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24C-042 (6) h DRENCH HOSES EYE WASH/SHOWERS +c E, r r ■ -Service and replacement parts ~ keep your eye wash equipment UiI operating at its peak. For our full 7 T selection, please turn to the table Dual Drench Hose/Eye Wash A on pages 415-416. Get the best of both worlds—the versatility of a drench hose for spot flushing anywhere on your body and the convenience of a stay- i ! u open valve for hands-free eye flushing. Specifications: Dual heads with stay-open y, 1 valve allow unit to be used as an eye wash isl — "ac for simultaneous flushing of both eyes.Float- d", off dustcovers keep heads free from contamination. Reach most parts of your t - body easily with 8'L yellow reinforced e thermoplastic hose.Choose Deck-or Wall- I t b . (,•;= Mount to match your workplace require ments.Stay-open valve assembly. 4 -Water Supply: ;/r'IPS. -Flow Rate:3.5 gpm. r 2 Q ,� ,- '-•--� �,--� .., . � Compliance:ANSI Z,5�.1-1998.SEI certified. (No.28201 approved as drench hose only). No. Description Ship.Wt.(Ibs.) Each 1A-28200 Deck-Mount 10 259.25 1A-28201 Wall-Mount 10 229.30 .� •aura.-�: -... � ,. ,. � � -Make your drench hose j. station more visible with a sign. See the Signs a. r ' section,pages 766-850. Wall-Mount - Drench Hoses Provide fast emer- Deck-Mount gency treatment for Drench Hose eye and skin contami- Soft Spray Hose nation. Installs Easily to Specifications: Spray Your Countertop head gives soft, con- trolled spray for clean- Hand held spray ing, eyes, face and I drenches the face or body. Squeeze handle body with water in,an activates water flow \ emergency. Perforated until manually closed. outlet head provides r1 Maintains steady,even soft spray to gently m� _ wash affected areas.Inman; flow under arying w cludes under-counter water supply condi- hose guide for neat tions.Protective cover included to keep spray storage. head clean and free lA 26102 Specifications: Large, wide-pattern spray head bathes a large 1 from contaminants. area to quickly wash away contaminants. Squeeze handle acti- Reinforced thereto- vates water flow;stays on until manually closed. Chrome-plated plastic hose with wall hook for easy storage.Choose from 8'and brass spray head assembly with galvanized steel pipe and fit 12'hose lengths.Sta -o en valve assembly. tings; includes deck flange for mounting. The 8'L reinforced Water Supply: 1/_" IPS.p thermoplastic hose has 1/2" IPS male thread. Pop-off dustcover j 'Hose Connection:%s"IPS male thread. keeps spray head clean until it's needed. 1 'Flow Rate at 30 psi.3.5 gpm. •Water Supply. '/' IPS. Compliance:ANSI Z358.1-1998. SEI certified. -Flow Rate at 30 psi:3.5 gpm. No. Compliance:ANSI Z358.1-1998.SEI certified. Description Shipping Wt.(Ibs.) Each 1A-28202 8'L Drench Hose 5 159.50 No. Description Shipping Wt.(Ibs.) Each 1A-28203 12'L Drench Hose 10 227.20 1A-28204 Deck-Mount Drench Hose 10 202.20 Order by Phone 1-800-356-0783 I Order Online www.labsafety.com I Order by Fax 1-800-543-9910 433 KAESTLE BOOS ASSOCIATES, INC. ,, ► PROPOSAL REQUEST PROJECT: ADDITIONS&RENOVATIONS PR No. ? ; . NORTHAMPTON HIGH SCHOOL Northampton,MA AUG 3 1 KB#96079 OWNER: CITY OF NORTHAMPTON COPIES Memorial Hall, 240 Main Street X Jose -Misterk _._ ' Northampton,MA 01061 X Anthony Patillo X Lawrence Fink X Bill Letendre vZHS CONTRACTOR: AQUADRO & CERRUTI Purcell Associates P.O. Box 656,Texas Road Edvance Tech. Northampton,MA 01061 Zaralban&Associates Attn: Mr. Robert Aquadro Hawley Associates IEG DATE:August 28,2001 Please submit an itemized quotation for changes in the Contract Sum and Contract Time for proposed modifications to the Contract Documents described herein. Notify the Architect in writing of the date on which you anticipate submitting your proposal. THIS IS NOT A CHANGE ORDER, CONSTRUCTION CHANGE DIRECTIVE OR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED IN THE PROPOSED MODIFICATIONS. Description: Drench Hose/Eve Wash Install dual drench hose/eye wash in countertop adjacent to sink,Chemistry Prep 2504. Submit cut sheets and installation details for approval. Attachments: Drench Hose/Eye Wash cut sheet REQUESTED BY: AW Architect: Traci H.Milikowski,RA,Associate CONNECTICUT OFFICE MASSACHUSETTS OFFICE 416 Slater Road,P.O.Box 2590,New Britain,CT 06050-2590 124 Grove Street,Suite 215,Franklin,MA 02038 V: (860)229-0361 F: (860)229-5303 V: (508)520-9928 F: (508)520-0856 PREMIERE LECTURE 00M WI f4� VHITE LCS® AND MLC WRIT FACES 1 - Premiere Reversible Writing Board with Natural Lacquer Finished Oak Frame Lecture units are substantially constructed with natural finished oak or heavy-gauge aluminum,. etched and satin ! anodized frame. Writing panel with LZS or MLC white writing surface, revolves horizontally. Meal locking device ' holds board at desired angle. LCS White porcelain-on-steel j writing surface offers excellent writing qualities and will accept magnets and magnetic aids. MLC units have smooth, I i economical, nonmagnetic white melamine writing surface. t Both surfaces take a positive image from Claridge felt tip i LCS liquid chalk markers in red, blue. green or black. LCS and MLC surfaces are not designed for chalk and the MLC i surface will stain if improper markers are used. Do not use No. 600A abrasive cleaners on LCS or MLC marker board surfaces. ! No. 600 and 601 Profile Markerboards Size I I�I t Number Hi Si Wide Panel Weight Price White LCS porcelain enamel steel markerboards are available with round or square corners and with black or white T-edge I LCS153 3'x 4' White LCS i 50 lbs. $433.00 trim. Barbed T trim fits into panel groove for a smooth,sleek, LCS53 3'6"x 5' White LCS 75 lbs. 562.00 frameless appearance. LCS panels are approx. 1/2" O.A. f LCS54 4'x 6' White LCS 100 lbs. 628.00 ' Round corners have a 3"radius. Hangers included. Specify MLC153 3'x 4' White Melamine 40 lbs. 322.00 color of T-edge Profile trim required- black or white. Black MLC53 3'6"x 5' White Melamine I 60 lbs. 364.00 i will be furnished if no color is specified. No markers or eras- { MLC54 4'x 6' White Melamine 70 lbs. 391.00 er included. See page 5. II! MLC158 3'x 4' 40 lbs. 350.00 j MLC58 3'6"x 5' White Melamine one side with 60 lbs. 405.00 i Round Corner Square Corner Size wt. LC59 4'x 6' Tan Cork other side 70 lbs. 439.00 Number Price Number Price H-W Los. CS158 3'x 4' 50 lbs. 389.00 t600 $117.00 t601 $112.00 ! 2'x 3' 18 White LCS one side with 600A 171.00 601A 167.00 13'x 4' 36 LCS58 3'6"x 5' 75 lbs. 479.00 LCS59 4'x 6' Tan Cork other side 100 lbs. 528.00 6008 215.00 601E 211.00 4'x 4' 48 600C 307.00 601C 302.00 4'x 6' 72 =Reversiblme 6000 37600 601D 371.00 4'x 8' 96 tlndicates UPS or RPS shipment. Freight class 70. Items shown in color are ` stocked. Contact Claridge loco- tion nearest you for availability. f - Easel folds a 5 gainst back No 153, 53,54, 155, 55, 56, 158, 58, 59,167,67 and 69 use freight class 85. I Size No.57 Number High-Wide Panel Weight � Price LCS155 3'x 4' White LCS 50 lbs. $459.00 LCS55 3'6"x 5' White LCS 75 lbs. 577.00 Premiere Portable Lecture Board x 6' White LCS 100 lbs. 646.00 This portable lecture board is invaluable for conducting 5 x ite Melamine 40 lbs. i 348.00 meetings,conferences and educational activities. The writing MLC55 3'6"x 5' White Melamine 60 lbs. 391.00 surface is genuine porcelain-on-steel-LCS White for use MLC56 4'x 6' White Melamine 70 lbs. 419.00 with LCS markers. Lightweight,easily carried. Easel folds MLC167 3'x 4' 40 lbs. 377.00 against back and locks in place. Framed in extruded satin MLC67 3'6"x 5' White Melamine one side with 60 lbs. 432.00 anodized aluminum. At top edge a hinged clamp is provided LC69 4'x 6' Tan Cork other side 70 lbs. 470.00 for holding paper pads(not included). CS167 3'x 4' 50 lbs. 422.00 No.57PD Pads of white unruled paper.50 sheets per pad. LCS67 3'6"x 5' White LCS one side with 75 lbs. 506.00 Size 22"high x 27"wide. Packed 4 pads per carton. Weight LCS69 4'x 6' Tan Cork other side 100 lbs. 560.00 18 lbs. Price per carton ................$63.00 Units come with 12 assorted LCS markers and a felt eraser. If markers and eraser are not required spec- ify Marker Deduct on order and deduct$18.60. Units have floor glides. Swivel casters are optional add. LCS markers and a felt eraser,single packed,weight 27 If required,specify Casters Add 1 for 2 non-locking and 2 locking casters and add$10.00. Specify Casters I lbs. Size 24"high,28"wide. Price ........$151.00 i Add 2 for 4 non-locking casters and add$8.00. If rasters are desired,they must be specified on order. Nos.57 and 57PD use freight class 70. Nos.57 and 57PD can ship UPS or RPS. 7 1 w PROPOSAL REQUEST PROJECT: ADDITION & RENOVATIONS Proposal Request#076 NORTHAMPTON HIGH SCHOOL Northampton. MA 177-!7 g' Date: October 23. 2000 KB # 96079 1 `) 6 ,� Copies To: 0 2 5 MO X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre Brett Jacobus Brian Duggan vZHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTi Edvance Tech. P.O. Box 656, Texas Road Zaralban & Associates Northampton, MA 01061 Hawley Associates Attn: Mr.Robert Aquadro IEG Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER OR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. {a�y4' '�' - Description: Additional Marker/Tackboards Lower Level Area E 0511 TV Studio: Provide 4'x6'portable markerboard with aluminum frame. 0507 Project Lab: Install 12'-0" markerboard on north wall. 0519 Modular Technology: Install 12'-0" markerboard with 4'-0" tackboard each side on west wall. (Confirm length of wall.) Attachments: Portable markerboard cut sheet � � �� OF ' Rig &L ma_. , ,. ....'u., ISSUED: BY Architect: TFREH.Milikowski,RA,Associate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 i EXISTING } LM PROPERTY .i TERMINATE NEK f EW2 INTO -� EXISTINS FEIGE EXIST.FEW2 POSTS TO 8E RELOCATED (APPROXIMATELY 30 LF) 25 6'HIGH CHAIN LINK F`ENGE LOCATED INSIDE PROPERTY LINE 1�-EXIST FENCE TERMINATE NEI4 TO REMAIN IN F ENGE INTO EXISTINS FEw-z iS i - RI 6' _ R=341.0' p ; L=6126' + -qo°o' _ + w CONSULTANT: THIS SKETCH TO BE READ SKETCH GENERATED FOR: IN CONJUNCTION WITH ADDENDUM[] AS.L❑ R.F.P. CONTRACT DOCUMENTS ■o �� TrnF-* NORTHAMPTON HIGH SCHOOL FENCE REVISIONS DRAWN: RGB CHECKED: DRAWING N0. KAESTLE BOOS DATE: 04/22/2000 ASSOCIATES,INC. SCALE: i'=20-0' SKL-314 ARCHITECTS PROJECT NO. 196074 Fill w PROPOSAL REQUEST *WPROJECT: ADDITION& RENOVATIONS Proposal Request#075 NORTHAMPTON HIGH SCHOOL Northampton,MA Date: September 25, 2000 KB # 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre X Brett Jacobus Brian Duggan vZHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr. Robert Aquadro IEG Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER OR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN ' ,,. �, �y �� Description: Fence Revisions Please provide pricing for fence revisions as per the attached sketch. Attachments: SKL-34 d R ISSUED: BY scape Architect: Richard F. Webb, ,Vice President KAESTLE BOOS ASSOCIATES,INC. ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 I^ l f 1 Fill b 2-GABLE _ GUI DERAI L Lb.O BITUMINOUS 2 CURB L6.0 - i b CONCRETE Lb.OI WALKWAY Lb.O 'rU BITUMINOUS 1 CURS Lb.O r� I Lb.GI CURB OR FRECAST " GONG.CURS =:, 8 CONCRETE Lb.01 CURB OR PRECAST / _ � I GONG. CUR$ T INTEGRAL GONG, I Lb.01 CURB AND WALK I j I F 6 GONG Lb.01 MALI _ I HANE1 f EXI511 6 GON CRT TE I -n cad CONSULTANT: THIS SKETCH TO BE READ SKETCH GENERATED FOR: IN CONJUNCTION WITH ADDENDUM[] A.S.I.[] R.F.P. 4 CONTRACT DOCUMENTS TITLE: NORTHAMPTON HIGH-SCHOOL DRAWN: XXX CHECKED: DRAWING NO. KAESTLE BOOS DATE: Ob/29/oO ASSOCIATES, INC. SCALE: 20 SKL-31 ARCHITECTS PROJECT NO. 960 T9 i ❑ I � I A . . 16.04 i �I 28 6' HI t Lb.04 LINK' i`- � j Lb. STOP 516N 3 GONG PAINT LINE I A 4' HI6H GRAIN\ j L6.04 LINK FENCL; I, I f 2E3 b' N(GH Gh N 2 6.04 L NK FE E 6.01 7 6.01 3 CON l 5 C Lb.06 5 P5 _ 6 51 2-d L6.0 6u I 1 wla ° INT Lb 01 as 2 i O I 2 L 201 Li 5E CONSULTANT: THIS SKETCH TO BE READ SKETCH GENERATED FOR IN CONJUNCTION WITH ADDENDUM[] A.S.I. R.F.P. CONTRACT DOCUMENTS 74 TITLE: NORTHAMPTON HIGH SCHOOL low DRAWN: XXX CHECKED: DRAWING NO. KAESTLE BOOS DATE: 06/29/00 ASSOCIATES, INC. SCALE: I"=ao-o" SKL.-30 ARCHITECTS PROJECT NO. 960'f9 - .(a PROPOSAL REQUEST 3 2000 PROJECT: ADDITION & RENOVATIONS Proposal Reque t# q NORTHAMPTON HIGH SCHOOL 1?EPt O�f3UILD!tdG INS'r, J%1''P YMApT0N M e.nt Northampton, MA Date: June 30, 2000 KB # 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre X Brett Jacobus Brian Duggan vZHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656,Texas Road Zaralban & Associates Northampton, MA 01061 Hawley Associates Attn: Mr. Robert Aquadro IEG z Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER OR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: Sitework Clarifications Please provide a lump sum price for the following: 1. Substitute granite curb in lieu of bituminous curb per revised SKL-30, dated 6/29/00. 2. Substitute concrete curb in lieu of granite curb per revised SKL-31, dated 6/29/00. This Proposal Request supercedes ASI#224. Attachments: SKL-30, SKL-31 NAIR' €x . t w ISSUED: BY Architect: Richard F.Webb,ASLA, Vice resident KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain, Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST A2 520 20 PROJECT: ADDITION & RENOVATIONS Pro V NORTHAiNIPTON HIGH SCHOOL ��' i°i' ;FICfi Northampton, MA Date: July 20, 2000 KB 4 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre X Brett Jacobus Brian Duggan X vZHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban & Associates Northampton, MA 01061 Hawley Associates Attn: Mr.Robert Aquadro IEG �. Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER OR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. r w x dam .: Description: Additional Downspouts and Scupper Revision, Area D Provide Sarnafil Type DSA Downspout Scupper, lead-coated copper downspout to finished grade, complete with splashblock at 12 of 14 scupper locations at Area D round building. Each installed spillout scupper to be modified to accept downspout scupper. Extend downspout at 45° angle back to foundation wall, extend to grade. At curtain wall connectors, provide continuous gutter with single downspout at four(4) locations. Provide pricing to delete spiashbiocks. Install one downspout for approval. wwni "W .MhZ . ISSUED: BY Architect: rac e . i ows , ,Associate KAESTLE BOOS ASSOCIATES, INC. ARCHITECTS 416 Slater Road,New Britain, Connecticut 06050 Tel. (860)229-0361 Fax (860) 229- 303 SCUPPERS STYLE "Am STYLE "B" Flange lowered 11/2" (38.1 mm) Flange flush mounted with roof N F)E A N C E. �� /i // .�\ lam/ J tj TYPE OSA OVERFLOW SCUPPER TYPE OSS OVERFLOW SCUPPER I i 2 TYPE SSA SPLLOUT SCUPPER TYPE SS8 SPILLOUT SCUPPER TYPE DSA DOWNSPOUT SCUPPER TYPE DSB DOWNSPOUT SCUPPER NOTE 3' (762 mm) wide flange is fabricated from Heat Weldable material -D 2ySamafilo TE-EPHONF: 4C00A012 PQ7 1 l ;i�;i 1� TITAN ROOFING� INC. 70 Orange St., Chicopee, MA 01013-3849 Main office phone (413) 536-1624 Main office fax(413)533-2560 SOMWBA CERTIFIED Estimating fax(413) 533-1186 MBE Aquadro & Cerruti June 8, 2000 Texas Road via fax/mail 584-0011 P O Box 656 Northampton, MA 01060 Attn: Bob Aquadro Re: Northampton High School Gentlemen: We have investigated and repaired all the leaks that are roofing related. The leak in the new gym is a result of unfinished work by others around the mechanical unit. Regarding the water coming off the Round Library roof, we installed many more scuppers than were specified in order to have the roof properly drain. There was no specification regarding how far to extend the scuppers out from the wall. I looked at the Sarnafil detail - copy enclosed of the Type SSA spillout scupper, and it appears that the projection from the wall is 2", which is what I instructed my men to install. If this needs to be changed, please let me know prior to my installing the rest of the metal fascia, and ! will price doing this change. Very truly yours, ma/yy''JJ TITAN ROOFING, INC.Fred Paz ino 501— WOO& a File 990061 165 Harding Street, Worcester, MA 01604 65 Cornwall Street, Jamaica Plain, MA 02130 r Phone 508-755-0487 Fax 508-756-8609 Phone 617-522.0300 Fax 617-522-5744 r� < £0£S6ZZ099 G �fib' S008 3�1S3t�1 �� Z/ L a6ed •WdLti�L 00-Zl-un� •L69L LIZ £lb :O�Ob'nDd 1Fi�80� ��8 � � PROPOSAL REQUEST PROJECT: ADDITION & RENOVATIONS Proposal Request#072 . NORTHAMPTON HIGH SCHOOL Northampton, MA Date: June 14, 2000 KB # 96079 Copies To: 11 ul X Jo �p `r �Ska :k... ; E OWNER: CITY OF NORTHAMPTON X AnthbA Patillo Memorial Hall, 240 Main Street X Lahv r ce E 5 20M Northampton, MA 01061 X Bib Letendre �. X Br tt d cobusc P. Bran Dugaaaa X vZHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban & Associates Northampton, MA 01061 Hawley Associates Attn: Mr. Robert Aquadro IEG _ y n` ,.d"`'F �r ,4 , ^• `mac" t ,...w_.. ....