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1 SALEM GREEN/ ESSEX STREET- SALEM FIVE BRIDGEIOne Salem Green/Essex Street Salem Five Bridge i. + T d� g.- 0 � � i I� yC �p;;]T • •.e T P Q f Y M.JQ AN A ITNF1111 jig IR, 21 Jill 2. AA PA 91 = . R gLgL�{{ggg gillaq I � q6d II; A b d a I AXI i21 g Gz O� M Pf YP' c � � t i SRI r � I Rp q� � n €� i i r r feeQ r r F . fLy . ..g pig 1111AS — � A gill ,� ggg � `€ it phl it . IllYTI Ili _ TOM as is 3ga R d b s !3 v d cnDesign oeveiaarnenl 9 Janua 2004 Salem Five Cents Savings Bank .. ... /"' "°"" �/� RBVi9iall One Salem Green Bridge WINTER STREET ARCHITECTS, INC. j Salem, Massachusetts aa> s.... s,...,. s.,.. a .m 7 3 lu g z pp p , JIB yqy4$'$ ^$1'11111111 5p, FI 01go 'l 9Q � 11 RIM Nil 181 192 11A A Rai 9 � � g 3 I Ail 4 P P IF P I f Ill I I Ill { 10 illi flit i °^ a ll �1 � IAll JillIt € � I I I a � �p ^ ^M 3Y FIiX� s � 9 i I gill I i I • � � I � n� r n v I r� v rr� r n�In� I ; ^ 8 AGA PIN �1 FFF !! 666 E � � Is � J ll 14 14 r aF N sqv Development 9 Janu° zoo< Salem Five Cents Savings Bank Revision x One Salem Green Bridge WINTER STREET ARCHITECTS, INC. j x S°lem, Maes°chusett° ° x.... xu..i, O o x wsn vm�.a/oossou SALEM FIVE CENTS SAVINGS BANK PROPOSED PEDESTRIAN BRIDGE I - EXCAVATE, FOOTINGS SALEM 5 `3 5/12/04 - 5/20/04 US 3 PROPOSED BRIDGE I x I I x I , I x x—x—x—x— Temporary Fence • Police details on days of delivery ONE SALEM GREEN Bridge Logistics Plan SALEM FIVE CENTS SAVINGS BANK PROPOSED PEDESTRIAN BRIDGE II - STRUCTURAL STEEL cvs SALEM 5 3 5/20/04 - 5/27/04 PROPOSED BRIDGE I x I I Mobile X Crane L .. ., I x L Ix —x— x — x x . Police detail I x steel erection X Temporary Ferice O `'' x ONE SALEM GREEN . Police detail on � days of delivery % I x I x Bridge Logistics Plan I x I — x— %— % —x PARKING LOT SALEM FIVE CENTS SAVINGS BANK PROPOSED PEDESTRIAN BRIDGE III - CONCRETE 5/28/04 - 6/1/04 CVS SALEM 5 3 V x PROPOSED I BRIDGE I I. x Mobile I I x Crane I I 11x i x—x—x—x — x— x x e x Trucks x Ix ONE SALEM GREEN —x— x—x— Temporary Fence Bridge Logistics Plan SALEM FIVE CENTS SAVINGS BANK PROPOSED PEDESTRIAN BRIDGE IV - EXT. WALL, FINISHES US SALEM 5 3` 5/31/04 - 8/13/04 3 PROPOSED BRIDGE I I x jx J x x-x-x-x- • Police details on days of delivery ONE SALEM GREEN Bridge Logistics Plan Salem Five Cents Savings Bank Proposed Bridge Schedule ID 8 Task Name Duration Start Finish ay'04 Jun'04 Jul'04 _ A_u_g'04 _ Sep'0 --2 9 16 23 30 6 13 20 27 -T 4 11 18 25 1 _ 8 �15 22 _ 29_. 1 Bridge Construction 47 days Wed 5/12104 Thu 7/15/04 2 1'n Mobilize 3 days Wed 5112104 Fri 5/14/04 3 1,'r-4 Excavate Footings 2 days Mon 5/17/04 Tue 5/18/04 Excavate 4 Pour Footings 2 days Wed 5/19/04 Thu 5/20/04 -Pour 5 Erect Steel 4 days Fri 5/21/04 Wed 5/26/04 Erect Steel 6 Decking 1 day Thu 5127/04 Thu 5127/04 Decking 7 Shear Studs/Reber 2 days Fri 5/28/04 Mon 5131/04 Studs/Rebar 8 Pour Decks 1 day Tue 6/1/04 Tue 6/1104 Pour Decks 9 SOFP 2 days Wed 6/2104 Thu 6/3104 SOFP 10 Curtalnwall Framing 7 days Fn 6/4104 Mon 6/14/04 Curtainwall Framing 11 LGMF Framing/Sheathing 5 days Tue 6115104 Mon 6/21/04 Frame/Sheath 12 Waterproofing 3 days Tue 6/22/04 Thu 6124/04 Waterproofing 13 Exterior Skin/Glazing 5 days Fri 6/25/04 Thu 7/1/04 Exterior Skin/Sheathing 14 Caulking 5 days Fri 7/2/04 Thu 7/8/04 Caulking 15 _ Roof 3 days Fri 7/9104 Tue 7/13104 Roof 16 Demo Openings 2 days Wed 7114/04 Thu 7115/04 Demo Openings 17 Finishes 28 days Wed 7114/04 Fri 8/20104 18 Framing 5 days Wed 7/14/04 Tue 7120104' Framing 19 Rough HVAC 5 days Wed 7/21/04 Tue 7/27/04 Rough HVAC 20 Rough Fire Protection 5 days Wed 7/14/04 Tue 7/20/04 Rough Fire Protection I 21 Rough Electrical 5 days Wed 7/14/04 Tue 7120104 Rough Electrical 22 Hang Board 3 days Wed 7/21/04 Fri 7/23/04 ng Board 23 Tape Board 3 days Mon 7/26/04 Wed 7/28/04 Tape Board 24 Expansion Joints 2 days Mon 7/26/04 Tue 7/27/04 Expansion Joints 25 Painting 5 days Wed 7/28/04 Tue 813/04 Painting 26 cr Finish Electrical 5 days Wed 8/4/04 Tue 8/10/04 Finish Electrical 27 Grilles/Diffusers 5 days Wed 8/4/04 Tue 8/10/04 Grilles/Diffusers 28 r,�" Finish Fire Protection 5 days Wed 8/4104 Tue 8/10/04 Finish Fire Protection 29 Carpet/Flooring 5 days Wed 8111/04 Tue 8/17/04 Carpet/Flooring 30 Substantial Comp. 3 days Wed 8/18/04 Fri 8120/04 Substantial Completion Project: Bridge Schedule Task Progress Summary External Tasks - - - - Deadline - Date:Wed 214/04 Split Milestone . Project Summary External Milestone Page 1 ,e Salem ® Redevelopment Authority DESIGN REVIEW BOARD RECOMMENDATION Salem Five Bank (One Salem Green) - Proposed Bridge PROPOSAL: The proposal includes a bridge connecting properties at One Salem Green and 210 Essex Street on the second and third stories of the two buildings over the parking lot. The materials proposed are glass and steel. This proposal is at the Final Design Review level. RECOMMENDATION: At their meeting on January 28, 2004, the Design Review Board recommended approval of the Final Design proposal as submitted. 120 Washington Street • Salem, Massachusetts 01970 • (978) 745-9595, Ext 311 • Fax (978) 740-0404 eSalem ® Redevelopment Authority DESIGN REVIEW BOARD RECOMMENDATION Salem Five Bank (One Salem Green) - Proposed Bridge PROPOSAL: The proposal includes a bridge connecting properties at One Salem Green and 210 Essex Street on the second and third stories of the two buildings over the parking lot. The materials proposed are glass and steel. This proposal is at the Final Design Review level. RECONIMENDAnON: At their meeting on January 28, 2004, the Design Review Board recommended approval of the Final Design proposal as submitted. 120 Washington Street • Salem, Massachusetts 01970 • (978) 745-9595, Ext 311 • Fax (978) 740-0404 DESIGN REVIEW BOARD PROPOSAL Salem Five Bank (One Salem Green) - Proposed Bridge PROPOSAL: The proposal includes a bridge connecting properties at One Salem Green and 210 Essex Street on the second and third stories of the two buildings over the parking lot. The materials proposed are glass and steel. This proposal is at the Schematic Design Review level. t 51 ' e i LOCATION OF IF PROPOSED ORIOOf y , QJ Q Essex Street Caution: Drawing scole may change when copied or faxed. Proposed Salem Five Bridge Site Plan. September S, 2003 WINTER STREET ARCHITECTS , INC . Caution: Drawing scale may change when copied or faxed. Proposed Salem Five Bridge — 3D Sketch . September 9, 2003 AVINTER STREET ARCHITECTS , INC . �r ,t y . Z ui Lower Level of Bridge - looking toward 210 Essex Street LlW z U It Q Exterior Finishes ® W Windows - Kawneer 'Charcoal' Cladding - Alucobond 'Castle Grey' Ln Roof - Berridge 'Charcoal Grey' a Exposed Steel - to match cladding Interior Soffit and Cove - White Z One Salem Green Bridge 3 Salem Five Cents Savings Bank Salem, Massachusetts � I U Z N Lower Level of Bridge - looking toward 210 Essex Street U W I U X Q Exterior Finishes W Ui Windows - Kawneer 'Charcoal' Cladding - Alucobond 'Castle Grey' N Roof - Berridge 'Charcoal Grey' Exposed Steel - to match cladding W Interior Soffit and Cove - White Z One Salem Green Bridge Salem Five Cents Savings Bank Salem, Massachusetts r 0 m r cD � �a m o ;- ow m �u m Q CD o 0 a- Q x CD o C/) 1 � o CD 1 o Q * o Cn Q- (D n p' o o Cn CD Q- D - cn CD CQ C M v 0 CD � O Q o Q o 3 v = n v 0 p V! C QJ C] C (7 0 m o- CD a) _ CD Q '-< 0 — CD - 5x CD c CQ � r-. CD CD V J C � CD (D _ (� 0 U) _ W (D M cD = (D cn flJ m cn Cn --I (D UD � m T Cn Q (-D_ � LQ Cn 77 (D WINTER STREET ARCHITECTS ? INC. Salem Five Cents Savings Bank lol U Salem , Massachusetts z � E F W xe a One Salem Green Bridge F : W . W . a W F z List of Drawings: Mechanical Civil M 1.0 HVAC Notes/Specs C.1 Site Plan M 2:0 HVAC Sched/Details M 1.0 HVAC Notes/Specs Y M 3.0 HVAC Part. Plans M 4.0 HVAC Sect./Elevations m Structural cn S1.1 Bridge Framing Plan Electrical ' -00 E-1 Notes/Sched/Details @ E-2 2nd FI Power&Lighting a) m Architectural E-3 3rd FI Power&Lighting C aa ) E-4 Diagrams/Sched/Details U A.0 Cover Sheet C1 E A1.0 Construction Plans a1 A2.0 Demo Elevations m 1 A2.1 Typical Elevation E to 3 A3.0 Sections f0 C AV Sections U) O A4.0 Details A4.1 Details 3 � a � Owner: Architect: Civil: Structural: Mechanical, Electrical, & Plumbing Engineers.- Salem ngineers:Salem Five Cents Savings Bank Winter Street Architects, Inc. Hamwey Engineering, Inc. Aberjona Engineering, Inc. Engineered Systems, Inc. 210 Essex Street 209 Essex Street,Suite 300 14 Manning Ave. One Mount Vernon Street One Van De Graaff Drive,Suite 107 Salem,MA 09170 Salem, MA 09170 Leominster, MA 01453 Winchester, MA 01890 Burlington, MA 01803 978-7205810 978-744-7379 978-8402964 781-729-8188 781-4949009 Fax:978-7205211 Fax:978-741-0240 Fax:781-494-2009 w eew rchite ts.eom /1 GENERAL NOTES: 1. LOCATIONS AND ELEVATIONS OF UNDERGROUND UTLITES AND STRUCTURES TAKEN FROM RECORD PLANS AND LIMITED MM INSIDE FACE > . _ NEOPRENE BOOT CHECK AND ARE APPROXIMATE ONLY. THE ENGINEER p0E5 x0T OF MANHOLE GUARANTEE THEIR ACCURACY OR THAT ALL UTILITIES AND P., SUBSURFACE STRUCTURES ARE SHOWN, THE CONTRACTOR SHALL VERIFY SIM LOCATION AND INVERTS OF UEUTIES AND STRUCTURES PRIOR TO THE START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ARCHITECT OR ENGINEER IMMEDIATELY. NAND PACKED 2. UPON ENTERING THE SITE, THE CONTRACTOR SHALL BE NON-SHRINK GROUT REWW98LE FOR ALL EROSION CONTROL AND DEWATERING.AND STAINLESS STEEL CLAMP SHALL ENACT CONTROL MEASURES TO ENSURE NO SILTATION OF PIPE THE STREETS AND THE DRAINAGE SYSTEMS. 3. CONTRACTOR SHALL MAINTAIN ALL EXISTING AND NEW UTILITIES IN GOOD WORKING ORDER AND SHALL PROTECT THEM FROM FORMED DAMAGE AT ALL TIMES UNTIL THE WORK IS COMPLETED AND OPENING ACCEPTED. 