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32C-221 (2) AFA G.V9 L UJ VZS, -)z v•, .• ••� Life - aa/ City of A\( _ ?005 Northampton Building Department 1 ceitify that the building located at V ; , _1, 1 " I - a t, 4S pi ti. liiiilding Permit 141000°0ff $, has been bu /altered und- . y supervision and in accordance with the approved plans, and that such plans do conform to all provisions of the Massachusetts State Building Code. �� GE � � G F �� z g No. 7141 MONSON. co ; 36 MASS. ,a I • ;,' !r1? F '1\,",..A1' C ( Gc wt.c ( /rllj 3" Subscribed and sworn to before me this day of OtNiQ v r te, � i _ (�,� • (No ary Public) \'Iy Commission Expires k4 ,C)(11 December 10, 1999 ARCHITECTS INC. Mr. Anthony Patillo, Building Commissioner City of Northampton City Hall DIRECTOR 212 Main Street Edward I- ALA. Northampton, Massachusetts 01060 OPAL Re: Commercial Building C J. Whitham 97 Hawley Street SENIOR ASSOCIATES Dear Mr. Patillo: Don Hafner Richard E. Katsanos As the Registered Professional Engineer for the electrical systems, my ASSOCIATES observation of the installation indicates Electrical Contractor compliance Ann Lawrence Knox with the Plans and Specifications. Very truly yours, A` * °v° \\��0 ARCHITECTS INC. .� f °��TN OF 4,7 �rl/ STENLUND Ron G. Sten und, P.E. No. 33300 : `/) ` •P c o o • 4 � . t p f lit 0 s i0N AI F ARCHITECTS INC. 64 GOTHIC STREET NORTHAMPTON, MASSACHUSETTS 01060 413 -584 -7224 December 8, 1999 ARCHITECTS INC. Anthony Patillo Building Inspector City Hall 210 Main St. DIRECTOR Northampton, MA. 01060 Edward L. Jendry, A.I.A. Dear Sir: PRINCIPAL C.).whitham As the responsible Structural Engineer for the Hawley St. Commercial Building at 97 Hawley St. in SENIOR ASSOCIATES Northampton, I am writing to confirm that the DonHafner structural work has been satisfactorily completed in RichardE.Katsanos conformance with the plans and that the project is ready for occupancy. Should you have additional ASSOCIATES questions or need further information, please contact Ann Lawrence Knox me. l 1/4 (4 Wiiam M. Barry a z , ARCHITECTS INC. 64 GOTHIC STREET NORTHAMPTON, MASSACHUSETTS 01060 413 -584 -7224 ARCHITECTS INC. December 15, 1999 DIRECTOR Mr. Anthony Patillo Edward L.Iendry. A.1.A. Building Commissioner Department of Building Inspections PRINCIPAL City Hall C. J. whtthatn 212 Main Street Northampton, Massachusetts 01060 SENIOR ASSOCIATES Don Hafner Richard E. Katsanos Re: New Commercial Building 97 Hawley Street ASSOCIATES Northampton, Massachusetts Ann Lawrence Knox Sir, As the Registered Architect for the new Commercial Building at 97 Hawley Street in Northampton, I am writing to confirm that the building is substantially complete, except for the attached list of outstanding items, and that work has been done in accord with the Contract Documents and is ready for final occupancy inspections. Very Truly Yours, ARCHITECTS INC. P/44/ cr NI 6 73 41* T3 Challen r J. Ifiaitham ° NORTHAMPTON E MASS. Project Architect ` �J CJW /al IH OF Mas ARCHITECTS INC. 64 GOTHIC STREET NORTHAMPTON, MASSACHUSETTS 01060 413 -584 -7224 3. North Stair Install Handrails to Basement Install Door Hardware to Door to Basement 4. Main Corridor - Secure Face Plate to Electrical Panel with Screws (inside door) - Confirm that Glass in Office Doors is Safety Glass 5. Install water fountain at north reception area. 6. Kitchen — Install sinks, faucets and appliances. 7. South Stair — Complete door hardware installation. C. Second Floor 1. Corridor — Secure remaining screws at face plate of electrical panel. 2. North Stair — Install labeled door. 3. Men's Toilet Install Sinks, Faucets, Insulation Install Grab Bars, Accessories and Toilet Partitions 4. Women's Room Install Sinks, Faucets, Insulation Install Grab Bars, Accessories and Toilet Partitions ARCHITECTS INC. • December 14, 1999 DIRECTOR Edward L. Jendry. A.I.A. LIST OF OUTSTANDING PRINCIPAL ITEMS TO BE COMPLETED C. J. Whitham SENIOR ASSOCIATES A. Basement Level Don Hafner Richard E. Katsanos 1. South Stair — Complete construction of GWB partition to enclose area below stair. Complete 5/8" GWB ceiling within stair tower. ASSOCIATES Ann Lawrence Knox 2. Install remaining anchor bolts at cap and base plates of steel columns. 3. Install metal joist hangers at 2 x 8 joists near elevator machine room. 4. Complete wall insulation at sill plate area at north west corner. 5. Add exit signs to north and south stairs. Install emergency lights in basement. 6. Install labeled door and frame at north stair tower. 7. Seal holes at north stair wall where sprinkler riser penetrates wall. 8. Install baseboard heater at elevator machine room. B. First Floor 1. Men's Toilet Complete Sink Installation and Insulate Water and Waste Pipes per H.C. Code - Install Grab Bars, Toilet Accessories & Partitions Install S.A.T. at Mop Sink 2. Women's Toilet Complete Sink Installation and Insulate Water and Waste Lines per H.C. Code Install Grab Bars, Toilet Accessories and Toilet Partitions ARCHITECTS INC. 64 GOTHIC STREET NORTHAMPTON, MASSACHUSETTS 01060 413 -584 -7224 3 DES f 6 py b DEFT Of BUILFi"AG INSPECTrG�v:, Oil z cal ARCHITECTS INC. December 15, 1999 DIRECTOR Mr. Anthony Patillo Edward L.lendry. A.I.A. Building Commissioner Department of Building Inspections PRINCIPAL City Hall c. J ` °'R"d ' arn 212 Main Street Northampton, Massachusetts 01060 SENIOR ASSOCIATES Don Hafner Richard E. Katsanos Re: New Commercial Building 97 Hawley Street ASSOCIATES Northampton, Massachusetts Ann Lawrence Knox Sir, Per requirements of the Massachusetts State Building Code 780 CMR Section 116, Controlled Construction Services, this correspondence is submitted as confirmation that the referenced project has been periodically inspected and that the architectural, structural engineering and electrical engineering disciplines have been constructed in conformance with the Contract Documents. Attached please find stamped certifications for the disciplines under our control. Also included is a list of these outstanding items to be completed by the Contractor in anticipation of final occupancy inspections by your Department. Respectfully Submitted, ARCHITECTS INC. (44 AMZ: Challeng itham Project Architect CJW /al Enclosures • Cc: Art Pichette, Wright Builders Alan Verson, Owner ARCHITECTS INC. 64 GOTHIC STREET NORTHAMPTON, MASSACHUSETTS 01060 413 -584 -7224 0 7g ' . .o,.. . 0: Nort.i - . 1 : 52 : ` ; l il t Ja.iiii0,0., W -' j = t ---ali...-:.! ,rte,. DEPARTMENT OP BUILDIIQG INSPECTIONS C 212 Main Street Municipal Building �' • INSP.ECTQR .Northampton, Mass. 01060 CERTIFICATE of OCCUPANCY and USE This is to certify that permission is hereby granted under 780 CMR, sixth edition of the Massachusetts State Building Code, allowing the occupancy or use of the premises or structure or part thereof located at 97 Hawle Street as shown on the Assessors Page# , Lot# , Zone in the City of Northampton, as herein specified: CONSTRUCTION TYPE(780CMR 6) 5 USE GROUP CLASSIFICATION (780 CMR 3 B • OCCUPANT LOAD PER FLOOR (780 CMR Table 1008.1.2 100 PSF LIVE LOAD PER FLOOR (780 CMR Table 1606.1) 50 PSF Under the following limitations, special stipulations, and /or conditions of the permits: Special Permit Issued this 17th day of December , 199 9 Certificate of Occupancy and Use # BP -1999 -0953 Authorized Department Personnel Electrical / ,4 ,, iA.4, .,(4. ., Elevator cl l� Fire v� ,i 'K �. Plumbing �. _ i 0— Building .4, � `,�, Gas ``�`� 10 O Building Commissioner ., ,��..._ his certificate shall be posted by the owner, in a permanent manner and in a visible location, on all floors designated as use group H, S, M, F, or B, and in every room where practicable of use group A, I, R -1, or R -2 per requirement of 780 CMR section 120.5 Posting Structures. Building Department 413 -587 -1240 fax 413 -587 -1272 i -" I-0 A'"*?...-- , '77 / ' ,t)- - _t2 ..),-,--_-_,- / 1 l i „--1( .-- , .., , C = f era .."- 3- 7-../)./- CA-P 7 \ ,.-l'i i ) t.'C' .. " )1 A; -4) 7 iof it t A o- - * 01,4 0 j v 7 , 4 40 1,0 "--) 7 17 / s ? ',77) 0 0a-Z2 e 0„-or ,, , , _., , ,„,,_ -;, , _„, , 7 , ,‘„,,, -,„:( 7 , ,, . i- ; .7 - 7 II v 4,fr 1 / 4 . , ) ("' .„- .„- , ( , 7 , , / ,. „..... b b / - k / 7 IA Pr7: (----- 6a 4i < +5 3. North Stair - Install Handrails to Basement Install Door Hardware to Door to Basement 4. Main Corridor - Secure Face Plate to Electrical Panel with Screws (inside door) - Confirm that Glass in Office Doors is Safety Glass 5. Install water fountain at north reception area. 6. Kitchen — Install sinks, faucets and appliances. 7. South Stair — Complete door hardware installation. C. Second Floor 1. Corridor — Secure remaining screws at face plate of electrical panel. 2. North Stair — Install labeled door. 3. Men's Toilet - Install Sinks, Faucets, Insulation - Install Grab Bars, Accessories and Toilet Partitions 4. Women's Room Install Sinks, Faucets, Insulation - Install Grab Bars, Accessories and Toilet Partitions t , tt 5 � . a 7 �!/I ,gM ARCHITECTS INC. December 14, 1999 DIRECTOR Edward L. Jendry, A.I.A. LIST OF OUTSTANDING PRmciPAL ITEMS TO BE COMPLETED C. J. Whitham SENIOR ASSOCIATES A. Basement Level Don Hafner Richard E Katsanos 1. South Stair — Complete construction of GWB partition to enclose area below stair. Complete 5/8" GWB ceiling within stair tower. ASSOCIATES Ann Lawrence Knox 2. Install remaining anchor bolts at cap and base plates of steel columns. 3. Install metal joist hangers at 2 x 8 joists near elevator machine room. 4. Complete wall insulation at sill plate area at north west corner. 5. Add exit signs to north and south stairs. Install emergency lights in basement. 6. Install labeled door and frame at north stair tower. 