X9X314 (2)1-0 1Y12X 50 13X 9 X 1 2 1 1 4r IF14X53 15X11 X11 4 2 10 X14X61 15X11 X 1 1 4 (2)1-0 X16X45 16X8X34 21"0 TS4X4 12X6X58 21"o - �r r 1 I 00 Q% - __.-__'-_ - _.. - __ _.-._ S-4 \ 1 I L;X m o — • • eel x ' I , _ o --rX-= o00 _ ' x - N O O 1-4 O X cc tD 43 I I (N) SLAB ON -GRADE I ' I W10 X 39• W10 I X 33• ' - - - - - - -I4- - - - LI - - --- - --- - — - - - - -- - - - co Co — - -----Hi Co 00 I >C >e >t x (N) SLAB -ONE GRADE In N I o 0 0 0 M 00 I I o I j J (E) SLAB-ON-GRADE- 1 2 S-4 aD �! -- • .. _ _ -_. 7 - - - -_- --- _ _ _ _ -_ _ i .} W10 X _ 1 9• 26 17k W10 X 30 • ' W8 COLUMN >e >e 5/16" STIFFENER PL i EACH SIDE OF WEB TS4X4 j TS8X8X5/16It 5X5X1 2 W10 X 0• 23k 15k W10 X 26' ---� - - - -- - - _ - - - - - FOR DETAILS NOT r: i SHOWN OR NOTED I SEE 5/S-4 WF BEAM I � I ~ ~ iC O O ~ >C O O !! �' t ( + A CANOPY DETAIL 1„GAP -- - I I a - - - SCALE 3/4" = 1'-0" -1r_ 5 X 3 X 5/16 WITH O TS 4 X 4 WITH 1/4" CAP PLATE 6,-2„ I - VERTICAL LONG SLOTTED ' _ -H - - - - - - - - - ---+ - - HOLES (13/16 X 1 7/8) Lf - I WITH 3/4"0 BOLT ,I ARCH'L COVER PL SEE - - - --- - - - - - -- - - - I - t i t COLUMN CC -- 1.2 11 ARCH. DWGS. 3/8 ONLY 0'-1"—=�=—I ` in 4 a -EXISTING I CONSTRUCTION IK TS 6 X 4 1/2" CONNECTION PLATE LANDING, COLUMNS 11. I „ i 1 TS6X4—END " SCALE 3/4 = 1'-0" " I 1 I CLEVIS —SAFE WORKINGI t 1 CONNECTIONS SIMILAR TO 9 1 /8„ ' 4, — 3„; 15' — p„ I 16' — 8„ ' - LOAD WITH 5:1 SAFETY I t I WIND BRACE —SEE ' _ - _ - I 1,_ 4„ - FACTOR SHALL BE 7.5g : I _ I DETAILS 4 & 6/S-5 g7'-- OR GREATER. I_SAT N 7/8"0 ROD ! 8 X. 4 X 1/2 -END PL I-- ;BRICK VENEER i I SHOWN DASHED —PUDDLE WELD —SEE SCHEDULE I TS8X4X5/16 I I CIO X 15.3 AT LOADING DOCKS I I ONLY SECURE WITH 1" X SLAB ON DECK I , L CLEVIS —SEE 5/S-4 C10 X 15.3 1/4 1 1 W18 3/16" X 6" ANCHORING HOOKS L2 X 2 X 3/16 I I I 3/8" STIFFENER PLATE 0 10 O.C. TOP AND BOTTOM — z x—x—r--x—ft—z C 5 X 1/2 7/8"0 ROD SEE ARCH. I I STAGGER ROWS. -- BEAM BEYOND OPPOSITE TS 8 X 8 5" -I 5 X 3 WITH 1/2" f ° SPACE BETWEEN LONG I 3/8" PLATE EACH SIDE 3/8 z3 X 3 X 1/4 — LEGS I I CONTINUOUS AT STAIR • ° NOTCH HORIZONTAL -- - OPENING LEG AT If 5 X 3 SLOPED — _ — _ _ _ b SEE ARCH. I FOR WALL SEE 8/S-2 SIM. ° - - - 1P, 3/8 X 6 CONTINUOUS BETWEEN I N t I 1/4 3®12 TYP. BEAMS WITH 3/4"0 R 6" EMBEDMENT FIRST FLOOR FRAMING [�L- A �(- 5 X 3 I I HEADED STUD ® 18 O.C. 1/2" � , X 8 X i/2" END 1 TO PIPE 3/8 PLATE WITH (4) SCALE 1/8" = 1'-0" 1/4 �� TO PIPE 3/4" 0 THREADED STUDS ` 5„ 0 ` PIPE TS8X8X5/16 THROUGHLOPENING IN 3/8" P THRESHOLD DETAIL CAN OPY- DETAIL CANOPY DETAIL SCALE 3/4" =1-0 SCALE 3/4" 1'-0" _ f SCALE 