1. REMOVE ALL PAVEMENT WERE NEW PAVEMENT IS INOICATFO. OR REMOVE IF OTHERWISE REQUIRED FOR INSTALLATION OF ANOMMI)ALUMINUM NEW CONSTRUCTION. OR STEEL KORBAND E%POSED METAL TO BE 5. SAWCUT THE UNITS OF EXISTING CONCRETE PAVEMENT AND PROTECTED FROM CORROSION BITUMINOUS PAVEMENT TO BE REMOVED. W/ A BIIDMINOUS COATING 6. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE SALEM SUBDIVISION REGULATIONS AND DEPARTMENT OF PUBLIC WORKS REQUIREMENTS. J. ONCE CONSTRUCTION IS COMPLETED ALL CATCH BASINS, DRAIN MANHOLES AND DRAIN PIPES SHALL BE CLEANED AND FLUSHED OUT. PIPE CONNECTION DETAIL S, CON ACT DI3 4AFEJ3 HOURS PRIOR TO EXCAVATION. TELEPHONE N .(FOR PVC PIPE) NOT TO SCALE LOAM & SEE PAVEMENT EXTERIOR WALL FINISH GRADE DOWNSPOUT BY OTTERS SEE 9WlEBRANCH GNf1ECTJRAL CB DRAWBUILDING R=3D.26 COMMON FILL OR BACNFlLL WITH EXCAVATED MATERIAL IF ACCEPTABLE BPACK DOWNSPOUT SiOE TO THE ENGINEER PATH NON-SHRINK GROIiI ONE SALEM GREEN n DUCTILE IRON EE BRANCH W/THUG 12' DIA. 12' DRAIN PIPE BIT CONC. PIPE BEDDING MATERIAL FINISH 6' TO MIDDLE OF PIPE: ND 6'PVC BEDDING MATERIAL SHALL 1=2919 BE HARD, DURABLE CLEAN COLUMN NO 6' PVC UNDISTURBED COARSE SAND ER6' DUCT11_1E QU (TYP) I=29.08 i� NATURAL EARTH C oa at 44 '1 b I(WL)-28.BJ DRAIN TRENCH SECTION ROOF DRAIN CS NEW DOWN SPOUT NOT TO SCALE-28.90 DUCTILE IRON WYE BRANCH d� 30%JB $} I NEW PAVEMENT Oe 18' GRAVE PATCH(TYP.) O BIT. CONC. TOP CORSE 1' MIN. APPLY TACK COAT OF RS-1 EMULSION DOWNSPOUT SHOE DETAIL IJGHT v� r OR PATCH EXIST. THICKNESS TO ALL VERTICAL FACES 6 EXIST. NOT TO SCALE TRANSFORMER O < WHICHEVER 15 GREATER PAV4IENT PRIOi TO THE PLACEMENT rJ 3: dF NEW BIT. CONC. PAVEMENT SEAL AFTER PAVING BIN CONC.ORM TOP COURSE 2' EATIER 3 u WTH TACK COAT AND MIN. OR MATCH EXIST. e Lr� ARD GHT ®8 u o STONE DUST THICKNESS, WHICHEVER 16 SAWCUT EXIST. BIT. PVMT., DEMPSTER CUT TO PASS THROUGH ENTRE ENCLOSURE GAS TOP OF ALL E%IST. BIT. PVMT. E%IST. BIT. PVMT. UNE EL=32.1 LIGHT _ 31X02 E%IST. GRAVEL EXIST. GRAVEL Yet BASE BASE O . .....:::I UGHX 12' MIN. COMPACTED ORT12' OMITS OF TRENCH�2' GRAVEL WR ARG O PLANTER CONIC DRAIN AREA GRAIN NOTES: REV. NO OATS DESCRIPTION I. ALL INSTALLATION AND MATERIAL SPECIFICATIONS PER MASSACHUSETTS 1 12/29/03 TWO k ROOF DRAINS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. 2. ANY PAVEMENT PATCH APPLIED AT A WIDTH OF 6' OR GREATER IS TO BE NDOWS O PARKING LOT LEVEL PLACED BY MACHINE O% SPREADER- DOOR O COURTYARD BIT. CONC. PAVEMENT PATCH DETAIL NOT TO SCALE SITE PLAN 210 ESSEX ST LEGEND SALEM FIVE CENT SAVINGS BANK EXISTING DESCRIPTION NEW SALEM, MA O OWN DRAIN MANHOLE SCALE 1'=10' DATE NOV 11. 2003 0 CB CATCH BASIN BIT. CONIC. SPOTBTUMINWSGRADE CONCRETE 433.6 SPOT GRADHAMWEY ENGINEERING, INC. —D— DRAIN —ND— PVC OO CHLORIDE PVC la MANNING AVENUE D —DS— DOWNW SPOUT —NDS— B HANDICAP SPACE A LEOMINSTER, MA 01453 _ � PAINTE015LAND (978)840-2964 PROJECT NO. OW47 FILE NO. FFJ SHEET I OF 1 CENTERLINE OF COLUMN—� HSS COLUMN ABOVE (IF APPLICABLE) I 1•S CEMlDAINE OF FASTING BEAM 66'-0" 6-0' 6•-0" 6•-0" 6•+0" 6•-0" B'-0" J•-T"S TO FENTERUNC OF NEW COWNN Z TVP. 77/16 TO - U4O. (./I 6•V 6• I I I I I 3 CEYl WF OF 005➢NG BEAN CD / AND BOT. FIANCE ' Z t CONTINUITY PLATE REM 1/ REMOVC l0 WttIOE LACE W BR2x TOP AND BOTTOM VS, WELD TABS I I I I I I W L PLATE O BE BEAM FLANGE PLUS I w 3/8" RADIUSED WELD ACCESS MOTE w ti I I I I I W Z 10P AND BOTTOM FLANGE W v I HSS. I�.r12x1/2 52. I LINE OFI GLA55 OOLUMNX12xi o Z w L) < . CENTERLINE OF BEAM I I" -- W.F. BEAM SEE PLAN o i COLUMN I �e ALIGN W Oil F 6 HSS. COLUM 1/4 W30z99 K SLIP-CRITICAL SHEAR CONNECTION 1/2" MIN. THICK SHEAR XISTING R_ i i/2" x 2 Ca. TYPE B I k O rrTi ° (FLANGE WOTH + i' AT 4-SI ) TAB PLATE DESIGNED BY 52 SLOPE EXISTING U ' BACKING BARS TOP AND FABRICATOR BUILDING of 1 I 1 METAL ROOFDECK 1 S' I 3 y O BUILDING BOTTOM FLANGE. REMOVE I BACK GOUGE ROOT PASS T.O.C. 2 n m 1 ry i M I n j n l M I M 1 n BOTTOM FLANGE BACKING 5/1 qN0 RE-WELD AFTER 1 1 1 I 1 I I BAR PRIOR i0 BACK BACKER BAR REMOVED EL. fi1.O8'f n i m i m i y °Li «oi 11_^ EL. 69-8 515" AT 4TH F ' W GWCING AND FILLET NEIDING. AND WELD IS INSPECTED. 3 1 3 1 3 1 3 1 T 1 3 1 3 3 1 3 I X m1 USE E71T-8 ELETRODES. I I I I I I l I I I W FOR RE-WELDING ROOT PASS I W30z99 I 1 1 I E- h FOR ME 5/16• REINFORCING ___ ____ • LO - WELDS. __--___---- " wl _ — -- ----------------. ^ BEAM — HSS. COLUMN ORDINARY MOMENT FRAME CONNECTIONS W I I F H55. 12x12s1/2 LINE OF GLASS R- HSS. 12xi2x z ° L NO SHOP PRIMER WITHIN 3 INCHES OF FELL) WELOS. REMOVE m COLUMN S2. COLUMN SHOP PRIMER (INCLUDE OVER-SPRAY) IN THE F SU - CRI TO WELDING IF NECESSARY. ROOF LEVEL — BRIDGE FRAMING PLAN 2. A SHOP PRIMER AT "FRYING" SURFACES FA BLIP- CRITICAL SHEAR CONNECTIONS. PREPARE "FRYING SURFACES IN THE RECD 1/4•_1•-G• (7 PRIOR TO ERECTOR TO SATISFY CLASS 'A" AS DEFINED IN AISC'S •SPECIFIGATON FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS'. 9'-10"+/-5°AN I 3. ME FABRICATOR SHALL TAKE EXPECTED WELD SHRINKAGE I INTO ACCOUNT WHEN DETAILING ME BEAM LENGTHS IN CONTINUOUS RUNS. 6•-0" 6-0' 6'-0' 6'-0' 6•-0' Y-0" b"-0' 6-0' 6•-0' Y-2Y 1 f QRV RUmE CLQ NEW ca BC•u/ t0 CENTEFLMY O'NEW CttWN 4.MINIMUM METAL USED T V GULL PENETRATION WELDS SHALL HAVE A I 6 MINIMUM CHARDINGS IC NOTCH VALUE OF 20 D AND E E DEGREES F. "f CENTERLINE OF ACE 0' G BEAM FOR BUILDINGS SS AN ARE FULLY ENCLOSED AND HEATED DURING ME !O Wi510E FACE Ci BRICK WELDING PROCESS AND INSERCE AND 20 LBS AT ZERO (0) I I I I I I I I I DECREES F TH FOR ALL OER WELDING SERVICEE CONDITIONS. 5. ME MOMENT CONNECTOR NELOS ARE TO BE CONSIDERED 'PRE-QUALFIED WELD JOINTS THEREFORE ME STEEL ERECTORS SHALL SUBMIT PRE-QUALIFIED JOINT WELDINGW U I I HSS. isX LINE OF 12x1/2 I 52. I i I I HSS. 12x12% y�U PROCEDURES AND JOINT DETAILS AS PER AWS 01.1 CERHFlCATE OF COMPLIANCE O COLUM • ! ELAS$ • COLUMN FOR ALL ME ELECTRODES i0 BE USED. ANp WELDING CERTIFICATES FOR ALL ME WELDERS: I- I I I I I I I I I O w 6. NEED ACCESS HOLES SHALL COMPLY IMM AWS 01.1 - 1998. FIGURE i2. i0 0 • • m Ig W30x173 W - 4 11" CON ETE SLAB W1 "1 ¢ 6x6-W2.9x 9 WWF. (1" OM TOP) " EXISTING XISTING - SLOPE a - BUILDING ON 2" x 201 a. COMPOSITE, I I 1 BUILDING T.D.C. P1 1 n n y I GAVANIZEDjrEEL DECK ro l o T 0.C. z 1 I I 1 1 1 1 2 EL. 48.36'1 EL. 58'-4 5/5" AT 3RD F •� 13 31 31 31 31 31 31 31 311 3 X y I 1 i i i i T. C. w3GxI73 EL. 47'-0 5/5- AT 2ND F — — — m W ___________ ` LL y V / _ WU v MSS. 12x12%7/2 LINE OF ELAS HSS 12x12% u C a `�wo COLUMN 52. COLUMN 4 G S LEVEL—TWO AND THREE — BRIDGE FRAMING PLANE(E ca € 1/4•=1'-O• 1^ 6e•-r./- SPAN N' -6• EXISTING HSS. 12xi2xi/2 BUILDING COLUMN HSS. 12x 12x o Bp-i COLUMN i TD.C. o BP-1 EL. 31'-6" AT IST LR. - ------------------------------ -_ - I EXISTING PARKING 7'r TO FACE a o BUILDING EL. 31.18'± FOUTEp"Ana GWAu I o I �a I mT _—_ —__.______—.____--__—______.__—.—.__—___—_—_—_—____._.__ —*—HSS — z w I HSS 12%12x1/2 HSS. 12x12% s°LIM" LEVEL—ONE — BRIDGE FOUNDATION PL ;M" tE 51 .1 7/4"=1'-0" 7 A B - sr-la'+/-SRW .• _— a'-0 3/C 49'-4 1/4' —Remove/replace a listing fan coil unit, typical both ONE SALEM GREEN floors, see meth. drwgs. 3 Existing column, typical 2THRD FLOOR I r ,w I I Glass curtain wall, Kowneer 1600 with Law-E, u _ _ �� Frame (Typical) U Winsulated safety glass Demo existing wall z ,W _ _ _ _ _ — _ — — _ —— — g Welded hollow metal frame — - - - - - - - - - - - - - - - - - - - r+ \ 2" pointed to match wall = 1 _ _ color- - �� E Z _ - - - — - - - - - Tempered Glass — — — _ _ _ — — — --- _ — _—.— — — _ _____ iw 1 3/4" thick solid core W a _- Existing column t remain — — - Wall mounted tlow':operolor switch - ---- ^ door with stained clear 210 ESSEX ; "q _New door in new all with punted GWB finish _ _New door m new wall wlh painted GW8 flmsh' finish mahogany veneer to 7 STREET - Center.doors on match existing doors and U ^ THIRD FLOOR Wall mounted doof operator switch - centerline of bridge _ Carpet, see fnish Notas: A7.0 \\ tempered gloss panel Q — - ---I- --' - - - - - - - - - - - - - -L F - - _ ---_ - -_- - --- _-- � - - - W r 3'-4" x . - —— — — — — Typical Doors 001 through G04 ^ D Edge of soffit w/ cove Ilght above Existing walls to remain, typical w P3 x — Face of existing dg. w/ expansion joint .: Door Elevation E W x Edge of root aboi I Hardware to be passage set with . Lz : Existing fan coil unit to remain — — — — _ _ _ electro-hydraulic operator activated by F I Face of existing bldg. w/ expansion joint _ _ recessed wall mounted switch Existing wall to relnain a U er ev I ride Ian Typical Door A1.0 scale: 1/4"= 1'-0' A1.0 Stole: 3/6"= 1'-0" a Glas curtain wall, Kowneer 1600 with Low-E, Existing column, typical 1 Carpet, see finish Notes: A1.8 Iw insulate safety glass —� - - Y .w I I ONE SALEM GREEN r ISECOND FLOOR co co - _ — — -- - - — - - - -= - _ — _� I ) New door ill all with pointed GWB finish Wall mounted door operator,switch- Interior Finish Notes: 210 ESSEX i ^ W1 -__ Carpet floor, see finish Notes. A1.0 Carpet to be Designweove "Z6319-Lido' by STREET - - Metal laminatebeamflange ' Shaw Industries, Inc Color: "00456 Blue '0 j.Wgll mounted duo operator switch - cover,-see finish Notes Al 0 _�— Lagoon" Co L SECOND FLOOR — -- - -- - -- - -- - — _ Metal to be Formica Solid tal - - _ - — — —_ _ _ _ _ /Ifi06 Brushed Bra stone Aluminum finish U) m All exposed steel to be painted, color to [ 4I New door in new wall with painted GWB finish 1 I match extortor aluminum panel L Edge of soffit w/ cave light above 4 V � ^ Existing walls to remain, typical Edge of trim over steel I 4) o beam, lower level lonly. Face of existing bldg. w/ expansion joint I LL @ Face of existing qdg. w/ expansion joint n Centerline of steel framing T 2 Lower Lev I Brid e Plan Co e g tn0 � A1.0 Scale: 1/4" = I'-0" Edge of b dge a ver l -- Ex=sting column, typical 71 _.