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FACADE RENOVATION SALEM EVENING NEWS FACADE RENOVATION 1993 ` Salem Evening News P-1 Body Color 4 P-2 Trim Color P-3 Sash Color P-4 Metal Trim Color i P-5 Accent Color P-6 Door Color Ir Title: PAINT COLOR SAMPLES Date: 7July 1993 PHASE I - FACADE IMPROVEMENTS Project No: 93014 Project: THE SALEM NEWS PUBLISHING CO. 155 Washington Street Salem, MA Architect: PIERCE ARCHITECTS 175 Essex Street Salem MA 01970 (508) 745-3330 _ r , u Q w .r `m d ra �a TRANSMITTAL to: �il yyy L date: -Ole--AULy t,75 project: ! !�f�QGG°i�ZE�Uf� y Nseparate yVVeeare sending you the following: Sent via: Theseare transmitted: attached ❑prints ❑postal service Elfor your approval cover photo copies ❑overnight as requested ❑ Fshop drawings ❑messenger for your use ❑ ❑mylars hand delivery ❑for your files - ❑ ❑sepias ❑for your review&comment ❑ ❑specifications - ❑ - ❑ - ❑ Mother ❑ ❑ Dated' No of copies: De scr ipt ion: lCdl c�CiTGe��'Zcli7Tj Td Usk fiT CLQ ��F`T,/rU6. Remarks ;✓ y J L V N N E m m N Ful) ❑ ❑ ❑ N N W r ■ Pierce Architects 7 July 1993 STATEMENT OF PROBABLE CONSTRUCTION COST Name: The Arrington Block Address: 155-189 Washington Street & 35 Front Street Present Use: The Salem Evening News PHASE 1 - FACADE IMPROVEMENTS A. 35 Front Street/155-157 Washington Street 1. Preserve/Repair/Paint Paint preformed metal cornice, parapet and sign-band 2,400 2. Reconstruct/Replace No additional work 3. Remove No additional work B. 159-167 Washington Street 1. Preserve/Repair/Paint Roofing, gutters, downspouts, scuppers and flashing 5,000 Wood cornice damaged by roof leaks 3,750 Stucco 4,400 • Wood window sash, frames and casings 7,750 2. Reconstruct/Replace/Paint • Wood storefronts and entrances 42,000 Wood columns/pilasters 4,250 Wood storefront cornice/sign-band 10,000 3. Remove Brick columns and bulkheads at storefronts 3,000 Wood & metal storefronts and entrances 4,000 • Preformed metal storefront cornice/sign-band 500 C. 169-189 Washington Street 1. Preserve/Repair/Paint • Wood cornice and trim (where damaged by roof leaks) 2,500 • Stucco 6,500 • Wood window sash, frames and casings 5,500 2. Reconstruct/Replace No additional work 3. Remove No additional work Subtotal Phase 1 $101,550 Page 1 t Pierce Architects 7 July 1993 PHASE 2 - FACADE IMPROVEMENTS A. 35 Front Street/155-157 Washington Street 1. Preserve/Repair/Paint No additional work 2. Reconstruct/Replace No additional work 3. Remove No additional work B. 159-167 Washington Street 1. Preserve/Repair/Paint Level 3 wood window hoods & moldings 4,500 • Wood cornice repairs not completed in 'Minimal Scope' 12,500 2. Reconstruct/Replace/Paint • Novelty wood siding and trim 12,500 • Wood windows on second level 23,000 Wood balustrade, roofing and flashing 12,000 • New signage 7,500 3. Remove • Stucco 2,500 Second level window sash and frames 2,000 C. 169-189 Washington Street 1. Preserve/Repair/Paint No additional work 2. Reconstruct/Replace No additional work 3. Remove No additional work Subtotal Phase 2 $76,500 Page 2 Pierce Architects 7 July 1993 r PHASE 3 - FACADE IMPROVEMENTS A. 35 Front Street/155-157 Washington Street 1. Preserve/Repair Brickwork spot repointing 5,000 • Masonry cleaning 3,750 2. Reconstruct/Replace • Wood window sash and frames 8,500 • Wood storefronts and entrances 40,000 Signage 1,000 3. Remove • Roof mounted billboard signage 1,000 Aluminum windows 1,500 Aluminum storefronts end entrances 2,500 B. 159-167 Washington Street 1. Preserve/Repair No additional work 2. Reconstruct/Replace No additional work 3. Remove/Relocate • Roof mounted microwave dish and antennas 2,500 C. 169-189 Washington Street 1. Preserve/Repair/Paint Wood windows, casings and sash 7,500 Wood cornice and trim repairs (additional to Minimal Scope) 7,500 2. Reconstruct/Replace/Paint Wood clapboard siding and trim 12,000 • Wood window frames, casings and 2/2 sash 16,500 • Wood storefronts, entrances & cornice/signband 92,000 • Roofing, flashing, gutters and downspouts 10,750 3. Remove • Stucco 6,000 • Level 2 window sash & frames, multiple sash units on Level 3 2,800 • Wood & metal storefronts and entrances 6,750 Subtotal Phase 3 $227,550 TOTAL PHASES 1 through 3 $405,600 Page 3 SALEM REDEVELOPMENT AUTHORIi DESIGN REVIc d BOARD Application for Design ADproval - OTHER T.L4DI SIGNS 1. Date of Application 2. Location of Building Number and Street Proposed work impacts upon _Derby Square Historic area, Museum area, _Essex Mall, North residential area, Peripheral area, Significant historic bldg. (Itemize) 3. Owner 7¢4�GYo'LZ Name ephone Number Address 4. Architect*/Engineer*/ OtherCt� -7112622't .�p,�� Name 17s �� 1 2622 t 5f4_ / 33=50 Address Telephone Number 5. Type of Improvement New construction WlAlteratiou _Demolition Site work �Additioa —Other 6. Reason for Request' ,Security Change of use nergy conservacic W:�thange of image Safety .ange of busines **_Other 7: Level of Approval Requested ._Concept v--i"chevatic desiga. F inal.design Field decision. Appi.icant must attach 3 copies of all schematic submissions (or in the case of originals, models, or mock ups, the original and two photos of the submission) 24 hours prior to the regularly scheduled DRB meeting to SRA staff_ (Do not.write below this line Number of DRB members in attendance The vote was unanimous- Yes No DRB recommended action: _Approval as submitted No action, advisory only Resubmit to .DRB No action, inadequate submission Approval subject to the following: DRB comments are attached. * A licensed professional architect or engineer is required for all construction other than ordinary repairs (p. 71 S.B.C.) or performed ort a building less than 35,000 cu. ft. enclosed space. **If, in the applicant's view, the change is of significant economic importance, information including financial figures where applicable should be supplied oa a separate attached sheet which will allow the Board to evaluate the proposal intelligently. � I(�rr Ill rl�� d•_4�+pn�'s F#y l/llIlr i Ai4 �r rN I nm.Il�llllll nnnu. -7 a>- f TIT isi ,11�11l�rfllrr�n !! z xfl ,r w `t x ham: - t nvx �` �� II III IIIIIIIII IIIA II III�II II��II Bl ill 11111 lllllllllllllllllli�� ' ;. � ,� '�I(I��,a � III I I I IIII F !tYl 5 S f��. 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I --- � I I I I I - --- - " -- - _-._ - - _.. 