3/4" = 1'-0" ., fNF-At SPALDING TOUGIAS ARCHITECTS Sraoorporate 6 ETA 12 Farnsworth Street Boston, MA 02210 617 542 4522 tel 617 542 1432 fax eta-ine.com e-mail [NFINIUM SOFTWARE HEADQUARTERS communications Way iyannis, MA 02601 508-778-2000 12 Farnsworth Street Boston, Massachusetts 02210-1276 (617) 350-8911 ,nsulting Inc. (617) 426-2971 Fox ADA Engineering, Inc. Mechanical Electrical 271 Main St. Stoneham, MA 02180 781-279-2800 EDC, Inc. Civil Engineer 30 Ted Lane Southborough, MA 01772 508-480-0225 Seal `FFscaa� � y + 2 �.f Drawing Title FIRST FLOOR FRAMING PLAN Project No. Drawing No. 97218 Date 5-04-98 S 4 Scale AS NOTED Drawn By Checked By M.D. I M.D.A. ®Copyright Spalding Tougiae Architects, Inc. 1997 SPALDING TOUGIAS ARCHITECTS r Incorporated STA 12 Farnsworth Street Boston, MA 02210 617 542 4522 tel 617 542 1432 fax sta-ine.com e-mail s me, 11 v j amm onA d vV FLOOR SLAB _ a r1 WA R UrAT AA AA Icv �E3 1 CC A SECOND FLOOR L4X3X1/4 X -4 ., JOIST SAIYCUT FOR JOINT HARDWARE FRAMING PLAN - o LOCATE JOISTS SD AS W16 OR W18 BEAM BEAM NOT TO INTERFERE WITHA'IND BRACING (E) WF BM AND DETAILS SHOWN— AT li'21 ATTACH BOTTOM CHORD Q Q /—` SECOND FLOOR FRAMING PLAN EXTENSION THUS. BOTTOM CHORD WF' BEAM — EXTENSION EVERY • - 1 OTHER JOIST SCALE 1/8" V-0" JOIST EXTENSION DESIGN FOR 3" X 114 ". FMED DL 70 PSF .... ,,.., . r VI p to TXM AUA rrNr_ d N7) r r 7A A.S'F' i k « S r k� Y•. SPALDING TOUGIAS ARCHITECTS .' � Iaoarporatred � ETA, 12 Farnsworth Street Boston, MA 02210 617 542 4522 tel 1 617 542 1432 fax `' sta-ine.com a -mail } ) i i. 44� INFINIUM SOFTWARE HEADQUARTERS t. 25 Communications Way Hyannis, MA 02601 508-778-2000 - i 12 Farnsworth StreetTcp 'Boston, Massachusetts - • LLD 02210-1276 - (617) 350-8911 Consulting Inc. (61 7) 426--2971 Fax - ADA Engineering, Inc. Mechanical Electrical . 271 Main Street 1 Stoneham, MA 02180 781-279-2800. EDC Civil Engineering 30 Ted Lane .r Southborough, MA " 01772 508-480-0225 , t t r d i i 4 1 L� -fa-98 191rEN9C>tA QC -VISIONS No. Date Revision Seal / I ! F 0 0 ; i Drawing Title t ; t F ROOF FRAMING PLAN AND DETAILS i i 4: 3 Project No. Drawing No. 97218 Date s OS/04/98 S — 6 Scale k AS NOTED Drawn By Checked By M.D. V.D.T. F �■ I ' 1 SCHEDULE., OF MECHANICAL EQUIPMENT EQUIPMENT DESIGNATICIN ELECTRICAL RATING ELECTRIC WORK REQUIRED c� ROOFTOP UNIT �s�e�oc000:•� c ROOFTOP ■s�a�0�o:�,zo�� �odo:•� �A.