7. Seal holes at north stair wall where sprinkler riser penetrates wall. 8. Install baseboard heater at elevator machine room. B. First Floor 1. Men's Toilet Complete Sink Installation and Insulate Water and Waste Pipes per H.C. Code - Install Grab Bars, Toilet Accessories & Partitions - Install S.A.T. at Mop Sink 2. Women's Toilet - Complete Sink Installation and Insulate Water and Waste Lines per H.C. Code - Install Grab Bars, Toilet Accessories and Toilet Partitions ARCHITECTS INC. 64 GOTHIC STREET NORTHAMPTON, MASSACHUSETTS 01060 413 -584 -7224 USG Corp. 10/5/99 11:27 PAGE 3/7 RightFAX Select from SNEErRDtite brand This product consists of a fire - resistant, "treated gypsum core" encased in water - repellent paper on both sides Three Gypsum Slmathing and long edges. The benefits of weather - and fire - resistance plus low applied cost make SHEETROCK brand Sheathing Gypsum Sheathing suitable for application under many exterior surfaces--masonry veneer; wood; Products mechanically - attached, drainable -type, exterior finish systems; aluminum; steel and vinyl sidings; wood and mineral shingles; and stucco. It is ideal for use in exterior steel- or wood - framed construction on single - family housing, apartments, motels and light commercial buildings. In commercial work with exterior plaster, SHEErROCK brand Gypsum Sheathing provides flatter walls, more uniform plaster thickness, reduced "shadowing" over steel studs and improved racking resistance in panelized construction, in contrast to unsheathed walls. This is the standard gypsum sheathing product offered by United States Gypsum Company. Made 1/2" thick in two economical types: 2' wide, 8' long with V- shaped T &G edges for horizontal applications; 4' wide, 8' and 9' long with square edges, usually for vertical application. Also made in 5/8" thick FIRECODE Type X core, 4' wide, and 8' and 9' long with square edges. GYP -LAP* Gypsum This is a low -cost, weather - and fire - resistant nontreated gypsum core panel designed to combine excellent Sheathing performance with exceptional economy. Noncombustible gypsum core adds lire safety not available with plywood or wood -flber sheathing. Clad in water - repellent paper on face and back surfaces. Lightweight and easily handled by one worker. Panels are 2' wide, 8' long with V- shaped T &G long edges for horizontal application, and 4' wide, 8'Iong with square edges. Thickness is 1/2" or 5/8 "; FIRECODE Type X core available in 5/8" thickness. Primarlry available in the Westem United States. USG* Triple-Sealed This is the lowest -cost sheathing available from United States Gypsum Company. The products 0.40" thickness Gypsum Sheathing and light weight allow for faster, less costly product installation. " Nonreated" gypsum core adds fire safety not available with plywood or wood-fiber sheathing. Clad in water - repellent paper surface, back and long edges; ends are coated with special waterproofing compound. Easily handled by one worker, Triple- Sealed Sheathing is 4' wide, 8' or 9' long and 0.40" thick. Primarily available in the Southwestern United States. Fire- rated Construction Acoustical Performance Wood Framed Fire Detail & Physical Data Description i Test No. STC Description Sys em Exterior Walls Rating & Test No. Reference 1 hr.• - • 5/8" SHEETROCIC brand Type X gypsum sheathing exterior 34 Based on 16" stud spacing and A —5/8" StEETROpc brand gypsum panels, RRECOOE core screws 6" o.c.—USG-30-FT-G&H 4'h or SHEETROCK brand gypsum panels, water - resistant. 37 Based on 24" stud spacing— FIRECCDE core. irterior -2x4 16" or 24" o.c.- panels USG - 860807 nailed 7" o.c.- 1 -7/8" cem ctd naIIs— oints exp or lin-- 46 Based on 24" stud spacing perlm caulked —UL Des U305 based on 16" stud spacing & 3" FS15 -88N 700725 wt, 7 —UL Des U314 based on ?4" stud spacing, joints fin 2 hr.' 2 layers 5/8" Snff1ROCK Type X gypsum sheathing exterior N/A B / —2 layers 5/8" SHEETROCK brand gypsum panels. 6" X FIRECOOE core a SHEETROCrc brand gypsum panels, \ water- resistant. FP.ECnOE core, intencr-2x4 16" o.c.— base layer att with 1 -7/8" nails 6" o.c --lace layer att with wt. 12 2 -3/8" nails 8" o.c. —pints oxp or tin --UL Des U301 2 hr. 1/2" SrdETROtx crand gypsum sheatning and 4" bock WA C masonry veneer exterior -2 layers S'8" SMEt OCK lxand gypsum panels, F"aCODE are, interior -2x4 16 6" o,c sheathing apps ycriz with 11d gale oats 6" o.c.— gypsum 10" - • panels appl ho .r vea with nails 8" o c.— joints slag & i % �� %;i r,:. lin—UL Des U302 United States Gypsum Company 2 1 USG Corp. 10/5/99 11:27 PAGE 2/7 RightFAX .. Technical Data YP Sheathing G sm Products I Provides a water- and fire - resistant base for a variety of exterior finishes. Choose from our hill line of high - quality sheathing products. \ \:, 0 .\\ .� \ \. \ \\ \\ ;a � \ ; ;\ .:,;•. \ `\ \ \: \ :. • \ �I \\ \ � \ �i j \ • Z Y\ i\ t 1 \ \ k \ ,, \ \\ \ \ \\ \ \ " � \ \ \ • ..ki .,. , .::. 16, \\, ':: !- \; ill II 4111111N .0 * \ \ . . , ‘‘ • , ',:,••:;„ .,, • .jit, A . ' . , kk , :ii.... . "A ,\*,\.„.*.: , , - t' ;,0:::::::0• 1,.00 1 d „,..- , ,\\.,, , „: ii , ... , ..:.,: : ::: , ; ::: ,, ,::K...:::::,:g , ...:....g.::tto: : :,....t , s,§„..4 . 4, v ,z*\k v ,,,##\*VAA\ . „ , . ,\ , \ z 1 -0-- N ,; :, \ , \\"„ „\:::,:....:...:, .,...,, $ ::::: \tm \ .,t \\\\.,:-. m „„„ t . Av\ w,\;...., '.,,:,..:-,:::.;,. 1' 4 ::: ,\\ , \ \ • The Importance United States Gypsum Company's name is synonymous with quality in the gypsum board industry and our of Quality sheathing products are no exception. In fact, due to the high cost of many exterior surfacing products and their Sheathing associated repair and /or replacement costs, U.S. Gypsum believes the quality of sheathing is extremely important and should not be compromised with lesser quality board sheathings that may detract from the building's exterior longevity and /or appearance. After more than a half - century of use on millions of buildings, the lasting quality of gypsum sheathing from United States Gypsum Company has been proven again and again. Selecting the United States Gypsum Company manufactures a full line of quality gypsum sheathing products. This inc udes Appropriate treated and nontreated core types in 1/2" and 5/8" thick regular or FiRECODP Type X Cores, 2' widths with V- ' Product snaped T &G edges or 4' widths with square edges, and a variety ofiengths. By virtue of this full product line offering, the product which offers the best combination of advantages and value for a particular job can be specified and installed. ■ It is important to realize that ail of our gypsum sheathing products listed here meet ASTM C79 and are recognized by the major code bodies. However, it is also important to realize that all gypsum sheathing products are not the same. The ASTM C79 standard for gypsum sheathing requires that all gypsum sheathing products not exceed an average surface water absorption value of 1.6 grams after 2 hours of elapsed time when tested n accordance with ASTM C473. But only "treated core" gypsum sheathing has the additional requirement of an average water absorption not more than 10% by weight after 2 hours of immersion when tested according to ASTM C473. USG _• Design No. U906 Bering Wall Rating -2 HR. Nonbearing Wall Rating -2 HR. 3/4" CC o' Horizontal Section 1046 F IRE RESISTANCE RATINGS (BXUV) 1. Concrete Blocks'— Nominal 6 by 8 by 16 in, hollow or solid. • Classification D-2 (2 hr). Anchor Concrete Products, Inc. Empire Materials Co. Florida Rock Industries. Inc. Wiggins Concrete Products, Inc. 2. Mortar — Blocks laid in full bed of mortar. nom. 3/8 in. thick, of not less than 2 -1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by vol- ume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints stag - gered- 2A. Mortar Mixture•— (Alternate to Mortar —Item 2) –Not m. than 130 Ibs of sand and 5 gal of water to 76 Ibs (one bag) of mortar mixture. Cemtech Laboratories, Inc. 3. Portland Cement Stucco or Gypsum PI ter —Add 1/2 hr to Classification if used. 'Bearing the UL Classification Marking 1 1050 - -- FIRE RESISTANCE RATINGS (BXUV) ..i . •r Design No. 0914 .-z Bearing Wall Rating -3 HR. Nonbearing Wall Rating -3 HR. : 7 -5/8' MIN: "` �" i e 7/8'-f i 1/2'�.. © 0 © y j • - 24' - -"'"1. Concrete Blocks'— Various designs. Classification D-2 (2 hr). See Concrete Blocks ea for list eligible manufacturers. " Mortar— Blocks laid in full bed of mortar. nom 3/8 in. thick, of not less than '2 1 f 4 ''and'not_, . more than 3-1/2 parts clean sharp sand to 1 part Portland cement (proportioned by volumsr and not more than 50 percent hydrated lime (by cement volume). Vertical joints stagger '' 3. Furring Channels —Min 0.019 in. thick (25 gauge) gals steel, 1-3/8 in. wide on•top and 231 ; in. wide at bottom by 7/8 in. deep. Spaced 24 in. 0.C. perpendicular to floor with a chanosi ' parallel to and approximately 3 in. above floor and 3 in. below ceiling. Clearance between ve tical and horizontal channels 1/2 in. ' -• 4. Channel Fasteners -1 -1/4 in. long masonry screws with 3/16 in. body and 5/16 in. diameter--•- _••` • head. Fasteners spaced 24 in. 0.C. with the fasteners staggered on each long leg of the fort. ring channel. . '' . 5. Wallboard, Gypsum•-1/2 in. thick, 4 ft wide, secured to furring channels with wallboard.fes= :- toners (item 6). Gypsum plaster not more than 1/16 in. thick may be appled to wallboard in 4 a ddition to joint treatment. Canadian Gypsum Co.. Ltd. —Type C. Georgia - Pacific Corp.. Gypsum Div. —Type GPFS -C. • Pabco Gypsum Co. Type PG-C. United States Gypsum Co. —Types C and IP -X2. . . - - . 6. Wallboard Fasteners - in. long, self - drilling, self - tapping steel screws with bugle heads. Far tenors attached to each furring channel and spaced 8 in. 0.C. at butt joints and 12 in. 0.C.ie . the field of the board parallel with furring channels. Clearance between fasteners and• edges of wallboard 3/4 in. 0 1 • 7. Joint System —(Not shown) —Paper tape embedded in cementitious compound over ioints. Paper tape and exposed screw heads covered with two layers of compound. Edges of core pound feathered out 'Bearing the UL Classification Marking "'� :. ;.... ,,,...