1 _ _ � _ L Lam_ - - — IIS•, t yumh,•r Drawn by C U - CI ---- ------ --- --- ( h,•, ked by p /s -14111/,95 - - I I, No. Revision Date B� t 1 1 f rl i 1 _ - ' I I - IL - -- -- - _ _ - - — ---- - - -- - - ., I I. 1E 71 - r�rr>Ir•, t /ss /lds 7 iso 1 1(v7 THE SALEM NEWS PUBLISHING CO. 155 Washington Street Salem, MA �P.rRrA L� wA �:-)�+iresTor1 11 5-7L-E-Vo`�-n0r-i PHASE 1 FACADE IMPROVEMENTS: I STOREFRONTS 159-167 Washigton Street � �S �F/GES G(i1�...�/G/�!' C�`f/Cics �—�'"r/°t/L �Y/7Z/�fL� /C�Ti •+0t/(_ uP � Drawing title I ELEVATION STOREFRONT PLAN i5s /5-7 Ad /(03 /!oS /67 Drams ing ',umher A - 1 op�7 wAs �i 67ON sr, 4E:;'7-o�FI¢Dr- +T� ( Isj - iol ) Set 6G /c, m A31 AIINOS PAVER INC PIERCE ARCHITECTS 175 Essex Street Salem, Massachusetts 01970 508 745-3330 Consultants - _- ------- _----- -t- - T+ -- n r-- -- _I! t l I I i jl I I ji I I I - - I r - - r rr-- i ji-- _--- Prn et t Number r � IL- _ I , Drawn by I ked hv Uri F d 77 r - - i -- - RI Mte l3 t _ L __Jk 1 T -- -- t 7 II I -- Project /65 i5 7 15� /!o! /!03 THE SALEM NEWS PUBLISHING CO. 155 Washington Street Salem, MA 1 P.r�T� � vv��►-� iN6Tor+ <T: P PHASE 1 FACADE IMPROVEMENTS: STOREFRONTS 159-167 Washigton Street 0 - -r -� Drawing title a ELEVATION _ STOREFRONT PLAN /03 406- /07 5� ale Drawrng Numher A - 1 i ly6 T"0�4 �T 4 770 F I�r TS ( 10 - 119-� Set 6G� ie. psi 0 m .o e AUROS PAPER INC. PIERCE ARCHITECTS 175 Essex Street Salem, Massachusetts 01970 508 745-3330 unsultant TF -- = --- 1 - -- I � I I I I it I ---- - --- < . -__ _ - -- I � I I I -- I 1 I I Prnit c t Number I -- - - - - ---.-. )rawn y LL I r � F tir,. Kevison Date By I r � ` I I _ I I Nrr,le( t /55 /,57 I Aos /405 /(07 THE SALEM NEWS PUBLISHING CO. 155 Washington Street Salem, MA 1 ART� L VV4'��:*fr16'TOr-1 ��. �LEv�-rivr-' ( Ise 1 /O") PHASE 1 FACADE IMPROVEMENTS: STOREFRONTS 159-167 Washigton Street S G�FiGES ��`i� �n''c�s � P�lrt/L• �-c/Tt/iC�' -- uP j Drawing title jU V�TlBc/LE ELEVATION - u STOREFRONT -- ---- ---- - - PLAN isS /57 /50) Ad /(03 /(or (07 Drawing Nurnher A = 1 2 � -►-I�l_ �4�N oP:7 WASI-tlI`6,70N 4�TI:�?,ONTS ( Is - 10—) l�rl = Set 6Gfil ,Yf�/c 0 a AUROS PAPER INC PIERCE ARCHITECTS 175 Essex Street Salem, Massachusetts 01970 508 745-3330 Consultants �I r . jN_r .--__.. - -I I � I lilIy i-._ _ i �'—____. . ___ t�___. __ r _1 .. . - j,_ 1-- _ _ _ - - _—tIleI 7TrI Lw . . * Ir/y J I -- 1 l /N — ��cf ✓aNns r E_.XP�4NS'OM - � - P'3 - --- ��—�,l r I-: - .arf/43E i ov ,4tGwi7eavE l )CAWQr- Sol SAO 4 WO /� - - - - Project NUmher GD4ittwET=i — T -- sjOlt 4 e3 } I I I , - —r _ - -- --- - -- fact' I7 /993 ' '1 - -- --- - 'fin. Kc•rivon Date Bb' T - 1 I Y I , l'♦ /St /S /5 /�1 I I/03 Project THE SALEM NEWS NO Co LuMNS ,J �, fi - PUBLISHING CO. k- 4 z+3 0/.= wo'r' - /0-0.0— 155 Washington Street R P/1r/f^,• //t!/940V6t11�1/T 4,60"1 'Ap'e GYM Salem, MA • OF�'70C/r/d✓ Q� E�T,lMb 6TAt�,�i'aM't� . /I', GOV5J7eUC�/dV A� NEW fGY�uG�r7,'/b'� dr �� X19 `4c- NEIV S7� A �' r�lL► VNAott)H-lNF77Cr-1 �vTl 5_: LEVA,7-I0N I 101 \ f�jj PHASE 1 - l �N/vU0 OVC�j/Mb 4SN/CE. FACADE q /eWolVb cj «�i�6 aF S T G44N�E , IMPROVEMENTS: 7 " STOREFRONTS S4 i1/e!pVS ST�� } - - --�` NEWS TU/zCr4/L -t/RI�E /e �t/l_ 159-167 Washigton Street Is�0 — -,} 7`0" - _44- ------ 44 /� A- � eoue•�s T O : IN4& `O ' / LI w /SQ�� kylAlcS / b l)rawlnKtltle astiT�bch . VEST/BcJGE — - t - I— �ca --�i—>r1�lB�i'�G//?7�`r�f---------�-��1I`�---�_��, ��_--�?t_'_••n..--_.T�TLT/L �•1' ")--` '`S. '�I',--" �-I;+��wQGf�o'% �J" I�'_ 1,� -i5GI'-0-�'n7•"—T1�T'�I S"yT_T� 54-'--(_-Od'��✓r/ �l 1�L 'r " F9?bV0 XdGd!rAcT10V E-W /-2 ELEVATION 7`57-, STOREFRONT PLAN / sF/ 77 / / / =6 7,1 Drawing Number � ' Oyf"IiS4) /6.1 d/N5l/5"0 / L /54(0' its , /5.1, "PAX -0 AL" iod440'4r1'vv 7" / '7M " �/ / '-/o /` ErST�ive01 Am 1 It— If ysiN6 � N � oEFIUr` �L /fj CC`` I/• 11 = II'�M Y Set / !/?t S J a Ir /�9�OV�S b AUROS PAPER INC 'J✓'•" M�^D �,nvGYIG' i/a Y - M svoK/ 3 /cam �riEc,o PIERCE ARCHITECTS 140 175 Essex Street husetts OL7 / -- - — 08 745-3330 Salem, assac � 0 5 / S SCXdO \ //i " -OVI 4 LFi1C Consultants -- ---- — - CKI 4oOpW*VA77 0I - C1 5EcT/Gw 1 , / i/�/L2A J _ �&ZAv A45 4*4*10,1 �11RFi�+T /�D`aVY-E• 'T c6d I. v RFS/bVE Gxi4TiNb r' orZoI i Chi/��J ifE/EWT 7D 451 lO� d' .a.BoVE F 1vI I �I' - 1 ' ��' fiH/, i100•t s1T1 GC1L , of /1W?v9Fz15 10I it r7\ jl - 3 1 _v Project er Drawn by T(/ C04- N9J'1/ GO✓ C hecked by r 1a O"` ALL Date v, �- �- _//ir' TCj �it5yt/6 7 ✓UG /aJ�f3 F ' 3 , ' JS I 3 �!j✓�f No. Revision Date By /I` I/ OV 2 � Protect -- -- - -- is=1� E _ THE SALEM NEWS s z FncE+� - - -- _ _ q� PUBLISHING CO. N : �., d � � «jP E i.Yl-aE C/fo O r 4- 5 F /9jT '��Z` ` �0 } ♦ r — - 15 Washington Street N6 SxXWW* �I ` taryr-..L 7- Ht"4" 3�^Pr - Salem, MA --- 41, ._ T PHASE FACADE - I'�L,•15/Ei� PoCl�� ! GOR/G, IG�W/F�n j , - - SGL IMPROVEMENTS: W/�rf �.i,= vim. 7V MAW,4=WftrI 6,11 r"OVI -de- � " STOREFRONTS �./ ,,, IOr �f-s /2"O GI -• 2 f''+ s nv= oG I✓/tt-� PD��//o�E, t � Ml•�t/b G49G. - � M," GO/"/i`+rK.7� a g �;WE(fi /�j"O.G, y/• / : /y�Z,• I � �• `i+//O /4T�� ih'�S � L / - I 159-167 Washigton Street 5=2"�,o. ,cyuo fiyo, p�M • Oar009'C 4�VI - - - --- -- ------- - - --T� ON @sTORc OrIT ENTRP�NGE 3 ENL�►R�Ep �L��/f�TlOr! _ �TOFZE-F"RONT" SEC-TIOrf �/2" sem yi"a0' � r E I ,0 „ WINz:ew Sid a - q-s r Rd(wC, 570x5 - V _ ' -- - - ° -- - - -� - G././� G6•VG r �iVO .3EGdW T 3'y /QiA'" � I�lVEL i`Jduecw/c5�� u� �!} _ 'E st-s i�s 'O \J Drawing Title `�Y —`-J/ 0 + i �� a /iy ' IkdGA►.'Nb w -- - 1 w �� \ ENLARGED !?•.S �� `` y Z � n"/' ` 1�� `�� 5t " r °` PARTIAL PLANS, / r - Wily .75 !6 SJ c - 4V SECTIONS & \ 4 ��qo II `► `� '��„ x. �+T' -- — - >'wocr --- --` _ qI= DETAILS + , a/ r /,/-, ca-vt�. to _ �� srr� �x/sT aw�� L ►�'` I Q N CGo44'6 /N lc//4oI - JN~� N `, ticale mown/ Drawing Number 1 V F -- - �` - - � �oe�=/eyv� yvi/vrxu/ T • .k-�— _ - - -- - � ` � srT Fruo. ,e�EloW � , Z low 4 L F/ii/. - /121 r1f, .� 3"q d�q�1lJ� — — - �' * S,9„ GA�nA55 /5" { `/ 3 ` � � � A = 2 -- -- -- - - ---- - t r t I 0 ��N DET-4I � Com' `a70REf=FZ0r- 7 ENTRANGG- � PLAN D�-:7AII_ @ VESTIP U`E TYPICAL L- j„ s 1'"0Set MHe R AUROS PAPER INC r TECHNICAL SPECIFICATIONS PIERCE ARCHITECTS 1 GENERAL R EQU I R E M ENTS 0303 Air Entraining shall conform to ASTM C 260: Foundation walls and exposed exterior conditions - 4 to 8%, 0610 Boa Ring Drill holes 1116 larger in diameter than the bolts being used. Drill straight and true from one side only. HARDWARE Bolt threads shall not bear on wood Use washers under head and nut where both bear on wood, use washers 175 Essex Street Footings and other Concrete 2°o to 4°a, Salem, Massachusetts 01970 under all nuts; where appropriate or as indicated countersink all bolt heads. 