�a.,azwa •`" ,vg. *,. usa :ua$ »u:,. ;bie 7�.:`t2 ��s;. ��ac3 '' a� �'-°?:y� ._,�,�`` .dye i, ,.a�t Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER OR A DIRECTION TO PROCEED W,IyTH THE WORK DESCRIBED HEREIN. Description: Additional Downspouts and Scupper Revision, Area D Provide Sarnafil Type DSA Downspout Scupper, lead-coated copper downspout to finished grade, complete with splashblock at each existing scupper location at Area D round building. Each installed spillout scupper to be modified to accept downspout scupper. Provide alternate pricing to extend each scupper an additional 4". (There are 8 existing scuppers shown on Drawing A10.01 as existing to remain. Confirm number of scuppers installed on round building.) Attachments: ISSUED: BY Architect: Traci H. Milikowski, RA,Associate KAESTLE BOOS ASSOCIATES,INC. ARCHITECTS 416 Slater Road,New Britain, Connecticut 06050 Tel. (860)229-0361 Fax (860) 229-5303 Lower Level Area A Elev. Machine 0110 Delete W-9 (paint) all walls. Storage 0106 Delete W-9 (paint) all walls. Electrical 0107 Delete W-9 (paint) all walls. Delete C-5 (painted ceiling) Aerobics 0112 Delete C-5 (painted ceiling) Athletic Storage 0115 Delete C-5 (painted ceiling) Receiving 0124 Delete C-5 (painted ceiling) Lower Level Area B Storage 0203 Delete W-9(paint) all walls. Delete C-5 (painted ceiling) Set Storage 0204 Delete W-9(paint) all walls. Delete C-5 (painted ceiling) Electrical 0205 Delete W-9(paint) all walls. Delete C-5 (painted ceiling) Storage 0206 Delete W-9(paint) all walls. Storage 0207 Delete W-9(paint) all walls. Storage 0208 Delete W-9(paint) all walls. Passage 0209 Room deleted in previous ASL Delete W-9 (paint) all walls. Mechanical 0212 Delete W-9(paint) all walls. Delete C-5 (painted ceiling) Electrical 0213 Delete W-9 (paint) all walls. Delete C-5 (painted ceiling) Main Level Area A Storage 1106 Delete W-9 (paint) all walls. Electrical 1118 Delete W-9 (paint) all walls. \NTSERVER2'data,\orthampton\2000�High SchoolTa\Proposal RequestTropregFl doc Page 2 of PROPOSAL REQUEST s f.. � JUN 22000 , PROJECT: ADDITION & RENOVATIONS Proposal Request#071 NORTHAMPTON HIGH SCHOOL Northampton, MA Date: May 31, 2000 KB 4 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre Brett Jacobus Brian Duggan vZHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban&Associates Northampton, MA 01061 Hawley Associates Attn: Mr. Robert Aquadro IEG `gum Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER OR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. 4 ''T�z.. ,awl alas._ Description: Painting Revisions Refer to attached for revisions to finish schedule, Lower and Main Levels, Areas A and B. Attachments: ' rY�� :. RUM, ISSUED: BY Architect: Traci H. Milikowski, Associate KAESTLE BOOS ASSOCIATES,INC. ARCHITECTS 416 Slater Road,New Britain, Connecticut 06050 Tel. (860)229-0361 Fax (860) 229-5303 0 4,4-�"Okfyvc? av PA ,/ o m #4�� SCWO, 54� IeA� A5,41--7r6,t) -70',OA04--f apv , -11-CWO I ea lo/los All��evul;l" 0 M,414) Ok-.; 41 SCEA)el'y TV-Pra C� 14 2- Ao Cd 'A"A 04 Q- -raam om sup , 647re&,, 4,5 r- q-ue(�a 4t)C e,?-Q. A)t 3 Ov/7-> eW / 'Z sc ,p �,;2 -77- -,V - A� 2- 00 V,41, .g-- 142 : 'zavc oyv, >c I +I Ren-3 -462 &�:4 rczZ/a4ci, YKomTe(J C,e OV 7V�/ mwvutz ujliu&Pcz,3 --------------------------------------- ART I is 20 4x;e:� /-7n/v ,;94 6 -D MATCH AREA C 1 QCL`z.2r/ C 1,is l Aj- SEE DWG A1.06 � �lkS f t, A (��a � STORAGE o� 22 � f :4-) O , I 3 rz — VEST I 120 1 ELEV. r JA ' I Z � I _ � P 5 AUDITORIUM 121 8 � g 10 10 d �'~— 13� NORTHAMPTON HIGH SCHOOL ADDITIONS AND RENOVATIONS NORTHAMPTON MA KB #96079 to be specially tested or approved, give the Owner' s Representative timely notice of the work's readiness for inspection. Arrange for and give notice of dates of inspections to be made by others. C. Completion Testing: Upon completing the installation of all work specified under this section, so notify the Architect, who will schedule an inspection. At the time of this inspection, furnish sufficient workers to operate all equipment and to perform such adjustments and tests as may be required by the Owner' s Representative. 1. Repair or replace any equipment which fails to meet with the specifications, and re-scheduled another inspection under the same conditions as previously specified. Do not performed any other work in the auditorium and stage areas at the time of these inspections. Remove all temporary bracing, scaffolding, etc. to permit full operation of and access to all equipment. 2. Final approval will be withheld until all systems have been thoroughly tested and found to be in first class operating condition in every particular. 3. 4 DEMONSTRATION A. Engage a factory-authorized service representative to test system and to train Owner' s personnel to adjust, operate and maintain stage rigging. 1. Schedule training with Owner, through Owner' s Representative, with at least seven days' advance notice. END OF SECTION 11064 Section 11064 STAGE RIGGING Page9 May 11, 2000 NORTHAMPTON HIGH SCHOOL ADDITIONS AND RENOVATIONS NORTHAMPTON MA KB #96079 a. Model No. 05-812 Series Mule Block; J.R. Clancy, Inc. S. Worm Gear Hand Winch: Provide worm gear hand winch consisting of a cast iron drum with integral, machined worm gear which rides on a stationary steel shaft, turned by a steel worm pinion gear with an adjustable crank handle. Include integral thrust brake and constantly-engaged ratchet that automatically increases the retarding torque as the load is increased. Fully enclose all gears for safety. Include a hole and cable holder permitting attachment of the lifting cable. 1 . Minimum drum diameter: Varies with the cable diameter for which the winch is sized, but not less than 16 times the cable diameter. 2. Provide custom steel winch mount for connection of winch to wall and floor structure of stage area. 3. Products: Subject to compliance with requirements, provide the following: a. Model No. 018-7 Hand Winch, 4, 400 lb. capacity; J.R. Clancy, Inc. PART 3 - EXECUTION 3. 1 INSTALLATION, GENERAL A. Install all specified equipment using fully trained superintendents and workmen who are fully responsible to, and fully represent the stage rigging company. Install all equipment in a workman like manner, per plans and specifications. Align, adjust, and trim equipment for the most efficient operation, the greatest safety and for the best visual appearance. B. Standards: Install equipment using practices in accordance with OSHA Safety and Health Standards and all local codes. Perform all welding in full compliance with the latest edition of the Structural Welding Code (ANSI/AWS D1. 1) . C. Install mule blocks, cable rollers, and guides as required to provide proper alignment, maintain specified fleet angles, and to prevent contact with other surfaces. D. Finishes: Touch up all welds and finishes disturbed during shipping and installation to match factory finishes. 3.2 CLEAN UP A. Clean up and remove packing materials and legally dispose of the m off the site. B. This Contractor is responsible for protection of surfaces or equipment provided by others. 3.3 INSPECTION AND TESTING A. Inspection: During installation of Stage rigging, arrange for access as necessary for the inspection of equipment by the Owner's Representatives. B. Special Testing: If specifications, the Architect; Is instructions, laws, ordinances, or any public authority having jurisdiction require any work Section 11064 STAGE RIGGING Page8 May 11, 2000 NORTHAMPTON HIGH SCHOOL ADDITIONS AND RENOVATIONS NORTHAMPTON MA KB #96079 of holes and casting flaws, machine faced and turned with equally pitched grooves for the required number of cables and ropes. 1. Cable grooves: Conforming to rope and cable manufacturers' standards for groove shape and tolerance, with 8 degree minimum sloped sides, of sufficient depth to fully encompass the cable. 2. Sheave: Fitted with 1-inch tapered roller bearings, properly sized for the required load and speed. 3. Shaft: 1-inch diameter, keyed to one side plate to prevent rotation.. Include a fine thread, self locking nut on the opposite end of the shaft for adjustment of the bearings. 4 . Block Housing: Two 10 gauge side plates shaped to fully protect the sheave and eliminate sharp corners, fillet welded to the base angles. 5. Base angles: Fabricated from 2-inch x 1-1/2-inch x 1/4-inch angle with the short leg turned in. 6. Spacers: Provide at least five spacers per head block, three to be placed to prevent cables from escaping from the sheave grooves. Each sheave shall run plumb and true without rubbing its side plates when rotated. P. Furnished each head block w-th two angles, matching the base angles, extending between the head block beams, held rigidly in place by three 1/2-inch diameter bolts with lock nuts. Weld block in place after final alignment. 1. Products: Subject to compliance with requirements, provide the following: a. Model No. 01-1259 Series Head Block with 6 cable grooves and no rope groove; J.R. Clancy, Inc. Q. Mule Block: 8-1/2" diameter sheave made of class 30 grey iron conforming to ASTM specification A-48, machine faced and turned with equally pitched grooves for the required number of cables and ropes. 1. Cable grooves: Conforming to rope and cable manufacturers' standards for groove shape and tolerance, with 8 degree minimum sloped sides, of sufficient depth to fully encompass the cable. Furnish mule block with 6 cable grooves for 1/4" diameter cable. 2. Sheave: Fitted with 1-inch tapered roller bearings, properly sized for the required load and speed. 3. Shaft: 1-inch diameter, keyed to one side plate to prevent rotation. Include a fine thread, self locking nut on the opposite end of the shaft for adjustment of the bearings. 4 . Block Housing: Two 10 gauge side plates shaped to fully protect the sheave and eliminate sharp corners, fillet welded to the base angles. 5. Base channel: Fabricated from 8-inch channel with the short leg turned in. 6. Spacers: Provide at least five spacers per head block, three to be placed to prevent cables from escaping from the sheave grooves. Each sheave shall run plumb and true without rubbing its side plates when rotated. R. Furnished each mule block with two 3/8" formed clips and two 3/8" diameter bolts with lock nuts. 1. Products: Subject to compliance with requirements, provide the following: Section 11064 STAGE RIGGING Page7 May 11, 2000 NORTHAMPTON HIGH SCHOOL ADDITIONS AND RENOVATIONS NORTHAMPTON MA KB #96079 following: a. 1/4 -inch diameter Cables and Fittings; J. R. Clancy, Inc. J. Draw Cable: 3/8-inch diameter 7 x 19 galvanized aircraft cable, attached to the guided clew using a thimble and two cable clips of appropriate size. 1. Products: Subject to compliance with requirements, provide the following: a. Model No. 20-446-3/8-inch diameter Cables and Fittings; J. R. Clancy, Inc. K. Cable clew: Cut from 1/4" minimum steel to facilitate the proper number of holes for proper attachment of turnbuckles for multiple cables. Locate one larger hole for the draw cable to prevent the clew from jamming on its guide cables. Provide two cable guides to ride on parallel guide cables between the headblock and the winch. 1. Products: Subject to compliance with requirements, provide the following: a. Model No. 17-27 x 7 Guided Cable Clew; J. R. Clancy, Inc. L. Underhung Loft Block: 8-1/2" diameter sheave made of class 30 grey iron conforming to ASTM specification A-48, minimum hub diameter of 2", free of holes and casting flaws. Provide machine faced sheave turned with the required size rope or cable groove. 1. Cable grooves: Conforming to rope and cable manufacturers' standards for groove shape and tolerance, with sloped sides, of sufficient depth to fully encompass the cable. 2. Sheave: Fitted with 5/8" diameter, sealed, precision ball bearings, properly sized for the required load and speed. 3. Shaft: 5/8" diameter, with a dutchman to engage the keyhole in the side plate. Include a fine thread, self locking nut on the opposite end of the shaft for adjustment of the bearings. M. Fasten the block by means of an angle clip. 1. Products: Subject to compliance with requirements, provide the following: a. Model No. 3CC-10859R Series Loft Block with a 1/4-inch groove; J.R. Clancy, Inc. N. Loft Block Idler Assembly: Provide loft block idler assembly to carry the weight of the cables and prevent rubbing against adjacent block side plates. Do not install to carry line loads or to act as deflector or mule blocks. 1. Products: Subject to compliance with requirements, provide the following: a. Loft Block Idler with 1 to 4 sheaves per assembly; J.R. Clancy, Inc. 0. Underhung Head Block: 12" diameter sheave made of class 30 grey iron conforming to ASTM specification A-48, minimum hub diameter of 3-7/8" Section 11064 STAGE RIGGING Page6 May 11, 2000 NORTHAMPTON HIGH SCHOOL ADDITIONS AND RENOVATIONS NORTHAMPTON MA KB #96079 A. Provide the manufacturer' s standard finish and color paint as required under this Section, except as noted. B. Furnish all turnbuckles, clips, tracks, chains and other items of incidental hardware plated or painted. 2.4 RIGGING COMPONENTS A. Pipe Battens: ASTM A 53, Grade A, black, heavy weight (Schedule 80) , 1-1/2-inch nominal diameter, in lengths indicated. Splice joints with 18-inch long sleeves with 9" extending into each pipe. Cover each end with yellow vinyl, closed end safety cap, at least 4 inches long. 1. Products: Subject to compliance with requirements, provide the following: a. Model No. 15-67R, 45 feet long; J. R. Clancy, Inc. B. Cable Fittings: Provide cable clips conforming with wire rope manufacturer' s recommendations as to size, number, and method of installation. Clips shall be drop forged "Crosby" . C. Pressed Sleeve Fittings: Copper "Nicopress" . D. Form eyes over galvanized wire rope thimbles of correct sizes. E. Turnbuckles: Drop forged and galvanized, moused or fixed with nuts after adjustment to prevent loosening. F. Lift Cables: 7 x 19 construction, galvanized aircraft cable, sized as required, and with breaking strengths as follows: 1. 1/8-inch diameter: 2, 000 lbs. 2. 1/4-inch diameter: 7, 000 lbs. 3. 3/8-inch diameter: 14,000 lbs. 4 . 3/16-inch diameter: 4,200 lbs. 5. 5/16-inch diameter: 9,800 lbs. G. Do not use damaged or deformed cable. Install all wire rope rigging so as to prevent abrasion of the wire rope against any part of the building construction or other equipment. H. Trim Chains: 30" long, 1/4", grade 30 Proof Coil with a manufacturer' s working load limit of 1, 250 pounds, with a snap at one end. Install on the batten end of each lift line. Provide one 3/8-inch diameter safety bolt, one nut and two flat washers per trim chain after batten is leveled. 1. Products: Subject to compliance with requirements, provide the following: a. Model No. 31-1192A Trim Chains; J. R. Clancy, Inc. I. Curtain Lift Cables: 1/4-inch diameter 7 x 19 galvanized aircraft cable, terminated with corresponding cable thimbles and two forged cable clips or Nicopress fittings at each end. 1. Products: Subject to compliance with requirements, provide the Section 11064 STAGE RIGGING Pages May 11, 2000 NORTHAMPTON HIGH SCHOOL ADDITIONS AND RENOVATIONS NORTHAMPTON MA KB #96079 progress to avoid delaying Work. 1 . Where field measurements cannot be made without delaying the Work, guarantee opening dimensions and proceed with fabricating stage rigging without field measurements. Coordinate stage construction to ensure that actual opening dimensions correspond to guaranteed dimensions. B. Field Conditions: All bidders shall fully inform themselves of the conditions under which the work is to be performed. No additional compensation shall be allowed for any labor or item the bidder could have been fully informed of prior to the bid date. 1.6 DELIVERY, STORAGE AND HANDLING A. The Rigging Contractor shall be responsible for storage of stage equipment, tools, and equipment during the period of the installation. 1.7 WARRANTY A. General: Warranties specified in this Article shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and will be in addition to and run concurrent with other warranties made by the Contractor under requirements of the Contract Documents. B. Provide a one year written guarantee against defects in materials or labor starting from the date of acceptance of equipment by the Owner's Representative. The guarantee shall not include normal wear and tear, damage due to neglect, or improper use of equipment. Any required maintenance or replacement shall be provided by the Rigging Contractor within thirty days of notification by the Owner except for safety related items which shall be corrected within 48 hours of notification. Subsequent to the expiration of the guarantee period the Rigging Contractor agrees to furnish repair and maintenance service, at the Owner's expense, within thirty days of request for such service. PART 2 - PRODUCTS 2. 1 MANUFACTURERS A. Products: Subject to complaisance with requirements, provide stage rigging manufactured by the following: 1. J. R. Clancy, Inc. , Syracuse, NY. 2.2 FABRICATION A. Incorporate the best mechanical fabrication and workmanship practices for good fit and finish. Remove all burrs or sharp edges to cause a hazard. Do not fabricate any item with sharp corners accessible to personnel. B. Fabricate all moving parts to specified tolerances. Sheaves shall run plumb and true and shall not scrape housings. C. Fabricate and install all equipment to facilitate future maintenance and replacement. 2.3 FINISHES Section 11064 STAGE RIGGING Page4 May 11, 2000 NORTHAMPTON HIGH SCHOOL ADDITIONS AND RENOVATIONS NORTHAMPTON MA KB #96079 D. Materials: Provide all materials new, unused and of the latest design. Re-furbished and obsolete materials are not permitted. E. Fabricator/Installer Qualifications: The Rigging Contractor shall be an approved rigging manufacturer or shall have been an authorized representative or dealer of the manufacturer for a minimum of five years. The contractor shall have been in continuous operation for at least 10 years, involved in installing stage rigging systems for a period of five years or more, and shall have completed at least ten installations of this type and scope. The architect shall be the final judge of the suitability of experience. 1. Approved Rigging Contractors: The following are approved rigging Contractors: a. J. R. Clancy, Inc. , 7041 Interstate Island Road, Syracuse, NY, 13209, 315.451.3440. F. While the components, units, and arrangements described herein and shown on the drawings indicate specific details for the realization of the stage systems, bidders may propose alternate details and components which will fulfill the functional parameters of the envisioned system. 