�- --------------- Ezis6ng retaining wall and stairs to remain - - r Downspouts, typical both sides to drainage ONE SALEM GREEN system, see Site Drawing C-1 I e ,zr FIRST FLOOR 210 ESSEX STREET r� r R f+ FIRST FLOOR Patch existing/ re�lace y damaged concrete slab Replace any damaged landscaping, typ. and pavers o- T; - - - _.r;, ---------------- Steel columns <ladddd in rigid Steel columns clad in rigid insulation and :OU be alum, um insulation and alucobond aluminum Nodding cladding - Face'b'f existing bdg. _" Face of existing bldg. w/ expansion joint Recessed So(fil.JIihts oho �1 Ground Level Plan A1.0 Scale: 1/4" = 1'-0" m N 0 o p o m a s a o n O= _ YY Q C S I , N I I O y y Cb x — X 1 , r-_ _—_ --__—__ 1 — -- 1 ------ —1 t 1, y -- ----Y 111------------ 11f------"1 IL_—___— IL _1 I I II I ,___ II II I I II I I I I I I I I I I I I I J1 ao x I o L o a ° �. a 3 — 3 -' In a a o a o X o n aL, mg 0 9 a a 3 3 N O � I m I rn < I , 11 �• a r 0 x �• r- I111111^717,1�I'lll'll�ITIITI il, _-_ ITI^IT PI 4_____ IIiII? rTT,mI I _____'1 111 IP,ITI 11 �I 11111 11 11 qIlIl11I11I11I I hI L l l 11 l lb 111 II11 111111 1 Irt 1 117'11.11'1 1 — III IRI, — 11117 Itl t-1�— — ,11111, Z n1,lLWW,d.,il,ILWLL IWW ___ n t I I u I u 11 1 n I o 11 n 1111 Al p I IryId1,I7hILl Ilh,lil7,lilillil Ih11,hhIli II,IJ 1 ,1N� SIIIIIIIIII r==saw il,�lllj11 If =1117,111,1111,� .11111111111111111 111111111111111111 1111111111111111111 S lIIII7111111y111 1111 II 111111111111111111 IIII II 11111111111111111171 111 �lilljljlljljllil IIII II Ililillil�lliljllil IIII II 7771111111 IiIli11111i1 III. RI111111Up111, III II IIIIIIIIIIIIIIIIIII III1 II IIbI1I 111JItl1111, III TT III,ylyyp,l, IIII II �,1,11,yq,yllp, IIII II Il,ryn,ynplgp, III O1i11i1i11i1i11i1 �-IL IL=== �Ililillili111i1i11i1 111VNINP,171 T_� �II7VIPIIII9'1171 �IPI111' 11911PI _ 1FyT�'rTl'�j(ryyhTT'.. ,n1111111u1111 1111 n— yyil111e11111111 1111 ll II 111111111111°111 Ig — 111/171111 7111 n�11�111�11111111I111i AII11111111111i1 I II __ W1111 _yW1111111111111111 I�I I IH~ 11111111 111 Irl Ij1 „ ��/1 IW,ILW4L11.IW WI.LIL ___ II.WIJ.IW ,__ ,il, 11LtIJ tltt _ _ L I 1 33 o c < S n n 0 3 E AI,yy 3 y 3 P o yy a �. o yg c2 S. o n � qq fld qq pp pp p F n o 3 3 " n 'm i v ` •'"� 3 i g `� R i i o 0 0 Osmo EI"alions 2 9 2004 LrAXI&74 1 -0].o D Salem Five Cents Savings BankN One Salem Green Bridge REET ARCHITECTS, INC. Salem, Massachunds ...1. s.I 1. 30.. s.1... u. Qo M'S�Ro7M Y WDY.a11 Q�Q j qgqA -i 00 7 E N pap FC y 6LL 1 - '3._• i a O $ �o Hasa �$ i iepo �� `w_orto � 3a 0. a SL w, u w, f*7 $3 guj aop nmAU ^ w N $ wa 30�3 d os 5 w°. 00 x 3 °0 li n a N N n_ rTj y+ o + mVI , (D tip \ \\ 0 I �D I I I r';>> m Q N N o a 3 3 X a^ cc CD _ °o 01 3 3 0 TI Z M v 3 > D a RQ cz E. z n m Ro' 0m cn I I I I I I I Elevation2 s 2004 Salem Five Cents Savings Bank `"%:e'e /" ' -0 24 0 DRecision N One Salem Green Bridge WINTER STREET ARCHITECTS. INC. Salem, Massachusetts ..e 0 0 reaeeeve/r.•-vaos N'S�P.olecl r meY.011 I t I ti I 2 ^ 4aoo z . >aw,o,.,.ao- F :^ U - I I I I rWH. q xo^ ASt Axt 5r-lor Von Standing seam vaulted e'-s 3/4' 49'-a Vz Matching metol flashing F = metal roof tied into Standing ^ Matching metal flashing lied seam roof into Standing seam roof is P44 a Standing seam vaulted W metal roof F W - - Z Matching metal flashing tied into Standing seam roof I 77 77 Existing Ceiling I 9 or to Wall/ceiling expansion joint J Existing brick to remain New doorin existing wall I Gwb So with covelighting Wal ceiling ex nsion jai Brick infill at remaining space (reuse existing Poll d steel column New Oor in num wall (align w/existing _ brick or match Twoestar alumina curtain-w II 1 Floor/floc expansion joint system, wneer 1603, with W E Patch exiafi Gwb SONI •' ? Painted steel beam, Safety GI ss, typ. exposed on window swn rlew Ext ling Ceilin Y side. • FlO r floor ex nsion join CO :... ... :..rv. -.......,. 1wa nm s. Existing Ceilin Painted steel beam, 9 g exposed on window side. C 0) Wall/ceiling expansion joint Gwb Rt with ve lightin I > ,_a Wall ceiling expansion join Painted sum board CO New do in existing well Slope beam be nd, sees ct gypsum N m New oar in nm� wall (align w/existing; Y ceiling, ductwork and cove Pain d steel column Bea flange co r with righting, typ. Floor/floo expansion joint meta laminate iah P ch existin Cwb Soffa Y Y Y _ Exi ting Ceiling Two-storey aluminum curtain- C __________ system, Kawneer i6lm, with i S.wia now y „ -- / - tai Safely Glass 0�rx -- __—_-- Sol Doe. ol naw ---- ------ --- > > Exterior a pansion joint, typ. --- — EL � w I ----- Sides al bottom deck, LL soffit, and columns is Sides of Nom deck, Exterior expansion joint, typ. I Y ' 0 I wg d pinsulation'3/4' soffit, an columns tt' plywood, and CO C E g wrapped in 1 1/2' ? Existing wall to remain Alucobond metal rigid insulation, 3/4' cladding. N O u4 plywood, 3nd 9 Alucobon metal New Insulated glass in cladding. remaining existing opening N I e O �. I I rnn nee. I o _ n 'S zn � 210 ES EX STREET I I I I 9ae aw.31.15' e U N Section Section A3.0 Scale: 1/4• = 1-G' A3.0 Scale: 1/4'= V—o' A3.0 o Matching metal flashing U tied into Standing z seam roof Standing seam vaulted I Ep ' metal root E-E ; Out line existing building to U I remain 14 ^ vicef Standing xpm vaulted ,Fi ius w.:7439• _ me^al roof U ^ I Painted steel beam, — exposed an window ,•. Ey ., aide. W - W . Pointed gypsum board E- ceding and cove E- New windows to II / New Insulated lass in I Two-afarey aWminum remain, typ. / remaining existing e ; curtain-wall system. Existing opening g Keen.. 15500. del W Low-E Safety Gloss E^ Afetal louvre to remain 1--� Supply or duct, slot A .Z I I II diffuse. on both Two-storey aluminum curtain-wall 'des. rr _ _ stem, Kawneer 1600, with sae a.^m.ae' Low-E Safety Glass Gave 9gh9ng, .N .,i.> LKecontroI Cow 45 New metal louvre at relocated neer and mechanical unit apnnki.r the d along New Insulated glass in t_ pd 9 remainingexisting Painted steel beam, 2 Inside of beams opening exposed on window side. - q / II Painted gypsum board w ro ceiling, ductwork and cove _ lighting, typ. _J J Out line existing building to C remain flush with Wge o/ W I I L brag°. W N > a Parking Level beyorM M Sides and bottom of eY bridge wrapped in 1 N S_ I I I 1/2• rigid insulation, I Q) 3/4• plywood. and t d Nucabond metal cladding. U V E I- LLT-T, FJ CL N]CUSOI + o S N y N /^, Section �1 Section A3.1 Scale: 1/4• = 1'-0• A3.1 Scale: 1/4•= 1'-0• o A3.1 Ym Ra]F MTM, PANEL LED CURrED STMIWIG SEW PNNTED METH P.W UI E 2 LAPS AT UA CONTIR ILS la.WD RaER vl°D MEMBRANE SEAM Y CONTINUOUS VINYL UGHT GNOG �PETMYWE STEEL ROOF 4NGmNc T WEATHERSEAL �• IRRrt CWGE 4RM TRMIK.a.ER SIFII ROOF MBR,SEE NOTCH LED AND NEID FORM yThYM.•IIMIMy gMMM.S PANEL PAN MOUND F45HIN0 r STARDHO SOAR MvaNm wP PAINTED METAL SHEET PROTECTION PANEL 16" WIDE U MEMBRANE UNDERIAYMENT 1/2' FASTCNFRS, SHEET MEME1. H. sQ MTK rM IOM 1vDF FTRf RAseAm uAxWlw ExP,w_SON OF Z0 °'C- WATERPROOFING PANEL i 1/2 MUD BLOCKRAG UJ CAVE FIASHMua, A•END vJrs Alm AT EVE OVER 3 4" E IxxnEE I¢AND W1FR snD NOISOME CON INUCtIs CANNA(AT acts PLYWOOD U OAR EMM I.°°°` NAILER W - .. COM. STEEL LOCK x = RaDOC°""UOUSauAacFIRE i�TEOM SOLID CLIP va ` PMnEC SAG Nus.FROu.E TYPICAL METAL ROOF EDGE FLASHING DETAIL TYPICAL STANDING SEAM DETAIL H i CONTINUE ADANUM COMPOSITE PA1F15 AT UME Metal Roof Typical Details = H CpneRglrs+'uDE MR Atm INSECT SCREEN Aa.O Scale: Not To Scale U)ccw . a AVMA M DEDE PNEL WL M1f11, W u TAfll-SFE OEDL Joint DIV,- z . gM M' TyP^AL SeRlml RT^t INp1A IP Mh Il [-I ^ ALT.nRILI aIRTALrLML TRAAM' Be T/2 Jo t Nidm uIS.T/2' rs 2' Secloot Y N Bona erects TDP. R-]a eaT RAAAlE1N M Bark✓Rod at 2= E\�i PoIiMMM vAFDR c W 3•.- sFMm TD umEAME OF yes mA IE MAATKS am enim PMH1M SNF¢BFML s¢STY)anAl4 C ,R.tftla mateHal Per a a � sedmt monulocturr'e Typical Eave Detailee f b.d DlionR ( Bene er.eAy MDIPAF9 Alum. 'Al'R^^Rm cwET RaIRN R1Aw aER OsoOE Due Shp. tt R'"n"'Tr`". Typical Sealant Joint Detail = D1Fa GS w EGO. IRw.� t METRL vRRxR1E PA@I w nn°m v.En Conlin...tB.SRkane cRRfoot BR&NtIL Scale: Nol To Scale m CLE THOO METAL PRAWG Sedant eeaaz P.Ef. 7 Bods qE.q m�ML a.1iW.mp, DRR 795 M PecoeR BBA P.iJ. Tb]or Tr.CLrtaM1 (f) Sectbn A-A RW SedmLt. AIAMMARYTINiRLvsnTAVR L FRAMG s1s1MA C SFNMT Raert,TPMfK Co 'L Typical Running Metal Trim Detail N m INiR GVWE METM Wl FPNOA D rRu RrwMT RA1E mMn TD A4.0 Scale: Not To Scale m rREN, [ p atm aEw.DFF smRLTMPAL aeoWas �1i� p p V r-rf AIUNNUI UfY^SIE PANELwL smOL U V 11NM.-ME MDL D/M➢ RRI-E(¢IP) t I/1•RCfa NAMIYXL R-]NK W n sHFi IISBRME K MO RRI-A(WP) >_ o 1/2'FRE RETARDANT TIRFAM nRAOM LL (p EMM G ALIlCC9Mla E Typical Curtain Wall/Panel DetailTL °� g 1/2" FIRE RETARDANT u Aa.O Scale: 3"= 1'-0" SHUNMGLMOOO N O FASTENERS AND HARDWARE PER sRn cauw I[la1R,SFE snaA.T.IwARus MANUFACTURER'S ADLRLY ME DE PN4 Rvu min, RECOMMENDATIONS IYPKM-SCE MDL 0/M0 1 1/2'Race FB DDD,R-]YX. �•TTS•. 