0805 Base Metal: Provide hardware items of plated brass or bronze base metal for all exterior hardware unless noted PERMITS FEES AND NOTICESotherwise, except stainless steel and aluminum items. 508 745-33so 0304 Reinforcing Steel shall conform to ASTM A 615 Bar sizes #3 and #4 - Grade 40:. Bar sizes of #5 and larger - 0611 Metal fabrications and rough hardware required for inserts and anchorages shall be hot dip galvanized steel, ASTM Grade 60 0806 Fasteners: Provide concealed fasteners wherever possible. Do not use through bolts unless approved by 0101 The Contractor shall secure and pay for the building permit and for all other applicable approvals, permits, A386 and A153 Use materials of size and thickness of required size, grade and thickness to produce strength governmental fees, licenses. certificates of inspections and occupancy, and shall post all bonds necessary for the and durability in finished product Architect. Provide Phillips flat head screws which match finish of hardware being fastened for all visible fasteners „multam, proper execution and completion of the Work which are customarily secured and/or which are legally required. 0305 Welded Wire Fabric shall conform to ASTM A 185: 6" x 6" - 2.9 x 2.9 welded steel wire. Y 0612 Air Infiltration Balmer / Building Paper 6.1 mils polyethylene fiber equal to Tyvek 0807 Hinges and Butts. Provide products of one of the following manufacturers if they meet or exceed the 0306 Quality Control: Comply with ACI Codes. 0102 The Contractor shall give all notices and comply with all laws, ordinances, rules, regulations and lawful orders of any requirements of these specifications. Hager, Lawrence, McKinney, H. Soss, Stanley. public authority bearing on the performance of the Work Sampling - ASTM C 172; one set of three cylinders for each 50 cu. yds. Testing - ASTM C 39, 1 cylinder tested at 0613 Sill Sealer Gasket: Glass fiber resilient insulation fabricated in 6"strip form for use as a sill sealer, 1" nominal Provide full mortise, 5 knuckle, heavyweight hinges with 4 ball bearings for all doors. 7 days, 1 cylinder tested at 28 da and 1 cylinder retained for later testing if required thickness compressible to 1/32", in rolls of 50' or 100' in length. y yl days, y 9 eq Hinge Height: 4-1/2". Provide minimum 4-112" wide hinges, 3 hinges per door. CODES REGULATIONS AND AUTHORITIES 0103 It is the responsibility of the Contractor to make certain that the Project is completed in accordance with all 0307 Moisture barrier shall be clear 8 mil polyethylene film 6.2 FINISH CARPENTRY Pins.. Provide flat button pins matching hinges in finish and material. Provide non-removable hinges on exterior applicable laws. statutes. building codes, ordinances, regulations and approvals of inspection authorities having 0308 Finishes: and out-swinging corridor doors, provide non-rising pins for all other hinges. jurisdiction. It the Contractor observes that any of 'he requirements as indicated in the Contract Documents are at Foundation walls shall have tins removed and holes and honeycombing filled. Rub with a concrete brick to variance or in conflict therewith in any respect the Contractor shalt promptly notify The Architect in writing, such 0621 Submittals Submit full size samples measuring a minimum 6" in length for all moldings specified and as indicated 0808 Locks and Lalchsets: Provide Lori Lock mortise locksets and latchsets as manufactured by the Lori Corporation, smoothen projections and rough spots. on the drawings. that any necessary changes or corrective procedures can be agreed upon in writing by all parties, prior to or equal as approved by Architect Provide 6800 Series Mortise nuance a esets as o ws: commencement of the Work. 0622 Shoo Drawings: Submit shop drawings for all custom fabricated finish carpentry items including but not limited to Trim Design: Traditional escutcheon plates with Colonial Handlesets outside and Colonial Levers inside. moldings, brackets, Storefront and door frames. standing and running trim, panels. 0104 If any work completed and/or installed does not conform to said laws. codes, regulations, ordinances and 4 MASONRY Features, 1"throw deadbolt, direct spindle drive handlesets, standard mortise lock template, solid forged brass approvals, the Contractor shall bear all costs incurred in correction for conformance 0401 Granite: Provide granite complying with ASTM C615, Architectural Grade, and with the National Building Granite 0623 Exterior Standing & Running Trim shall match dimensions, details and profiles indicated on the drawings. Comply construction, simultaneous retraction of bolts from inside, return lever meeting access codes. THE CONTRACTOR Quarries Association requirements for color and finish qualities. Provide stone color/varieties and finishes as with PS 20 and applicable grading rules of respective grading agency for species Manufacture to sizes and listed below: patterns using seasoned lumber. Use pieces made from solid lumber wherever possible, or glued-up pieces at Finish: US20A Contractor's option for painted work. Boards and worked lumber products shall be Eastern White Pine, Grade 1, 0105 Exercise proper precaution to verify all existing conditions and layout of work Contractor to notify Architect of any Clear, or other clear select hardwood, as approved by the Architect. No knots, stains, pitch, warp shakes or Strikes: Provide standard box strikes with extended curved lip and finished to match lock or latch. discrepancies immediately, and prior to commencing with the Work. 1. New Hampshire Gray, 18"x18"x3/8" thick (Alternate: 12"x12"x3/8"thick). sand blasted finish (matching flamed finish) as provided by Milford Granite at 508-478-6609 checks allowed. Materials and installation shall be suitable for paint. All material shall be off the highest grade 0106 Contractor is responsible for any error resulting from failure to exercise such precaution. Such error will not be available, in accordance with grading standards. Standing and Running Trim shall meet the requirements and Rabbeted Doors: Provide rabbeted locks and latches. specifications of the AWI "Architedural Woodwork Quality Standards", Section 