„. ,4. FIRE RATINGS FOR r.r.:„. CONCRETE MASONRY UNITS • ., :_,,, . USING EQUIVALENT THICKNESS METHOD Conforms with: . . 3S National Concrete Masonry Association (N.C.M.A.) . ' Uniform Building Code (U.B.C.) - . ' International Conference of Building Officials 1985 & 1986 Basic National Building Code (B.O.C.A.) ::' = ` Building Officials Conference of America, Inc. 1988 :- • FIRE RATINGS —HOURS LIGHT WEIGHT 3 . `~ (Under 105 lbs. d', --.` NORMAL WEIGHT t r per cubic ft.) FACE % EQUIVALENT CONCRETE (Expanded clay, WIDTH TYPE BLOCK SHELL SOLID THICKNESS (Siliceous Gravel) shale or slate) 1 rL i , 4" 3 Core Regular 1.0" 76% 27 '/. 4" Solid Solid 100% 3.6 1'k 2 ,k2.,...,: 6" 3 Core Regular 1.0" 59% 3.3 1 11 s. _= 6" 3 Core 75% Solid 2.0" 75% - 4.2 —_' —� 2 2 : : _ 6" Solid Solid 100% 5.6 3 4 8" 2 Core Regular 1.25" 53% 4.0 11/2 2 8" 3 Core 62% Solid 1.50" 62% 4.7 2 3 8" 3 Core 75% Solid 2.250" 75% 5.7 3 4 ' 8" Solid Solid 100% 7.6 4 4 12" 2 Core Regular 1.50" 50% 5.8 3 4 12" 2 Core 56% Solid 2.125" 56% 6.5 4 4 ALL THESE UNITS ARE NORMALLY STOCKED BY ADOLF JANDRIS & SONS, INC. NOTE Increasing Fire Ratings: Walls composed of hollow concrete masonry units having a nominal thickness of 8 inches or greater and having a fire resistance rating of at least 2 hours shall be classified as 4 hours when the hollow spaces are completely filled with perlite or vermiculite, grout or a material such as expanded slag, clay, shale, slate or sand. ADOLF JANDRIS & SONS, INC. 202 HIGH STREET SOUTH GARDNER, MA 01440 Telephone (508) 632 -0089 FAX# (508) 632 -6065 p. P -1 BOCA BASIC/NATIONAL BUILDING CODE Building Officials Conference of America, Inc. Mi =;;� TABLE 903.1.3. es, �3 '"�=. _ni ui E valent•Thickns ,- • 1988 Supplement . q 903.1.3 Concrete Masonry Construction: Firesistance ratings : Inches, =or Ratings of (see Section 903.13),..- . of walls constructed with concrete masonry units of various ,,,-- . - '4«- 3hrs.. 2hrs.. 11/2 Ism.: t4hr ihri -1/2lr_i equivalent thicknesses shall be in accordance with Table Calcaraais > .., � "' M '; , ; ; . 903.1.3. Equivalent thickness is the solid thickness of masonry. igksoiis r 6 5:3.'r` '4y 63: Zf " For fully grouted cored units, it is the actual thickness of the - y.,z 'i' ' '„ y; masonry. • my . , ' it is - -- - that - o a . Si4' , - 12 . `"" `4 Id - kit the 1 - olume of contra - - recast • t , 4w7, 4.0. 3: r. 2: out • ow spaces (actual thickness x percent solid + 100. X Where walls are plastered or faced with gypsum wallboard, • fl, v � d> Y. '*� n• r.a r '` ` "` •.; values in the table include the thickness of portland cement • 'c - 5:4 ' 5O' 4°5 `' Z7 . ;, .plaster, 1.5 times the thickness of gypsum plaster, or the thickness of the gypsum wallboard. Where combustible members are framed into the wall, the wall must be of such 903.1.3.1 Increasing ratings: Walls composed of hollow concrete thickness or be so constructed that the thickness of solid asonry units having a nominal thickness of 8 inches or greater and material between the end of each member and the opposite having a fireresistance rating of at least 2 hours shall be classified as 4 face of the wall, or between members set in from opposite hours when the hollow spaces are completely filled with perlite or sides, will be not less than 93 percent of the thicknesses shown vermiculite, grout or a material such as expanded slag, clay, shale, slate in Table 903.1.3. or sand. TABLE 2 4 in. units 100% solid; unplastered (6) 2 hrs.• 6 in. units 61 % solid; unplastered (1,2) 11/2 hrs.• Fire Tests — Masonry Walls 3 in. units 76% solid: plastered on both sides with h in. 1:3 gypsum and sand Aggregate T p Details of Construction Rating (1,2) 1 h hrs.' 4 in. units 67.7% solid; unplastered (8) 1 hr.• Pumice 10 in. units 60% solid; unplastered (2) 4 hrs. 4 in. units 100% solid: unplastered (8) 3 hrs.• Cnder 4 in. units 63% solid; plastered on one side 4 in. units 75% solid; plastered on one side with 1/2 in. 1:3 gypsum and sand plaster; • with Sle in. gypsum and sand plaster (8) 2 hrs.• other side faced with 3 - in. brick (1,2) 4 hrs. 4 in. units 63% solid; unplastered (1.2) 1 hr.• 6 in. units 61 % solid: unplastered faced with 2 -1/4 in. brick (2) 4 hrs. Expanded 10 in. unplastered cavity wall of two 4 in. 10 in. unplastered cavity wall of two 4 in. Slag wythes 2 in. apart; units 63% solid (1.2) 4 hrs. wythes 2 in. apart: units 63% solid (1.2) 3 hrs. 4 in. units 63% solid: plastered on one side 6 in. units 61% solid; plastered on one side with 'h in. 1:3 gypsum and sand plaster: with 1/2 in. I :3 gypsum and sand plaster other side faced with 3 -3/4 in. brick (1,2) 4 hrs. (1.2) 2 hrs.' 6 in. units 76% solid: unplastered (1.2) 3 hrs. 6 in. units 50% solid: plastered on both 6 in. units 61 % solid: unplastered (1.2) 2 hrs.' sides with 'h in. 1:3 gypsum and sand 6 in. units 50% solid: plastered on one side er (1,2)- 2 hrs. with 1 /2 in. 1:3 gypsum and sand plaster (1,2) 2 hrs.' 6 in. units • %solid; unplastered (1.2) 1 h hrs.' 4 in. units 76% solid: plastered on one side with 1/2 in. 1:3 gypsum and sand plaster (1.2) 2 hrs.' Calcareous 8 in. units 78% solid: unplastered (9) 3 hrs. 3 in. units 76% solid: plastered on both Gravel 8 in. units 57% solid: unplastered (9) 2 hrs. sides with '/: in. 1:3 gypsum and sand 4 in. units 63% solid: plastered on both plaster (1.2) 2 hrs.' sides with '/: in. 1:3 gypsum and sand 4 in. units 63% solid: plastered on one side •\ plaster (1.9) 1'h hrs.' with 1/2 in. 1:3 gypsum and sand piaster (I ,2) 1'h hrs.' �• 6 in. units 66.3% solid: unplastered (8) 11/ hrs.• 4 in. units 63% solid. unplastered (1.2) 1 hr.' 10 in. unplastered cavity wall of two 4 in. wythes 2 in. apart: units 63% solid Expanded 10 in. units 60% solid: unplastered (1,2) 4 hrs. (1,9) I hr. Shale, Clay 6 in. units 89.1 % solid: unplastered (7) 4 hrs.' 4 in. units 73.5% solid; unplastered (8) 1 hr.• and Slate 6 in. units 61 % solid; unplastered: faced with 2 -1/4 in. brick (1.2) 4 hrs. Siliceous 12 in. unplastered wall consisting of 8 in. 6 in. units 89.4% unplastered (8) 4 hrs.• Gravel units 57% solid and 4 in. units 67% solid 8 in. units. minimum face shell thickness (1.9) 4 hrs. l -'h in. minimum end shell thickness 12 in. units 58 %:solid: plastered both sides I -She in. and minimum web thickness with /i in. 1:3 gypsum and sand plaster 3 - in. unplastered. Concrete studs (9) 4 hrs. built into wall on 2 ft. centers by filling --- -21. 6 in. units 64.5% solid: unplastered (8) I % hrs.' every third cell along the length of the 4 in. units 74% solid: plastered on both wall. Each stud reinforced with '/t in. sides with '/ in. 1:3 gypsum and sand round bar. (3) 2 hrs.' plaster (1.9) 1 hr.' 4 in. units 76% solid; unplastered on one 4 in. units 71.6% solid: unplastered (8) I hr.' side with '/: in. 1:3 gypsum and sand • plaster (2) 2 hrs.' 6 in. units 68.8% solid; unplastered (5) 2 hrs.' • 'No^' "E ...-l---j • ARCHITECTS INC. DIRECTOR Edward L. Jcndry. A.M.A. PRINCIPAL C. J. Whitham SENIOR ASSOCIATES Don Hafaer October 4, 1999 Richard E Katsanos Chuck Whitham ,+ssoci s Architects , Inc. Ana Lawrence Knox 64 Gothic St. Northampton, MA. 01060 RE: Hawley St. Commercial Building Elevator Hoistway Dear Chuck: I have received your note concerning the use of 6" CMU for the construction of the Hawley St. Elevator. The Contractor has indicated that they have reinforced the CMU as indicated on the contract drawings (including but not limited to the reinforcement shown on section A and B on drawing A7 and Section 6 on drawing AB) with the exception of the use of 6" block at the exterior wall. This should be sufficient to resist the required elevator loads and the design meets the requirements of Section 2104.3.6.3 of the Commonwealth of Massachusetts Building Code. In addition, the elevator insert detail which you have forwarded is also sufficient to resist the required loads if installed as detailed. Should you have additional questions or need further information, please contact me. 1b. 4„.„ William M. 1 ARCHITECTS INC. 64 GOTHIC STREET NORTHAMPTON, MASSACHUSETTS 01060 413 -584 -7224 T T6S9 Ebb ETb L " "- I03a Wti VZ:60 NOW 66 -170 -100 However, normal weight 6" CMU carries a one hour to 1 -1/2 hour fire rating (see attached literature). UL No. U906 and UL No. U914 designs add either gypsum plaster or %Z" Type C gypsum wall board on furring to achieve an increase of hour and 1 hour in the rating. (see attachments). It is proposed to add one layer of 5/8" Fire Code Type "C" gypsum sheathing (see attached) directly to the inside of the 6" CMU wall with adhesives and screw fasteners with edges tapped to achieve an equivalent two hour fire rating. Additionally, there are nine courses of reinforced grout filled bond beams in the height of the shaft and a minimum of eight vertically reinforced grouted cores from grade to top of shaft. These help to increase the fire rating equivalency. We feel that the acceptability of the 6" CMU wall after structural engineering review and the equivalent two hour fire rating with the addition of Type "C" fire code gypsum sheathing meet the intent of the Code to resolve these concerns. Because they raise Code issues we ask for your interpretation and confirmation. Respectfully Submitted, ARCHITECTS INC. G Challenger J. itham, R.A. CJW /al Enclosure Cc: Art Pichette, Wright Builders Alan Verson, Owner L5dC tea. / A ,„, i , 12 1999 October 7, 1999 a' ARCHrrECTS INC. DIRECTOR Mr. Anthony Patillo Edward LJendre. A.I.A. Building Commissioner Department of Building Inspections PRINCIPAL City Hall C. J. Whiwam 212 Main Street Northampton, Massachusetts 01060 SENIOR ASSOCIATES Don Hafner Re: New Commercial Building Richard E. Karsanos 97 Hawley Street ASSOCIATES Northampton, Massachusetts Ann Lawrence Knox Dear Tony, The following is an explanation of a field change made by the contractor for this project which raised several Code issues. This letter is submitted to you to confirm that the proposed resolutions meet the intent of the Code and are acceptable to you. The north wall of the elevator shaft was constructed of 6" concrete block instead of the 8" CMU as specified. This change raised concerns with regard to two issues: 1. An 8" CMU wall was specified per Code requirements for masonry walls more than one story high. (780 CMR 2109.1.1) 2. The Massachusetts Elevator Regulations 524 CMR requires that the elevator shaft be a two hour fire rated assembly. In order to retain the 6" concrete block wall that has been constructed and to achieve the intent of the Code the following is proposed: 1. Our structural engineer has analyzed the 6" CMU wall for structural integrity and elevator loads and confirms by letter (see attached) that this wall is acceptable. 