9�RI m 9EFT YEIBRME N!MO _ R1' r y Tri'FEE RETNRAB TREMED PETARD I 1 0 x .w T LIGHT GARDE METAL I FPI.Wr WITH BACKKEER SELF ADHERING SHEET m ROD. TYPICAL RIA£T OR SCBE MEMBRANE NR AND n uM.Mr iDRtr.lTtx-A ALUCOBONO VAPOR BARRIER p To CUP(TTP.) FNONIAND LYLWx IRIMxGR111N1 wNm suoOlx Flxlsx AOR l]YMF°IM miss.m. uucaeDND 1 t/z' RIDGID p D sv FC,,M HEENT YOIDWlE Ym INSUUDON, R-] MIN. G p ILAIa wmC,TN. o p o D p D Dp v � - L'RM JREI Typical Foundation/Panel Detail } Aa.o Scale: 3" = 1'-0" /'D-I\ Typical Aluminum Composite Panel Detail Aa.O Sale: Not To kale A4.0 !T u p y lot F a A A O u � _CD o o JAI 1 8 9 � 1 77 - - - - - .77/ y soils : e zoo, Salem Five Cents Savings Bank Fe%°'0 /" ' -0240 Revlefen One Salem Green Bridge WINTER STREET ARCHITECTS, INC. Salem, Mewcchueette vnv c.... st—k. s.n. 3.0. e.1—. u. 1 0 , v v o reoee:v.e/v .. -ae.e ws�,rmNn I oouu.m I GENERAL DUCTWORK no Work covered by this Section of the SPeclfleotmna (the 'Project) consists Ion VOMs: (2-1/Y and smaller): Bronra body, stainless steel ball, tM1nadee or e .I pleasing oil labor. equlpmant, appliances red materials. and In performing DESIGN INSMIAWN Denied ends, pressure ratio to match IM bemenie o/the adjoining all operations in connection With the installation of the new heatingand g OULT SvSFE(1 AIATERIaI. PRE55. T9E! g° g , stainless J d ends. (]• U ventilation systems n the project. (iN x) THICKN65 and toper);Cert iron body, brome mounted, stainlna steel ball,flanges ds. "jy pleasure rating to match Me wquiremen s of the adjoining pipe. Dail valves shall be P• io Installation of the systems shall conform to the requirements of the SUPPLY DUCTWORK MLV SIER 2.0' f'WRAP manufactured ay Jenkins or ma oved equal. M.....huaclte State Building Code, National E Irk: Code, f -BCS Coda 1, REii DUCPAURK CALV SIFII 2.0' 1'WRAP $ E e Energy Comervatian, NEPA all .ppM.ble [odea and owe of Me city of Saturn ENINUSF uclym CJJ.V S/ T.0• Swing Check Volve,: (2-1/2' and smaller); Nrwded ends, branze body, bronze disk. F he oUer ,brief. handl, jurisdiction. 'MV kik HVAC Duct Co.truction Integral awt wooing chxk. preseuw rating to mates Me adjoining pipe (3'and T� Standards,American Society of Heating. Refrigeration and Air Condifti.;ng la G] Engineds (ASHRAE), and the American Confidence of ewenme tol Industrial eery: Ha,ged wee, iron body, igo mwnled, boned [warm bronze regequire e or k-1 Hygianists. a oc disk and e.l Rrg. wing heck premnu cture W match led requirements C^ a Ne odjaning pipe. CM1ack wNe.eM1all be mono/acturM by JmY"ra or approved! �• e Scope of Work shall include labor, Premium Um[, mated.m, 1.1% equipmenl, f.)Work antler.Iso eec,ion uuWM.W 6 .t fest.to pwridng du[tr, No . Utranspa herein rt.Ifl scaffolding,car laie In and rigging, etc. to Portorm the work as whandr sed flw dwnpn. ax.. dodo, 11fir.n registers, 9Ab dnd herein paired lar a complete Installation. ad...orry work of wry W o nxe.ary to make Me air CatrDu0en Gobe or Wright Viers: (2-1/2'and smaller); threshed ends, bronze beef, unbn v Intent K is the inlan8an of these Ycato. aro drawings requ systema Nroughlet the bulling templets orW rood;far satisfactory benw Ynstainlm .text p1w. (('all bgar); Floured ands, O Y fixing stem.iron n equipment to M lumiM1ed complete snare rga tea Le Mw apaal:er. ry respak and thus retracts,shall prof, ton bronze led. awMla a Mor adj bronze e.k all seat rias, is furnish II equipment needed and usually Iumisi ed in connections With such 2.)MI ductli shall but canehucted In conformance .11F S(IALN4 duel preyvure rating b rv[U Uv requirements a ted adjoining plea Gbbe and angle W system.. Equipment haled.). and .did. Incorporated in Ile Work shall be cdn,trvc4an standard. br Me pnaaw.indrcated In In. faaub. wNev shall be manufactured by ikedna or iquelo ee equal a new and in Me beat grade of their reapedive kinds for the type of work • Ee inwlum- ill contractor shall become famT r With the building and all systems a) NFPA Compliance: Campy colo ANSI/NFPA gO1 'Standard for tie Haas End Drain Vale.: Own., solid wedge, non-dHng ,tarn, gate or angle type, w $ or is assxided With Ne project Prior to fabrication. to avoid any additional cost MabwaMw of Ar- Conditioning all vwlnurng Syst[mr and M51/NFPA female NOT inlet, male hese tread .Wet, 150 gig. Fumim With bonze sup and 900 "Standard for Was Inrtalla5an of Warm Air HeaMg ON chain. Drain vohw Nall ass manufactured by mnkns or approved equal. Quality A.urance: Comply With all applicable federal and state tall and GII lor-Condtbning Systema: ofof local odes, W ; D -IWa d ordinances. Where previsions of Me Contract 4.)WgIWJlna1;ante and listings shall M made of PlHaburgF Look Janta Vent Valla: Provos Vent. Valwa devl9ned o sunt adomatically by ins float prindpls. EH Oocumants conflict with any coda, mixedantl regulations. Ne totter ahold -1. vpociff."pthensk.. Increnae in duct amen ia.in the oncGw Valves shall have stainless steel floods and cast Iran bodies with problem ratings to N rywem. Where Me contract requirements are in secure of applicable odea, df air flew shall be made .0 "nartkn, fort excaaap 1 in Y;decreases match Me requirements of Me adjoining pipe. AI ei a shall have NW inlet one les and reguicUDln, the contract provisions Nall govern unless Me Engineer net exceseing I In 4'; Supply duct para, ora 12'wide am to be exn. oullN connections. p Ido gate verve, for isolation. and tori cock Vent valves atoll rules oMe.me. Requ.l inspections from utfuriVes having jjurlsacUon, obtain OR permits and Day for all lees and inspection certificates applicable brown tl od 1. net e dims breaking o! npatin pressure exhaust and alum be manufaduretl by Hoffman or approved equal, and/or required. NI Ponnto d certificates shell be lum[d over to the PormillW. .vane. at Me C.mD)el on of Me work 5.) liucl Sedent Duct extant shall be of a sun-hiabovirq, wnflammabk West wrygC malts". Swam k must be M approved fel use in w FIRE DAMPERS Zetax/Nananty: no HVAC Contractor shall submit manufacturer's pre.uw aucMalc M ducbork .Ian%be sorted camplatier -.In, b {lis dam anal meet Iota) cod. all Ne wartvnrs for neva p SMN2N standards, a en trop .junto and hngXudina pen requirement.al the National fire products as Specified in Mk st tion. The HVAC Contractor ProtxUon Standards contained in pamphlet 90A .hal warrant entire system for ens year from owner's acceptance. Al 6.) Wd Cement Non-hardening mproWg mo tic Or.quid nwprene posed wonanUes shall be submitted to the swab r prior to filed paymwt xi (types applkaaN for aides)es compounded Locations of the rre dampers anal M os aheWri on ted Erawfngs o and-modules ey mwNMurs xifs apaH Ix aementlrg Writing required by�der. Dampers aha. be approved far se In pa tdans MM CJs Record Drawings: Provide record 'oe-WIN'drawings an AdcCad-R14 or wmponmis w IanGM1rdIM,sem. I ductwork rexiaience titgw of two boon in asserwance with NEPA pamphlet No. AaaCad-2000. Fumbh a. at of eleco.nk files and wv Out ad re roduaLle 7.)F ow ductwork,top as Smiled o 5'-0'is leets Ian for) coanecL'ona 232-1979 ell UL-555, July 31, 1973. arw10, Mal .sty antl ....mbly document led brodu ion. W love s, finder dM dmf-- Dampen shall be animprd to clone automatically and remain tightly closed Equipment Submittal,: Submft lar approval. copies of dewriptM Reasons &) Rafee to buctvwk Insulation Sp eillwtk r"far Ineuofion .lar upon the opei of a UL approved fusible Erik ar doer appmved hes gnkg pmWormdnce data, physool size siding diagrams, capacity, materials, etc. !methods, deducted device, kedled Where nobly o faded by My abnormal ries of for all .twat. and eeapment ,pecifM herein add on the drovangs. temperature in Me if Fusime links shall have a temperature retain of W Y degrees F above Me maximum morel duct OeeraUng tehperaWrc, but not W. C Substitutions: SubstituUons of "afferent and materials other then Mew. shown Man 165 d,ren F. an Me drawl,. f named in Me pxificahey ey be made only With Me edition approval ofthe anur ginr Whom reserves Me night to require adequate Fin dampers shall be installed ao s to provide carrier to pa..go I air when M W proal of Me quality o1 the substitute before Pognitting its use. GRILLES, REGISTERS AND DIFFUSERS In . oWased p.o0m. Dampers ,hail be nslanad s. they will be deli wppedng in of dud destrwc/'en due to neat Care must be exe[feed Mal Me (() When c.trador propos. to me an it.. of egapment oNer than Nat FamiN d instal) diffueefs. ngladeel and gal. for supply, return and exhaust fame case be ad civ that Me dosing dMce will but bind spxirny d or detailed on the drawings. Which required aredesign of Me sulfate leof size, type o and design s shown d scheduled an Me drawings. These fire dampen shall M Installed In accordance with manufacturer's structuri partAt... f.undatonx. Wiring.xPiping.or airy lhar part of Me Equipment shall be tested and rated per ASHRAE 91-70. Equipment shall inshuc0en and UL-555, paragraph 13. [ 0) mechanical. dlfk leeal, o architectural Ioyoul. all such redesign and all new handle air quantities at operating velocities. drawings and mtaling required therefore hall, with Me approval of Me Lght fitting access dean shell she rov-Wed for c a cnsWity W each damper 1 architect. be prepared by this contractor d his own expends. 1.WIWithma mum diffusion Within the apace supplied or exhausted. and fusible )ink for Inspection and maintenance. Where auto roved deviation a different 2. Without objectionable air movement.