300 - Standing and Running Trim, considered subsequently as a basis for extra compensation 0402Samples: Submit two samples not less than 12" x 12", of each type, and finish of stone required Include in each & Rails (Interior and Exterior) All fabrication, method of assembly and joints shall be executed in accordance with Extension Flush Bolts Provide concealed vertical extension flush bolt hardware at all pair of doors to Storefront set the full range of exposed color and texture to be expected in the completed work. 0107 Contractor is to lay art work and be responsible for all lines. measurements of the building, and other work the AWI Standards for "Premium Grade Entrances, with materials and finishes matching locks and latchsets. executed under the Contract. MORTAR MATERIALS 0624 Panel Products: Provide Extario' Grade Plywood fabricated with Type 1 (waterproof) adhesives Exterior Panels 0809 Threshold Saddles: Provide Extruded Bronze threshold saddles as manufactured by Pemko, #254-4B Extruded 0108 Contractor shall Amplete all cuffing and patching as required to complete tine work as described in the 0403 Portland Cement Provide cement complying with ASTM C150, type I or type III, free from water soluble salts and shall be surfaced with either a softwood veneer or with Medium Density Overlays (MDO) with a face veneer of Bronze (brass) 8" with thermal break. Construction Documents Do not cut or patch any work in a manner that would result in the failure of the work to alkalis. Provide cement complying with the staining requirements of ASTM C91 for not more than 0.03% water either Natural Birch or Douglas Fir, rotary cut. Backing veneer to be same species and grade. Face pattern shall be r operational life or alkali. Provide cement that exhibits no efflorescence when tested in conformance with standard Plan. Finish shall be Polish sanded. Panel products shall meet the requirements and specifications of the AWI 0810 Door Stops: Provide floor or wall mounted door stops as manufactured by Ives, models 406, 407 or 408 to suit perform as intended, decreased energy performance. increased maintenance. rch eased op soluble en o "Architectural Woodwork Quality Standards". Section 200 - Panel Products All fabrication, assembly and joints wall conditions and 436 or 438 to suit floor conditions and clearances. Provide carpet risers as required. Materials deceased safety Do not cut structural work without written approval from the Architect Provide temporary efflorescence test, ASTM C67, modified to use 2" x 7" x 2-1/2" mortar samples consisting of a mixture of 1 part by shoring and bracing as necessary Use materials identical to materials to be cut and patched Provide finished weight of cement under test and 2 parts of Ottawa sand mixed to a flow of 100% with water. shall be executed in accordance with the AWI Standards for "Premium Grade" and finish to match locks and latchsets. " ''' 67:5 / work which will result in equal or better than existing performance characteristics dor: Provide cement color as necessary to provide mortar color which matches the granite color. Lime: ASTM C207, hydrated, type S. 0625 Door Frames & Vestibule Framing System/Exterior and Interior shall match dimensions, details and profiles 0811 Door Closers: Provide LCN 2030 Series 'Pacer' (cylinder size 2031 or 2034 as required) concealed heavy duty 0109 Should a contractor find discrepancies in or omissions from the drawings and specifications, or should he be in indicated on the drawings, be constructed of Hardwood Lumber as specified herein, and shall meet the closers designer to fit in a narrow 1-3/4"transom frame. Provide US20A finish. doubt as to their meaning, he shall at once notify The Architect prig to proceeding with the work. The Architect Grout Aggregate: Complying with ASTM C404. requirements and specifications of the AWI "Architectural Woodwork Quality Standards", Section 900A and 900B Mortar Aggregate: Complying with ASTM C144, well graded, except for very thin joints (less than 114') use • Door Frames (Exterior and Interior). All fabrication, method of assembly and joints shall be executed in oWINDOWS. has final authority gradation with 100 passing No. 16 sieve. accordance with the AWI Standards for "Premium Grade" $.2 WOOD WINDOWS p Water: Clean and potable. THE ARCHITECT ✓ULr/'f 93 0626 Hardwood Lumber Comply with AWI "Architectural Woodwork Quality Standards", Section 100 - Lumber. MORTAR AND GROUT MIXES Hardwood shall be Honduran Mahogany, Plain sawn, Grade 1. Optimal Moisture Content 19-15°0. Fabrication and 0821 Submittals. Submit manufacturer's product data, installation instructions, use limitations and recommendations for 0110 The Architect shall interpret and decide matters concerning performance of the Owner and Contractor under the Y requirements of the Contract Documents The Architect's response to such requests shall be made with joinery shall conform to the applicable AWI Quality Standards, Premium Grade. each window used. Provide certifications stating that windows comply with requirements. ` h"` "" � "'" F` 0404 Mortar. Provide non-staining mortar complying with ASTM C270 property specifications Provide type N mortar for reasonable promptness and within any time limits agreed upon all above rade work, except as indicated otherwise Provide an mortar at the Contractor's option. 0822 Shop Drawings Provide large scale shop drawings for fabrication, installation and erection of all parts of the work. gepoxy P 0627 Installation. Install standing and running trim with the minimum number of joints possible, using full length pieces Grout Provide grout complying with ASTM C476 and with consistency appropriate to conditions so that grout will from maximum lengths of lumber available. Cope at returns, miter at comers to produce tight fitting joints Use Provide plans, elevations and details of anchorages, connections and accessory items. 0111 Interpretations and decisions of The Architect shall be consistent with the intent of and reasonably inferable from completely fill all spaces intended to receive rout Grout for anchors shall be quality controlled hydraulic cement, the Contract Documents, and shall be in writing or in the form o1 drawings When making such interpretations and y P 9 q y Y scarf joints in set n a continuous bed of sealant to form end-to-and joints – quick setting, non-metallic' ixtures a antifreeze agentsDo not use calcium Por-Rok or Architect approved substitute. 