2. There was no Underwriters Laboratory design which specifically addressed normal weight 6" concrete block in a two hour fire rated assembly. ARCHITECTS INC. 64 GOTHIC STREET NORTHAMPTON, MASSACHUSETTS 01060 413-584-7224 ., � ~ d \ \ � 2 . \ � \ \ � 2 � :\ § � � . a �. ,. ,:3del -0202 R f MAY 2 6 1999 NORTHAMPTON WATER DEPARTMENT -s 237 PROSPECT STREET NORTHAMPTON, MA 01060 587 -1098 Subject: Municipal Water Availability • Location: 97 Hawley Street Art Pichette 586 -8287 • Inquiry Made By: Date of Inquiry: May 18, 1999 Municipal Water Main in Front of Location: YES % NO Size /Material /Age of Water Main: 12" CI 1910 Approximate Street Pressure: 135 pSI Size of Service Connection: Comments: A corresponding "water entrance fee" shall be paid prior to making any connection to the municipal water system. Arrangements of such installation shall be made with the Northampton Water Department with a minimum of 5 working days notification. All work shall conform to Northampton Water Department specifications. Charles Borowski Superintendent of Water Enclosure: Letter to Frank Sienkiewicz from Sam Brindis, dated June 14, 1991. cc: Samuel B. Brindis, Director, DPW Guilford Mooring, Assistant Director, DPW George Andrikidis, Assistant City Engineer Anthony Patillo, Building Inspector j A:\ WATER\Availab1.50S ,_ 3 _0._ -,, IV/ NORTHAMPTON SEWER DEPARTMENT 125 LOCUST STREET NORTHAMPTON, MA. 01060 587 -1092 Subject: Municipal Sewer Availability Location: 97 Hawley Street Inquiry Made By: Art Pichette 586 -8287 Date of Inquiry: May 18, 1999 Municipal Sewer Main in Front of Location: YES x NO Size /Material /Age of Sewer Main: 1890 24" Depth of Sewer Main: 14' Size of Service Connection: 6" Comments: A corresponding "sewer entrance fee" shall be paid prior to making any connection to the municipal sewer system. Arrangements of such installation shall be made with the Northampton Sewer Department with a minimum of 5 working days notification. All work shall confo to Northampton Sewer Department specifications. George h Btehm Superintendent of Wastewater Treatment & Collection cc: Samuel B. Brindis, Director, DPW Gilford Mooring, Assistant Director DPW George Andrikidis, Assistant City Engineer Anthony Patillo, Building Inspector C: \WP51 \LETTER \SEWERFOR l' s ow- -- -- . ti CITY OF NORTHAMPTON, MASSACHUSETTS ` ,__ j DEPARTMENT OF PUBLIC WORKS �' � � 1,, 125 Locust Street 1 Northampton, MA 01060 i M1R 8 1999 413 - 587 -1570 y ` t Samuel B. Brindis, P.E. Fax 413 - 587 -1576 Director, City Engineer Guilford B. Mooring, P.E. Assistant Director of Public Works ASSIGNMENT OF HOUSE NUMBER(S) Street Hawley Street Assessors Map Sheet 32 -C Lot 221 House Numl4er 97 Hawley Street Date March 5, 1999 Remarks Attorney Alan Verson requested a number for this lot. His client, (Rugg Lumber) is planning to build on the land. George Andrikidis, P.E. �y T.,Fs_ Assistant City Engineer cc: Sam Brindis Fire Dept. Guilford Mooring Registrar of Voters Streets Division Tax Collector Water Dept. Massachusetts Electric Sewer Dept. New England Telephone Ann Marie Schauer Continental Television ✓ Inspectors Bay State Gas Assessors Post Office Police Dept. Applicant: Attorney Alan Verson (fi / l � ,-•>-, , z-J - c - 1 , z „ 'z--.t-) i n: o i.i , ol Z�,/i1 5. y ,,.e, v c1-vGfr . y 0 ,,,.CJil d J O _ 7 * 5, ''''' oe .ter../ SS , f b 6/I if / c ' ' ' Preliminary Review Checklist Date submitted : Y /999 Address: ? 2 Map _ 3 Zc. Parcel 2. f Zone S r Lot size: Edition of Building Code in force: Building Permit # 9,O — q 9 — 9,5L Applicant: .sU /c. .e-S Owner or Authorized Agent : •476 /17' 4 'c' i e 1. Use Group • g 2. Budding Type of Construction • ..S' j 3. Square footage of proposed construction: / 2 voo 4. Height of proposed construction : 2 s; 3,g 5. Site plan required • 7P.5 Surveyed: yFS 6. Fire protection Signaling Required: Suppression Required : y &s' s /4 Alarm Notification Required : yes — qi' -Y.2 Exterior Wall fire resistance rating : DoT /f,,,e,.4 7.Conservation (Wetlands) : 8. Change in Use ,t�© �- ,v �� ks, err 9.AAB Requirements : yes ,e t- rxY fr6.tTrKetta•0,5,Fz"- rt94/ io.Plumbing (fixture count change required) : jo 11. Controlled Construction (116) • yA s r A ,e %,ir, c TS / vac_ e 4 40 1 12. Local Zoning Ordinance restrictions : yts sh•ce-Ac.. sire-✓ �1 /1a nd vq c.. e »:r /3 f Inspector: Date reviewed: 4 c•vyye'� � iS .Tc5 % r�i�°' S j�F'� - 2 ,1 cr // % f T ko a'% \\ Z. T�usS J 7`� Cc�.Gcl �) 0 vc,RJ SIMPSON (N15 g, ° SEIS�MICAIVD 53„ 4 ) '1 HURRICANE TIES i 4 ° �' ° ('' �/ 161 �- , o / , NEW! The H10 -2 attaches a 2 -ply rafter or a rafter and ceiling • • �" joist to the top plates. The H15 attaches over the heel of the rafter 1 °6'`�3 =a 0 ° 28 o or truss directly to the stud below, at pitches from 0:12 to 7:12. i ili 4 ° ° This series provides wind and seismic ties for trusses and rafters. 3° °0 / 4 ° H10 and H1OR provide uplift and lateral load resistance parallel - ° :" 4 and perpendicular to the top plates. Optional positive angle nailing ° �� 2z ° connects shear blocking to rafter. Slot allows field- bending; bend ° ��_ i ° ° one time only. ° ° M AT`,_ ° ° MATERIAL: See table ° H1 " ° a`\ ° .. 20 �b o FINISH: Galvanized. Some products available in stainless steel ° 3" ° ° or Z -MAX; see Corrosion- Resistance, page 5. —_ / m 4 INSTALLATION: • Use all specified fasteners. See General Notes. �\ ° • The H1 can be installed with flanges facing outwards H10 - (reverse of illustration #1). When installed inside a wall, ! f 6 r a birdsmouth4 cut is required. 1 j 1a \� � �.+ H2.5, H3, H4, and H5 ties are shipped in equal — \ quantities of separate rights and lefts. • Bend the H7 over the top of the truss. Install a o ,° ° 111 minimum of four 8d nails into the truss, including two ° j 9a • • into the side of the truss. 0 1 3Ix e • H1 and H10 do not replace solid blocking. 11, / CODES: BOCA, ICBO, SBCCI Nos. NER -422, NER -393, NER -499; •6-x ° ° / �2' H. a m - -- Dade County, FL No. 93- 0828.4; City of L.A. No. RR 24818. 1 " s m • 1 t H15 $ (H15 -2 similar) 1 . ''I^ Fasteners Allowable Loads'•z Uplift 1 I H2 1� 1 Uplift Uplift Lateral (133/160) Load with 4 i H2 Model Ga To To To Avg 8dx1'/z" ii l H ! i Rafters Plates Studs Ult (133) (160) Fi F2 Nails +h l jl ' ° ' I z Ht 18 6 (133 & 160) — 4 -8d — 1958 490 585 485 165 455 a j it ® / o o` H2 18 5-8d 5-8d 1040 335 335 335 H3 !� ® ° ° o H2.5 18 5-8d 5-8d — 1300 415 415 150 150 415 t 3 e a o 1 . � H3 18 4 -8d 4 -8d — 1433 455 455 125 160 415 ; r O 1 3° H4 20 4 -8d 4 -8d — 1144 360 360 165 160 360 ° 4 4 H5 18 4 -8d 4 -8d — 1425 455 465 115 200 455 o H6 16 8 -8d 8 -8d 3983 915 950 650 Z 3• H7 16 4-8d 2 -8d 8-8d 2991 930 985 400 — — '' I.✓ 2'8 H4 8 H10 18 8- 8dx1'/2 8- 8dx1' /z — 2967 905 920 585 525 — ° U.S. Patent I o H1OR 18 8-8dx11/2 8-8dx11/2 — 2967 905 920 585 525 — ? g e 4,714, © H10 - 18 6 -10d , 6 - lOd — 2447 760 455 395 — a ° ° r 2 ; y • - . � / 24' H5 H15 16 44:1600- - 1 0dx1' / 4 10dx1' /z 12 - 10d x1'/z 6070 1 1300 575 - _ 0 ° T U. Pate H15 2 16 4- 10dx1' /z 4 10dxi' /z 1210dx1'/z 607 1300 1300 575 ° ,1 ;, ° O 4,714,372 1. Loads have been increased 33% and 60% for wind 3. Allowable uplift load for the H4 stud to bottom Lu or earthquake loading; no further increase allowed. plate installation is 315 Ibs; 370 Ibs for H2.5. z 2. Allowable loads are for one anchor. A minimum 4. When cross grain bending or cross grain tension o rafter thickness of 2Y2 "must be used when framing cannot be avoided, mechanical reinforcement • s" • 7 anchors are installed on each side of the joist and to resist all such forces should be considered. z • 19w z on the same side of the plate. o a H1 Installation O °' ..---" i 0 —can eliminate costly �� a• rafter notching T 1.' 13 a 9^ 1 �. 6i ° 20 (H10R1 NIOq- � / ' ` �!� m up e 1 � '' 11 Fcueor ;ior�� I 3 0 o r' �'' H7 3'' ' \ 2 H2.5 Installation 24 1" 24 z m NAIL Hod H2 Installation 1. H6 ,.