�lLVA MA MA C�1� ELECTRIC WDRK NOTES PERTAINING TO SCHEDULE DE MECHANICAL EQUIPMENT REFER TO FLOOR PLANS FOR EXACT QUANTITIES OF ALL SCHEDULED EQUIPMENT. ALL �..../ SCHEDULED EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY OTHERS, UNLESS NOTED �--� OTHERWISE. ' LJ INSERT PLUG OF EQUIPMENT INTO RECEPTACLE. EXTEND INDICATED POWER CIRCUIT AND CONNECT SAME TO THE LINE TERMINALS OF THE OEQUIPMENT. WHEN THE SCHEDULED EQUIPMENT IS SUBJECT TO VIBRATION OR MOVEMENT, THE FINAL PORTION CIF THE POWER FEED (NOT TO EXCEED 48' IN LENGTH) SHALL BE WITH FLEXIBLE METALLIC CONDUIT, OLEAVE SUITABLE SLACK ON WIRES FOR POWER CIRCUIT CONNECTION BY OTHERS, PROVIDE SUITABLE PLATE ON OUTLET BOX, OPROVIDE DISCONNECT MEANS CONNECTIONS AS REQUIRED TO INTERPOSE SAME BETWEEN TERMINATION OF BUILDING WIRING AND LINE TERMINALS OF UNIT-- TYPE OF DISCONNECT MEANS AND MOUNTING LOCATION TO BE IN ACCORDANCE WITH INSTRUCTIONS ISSUED BY THE MANUFACTURER OF THE. UNIT. PROVIDE CONTROL CIRCUIT RUN FROM EQUIPMENT STARTER TO ACTUATING DEVICE -- RUN 6) TO CONTAIN AN ADEQUATE NUMBER or WIRES FOR -PROPER OPERATION, EQUIPMENT IS PROVIDED WITH INTEGRAL DISCONNECT SWITCH WITHIN EQUIPMENT HOUSING. EQUIPMENT IS PROVIDED WITH INTEGRAL STARTER..AND ACTUATING DEVICE WITH OFF >3.) POSITION, PROVIDE NECESSARY POWER AND CONTROL WIRING FOR EQUIPMENT OPERATION. �—� INSTALL CONTROLLER FURNISHED SEPARATE FROM ELECTRIC WORK AS DIRECTED, eMOTOR IS.PART OF FACTORY WIRED MULTIPLE MOTOR 'SINGLE LINE CONNECTION' PACKAGE EQUIPMENT FURNISHED AND INSTALLED SEPARATE FROM ELECTRIC WORK COMPLETE WITH INTEGRAL MOTOR STARTERS. EXTEND ,INDICATED POWER CIRCUIT TO ONE SET OF LINE TERMINALS AS SHOWN ON THE DRAWINGS. 1L PROVIDE 'HAND -OFF -AUTO' CONTROL IN STARTER COVER. 12 PR13VIDE WHERE INDICATED DIN DRAWINGS A REMOTE 'START -STOP' STATION WITH PILOT LIGHT. 13. PROVIDE. LOW VOLTAGE CONTROL WIRING RUN FROM RELAY AT EQUIPMENT TO EMS RELAY CONTROL 'PANEL (RCP), 14. PROVIDE MAGNETIC, -MOTOR STARTER WITH 'HAND' 'OFF' 'AUTO' CONTROL MOUNTED IN STARTER COVER. EACH ITEM REFERRED TO THIS NOTE IS AN EXISTING UNIT OF MECHANICAL EQUIPMENT 15. TO REMAIN. .THE ELECTRICAL CONTRACTOR SHALL REFEED THE SAID EQUIPMENT AS INDICATED ON DRAWINGS 16. EACH ITEM REFERED TO THIS NOTE IS AN EXISTING UNIT Or MECHANICAL EQUIPMENT Tfl BE RELOCATED. REFER TO FLUOR PLANS FOR ELECTRIC WORK REQUIRED, THE HVAC`CONTRACTOR SHALL FURNISH & INSTALL ELECTRIC BASEBOARD RADIATION 1T WITH INTEGRAL THERMOSTAT WITH POSITIVE OFF POSITION, E.C, SHALL WIRE. LIGHT FIXTURE ,'SCHEDULE MOUNTING FLUORESCENT INCANDESCENT/HID EXIT RECESSED FR R XR CEILING/SURFACE FC C XC WALL FW W XW PENDANT/SUSPENDED FP P XP TRACK FT T: LAMPS INPUT TYPE DESCRIPTION MANUFACTURER & CATALOG :NO, REMARKS NO, TYPE VOLTS WATTS VX4' 2LAMP FLUOR, DAYBRITE