0823 Samples. Submit fully finished 12" corner section of an actual window showing construction. cladding, initial decisions, The Architect shall endeavor to secure faithful performance by both Owner and Contractor, shall the extremes o not show partiality to either, and shall not be liable for results of interpretations or decisions so rendered in good Limitations: Do not use admixtures Do not use masonry cement. weatherstripping, glass an glazing Provide two pars o 12 o — chloride appearance characteristics to be expected within the work. Provivi wood sonode one fully finished showing shed samam ple of each type of faith. 7 THERMAL & MOISTURE hardware used in the windows. FABRICATION 0112 The Architect's decisions on matters relating to aesthetic effect or accuracy of historic interpretations, shall be find 0701 Submittals: Submit manufacturer's product data. installation and curing instructions. use limitations and �— Pr 9 0824 Acceptable Manufacturers: Provide products of one of the following manufacturers if they meet or exceed the it consistent with the intent expressed in the Contract Documents the approvals of the Massachusetts Historical 0405 Stone Fabrication. Fabricate work to be straight and true, plumb, level and square .and to sizes, shapes, and recommendations for each material used. Provide certifications stating that materials comply with requirements requirements of these specifications The Woodstone Company, Architectural Components, Inc. or approved Commission, and the approvals of the Salem Redevelopment Authority profiles indicated on drawings, Fabricate work with uniform, tight joints Comply with requirements of applicable equal trade associations. Cut and back-check stone as necessary for correct tit and clearance Dress all joints straight 0702 Damproofing shall be cold applied asphalt emulsion type. recommended for below grade exterior and for above SUBMITTALS and at right angles with arises, unless indicated otherwise. grade interior applications, as manufactured by Sonneborne Bldg Products, Tremco Cc or approved equal 0825 General: Provide primed, un-clad wood windows. THE SALEM NEWS 0113 Reguired Submiffas Submit shop drawings product data, initial selection samples. verification samples, 0406 Joint Widths Maintain a uniform 1/4" wide joint 0703 Vapor Barrie r shat be 6.1 mil carbonated polyethylene film rated 0.1 perms or less Install with adhesives or sell- 0826 Wood Western Pine, Eastern White Pine. or South American Mahogany selected for uniformity of appearance PUBLISHING CO. calculations, coordination drawings schedules and all other submittals as specified for each part of the work. adhesive tape as recommended by manufacturer, lap and seal all seams and laps onto other worn. before assembly and treatment. Wood shall be dried to an average moisture content of 12010 with moisture content of 9% to 14% for individual pieces. 155 Washington Street 0114 Submittal Schedule Within 30 days after award of contract and before first application for payment, prepare list of 0704 Insulation Batt or Blanket insulation for al exterior stud walls a^J cavlies snarl be full thickness fiberglass. thermal Salem, MA submittals in chronological sequence showing all submittals and proposed date first due at Architect's office and 5 METALS resistance for 6" = R20. 9"=R32.5. Rigid insulation for foundations and below grade areas shall be 2" extruded 0827 Wood Preservative Provide non-swelling, water repellent complying with FS TT-W-572, Composition A. proposed date due to be returned to Contractor Note relevant specification section number. polystyrene, closed cell, complying with ASTM C578. and having an integral high density skin, minimum thermal 0115 Product Data Provide manufacturer's prepnntec literature including, without limitation, manufacturer's standard 0501 No Work under this Section resistance for 2" = R11 "Bead Board" will not be acceptable 0828 Adhesive. Provide waterproof resorcinol or melamine adhesive. printed description of product, materials and construction, recommendations for application and use, certification of compliance with standards, instructions for installation, and special coordination requirements. Collect data into 0705 Snow & Ice Shield (Membrane Roofing) shall be 0 060 inch thick (black), EPDM compound elastomer sheet, 0829 Glass and Glazing' Provide sealed double insulating clear glass complying with the requirements of tion 8.3 Glass and Glazing. Provide manufacturer's standard thicknesses for the application, dic minimum, 1"desired. one submittal for each unit of work or system; mark each copy to show which choices and options are applicable to meeting ASTM D 3253. Provide tapered insulation at all crickets at all rising walls Provide manufacturer's 6.1 ROUGH CARPENTRY recommended fasteners and adhesives and sealants. for bonding, splicing, lapping and pourable pockets. All Provide tempered or laminated safety glass where required by authorities having jurisdiction. Provide window PHASE 1 project. Subm t at least 1 reproducible copy and four additional copes. Verify that the Installer has a current copy manufacturer's standard vinyl, neoprene, or butyl gasket glazing system Provide true (individually glazed) divided of the relevant product data, including installation instructions, before permitting installation to begin. wood blocking and plywood shall be pressure treated. FACADE 0601 Provide solid wood blocking in stud walls 10 receive wood sash, frames, trim, panels. moldings, etc., as required. light windows. IMPROVEMENTS: 0116 Shop Drawings: Provide accurately prepared, large scale and detailed shop drawings prepared specifically for this 0706 Flat Seam Rooting and Flashings shall be copper sheet. ASTM B 370 16 ounce (0.0216" thick) cold rolled copper, WINDOW TYPES AND OPERATIONS on reproducible sheets. Show adjacent conditions and related work. Show accurate field dimensions and 0602 Framing Lumber. Manufactured lumber, S4S and grade stamped, to comply with PS 20 and applicable gradin, temper H00 Provide flat locked and soldered seams with batten expansion joints as indicated on drawings. STOREFRONTS project rules of inspection agencies certified by ALSC's Board of Review Provide lumber with 15°° moisture content at Comply with the specifications, fabrication assembly and construction details of the "Architectural Sheet Metal clearly note field conditions. Identity materials and products in the work shown. Note special coordination 0830 Direct Set Provide fixed windows in locations, saes and configurations indicated. 