„-- 6 �, 1 5/ r $ --- - — 0 .... N 4 01101P 0 AO f • NI / ' . . k 1 11111111111111111111111111111P / : L, ° .9 • (H1 OR similar) 5" O O � 1— H4 Installation U.S. Patents 4,291,996; 4,480,941; H3 Installation 4 Installation 60 Canada Patent 1,193,418; other Patent Pending (H2.5 similar) (see footnote 3) 1 413 443 6b71 P1AY -20 -99 THU 09:19 AM DECI MAY.10.1999 11 ;19AM ARCHITECTS INC, ETAL N0.117 P.2 NORTHAMPTON , MASSACHUSETTS CONSTRUCTION CONTROL. AM DAVIT PROJECT TITLE ; New Ccmmercial Building DAZE May 10, 1999 PROJECT LOCATION: NAME OF BUILDING: SCOPE OF PROJECT: Cone tact new two sto r =• cuumerc a on • • with gable/hi. • . • truss roo Sys T" N ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE, 780 CMR, CHAPTER 1, SECTION 1).6, I William Bares MASS. REG. NO. 301 196, BEING A REGISTERED PROFESSIONAL ARCHITECT /ENGINEER, HEREBY CERTIFY THAT I NAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL, t S1'RUCTURAi FIRE PROTECTION ELECTRICAL MECHANICAL OTHER (Specify) _ FOR THE ABOVE NAMED PROJECT AND TEAT, TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF TTKE MASSACHUSETTS STATE 8t7ILDING CODE, ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS FOR TEE PROPOSED PROJECT. I. FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE Off A REGULAR BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR TEE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 127.2.2: 1. Review of Avp drawings, samples and other submittals atlas comrs Tar u z5gnired by the construction ummet&lcummmasmAmindimbidUftpem*,telimanliacmeamasecetotheftignompt 2. RCPiew ud approval of to gnallry oomn1 pa a dures fi r eIl code -wired comD011ea matezials. 3. Special architectural ar wakening professional inspection of critical vow camipomnts requiring eontmlkd maocdals or constructiam speci ed ba the accepted a each f semdards listed in Appeodia B. :PttRS A11'1 TO SECTION 116.2 , I SHALL SZTaMIT PERIODICALLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS LV TEE BUILDING INSPECTOR. -UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AND AN AFFIDAVIT OF COMPLETION AS TO TEE SATISFACTORY COMPLETION AND READINESS OP THE PROJECT FOR OCCUPANCY. ubecxibsd and sworn to before me this 1. day of 19 V Notary Publ Signature . MAY -20 -99 THU 08:19 AM EECI 1 413 443 6591 P.01 it WitiCC C1 X/07/K (I/t/t (74 f `r• /� • [ l g-6t-"L- 0 a.t 6 64 _4 60-04 dA 6:A - V (sd 5 H J AA , 761 , j1D, e 06/07/1999 15:34 4135879276 WRIGHT BUILDERS INC PAGE. 01 WRIGHT BUILDERS, INC. 48 Bates Street, Northampton, MA 01060 : 41? 1 f t �FVN COMP C VEX? - ON : &lb - ! „W - -� Our fax number is 413-537-9276 Our voice number is 413 - 586 -8237 C. /N f 1S t9 M c PCB Ne (4 - ge(-- uselv saw IN CD IVN . (f-' 1-2 f i k tAL ” . tt IS et pEce kteivr 0 59t --- (4 . (EkmIT t'(DiPAl(- repm,:t- fccprs.g cAliu ( p- IN i Wrj'a I*t • /y y NON 6t,i* bier F ))-()›-- + + + f + + + + 44 + D • • - 0! 0:00 0.04 4.04 0.06 C.07 0,09 0.12 014 0.15 [.15 0.16 0.14 C.12 0.10 z + + + + + + + + + + + -t + + + D 0.00 101 0.07 0.08 0,12 0.16 0,17 020 021 022 0.25 022 0.19 0.15 0.111 L m + 1 + + f + + 4- + + + + + + + .jj ' f j f, ?it: 1, • (, 1 0.23 0.17 a 12 f, � ! • I, 1, I M 00 007 :.+ 8 0,71 0.9 061 0.52 1 1,38 039 041 038 _o.�2 0.17 oil I ♦ ♦} + + + 4 + + + + + i . D- _ .0 0. .95 X1.45 1,34 1,04 r ,0 ,69 0.58 058 0.70 .• :44 0.30 0.13 m 1 + + 1 + + + + + + + + + + +_ .00 0.. 221 }3.61 2.92 2.08 1.50 1, 088 095 i 0.86 0,68 150 0.34 015 H. .00 1.s • 423 X7.79 5.63 3.33 1,97 1.21 `0.95 1.09 ' Val i 065 1. 0.3.4 1 0,1 o + + + + ' + + 1+ 3 = . %1 ¶ 79 1.0.3 6. ?9 3.74 2.10 1.22 0. 99 1. 0. 0,75 1447 0. 3 1 0.20 + + c, + + + + 4 + + + + + f + Z .00 D. 3 45 6.32 4.93 3.02 1.83 1. ' 0.94 1.0 0.80 0.63 L51 0.35; 0.17 "_ 1 + + + + + + + + 4- + + + 1- + u - 1.00 0 .67 2.70 2.39 1,69 0,95 0,80 0.89 0.85 0. 1 :.49 0.331 0,15 w- 1 4 +\ + + + .+ + + + + + LID 0 - I 130 015 1 7 1.1L .08 0,89 0.73 1 :: 1.53 050 0,57 0.55 0.41 0,20 0.12 E N to C 0 5 0.32 0.5 4 in 4 0 6 (139 034 0,35 0,36 0.34 026 017 Q { 11 `rM t + + + + + + + + + + + + + r i' • ,Ii .„ I, 1. 1 1, I, I, 1 I I. 1. 1 I,C 1 l„ I, ? _ m V N In r)-) ti a I T72 ,, - 112' ---3 "- ■ mup . 05/07/1999 15:34 4135879276 WPIGHT BUILDERS INC THUG UG +1- 413 -247 - 3333 M &S ELECTRIC INC. ?31 P02 JUN 07 99 15:09 A At tp 'A tE) - 1�9I Iv q� xS•250�N0� 23000 0,78 u1 L __ __ __ • MAY-01-98 11:00 AM P_ 03 Asm. • � •° fi� 1' CITY OF NOR: TON BUILDING PBRINIIT CHECKLIST All 1&2 Family Projects The following items are to be considered MINIMUM information to be submitted with ALL permit applications A Scaled drawtilzs Si. details shah be submitted with cacti application proposing construction, reconstruction, addition, alteration, or repair The building oncial may waive the r quiremcnts for filing plans when work is ofa minor nature;.[ J 13. Scaled drawin +'s & details shall indicate & dcsc:ibe ail prcposcd work, Including k ation, size, grade of mate: ials & equipment to be used. C. PLOT PLAN, pioperty address; map & tot number, zoning district & eve, lays (such as wetlands) [ ] Show well uid septic locations (tt applicable) [ Location of lot lines, dimensions of lot, frontage [ ] Location & dimensions of public casements, public utility aserents, railroad right of ways , and established Toning setback requirements. [ ] Locations & dimcnnsions of primary and accessory building & structures [ J D. FLOOR PLANS. ;Ivur plan of each floor and intermediate levels including basements, crawlspaccs, terraecs, porches gar; ;es, ec rports, and deck, showing existing condition and proposed constructivn. K Dimensions, locations & materials of foundations, footiing,s, colunms & piers {including reinforcing when required] Direction, dimensions, spacing & rude of all naming {floors, roofs, walls, partitions }' Location of all iraiLS partitions, windows, stairs & doors t}( Location & description ofall electrical equipment and alartn devices Location & type of all beating and air conditioning (HVAC) equipm nt. HVAC schcruatic-s (where required check with building inspector) [ EXTERIOR ELEVATIONS, Front, rear & side elevations including foundation and finish grades. X Location & dimensions of windows & doors. Description of exterior cladding or siding material. 14 Show exterior stair locations & dimensions. [ 1 Show chimney and vent Locations [ J DETAILS & SECTIONS, Sections through exterior walls showing details of construction from footing to the highest point of the building. Sections through fireplaces & chimneys (show clearances) [ J Location & details of any roof trusses, glue -Iam, or engineered lumber {include connection details and Massachusetts professionals stamp on specification sheet) 34 Exterior envelope encra requirements : Uo- of walls, roof - ailing & floors ..OR.. R value of walls/roof /floor, also percent of window arca to wall arca. k • O — o s cIt%AiiP �,, _ Crrtp o f �dortltantptan =* 4 I R R _ _ v [ Y ,, ' _ • `��r'_�Sy�' -� DEPARTMENT OF BUILDING INSPECTIONS �'" INSPECTOR 212 Main Street • Municipal Building ,, — Northampton, Mass. 01060 Square Footage Amount Basement @ .10 6,66 1604. 1st Floor @ _40 ( , 061) _ a 0 -" 2nd Floor @ .20 DO 6 1� 6. - 1/2 Floors, Attic, Garage .10 Deck, Porches .10 ---- TOTAL g / 6 . d 9 Hkiv L--ell ST. /VTb0 l 3?-C/01->1 - - - ON .- ' 310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION 10.99: continued • 3. ❑ The work described below, which includes all/part of the work described in your request, is within the Buffer Zone as defined in the regulations, and will alter an Area Subject to Protection Under the Act. Therefore, said work requires the filing of a Notice of Intent. This Determination is negative: 1. ❑ The area described in your request is not an Area Subject to Protection Under the Act. 2. ❑ The work you described in your request is within an Area Subject to Protection Under the Act, but will not remove, fill, dredge, or alter that area. Therefore, said work does not require the filing of a Notice of Intent. 3. tgi The work you described in your.request is within the Buffer Zone, as defined in the regulations, but will not alter an Area Subject to Protection Under the Act. Therefore, said work doe n t ujre the filing of a Notice of Intent. *This determination is contingent on the to1!owing conditions: 1) The water quality manholes } shall be included in the maintenance plan along with the catch basir and 2) All ci ch tine are you u scn m yourr is subject to Protection Under the Act, but since the work you describe therein meets the requirements for the following exemption, as specified in the Act and the regulations, no Notice of Intent is required: Issued by Northampton Conservation Commission Signature(s) - AV - Zn%t V (71 .......e -- 4....--24 ...---'' - Z _______ This Determination must be signed by a majority of the Conservation Commission. 12th April 99 On this day of 19 , before me personally Mason Maronn appeared , to me known to be the person described in, and who executed, the foregoing instr men and acknowledged that he /she executed the same as his/her fr -- JOHN T. B ` tI / Notary Public Notary I M — - •i .. nw Z pin . This Determination .. s not relieve the applicant from complying with all other applicable federal, state or local institutes, ordinances, by -laws or regulations. This Determination shall be valid for three years from the date of issuance. The applicant, the owner, any person aggrieved by this Determination, any owner of land abutting the land upon which the proposed work is to be done, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the Department of Environmental Protection to issue a Superseding Determination of Applicability, providing the request is made by certified mail or hand delivery to the Department, with the appropriate filing fee and Fee Transmittal Form as provided in 310 CMR 10.03(7) within ten days from the date of issuance of this Determination. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and the applicant. 4/1/94 310 CMR - 402 402 , 310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION 10.99: continued � p , ;� ��' 2 + DEP File No 246 - (To be provided by DEP) pagq Form .. O F 811 � � E t E•Fa" City /Town: Northampton Applicant fir Jef_sa.