1. Submit a complete set of spec-fications and drawings, not less detailed than these and following the same general outline, together with a detailed statement indicating paragraph by paragraph wherein the equipment to be offered deviates from specifications included in this bid request. 2. Where alternate proposals are offered, submit the amount to be added or deducted from the base bid which is required from all bidders. G. Provide all items, articles, materials, and operations listed, mentioned or scheduled in the drawings, and herein specified, including all tools, scaffolding, labor, supervision, and incidentals necessary and required for their completion. Any errors, omissions or ambiguities are not to condition this requirement, but shall be brought to the attention of the Architect for their possible effect on the intent of the specifications. H. Provide rigging systems that conform to all applicable code requirements and that are in conformance with industry standards of operation and practices. All materials, arrangements, and procedures shall comply with applicable code requirements, allowing the users to arrange and operate a safe assembly and working environment for audience and user personnel. I. Insurance: In the absence of more stringent requirements, the Rigging Contractor shall maintain injury and property liability insurance coverage throughout the project' s scheduled timetable, including workmen' s compensation coverage for Contractor' s employees. At no time throughout this project will the owner be liable for any damage, loss or personal injury claims arising out of the negligence of the Rigging Contractor. 1.5 PROJECT CONDITIONS A. Field Measurements: Check actual stage layout by accurate field measurements before fabrication; show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction Section 11064 STAGE RIGGING Page3 May 11, 2000 NORTHAMPTON HIGH SCHOOL ADDITIONS AND RENOVATIONS NORTHAMPTON MA I #96079 a. Only deviations which upgrade the quality of the equipment or respond to field conditions will be considered. 3. Locations for blocking to be provided by others. 4 . Extent of required operating clearances. 5. Calculations: Calculate requirements for supporting rigging, and equipment and verify capacity of each item, and rigging component to support loads. E. Substitute Materials: Any Rigging Contractor proposing to use a substitute material or item of equipment must guarantee the suitability of the recommended substitution and provide appropriate manufacturer's literature, catalog information, cut sheets and product data sheets sufficient to permit the architect to make a meaningful and informed decision to accept the substitution. All such requests must be made at least ten days before the bid opening date. Approval of substitute equipment shall be made by addenda prior to the bid opening date. 1. The burden of proof is on the proposer. 2. In no case will materials of lesser design or workmanship be acceptable. F. Qualification Data: For firms and persons specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. G. Schedule: Prior to the commencement of the installation work, submit an outline of a proposed schedule and requirements for approval. 1.4 QUALITY ASSURANCE A. Material Standards: Provide materials conforming to the following ASTM and ANSI standard specifications: 1. A-36; Specification for structural steel. 2. A-47; Specification for malleable iron casting. 3. A-48; Specification for gray iron casting. 4 . A-120; Specification for black and hot-dipped zinc-coated (galvanized) steel pipe for ordinary use. 5. B18.2.1 7 2; Specification for square and hex bolts and nuts. B. In order to establish minimum standards of safety, utilize the following factors of safety: 1. Cables and Fittings: 8 Safety Factor. 2. Gear motors: 1.0 Service Factor. 3. Cable bending ratio: Sheave is 30 times diameter of cable. 4 . Tread Pressures: 500 lbs. For cast iron; 1000 lbs. for steel. 5. Maximum Fleet Angle: 1-1/2 degrees. 6. Steel: 1/5 of yield. 7. Bearings: Two times required load at full speed for 2, 000 hours. 8 . Bolts: Grade 5 or better, plated. C. Where dimensions and loading capacities have been omitted from this specification, they are to be determined by the bidder in accordance with accepted industry standards and the guidelines in this Section. In no way shall the Rigging Contractor be relieved of the primary responsibility to provide a safe, fully functional system. Section 11064 STAGE RIGGING Page2 May 11, 2000 NORTHAMPTON HIGH SCHOOL ADDITIONS AND RENOVATIONS NORTHAMPTON MA KB #96079 SECTION 11064 - STAGE RIGGING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Instructions to Bidders, AIA Document A201, "The General Conditions of the Contract for Construction", 14th Edition, 1987, the Supplementary General Conditions and Division 1, General Requirements, are a part of this Section and shall be binding on the Contractor and/or Subcontractor who performs this work. Note also all Addenda. 1.2 SUMMARY A. This Section includes the following types of stage rigging: 1. Stage lighting supports on manual winch rigging (4 units) . B. Related Sections include the following: 1. Division 16 Sections for stage lighting and electrical connections, conduit, boxes and wiring to power sources and control locations for the index lights, wiring of the projection screen and all other electrically powered devices listed in these specifications. 2. Section 11063, "Stage Curtains" for curtains. 1.3 SUBMITTALS A. General: Submit the following according to Conditions of the Contract and Division 1 Specification Sections. B. Product data, installation instructions, and general recommendations, including data substantiating that materials comply with requirements. C. Samples for initial selection purposes including the following items: 1. Catalog Cuts: In lieu of drawings, the Contractor may wish to submit catalog cuts for certain standard equipment items, containing full information on dimensions, construction, applications, etc. properly identified as to their intended use. a. Clearly note any options or variations. 2. Instructions: Upon completion of the work, submit 3 copies of a detailed Operating and Maintenance Manual including as-built shop drawings, equipment descriptions, and parts lists. Demonstrate and explain the maintenance and operation of the systems described in the manual with Owner-designated personnel. D. Shop drawings including plans, elevations, and detail sections of typical rigging elements. Show anchors, hardware, operating equipment, and other components not included in manufacturer's standard product data. 1. Show all information necessary to explain fully the design features, appearance, function, fabrication, installation, and use of system components in all phases of operation. 2. Clearly mark any deviations from the specifications using 1/4 inch high letters. Section 11064 STAGE RIGGING Pagel May 11, 2000 NORTHAMPTON HIGH SCHOOL ADDITIONS AND RENOVATIONS NORTHAMPTON MA KB #96079 Qty Description Height Width Fabric Fullness Approx. Location from Proscenium Plaster Line =0'- 0' 1 Valance Exist - 0'-0" 2 Main Traveler Exist - 12" 3 Borders 5' 41' Atlas/Oxford 60 #1 @ 6'-6" black #2 @ 11'-6" #3 @ 19'-6" 6 Legs 24 ' 6' Atlas/ 60 on 46 Rotos Oxford black off borders 2 Mid-Stage 23' 25' Atlas/Oxford 60 13'-0" Traveler black 2 Rear Traveler 23' 25' Atlas/Oxford 60 24 '-6" black 1 Sky Drop 23' 42' Natural 0 25 '-6" Muslin 1 TV Studio 9' 26' 20 oz. 60 See plan Marvel Velour END OF SECTION 11063 Section 11063 STAGE CURTAINS Page8 May 11, 2000 NORTHAMPTON HIGH SCHOOL ADDITIONS AND RENOVATIONS NORTHAMPTON MA KB #96079 A. Install battens by suspending at heights indicated with steel cable spaced to support load. B. Secure cables either directly to structures or to inserts, eye-screws, or other devices that are secure and appropriate to substrate, and that will not deteriorate or fail with age or elevated temperatures. Attach other cable end to pipe clamps with turnbuckles moused or fixed with nuts after adjustment, to prevent loosening. 3.5 TRACK INSTALLATION A. Batten-Hung Tracks: Install track by suspending from pipe batten with manufacturer's track clamp hangers attached to batten pipe clamps at spacing according to Manufacturer' s written instructions. 1. Heavy-Duty Track: Do not exceed. 6 feet between supports. 2. Walk-Along Tracks: Do no exceed 4 feet between supports and provide additional supports at splices. B. Install track for center-parting curtains with not less than a 2-foot overlap of track sections at center, supported by special lap clamps. 3.6 CURTAIN INSTALLATION A. Track-Hung: Secure curtains to track carriers with track manufacturer's special heavy-duty S hooks or snap hooks. B. Batten Hung: Secure curtains to pipe battens with tie lines. 3.7 DEMONSTRATION A. Engage a factory-authorized service representative to test system and to train Owner' s personnel to rig, adjust, operate and maintain stage curtains, and tracks. 1. Schedule training with Owner, through Owner' s Representative, with at least seven days' advance notice. 3.8 CURTAIN SCHEDULE A. Provide stage curtains according to the following schedule: Section 11063 STAGE CURTAINS Pagel May 11, 2000 NORTHAMPTON HIGH SCHOOL ADDITIONS AND RENOVATIONS NORTHAMPTON MA KB 496079 2. 9 LEG CURTAIN ROTO DEVICES A. Roto Devices: Provide ADC Model No. 6 roto drape devices. 1. Provide 6 units, total. B. Pipe Battens: Provide 6 feet long lengths of 1-1/2-inch, Schedule 40 black pipe for tie-up support of leg curtains. 1. Provide 6 units, total. 2. 10 TELEVISION STUDIO TRACK FABRICATION A. General: Fabricate curtain tracks for walk-along operation, without cord, cable, pulleys or floor block designed for rigid attachment to hanging clamps. B. Aluminum Track: Fabricate track of nominal 0.125 inch (11 gage) (3.0 mm) thick extruded aluminum in I-beam configuration with intermediate flange or of parallel aluminum channels with steel tubing strongback. Provide curtain carriers constructed of two nylon-tired ball-bearing wheels riveted parallel to zinc-plated steel body. Provide one master carrier, for each leading curtain edge, of plated steel with two pairs of nylon-tired ball-bearing wheels riveted parallel to zinc-plated steel body. Equip carriers with neoprene or rubber bumper and nylon giude strips to reduce noise, and heavy-duty swivel eye for attaching curtain snap or S hook. Provide end stops for track. 1. Suspended track: 1-1/2-inch steel pipe stiffener for supporting straight sections of suspended tracks. C. Products: Subject to compliance with requirements, provide one of the following: 1. Rig-I-Flex Model No. 142, Automatic Devices Company. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas and conditions, with Installer present, for compliance with requirements for supporting members, blocking, installation tolerances, clearances, and other conditions affecting performance of stage curtain work. Notify Owner's Representative and proceed with work only after unsatisfactory conditions have been corrected. 3.2 PREAPRATION A. Examine inserts, clips, blocking, or other supports required to be installed by others to support tracks and battens. Notify Owner's Representative and proceed with work only after unsatisfactory conditions have been corrected. 3.3 INSTALLATION, GENERAL A. Install materials according to manufacturer's printed instructions and recommendations. 3.4 BATTEN INSTALLATION Section 11063 STAGE CURTAINS Page6 May 11, 2000 NORTHAMPTON HIGH SCHOOL ADDITIONS AND RENOVATIONS NORTHAMPTON MA KB #96079 B. Heavy-Duty Track: Equip track with heavy-duty live-end double pulley and heavy-duty dead-end single pulley, with 5-inch molded-nylon or glass-filled-nylon-tired ball-bearing wheels, enclosed in steel housings. Provide curtain carriers of molded nylon with a pair of neoprene- or nylon-tired ball-bearing wheels riveted parallel to body. Provide one master carrier, for each leading curtain edge, of plated steel with two pairs of nylon-tired ball-bearing wheels and with two line guides per carrier. Equip carriers with neoprene or rubber bumper, heavy-duty plated-steel swivel eye, and manufacturer' s standard trim chain for attaching curtain snap or S hook. Provide end stops for track. Design adjustable floor block designed to maintain proper tension on operating line. 1. Operating Line: Manufacturer' s standard 3/8-inch stretch-resistant operating cord, consisting of braided synthetic-fiber jacket over solid, synthetic-fiber, linear, center filaments. C. Products: Subject to compliance with requirements, provide one of the following: 1. Silent Steel Model No. 282, with No. 2863, No. 2864, and No. 2866 pulleys; Automatic Devices Company. 2 . Tru-Roll Model No. 1000; Tru-Roll, Inc. 3. Atlas Silk Model No. 4185; H & H Specialties, Inc. 2.8 SKY-DROP AND SCENERY TRACK FABRICATION A. General: Fabricate curtain tracks for walk-along operation, without cord, cable, pulleys or floor block designed for rigid attachment to hanging clamps. B. Aluminum Track: Fabricate track of nominal 0. 125 inch (11 gage) (3.0 mm) thick extruded aluminum in I-beam configuration with intermediate flange or of parallel aluminum channels with steel tubing strongback. Provide curtain carriers constructed of two nylon-tired ball-bearing wheels riveted parallel to zinc-plated steel body. Provide one master carrier, for each leading curtain edge, of plated steel with two pairs of nylon-tired ball-bearing wheels riveted parallel to zinc-plated steel body. Equip carriers with neoprene or rubber bumper and nylon giude strips to reduce noise, and heavy-duty swivel eye for attaching curtain snap or S hook. Provide end stops for track. 1. Provide track assembly 60 feet long, overall. 2. Suspended track: 1-1/2-inch steel pipe stiffener for supporting straight sections of suspended tracks . Provide pipe 60 feet long. Provide schedule 80 extra heavy pipe. C. Products: Subject to compliance with requirements, provide one of the following: 1. Rig-I-Flex Model No. 142, Automatic Devices Company. 2. Atlas Silk Model No. 316W, H & H Specialties, Inc. 3. Tru-Roll Model No. 2300; Tru-Roll, Inc. D. Provide a total of 176 curtain carriers for sky-drop and (future scenic drops, N.I.C) . Section 11063 STAGE CURTAINS Page5 May 11, 2000 NORTHAMPTON HIGH SCHOOL ADDITIONS AND RENOVATIONS NORTHAMPTON MA KB #96079 1. Vertical Hems: Provide vertical hems not less than 2 inches wide, with a 1-inch tuck, and machine-sewn with no selvage material visible from front of curtain. Sew open ends of hems closed. 2. Leading Edge Turnbacks: Provide turnbacks formed by folding not less than 12 inches of face fabric back, with not less than a 1-inch tuck, and secured by sewing turnback vertically. 3. Top Hems: Reinforce top hems by double-stitching 3-1/2-inch-wide, heavy jute webbing to top edge with minimum 2 inches of face fabric turned under. 4 . Pleats: Provide fullness in curtains, exclusive of turnbacks and hems, by sewing additional material into 3-inch double-stitched box pleats spaced at 12 inches o.c. along top hem reinforcing. 5. Grommets: Brass, centered on box pleats and 1 inch from corner of curtain, for snaps or s-hooks. a. Provide not less than No. 2 brass grommets, except for velour curtains, provide not less than No. 3 grommets. b. For black curtains provide grommets with a black anodic finish. 6. Bottom Hems: For curtains that do not hang to the floor, provide hems not less than 3 inches deep with 3/4-inch weight tape. For floor-length curtains, provide hems not less than 6 inches deep with separate, interior, 100 percent cotton heavy canvas chain pockets equipped with No. 8 cadmium-plated jack chain. Stitch chain pockets so chain rides 2" above bottom edge of curtain. Sew open ends of hems closed. 7. Velour Curtains: Fabricate with the fabric nap down. B. Sky Drop: Fabricate from sky-drop fabric, sewn flat with vertical seams, and selvage to the rear. Provide 6-inch pipe pocket at bottom with a 6-inch jute flap of same fabric in front of pocket. Provide double- stitched, 3-1/2-inch jute webbing at top with not less than No. 2 brass grommets spaced at 12 inches o.c. and 1-inch from corner of curtain. Provide not less than a 2-inch double-folded side hem and a 4-inch bottom hem. C. Television Studio Curtain: Fabricate from Wiz Key fabric, to the same requirements as for sky drop above. D. Curtain Battens: Fabricate battens from steel pipe with a minimum number of joints. As necessary for required lengths, connect pipe with a drive fit pipe sleeve not less than 18 inches long, and secure with grade 5 bolts. Shop-paint completed pipe battens with good quality black paint with 1-inch-wide yellow stripe at the center of each batten. E. S-Hooks: Track Manufacturer's heavy-duty plated wire hooks. F. Tie Lines: Braided soft cotton, black or white to best match curtain; not less than 1/8 inch wide by 36 inches long. 2.7 STRAIGHT CURTAIN TRACK FABRICATION A. Steel Track Channels: Fabricate of roll-formed galvanized steel sheet, with continuous bottom slot, and with each half of track in one continuous piece. 1. Minimum Base-Meta Thickness: Not less than 0.0677-inch. Section 11063 STAGE CURTAINS Page4 May 11, 2000 NORTHAMPTON HIGH SCHOOL ADDITIONS AND RENOVATIONS NORTHAMPTON MA KB #96079 b. Melfabco, Inc. C. Rose Brand 3. Polyester: a. PD Cloth; Dazian, Inc. b. Wiz Key; Valley Forge Fabrics, Inc. 2.2 REAR-SETTING CURTAIN FABRIC A. Repp: 100 percent heavyweight cotton woven fabric; 54-inch minimum width; pattern as follows: 1. Atlas Oxford. 