159-167 Washigton Street required. Submit at least 1 reproducible copy and four blackline prints of Shop Drawing submittals time of dressing and shipment, for sizes 2" or less in thickness Moisture content Icor all blocking adjacent to finish Manual" by SMACNA, Plate 119 - Flat Seam Roofs. including but not limited to Root Sheeting Detail 1, Expansion millwork and/or finish interior carpentry shall not exceed 5%. Provide solid wood stiructural framing members of Batten Detail 2, Junction Parapet Wall Detail 3 Roof Edge Detail 4 Seal moving parts of metal work with FABRICATION 0117 Samples: Provide units identical with final materials and products to be installed in the work Where indicated, Douglas Fir , Grade - Structural No. 2 elastomeric sealants complying wdn FS SS-T-00227 Provide permanent separation of metals from all corrosive prepare samples to match Architect's sample Label each sample with description. source, variety name or substrates including cementitious materials, wood or other absorbant materials (with 15-mil sulphur-free 0831 General: Provide windows in locations, sizes and configurations indicated. Match profiles detailed. Fabricate manufacturer's name and model number Architect will review samples for confirmation of visual design intent, 0603 Fasteners and Anchorages: Of size, type, material and finish suited to applications shown and complying with bituminous coating or other appropriate materials) windows from solid wood. Sash shall permit easy reglazing. All machining and fitting shall be done in the factory color, pattern, texture and type only; Architect will not test samples for compliance with other Contract applicable standards including FS FF-N-105 and FF-W-92 and ANSI B18 6.1. Provide metal hangers and framing anchors o1 size and type recommended for intended use by manufacturer Hot-dip galvanize all fasteners and 0707 Joint Sealers joint fillers and other related material shall be compatible with one another aind with substrates under Exterior Wood Windows shall meet the requirements and specifications of the AWI "Architectural Woodwork requirements which shall remain the exclusive responsibility of the Contractor. Quality Standards", Section 1000 - Exterior Windows. All fabrication, method of assembly and joints shall be anchorages for work in ground contact and high relative humidity to comply with ASTM A 153 Fasteners and service and application conditions. General exterior sealant shall be paintable low modulus, one-part low modulus executed in accordance with the AW' Standards for"Custom Grade" anchors as manufactured by Simpson Company,"Strong Tie Timber Connectors", or approved equal silicone, G.E Silprut or equal. General interior sealant shall be paintable acrylic-latex, Pecora "AC-20" or equal & EARTHWORK Backing rod shall be either open-cell polyurethane or closed-cell polyethylene foam Bomd-breaker tape shall be 0832 Construction: All permanent joints and facings shall be bonded with waterproof adhesive. Provide weeps and 2 SELECTIVE DEMOLITION 0604 Plywood sheathing, subtlooring and underlayment shall display the APA trademark as required for the intended polyethylene tape or other plastic tape as recommended by the sealant manufacturer use as follows: pressure equalizing vents in sill portion of sash glazing channel. All wood shall be water repellent treated in DEMOLITION 0708 Elastomenc Sealant for Concrete Paving Provide self-leveling polyurethane sealant for all paving and floor joints compliance with NWMA I. S 4 - three minute dip. Subflooring APA RATED SHEATHING, C-C EXT APA with exterior glue. 3/4" thickness, tongue and grooved not indicated to be sealed with another type of sealant. Provide two or more part. self-leveling, polyurethane 0833 Finish: Provide primed wood for field finishing specified under Section 9. 0201 The Contractor shall complete all selective demolition as required to complete the construction of the new storefronts based elastomeric sealant, complying with ASTM C920, FS TT-S-00227E Type 1 Class A, , having Shore A and facade improvements in accordance with the Construction Documents Wall and Roof Sheathing: APA RATED SHEATHING: C-C EXT APA with exterior glue, 112" and 3/4"thickness as hardness of not less than 55 when tested according to ASTM D2240, cured modulus of elasticity at 100% indicated on drawings. elongation of not more than 150 psi when tested according to ASTM D412. and tear resistance of not less than 50 0 0202 Refer to "Demolition Notes" for additional information Ibs.fmch when tested according to ASTM D 624 Provide one of the following products or Architect approved $•3 GLASS AND GLAZING 0605 Preservative pressure treat lumber and plywood with water-borne preservatives to comply with AWPA C2 and C9, substitute: Pecora Urepan NR-200, Tremco TAC 900. a Sika 1A, SL Colors as selected by Architect. 0834 Product DataSubmit manufacturer's descriptive data, installation instructions. use limitations EARTHWORK respectively, and with requirements as follows Wood for above-ground use shall meet AWPB LP-2, for all wood SPECIFICATIONS less than 2' above finished floor level, and all wood in direct contact with masonry ou concrete, and as indicated on . recommendations for each type of glass. Provide certifications staling that materials comply with requirements. 0203 FII shall comply with AASHTO M145, Group A-1, A-2-4, A-2-5. A-3 the drawings. 8.1 WOOD DOORS & HARDWARE Warranties: Submit example copies of manufacturer's warranties before ordering materials. Compaction of Structural FII: 96% at optimum moisture content, one density test for each 50 cubic 0606 Install rough carpentry work to comply with "Manual of House Framing" by National Forest Products Assoc. (N.F.P.A.) and.with recommendations of American Plywood Association (APA), unlless otherwise indicated. 