� Commonwealth of Massachusetts Date Request Filed 03/15/99 Determination of Applicability Massachusetts Wetlands Protection Act, G.L. c. 131, § 40 THE CITY OF NORTHAMPTON'S WETLAND PROTECTION ORDINANCE, c.24 FROM: Northampton Conservation Commission Issuing Authority Alan Verson, Esq. Rugg Lumber Co. TO: (Name of person making request) (Name of property owner) 56 Main Street 66 Newton Street Address Northampton, MA 01060 Address Greenfield, MA 01301 This determination is issued and delivered as follows: ❑ by hand delivery to person making request on (date) E21 by certified mail, return receipt requested on April 21, 1999 (date) Pursuant to the authority of G.L. c. 131, §40, the Northampton C:onservafion C.nmmission has considered your request for a Determination of Applicability and its supporting documentation, and has made the following determinatie sheek- whichever is applicable): Location: Street Address 97 Hawley Street Map 32C, Parcel 221 Lot Map and Parcel Id Number: This Determination is positive. 1. ❑ The area described below, which includes all/part of the area described in your request, is an Area subject to Protection under the Act. Therefore, any removing, filing, dredging or altering of that area requires the filing of a Notice of Intent. 2. ❑ The work described below, which includes all/part of the work described in your request, is within an Area Subject to Protection Under the Act and will remove, fill, dredge or alter that area. Therefore, said work requires the filing of a Notice of Intent. 4/1/94 310 CMR - 401 401 NORTHAMPTON , MASSACHUSETTS CONSTRUCTION CONTROL AFFIDAVIT DATE: lv lay 10, 1999 PROJECT TITLE: New Commercial Building PROJECT LOCATION: 97 Hawley Street NAME OF BUILDING: SCOPE OF PROJECT: Construct new two story wood tramed commercial bulldiiiy with gable /hip wood truss root system IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE, 780 CMR, CHAPTER 1, SECTION 116, I Challenger J. Whitham , MASS. REG. NO. 8673 , BEING A REGISTERED PROFESSIONAL ARCHITECT /ENGINEER, HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT iARCHITECTURAL\ STRUCTURAL FIRE PROTECTION ELECTRICAL MECHANICAL OTHER (Specify) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS FOR THE PROPOSED PROJECT. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 127.2.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code - required controlled materials. 3. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix B. PURSUANT TO SECTION 116.2, I SHALL SUBMIT PERIODICALLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AND AN AFFIDAVIT OF COMPLETION AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. Subscribed and sworn to before me this /P day of /0/9r 19 O yi,e1A„,„4/) ;;!/. ��, i', '/ �� Notary Public - r S .5� i • 1 F.�' 4 r� Mas " ir Edward D. Etheredge My Commission Expires on Notary Pubilo %r.. My OF * My Commission Expires 4/1 5/05 C , May 6, 1999 I, Christine Skorupski, City Clerk of the City of Northampton, hereby certify that the above Decision of the Northampton Planning Board was filed in the Office of the City Clerk on April 15, 1999, that twenty days have elapsed since such filing and that no appeal has bee -filed in this .er. Atte t rAx 'bt � a -ity Clerk - City of Northampton Planning Board - Decision City of Northampton File No.: PL -1999- Date: April 8, 1999 Pursuant to Massachusetts General Laws (MGL), Chapter 40A, Section 11, no Special Permit, or any extension, modification or renewal thereof, shall take effect until a copy of the decision bearing the certification of the City Clerk that twenty days have elapsed after the decision has been filed, or if such an appeal has been filed that it has been dismissed or denied, is recorded in the Hampshire County registry of Deeds or Land Court, as applicable and indexed under the name of the owner of record or is recorded and noted on the owner's certificate of title. The fee for such recording or registering shall be paid by the owner or applicant. It is the owner or applicant's responsibility to pick up the certified decision from the City Clerk and record it at the Registry of Deeds. The Northampton Planning Board hereby certifies that a Special Permit with Site Plan Approval has been GRANTED and that copies of this decision and all plans referred to in it have been filed with the Planning Board and the City Clerk. Pursuant to Massachusetts General Laws, Chapter 40A, Section 15, notice is hereby given that this decision is filed with the Northampton City Clerk on the date below. If anyone wishes to appeal this action, an appeal must be filed pursuant to MGL Chapter 40A, Section 17, with the Hampshire County Superior Court or the Northampton District Court and notice of said appeal filed with the City Clerk within twenty days (20) of the date of that this decision was filed with the City Clerk. Applicant: Alan Verson - 97 Hawley Street 11 W DECISION DATE: April 8, 1999 DECISION FILED WITH THE CITY CLERK: April 15, 1999 APR 1 5 ' 999 CITY CLERKS OFFICE NORTHAMPTON, MA 01060 /C li f ifir i.,—AL 4 , (ie. i # / VelD / A' _. . AAI/11/ ArG...■ ' 4 4E1.4' 46,4 ...ad il Planning Board - Decision City of Northampton File No.: PL -1999- Date: April 8, 1999 Pursuant to Massachusetts General Laws (MGL), Chapter 40A, Section 11, no Special Permit, or any extension, modification or renewal thereof, shall take effect until a copy of the decision bearing the certification of the City Clerk that twenty days have elapsed after the decision has been filed, or if such an appeal has been filed that it has been dismissed or denied, is recorded in the Hampshire County registry of Deeds or Land Court, as applicable and indexed under the name of the owner of record or is recorded and noted on the owner's certificate of title. The fee for such recording or registering shall be paid by the owner or applicant. It is the owner or applicant's responsibility to pick up the certified decision from the City Clerk and I{ record it at the Registry of Deeds. The Northampton Planning Board hereby certifies that a Special Permit with Site Plan Approval has been GRANTED and that copies of this decision and all plans referred to in it have been filed with the Planning Board and the City Clerk. Pursuant to Massachusetts General Laws, Chapter 40A, Section 15, notice is hereby given that this decision is filed with the Northampton City Clerk on the date below. If anyone wishes to appeal this action, an appeal must be filed pursuant to MGL Chapter 40A, Section 17, with the Hampshire County Superior Court or the Northampton District Court and notice of said appeal filed with the City Clerk within twenty days (20) of the date of that this decision was filed with the City Clerk. Applicant: Alan Verson - 97 Hawley Street [C[ 0d[ . DECISION DATE: April 8, 1999 APR 1 5 1999 DECISION FILED WITH THE CITY CLERK: April 15, 1999 CITY CLERKS OFFICE NORTHAMPTON, MA 01060 b / / i ' , —_ / / 7 __ - , 4 0 .. Al i A / 101111L / A tiLd;AO 1 , Planning Board - Decision City of Northampton File No.: PL -1999- Date: April 8, 1999 Pursuant to Massachusetts General Laws (MGL), Chapter 40A, Section 11, no Special Permit, or any extension, modification or renewal thereof, shall take effect until a copy of the decision bearing the certification of the City Clerk that twenty days have elapsed after the decision has been filed, or if such an appeal has been filed that it has been dismissed or denied, is recorded in the Hampshire County registry of Deeds or Land Court, as applicable and indexed under the name of the owner of record or is recorded and noted on the owner's certificate of title. The fee for such recording or registering shall be paid by the owner or applicant. It is the owner or applicant's responsibility to pick up the certified decision from the City Clerk and record it at the Registry of Deeds. The Northampton Planning Board hereby certifies that a Site Plan Special Permit has been GRANTED and that copies of this decision and all plans referred to in it have been filed with the Planning Board and the City Clerk. Pursuant to Massachusetts General Laws, Chapter 40A, Section 15, notice is hereby given that this decision is filed with the Northampton City Clerk on the date below. If anyone wishes to appeal this action, an appeal must be filed pursuant to MGL Chapter 40A, Section 17, with the Hampshire County Superior Court or the Northampton District Court and notice of said appeal filed with the City Clerk within twenty days (20) of the date of that this decision was filed with the City Clerk. Applicant: Alan Verson - 97 Hawley Street [ 0 DECISION DATE: April 8, 1999 U LS DECISION FILED WITH THE CITY CLERK: April 15, 1999 APR 1 5 1999 L1 CITY CLERKS OFFICE NORTHAMPTON, MA 01060 Ai „ e the extent possible. 3. The project is designed so that there is no increase in peak flows from pre- to post- development conditions during the one- (1), two- (2) or ten- (10) year Soil Conservation Service design storms and so that the runoff from a 4/10 inch rain storm is detained on site for an average of six hours. The Planning Board voted unanimously 6:0 to grant a waiver to allow a reduction in the width of the landscaped buffer strip adjacent to abutting residentially -zoned property from thirty to twenty feet, as requested. The following conditions were imposed upon this project: 1. The applicant shall submit a revised landscaping plan showing the relocation of trees to comply with Section 6.8 (5) of the Zoning Ordinance and any other changes (e.g. - plant specification changes) from the originally- submitted landscaping plan. 2. The applicant shall submit a photometric plan and manufacturer specification detail for the light pole on the property for staff review and approval. 