2.3 SKY-DROP FABRIC A. Muslin: Sheer, plain-woven fabric. 1. Fabric: 100 percent cotton weighing not less than 16 oz. /linear yard; 100-inch minimum width with vertical seams . 2. Color: Natural. 2.4 TELEVISION STUDIO CURTAIN FABRIC A. Wiz Key Cloth. 1. Fabric: 100 percent trevira F/R polyester; 72-inch minimum width. 2. Color: TV Gray & Chroma Key Blue. 2.5 METAL A. Steel Pipe: ASTM A 53, Grade A, black, standard weight (Schedule 80) , 1-1/2-inch extra heavy, unless otherwise indicated. B. Galvanized Steel Sheet: Zinc-coated carbon steel sheet of commercial quality, complying with ASTM A 526, G60 zinc coating; 0.075-inch (14-gage) minimum nominal thickness. C. Aluminum: Alloy and temper recommended by Manufacturer for strength and corrosion resistance; mill finish; ASTM B 221 (ASTM B 221M) for extrusions . D. Supports, Clamps, and Anchors: Sheet steel in manufacturer's standard gages, galvanized after fabrication according to ASTM A 153, Class B. E. Trim and Support Cable: 1/4-inch diameter, 7x19 galvanized steel aircraft cable with a breaking strength of 7000 lb. Provide fittings complying with cable manufacturer' s written recommendation for size, number, and method of installation, including a drop-forged galvanized turnbuckle to allow for leveling. F. Inserts, Bolts, and Fasteners: Manufacturer's standard units. 2 . 6 CURTAIN FABRICATION A. General: Provide not less than 60 percent additional fullness for curtains, unless otherwise indicated. Provide vertical seams unless otherwise indicated. Do not use fabric cuts less than half width. Fabricate velour curtains with the nap down. Section 11063 STAGE CURTAINS Page3 May 11, 2000 NORTHAMPTON HIGH SCHOOL ADDITIONS AND RENOVATIONS NORTHAMPTON MA KB #96079 application date, allowable life span for treatment, and details of any restrictions and limitations. F. Qualification Data: For firms and persons specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. 1.4 QUALITY ASSURANCE A. Fabricator/Installer Qualifications: Firm with at least five (5) years experience in producing stage curtains similar in material, design and extent to that indicated for this Project that have a record of successful in-service performance, and with sufficient production capacity to produce required units without causing a delay in the Work. B. Fire-Test-Response Characteristics: Provide stage curtains that are certified to be flame resistant according to requirements of NFPA 701 and the Commonwealth of Massachusetts State Building Code. Permanently attach label to each curtain indicating whether curtain is permanently and inherently flame resistant, or whether it will require retreatment after dry cleaning. 1. Flame-Resistance Ratings: Passes NFPA 701. 1.5 PROJECT CONDITIONS A. Field Measurements: Check actual stage curtain openings by accurate field measurements before fabrication; show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction progress to avoid delaying Work. 1. Where field measurements cannot be made without delaying the Work, guarantee opening dimensions and proceed with fabricating stage curtains without field measurements. Coordinate stage construction to ensure that actual opening dimensions correspond to guaranteed dimensions. PART 2 - PRODUCTS 2.1 CURTAIN FABRICS A. General: Provide fabrics inherently and permanently flame resistant or chemically flame resistant by immersion treatment to comply with requirements indicated. Provide fabrics from the same dye lot. B. Colors, Textures and Patterns: As indicated by referencing Manufacturer's designations. C. Products: Subject to compliance with requirements, provide the following: 1. Woven Cotton Velour: a. Marvel; KM Fabrics, Inc. 2. Repp, Atlas Oxford: a. Krieger: Fred Krieger & Co., Inc. Section 11063 STAGE CURTAINS Page2 May 11, 2000 NORTHAMPTON HIGH SCHOOL ADDITIONS AND RENOVATIONS NORTHAMPTON MA KB #96079 SECTION 11063 - STAGE CURTAINS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Instructions to Bidders, AIA Document A201, "The General Conditions of the Contract for Construction", 14th Edition, 1987, the Supplementary General Conditions and Division 1, General Requirements, are a part of this Section and shall be binding on the Contractor and/or Subcontractor who performs this work. Note also all Addenda. 1.2 SUMMARY A. This Section includes the following types of stage curtains: 1. Removal and disposal of existing rigging including fire curtain rigging. 2. Reinstallation of existing front-setting curtains including valance and front curtain. 3. Intermediate-setting curtains including borders, side legs and intermediate curtains. 4 . Cyclorama-setting curtains, including borders, side legs, travelers and rear curtain. 5. Sky drops. 6. Television studio curtains. B. Related Sections include the following: 1. Section 05500, "Metals Fabrications" for supplementary members supporting stage curtain systems to structure. 2. Division 16 Sections for electrical wiring and connections. 3. Section 11064, "Stage Rigging" for rigging. 1.3 SUBMITTALS A. General: Submit the following according to Conditions of the Contract and Division 1 Specification Sections. B. Product data, installation instructions, and general recommendations, including data substantiating that materials comply with requirements. C. Shop drawings including plans, elevations, and detail sections of typical rigging elements. Show anchors, hardware, operating equipment, and other components not included in manufacturer's standard product data. 1. Locations for blocking to be provided by others. 2. Extent of required operating clearances. 3. Calculations: Calculate requirements for supporting curtains, track, and equipment and verify capacity of each curtain, track, and rigging component to support loads. D. Samples for initial selection purposes in form of fabric manufacturer's standard color card, together with a 12-inch-square physical sample (any color) for each fabric required. E. Product certificates signed by stage curtain fabricator certifying that the products comply with specified requirements. Give name of flame- retardant chemical used, identification of applicator, treatment method, Section 11063 STAGE CURTAINS Pagel May 11, 2000 "rsCCDd PROPOSAL REQUEST ' MAY 12 2000 g �A PROJECT: ADDITION&RENOVATIONS Proposal Re e�l� �l '°° G{NS'EOTlONS 1064 NORTHAMPTON HIGH SCHOOL Northampton,MA Date: May 8, 2000 KB#96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON *X - Anthony Patillo< Memorial Hall, 240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre X Brett Jacobus X Brian Duggan X vZHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban &Associates Northampton, MA 01061 Hawley Associates Attn: Mr. Robert Aquadro IEG N a L ', ray 15'x ,y r ?.d �. /,� Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER OR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: Auditorium Stage Curtains and Rigging Provide new stage curtains and rigging as specified in Sections 11063 and 11064 respectively, and as shown on attached sketches. Attachments: sketches, Specification Section 11063 and 11064 Al t 8 r x79 _ r Ld arr y6 3§ '2wE�, Y" __' A�^c liar ISSUED: BY Architect: Traci H.Milikowski,RA,Associate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 J 2"DOMESTIC LINE. PRV. SET ® 75PS1. 4"REOUCED PRESSURE PRINCIPLE BACKFLOW FOR IRRIGATION SYSTEM. IRRIGATION WATER METER ASSEMBLY, INSTALL IN STRICT ACCORDANCE WITH THE CITY OF NORTHAMPTON. M WATER METER ASSEMBLY, INSTALL IN STRICT ACCORDANCE M WITH THE CITY OF NORTHAMPTON. FIN.FLOOR. 6"DUCTILE IRON WATER SERVICE 4"IRRIGATION LINE-�-. 5'-0"FROM BLDG. 5-0"FROM BLDG. SERVICE ENTRANCE PIPING DIAGRAM- SCALE. PROPOSAL REQUEST PROJECT: ADDITION& RENOVATIONS Proposal Request#069 NORTHAMPTON HIGH SCHOOL Northampton, MA Date: May 8, 2000 KB# 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre Brett Jacobus Brian Duggan X vZHS GENERAL X Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban & Associates Northampton, MA 01061 Hawley Associates Attn: Mr. Robert Aquadro IEG Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: Additional Water Meter Assembly Install additional water meter assembly for the irrigation system as shown on attached sketch. Attachments: Service Entrance Piping Diagram ISSUED: BY Architect: Traci H.Milikowski,RA,Associati KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel.(860)229-0361 Fax (860)229-5303 i m TF a �i --- - 201 .20 E 2 -Z0r444 �+ 55 -- 20 5A - E'� n v I Iv.vv 5/ F 200.5 T5 15.15 5 \ --- --------- - -- mob` 2 frr P'-r�� ✓ __ i E THIS SKETCH TO BE READ SKETCH GENERATED FOR: s IN CONJUNCTION WITH DENDUM❑A.S.I.F. R.F.P.0 CONTRACT DOCUMENTS TM-E: NORTHAMPTON HIGH SCHOOL SITE GRADING DRAWN: 066 1 CHECKED: DRAWING NO. DATE ,ae%QQ SCALE: S KL-2 8 1 PROJECT NO. 4bam 1IH1 r!1 VCJ rro•.rc-.rn i i ---- r...,---�, YD 7 l � 'ii•�.�i: !,�/' f;•'ii�! iii ��. ., �i Iii rl'/.%.�/:• , �/, it (]RE LE Y 5, YD 7, AND SO A D C N CT YD#4 TO YD#6. DE AREA TO SHED ER A AY FROM BUILDING a"r•'/r%,,/'�%'�r'.f/i`,i 191 YD 5 TF=2010.50 FL=197,50 \ a � I i 1 _ ..... ................................ ... _•'.,t 1• .r ... .a,.i—. •• ..� .� •-��J,Y.��, .. '�+(:yam 1� i '�' `� r� f>• � f is I � � «`�";a,� "� ( �Y 13 2 —8 PVC s a �-- _ MFG=a'94:.50(17 144 FL=1 `. 211 a FL=1 � 50 8" SW 1 ` NORTH r, ° C G N S V L t 1 N C E N 4 1 N E E R 5 ADDITIONS AND RENOVATIONS TO REFER TO DRAWING C 2.01 PUkK ELL NORTHAMPTON HIGH SCHOOL ScALE — ASSOCIATES NORTHAMPTON, MASSACHUSETTS 1 —40 ela.i.'e„y ., DATE SHEET YARD DRAIN • REVISIONS oa/za/oo DRW JMM SKC-9 AT AUDITORIUM ENTRANCE y CHK WDS c PROPOSAL REQUEST s j MAY 4201 , S PROJECT: ADI} I0�1 &RENOVATIONS Proposal Request#068 NOI") AAMPTON HIGH SCHOOL MA Date: May 1, 2000 KB # 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON Aj#ouy,Patillo�' Memorial Hall,240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre Brett Jacobus Brian Duggan vZHS GENERAL X Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656,Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr. Robert Aquadro IEG Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. max_ Description: Revisions to Site Grading & Yard Drains,North Elevation Delete yard drains and regrade area at Auditorium entrance as shown on attached sketch. Confirm that the proposed line from YD#4 to YD#6 will not conflict with the new water main. Attachments: SKC-9, SKL-28 ISSUED: BY Architect: Traci H.Milikowski, Associate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain, Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 o HVAC CONTRACTOR TO FURNISH 10* x 22' EXHAUST AIR DUCT CONNECTION AT RW/-TOP OF HOOD LE TOTAL DCHAUST- 2700 CFM -On L 0 1.60' S.P.W.G. SUPPLY AIR DUqT CONNECTIONS +9- A.F.F. TOTAL SUPPLY AIR - 2160 CFM SUPPLY AIR TEMPERATURES SHOULD RANGE DEPENDING UPON AJR VOLUME DISTRIBUTION & INTERNAL HEAT LOAD. DRY STORAGE PANTRY CULINARY ARTS lCLAB. lit-—--—-— T SUPPLY TRANSITION DUCT COLLAR -HANGERS TO OR & LOCATION. FINAL DUCT CONNECTIONS BY WAC CONTRACTOR FINAL DUCT CONNECTIONS BY HVAC CONTRACTOR STAINLRJS ST L PERIMETER ANV EXHAUST TRANSITION DUCT COLLAR BY HOOD MANUFACTURER K.E.C. TO VERIFY SIZE & LOCATION. VENTILATOR WITH FIRE SUPPRESSION SYSTEM NO SCALE CONSULTANT: PROJECT: THIS SKETCH TO BE READ SKETCH G NERATED FOR. IN CONJUNCTION WITH ADDENDUM[KA.S.IE]R.F.PC] ZARALBAN ALTERNATE NO. 6 CONTRACT DOCUMENTS REFERENCE SHEET: FS-8 & ASSOCIATES, INC. ADDITION AND RENOVATIONS TO THE TITLE:FOOD SERVICE EQUIPMENT FOOD FACILITIES PLANNERS&CONSULTANTS NORTHAMPTON HVAC&DETAIL PLAN 4250 VErEIW4 HIGWAY,SUITE 1040 HOLBROOK, NEW YM 11741 KAESM B 631.630.3456 FAX:631.630.3459 HIGH SCHOOL DRAWN: JMS ICHECKED: AJZ DRAWING NO. ASSOMT13,INC NORTHAMPTON,MA.,01060 DATE: 4/26/00 SKFS-1 .04] ARCHITECTS SCALE- i/8-=17-0- ED, 5.5kW, 208v-30, +36'�— EO. 18.7kW, 208v-30, +8t7 I THIS SHEET _0 ED, 160watts, 120v-10 COOKING 7 TO LIGHTS_t9' -O'. SWITCH +54 SEE WIRING NOTES THIS SHEET v\j STAIR E=i I 1113 1 1 t3 1t L R CONSULTING NEERS TO YERIFY ......... 4 bI PERAGE OLTS FOR EXISTING OASTE , +18" STORAGE ---------I-®------------- I � `''- I PANTRY �R SERVICE CULINARY ARTS lCLA8. WIRING NOTES FOR CONDUIT LINE TO REMOTE—� DETECTION LINE TO DETECTION LINE TO ITEM NO. 8: PULL STATION BY FIRE VENTILATOR 13Y FIRE VENTILATOR 13Y FIRE SUPPRESSION CONTRACTOR SUPPRESSION CONTRACTOR SUPPRESSION CONTRACTOR tO 2-WIRES FROM FINAL UGHTS J-BOX RESET CONDUIT LINE TO REMOTE SWITCH BY ELECTRICAL ET CHEMICAL LINE TO— RELAY PULL STATION BY FIRE T ICAL SUPPRESSION CONTRACTOR SUPPRESSION P R ONDU E S S 0 N T C 0 OR NE REMOTE E IT To E: U STATION FIR 911=0R. LIGHT SWITCH VENTILATOR BY FIRE TWO (2) WIRES TO SUPPRESSION C. AL FURNISHED AND INSTALLED BY SUPPRESSION CONTRACTOR 120 VOLT SERVICE BY WET CHEMICAL UNE TO S BY RE :N CONTRACTOR ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR. VENTILATORS BY FIRE (120V/60/19, 20,OAMPS SUPPRESSION CONTRACTOR 120V/1/60 20.OAMP SERVICE 0 DEDICATED SERVICE) U ES FIRE EXTINGUISHING f.—•.—TWO (2) WIRES T'0 NT RE CABINET MEASURES 2 TRIP BREAKERS AjN's'c"U 1/ ,T 22-1/2 BY ELECTRICAL AND//OR DE 9;=Er CONTRACTOR. ELECTRICAL CONTACTOR BY 16-1/2- WIDE x ELECTRICAL CONTRACTOR IHIGH x 7-1 2" 0 ELECTRICAL CONTRACTOR TO 2-WIRES FROM FIRE EXTINGUISHING FURNISH SHUNT TRfP BREAKERS ANDa0' SYSTEM CABINET TO CONTACTORS BY ELECTRICAL CO ZCTOR. TO LL PU LOCATIONS BY ELECTRICAL CONTRACTOR. COORDINATED RDINATED BY FIRE SUPPRESSION CONTRACTOR AND TWO (2) WIRES TO AUTOMAN ILOCAL FIRE AUTHORITIES. WET CHEMICAL FIRE EXTINGUISHING RELEASE BY SYSTEM CABINET FURNISHED BY ELECTRICAL CONTRACTOR. VENTILATOR MANUFACTURER, INSTALLED BY AUTHORIZED DISTRIBUTOR. DETAIL OF FIRE SUPPRESSION SYSTEM NO SCALE CONSULTANT: PROJECT: SKETCH GENERATED FOR: THIS SKETCH TO BE READ IN CONJUNCTION WITH ADDENDUM O(A,S.1.0 R.F.Po ZARALBAN ALTERNATE NO. 6 CONTRACT DOCUMENTS REFERENCE SHEET. FS-8 & ASSOCIATES, INC. ADDITION AND RENOVATIONS TO THE TITLE: FOOD FACILITIES RMNERS&COWLTMTS NORTHAMPTON FOOD SERVICE EQUIPMENT ROUGH-IN 4250 VETERANS Hl"AY,SUITE 1040 HOLIMOK, NEW YORK 11741 KAESTLE B 631.6210.3456 FAX' 531.&10.3459 HIGH SCHOOL DRAWN: JMS CHECKED: AJZ DRAWING NO. WS"75►oos E-MAJIL. zaralbanOix.notcom.com 380 ELM ST. DATE: 4/26/00 ?INC NORTHAMPTON,MA.,01060 SKFS--1 .03 ARCHITECTS SCALE: 1/8--1'-0- 1 PROJECT NO.960791 > � Qg m� cn SCHEDULE OF FOOD SERVICE EQUIPMENT � o� n VOLTS EXM REM REMARKS k--I N0. QTY. DESCRIPTION HW CW W IW HP KW AMPS _< c td 6 1 SIX (6) BURNER 16.7 206-30 ED RANGE WZ OVEN 3 j S 1> SINGLE DECK 6.5 206-30 HALF-SIZE 3 $ n 1 CONVECTION OVEN H VENTILATOR W FIRE 0.16 20.0 120-10 2700 2160 SUPPRESSION RE ucrtrs & M FIRE 0 0 8 1 SUPPRESSION SYSTEM SUPPRESSION SYSTEM p Z 1/2. 1/2. HW, CW n � o rm g 1 POT FILL FAUCET 3 w� _ z HW, CW, IW TO FD, Z COOK'S TABLE W/ 20.0 120-10 1/2' 1/2" DR CONVIENCE OUTLET p N D o u D 10 1 SINK & DRAWER 2" Z 3 =T "'I EXISTING TO BE RELOCATED, SR = 3 m z m MICROWAVE OVEN 20.0 120-10 Q o Z 1 1 1 (EXISTING) g WORK TABLE WITH 20.0 120-10 DR CONVIENCE OUTLET 0 z 12 1 DRAWER o Z ON g 0 o z= 13 — SPARE NO. z m -4 . : + TO ERIFYUAMPERAGE/VO TS F r z o N FOUR (4) SLICE z 14. 1 FOR EXISTING UNIT Z N 9 z TOASTER EXISTING rn o 00 = 15 — SPARE NO. v 00-- - N cz0 m z f m 16 - SPARE NO. 2 NOTE: ALL ROUGH-IN VALUES SHOWN ABOVE FOR EACH UNIT. m 0 z N n D _ „ 0 m z 101 1 v ° 0 m Z O 'M o O 1 C v v Una 0 Z N �' � C mC 6 � N fCO(KING ! _ a 0 I i r � � I a ! � i STAIR i 15 I I 18 DRY PANTRY • I I i I SERVICE i CULINARY ARTS 1CLAB. i i1 3 i i CONSULTANT: PROJECT: SKETCH GENERATED FOR: THIS SKETCH TO WITH READ ADDENDUM[K A.S.I0 R.F.P[l Z A R ALB A N ALTERNATE NO. 6 CONTRACT DOCUMENTS F : Fs-7 & ASSOCIATES, INC. ADDITION AND RENOVATIONS TITLE: FMFACPMESRANNERS&CONSULTANTS TO THE NORTHAMPTON FOOD SERVICE EQUIPMENT LAYOUT 4250 VETERAIIS HCHWAY.WM 1040 HOLBRO04C NEW YORK 11741 HIGH SCHOOL DRAWN: JMS CHECKED: AJZ DRAWING NO. KAESTLE BOOS E-MAIL.3458 FAX: 631.830.3459 ,c�,�w,R,�cI INC- zarclbanOix.netcom.com 380 ELM ST. f1J.TJ�.' ,B NORTHAMPTON MA.'01060 DATE a/ze/oo C r KC C J—1 .01 ARCHITECTS SCALE: 1/8'=1'-0' PROJECT N0.98079 J ZARALBAN & ASSOCIATES, INC. Food Facilities Planners&Consultants ITEM NO. 15 - ONE (1) SLICER STAND Change to read; ITEM NO. 15 - SPARE N0. ITEM NO. 16 - ONE (1) SLICING MACHINE Change to read; ITEM NO. 16 - SPARE N0. If we can assist you further in this matter, it w.il1 be our pleasure. Very truly yours, ZARALBAN & ASSOCIATES, INC. Albert J. Zaralban Albert J. Zaralban, F.C.S.I. ZARALBAN & ASSOCIATES, INC. Food Facilities Planners&Consultants (j) Ventilator to be listed by Underwriter's Laboratories, Inc. , "Grease Extractors for Exhaust Ducts", U.L. 710; tested by the National Bureau of Standards, Washington DC; in compliance with all recommendations of the National Fire Protection Association's standards for kitchen cooking equipment ventilators; approved by the National Sanitation Foundation; listed by the International Conference of Building Officials; approved by Building officials and Code Administrators/ International, Inc. ; and in accordance with all local codes. (k) Ventilator to operate as designed, utilizing exhaust air volumes as shown on plans. (1) Ventilator shall be equipped with a supply air plenum, duct collars, 165 degree fusible link type fire dampers and full length perforated face panels for discharging tempered supply air into room space. Supply air volume not to exceed 80i of hood exhaust. Discharge velocity of supply air not to exceed 250 FPM at the discharge point of the ventilator. (m) Ventilator to be standard equipped with two (2) 48" long double tube 80 watt vaporproof recessed fluorescent type light fixtures. Light fixtures to be factory pre-wired to a single connection point. (o) Furnish a wet chemical type fire protection system, Ansul R-102, Pyrochem or Rangeguard, including means for automatic and manual activation, along with means for simultaneous automatic shutting down of protected cooking equipment upon activation of said system. All exposed piping to be stainless steel or chrome-plated. Fusible link detection system to be built into ventilator by ventilator manufacturer. (p) Shunt trip breaker and/or contactors furnished and installed by Electrical Contractor. (q) Copies of approvals and testing laboratory data, if required, to be furnished by ventilator manufacturer. (r) As part of the installation of the ventilator, a Factory Engineer shall be on site, to coordinate all efforts. A Sales Representative will not be acceptable. (s) Ventilator to be Model No. SH-C-PA-I-60 as manufactured by "Caddy Air Systems" or approved equal as manufactured by "Avtec" . ITEM NO. 13 - ONE (1) COFFEE BREWER Change to read; ITEM NO. 13 - SPARE NO. ITEM NO. 14 - ONE (1) FOUR SLICE TOASTER Change to read; ITEM NO. 14 - ONE (1) FOUR SLICE TOASTER (a) Unit is existing and shall be relocated by owner to position shown on plans. (b) Consulting Engineers to verify utility requirements. ZARALBAN & ASSOCIATES, INC. Food Facilities Planners&Consultants (c) Oven to be provided with nine (9) position rack guides with five (5) nickel plated heavy duty racks. Oven section to have door with window, interior oven light and auxiliary fan switch for rapid cool down with door open. Door to open a full 180 degrees. Oven fan motor to shut off when door is opened. (d) Unit to have side mounted control panel. (e) Unit to be NSF approved and U.L. design certified. (f) Unit to be Model No. ECO2C as manufactured by "Vulcan" or approved equal as manufactured by "Hobart" or "Garland" . ITEM NO. 8 - ONE (1) VENTILATOR WITH WASH AND FIRE SYSTEMS Change to read; ITMMA 210. 