[ �yn ryw .pca requires quality and anon ret of 3. With sound pressure level a to es red NC W. AI fin damPon shall hors Written approval from tical authodtid, VA W drawings, s,VI Me and equipment from Md specified al Indicated on Me .'fu ls pipi Me approval the supports. Insulation. nsulati c.combror moll furnst.. antl instep Soppy, atom and exhaust atlas Nall hese o snow matle tlampen ntral The coninal cp must test e% rn dampen will Uro Whence of Me aphilect (n C any such ding, dd clu.landaInther ad wnt.11en, melon. darter. Dom tbe front. Soppy lee res shall novo two sm of directional thew control salon Mol approval of Ma dudWark an be 91vea Me synd Wiring all wnduL and wry.Mer liar, al equipment squired by baa st oro ury vi Me wmv room lea wall be of the come type Me ryrtam. at no share ca 1. the awn.. antl style to preside .rMiledxa ualarmity.a Al fin .earn a shallm net attaches Non wall registers snail nova biases and of IM L airsesm Uall .II be omNaclured by Ruskin, mold iB02, or apDrwed 0 V,pq SEISMIC RESTRAINT c nesregistersr.9iwteand aindaen anon as manufactured by nut d apro pved .qdm. kJ equal. NI piping, ductwork all equipment anal h habitual one certifies o remain in AI ra. nommen attochetl n Nan wan rR isks. Nan have modes In My > E � Wee wMn .abjaated W a wismk Ives. flat leas Man D.s' to Sidi PIPING, VALVES & FITTINGS approvem dna ,nal M manufactured M Rdeidn, model lUOT•Mh6n:d ) acceleration. AI work Noll comply o led Ua.arhu.tts state Buioirg approved aqua. R Cede-700 CMR, EarMquaks Control. Uaariab: NI Mlles water, ha orator and conde.ahe piping grader Nan 2-1/2' _ Mer aarir iz .hall be xhedale 40 back .lea,ASN fired. B.A-53; eeemin, as of res.Waded TESTING, ADJUSTING & BALANCING �'rwzk o of 1.At ducts 01 a Crura sectional area of 6 square fed and urger (ERN) for pude,O and under.all woolen for eipa,greater Man 4'. Type L Mrd The General Coll rostor shall obtain the aero. of an Independent NOD or V/ e 2 At roe mounted equipment drawn tempered capper tuning conforming to ASN B-68 shall be used for chilled MBC certified balancing and /estlng subcontractor engined to balance all neva 3.At rune of i udwork of 40 feel and longer having a hanger add, hat Water and condensate waor piping 2-1/2"or amel(as. Al wlwm piping and/or existing equipment and air dislrlburn systema . herein specified E length of 12' or more an any aerikei of Me run Nall be schedule 40. block Ailqui A-53.NI steam wndenwle whom piping ..If be C g Bradng: Ductwork In ..0.. of 40 feel of ,freight min and having schedule 80. black ASM A-53.At wfrigordidn piping shot be type Y copper ACR no balancing report porta shall also record design m actual total dm, total static ,Wg O -aa hanger length of 12 'c. ore an any part of Me slanight ran shall have w9M1 brazed;aims. piping connection. to condensing unit shall include aigm glees. Pa.aun, fan let and tial pressure, tae a motor pm, for mega and VI j trove.. braces at the ret. of ane brace Por b fact of .Dvight run. filter-eller. voltage. The balancing sholl be ducted in accordance with NEW. WctWork Ina of 80 feel of straight run and having o hanger A wfe and substanial m of ase xted o1 a" balancing .dill Inured. all nes and existing equipment and all support ion all em, a the hung equipment and other dei guppy and return douses va project. new it eiuip antl any Merlength o/ 12* Or brace an y Pant of the ht atoll have Dorene braces at systema .Fal shall pwomformnto defog one equipment shall be hung form Uw bulling other ed devices Witnin Me scope of ho project. dr neva air equipment shall be Me rale of one brace poo 40 Int of atroigM run and bngitutlinal bratty at abwtum and euro canfdrm rid the recommendations of Me manufacturer. Hanging Mloxed to the air quanlitiea an shown on the drawings. Me rale of bad brace purr 80 feet of straight run. from .isUng or new pip., duct, and equipment old ma be eennifled. The x0 of Watd Mlanci shall include all new end existing M Po ,g a equipment Roof mounted equipment .Fall M mond o Ma corp she/d struc<me on all Whin the xoPo of Ma project and all piping as shown on the dmwinq, c4 ale.. Ol.imlar W[talc NI wnnMlens bebean famous and non/oro. pip. and/or N INSULATION axmanfes shall to made With apwd.de a lxldc hinge. SYSTEM START UP & FINAL INSPECTION Al .w Nall be cleww all ter mqa up and klce an DiDin9 opsy fWaWW le re dl wale. cutting al. TMs ttniractor dell start p pulpmenl Into .deka Equipment x i other debris, and cleonin,chemicals pod W to connecting existing systems, sho dadurers Standard wherlu0 Wase howl shell be fdbwed. DIXI'Vi K INSULARON When al work undo Mia [onlaid how bees completed as Indi.coted on Me m Provide fadary fomicaled weds recommended by monufacWrx Ian use in the service drawings and specified herein, an I.pection shall be made by Me engineer. m indicated. Noires show be of Me types and f re.un redidgs irdceted. Pmide At this Ume led WNAC Suacontrad« shall demonstrate Mal Me requirements of I-) Yaedvle harder auclwwk»wblbn,hM be 1•RexlbN obargks ASN propx velxtion . determinant ey Me contractor, to comply With the naWllatiw IMde spxiflwtion. have Men met. C 553. Type I-foment we'ae;Co.8-2 - 0.75 Ibi no outirmodo. Provides and connxfl.nx Mea woeeM mete ath Pipe. tube and atumnum waw ores/jacket M.ubti.n wen be mamufaaaree by Knout equipmwl wnnwaiere. Where more Man we type is indicated.the Wooden u Me "" ''rang• Downs Coning' .r apwd rosauiment. Con r.do . aur .n. SEQUENCE OF OPERATION 2.)ikme/Small Ratings: Provide cdmpwit.meNwiwl miula;w (Insulation. ;deka,. cawtlnge. beaters. plastic.ora odhesy o) .ldh nOmewerned from Cut.Vab.e. (2-1/2'and emonw); Bronn. si In b.n.L Mneme end. or ad Of 25 or less, and smoke-dawlePod indsx of W 0,Iva, as tested by napes ends, wild prom[Wedge. ria -rising atm., pleasure rating to match Me O ASN E N (NEPA 2%) meMW. Exec oabn:Walker mwMnkvl .I Me d n3 IneM1 and Id G insulation ry haw Mme spread index f 75 an less, and armada requirementsa faring pipe ( per); Cost iron body, bronze awrJeped Idea dl 160 dr b.. mounl[el ro.Wdion. MNed ban.i, flanged end.. ..No Wea9e. OSkY tieing ale., 1Z 3.) Dudwoh Imulalan Accessedes: Prioress staples, bonds. Wins, tope, pressure rating to match the requirements of the adjoining pipe. Cab wNe shall doctor angles and smiler ended by Me be manufdaured by Jenkin pprovee equal Q>a Isulu0on manufacturer for s. ixon,en. Indkaed.,Ductewk protective S N Gwnpowm:P,wiar csmwb. aawairea, casing; y the I elation EIaDW Ili Vows: (2-1/Y and lapera Mn bray,. pr stalls rtes aisle dna eWm, finmor-f ane,fanor xcxa mm is teednmplWpd ply Uw Insulation EPDU Ira.. baled bonnet boor aperaw, lug type. pressure rating to mates Me ENdINEERED OYOTEMS mwaaaWre, far appn[ae.na indicated. rwuirememts a Me edldnWq qpa CGNSULTNG ENGINEERS 1 VAN DE GRUFF DR., S 107 M 1 a 0 BURLINGTON, MA 01803 (781) 494-9009; Fm (751) 494-2W9 PRESSURE AND 1F]APEIUTURE GNIGE NR VENT PLVO (rcPJ ISOLATOR 1/4-PIPE ') TWO-WAY (TOUR REO'D) TO GRAIN CONTROL VkVE ° U CHWR/HWR Z FLE2 CONN. FAN COIL UNIT WITH ELECTRIC HEAT If�JY11r�_ `CHWS/MVS E. FAN MTA O2 COOLING COIL REHEAT COIL UW `841 VkY£ SYNBtt ON T.S.P. HP M ELEC.MTA TOT& 5EN5. SF) FAT Ch MT C� EL£G MTA MppE1 No. REMARIM [ti (TYP,) SRWW WILT PH HZ NBN MBM Ch R DB WB 09 WB mm � VOLT PH HZ C ECU-i 1520 1.0• 1/2 22 115 1 60 41.6 311 45 4 M 57 W W 41.6 ID 480 3 SO 42SHCI6 Q V •e SRWNER FCU-2 1620 1.0• 1/2 22 115 1 M 41.6 311 45 4 78 6T W 59 41.5 &0 450 3 6O 42BHC16 FIN CSL UNIT FCU-} I620 1.0• /2 22 fly 1 80 41.5 311 46 4 TB 67 W IA 41.6 BD 480 3 So 42BHC18 1Q v d C RYI-4 18TH 1.0' 1/2 22 115 1 W 41.6 }11 45 4 78 67 W 59 41.6 &0 480 3 50 42BHC15 Q n E. v C 12' {'2 3/4• = W • ' E. . ADWSMA ^ e uNWc (ttP.) LI L ` m v NO (D 0: y QSElELTON BISED ON CNiRIEA OP IPPROYED EOML WF Y GN2VAIEED SIF£L DRIP PAN 3/4. 'T w (SJLDERm"WS) Q§I FAN COIL UNIT # 2-PIPE FAN COIL UNITS 2 FAN DATA 5EN COOLING COIL HEATING SYMBOL CFL (KW9)VOLTT PH HZTA HP MLA 1191 MBHS OPY Cid CF) (R.)ROW'S payWU T 009 MBH oxT L IT MODEL N°. RE"" FW-5 200 10.001 20151 ISO 130 1 20 1 4.8 1 3Z 1 1.0 1 451 55 114 S 75 N 58 ST 9.9 1 70.0 1 110 /2-VB-02 FCU-6 400 10.001 2MI 1 IW 11/12 11201 112 1 7.9 11.0 1 451 55 11.01 3 1 TT I es I 58 157 1 2.8 84.7 1 W 42-VB-04 SEE NOTE 2 NO ES MLV HANGER -amt 00' ,.so4croN a•.se0°H vmau oR 4vaRORD ERuti 5D• 1ux� tHREADm RDD srRkPs m .� CONDENSING UNIT UNISR1Uf OR SIZE BOLTS FOR LOAD FAN MTA C011PRESSOR MTA CONDENSER CYL NICIE IRON SYMBOL SEIMCE CN HP MOTOR OXCl9CAL MTA OECRICAL MTA � 110DF1 W. RFALARKS I" RP4 VOLT PH HZ M 4CJ. VOLT PH HZ m I8A ROWS R,) CIRCV� ca /ya/yh5 W-1 M-1 2500 1/4 1100 XII 1 00 1.4 27.0 206 3 SO 11&0 205 1 22 9.9 3 38CKCM2 Q® W wrES: W-2 FW-2 2300 1/4 1/00 208 I SO 1.4 27.0 206 3 W 11&O 20d I M 9.9 3 38CKC042 QQ 1,OH OEK'IS OVEI1 48' VALE SHNL 9:9ULED BY ANGE FOR W-3 FCU-3 2500 1/4 1100 208 1 W 1.4 27.0 208 3 60. 115A 205 1 22 9A 3 38(]EW42 y r_ CROSS SECTION MEAS 11oRE 11001 550 R. DUCT SHALL BE 9UCFD BY Q ON k SOUR SIDEt CLI-4 FW-{ 2500 1/4 1100 X18 1 80 lA Z1.0 208 3 W LISA 203 I 22 9.9 3 38C1(COl2 Q® 2 SUPPORTS SHNL BE SPA=ANO Si.As PER SBVLIY.STANDMITS. Q V U a ► DUCT HANGER SUPPORTD1a2 2 > E $ NOTES: G1 R Oso.ccnoiqWED ON CARRIER OR�CVED • QPaMM 44 aHIGH cDHcRExE m. 3o-. - UNIV u q N o DIFFUSERS, REGISTERS & GRILLES PAR" O SMIBOL SOli W., N3EEC �y E002 CN A1AX Po W% NC � IM1QtLLL FINISHBLS REMARKS YES NO PATTERN PSV+ RxaR a Baa uxT A swPLr 11L-3B i a'r 4'-0• 300 3o STEEL WHffE f i _ 1-01 z -® -� 4 3 4 5 e 7 e Bpp ALTERNATE ROUND BRANCH DUCT TAKE-OFTS 2i NpTfS a�a gain w vi v a w e a wix BFLEOrKK6 tS SH ON E CO M APPRwm EpYI e0R0E1f Nst SHALL EH COIAPAI®IE W9f ARCRNS OVRAL ODUN6 1TPE FOR M 8004 W WHILr THE AM OEVIL2 6 U]Gim. m rr®m um9ea u� RRvmE WSIMTEII Pu71U4 Ern suPPLr,RETURNS DP01 TO WENW PER nRIN1N0.Ma m s 'm"�i c� 'rm"`�lo�F +u vAe xe ioxwvu suwm z % mvm aWi:amm Bm n4 I�+�!v grox.c swaw rraxa 0 v v�K Im ry av o v w,n raw® a Y 4"m E e elm m awi,aaM c o ALTERNATE RECTANGi b • BRANCH pUCi TAKE-OFi �� � Z�- Mn SwC PU> OS ENGINEERED OYNOTEW BRANCH DUCT TAKE-OFFS N5 3 CONSULTING ENGINEERS Dmf I VAN DE GRPAFF DR.. STE 107 A f�e 0 BURLINGTON, MA 01803 M 2 (781) 494-9009; Fox (781) 494-2009 i I I - I l ,I I I _ n3 s fig lip r- Q a b 0 s P pp All a gal s � s 0 C b b I d H K] tv 0 .. 0 C7 0 s b z t" F,y O 6 b I.V1 Q I 1 0 o b 6 I y y B I S b l b I A b RR I I � m z 4 emsn oz c x � Q 12 x d Z, m � H S V � PARC PLANS WORK 18 Dftmber 2003 FA e•v• /74 1 -o a s o � Salem Five Cents Savings Bank W One Salem Green Bridge WINTER STREET ARCHITECTS, INC. X Salem, Massachusetts so. c.... .I...1. ..n• $00 'T-. a Oz o , • a o X WPmj.cb l M.a11 11 •NONe•f./]a..