3. Snow shall not be stored in the detention areas or parking spaces. T E@ROWET APR 15 1999 - CITY CLERKS OFFICE NORTHAMPTON, MA 01060 3 . • provisions for surface water drainage and screening as depicted on plans and information submitted to the Office of Planning & Development. B. The requested use will promote the convenience and safety of vehicular and pedestrian movement within the site and on adjacent streets and minimize traffic impacts on the streets and roads in the area. A traffic report concluded that the traffic generated by the site would result in an increase of approximately 18% in traffic on Hawley Street during the weekday peak period in the vicinity of the site. The report also concluded that the quality of operation of the site driveway intersections would be acceptable and that adequate vehicular and pedestrian access, circulation and parking were provided under the proposed site plan. C. The proposed use will promote a harmonious relationship of structures and open spaces to the natural landscape and existing buildings because the applicant has provided landscaping to help the structure blend with the natural landscape, and an effort has been made to insure that the proposed building will complement existing buildings in the neighborhood. D. The requested use will not overload and will mitigate any adverse effects on the City's resources. E. The requested use meets the special regulations set forth in the Zoning Ordinance as listed in Section 10.11. F. The proposed use bears a positive relationship to the public convenience or welfare because it provides additional office space. The use will not unduly impair the integrity of character of the district, and the use will not be detrimental to the health, morals, or general welfare of the community. G. The requested use will promote City planning objectives to the extent possible by developing a presently unused piece of property for uses which are allowed by zoning. In addition, in reviewing the Site Plan submitted with the application, the Planning Board found that the plan complied with the following technical performance standards: 1. An additional curb cut was approved because the additional curb cut will enhance and improve safe and efficient traffic circulation. 2. Pedestrian, bicycle and vehicular traffic movement on site are separated to 2 • 1 Qa ¶NAMp�. Office of Planning and Development °� o '�' City of Northampton °?'�.t City Hall • 210 Main Street ��►�� Northampton, MA 01060 • (413) 587 -1266 ,n 'R; Rl hta FAX (413) 587 -1264 • EMAIL planning®city.northampton.:u ' ` - • .tG�: •Conservation Commission •Historical Commission •Planning Board • Housing Partnership�` •Zoning Board of Appeals DECISION OF NORTHAMPTON PLANNING BOARD APPLICANT: Alan Verson D 0 E 7 56 Main Street Northampton, MA 01060 APR 1 5 1999 j OWNER: Rugg Lumber Co. ADDRESS: 66 Newton Street NO i CITY CLERK KS OFFICE Greenfield, MA 01301 RE LAND/BUILDINGS AT: 97 Hawley Street MAP AND PARCEL NUMBERS: MAP #32C PARCEL #221 At a meeting conducted on April 8, 1999, the Northampton Planning Board unanimously voted 6:0 to GRANT the request of Alan Verson for a SITE PLAN SPECIAL PERMIT under the provisions ;'of Sections 5.2, 10.10 and 10.11 in the Northampton Zoning Ordinance to construct a 12,000 square foot, two -story commercial/office building and for Special Permits with Site Plan Approval to allow business offices and repair service establishments at 97 Hawley Street, as shown on the fpllowing plans, as amended by any conditions attached to this permit: 1. "New Comlkercial Office Building, Hawley Street, Northampton, MA, Site Plan/Site Grading & Utilities Plan/Planting Plan /Site Details, Sheets L -1, L -2, L -3 and -L-4," prepared by William A. Canon, dated March 1, 1999. Planning Board Members present and voting were: Vice Chair Daniel J. Yacuzzo, Paul Diemand, Richard Marquis, M. Sanford Weil, Jr. and Associate Members Orlando Isaza and Alton Neal. In Granting the Site Plan Special Permit and two Special Permits with Site Plan Approval, the Planning Board found: A. The requested use protects adjoining premises against seriously detrimental impacts because the proposal is to develop a vacant lot which is presently unsightly with uses which are allowed in the Special Industrial (SI) zoning district. The applicant has made 1 ORIGINAL PRINTED ON RECYCLED PAPER —�• . her, .ECI — ........ 1 413 443 6591 P. 01 r1RY.1E. 11:19HM ARCHITECTS' INC. ETAL N0.117 P.2 NORTl3AMPT011 , MASSACHUSETTS CONSTRUCTION CONTROL AFFIDAVIT DATE : May 10, 1999 PROJECT TITLE: New Commercial Building PROJECT LOCATION: 97 Hawl Street NAME OF BUILDING: SCOPE OF PROJECT: Construct new two wo xame eca mtercial buiid�rtg with gable/hip wood truss root system IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE, 780 CMR, CHAPTER 1, SECTION 116 , T William Barry MASS. REG . NO. 30196 BEING A REGISTERED PROFESSIONAL ARCHITECT /ENGINEER, HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITBCTURAL S"fRUCTURAL FIRE PROTECTION ELECTRICAL MECHANICAL OT1ta . (Specify) _ FOR THE ABOVE NAMED 'PROJECT AND THAT, TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS FOR THE PROPOSED PROJECT. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES A1D BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 127.2.2: 1. Review of shop drawings, samples and other submittals of the contractor 9s. required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code - required controlled materials. 3. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix B. :PURSUANT TO SECTION 116.2, I SHALL SUBMIT PERIODICALLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AND AN AFFIDAVIT OF COMPLETION AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. Subscribed and sworn to before me this day of . 1.9 / / 4 A , Notary Public S:ign.atvxe My Commission Expires on 7- MAY -1999 11:35:45 Hampshire County Registry of Deeds Receipt No: 105094 Marianne L. Donohue, Register of Deeds 33 King Street Northampton, MA 01060 -3298 Name: ATTY ALAN VERSON Addr: 56 MAIN STREET NORTHAMPTON, MA 01060 -0000 Receipt Type: OR Payment Total Pages: 0009 Fees Taxes Fee: $ 15.00 Cash: $ 15.00 $ 0.00 Tax: $ 0.00 Check: $ 0.00 $ 0.00 Misc: $ 0.00 Charge: $ 0.00 Charge Code: Comment: RUGG LUMBER DECISION REGARDING SITE PLAN PERMIT Receipted By: BETH Status: PAID DOCUMENTS: 990013372 to 990013372 ype Page Doc Mref Consider$ Record Fee Excise Tax Stat Misc Fee Record Date Document# Book /No /Page Status IS3 009 0001 0000 0.00 15.00 0.00 0.00 7- MAY -1999 11:35 990013372 OR /5682/0008 INIT Page 0001 of 0001 ) I MAR 41999 r ; / �(in i — I File No_/'/ ;� �/ t ^ FPT OF 31 )i p!t4G !f3S 1 - - - - - 2 - ' ""•k n 1ZONING PERZ4IT APPLICATION ( §I0.2) PLEASE TYPE OR PRINT ALL ENFORMAT ION 1. Name of Applicant: Alan Verson _ Address: 56 Main Street, Northampton, MA Telephone: 586 -1348 I 2. Owner of Property: Rugq Lumber Co. Address:66 Newton St., Greenfield, MA Telephone: 413- 773 -3661 1 3. Status of Applicant: Owner x Contract Purchaser Lessee Ot4er (explain): 1 4. Job Location: Hawley Street I Parcel Id: Zoning Map# 3 0 L Parcel# District(s):_ Jl (TO BE FILLED IN BY THE BUILDING DEPARTMENT) i 5. Existing Use of Structure/Property vacant lot 16. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary): - Construct 12,000 square foot, twe -story commercial office building for uses I allowed by right or planning board approval in S.I. zone, and 40 -car parking lot. 1 7. Attached Plans: Sketch Plan x Site Plan x Engineered/Surveyed Plans Answers to the following 2 questions may be obtained by checking with the Budding Dept or Planning Department Files. 1 8. Has a Special PermitNariance/Finding ever been issued for /on the site? NO DONT KNOW x YES IF YES, date issued: I IF YES: Was the permit recorded at the Registry of Deeds? 4, - I NO DONT KNOW YES IF YES: enter Book Page and /or Document # 9. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW YES x (underground brook) IF YES, has a permit been or need to be obtained from the Conservation Commission? II Needs to be obtained x Obtained , date issued: Request For Determination to be filed. 1 (FORM CONTINUES ON OTHER SIDE) 1 - F i File # MP -1999 -0094 I APPLICANT /CONTACT PERSON VERSON ALAN ADDRESS/PHONE 56 MAIN ST 586 -1348 qJ7 I PROPERTY LOCATION HAWLEY ST MAP 32C PARCEL 221 ZONE SI THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE •.11.G FO' u I LED OUT. I Fee Paid • f5 Building Permit Filled out Fee Paid I Tvpeof Construction: CONSTRUCT 12,000 SF,2 STORY COMM OFFICE BLDG & 40 CAR PARKING LOT New Construction Non Structural interior renovations I Addition to Existing Accessory Structure Building Plans Included: I Owner/ Statement or License 3 sets of Plans / Plot Plan / /o l/ a r2 �// �,- / i 1 THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION: / Approved as presented/based on information presented. �?� n, r ss J c�5 i ,c ( , ' ` e` / 1 Denied as resented: o n 3i 'v�, ; < > l..-V . to IQ 1 1 l� c� e t C ( A l i 1" 1 , r5�o., / 5r; v. r 5� Special Permit and/or Site Plan Required under: § � 0 , , t , �_ ,,--- PLANNING BOARD ZONING. BOARD ' ' )�'` u s Y"� c " I ,,, , , , r" t, Received & Recorded at Registry of Deeds Proof Enclosed Un !<, /-o y 1 AP Finding Required under: § w /ZONING BOARD OF APPEALS 1 n �} u P. ( '` �;�_y - on I j +. ) , ,Atii (..Le <ff -/., 1 Received & Recorded at Registry of Deeds Proof Enclosed tU,1 Cj `' ' � ' I Variance Required under: § w /ZONING BOARD OF APPEALS I Received & Recorded at Registry of Deeds Proof Enclosed 0 Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability I Septic Approval Board of Health Well Water Potability Board of Health P`eiii'ut .i •ti's° x '. • tin Coma ussiOtt'; 1 �/ • - A/ ../.....- 4 j Signature of Bui • 1 1 is 11,. - Date I ie Note: I ssuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. 1 City of Northampton, Massachusetts u a k Office of Planning and Development T , City Hall • 210 Main Street 7 .2. fir/ ' �'� # Northampton, MA 01060 • (413) 586 -6950 $ f 4-4114- � . ��r ,� # FAX (413) 586 -3726 * o a • • Community and Economic Development D EPT OF Kill F:G INSPECTIONS �►�'..� �•� • Conservation •Historic Preservation ._,_ , �" r ``` ..