8-- :.NE (1) `vM 'IL ATOR WIT'd FIRE SUPPRESSION SYSTEM (a) Ventilator to be of be size, make and model as specified below and as portrayed on the drawings. (b) Ventilator to measure 9' -0" long x 5' -0" wide. (c) Ventilator to be of high velocity, centrifugal grease extracting type with air inlet parallel to the cooking equipment being ventilated. Ventilator to contain full-length horizontal baffles for centrifugal grease extraction. Grease extraction efficiency shall be 95% when operated at design specifications and be documented as such by an independent testing laboratory. Grease extraction shall be accomplished without the use of filters, cartridges. (d) Ventilator to operate at air quantities as shown on plans. Fire damper to be thermostatically activated. Upon activation at 280° Fahrenheit, the damper shall close in the direction of airflow. Fire damper control box to be equipped with a microswitch. Microswitch to be wired to the magnetic exhaust fan starter. Upon damper closure, microswitch to cause exhaust fan shut-down. Damper to be manually re-settable via a damper control arm attached to the damper control box. Fusible link type activation shall not be employed. (e) Activation of the fire damper shall turn off the exhaust fan and turn on the internal water spray. (f) Ventilator to be constructed of all stainless steel, 18 gauge, type 304, #4 finish, all welded, grease and water tight. No sheet metal, except as described above, shall be utilized in ventilator construction. Width of grease extraction chamber of ventilator shall not exceed six inches (6") (g) Centrifugal grease extraction to be accomplished without the use of filters, cartridges, moving parts, removable parts, or constant running water. All baffles to be permanently fixed in place within the grease extraction chamber so as to be non-removable. (h) Ventilator shall be equipped with full-length non-gasketed hinged access doors located on the front of the ventilator and be supplied with hand latches to lock into the closed position. There shall be no removable screws and/or panels in order to gain access to the ventilator interior, for inspection, cleaning service, or any other purpose. (i) Ventilator shall have a main grease collecting gutter at the bottom of the grease extraction chamber and shall be sloped to drain. ZARALBAN & ASSOCIATES, INC. Food Facilities Planners&Consultants Albert J. Zaralban, F.C.S.I. -Joanne M. Schiavone April 26, 2000 Ms. Traci Milikowski Kaestle Boos Associates, Inc. 416 Slater Road P.O. Box 2590 New Britain, Connecticut 06050-2590 Re: Northampton Food Lab Dear Ms. Milikowski: The following is to be issued as an Addendum or ASI along with the supplementary drawings attached; ITEM NO. 6 - ONE (1) SIX BURNER GRIDDLE RANGE WITH OVENS Change to read; ITEM NO. 6 - ONE (1) SIX BURNER RANGE WITH OVEN (a) Unit to measure approximately 36" wide x 38-1/4" deep x 37" high to working surface, including 6" high stainless steel legs and feet. (b) Unit to be a heavy duty electrically operated range with standard oven base. (c) Top of unit to have six (6) burners. (d) Unit to have standard oven base with porcelain on steel oven lining. Oven to be thermostatically controlled. (e) Unit to be furnished in standard finish with two (2) oven racks, and a single deck high shelf. (f) Unit to be NSF approved and U.L. design certified (g) Unit to be Model No. VR-4 as manufactured by "Vulcan" or approved equal as manufactured by "Hobart" or "Garland" . ITEM NO. 7 - ONE (1) DOUBLE DECK CONVECTION OVEN Change to read; ITEM NO. 7 - ONE (1) SINGLE DECK HALF-SIZE CONVECTION OVEN (a) Unit to measure approximately 30" wide x 28" deep x 30" high positioned on top of a 34" high stainless steel frame with legs adjustable bullet feet and nine position rack storage assembly. (b) Unit to be a heavy duty electric fired furnished in standard exterior finish. 4250 Veterans Highway,Suite 1040,Holbrook,NY 11741-(631)630-3456-FAX(631)630-3459-E-Mail:Zaralban@ix.netcom.com PROPOSAL REQUEST 4AP '? PROJECT: ADDITION&RENOVATIONS Proposal Request#06 ,;; NORTHAMPTON HIGH SCHOOL Northampton, MA Date: April 27, 2000 KB #96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON l' Anthony Patillo Memorial Hall,240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre Brett Jacobus Brian Duggan X vZHS GENERAL Purcell Associates CONTRACTOR: AQITADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road X Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr. Robert Aquadro IEG Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: Revisions to Food Lab 0503 See attached partial Specification and sketches for revisions to equipment and layout for Food Lab 0503. Attachments: Partial Specification 11400, SKFS1.01 through 1.04 Y ISSUED: BY Architect: Traci H.Mikowski,RA,Associate KAESTLE BOOS ASSOCIATES,INC. ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 •fir'K '1 '—UU 1viia _ - rive l au il .. 04/12/2003 19:21 609-858-4571 EMSL CHEMISTRY PAGE 02/03 ML AfialifiCal 3 Cooper sic,wallmom mi"le1 Attn: JOHN PILLM CuMorm?IQ IE050 Intems6onai Engineering Group Cu3tomer P� 29 We&t Wuntian Sirwt Received: OW2410010:00AM Worcester,MA 01606 Fax: 508-853.7729 Phw6,. 508-8536754 EMSL Order. 010003300 EMSL Project ID: 1M.001 KS Nort'►ampton Gent Srr Wk Leurgrrion M001 Lab A4r 0001 Tsrc �` AtethoJ P'rtreinao Concsarratloh v+wrs Nvaa TCLP Metals-Arsenio,TCLP 60108 Arsenic <1.00 TCLP Metals-Badurn,TCLP 60108 sedum <0.400 ffWL TCLP Metals-Cadmium,TCLP 60108 Cadmium <0.040 mgVL t TCLP Msl to phtatrtium,TCLP 60100 Chromium <0.100 mg/L TPLF Metals-Lead TCLP 60106 Lead 0.404 mglL TCLP Metal%-_Mera ry,TCLP 7471A memury! <0.0020 mglL TCLP'Metals-Selenk",TCLP 60108 Se]r"nitim <0.400 mWL TCLP Metlr"lw,TCLP 60108 SiiYSt c0.100'mg/L 6 Paga Z of 3 LL .., .... !-)j IIIV11 ,_, „U 1.1 ILj 111'. 11111 111.. I-jl,'t,'L''..- 04/12/2000 19:21 609-858-4571 EMSL CHEMISTRY PAGE 03/03 MIL nat y ca 3 Cooper 8L,WeAmont,NJ$5102 Attn: JOHN PILLING Customer ID IEG59 tntornatlonal Enginmft Group Customer PO: 29 West Mour+tian Street Reoeivad 0329!0010:00 AM Worcester.MA 01W6 Fix: 508-903-7724 Phone: 500-953$754 �MSL Order: 010003366 EMSL Projed 10: 1063.001 K9 Northampton C[teasonve vercr+prfon M002 Lab ID. 0002 ruy Maud PAMMArtr Cmtear nidon VANS Nara Priority Potivtatnt Metals-Antimony,T 60108 Ardimany -,4.808 mglKg Priority Pollutant Mstals-AraeniG Yd 60106 Arsenic 71 nVY4 _� Y Pfrority Pollutant Metals-Serytllum,T 60108 Beryllium <0.962 mgll(q Priority Pollutant MCtals-Cadmium,T 60106 Cadmium 4.982 moA q _ Priority Pollutant Metal$-,Mromium, 60108 Cheofwum 10.1 n1p/Kg Pr!odty,PoMvtant M*Ws-CopMr,Tot 60108 Copper 2730 nVY4 Pilo*Pollutant Metals-lead,Total 60100 Ldh1 35.8 m91Kd Priority Pollutant Metals-Mercury,To 7471A Wrcury 0,602 mgrKy Priority Pollutant Metals-Nickel,Tots 60108 Nickel $22 ffoft Priority Pollutant Metals-Selenium,T 80108 Selenium 8.78 regll(g Priority Pollutant MetalaSllver.Total 60108 Silver -,2.40 AV% Priority Poilvtaant lvletais-Thaltlum,T $0108 ThataUr» c2.40 mglKg - Total Solids 160.1 Total So!'ds 78 .--. YVfMMM!CiW+Yw4� Vanadium,Total 60106 Vanadium 635 nvft Priority Pollutant Metals Zinc.total 60108 Zmc 81.4 nV tp page 3 of 3 Ai h`• i -ICU 1' � c• �0 t' Ash 11 'r 111E r.-.a rtv, ijUuu Ash "Pest Results 4-17-00 Page 2 If the General Contractor or the HVAC Contractor retained by the city of Northampton is not currently OSHA compliant in these various metals, and/or trained and equipped to rcmo�c this material, it may be less time consuming and more cost feasible to retain an appropriately trained environmental contractor to remove this material. IEG estimates the costs associated with thi's task to be between $5,000.00 and$10,000.00 Please contact me at 508-853-6754 if you have any questions regarding the attached information. Sincerely, Monica C. Hawes Cc: Pile�IliilU3.'A h"l'esl Results ril ;:`1 .—'III V1Ul'1 %- �� t1V1 its IEGInternational Engineering Group, Inc. Environmental& Industrial Hygiene Consulting Services 29 West Mountain Street Worcester, MA 01606 • Telephone (506) 853-6754 Fax (508) 850-7729 April 13, 2000 Ms. Traci Milikowski Kaestle Boos Associates, Inc. 416 Slater Road P.O. Box 2590 New Britain, CT 06050-2590 RE: Ash Test Results,Northampton High School,Northampton, MA Dear Ms. Milikowski: At your request, International Engineering Group, LLC, (IEG)performed sampling of the fly ash located in the boiler room stack. Attached,arc the analytical data sheets for all tests performed on the ash material. Sample #M001 was analyzed for the Priority Pollutant Metals to determine their potential for leaching into the soil and groundwater(TCLP). It was determined that the metals were below the leaching limits and therefore can be disposed of as general construction debris, which is a great cost savings to the town. Sample #M002 was collected and analyzed for Priority Pollutant Metals to determine the total levels of metals that may exist in the ash. This sample contains elevated levels of arsenic, chromium, copper, lead,nickel,selenium, vanadium,and zinc. These elevated levels are a concern when the materials are handled and may require special training to handle. Based upon the levels of the measured constituents, IEG recommends the following precautions be implemented: 1. Workers disturbing this material should wear OSHA appropriate PPE including tyvek suits, nitrile gloves, and tight fitting safety goggles and possibly respirators. 2. The employer of any workers disturbing the materials(i.e. General Contractor or HVAC Contractor)must comply with applicable OSHA standards specific to each of the metals that arc discovered. They may be required to implement a Respiratory Protection Program, a Hazard Communication Program,a Medical Surveillance Program and a Pollutant Metal Specific Compliance Program(i.e. Lead,Arscnic et al) due to the presence of the metals covered by specific OSHA Exposure Standards. 3. Workers disturbing the material should be personal air monitored during their work activities to determine personal exposure levels for the metals in question. a PROPOSAL REQUEST _.';a APR 2 6 M PROJECT: ADDITION&RENOVATIONS pro NORTHAMPTON HIGH SCHOOL Northampton, MA Date: April 24, 2000 KB# 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patllo Memorial Hall,240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre X Brett Jacobus Brian Duggan X vZHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr. Robert Aquadro X IEG Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Elm Description: Fly Ash Removal Provide a Change Order Proposal for the removal of fly ash from the existing chimney. Work to be performed by Safe Environment. Attachments: letter from IEG dated April 13, 2000 including test results ISSUED: BY Architect: Fraci H.Milikowski,RA,Associate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 BRETFUfZDo I UT L LISTED TVCM-BK TVCCB-BK TVUM-BK TVULHDW(not shown) Ceiling flange is the basic Cathedral Ceiling Bracket is Ceiling/wall mounting UL Hardware Pack for support item for all ceiling designed for angled ceiling bracket is designed to add concrete,concrete block, I installations. Mounting installations.Uses gravity to strength to both ceiling and or brick installations. hardware included. hang at the proper angle. wall installations.Set of two. Weight: lei_lbs. Dimensions Overall: Weight:41L lbs. Weight:3V%lbs. Ships UPS. -' "W x "="H Ships UPS Ships UPS. p p List Price:527 Weight:4 lbs. List Price:$42 List Price:550 Ships UPS. List Price:543 T TVAC-BK TVSTBL-BK SB SBCL Adaptable Coupler designed Adjustable Stabilizing 8 ft.Safety Belt surrounds Beltight"Ratcheted Safety for use with threaded rod Bracket prevents swaying. monitor for added stability. Belt is tightened with a installations.(Two shown). (Two shown). Weight: I lb. special wrench(wrench included with belt)to Weight: 1 lb. Weight: 1!:lbs. Ships UPS. secure the television. 8 ft. Ships UPS. Ships UPS. List Price:S35 List Price:S32 List Price:$48 Weight:1 lb. Ships UPS. List Price:S37 TVMP-BK TVMP24-BK TVMPEX-BK TVMP24EX-BK 16"Interior Mounting Plate 24"Interior Mounting Plate 16"Exterior Mounting Plate 24"Exterior Mounting Plate Dimensions Overall: Dimensions Overall: Dimensions Overall: Dimensions Overall: 18"W x 115 1e"H 26"W x 115/x"H 18"a x 11% 26"W x 115/e"H s"H � Weight:81/_lbs. Weight:13 lbs. Weight:8'h lbs. Weight:13 lbs. Ships UPS. Ships UPS. Ships UPS. Ships UPS. List Price:S55 List Price:$66 List Price:S55 List Price:$66 Mounting Plates allow for either internal(internal flanges f face in)or external(external flanges face out)installation for 16"or 24"centers. 73 ( +®, i BRETFURD® Bretford TV mounts and accessories are appropriate (( for virtually any installation situation. For help with selecting accessories, unique installations or custom 1 designs, please contact your Bretford Representative. CEILING MOUNT INSTALLATION OPTIONS I, 1 1 i TVCY35TR-BK Shown with optional ceiling pipe. TVM1 Shown with optional ceiling pipe. TVCY3 iT--BK TVM1 Ceiling-Yoke Television Mount Ceiling-Yoke Television comes with lower tray. C-UL Mount recommended for use listed.Recommended for use with 19-27"monitors. with 30-35"monitors. Dimensions Overall: Dimensions Overall: 193/4-341/2"W x 12-291/4"D 30-40"W x 26"D x 281/8-313/s"H x 163/8-281/4"H Weight:55 lbs. Weight:27 lbs. Ships UPS,ready to assemble. Ships UPS,ready to assemble. List Price:5239 List Price:$294 TVCY35TR-BK Same as above and includes a lower tray and VCR bracket. C-UL listed. ,4 Weight:63 lbs. List Price:5336 F; TELEVISION MOUNTS CEILING MOUNTS YOKE STYLE Bretford ceiling-yoke television mounts are available in four monitor size ranges: 13", 19-20", 25-27" and 30-35" diagonal. All are height and width adjustable to fit perfectly around monitor cabinets. Each ceiling-yoke style mount features 0-10° tilt and adjustable positioning in a 360° range. A stabilizer bolt helps hold monitor in place. Monitors are also secured by either a front retainer lip or retainer lip brackets on ceiling-yoke models. The TVCY models have an optional lower tray (standard on the TVCYI3T-BK,TVCY20T-BK,TVCY27T-BK, and TVCY35T-BK) and an optional VCR bracket which rests below the unit. VCR brackets feature an anti-theft device (use is optional) and 180° swivel independent of the mount. Mounting accessories are sold separately. Many of Bretford's mounts and accessories have been safety tested and are C-UL listed as indicated below and on pages 72-73. a i TVCY20T-BK Shown with optional ceiling pipe. TVCY27rR-BK Shown with optional ceiling pi TV CY 13T-BK TVCY20-BK TVCY2 7-BK Ceiling-Yoke Television Ceiling-Yoke Television Ceiling-Yoke Television Mount comes with a tray. Mount is recommended for Mount is recommended for C-UL listed.Recommended use with 19-20"monitors. use with 25-27"monitors. for use with 13"monitors. Dimensions Overall: Dimensions Overall: Dimensions Overall: 183/e-241/2"W x 181/s-215/s"H 243/8-301/2"W x 225/s-261/s"H 14-2110-"W x 11"D x 14-20"H Weight.151 12 lbs. Weigh, 17 lbs. Weight.18 lbs. Ships UPS,ready to assemble. Ships UPS,ready to assemble. 1 Ships UPS,ready to assemble. List Price:S155 ist Price:5159 List Price:5179 TVCY20T-BK TVCY27T BK Same as above and includes a Same as above and includes a lower tray. 18"D. C-UL listed. lower tray. 18"D.C-UL listed. Weight:29 lbs. Weight:31 lbs. List Price:5215 List Price:5227 TVCY20TR-BK TVCY2i'TR-BK 0 Same as above and includes a Same as above and includes a lower trav and VCR bracket. lower tray and VCR bracket. 18"D.C-UL listed. 18"D.C-UL listed. { Weight.37 lbs. Weight 39 lbs. List Price:5312 List Price:S324 62 n >< G) jH C --- Y11uUNT IFjIZAr(,�-4�' TV __ ---- EN RA C�OOR iD TV TY . -- - — ® - - - -- 41 - — - - --- -- Q0 sO n i 0 OO o E� 19 A} . t . A IG 8-.D - 1 � y i i i 1•- # hiss yss s gyi4 P n 0 81 Q; : O 8.05 i ❑ - -- - ; t,, Qe D - T 5 RE N O ® ?IM S. O G NT R TEL C - - --- C 1 ii 4 � _ A-A „n a - - N �p _------.. {-.. -• -- -- --- -- - -- -- -- -- EST.