—PDl• f I � I I i I I a o IL i - -- f tl , Jti `frL l 7d i _0 # i H O z tz Ta H. JA Z v m0� Im u � H m HVAC NEW WORK 1B Oemmbef 2003 LlE />♦1 -o a♦e SECTIONS & ELEVATIONS Revielon Salem Five Cents Savings Bank ■ One Salem Green Bridge ,STREET ARCHITECTO, INC. a Salem, MC9a0Chu"tt, :2 • 111. •u11• SOa. tal,n. A F7= a o 1 • > o a 'hSA Rohs/WYGd11 >a/>�♦—>a>• © Igo=ee-NNNN .,.. ,d g °I3 ® Oaf v�vq R 44WRR4WWW.R o . °B�° 08 �� ��4 'S < �$F 6Q IKF R = �88ma �g � 4� '� ggRR� ? ' gF Fg € `sa Yg g PSly g=a M O* H off= F � � a m =fig '$ m E;4 oma X60 azc' 2Q Y>" g gay ` a g vg " g9:sg m $ Eel x € e e 3°== eon 8g 5�:$g �aRgQ $^ € ` c s gs's o.: Ra g$� g WE- £��� �G9 i �o�3 ' z�€:' � a" E e oiY � , s � �2r Y I oc f€4 $In � 7 " °=F:> 9N� g � 9 ; im cEEY ay"�q �,<'•gv �F a 4n8cF X49 iia s'as" Fla fig, mg a �C F6 4 o ocg �+ w o f i • a �^^gipfi ^z o ? DO � € " $ g `� F � � ns' gy F o $ ga a _ _`� ct �� ' �F $_ " E £.�$ o� gds F^ � ' n o al "R� P6m : �a Gls'21 cpt Q P ns Yf 2 = nr A z $g9 q4 fi=g ^ A- a o Q :� a m A. R 4 SS in a Y :,g '< d ' F £ R G 919 s a B W 9a z q a ag S ag -2 FIR mrri 22 22 7i o E £ $ 10, F2 a 9 a a D a " r z € x q " gip ` = > m '14ac : a �;m s "Sat a3Romog $� g E Pin �2 c 2P p ^• � $ g _ ' � $ _ ' :ora og zg 423! RE $S z 99 RBB iA x$ �' �� p g � � g'V Z2 � off, gR G n a ems . g 4 R F g F i 6 o Y � s @ Asb e m 54 $ z g 5F " s� ii w {°no '4,u P ,•-, '�? �Pw� !. S�Y N :- P S'�O $4'JP �N u z°� yN - ' Orta '{ R In Up Ax Hm NE IU ig 2 =ME $Y o sus Rc� a2 " % ` F I& Ft. 311112 �a e1 A mAn. as A € g gg� p � c MEg R� g$a 2, Gm g4 Qg 4 �"R ' i'" Rc 7 $" $ P s ° �I= a ur es s �A 1 E� Rix gg R _, 1 a a =p � z = Q Via? $ L � , e g e a y Ur 9 8 g� s € F € Z a € aE Aa = a o "€ � a Ap sz ; 3 -A4 AN F o R 11 � m N G3 � � � ° c z $ oa $ F 12 T,3v, € V R T? I m £ F $ F€ a gg= m X. 2 2 3 € V z c" = a x$Sw�o $ 5 2F� 69 Q { o R "x P §e�t� 31 �z Notes, Schedules BID SET 7-30-03 and Details Revision Salem Five Cents Savings Bank M x One Salem BGreen Bridge WINTER STREET ARCHITECTS, INC. j x One Salem Green, Salem, MA xvv. s.i., vx x v rnoPcexe/xa -vaav x N'A Vmjxi 0 0099.011 i i i ok q 3a I I I I e l l I ----I L 1 I-- - A I I i I I I I I I I I I I III I III I I II II I I I I I i I I I I II I I I I I I I7 I III I II I o: Ug I I I I I I I F�r —] I I I I I I I I I I I I I I I � I III I I I I II III I I I I I I I I I a I I I I I � I I I II II I 3`>�w "K eeg 6=2m'3WY€To oayg p='I I I I I o� � FSS yo �Y4 p g I I I I BridgeFourth Floor I BIO BET 7-70-03 Salem Five Cents Savings Bank MPawar and Ughfng Plana Revision � x One Salem BGreen Bridge WINTER STREET ARCHITECTS, INC. tV x One Salem Green, Salem, MA fes s.... sr...., a.n. °°°, s, •A, x eoes:e as/ss -vara x xs"vmj.n/oosemi I I I e I I U z � E s __ UGHTNG PLAN NOTES U 1. ALL ERISTNG❑GHTNG. SNITCHING AND W .•. ASSOCIATED BRANCH CRCIIITRY, IN T115 r AREA. TO REMAIN UNLESS SPECIFICALLY NOTED OTHERMSE. U ^ FCt DO, FOu I I — =IMIA— _ —— _ _ — _ — MIND AND CONDUFT SlALL BE N ALL LIGHTING Fl%1URE5 AEOUIRED d - a EL_F ND IF SMOCHING AS PER CIRCUIT NUMBER'S AND SWITCH GROUPS INDICATED. E- 3, M 3. ALTHOUGH NOT ALL BRANCH CIRCUIT O W xC — -- - — -- MRING IS SHOWN ON 1HESES PUNS,IT IS xC THE INTENT OF THESE ORAWINGS. T1AT ANR-A COMPLETE BRANCH MRING SYSTEM SHALL BE 34 F... - - - > __ RURNISHED AND INSTALLED IN ACCORDANCE • El —— — MTV TIE SPEanCATON. x 4. ALL EXT SONS SHALL BE WIRED TO �s THE AREA 277V EMERGENCY LIGHTING I CIRCUIT AHEAD OF ANY LOCAL W SWITCHING, F W I I 5. ALL EMEGENCY BATTERY UNITS SHALL BE z e WIRED TO THE AREA 277V EMERGENCY Utl1TNG „ CIRCUIT AHEAD OF ANY LOCAL SMTCHING. 1 I SECOND FLpOR BRIDGE 1/4- nq Plan - - _ I-i+- - I•-D- I Y G ca m N m N C n N i mC7 < I I a I Umm > E - N _ E N U 4 — _ __ _ _— I POWER PIAN MIHFS 1, CDCLWG UNITS ARE LOCATED ON GROUND LEVEL AND UNDERNEATI TIE BRIDGE __ ___ __ _ _ _ _ _ ________ I O a F� _ __ _ _ _ — _ ___ _ _ _ o .12 I r Do N � -2P C/B GA-3P C _PANE _ _ _ _ _ C) m I I D I a . rn o r I �v SECOND RDOR BRIDGE — — _ LL O Power Plan - o GOI. I ENGINEERED SYSTEMS INC E.3 M[cxnmcu,wD clFCImcAL FNcwPERR o:v..o u..R P.,..s•..n AdNwwewn n ITnn arrow r rnnw.a �ooc�m g m� Z 1 0 s° 6 -----------� she 0 m . x . .^ o e M I p\ I M u e � / I M ----------- I Z F O� Ma I NO R 5 mm Ao I F. -----------J Zm rm Mx N* x m ^ D ao �Z mD I m� N D <v -----------1 n� DO A m ,M I I o°D L----------- o Z 0 m •e °e ve -e 0o 000000 0 0000 0 0 (Dee y3 y q � oQ 8° 9R � C '10 � RFs � o � 4'g fk �a y sF om m � eg ga ^t[ 99e� f m i IHo_ Ail yL { _ O e e Y Y y Y D ii $o R �A� RZ `^ �� $ �� Rd a €. 459= A Ri PC - - - - z $ o qac 9y �n Notes, Schedules BID SEW 7-30-03 and Oet°ils Raisivn Salem Five Cents Savings Bank M x One Salem BGreen Bridge WINTER STREET ARCHITECTS, INC. 41 K One Salam Green. Salem. MA v°. n... II-1. s„n. a°°. ° vn x x vavem, ,e Salem ® Redevelopment Authority DESIGN REVIEW BOARD RECOMMENDATION Salem Five Bank (One Salem Green) - Proposed Bridge PROPOSAL: The proposal includes a bridge connecting properties at One Salem Green and 210 Essex Street on the second and third stories of the two buildings over the parking lot. The materials proposed are glass and steel. This proposal is at the Schematic Design Review level. RECOMMENDATION: On October 22, 2003 one member, David Jaquith, of the Design Review Board reviewed the Concept Plans and had no recommendations for changes at the Schematic Design Review level. 120 Washington Street • Salem, Massachusetts 01970 • (978) 745-9595, Ext 311 • Fax (978) 740-0404 e, Salem Redevelopment ® Authority DESIGN REVIEW BOARD PROPOSAL Salem Five Bank (One Salem Green) - Proposed Bridge PROPOSAL: The proposal includes a bridge connecting properties at One Salem Green and 210 Essex Street on the second and third stories of the two buildings over the parking lot. The materials proposed are glass and steel. This proposal is at the Final Design Review level. 120 Washington Street • Salem, Massachusetts 01970 • (978) 745-9595, Ext 311 • Fax (978) 740-0404 eSalem ® Redevelopment Authority DESIGN REVIEW BOARD RECOMMENDATION Salem Five Bank (One Salem Green) - Proposed Bridge PROPOSAL: The proposal includes a bridge connecting properties at One Salem Green and 210 Essex Street on the second and third stories of the two buildings over the parking lot. The materials proposed are glass and steel. This proposal is at the Schematic Design Review level. RECOMMENDATION: On October 22, 2003 one member, David Jaquith, of the Design Review Board reviewed the Concept Plans and had no recommendations for changes at the Schematic Design Review level. 71i �ti-cuttnfltrr_ Sireei MZISFiicIII mIt� Jy7t1 7 01� I u7�i 77U-(14U4 } �y yY �� !!� 1 a.j R•J J CD i 1 • Vr 1 N r 1 1/ r l D cn • WINTER STREET ARCHITECTS, INC. CHURCH STREET i ONE SALEM GREru U 2 d to U o W z � cn — A U Q F _ Li W tiSEx 'T 110E rn �J J W ESSEX STREET Z Site Plan Salem Five Bridge Salem, Massachusetts 60'-0" +/- SPAN 12'-0" c o c c U zs'-s" z U w I U 12'-6" Q 00 o w w It [q w _z Site Section Bridge Section 3 Salem Five Bridge Salem, Massachusetts Permit Number PERMIT MUST BE OBTAINED BEFORE BEGINNING WORK APPLICATION MUST BE SUBMITTED IN DUPLICATE,ONE SET TO BE FILED WITH THE PLANNING DEPARTMENT,AND ONE SET IBEARING THE APPROVAL OF THE PLANNING DEPARTMENT)TO BE FILED WITH THE BUILDING INSPECTOR. Location,Ownership and.jge l Must be Correct,Complete and Legible. Separate Application Required for Every Sign. r ' Application for Permit to Erect a Sign O 4C Salem,Massachusetts TO THE BUILDING INSPECTOR: The undersigned herebyapplles for a permit to ✓Erect,—Alter,_Repair a sign on the following described building: !,��� }-. � n� t /,,�� Location and No. Ont S&�fm UTeer) Zoningvstrlct 6 &*-tW vr�YWPrs�'K.7 Name of Property Owner 5r'JAe i-yy Five Ca4 Lta; 5"7z' acx/ "' Name of Sign Owner Vii-.1!.Ztnti �i Lfe., Address nrte Sa-La'y-r G rca4r If Owner is a corporate body,name of responsible officer• '9b � Name of Licensed Sign Erector Address Salem License No. Use of Building: Ist Floor 3rd Floc X 2nd Floor X 4th Floor Type of Sign: Surface, _Right Angles to Building, Free Standing Other(Specify) Height Sign Materials t_E� SKnN I:�z••8" ix sy'o"w SIGN 1: 3R._y„ sw.� Sign Dimensions 516tN 11: 2'-� H X24=(U'W Sign Area sy(.Nll: (od•O SQvP&zti SF Existing Signs: Surface: X Sign Area. �2')Y3 SF Right Angles: Sign Area SF Free Standing: Sign Area SF Other. Sign Area SF Signs to be Removed: Typf Sign Area SF Frontage: Building _1 G�s✓ FT Property Signature of Owner Si of Owner s Au ri ed RepreseQtatWt� l ddr s Z C] SS ST Estimated Cost Telephone L D 7 rJ$ of New Work S T F D Signature of Property Owner APPROVALS: - Salem Planning Department Superintendent of Streets Historical Commission ON REVERSE SIDE PLEASE SHOW SIGN SIZE,COLOR,LOCATION;LOCATION OF OTHERSIGNS AND BUILDING FNTR�N F RONAN, SEGAL & HARRINGTON ATTORNEYS AT LAW FIFTY-NINE FEDERAL STREET JAMES T RONAN(1922-1987) SALEM,MASSACHUSETTS 01970-3470 JACOB S SEGAL MARY PIEMONTE HARRINGTON GEORGE W ATKINS, III KATHLEEN M 0 HAGAN TEL(978)7440350 FAX(978)744-7493 FILE NO S-99630 OF COUNSEL JOHN H.RONAN MICHAEL J.ESCHELBACHER December 31, 2003 HAND DELIVERED Salem Redevelopment Authority 120 Washington Street Salem, MA 01970 OFC 3 12003 ' ATTN:Tania Hartford RE: Salem Five Cents Savings Bank Dear Tania: Submitted herewith are seven (7) sets of plans and renderings for the pedestrian bridge project of Salem Five. Also submitted is a Sign Application and renderings for signage on One Salem Green. Please place these matters in the SRA agenda for its meeting of January 14, 2004. Thank you. ery truly yo rs e W. Atkins GWA/alc Enclosures �s Salem ® Redevelopment Authority November 20, 2003 Mr. George Atkins,Attorney Ronan,Segal&Harington 59 Federal Street Salem,MA 01970 RE: Salem Five Bank,One Salem Green—Proposed Pedestrian Bridge Dear Mr.Atkins: As you are aware, the pedestrian bridge connecting properties at One Salem Green and 210 Essex Street proposed by Salem Five Bank received Schematic Design Approval by the Salem Redevelopment Authority(SRA) on November 12, 2003. The next milestone for this project,in the SRA review process,is Final Design Review. The Final Design Review submission should include a full set of construction plans, final building materials, proposed lighting, color samples, and a landscaping plan, if applicable. The Final Plans should incorporate any comments you receive from the Planning Board in their review of the project. Enclosed is a schedule of upcoming SRA meetings, including the deadlines for submission. When you are ready to submit final plans,please contact the SRA so we may assist you. Feel free to contact me at 978/745-9595 x311 if you have questions regarding the review process or the requirements of the SRA. Sincerely, Aja ad con( Development Planner cc: Joseph P.Walsh, Executive Director, SRA 120 Washington Street • Salem, Massachusetts 01970 • (978) 745-9595, Ext 311 • Fax (978) 740-0404 ,e Salem ® Redevelopment Authority Salem Redevelopment Authority Meeting Schedule, 2004* Unless otherwise noted, all meetings of the Salem Redevelopment Authority (SRA) are held on the second Wednesday of each month at 6:OOpm in the Third Floor Conference Room at 120 Washington Street. All submittals are due by 12:00 noon on the submittal deadline date shown. Meeting Date Submittal Deadline January 14, 2004 January 2, 2004 February 11, 2004 January 30, 2004 March 10, 2004 February 27, 2004 April 14, 2004 April 2, 2004 May 12, 2004 April 30, 2004 June 9, 2004 May 28, 2004 July 14, 2004 July 2, 2004 August 11, 2004 July 30, 2004 September 8, 2004 August 27, 2004 October 13, 2004 October 1, 2004 November 10, 2004 October 29, 2004 December 8, 2004 November 26, 2004 *Tentative— Pending Approval by SRA 120 Washington Street • Salem. Massachusetts 01970 • (978) 745-9595. Ext 311 • Fax (9710 740-0404 �l T 'Ivh �f r'•�� l it L r Z F- LI U _ _ W I U W W a r _ in •� 4 t Z 3 Perspective of Bridge in Context _ Salem Five Bridge Salem, Massachusetts 60'-0" +/- SPAN - o U D Z 0 0l U] U W I 12'-6" 12'-6" Q � OO W U) a W Z Site Section Bridge Section 3 Salem Five Bridge Salem, Massachusetts CHSTREET REEK SNE SALEM � _ U n+ �a�emou Z _ y L U o W z � cn — A I m U m —i Q r W 210 E5� cX tiT _-- N STREET W ESSF- - Z Site Plan Salem Five Bridge Salem, Massachusetts RONAN, SEGAL & HARRINGTON ATTORNEYS AT LAW FIFTY-NINE FEDERAL STREET JAMES T RONAN(1922-1987) SALEM,MASSACHUSETTS 01970-3470 JACOB S.SEGAL MARY PIEMONTE HARRINGTON GEORGE W ATKINS. III KATHLEEN M.O'HAGAN TEL(978)744-0350 FAX(978)744-7493 FILE NO S-90830 OF COUNSEL JOHN H.RONAN MICHAEL J.ESCHELBACHER November 6, 2003 HAND DELIVERED Salem Redevelopment Authority 120 Washington Street " ' Salem, MA 01970 ATTN:Tania Harding Y-uT RE: Salem Five Dear Ms. Harding: Enclosed are seven (7) copies of concept plans approved by the Design Review Board. Please place this matter on your agenda for the November 12`" meeting. Thank you. ) % Very truly r L,�,— George W. Atkins GWA/alc Enclosures RONAN, SEGAL & HARRINGTON ATTORNEYS AT LAW FIFTY-NINE FEDERAL STREET JAMEST.RONAN(1922-1987) SALEM,MASSACHUSETTS 01970-3470 JACOB S.SEGAL MARY PIEMONTE HARRINGTON GEORGE W ATKINS, III KATHLEEN M.0 HAGAN TEL(978)744-0350 FAX(978)744-7493 FILE NO OF COUNSEL JOHN H.RONAN MICHAEL J.ESCHELBACHER October 6, 2003 Salem Redevelopment Authority RECEIVED 120 Washington Street Salem, MA 01970 OCT U 21JU3 RE. Salem Five Cents Savings Bank DEPT OFPLANNING B COMMUNITY DDTLOPMENT Dear Board Members: The undersigned represents Salem Five Cents Savings Bank and enclosed for your review is a Site Plan and Conceptional Drawing of a second and third floor pedestrian bridge connection between Salem Five's buildings at 210 Essex And One Salem Green. Please place this matter on your October 8th meeting agenda for initial review. Thank you. Very truly yours, George W. Atkins GWA/alc Enclosures DESIGN REVIEW BOARD PROPOSAL Salem Five Bank (One Salem Green) - Proposed Bridge PROPOSAL: The proposal includes a bridge connecting properties at One Salem Green and 210 Essex Street on the second and third stories of the two buildings over the parking lot. The materials proposed are glass and steel. This proposal is at the Schematic Design Review level. „ 9C Al LOCA77ON OF PROPOSED BRIDGE / y , (a) Q Essex Street Caution: Drawing scale may change when copied or faxed. Proposed Salem Five Bridge Site Plan. September 9, 2003 WINTER STREET ARCHITECTS , INC . Caution: Drawing scale may change when copied or faxed. Proposed Salem Five Bridge — 3D Sketch September 9, 2003 WINTER STREET ARCHITECTS, INC. Hamwey AdOj ON 'toad Engineering Inc. CIVIL/SITE ENGINEERING February 2, 2004 Ms. Amy Powers Winter Street Architects, Inc. 209 Essex Street Suite 300 Salem, MA 01970 Re: Pedestrian Overpass Salem Five Cent Savings Bank Salem, MA Dear Amy: At the time of the Design Development phase, a topographic survey had not been completed, and the new drain pipe was labeled as an 8-inch pipe. Prior to design work for the Construction Documents phase, we performed a topographic survey and obtained the pipe size and invert elevations of the existing drainage system. The existing drain pipe is a 6-inch pipe with an invert elevation of 28.90. Drainage calculations were performed utilizing this information and it was determined that a 4-inch PVC pipe was adequate. Since the existing drain pipe is 6 inches in diameter, we increase the required size of the new drain pipe from 4 inches to 6 inches. Please call me if you have any questions. Very truly yours, , 1(, HAMWEY ENGINEERING, INC. "'� ,FRED A. a:`� m y HAM'NEY,JR. No.32242 Fred A- Hamwey, Jr., PE /�?r 4NAL E 6� President 14 Manning Avenue• Leominster, Massachusetts 01453•Tel:(978)840-2964 • Fax:(978)840-3526 hamweyengineering.inc@verizon.net , lye G..,,.i CD 0 Z n � 2 9 Aeon e m MassachusettsU W N - ° x0 ° Uy n An W rn n a � n N r N �1 rl O � oil n N m � n X OI ODO n W A w N A Z W LL X Z O Lisp of Drawings . Mechanical Civil CA Site Plan Y M Structural Plumbing S. 1 Bridge Framing Plan _ ccwo 'c mm � 0 0 Architectural Electrical 00 Arc N A.0 Cover Sheet c� A1 .0 Legends & General Notes g ENS ' D1 .0 Demolition Plan (Not Issued) _ A1 .0 Construction Plans co) O a A1 . 1 Reflected Ceiling Plan (Not Issued) A2.0 Elevation & Sections Fire Protection M A3.0 Finish Plan & Schedule (Not Issued) 0 N (D N 0 m 'y vi •> N crO i a Owner: Architect: Civil: Structural : Mechanical, Electrical, & Plumbing Engineers : N Salem Five Cents Savings Bank Winter Street Architects, Inc. Hamwey Engineering, Inc. Aberjona Engineering, Inc. Engineered Systems, Inc. 210 Essex Street 209 Essex Street, Suite 300 14 Manning Ave. One Mount Vernon Street One Van De Graaff Drive, Suite 107 Salem, MA 09170 Salem, MA 09170 Leominster, MA 01453 Winchester, MA 01890 Burlington, MA 01803 978-720-5810 978-744-7379 978-840-2964 781-729-6188 781-494-9009 Fax: 978-720-5211 Fax: 978-741-0240 Fax: 781-494-2009 LAsO wsa@wsarchitects.com Glass curtain wall,) Kawneer 1600 with Low—E, insulated safety glpss I — — - . - - :— .�- --- .-- -- - - -- - = ._. - -- . . = . - = — - - - .- - ---- � — � — .—.—. _ ONE SALEM GREEN - - — - - '_ . THIRD FLOOR z 210ESSEXSTREET — ` M 1�1 00 THIRD FLOOR VI - xo �y� n o n O Edge of soffit w/ cove light above a ° N E-4 N O rW « < W o a Centerline of steell framing I n E-4 T� V) N (0 Edge of roof aboJe GY o n II r� W a Gi 3 Upper Level Bridge Plan m � " Z X Z O Al .� 57'-10' +/- SPAN N a Scale: 1/4" = 1'-0" 8'-5 3/4' I 49'-4 1/4' I I Glass curtain wall, Kowneer 1600 with Low—E, insulated safety glpss ONE SALEM GREEN m _ - - .�. — .--; _ -.- - - .—. — � = - - - - - : —. . -,— -� -- -- - - - - _ .- -- . . — �`. --t SECOND FLOOR N SSE —QTR E�`� _ . _ - _ _ . _ . - _ — - — — — C --2--a� SECOND FLOOR 71 `J co - - - - -1 � - - - - - - - - — - - - - - - - - - - - - - - -� cc CO) m �_ I I Edge of soffit w/ cove light above /v��` /vim W E y Edge of wood tri over m steel beam, lower I level only. I LL z o E � o $ Centerline of steel) framing I +" M 2 Lower Level Bridge Plan _ SON � Al .0 Scale: 1/4" 8'-5 3/4" ! I I I I i I I I ( l l l j I49'-4 1/4• Edge of bridge above _—_-- r , o y — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T N -IL ONE SALEM GREEN N J ? � 0 2110—ESS Ems— S-TREEL_ . 