�,,. ' � --�,•� :._,. • Planning Board • Zoning Board of Appeals ZA • Northampton Parking Commission TO : Anthony Patillo, Building Inspector RE: Permit application FROM: Laura Krutzler, Board Secretary /OPD DATE : 7n,c4 / / Would you please review and return the �,r Cc ' l / J Av ' �, c rr7-__ 47644) yLl enclosed application "p,t_ 6: 9 'l! .1-V r r i before the Planning Board/Zoning Board of Appeals meeting scheduled for ,.r,, /9? so that we can advise the Boards of any concerns you may have. Thank you. TRANSMITTAL LETTER AIA DOCUMENT 0870 • PROJECT: New Commercial Building ARCHITECT'S 97 Hawley Street PROJECT NO: Northampton, Massachusetts DATE: May 20, 1999 r TO: Mr. Anthony Patillo If enclosures are not as noted, please Building Conuuissioner inform us immediately. City Hall /Main Street If checked below, please: • ATTN: Northampton Massachusetts 01060 ( ) Acknowledge receipt of enclosures: L. —I • ( ) Return enclosures to us. WE TRANSMIT: ( X) herewith ( ) under separate cover via ( ) in accordance with your request FOR YOUR: ( ) approval ( ) distribution to parties ( ) information ( ) review & comment (x ) record ( X) use ( THE FOLLOWING: ( ) Drawings ( ) Shop Drawing Prints ( ) Samples t ) Specifications ( ) Shop Drawing Reproducibles ( ) Product. Literature ( ) Change Order (A Information COPIES I DATE REv. NO. DESCRIPTION ACTION CODE * 1 1 5/10/99 I Notorized Structural Engineer Affidavit E * 1 I Hurricane Anchor Clip Literature ACTION A. Action indicated on item transmuted D. For signature and forwarding as noted below under REMARKS CODE S. No action required E. See REMARKS below C. or signature and return to this office RcMARKS ' Information as requested for permitting. • E Original to follow via mail COPIES TO: (with enclosures) ARCHITECTS INC. cc: All Wright Builders CD D 64 GOTHIC STREET CD Linda CD NORTHAMPTON, MASSACHUSEI 01060 CD o BY: Chuck Whitham AIA DOCLMINT CVO • A \c•.• :E "EP • a"C t 1 EJ:TIO\ • MA • COP'RtC,r+S 1q7;, O■E PAGE C.; arc— - ;C' . 177c Pact. ". c C[T' A■1•:;.! \■ a CTON G C :0C r-" 10. Do any signs exist on the property/? YES NO x • IF YES, describe size, type and location: Are there any proposed changes to or additions of signs intended for the property? YES x NO IF YES, describe size, type and location: Buildin• director ' • . , ' . • . - ... • ii 'nation; ; parking lot entrance and exi t i nrr G r iga _ 11- ALL INFORMATION MAST BE COMPLETED, or PERMIT CAN BE DENIED DUE To LACK OF INFORMATION_ This GOIU U to bo fi,ll i .. by tit. Building Dcpnr cmont I ( Required I Existing Proposed By Zoning Lot size 43,015 s.f. 43,015 s.f. c9 Frontage 207 207 / Q Setbacks - front -- 100 a - side L: -- R: -- L: 40 R 58 A5 rear __ 20 a Q Building height -- 28 Z726) Bldg Square footage -y 12,000 422 %o %Open Space: - - (Lot area minus bldg 48% (1 � , &paved parking) - # pf Parking Spaces _ 40 4 it H of Loading Docks - - none Fill: __ 1750 c.y. approx. =(volume -& location) northerly side • 13. Certification: I hereby certify that the information contained herein G is true and accurate to the best of my kn.l - h 0 DATE: 1Rgn APPLICANT s SIGNATURE LD) 4 _ -• NOTE: Issuanoe of l a zoning permit does not relieve an applioanrs burden to comply with Atli zoning requirements and obtain all required permits from the Board of Health. Cofservotion Commission. Department of Publics Works and other applicable permit granting a uthorities. FILE # ,A' File # BP -1999 -0953 APPLICANT /CONTACT PERSON Wright Builders ADDRESS/PHONE 48 Bates St (413) 586 -8287 PROPERTY LOCATION HAWLEY ST MAP 32C PARCEL 221 ZONE SI THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled ,o �ut , Fee Paid 9 ')z = " - Typeof Construction: CONSTRUCT 12,000 SF,2 STORY COMM OFFICE BLDG & 40 CAR PARKING LOT New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 068185 3 sets o lans / Plot Plan T OLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION: Approved as presented/based on information presented. Denied as presented: Special Permit and/or Site Plan Required under: § PLANNING BOARD ZONING BOARD ✓' Received & Recorded at Registry of Deeds Proof Enclosed '— Finding Required under: § w /ZONING BOARD OF APPEALS Received & Recorded at Registry of Deeds Proof Enclosed Variance Required under: § w /ZONING BOARD OF APPEALS Received & Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Co I • rvation i mmissio Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. --�° - 5 _ -71 -: - 97 HAWLEY ST BP- 19.9'9 . - - 0953',., GIS #: ', COMMONW u • LTH OF MASSACHUSET . ; , , Ma 32C 221 CITYOF NORTHAMPTON r, Lot: -001 Permit: Building ' . . Category: NEW COMMERCIAL BUILDING BUILDING PERMIT Permit # BP- 1999 -0953 Project# JS-1999-1348 4 Est. Cost: $717473.00 Fee: $4200.00 nn e PERMISSION IS HEREBY GRANTED TO: Const. Class: 55 Contractor: License :: - Use Group: i3 ' Wright Builders 068385 ` Lot Size(sq ft.): 4965'8 A.0 Owner: RUGG MANUFACTURING Co%4PANY • Zoning` SI Applicant :_ Wright Builders t AT: 97 HAWLEY ST zcant Address:: Phone: Insurance: 48 Bates St (413) 586 -8287 Workers' Compensation { C)RTHAMPTON 01060 ISSUED ON:5/21/1999 0 :00 :00 TO PERFORM THE FOLLOWING WORK: CONSTRUCT 12,000 SF,2 STORY COMM OFFICE BLDG & 40 CAR PARKING LOT t POST THIS CARD SO IT IS VISIBLE FROM THE STREET nspector )f Plumbing Inspector of Wiring D.P.W. Inspector of Buildings 3udrgaound: Service: Meter: Footings : f Rough: �`�++�+ Rough: / � ' House # FoundationrO II" /0 4 771 ,, Final: / f /d 1/4 � Final: ` .. �' f"o � a � ,(0 Rough Frame: t Gas > Fire Department Fireplace /Chimney: / i Rough: Oil: Insulation: (c. 10 .� 40, i al: Smoke: / 2_ / u. 95 Final: 0/ _ g td . f�''fr .t Ot' '" " PERMIT MAY BE REVOKED BY THE CITY, NORTHAMPTON UPO]'g VIO ATION OF . ='F ti OF ITS RULES AND REGULATIONS. ,-'°..'"' 4/4:0■ _. w - : r ifi a - • s f • • .. n ..w ,,�•, �' It i i nature: Fee Type: Receipt No: Date Paid: Check No: a Amount: • Building 5/20/1999 0:00:00.. $4200.00 * i" 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Building Commissioner - Anthony Patillo 2 �z f ;, Location Permit No. Application for other than a Dwelling Permit Granted 19 To NOTE: IN ORDER TI IAT TI I1S APPLICATION MAY BE ACCEPTED, THE DATA CALLED FOR BELOW MUST BE SO SET FORTH THAT WE CAN DETERMINE FROM THE APPLICATION AND TILE ACCOMPANYING PLANS WI IAT TI IE EXISTING CONDITIONS ARE AND WHAT TILE FUTURE CONDITIONS WILL BE. Plans, in duplicate, must be filed with this application before a permit will be granted, one of which, upon issuance of the permit shall be kept at the site during the progress of the work. New igC Addition ❑ No. -D, Zone , Type , Map , Parcel Alterations .... ❑ .4 Repair Repair ❑ . �V CITY OF NORTHAMPTON Demolition ❑ # Oft E� e " MASSACHUSETTS Appl for other than a Dwell Perm (To be filled out in ink OR on a typewriter) n n ^ qq� To the Building Inspector: Dale / Y'/ ► "/ 19 ..1. L Application for a permit is hereby made according to the following: -- 1. Location, Street and o. D 9 ? 1 t � ''� � ST' ,1 ...NQ.1�.1. TL AMI ( W 2. Nearest cross street 1 V .. ALI eE ST ' et1 51E 1 • Lot No. ..,o �' f 3. Owner's name.. 6- 6" L2/ (ii ( •• ��ii Address .64 Nairn) Id Cr., �Ff t / U . J 4. Architect's name lT S+ 1N G' C i lki Wk/ Address 6 1 .G.. : / ... N�/.:! ..... 5. Builder's name .... 2LT 1 f'"i....IX * Address 41 ... Ares ST./ itrrb 1 4 6. Use of building, Present -- • Proposed .Gf)4(1.11 1/' 6F fI� ie o 2 c , NG- 7. Building fronts on how many Streets? N 8. Is building in fire district? ..... !�. // .(K If j 9. Size of building, Width in ft. .. / Length in ft. / � //T , Height in ft. 2(.1'. 2- ✓' 10. Distance of building from Street Line 1° , left lot line .� Wright lot line . , rear lot line 11. Type of construction (check one): 1 -A 1 -B 1-C II III IV 1W... Stories B 1 2 3 4 5 6 7 Roof Story heights in ft. 1:17‘ ' II- r" le- 0 Thickn's of walls in ins. /0 h 5 y2" S fr t Material of walls ■/G• &1/F61) j(/ 0 0a Material of ri / roof 3t.y44 -poss. 7"a-u sr Design live load 5 (CAW Design dead load 11 it tt Occupancy or Use y.t 21 t ' OWE Q (, E No. of persons / families ., f r 7 No. of stairs a^ ? - /,, 1 12. Soil under footing is ... h 1 0 _ C° M (i f ) 13. Depth of footing below grade 1 Cy l ft. Will piles be used? .... D 14. Area of entire building (Present plus new) F eMtJr" On Da t 1 7- ' 1>00 D sq. ft. 15. Type of roof -flat , pitched.. X t:] , Material of roof covering .. �r sit N ire,,, I f ') 16. No. of elevators ...Ng Method of heating .l t'v System . T: i Fuel a 17. Are live loads noted on drawings? ! Are all other structural conditions noted on drawings? ...y 18. Building (will be) (is) equipped with sprinklers? "l With sprinkler alarm? .... 19. Is building to be used as a factory, workshop or mercantile or other establishment employing 10 or more persons? Av 0 20. Is building to be used as an office building, dormitory, hotel, family hotel, apartment or boarding house, lodging house or tenement house having 8 or more rooms above the second story? ... a 21. How many exits (per floor) to street? - TWO 22. Is building a "Place of assembly" as defined by ti General Laws? 23. Will building conform to the General Laws? Building and Zoning Ordinances? w l o f 1 24. If a garage, distance from nearest building? �/ r 25. If an addition, alteration or demolition, when was building erected? 1 A 26. Estimated costs: - q �1 The undersigned certifies that the aboe statements are true to the best C General $ �1(O1 t / • -- of his) nowle ge and b 1. f. Plumbing 21 4 9�C _ !. .► . �:� . • • Gas Piping Signat e of owner, architect or engineer Sprinklers %. b 0 6 ' WRITTEN DISCRIPTION OF WORK TO BE DONE Heating 5 t 63/."- (Use blank half of reverse side, if necessary) Electric t 0 10 . — 7 Other .......... .1..1.2/..`i ,Hh Pee`,......6/10 Total $ - I0� 36 C iv 541-v 0110 A—) 54 C , " (4 n t^ ,t 6 lO b l t .D i I i / a ,4PP