- T- 1-4 Cl 2 1 2 C7 n OTYP. C-1EY _CU{I _ Oe e J. _. U �_ f 1 9,_4 IX - 0 ! U O _. _ V y • Lr�l 1 _0 . 00 U �a� I �n� O U ® O 0 5 ® MA H. A .0 SS-A 1 -- 13 :• U U O - co) - OP�N OPEN W M S' H.C.T. ME S' H. ABOVE ABOVE ® 1 0 ELEV. FRI i F LE -4 ' -4" -4° C RRI OR ® � — - - OPEN T ABOVE O O C- - U - _ o a STAIR Al , - I C-1 (-11 ---- R : .... .. . : ... .. . : ... .. . • ... .. . : 13 - OPEN V�STIBULEJ. TO C-2 TICKETS O 10 ` TOE -21 1 Egi La u c> c /"\ /x\ x jff 0- -- -- --- dA Z� �Ix -$ — -- \ -- f PI O Q U CO) (0) @ << O O © O O CJ O O C� O C T%x . , . , \ , r\ I \ , x x x x x x / I I I � I / PROPOSAL REQUEST ' '}. ... � _.. PROJECT: ADDITION & RENOVATIONS Prop eq AM f NORTHAMPTON HIGH SCHOOL Northampton,MA Date:.Apr V2004' KB # 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre Brett Jacobus Brian Duggan X vZHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI X Edvance Tech. P.O. Box 656,Texas Road Zaralban& Associates Northampton,MA 01061 Hawley Associates Attn: Mr. Robert Aquadro IEG Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: Ceiling Yoke Television Brackets Provide ceiling yoke television mounts, each with a safety belt, as shown on attached sketches. Provide fixed platforms at three monitor locations in the Media Center. Substitute board fire protection product in lieu of plywood shown in original details. Note: Monitors are included in the Technology package. Attachments: ISSUED: BY Architect: Traci H.Nhlik wski,RA,Associate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel.(860)229-0361 Fax (860)229-5303 BULLETIN#46 for the Northampton High School Issued by: 380 Elm Street Northampton, MA 01060 van Zelm Heywood &Shadford, Inc. vZH&S#96318.00 Mechanical and Electrical Engineers 29 South Main St., -Town Center March 16, 2000 West Hartford, CT 06107-2420 Please submit detailed change order proposal(s)for the changes as described below, itemized to show extra costs and/or credit amounts and the net adjustment to the contract. Where requested, submit separate change order pricing. THIS IS NOT A CHANGE ORDER, NOR A DIRECTIVE TO PROCEED WITH THE FOLLOWING WORK. ITEM DESCRIPTION 1. The Automatic Temperature Control System Installer shall PROVIDE additional control points including all control wiring, control devices, programming and computer graphics for the following: A. Binary output to control Concession Building site lighting programmed on/off control. For new control wiring, utilize the 2" PVC telephone conduit provided by the Electrical Installer shown originating in Lower Level Area B on Drawing E1.18 and shown terminating in Electric Service Room G103 at Concession Building on Drawing E1.39_ B. Analog input for recording cubic feet per hour of natural gas consumption_ Baystate Gas Company will provide interface to gas meter for the DDC Control system including final connection to gas meter. See Drawing M3.01 for gas meter location. Reason for modifications: As requested by the Owner. 6�m�' Ernest M. Domingue, P.E. Senior Mechanical Engineer cc: T. Milikowski- KBA W_ Donald-vZH&S a-�,s.oa�ea�„�se,wva f PROPOSAL REQUEST PROJECT: ADDITION& RENOVATIONS Proposal Request#063 NORTHAMPTON HIGH SCHOOL Northampton, MA Date: March 20, 2000 KB # 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON �,. :I Memorial Hall,240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre X Brett Jacobus Brian Duggan X vZHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban& Associates Northampton, MA 01061 Hawley Associates Attn: Mr. Robert Aquadro IEG Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. to Description: Revision to Control Wiring See attached Bulletin No. 46 for additional control wiring to the Concession Building site lighting. Attachments: Bulletin No. 46 ""'• ti .;acv u, ISSUED: BY Architect: Traci H.Milikowski, , ssociate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST WR 2 1 2000 PROJECT: ADDITION& RENOVATIONS Prop sa NORTHAMPTON HIGH SCHOOL Northampton, MA Date: March 20, 2000 KB # 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON Antitony Patillo Memorial Hall,240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre X Brett Jacobus Brian Duggan vZHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656,Texas Road Zaralban& Associates Northampton, MA 01061 Hawley Associates Attn: Mr. Robert Aquadro IEG Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: Existing Metal Wall Panel Investigation Provide a quote,prior to commencing work,for the removal of one exterior metal wall panel at Fitness 0326,Lower Level Area C. Remove one panel in its entirety adjacent to door 0326C to determine the condition of the concealed cavity and the cause for deterioration of the existing metal flashing. Review condition with Architect and Project Representative in order to determine a corrective method. Attachments: ISSUED: BY Architect: Traci H.Milikowski, ,Associate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST MpR 2 0 2000 n.r DEPT OF Slli ± C:a ��SPrrri ;y PROJECT: ADDITION& RENOVATIONS Pro al;,l gggst# NORTHAMPTON HIGH SCHOOL Northampton, MA Date: March 16, 2000 KB # 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON >",_< "ny.PaUllo, Memorial Hall, 240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre X Brett Jacobus Brian Duggan vZHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban&Associates Northampton, MA 01061 Hawley Associates Attn: Mr. Robert Aquadro IEG P Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. R 5.. Description: Window Replacement Prepare a Change Order Proposal for the replacement of six exterior windows shown on Exterior Elevation A4.04 as "existing to remain". Replace with specified window,fixed frame. Attachments: .s ISSUED: BY Architect: Traci H. Milikowski,RA,Associate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST PROJECT: ADDITION & RENOVATIONS Proposal Request#60 NORTHAMPTON HIGH SCHOOL Northampton. MA Date: March 6. 2000 KB #96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre X Brett Jacobus Brian Duggan vZHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656. Texas Road Zaralban & Associates Northampton. MA 01061 Hawley Associates Attn: Mr. Robert Aquadro X IEG INS, ON r 3 Will Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. P THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: Repair Windows, North Elevation of Existing 1940 Building Prepare a Change Order Proposal for repair of existing steel window frames at the north elevation of the 1940 building: Remove existing exterior caulk between masonry and steel frame and aluminum window and steel frame. Confirm with Abatement Consultant if caulk is an Asbestos Containing Material. Clean frame and recaulk. Remove existing interior caulk between wall and steel frame. Clean steel frame of rust and corrosion. Repair as required and repaint entire frame to match existing color. Recaulk perimeter of frame. Attachments: ISSUED: BY Architect: Traci H.Milikowski, Associate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 lit) PROPOSAL REQUEST IMR ( 2Q011 Cr"; PROJECT: ADDITION& RENOVATIONS Prop ----�-- 1 NORTHAMPTON HIGH SCHOOL Northampton, MA Date: March 5, 2000 KB # 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre X Brett Jacobus Brian Duggan vZHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban & Associates Northampton, MA 01061 Hawley Associates Attn: Mr. Robert Aquadro IEG Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. s THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. � 4, ' 1 +3,� Description: Clean North Elevation of Existing 1940 Building Prepare a Change Order Proposal for cleaning the entire north elevation of the 1940 building. Terminate at the new addition, Area B. Provide, for approval, submittal of cleaning materials and method to be used as previously discussed with Project Representative, Mr. William Letendre. Note: This work does not include recaulking and repair of existing windows in this area. Attachments: w � ISSUED: BY Architect: Traci H.Milikowski,RA,Associi5e KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel.(860)229-0361 Fax (860) 229-5303 Bulletin 330-1C HAMPDEN SERVICE OUTLETS CATALOG SINGLE FACE DOUBLE FACE HR-2 MHR 5ENHB-3 N H FACE HB 5DUPLEX CUTOUT DIMENSIONS y Type: II SP1 S-A SP1 D-A ! 1 Dimensions: SP1S-R2* SP1D-R2 2 i . ! FROM BULLETIN W: 2-7/8" SP1 S-R5 SP1 D-R5 2 335 H: 4-7/8" +--+ � D: 4-3/81 SP1S-B3 SP1 2 FIGURE 7 ISP1S 65 SP1D-B5 2 I-- "j ,SP2SA SP2D-A i �i�-- --- 2 Type. s 2P AR2* sP2D-AR2 2 1 FROM BULLETIN I - Dimensions: �SP2S AR5 SP2D AR 335 W: 4-11/16" Q , 5 2 _ 1� H: 4-7/8" N SP2S-AB3 SP2D-AB3 y �— — 2—� I--1 1 FIGURE 7—= i' D: 4-3/8" Lu iSP2S-AB5 SP2D-AB5 2 i 1 W CL SP3S-A SP3D-A 3 Type: I SP3S-AR2* SP3D-AR2 4 j 1 FROM BULLETIN a SP3S-AR5 SP3D-AR5 4 1 335 Dimensions: — — --- a . W: 6 1/2" SP3S-AB3 SP3D-AB3 4 1 . FIGURE 7 H: 4-7/8" D: 4 3/8" SP3S AB5 SP3D AB5 4 1 A. _-. -- ------- __--.. All pedestal units are furnished with stainless steel housings. Other finishes available at extra cost. IBM Type: R1S-A R1D-A2 R1S-R2* R1D=R2 2 FROM BULLETIN E� Dimensions: - 335 „ R1S R5 R1D R5 2 W: 4-5/8 H: 2-7/8" R1S-133 R2D-63 2 -FIGURE 8 JI D: 2-13/16" R1 S-135 R2D B5 2 t/� JR2S-A R2D-A 2 Type: Lis S-AR2* jR2D-AR2 2 1 FROM BULLETIN Dimensions: S-AR5 2D-AR5 335 W: 7° S-AB3 2D-AB3 2 1 H: 4-1/4" Ne — -- FIGURE 9 Gj IR2S-AB5 R2D-AB5 2 1 D: 4-1/8" a -- ------ --------- -- --— IR3S-A R3D-A 3 Type: R3s-AR2* _R3D-AR2 4 1 FROM BULLETIN R3S-AR5 R3D-AR5 4 1 335 Dimensions: --- --- - - '�� W: 9-1/2" R3S-AB3 R3D AB3 4 1 _ FIGURE 9 H. 4 1/4" R3S-AB5 R3D-AB5 4 1 ..A D: 4-1/8" — — — — —— All plates are white phenolic black core engraving stock. Other plate material is available at extra cost. ALL TYPES ILLUSTRATED WITH HR-2S RECEPTACLES ENGINEERING CORPORATION P.O.Box 563 East Longmeadow, MA 01028 Phone: 413-525-3981 • 800-253-2133 Fax: 413-525-4741 * E-mail: sales @hampden.com HAMPDEN SERVICE OUTLETS Bulletin 330C COMPONENTS ON EACH FACE CATALOG NO. CUTOUT DIMENSIONS HR-2 HR-5 HB-3 HB-5 DUPLEX TYPe: F1v-A z F1V-R2* 2 FROM BULLETIN Dimensions: 335 .r W: 2-3/4" Z FiV-R5 2 H: 4-1/2" c �! F1v 63 — FIGURE 1 eN RV-85 I 2 J — -- Q r .-. � F2V-A 2 Type: 2 - 1 FROM BULLETIN t at a9 W F2V_AR2* L—�— a Dimensions:4 9/16" y �--rte— 335 I� F2V-AR5 2 _ 1 H. 4-1/2" N F2V-AB3 2 1 FIGURE 2 ® D: 2-3/4" J —� --� -- F— F2V AB5 2 1 - _. _ m -- .Type_ �2 F3V A 3 _ 1 F3V-AR2* a _ _1 FROM BULLETIN Qh,, Dimensions:/ F3V-AR5 4 1 335 H: 4 1/2" F3V-AB3 4 �1 FIGURE 3 D: 2 3/4" F3V-AB5 4 1 l F1H-A 1 Type: Z F1H-R2* 2 FROM BULLETIN Dimensions: Z F1H-R5 2 335 0"K. W: 4-1/2" c FIGURE 4 +� F1H 63 H: 2-3/4" 2 D: 2-3/4" J F1H-B5 2 --- = 1=— ----- Q F2H-A —� 2 T N F2H-AR2* 2 1 FROM BULLETIN Dimensions: o F2H AR5 2 —�— 1 335 Dimensions:si _ _W ® � F2H-AB3 2 1 FIGURE 5 H: 2-3/4" — .,.., D: 2-3/4" F2H-AB5 2 1 F3H A — — --I--3-- _------- — F3H-AR2* 4 ( 1 FROM BULLETIN e: _ - --- 335 Dimensions: F3H AR5 W: 13" W F3H-AB3 4 1 FIGURE 6 H: 2-3/4 a — W... .. , F3H-AB5 1 4 1 -- All plates are white phenolic black core engraving stock. Other plate material is available at extra cost. * ALL TYPES ILLUSTRATED WITH HR-2S RECEPTACLES l�P1t_ ENGINEERING CORPORATION P.O.Box 563 East Longmeadow, MA 01028 Phone: 413-525-3981 • 800-253-2133 Fax: 413-525-4741 • E-mail: sales @hampden.com 091798 HAMPDEN CORDLESS AREA CONTROL PANEL Hampden HST-200 Cordless Area Control Panels Bulletin 320-100 Ordering Information Hampden CORDLESS Area Control Panel MODEL HST-200-:3!�. ZS- .S Digits 39-00: refers to the number of branch circuits Digits 00-18: refers to the number of fixed 120V.AC circuits Letter: S = surface mounting; F = flush mounting 1 1.2" l Examples: 8"OPENING. HST 200-39-18-S specifies a Hampden Cordless Area Control Panel as described 31;2 having: 4 OPENING ►I I,- • 39- linear switches corresponding yr 1112" Section AA(Footprint) to 39 variable voltage branch circuits. f-13-—►I • 18- 120 VAC 15A circuit breakers, corresponding to 18 fixed AC branch ! 77" 39" SURFACE MTD. circuit locations. (Also available with '`—'3..� Ground Fault Circuit Breakers.) • Surface mounting. NOTE:The above MODEL numbers refer —, to the number of branch circuits normally accommodated in a single panel. Auxiliary ircuit panels may be added if . rY Y required. Consult Hampden for further _ information. Flush models are available by adding a , trim assembly to any surface case. Vv W li 'IV t:; :1 VV VV Guarantee x 6D•• e°" Hampden CORDLESS Area Control Panels p' 0.are g u ara nteed against electrical nd __...._. ._.__.._..__._.._......._.._'�! ^.._'......li ... mechanical defects for a period of one " year from date of acceptance. U All Hampden equipment available for -- operation on any voltage or frequency. a a��.Na A B Section Be Section Be Front View (Side Viewl (Side View-Flush Mountedl ° ENGINEERING CORPORATION P.O.Box 563 East Longmeadow, MA 01028 Phone: 413-525-3981 ° 800-253-2133 050499 Fax: 413-525-4741 * E-mail: sales @hampden.com SUGGESTED EQUIPMENT PROPOSAL HAMPDEN ENGINEERING CORPORATION EAST LONGMEADOW, MASSACHUSETTS for Northampton High School Northampton, MA PHYSICS ITEM QTY DESCRIPTION 1 1 HSP-1 Hampden Cordless Variable Voltage Supply and Distribution Panel, MODEL HST-200-2M-S-X-GFI SCY/9 2 13 HBT-473A-TCX Hampden Combination Flush Furniture Mounted AC-DC Power Supply with trim case and service outlet 3 52 Hampden Extension Cords for above CHEMISTRY (2 - Labs) 1 26 Hampden Model FjH-AR2 Service Outlets 2 52 Hampden Extension Cords for above &VVLI(2� ENGINEERING CORPORATION MANUFACTURERS OF EQUIPMENT FOR EDUCATION AND INDUSTRY P.O.Box 563,East Longmeadow,MA 01028• (413) 525-3981• (800)253-2133•Fax: (413) 525-4741 NORTHAMPTON HIGH SCHOOLVP 102199 BULLETIN #: 28 Northampton High School November 1, 1999 Page 2 ITEM DESCRIPTION 2. REVISE circuit arrangement for the 20amp, 120 volt receptacles at each work station so that the outlets are on dedicated circuits (two outlets per circuit). Provide (3) additional circuits in each room, connect to workstation outlets and extend to spare 20amp, 1 p circuit breakers in panel "LP2E1". Reason for Modification: Request from Science Department for additional equipment prices. Raymond L. Glidden Engineer cc: Bill Donald -vZH&S RA96318.00\.Specs\bu1128.wpd BULLETIN #28 for the Northampton High School Issued by: 380 Elm Street Northampton, MA 01060 van Zelm Heywood & Shadford, Inc. vZH&S #96318.00 Mechanical and Electrical Engineers 29 South Main St., -Town Center West Hartford, CT 06107-2420 November 1, 1999 Please submit detailed change order proposal(s)for the changes as described below, itemized to show extra costs and/or credit amounts and the net adjustment to the contract. Where requested, submit separate change order pricing. THIS IS NOT A CHANGE ORDER, NOR A DIRECTIVE TO PROCEED WITH THE FOLLOWING WORK. ITEM DESCRIPTION 1. On drawing P1.13, SECOND LEVEL PLUMBING PLAN AREA D, make the following revisions: A. DELETE (3) type " X2" sinks and associated piping at west wall of IPS Room 2410. 2. On drawing E1.31, SECOND LEVEL ELECTRICAL POWER/SIGNAL PLAN AREA E make the following revisions: A. In Biology 2506, Biology 2511 and Biology 2512, REPLACE duplex ground fault receptacles at face of sink counters with double duplex ground fault receptacles. New receptacles may remain on existing circuits as shown. (Typical for 20 receptacles). B. In Physics 2514: 1. REPLACE existing relocated AC/DC power supply panel with a new Hampden Engineering #HST-200-3918-S-X-GFI power supply. 2. PROVIDE a Hampden Engineering #HBT-473-TCX flush furniture mount AC/DC power supply at each of(12)workstations and at the observation station. 3. PROVIDE (104) Hampden Engineering DC power supply extension cords. C. In Chemistry 2503, and Chemistry 2505: 1. PROVIDE at each of(6) work stations and at observer's station, a DC outlet panel, Hampden Engineering#FIH-AR2. Connect DC outlet panels to new AC/DC power supply in Physics 2514 for DC service. c � t PROPOSAL REQUEST PROJECT: ADDITION&RENOVATIONS Proposal Request# 58 NORTHAMPTON HIGH SCHOOL Northampton,MA Date:November 3, 1999 KB#96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall,240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre Brett Jacobus Brian Duggan X vZHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr. Robert Aquadro IEG Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. w � gY I Description: Revisions to Science Labs Refer to attached Bulletin No. 28 for electrical revisions to Science Labs noted, Second Level Area E. In IPS Room 2410, Second Level Area D, delete 3 sinks. Delete sinks at casework elevation 54. Provide drawer units in lieu of fixed panel at three locations. Handicapped station to remain as shown. Attachments: �3 .. ISSUED: BY Architect: Traci H.Milikowski,RA,Associate KAESTLE BOOS ASSOCIATES,INC. ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 EYJSM4- IXWCOWIML ON a "1J r,sM. �M AREA 19 re 51M.T AffA 10 • w.ro • wa. • rm ra u rw.ro iu. A � �, �• 4Z 0 0 • 5/JgA 51M. ' m ® ® 0 A1ZEA 25 ARcA 24 • AAA AREA 18 + AREA 8 • AREA 9 0 d wa. • rn.r nl •+ � AREA 24 -�- • A • �rm.ro u + ® � + b • ® ® 5M. 5 SIAt 11P OH.I • + + 2 11 -s M �� ® AREA 4 � M .� .. 