00 y ✓ J J J FL— — — — — — — — — — — — — — — — I rn Steel columns cla in rigid i y (v� insulation and olu obond alumi um ,� a cladding t l r Recessed Sof tt`L1 his,, � 1 Ground Level Plan ,\ �F- A1 .0 Scale: 1/4" = 1'-0" Al mO I I 2 3 A2.0 A2.0 I I 57'-10• +/- SPAN o U 8'-5 3/4" 49'-4 1/4• I z m E 0 WN O 17 Standing seam vaulted Standing seam vault 0.i metal roof metal roof p = M = a n b N E-) N I N I O f 1 Y a Painted steel beam, I W < exposed on window a --- -- - -- --- — _ --- - — -- E-4 Painted steel beam, ------ __ ___ FF exposed on window _ ---- ------ ---- - -_ _ __ — — I side. N c side. 00 i I Painted gypsum boarW w = ceiling and cove m E., z w p a00 '` I o I - - - - - - - - - - I 0 -- - -- , Supply air duct, slot -- diffusers on both -- --- --- -- — --- --- ---- L7 I Cove lighting, - — - Litecontrol Cove 45 Two-storey aluminum I \ i Sprinkler pipes and curtain-wall system, I sprinkler heads along Kawneer 1600, with Low-E Safety Glass o inside of beams 10 C ca - - - — —77t — — — — — — I Two-storey aluminu m — — — — — — — — — — N curtain-wall system, Kawneer 1600, with 3' s• Low-E Safety Glass i Ln Outdoor Recessed 7' 3• Columns furred-out I I L1 flush edge of 1233 560 Lights, Bega 11 � L T 3• � W Sides of bottom deck, Sides of bottom dec , soffit, and columns W -10 soffit, and columns U) wrapped in 1 1/2" I II wrapped in 1 1/2" 44 0) rigid insulation, 3/4" I rigid insulation, 3/4" ♦�♦ //L RR plywood, and g N Alucobond metal V V wood, and Alucobond metal Parkin Level cladding. cladding. Eco I .. ,� (DILL man :3 Cca t o CD Cq o ff Q) (L V) O (� 3 I I L I� LM M 0 0 N I I I � c E o D Qf I I rn C 0 U N N East Elevation 2 Section 3 Section o A2.0 scale: 1/4" = 1'-0" A2.0 scale: 1/4" = 1'-0" A2.0 scale: 1/4" = 1'-0" w 5740'fl-SPAN HSS COLUMN ABOVE OF APPLICABLE) 6' • 6' ' 6'- ' 6'-0' 6' ' 6' ' ENTEE F EX1S7M BER <�, Ct1"ERLINE OF COLUMN n'TO CEMER E OF NEW COLUMN LL 6' , M TC - U4s, I I I I I I I I I I I 9±CENTERLINE OF EXISTING BEAM Z a s EYP. 1 TO OUTSIDE FACE Q�BRICK 7/16' V TOP AND BOT. FLANGE () o CCNTINUITY PLATES — 1/4' REMOVE I I 45 I I I I I I I I I I TC AND BOTTOM W Q O BE II I I II ( I I I � LU 9 zBEAM FLANGE PLUS 3/8'PLATE THICKNESS TRADIUSED WELD ACCESS HOLE TOP AND BOTTOM FLANGE HSS. 12x z1/2 UNE OFIGLASS HSS 12X12x1/2 � ZCOLUMN COLUMN y 7 U o w ? Z W.F. BEAM SEE PLAN O� I I I I I I I I I ( I O I s r-1 CENTERLINE OF BEAM - - o I- Z OO lL ' -_---_ �_�- - ---- - --_��_�-�_ -_-_'.-_-_ - -r-._ --_-'- - ---_�+- - - -r��-�-�- A , - - - - - - - - - - - - - - - - - — ---0 -- Qm "0 iSS. COLUMN W30X99 SUP-CRITICAL Eu m SHEAR CONNECTION I 1/2' MIN. THICK SHEAR XISTING R-1 SLOPE 11/2' x 20 Ga. E B W.R R_2 I x EXISTING TAB PLATE DESIGNED BY S2.1 - (FLANGE WIDTH + 1' AT 4-SIDES) I I I FABRICATOR BUILDING o I I I I I METAL ROOF DECK s21 a a v BACKING BARS TOP AND - I I I I I I I Q o Q J n ' 80TTOM FLANGE. REMOVE ' ' ' ' 3 m � BUILDING I I I I I I I I I I BOTTOM FLANGE BACKING I I BACK GOUGE ROOT PASS T O.C. cti gi Q) CQ 1 C V CQ CM p� Z � T O.C. I ,. I w. l .. I wl � I � I w. l � I � I 5/16' AND RE-WELD AFTER r+ I O I ap I ap I ap I I ao 1 1 S I I p a " 5AR PRIOR TO BACK I I BACKER BAR REMOVED EL. 61.08'! 3 �, 1 3 3 3 3 3 I 3 I 3 I I m EL. 69'-8 5/8 T 4TH FLR. w :.OUGING AND FILLET WELDING. AND WELD IS INSPECTED. 3 1 I I I I 3 k I w a USE E71T-8 EU=TRODES. I ' I W30X99 FOR RE-WELDING ROOT PASS n + FOR THE 5/16' REINFORCING ------ ----- -------------------------- ------ --- -- (/? N m WELDS. - — — — — — — — — — — — — — — — — — — — — — — — — — -- BEAM — — — — — — - — — — — \ W - - - - - - — — - - - - - - -- - - W W W BEAM - HSS. COLUMN ORDINARY MOMENT FRAME CONNECTIONS Iu i ( 01 � Z W - — HSS. 12X12x1/2 O� U ° HSS 12x12x1/2 LINE OF GLASS R-3 1. NO SHOP PRIMER WITHIN 3 INCHES OF FIELD WELDS. REMOVE °p COLUMN S2.1 COLUMN SHOP PRIMER (INCLUDE OVER-SPRAY) IN THE FIELD PRIOR TO WELDING IF NECESSARY. --- ROOF LEVEL BRIDGE FRAMING PLAN 4 r N a • 2. NO SHOP PRIMER AT 'FAYING' SURFACES OF SUP- CRITICAL - - �-- -- — - — - - - - (E) SHEAR CONNECTIONS. PREPARE 'FAYING' SURFACES IN THE FIELD 1/4'-F-O' 7 PRIOR TO E9ECTION TO SATISFY CLASS 'A' AS DEFINED IN AISC'S 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A4910 BOLTS'. -- _--- -- - 57-10'+1-SPAN - -- ... _-__ - _-_ _.. 1 3. THE FABRICATOR SHALL TAKE EXPECTED WELD SHRINKAGE n't CENTEFUY E OF EXISTING BEAM INTO ACCOUNT WHEN DETAILING THE BEAM LENGTHS IN CONTINUOUS RUNS. 6'0' 6'-0• s'-0' 6'-0' 6'-0' s' 0' 6'-0' 6'-0' 6' 0' 3'-2': TO CENTERLINE OF NEW COLumN B' 4. FILLER METAL USED IN THE FULL PENETRATION WELDS SHALL HAVE A FILLER I I I I I I I I I I 9't CENTERLINE of EXISTING BEAM MINIMUM CHARPY V-NOTCH VALUE OF 20 FT-LBS AT 20 DEGREES F. I I I I I I I I I I TO OUTSIDE FACE OFBRCK FOR BUILDINGS WHICH ARE FULLY ENCLOSED AND HEATED DURING THE WELDING PROCESS AND IN SERVICE AND 20 FT-LBS AT ZERO (0) DEGREES F. FOR ALL OTHER WELDING SERVICE CONDITIONS. 5. THE MOMENT CONNECTION WELDS ARE TO BE CONSIDERED 'PRE-QUAL=IED WELD JOINTS'. W THEREFORE THE STEEL ERECTORS SHALL SUBMIT PRE-OUAUFIED JOINT WELDING � I I HSS. 12x X1/2 I S2.1 I LINE OFIGLASS I I I HSS. 12x12x1/2 I { u8 LI AND JOINT DETAILS AS PER AWS D1.1 CERTIFICATE OF COMPLIANCE O COLUMN COLUMN FOF ALL THE ELECTRODES TO BE USED, AND WELDING CERTIFICATES FOR ALL THE WELDERS. 6. WELD ACCESS HOLES SHALL COMPLY WITH AWS D1.1 - 1998, FIGURE 5.2. �D GD -_-_T_-_-_-_�-_ �� -_-_ -�_ -ter -- -f -- -T -- _� -T W30x173 D 41/2' CONC SLAB WITH 6x6-W2.9xW2. W.W.F. (1' FROM P) XISTING FL- SLOPE L ! - EXISTING BUILDING 6 s2.1 I I i ON 2' x 20 G COMPOSITE BUILDING GAVANIZED S T EFEL DECK T.O.C. ' I m 1 I � I I � I Q 1 C I � I �G T O.0 IQ) 1 w. l w l � I w. l w. l � I w. 1 � I � Z U EL. 48.36'+ �� I m EL. 58'-4 5/8" T 3RD FLR I � 3 1 3 1 3 1 1 1 3 1 1 3 1 1 3 k I I I I I I I I I I ( W T O.C. W30x173 EL. 47-0 5/8" T 2ND FLR. m ----- �; ------- ----_—_-------------------------------- -------------------t xx --- -- ' _ .._ W i W U HSS. 12x12x1/2 LINE OF GLASS HSS. 12x12X1/2 - o � �j COLUMN S21 COLUMN o — --- - LEVEL—TWO AND THREE — BRIDGE FRAMING PLAN - �n �- um (E) 1/4"-1'-0' ca 1143 58'-3'+/-SPAN nt s-s 4t HSS. 12x12x1/2 EXISTING COLUMN HSS. 12X12x1/2 BUILDING7/7 BP-1 COLUMN i i T.O.C. o EL. 31'-6" AT 1ST FLR. S21 S2.1 I N I ' I I EXISTING o I PARKING 7t TO FACE OF o BUILDING o i EL. 31.18'+ FOUNDATION WALL I � o cp a I , m c -- ---- ---- — — -------------------------------------------------------- ----- i ----- --- I � o , HSS 12x12x1/2 HSS. 12x12x1/2 COLUMN COLUMN ' COL LEVEL—ONE — BRIDGE FOUNDATION PLAN BP-ICOLCOL (�) Simi 1/4'-1'-0' 11 it _ - „ ,,..,T .... GENERAL NOTES: 1. LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES AND STRUCTURES TAKEN FROM RECORD PLANS AND LIMITED FIELD INSIDE FACE o , .' • NEOPRENE BOOT CHECK AND ARE APPROXIMATE ONLY. THE ENGINEER DOES NOT OF MANHOLE GUARANTEE THEIR ACCURACY OR THAT ALL UTILITIES AND o SUBSURFACE STRUCTURES ARE SHOWN. THE CONTRACTOR SHALL v , ,' • VERIFY SIZE, LOCATION AND INVERTS OF UTILITIES AND STRUCTURES PRIOR TO THE START OF CONSTRUCTION REPORT HAND PACKED ANY DISCREPANCIES TO THE ARCHITECT OR ENGINEER IMMEDIATELY. 2. UPON ENTERING THE SITE, THE CONTRACTOR SHALL BE NON—SHRINK GROUT STAINLESS STEEL CLAMP RESPONSIBLE FOR ALL EROSION CONTROL AND DEWATERING AND SHALL ENACT CONTROL MEASURES TO ENSURE NO SILTATION OF THE STREETS AND THE DRAINAGE SYSTEMS. PIPE 3. CONTRACTOR SHALL MAINTAIN ALL EXISTING AND NEW UTILITIES IN GOOD WORKING ORDER AND SHALL PROTECT THEM FROM FORMED DAMAGE AT ALL TIMES UNTIL THE WORK IS COMPLETED AND OPENING ACCEPTED. 4. REMOVE ALL PAVEMENT WHERE NEW PAVEMENT IS INDICATED, OR REMOVE IF OTHERWISE REQUIRED FOR INSTALLATION OF ANODIZED ALUMINUM NEW CONSTRUCTION. OR STEEL KORBAND o o EXPOSED METAL TO BE 5. SAWCUT THE LIMITS OF EXISTING CONCRETE PAVEMENT AND PROTECTED FROM CORROSION BITUMINOUS PAVEMENT TO BE REMOVED. W/ A BITUMINOUS COATING 6. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH o THE SALEM SUBDIVISION REGULATIONS AND DEPARTMENT OF PUBLIC WORKS REQUIREMENTS. 7. ONCE CONSTRUCTION IS COMPLETED ALL CATCH BASINS, DRAIN MANHOLES AND DRAIN PIPES SHALL BE CLEANED AND FLUSHED OUT. 8. CONTACT DIG—SAFE 72 HOURS PRIOR TO EXCAVATION, TELEPHONE PIPE CONNECTION DETAIL NO. 1-888-344-7233. (FOR PVC PIPE) NOT TO SCALE LOAM & SEE PAVEMENT EXTERIOR WALL //—FlNISH GRADE DOWNSPOUT BY OTHERS SEE ARCHITECTURAL CR=30.26 COMMON FILL OR DRAWINGS BUILDING B BACKFILL WITH EXCAVATED PACK DOWNSPOUT SHOE MATERIAL IF ACCEPTABLE BY OTHERS cn WITH NON—SHRINK GROUT TO THE ENGINEER w X Q DUCTILE IRON CLEANOUT TEE ONE SALEM GREEN J ” BRANCH W/ THREADED PLUG 12" DIA. 12" DRAIN PIPE — BIT. CONC. PAVING PIPE BEDDING MATERIAL FINISH GRADE c� J ; ; 6„ TO MIDDLE OF PIPE; BEDDING MATERIAL SHALL ND 6" PVC BE HARD, DURABLE CLEAN 1-29.19 " COARSE SAND 6" DUCTILE IRON UNDISTURBED ROOF LEADER COLUMN(TYP) N 29.08 VC Q NATURAL EARTH e v� ICB o R=30.57 31 44 (OUT)=28.857 DRAIN TRENCH SECTION ROOF DRAIN rD NEW DOWN SPOUT—z NOT TO SCALE FLOW DUCTILE IRON WYE BRANCH \© 1=28.90 30X78 y NEW PAVEMENT <^_ 18" GRATE \ \ PATCH TYP.) " DOWNSPOUT SHOE DETAIL 0 \0 BIT. CONC. TOP COURSE 1 MIN. APPLY TACK COAT OF RS-1 EMULSION OR MATCH EXIST. THICKNESS, TO ALL VERTICAL FACES OF EXIST. NOT TO SCALE uIGH T \0\ J WHICHEVER IS GREATER PAVEMENT PRIOR TO THE PLACEMENT TRANSFORMER I OF NEW BIT. CONC. PAVEMENT SEAL AFTER PAVING BIT. CONC. TOP COURSE 2" ❑ WITH TACK COAT AND MIN. OR MATCH (EXIST. SAWCUT EXIST. BIT. PVMT., ❑ o � THICKNESS, WHICHEVER IS CUT TO PASS THROUGH ENTIRE / STONE DUST LIGHT v GREATER � DEPTH OF EXIST. PVMT. z BOLLARD w — DUMPaTER o ENCLOSURE GAS TOP JAL � EXIST. BIT. PVMT. EXIST. BIT. PVMT. LINE EL-32. 12 LIGHT z 31 x 02 �. g EXIST. GRAVEL 3, w r, ,�,ti4; ,rt•r"; .,� ,'Rtxr•::c �;• Y EXIST. GRAVEL -.., ❑ li ,l.�y �,l;,5 l.:y'w rA' �. . . {Y��:.:.4:; ti'L.w';�•! .r esk�� BASE "^ err h,�;gvJe;•;�a 4�y. {ti'�1 ' r. A','n w:.L'"MH:'.!: ' BASE 4'�F.4r(' W '•�1•.. j ,. .i:,. J .;••.. h• .i..i1 •t. D U) -_ LIG � HT� j o " 12" MIN. COMPACTED W N DIRT GRAVEL 'OURTYARD '`)� W 12 LIMITS OF TRENCH 12 O PLANTER w CONC DRAIN AREA DRAIN1.1 NOTES: REV. NO. DATE DESCRIPTION 1. ALL INSTALLATION AND MATERIAL SPECIFICATIONS PER MASSACHUSETTS 1 12/29/03 TOPO do ROOF DRAINS I L HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. 2. ANY PAVEMENT PATCH APPLIED AT A WIDTH OF 6' OR GREATER IS TO BE WINDOWS @ PARKING LOT LEVEL PLACED BY MACHINE/BOX SPREADER. DOOR @COURTYARD BIT. CONC. PAVEMENT PATCH DETAIL NOT TO SCALE SITE PLAN 210 ESSEX ST LEGEND SALEM FIVE CENT SAVINGS BANK EXISTING DESCRIPTION NEW SALEM, MA 0 DMH DRAIN MANHOLE SCALE 1"-10' DATE NOV 11, 2003 ❑ CB CATCH BASIN BIT. CONC. BITUMINOUS CONCRETE HAMWEY ENGINEERING, INC. 433x6 SPOT GRADE — D — DRAIN —ND — PVC POLYVINYL CHLORIDE PVC 14 MANNING AVENUE —DS— DOWN SPOUT —NDS— HANDICAP SPACE LEOMINSTER, MA 01453 ® PAINTED ISLAND (978) 840-2964 PROJECT NO. 03047 FILE NO. FF7 SHEET 1 OF 1