0801 Submittals: Submit full size samples measuring a minimum of 144 square inches for all components specified and 0835 Sam es: Submit three 12" X 12"samples of each glass and glazing material that is to be used in the work. yards of fill with a minimum of two tests required. Provide 12" long samples of sealant and glazing materials. Samples of single thickness nonfabricated dear glass Comply with recommendations of manufacturer of product involved for use intended Set carpentry work to as indicated on the drawings. required levels and lines, with members plumb and true and cut to fit. are not required. /VGYVE Compaction of Underslab Fill 95% at optimum moisture content; one density test for each 1000 sq. It. required 0607 Shop Drawings: Submit shop drawings for all custom fabricated items. 0607 Securely attach carpentry work to substrates and supporting members using fasteners of size that will not GLASS MATERIALS AND PRODUCTS of surface area. with a minimum of two tests reg \urnhr penetrate members where opposite side will receive finish materials Install fasteners without splitting wood, 0803 Stile and Rail Wood Doors shall meet the requirements and specifications of the AWI "Architectural Woodwork 0836 Clear Float Glass Type I - transparent, flat, Class 1 -clear, Quality q3, glazing select Compaction of Backfill 90'a at optimum moisture content fasten panel products to allow for expansion at joints unless otherwise indicated Quality Standards", Section 1400- Stile and Rail Doors All materials, workmanship, fabrication method of assembly and joints shall be executed in accordance with the AWI Standards for "Premium Grade" Wood doors 0608 Bearings: Make all bearings full unless otherwise indicated on drawings. Finish all (bearing surfaces on which and moldings shall be constructed of solid lumber, Honduran Mahogany, matching the profiles, dimensions and 0837 Clear Tempered Glass Provide ASTM C1048, Condition A, Type I, Class 1. Quality Q. kind FT 3 CONCRETEstructural members are to rest so as to give sure and even support Where framing members slope, cut or notch details as indicated on the drawings. the ends as required to give uniform bearing surfaceAil. 0301 Concrete strength shall be ready mix ASTM C 94 Foundations and footings - 3000 psi at 28 days Slabs on grade 0804 Weatherstripping: Provide spring bronze weatherstripping at all door head and jamb conditions. 0838 Loa mi IncINcoatined Glas Pro ide clear non-reilective prode Architect approved substitute "FASTENING metallic coated glass as manufactured by 4000 psi at 28 days 0609 Nailing Use only common wire nails or spikes of the dimension and spacing as specified in Table 3403-2 Provide Automatic Door Bottoms as manufactured by Pemko, Commercial (Heavy Duty) Series #434AR, 9 "FASTENING SCHEDULE" of the Massachusetts State Building Code, except where otherwise called for on the aluminum, fully mortised (including flanges) into bottom of doors. 0302 merit shall be Portland Cement Type a II drawings Provide penetration into the piece receiving the point of not less than 112 the length of the nail or spike provided, however, that 16d nails may be used to connect two pieces of two inch nominal thickness Do all nailing MSG without splitting wood. Pre-bore as required. Replace all split members. �� ((tett!(! WOOD MOLDING PROFILES PIERCE ARCHITECTS 0839 Vertical Insulated Glass: Provide factory assembled, hermetically dual-seal units with dehydrated air space and 10 SPECIALITIES KEY MANUFACTURER PRODUCT No. PROFILE 175 Essex Street having the following characteristics: i Salem, Massachusetts 01970 1001 All signs required by The Owner shall be provided by The Owner and installed by Contractor. I \ 508 745.3330 Primary Sealant: Polyisobutylene with minimum width of 1/8". A Windham Millwork, Inc. 5005 I Windham Millwork, Inc. 2832 Secondary Sealant: Silicone; General Electric ISG 3211 or 3103 or Dow Corning 982. p Seer: Clear finish aluminum with welded, soldered or bent comers. Keys alone are prohibited. Desiccant: Manufacturer's standard. multam Air Space Thickness: 112", unless otherwise indicated. Outer Pane: Clear, non-reflective transparent soft coat (sputter coat) silver rnetallioc coating on the number two surface of insulated glass units meeting the following minimum requirements: Coating VE 1-40, 36% visible light GENERAL NOTES transmittance, Winter U value of .32, Shading cooefficient of .31. 2832 Inner Pane: Clear Float or Clear Tempered, 1!4"thickness. 1. ACKNOWLEDGEMENT OF FEDERAL ASSISTANCE: 1-1l4 x 2-1rz The Salem Publishing Company (The Salem Evening News) PHASE I FACADE IMPROVEMENTS Project has GLAZING MATERIALS AND PRODUCTS been financed in part with funds from the National Park Service, U.S. Department of the Interior, through the Massachusetts Historical Commission, Secretary of State Michael Joseph Connolly, Chairman. However, the B Boise Molding and Lumber Co. 1636 0840 General Glazing Requirements: Provide sealants and gaskets which have performance characteristics suitable for contents and opinions do not necessarily reflect the view or the politics of the Department of the Interior, or the applications intended. Make sure that glazing sealants are compatible with sealants used in insulated glass Massachusetts Historical Commission, nor does the mention of trade names or commercial products constitute 1636 fabrication, with laminated glass inner layer, and with surfaces to be in contact Colors, Provide colors of sealants endorsement or recommendation by the Department of the Interior or the Massachusetts Historical Commission. 7/8 x 1-3/4 and gaskets as selected by Architect from manufacturer's standards. 2. NONDISCRIMINATION STATEMENT: J Blue Anchor Woodworks, Inc. 191 0841 General Glazing Sealant and Cap Bead Sealant: Provide sealant compatible with all substrates and materials and This Program receives Federal Funds from the National Park Service. Under Title VI of the Civil Rights Act of 1964, having maximum Shore A hardness of 50. Provide one of the following products it they meet or exceed the Section 504 of the Rehabilitation Act of 1973, and the Age Discrimination Act of 1975, the U.S. Department of the requirements of these specifications: Dow Coming 795, General Electric Silglaze N 2500, Gesil N, or Contractors Interior prohibits discrimination on the basis of race, color, national origin, handicap or age in its Federally Assisted -\ SCS-1000, Tremco Pr laze. C Custom 8228 09 Programs. It you believe you have been discriminated against in any Program, activity, or facility as described 229 3 b \ above, or it you desire further information, please