A WRAPAROUND FIXT. #SWN232-277-E5 F32F32 T$ WITH EMERGENCY 2 K 277 60 BALLAST 4' -2LAMP FLUOR, DAYBRITE B BARE STRIP FIXT. #T232-277-E6 F321 F32TB WITH ELECTRONIC 2 K 277 60 BALLAST INCANDESCENT KENALL C GASKETED LEXAN #3600-9500 1000 W LENSED FIXT, 1 120 100 WALL MTD, EXT, BEGA AA PL FLUOR, FIXT, #2614P-277V 26W 1 PLC 277 60 WALL MTD, HIGH HOLOPHANE BB PRESS. SODIUM #WP2A07027BZ 70W 'WALLPACK' TYPE 1 HPS 277 I00 FIXTURE LIGHTING FIXTURE NOTES 1. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL LIGHTING FIXTURES COMPLETE WITH MOUNTING ACCESSORIES TO MEET JOB CONDITIONS UNLESS NOTED OTHERWISE. 2. THE ELECTRICAL CONTRACTOR SHALL VERIFY FIXTURES MOUNTING AND EXACT LOCATIONS AGAINST REFLECTED CEILING PLANS, ELEVATIONS AND DETAIL DRAWINGS. 3. ALL FIXTURES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE,, INDEPENDENT OF HUNG CEILING USING JACK CHAIN, 4. EXACT LOCATIONS AND MOUNTING HEIGHTS OF ALL . FIXTURES SHALL BE CONFIRMED WITH THE ARCHITECT PRIOR TO ROUGHING IN. S. ALL NEW FLUORESCENT. FIXTURES SHALL BE EQUIPPED WITH ENERGY SAVER LAMPS AND ELECTRONIC BALLASTS. 6. INFORMATION LISTED IN THE SECOND COLUMN OF THE FIXTURE SCHEDULE ABOVE SETS THE GENERAL DESCRIPTION OF EACH FIXTURE, INFORMATION LISTED IN THE THIRD COLUMN OF THE FIXTURE SCHEDULE SETS THE STANDARD OF QUALITY. IF DISCREPANCIES ARISE BETWEEN . DESCRIPTION OF FIXTURE AND THE CATALOG NUMBER THEN NOTIFY THE ENGINEER BEFORE ORDERING SAID FIXTURE. 7. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR AIMING OR ADJUSTING ALL DIRECTIONALLY ORIENTED FIXTURES AT THE COMPLETION OF THE PROJECT AS PER THE ARCHITECTS' DIRECTION. 8. MANUFACTURERS AND CATALOG NUMBERS ARE •LISTED IN THE FIXTURE SCHEDULE TO SET A STANDARD OF QUALITY .FOR THE LIGHTING FIXTURES. SUBSTITUTION OF LIGHTING FIXTURES WILL BE ALLOWED WHEN THE SUBSTITUTION FIXTURE(S) EQUAL OR EXCEED THE AESTHETIC AND PERFORMANCE CHARACTERISTICS OF THE LIGHTING FIXTURE(S) SPECIFIED.' AND ARE APPROVED BY THE ENGINEER. .-LIGHT T N FIXTURE -LETTEIREFERRE F ® FLUORESCENT OR LINEAR INCANDESCENT FIXTURE C,RQOR P INCANDESCENT, FLUORESCENT, OR HA.D. FIXTURE W C}i , WALL MOUNTED FIXTURE —0 DIRECTIONALLY ORIENTATED FIXTURE L� FIXTURE EQUIPPED WITH EMERGENCY BATTERY PACK EXIT SIGN SINGLE FACE DOUBLE FACE DIRECTIONAL ARROWS AS INDICATED L1'THONIA #F2RP1 RWLA-120/277 AND ' F2RPIRWDA-120/277. WIRING DEVICES ----SWITCHES 20A.. 12U277V. M.H. 48" TO 0 EXCEPT AS NOTED S SINGLE POLE SP . SINGLE POLE SWITCH- WITH PILOT LIGHT.' S3 THREE WAY S4 FOUR WAY SINGLE POLE SWITCH WITH THERMAL ELEMENT C� DIMMER SWITCH - REFER TO PLANS -'& DETAILS. ®�v DIMMER SWITCH - LOW VOLTAGE - REFER TO PLANS AND DETAILS. Q SPEED SWITCH - FURNISHED BY HVAC CONTR.,INSTALLED AND WIRED BY ELEC. CONTR. WIRING DEVICES - RECEPTACLES 20A. .1 5V.. GROUNDING TYPE M.H. 18" TO (EXCEPT AS NOTED) DUPLEX - WALL MOUNTED DOUBLE DUPLEX GFI@ DUPLEX - GROUND FAULT INTERRUPTER TYPE IG DUPLEX - ISOLATED GROUND TYPE WPC DUPLEX - WEATHERPROOF C ORO DUPLEX - MOUNTED 36" A.F.F. OR ABOVE COUNTER 0-4 SPECIAL PURPOSE RECEPTACLE - REFER TO FLOOR PLANS FOR TYPE CH CLOCK OUTLET - SINGLE OR DUPLEX -- 15A., 12OV., MTD. 8'-0" A.F.F. TO Q (3H SINGLE - WALL MOUNTED 0 -MOTOR CONTROLS AND DISTRIBUTION EQUIPMENT Cy NON —FUSIBLE DISCONNECT SWITCH RATING AS INDICATED Z FUSIBLE DISCONNECT SWITCH — RATING AS INDICATED EjJ ENCLOSED CIRCUIT BREAKER — RATING AS INDICATED 10 MAGNETIC MOTOR STARTER NUMERAL INDICATES NEMA SIZE MOTOR - NUMERAL INDICATES .HORSEPOWER ® CONTROL PANEL © TRANSFORMER - NUMERAL INDICATES KVA RATING Q LIGHTING AND/OR POWER PANELBOARD ® CT CABINET -CONDUIT AND WIRING iBRANC AND FEEDERS UITRY --,itt— CONDUIT AND WIRING - DIAGONAL LINES . INDICATE # OF WIRES (GROUNDING WIRE NOT SHOWN) IF MORE THAN TWO ARE REQUIRED. MINIMUM 'WIRE SIZE #12 AVIG. MINIMUM CONDUIT SIZE 1 /2" (TYPICAL U.N.O.) CONDUIT TURNING UP �---- CONDUIT TURNING DOWN HOMERUN TO PANELBOARD DESIGNATED - 2 & #12G-1/2"C. TO 20A-1P CIRCUIT BREAKER (TYPICAL UNLESS NOTED OTHERWISf12 FIRE ALARM SYSTEM Q MANUAL PULL STATION - M.H. 48" TO Q A.F.F. Pik SPEAKER%ADA RATED STROBE LIGHT UNIT — N.H. 7'6" TO st A.F.F. ADA RATED STROBE LIGHT — M.H. 7'-6" TO C A.F.F. FIRE ALARM SYSTEM ® MANUAL PULL STATION - M,H, 46' TI3 C A.F.F.- PROVIDE MANUAL PULL STATION TO MATCH EXISTING FIRE-LITE DEVCES HORN/LIGHT UNIT - M.H. 7'6' TO A.F.F,-PROVIDE HORN/ADA RATED STROBE LIGHT TO MATCH EXISTING FIRE-LITE DEVICES SD SMOKE DETECTOR - PROVIDE SMOKE DETECTOR TO MATCH EXSTING FIRE-LITE DEVICES © REMOTE LED INDICATOR Dsn - DUCT MOUNTED SMOKE DETECTOR - PROVIDE DUCT SMOKE -DETECTOR TO MATCH EXISTING FIRE-LITE DEVICES. ® REMOTE INDICATING AND TESTING STATION -LOCATE ONE PER ROOFTOP UNIT AT FIRE ALARM CONTROL PANEL Ell WATER FLOW SWITCH - FURN, t INSTALLED BY OTHERS, 'WIRED BY ELECTRICAL CONTR. TAMPER (SUPERVISORY) SWITCH - FURN, L INSTALLED BY OTHERS, WIRED BY ELEC. CONTR. MISCELLANEOUS Q� TELEPHONE JUNCTION PDX WITH 3/4" RACEWAY TO `1ST FLOOR CEILING SPACE. O INDEXING SYMBOL 7 SURFACE MOUNTED MULTI -OUTLET ASSEMBLY - PLUGMOLD 2100 - 20A.. 125V. OUTLETS. i CIRCUIT WITH OUTLETS 6" O.C. UNLESS NOTED OTHERWISE. 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