write to : Director, Equal Opportunity Program, U.S. Department " 191 0842 Preformed Glazing Tape: Provide butyl-polyisobutyleneof the Interior,rubber with 100% solids content in extruded tape roll National Park Service, P.OBox 37127, Washington, D.C. 20013-7127 'ss . form and complying with AAMA 804.1. Provide one of the following products if they meet or exceed the requirements of these specifications: Protective Treatments 303 or 606, Tremco Preshimmed 440 , 3. All existing building finishes and materials, both interior and exterior, other than the storefront systems scheduled Woodmouse Chem-Tape 40. for removal and replacement, shall not be disturbed, removed or altered in any way, except as absolutely necessary and required to install the new work as scheduled and detailed. Suspension of all ceiling & overhead K Boise Molding and Lumber Co. 2171 (3") 0843 Gaskets and Weatherstrips: Provide extruded black sponge gaskets conforming to ASTM C509 with Shore A framing shall be from structural members (beams and joists)only, not from existing wood or pressed metal ceiling 2171 durometer hardness of 40 t5 and 20%to 35%compression. Provide black extruded dense gaskets conforming systems. Provide diagonal bracing to structure at a maximum of 4'-0"O.C. typically. 1-/a x 2-3/4 to ASTM C864 with Shore A durometer hardness of 75 t5 for hollow profiles and 60 t5 for solid profiles. Provide D Blue Anchor Woodworks, Inc. 39 -107- neoprene outdoor gaskets and neoprene or EPDM indoor gaskets. Injection mold all corners of gaskets where 4. All dimensions are to the finish face of wood members, unless noted otherwise, All wood dimensions are shown compatible with installation procedures. Design interior and extenor gasket profiles to produce a glass edge as actual finished dimensions and not nominal dimensions. pressure of not less than four pounds per linear inch and not more than ten pounds per linear inch. 39 0844 Setting Blocks: Provide dense extruded neoprene or silicone with a hardness of 85 t5 Shore A Durometer hardness, a minimum length of 4" and a minimum width equal to the glass thickness. Provide materials as �1_ recommended and approved by glass and sealant manufacturers Provide products certified by their 93oi� manufacturers to be "silicone compatible". E Windham Millwork, Inc. 5019 0845 Shims: Used with setting blocks shall be the same material, hardness, length and width as setting blocks. 0846 Side Blocks: Provide dense extruded neoprene or silicone with a hardness of 55 t5 Shore A Durometer /P hardness. Provide block with sufficient length to prevent point loading on the glass. Provide materials as / recommended and approved by glass and sealant manufacturers Provide products certified by their 5019 7✓ULA' /993 manufacturers to be "silicone compatible". Provide silicone side blocks for insulating units with silicone edge 3/:6 x 3x 3 seals. Neoprene side blocks are acceptable only if permitted by the insulating glass fabricator. 1 L Windham Millwork, Inc. 2842 2842 3/;. 3/4 9 FINISHES 0901 Submittal : Provide product literature and samples of all paint colors and finishes as scheduled. 0902 The intent is to provide a satisfactory finish to all parts of the project, whether noted herein or not, unless specifically stated otherwise. Cover all surfaces thoroughly. If the number of coats specified does not accomplish `C the intent, then apply additional coats of specified material to give satisfactory coverage. F Windham Millwork, Inc. 5024 (22" height) ` 0903 Stainless steel, aluminum, chrome plated surfaces, and all other bright metal finishes shall not be painted unless 5014 M Blue Anchor Woodworks, Inc. 108 108 directed otherwise. �"" B',8 0904 Use only paint and related materials as manufacturered by Benjamin Moore, unless approved otherwise by The —� Architect. THE SALEM NEWS 0905 Clean all surfaces to be painted free of loose dirt and dust before work is started. PUBLISHING CO. 0906 All surfaces sdheduled to be painted shall receive one coat primer and twa coats of specified finish paint. Tint 155 Washington Street primer to approximate shade of the final coat. Touch up all suction spots or hot spots atter application of first coat Salem, MA and before applying second coat, to produce an even result in the finish coat. Dry all coats thoroughly before applying succeeding coats. Follow manufacturer's recommendations for recoat time. 0907 Wash all metal surfaces with mineral spirits to remove all dirt and grease before applying finish. Where rust and/or scale is present, wire brush or sand clean before applying finish. G Blue Anchor Woodworks, Inc. B205 PHASE 1 � FACADE 0908 Putty all nail holes, countersink screws, bolts, cracks, etc. before applying finish. Pr/G IMPROVEMENTS: J 0909 Sand all wood surfaces smooth and even before applying finish N Blue Anchor Woodworks, Inc. 24 STOREFRONTS 0910 Before starting finish work, remove hardware, accessories, plates. lighting fixtures and similar items, or provide 159-167 Washigton Street ample protection for such items. 0911 Sand enameled finishes applied to wood or metal between coats with fine sandpaper to produce even, smooth finish. H Windham Millwork, Inc 5452 ��- 0912 Make finish work uniform for approved finish, smooth, tree of runs sages, and defective brushing and clogging i Make edges of paint adjoining other materials or colors sharp and dean without overlapping 0913 Field painting, except touch-up, will not be required on items specified to be completely finished at factory, unless specifically designated. i 0914 PAINTING SCHEDULE P-1 Benjamin Moore MoorGard Low Luster Latex House Paint (103) /5452 / Body Color 249 P-2 Benjamin Moore : MoorGlo Soft Gbss Latex Trim Pant (096) SPECIFICATIONS Trim Color: HC-112 P-3 Benjamin Moore : MoorGlo Soft Gloss Latex Trim Paint (096) SCHEDULES1Window & Storefront Sash Color Cottage Red 22 GENERAL NOTES P-4 Benjamin Moore : MoorGlo Soft Gloss Latex Trim Paint (096) Metal Trim Color 247 P-5 Benjamin Moore : MoorGlo Soft Gloss Latex Trim Pant (096) `VGL cr'zE Accent Color: 249 / P-6 Benjamin Moore Moore's High Gloss House Pant It 10) Doors. Black Painting Notes: A = 4 Exterior Primers shall be recommended by the paint manufacturer as follows Wood: Moorwhite Primer (100) Stucco: Moore's Alkyd Masonry Sealer (077) Ferrous Metal IronClad Retardo Rust Inhibitor Pant (163) f}/99QO1/,GlL