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N Maw a.F.vsc xw �v ALL vhoner (413) 536-1624 , r�Ne Faw (413) 533-2560 10/11/99 L 990061.8 .o. 1 PROPOSAL REQUEST PROJECT: ADDITION & RENOVATIONS Proposal Request#57Rev NORTHAMPTON HIGH SCHOOL Northampton, MA Date: October 20, 1999 KB # 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON Memorial Hall, 240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre Brett Jacobus Fire Chief Brian Duggan X vZHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656. Texas Road Zaralban & Associates Northampton. MA 01061 Hawley Associates Attn: Mr. Robert Aquadro IEG y Please submit an itemized quotation for changes in the Contract Sum and.'or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. r a a a Description: Revision to Roof Insulation Thickness Reference for areas: Roof shop drawing submission—Drawings "A"and `B". • Areas 2, 3, 6, 8, 9, 11 — 18, 20, and 23: Substitute 2" rigid insulation in lieu of 3" specified. Install over 1 'h" rigid insulation as specified. • Area 8: Delete `/z"Dens Deck. • Areas 1,4, 5, 7, 10, 19,21,22,24—28: Delete 1" rigid insulation base sheet at. • Area 17: Field verify fascia condition. Revise insulation thickness to fit existing conditions. • Area 19: Revise pitch to 1/8"per ft in lieu of 1/4" detailed. Attachments: -: ISSUED: BY Architect: Traci H. Milikowski, ssociate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 t a, PROPOSAL REQUEST PROJECT: ADDITION &RENOVATIONS Proposal Request#57 NORTHAMPTON RIIGH SCHOOL Date: October 15, 1999 Northampton,MA KB #96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre Brett Jacobus Fire Chief Brian Duggan X vZHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O.Box 656,Texas Road Zaralban & Associates Northampton,MA 01061 Hawley Associates Attn: Mr.Robert Aquadro IEG Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN T', .a.. ...... _'w,nL.w...,. :..:.......z...3"�8rc.,wb..sa1"as..._30' �VY1.,4. a..,.,..,a..us__�a...,,.... .«_. .• _ .. - � Description: Revision to Roof Insulation Thickness ' Substitute 2" rigid insulation in lieu of 3" specified. Installover 1 ''/2" rigid insulation. Areas include 1, 3, 4, 6, and 7 as shown on Roof Key Plan, Drawing A10.01. Reference drawings "A"and "B"from shop drawing submission. Revised areas include 2, 3, 6, 8, 9, 11 - 18, 20, and 23. ' Delete 1/2"Dens Deck as shown for Area 3. (Area 8 on shop drawing "A') Note: Areas with tapered insulation revised in shop drawings: tapered insulation over 2"rigid over 1"rigid. Attachments: 71 Vf t ISSUED: BY rc itect: racy . i i ows ki,RA,Associate KAESTLE BOOS ASSOCIATES,INC. ARCHITECTS 416 Slater Road,New Britain, Connecticut 06050 Tel. (860)229-0361 Fax (860) 229-5303 s C 4 5" 6.50 _ 15" LU 4.25" V. 75" — 1 3.4"-- — 1.25" IT-5" J THE HIGH CAPACiTY 'NFIL-1-FATOR N'0 Scale n SPfUfICADONS: SxriYCFvRrI ' � I��iliial?lOR I�F � � SIZE 3' +1F L z WEIGHT 271bs- ' D n — STORAGE 8.8 tN(66 vol.) ICS n n 7 APPENDIX D. SINGLE LAYER (H—IO LOAO RATING) INFILTRATORS FILTER FABRIC s s 12" •d 4 • 15" MIN. �� \// / M SUITABLE BASE GRAVE CR CRUSHED STONk v PAVEMENT r _114 F!U F AMFtS ,. F;s�T"cR FA€IRIC ,° a , d , • .. O a �a-0 + A AI b . .° ' COMPACM3 FILL , .a MtN. } ' 15" J" MIN. \ — SUITABLE BASE GRAVEL OR CRUSHED STONE ��i b5 yy bb:SbAM PURCELL ASSOCIATES P,2 I I I A I I ; 1 30'x4' FRENCHDRAIN USE INFILTRATOR \ 1 DRYWELL SYSTEM (OP, ((t�) APPROVED EQUAL) ` JD ---' -•--^ .,.�.•• —,...._...__..._....�—.._-.__.,...._..._.,lti 1 \ � � ilk 3 x ADJ,)f i l0N S AND 19 NOVATIONc TO TO DRAWING o n � csuLri NQ 5M61NEEA4 �, � � Q 2 J-p ci, '!CALF; ASSOC:IATFS NO HAMPTON, MASSkACH SETTS Cenn«lk d nee__ DATE SHEET c�e>533—Bi I 10/01/99 PROPOSED INFILTRATOR kcRK w JMM SKC-7 i r DRYWELL SYSTEM LOCATION wos Pt! CELL 90 National Drive ASSOCIATES FAX Glastonbury,CT 06033-1212 Phone:860-633-8341 Fax: 860-633-1068 SPEED Lamm TRANSMITTAL ORIGINAL IN MAIL TO Dick Webb FRam; John McAvoy FAM 860/229-5303 PAGESA I PHONE: 860/229-0361 DATE' 110/05/99 PRoiEcr. No-zdimrpwri 11.41gh Schoo t #na ?.:I* 97-364 RE.t Propos;td Z URCENT C] 37073 17 Dick- Sketch SKC-7 is hereby submitted as a possible solution to a potential drainage issue behind the Detention Basin berm, adjacent to Drainage Manhole#9, Calculations show that the proposed frenchdrain has the potential capacity of 45 cubic feet or approximately 330 gallons of water, not including percolation to the surrounding soils. Without additional survey showing the limits of the watershed area as well as additional geotechnical data, it is not possible to calculate the precise effect the frenchdrain will have on draining the area. We are confident however, that the frenchdrain will handle most normal storm events, If you have any questions regarding this sketch, please do not hesitate to call me. Sincerely, Pwrx-ll Associates John McAvoy, PE PROPOSAL REQUEST s U F SU SPECT� NS PROJECT: ADDITIONS & RENOVATIONS Pro os 4A 01060 NORTHAMPTON HIGH SCHOOL Northampton, MA Date: October 5, 1999 KB 9 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON Memorial Hall, 240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre Brett Jacobus Fire Chief Brian Duggan vZHS GENERAL X Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban & Associates Northampton, MA 01061 Hawley Associates Attn: Mr. Robert Aquadro IEG Please submit an itemized quotation for changes n the Contract Sum and or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS PTOT r\ C'rtAi(GE ORDE:IR LNOR�A DiRECT'ION TO ?.T.00E'LTD WITH THE WORK DESCRIBED H RELN. I N 1)eSCrjpt40-t: _Proposed F renchdrain Install proposed frenchdrain in the area of the Detention Basin as detailed on attached sketches. Attachments: 5 � e ,, a. ." ,�.ti, ISSUED: BY — � r ,Arc itect: Traci t '7a�s , � ;- K_A ESTILE BOOS ASSOCIATES,INC. ARCHITECTS 416 Slater Road,New Britain, Connecticut 06050 Tel. (860)229-0361 Fax (860) 229-5303 E PROPOSAL REQUEST v SEP { 3M9 DEPT OF 81'jl ")� t l`ET�CT;0!j (, PROJECT: ADDITIONS &RENOVATIONS NORTHAMPTON HIGH SCHOOL Northampton,MA Date: September 10, 1999 KB#96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre Brett Jacobus Fire Chief Brian Duggan vZHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban & Associates Northampton, MA 01061 Hawley Associates Attn: Mr. Rick Aquadro IEG FQ Aga Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. L 6' a .,...ix ,.,, ., .,ate._, Description: Removal and replacement of existing caulking Provide unit price for the removal and replacement of existing caulking at brick expansion joints. Also, provide estimate of quantity that has failed and requires replacement. Note: Caulking tested negative as an asbestos containing material. Attachments: r s % WIE ISSUED: BY Architect: Traci H. Milikowski,RA,Xs-sociate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel.(860)229-0361 Fax (860) 229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS&RENOVATIONS Proposal Request# 53 NORTHAMPTON HIGH SCHOOL Northampton, MA Date: July 2, 1999 KB # 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre X Brett Jacobus Fire Chief Brian Duggan vZHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656,Texas Road Zaralban& Associates Northampton, MA 01061 Hawley Associates Attn: Mr.Rick Aquadro X IEG Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: Removal and disposal of transite paneling Provide a unit price for the removal and disposal, per square foot, of transite paneling as an asbestos containing material Attachments: ISSUED: BY Architect: Traci H. Milikowski, , ssociate KAESTLE BOOS ASSOCIATES,INC. ARCHITECTS 416 Slater Road,New Britain, Connecticut 06050 Tel. (860)229-0361 Fax (860) 229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS &RENOVATIONS Proposal Request#52 NORTHAMPTON HIGH SCHOOL Northampton,MA Date: July 2, 1999 KB # 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre X Brett Jacobus Fire Chief Brian Duggan vZHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656,Texas Road Zaralban & Associates Northampton, MA 01061 Hawley Associates Attn: Mr. Rick Aquadro X IEG -x Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. NW & a r � ��,•... Description: Removal of existing Stage fire curtain Remove and dispose of existing fire curtain and all associated rigging at the existing Stage, as an asbestos containing material. Note: This existing fire curtain is not required for a regular stage in a fully sprinklered building. Attachments: ISSUED: BY Architect: T race H. Milikowski,RA, ssoc►ate KAESTLE BOOS ASSOCIATES,INC. ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860) 229-5303 NNW- KAESTLE BOOS ASSOCIATES,INC. ARCHITECTS June 1, 1999 Dr. Lawrence Fink John A.Kaestle emeritus Chairman, School Building Committee 96 Maynard Road Charles W.Boos Northampton,MA 01060 David W.King Re: Additions&Renovations to Mark J.Weisman Northampton High School Michael J.Blessing Northampton,MA Am"r Rustv Malik KB#96079 Michael J.McKeon Dear Dr. Fink: 'enery R. Job Meetings will be held in the Project Representative's trailer every Tuesday at 1:00 p.m. �`,risopner Boor commencing June 8, 1999. Kaestle Boos Associates, Inc. will record and distribute meeting Ricnara F.'.hero minutes. ramie L.DiPinm Very truly yours, incent R.Am,ne.n 'raci N—titilikowski Traci H. Milikowski,Associate Scott J.Mangiagii KAEi STLE BOOS ASSOCIATES,INC. Terry A.McDonaid John W.)uros THM:lk c: Joseph Misterka Frank Tudryn Diane Stone Anthony Patillo Brian Duggan CONNECTICUT Brett Jacobus 416 Slater Road Bill Letendre P.O.Box 2590 Bill Donald New Britain,CT 06050-2590 Sean Cassidy (860)229-0361 John McAvoy MASSACHUSETTS 306 Winthrop Street Suite 146 Taunton,MA 02780 (617)497-7778 Fax:(860)229-5303 E-Mail:kba @kba-architects.com Web:www.kba-architects.com PROPOSAL REQUEST 6 1 q l PROJECT: ADDITIONS & RENOVATIONS Proposal Request#51 NORTHAMPTON HIGH SCHOOL Northampton,MA Date: June 1, 1999 KB # 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre X Brett Jacobus Fire Chief Brian Duggan vZHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656,Texas Road Zaralban &Associates Northampton,MA 01061 Hawley Associates Attn: Mr. Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: Change Caissons to Pressure Injected Footings Revise drawing 51.01 to replace all drilled caissons shown with pressure injected footings (PIF's) with a minimum load capacity of 150 tons each. Number ofPIF's per column is to be determined based upon results of load testing and column loads as given in column schedule on drawing 51.19. Such pressure injected footings shall be designed and detailed in accordance with the Massachusetts State Building Code, Sixth Edition, Section 1820.4. A11PIF's installed along grid line C adjacent to the existing building shall be pre-augured to a minimum depth of 20 feet(6 thus). Attachments: ISSUED: BY Architect: Traci H.Milikowski, ssociate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 • NORTHAMPTON HIGH SCHOOL ADDITIONS AND RENOVATIONS NORTHAMPTON* MA RB #9 6 07 9 1) Include MSDS sheets for all supplies. 1. (1) full function large format dry copier equal weer,, with automatic document feeder, , automatic sorter, capable of sorting 20 copies; reduction and enlargement feature; brr±-i+ tap4-er; trays for letter portrait and landscape) , legal and ill, by 17" paper. Include cabinet stand with casters, full documentation, manuals and service agreement covering all required replacement parts, including all supplies, part and materials for the duration of the project. 1) Include MSDS sheets for all supplies, paper and materials. 2) Include all necessary supplies for operation of the copier as follows: a) (1) case (ten reams) of 201b 8-1/2" x 1111 white copy paper per trimester. b) One ream of 201b 8-1/2" x 1411 white copy paper per trimester. c) One ream of 201b 11" x 1711 white copy paper per trimester. d) Sufficient toner and other necessary supplies as required for reproduction of above paper supply. M. One combination water dispenser and refzigerator, with hot and cold spigots, including one six gallon bottle of spring water delivered every two weeks, and a continuous stock of flat bottom cups. 0K_ n. r1fia PaNtable —ape r o. (1) ten cup capacity, drip type coffee machine. P. (1) First class mercury thermometer, mounted outside the trailer adjacent to a window, in clear view from the interior. ('��C, 6. Maintain field offices in a neat and orderly condition at all times during the construction, until Substantial Completion. 7. Relocation: If necessary under the Contractor's approved Staging Plan, relocate the field offices from time to time as necessary for construction operations. 8. Each separate Subcontractor may provide a temporary field office for his own use, if desired. 11 D. Radio Communications: Provide two portable radio v manufactured by the same Manufacturer as those us 6d 1by the Contractor, equipped with belt clips, two batteries, and a battery charger; to the Owner' s Representative at the start of the Work at the site. 1. Set radio channels as follows: a. One channel allocated to the Contractor' s on-site radio system, providing participation in conversations by the Owner' s Representative. b. One channel allocated to the Owner's Representative. E. Temporary Heat: Furnish and pay for all necessary temporary heat to prevent injury to work or to material through dampness or cold. The TEMPORARY FACILITIES 01500-8 wti NORTHAMPTON HIGH SCHOOL ADDITIONS AND RENOVATIONS NORTHAMPTON, MA KB #qCA q railings to all other doors. 3 . Trailer Installation: Securely support on temporary masonry or preservative treated wood piers, set level throughout office areas, and anchor against overturning due to wind or other cause. a. Installation on trailer wheels will not be accepted. 4 . Telephone Service and moat:o : Furnish!'maintain, and pay for a complete telephone service in the field offices; by—AW.6W, with touch tone dialing service; two outside lines, each capable of hunting and sequencing; -a& ee �h inf-g—nm hands free sneaker A 4e fe ^r• .-.nilnA nrr nn '-- - - - -a. , _s- _— _ er. ____nte ,-..:- ske �t eeyds __- 1685 C T� T'o p1� Fr� °t_'{ �t �. To o roe fig 111&Ch±11tr- initial -Line-, �'LUIGt` ed and. -Qa4r1_ i"GQ4 lie i't!!�! Prov> wo additional lines for modem and fax communications, with wall jacks located as directed by Owner's +^e =ct 5. Office Equipment and Supplies: Provi office equipment and supplies for the Owner's temporary Field Office, in good condition and working order, and maintain, as follows: a. x 60" desks with plastic laminate tops, pedestal style with two-drawer letter hanging file on one side, and three- drawer pedestal on the other side, pencil drawer center, with pencil drawer and one pedestal drawer lockable, including two keys. Each desk to have secretarial return. b. (:r y e e aria fJOTL)I 4-g'/� - g`f GI 1 C. (2) folding tables, 72" long by 30" wide. OIL d. (4) metal folding chairs, with cushioned seats. e. (1) 4-drawer letter size, fire rated metal filing cabinets, with hanging frame in each drawer, lockable, each including three keys. CY- f. (1) plan review table, minimum 42" deep by 72" long, with sloped surface, raised lip at low ed e, height as directed_b Owners Representative.0 U% � >� c`tw� �5 g. _ris; L J / h. (1) ire 30" hanging plan rack unit/, cap tss ,, 12 stick capacity each. Include 12 3-knob sticks per uni waste baskets, with plastic liners. j . (1) coat rack, consisting of wall mounted panel equipped with six coat hooks, 6" spacing; and hat shelf. ( V 6(� I X-r uV ) k. (1) plain paper facsimile machine , with operating manual and service agreement, including all supplies, part and materials for the duration of the project. Include speed dial, automatic receiver, polling and relay broadcasting, and individual transaction report features. TEMPORARY FACILITIES 01500-7 PROPOSAL REQUEST PROJECT: ADDITIONS & RENOVATIONS Proposal Request#050 NORTHAMPTON HIGH SCHOOL Northampton, MA Date: May 5, 1999 KB# 96079 Copies To: X Brett Jacobus X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre Fire Chief Bryan Duggan VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr. Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description Revision to Equipment for Owner's Job Site Trailer Revise the list of equipment required for Owner's Representative's Job Trailer per the attached marked-up portion of Section 01500—Temporary Facilities. Attachments: Marked—up Specification Section 01500—7—8. e- q ISSUED: BY Architect: Traci H.Milikowski, ssociate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS& RENOVATIONS Proposal Request#043 NORTHAMPTON HIGH SCHOOL Northampton,MA Date: May 19, 1999 KB#96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre X Brett Jacobus Fire Chief Bryan Duggan VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656,Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr.Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: Use of MC Cable Use MC Cable in lieu of conduit and cable to wire electric devices. Cable must be orderly installed, neatly racked, properly supported and organized with spacings maintained between cables. Attachments: IMN ISSUED: BY Architect: Traci H.Mililiow- ski, ssociate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel.(860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS & RENOVATIONS Proposal Request#042 NORTHAMPTON HIGH SCHOOL Northampton,MA Date: May 19, 1999 KB# 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hail, 240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre X Brett Jacobus Fire Chief Bryan Duggan VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO& CERRUTI Edvance Tech. P.O.Box 656,Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr. Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: Switchgear & Panelboard Revisions Adjust AIC ratings for switchgear and panelboards to the Massachusetts Electric Code. Provide letter from the utility company specifying maximum available short circuit current AIC. Provide one spare of each type of breaker in each panel. Provide single ampere rated molded case CB's. Delete pull station from main switchboard if not required by equipment. Modify dry type transformer ratings to 150 degrees rate of rise. Attachments: ISSUED: BY Architect: Traci H.Milikowski,RA,Xs-sociate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel.(860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS & RENOVATIONS Proposal Request#041 NORTHAMPTON HIGH SCHOOL Northampton,MA Date: May 19, 1999 KB# 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall,240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre X Brett Jacobus Fire Chief Bryan Duggan X VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656,Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr. Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description:Lightning Protection Revision System Use aluminum system components in lieu of copper. Provide UL Master Label for system and include isolation from dissimilar materials where required. Attachments: ISSUED: BY Architect: Traci H.Milikowski,RA,Xs-sociate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST L#04 9 {3N PROJECT: ADDITIONS &RENOVATIONS Proposal Re NORTHAMPTON HIGH SCHOOL r Northampton,MA Date: May 1 KB #96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo' Memorial Hall,240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre X Brett Jacobus Fire Chief Bryan Duggan VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO& CERRUTI Edvance Tech. P.O. Box 656,Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr. Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: Lighting Package Provide specific details and catalog cuts for proposed revisions to lighting package. Note: All manufacturers offering "equal"products, with similar quality, durability, types and photometrics will be acceptable. Attachments: ISSUED: BY Architect: Traci H.Milikowski, Associate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel.(860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS &RENOVATIONS Proposal Request#039 NORTHAMPTON HIGH SCHOOL Northampton,MA Date: May 10, 1999 KB # 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall,240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre X Brett Jacobus Fire Chief Bryan Duggan VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr. Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. fTHIST -NOT A CHANGE ORDER NOR°A DIRECTI01�tiT0�-PROCEED WITH THEMORK'DESCRIBED HERE IN, i: Description: Revised Size of Existing Tanks to be-Removed ,Revise size of two tanks scheduledfor. removal as indicated on MDl_01 from-5,000:gallons each•to.10;.000 gallons-zach. Attachments: 0. .a'° H ISSUED: BY, Architect: Traci H.Militiowski,RA,Associate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel.(860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS &RENOVATIONS Proposal Request#038 NORTHAMPTON HIGH SCHOOL Northampton,MA Date: May 10, 1999 KB#96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre X Brett Jacobus Fire Chief Bryan Duggan X VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO& CERRUTI Edvance Tech. P.O.Box 656, Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr.Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to-the Contract Documents described herein. THIS'IS NOT A CHANGE ORDER NOR A'*DIR'ECTIONTUPRO'GEEDWITI1 THEWORK DESCRIBED HEREIN:` '''s t: ism- Description: Delete.Free Hanging Cartridge Filter.Units--(2) 3� Delete free hanging cartridge filter units (typical of two) in Project,Lab .050,7-indicated on-drawing-MI.05 and related electrical feeds shown on Drawing E1.21. Attachments: ISSUED: BY, Architect: Traci H.Milikowski, ssoctate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS &RENOVATIONS Proposal Request#037 NORTHAMPTON HIGH SCHOOL Northampton,MA Date: May 10, 1999 KB #96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre X Brett Jacobus Fire Chief Bryan Duggan X VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656,Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr.Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDERNOR!A"DIRECTION-TO PROCEED WITUTHE-WORK DESCIU ED`HERETN:{:-. r Description:Delete Dust Collection System Delete relocation of existing dust collection unit, shaker:fan=and ally associated new ductwork-and flexible:connections (Typical of 8) as indicated on Drawing M1.05 in Project Lab 0507. Delete 60A-3P and 20A-IP electrical power feeds and breakers for exterior dust collection unit and shaker fan as indicated on Drawing E1.21. Attachments: ISSUED: BY. Architect: Traci H.Milikowski, ssociate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS &RENOVATIONS Proposal Request#036 NORTHAMPTON HIGH SCHOOL Northampton,MA Date: May 10, 1999 KB # 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall,240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre X Brett Jacobus Fire Chief Bryan Duggan X VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban& Associates Northampton,MA 01061 Hawley Associates Attn: Mr. Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT'A CHANGE ORDER`NOR A DIRECTION TO-PROCEED WITH THE WORK;DESCRIBED HEREIN::'' Description: Revision to Duct Insulation Type Revise insulation type from board to blanket type on ductwork 8'-0"above finished floor and above: Attachments: ISSUED: BY Architect: Traci H. Milikowski,RA,Xs-sociate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel.(860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS &RENOVATIONS Proposal Request#035 NORTHAMPTON HIGH SCHOOL Northampton,MA Date: May 10, 1999 KB#96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre X Brett Jacobus Fire Chief Bryan Duggan X VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr.Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTIONTO'PROCEED WITH THE"WORK DESCRIBED.HEREIN. Description:Revision to Duct Insulation Thickness Change duct insulation to l"in lieu of 2"specified. Maintain 'R' Value specified. t Attachments: ISSUED: BY Architect: Traci H.Milikowski, ssociate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS & RENOVATIONS Proposal Request#034 NORTHAMPTON HIGH SCHOOL Northampton, MA Date: May 10, 1999 KB #96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall,240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre X Brett Jacobus Fire Chief Bryan Duggan X VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO& CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban&Associates Northampton, MA 01061 Hawley Associates Attn: Mr. Rick Aquadro IN Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS.NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN., Description: Pre-Insulated Pi Ref or Underground Chilled;Water Use pre-insulated pipe for underground chilled water in lieu of specified insulation. Attachments: .. r k ISSUED: BY Architect: Traci H.Milikowski, ,Associate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 PROPOSAL REOUEST i'i OF�.ait_: ,, OE ,�•a�FECTiONS NQUI PROJECT: ADDITIONS&RENOVATIONS Proposa NORTHAMPTON HIGH SCHOOL Northampton,MA Date: May 21, 1999 KB# 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall,240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre X Brett Jacobus Fire Chief Bryan Duggan X VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O.Box 656,Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr. Rick Aquadro Qii Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: Plenum Return Revisions Provide plenum returns in the areas indicated on the attached drawings. Provide separate quote for the Science Labs and Art areas (Second Floor—Area E, drawing MI.14, Third Level—Area B, drawing MI.I5). Attachments: Drawings M1.01,M 1.07,M 1.09, M1.12,M1.13,M 1.14,M1.15 and M 1.16 ISSUED: BY Architect: Traci H.Milikowski, Associate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel.(860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST 7 EPT IL PROJECT: ADDITIONS & RENOVATIONS ro _ M NORTHAPTON HIGH SCHOOL Northampton,MA Date: May 5, 1999 KB #96079 Copies To: X Brett Jacobus X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre Fire Chief Bryan Duggan VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban &Associates Northampton, MA 01061 Hawley Associates Attn: Mr. Rick Aquadro v:3--- Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: Roof 0pening at Career Center 1456 Delete demolition of existing roof structure for new opening and structural framing for new skylight as shown on drawing S1.07B. Existing opening to remain. Attachments: _z_.:V ISSUED: BY Architect: Traci H. Milikowski, ,Associate KAESTLE BOOS ASSOCIATES,INC. ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860) 229-0361 Fax (860)229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS & RENOVATIONS Proposal Request#032 NORTHAMPTON HIGH SCHOOL Northampton,MA Date: May 10, 1999 KB# 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall,240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre X Brett Jacobus Fire Chief Bryan Duggan X VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr.Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED"HEREIN., r4' Description:Revision of Air Handling Unit Construction Delete requirement for-double wall construction as indicated in Specification Section,15850,page•14,paragraph 2.15.L.. _- Attachments: �ISSUED- BY Architect: Traci H.Milikowski, ssociate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain, Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS&RENOVATIONS Proposal Request#031 NORTHAMPTON HIGH SCHOOL Northampton,MA Date: May 10, 1999 KB # 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre X Brett Jacobus Fire Chief Bryan Duggan X VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656,Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr.Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK"DESCRIBED HEREIN:°: Description:Reduce the Number of Chillers Provide two (2) packaged air cooled screw chillers in lieu of three (3) as indicated on drawings. Provide all piping, wiring, etc. as indicated for the three (3) chillers, so the additional unit may be added in the future. Provide all temporary caps, valves,junction boxes, blank covers, etc. that are required. Attachments: ISSUED: BY Architect: Traci H.Milikowski, , ssociate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS & RENOVATIONS Proposal Request#030 NORTHAMPTON HIGH SCHOOL Northampton,MA Date: May 10, 1999 KB# 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall,240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre X Brett Jacobus Fire Chief Bryan Duggan X VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO& CERRUTI Edvance Tech. P.O. Box 656,Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr.Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. .. Description:Alternate Heat Recovery Unit Manufacturer `Provide Boss Aire Heat Recovery Units in lieu of specified-manufacturer. (Provide cuts for approval.) Include any modifications to mechanical and electrical work required by this substitution in the cost. Attachments: ISSUED: BY Architect: Traci H.Milikowski, ssociate- KAESTLE BOOS ASSOCIATES,INC. ARCHITECTS 416 Slater Road,New Britain, Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS & RENOVATIONS Proposal Request#028 NORTHAMPTON HIGH SCHOOL Northampton,MA Date: May 5, 1999 KB #96079 Copies To: X Brett Jacobus X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall,240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre Fire Chief Bryan Duggan VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO& CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr. Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. �,; r. °tw'•� �aE x ':i yl , _. ; a �.' i ` � s �i. �5 4z3�+� � Fi,i!. Description: Revision to Floor Mounted Mop Sink Provide fiberglass mop sink in lieu of terrazzo (provide catalog cut for approval). Attachments: i °" ' as e k+ `** "«,- a f.. :u,a�-�.v3�.5• +� � .,��.,r.'.a�..,�s r..a ..,s.:�' .ti ,:aa�ssr;�xas,s.em>:.&r�.,W._..__ ' ISSUED: BY Architect: Traci H. Milikowski, , ssociate KAESTLE BOOS ASSOCIATES,INC. ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS &RENOVATIONS Proposal Request#027 NORTHAMPTON HIGH SCHOOL Northampton, MA Date: May 5, 1999 KB 9 96079 Copies To: X Brett Jacobus X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre Fire Chief Bryan Duggan VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban&Associates Northampton, MA 01061 Hawley Associates Attn: Mr. Rick Aquadro ��• � z�� _ -._ °� j'a �x�'_��ee'ec. :��,-��' � ..��. `, x�;'k We s�'_ - � �� ,a` .�e�ti ,;�� 4 Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description Revision to Flush Valve Type Delete electrical flush valves for all WC's and urinals. Provide standard metering type flush valves.(include catalog cut for approval). Attachments: m 1W` } '.: . _"'� k .r, bra- c.vak.. •. -c. .. v>"�::. '' .L..., "kaarA �.._..Wi. s. ;.?. ': ea;:8": � ra',,:. �u.� a;.u.,..,r.,::.,. ISSUED: BY Architect: Traci H. Milikowski, ssociate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain, Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 Northampton High School April 30, 1999 Page 5 ITEM NO. 82 - TWO (2) BOOSTER HEATERS Change to read: ITEM NO. 82 - ONE (1) BOOSTER HEATER (a) Unit to have castone lined tank and stainless steel body and base, low water cut-off and temperature/pressure relief valve with by-pass valve, temperature/pressure gauge, shock absorber and on-off switch with pilot light. (b) Unit to be rated at 54.0 KW and to provide a 70 degree rise in water temperature. Unit to be interpiped to Dishmachine, Item No. 77 in field by Plumbing Contractor. (c) Unit shall be operable at 480V/3 Phase (phasing to be balanced). (d) Unit to be Model No. C-54 as manufactured by "Hatco" or approved equal. If we can assist you further in this matter, it will be our pleasure. Very truly yours, Zaralban & Associates, Inc. Albert J. Zaralban Northampton High School April 30, 1999 Page 4 (j) Provide unit with the following standard equipment: top mounted stainless steel motor control with overload protection, NEMA 12 enclosure, door safety switch, low voltage control circuit, thermometers and vacuum breakers. All dishracks shall be furnished by Owner, and all racks must have center and side index strips. (k) Provide unit with 15.0 KW heater and 10.0 KW heater for wash and rinse tanks. Heaters to be protected by an electric low water power cut-off controller. (1) In addition, unit to also be furnished with end cowls with vent and adjustable damper controls, automatic tank fills, stainless steel front enclosure panel, rack limit switch and energy saver. (m) Unit to be operable at 480V/3 Phase electric and be prewired for single point of connection for motors and controls. (n) Unit to be Model No. CCS-86A as manufactured by "Hobart" or approved equal. ITEM NO. 75 - ONE (1) WASTE DISPOSER (a) Unit to be the same as herein specified for Item No. 46, except that cone shall be fully welded to dishtable trough. (b) In addition, a #14 gauge stainless steel flush fitting removable cover shall be fitted over cone opening. ITEM NO. 81 - ONE (1) CLEAN DISHTABLE WITH ROLLER SECTION Change to read: ITEM NO. 81 - ONE (1) CLEAN DISHTABLE (a) Unit to be size and shape as shown on plan x 30" wide x 34" high to working surface. (b) Table to be of the same general construction as herein specified for Item No. 74. In addition, a flat stainless steel undershelf shall be furnished where space allows. Northampton High School April 30, 1999 Page 3 (e) Again, where shown on plan table shall be fitted with one (1) integral 24" x 24" x 14" deep pre rinse sink. Sink shall be fitted with two (2) #16 gauge stainless steel fully perforated, full depth scrap baskets with welded handles and feet. Stainless steel angle guides shall be furnished to position racks over sink, aligning same with dishwashing machine. (f) Where dishtable passes through deposit window, table shall be raised 1" at 45 degrees and extend through width of sill and terminate in a 1/2" high marine type edge turned down 2" and returned to wall with ends welded closed. (g) At extreme ends of opening surface, top to be flanged upward 3" raw and sealed to opening in an approved workmanlike manner. (h) This Contractor shall coordinate these requirements with the General Contractor. (i) Table to be furnished with reinforcements, gussets, legs, cross-rails and stainless steel flanged bullet feet bolted to floor. ITEM NO. 74 - ONE (1) DISHMACHINE WITH SIDE LOADER Change to read: ITEM NO. 74 - ONE DISHMACHINE WITH CORNER SCRAPPER (a) Unit to be automatic conveyor rack type, three tank dishwasher with corner positioned recirculating prewash, recirculating wash and fresh water final rinse, designed for left to right-hand conveyor travel. (b) Hood to be #16 gauge type 304 #18-8 stainless steel. Hood unit to be of all welded seamless construction. Inspection doors to be die formed riding in wide interior mounted all welded channels. Tank to be constructed of#16 gauge type 304 #18-8 stainless steel. Base frame and legs to be stainless steel. All internal castings to be non-corrosive Ni412 nonferrous nickel alloy, or 304 stainless steel. Conveyor chain, track, scrap screen, brackets, wash arms and spacer panel shall be provided with unit in stainless steel. (i) Provide a functional skimmer with cleanout cap to automatically skim water surface. Provide drain valve in wash tank that is externally controlled. Overflow and drain assembly to be removable without use of tools. Northampton High School April 30, 1999 Page 2 ITEM NO. 65 - SPARE NO. Change to read: ITEM NO. 65 - TWO (2) COUNTER TOP MERCHANDISERS (a) Units to measure approximately 6'-0" long x 24" deep x 42" high. (b) Each unit shall be fitted with a bottom mounted 3/4HP condensing unit. Condensing unit shall be completely assembled with cord and plug and condensate evaporator. (c) Units to be fitted with sliding glass doors, interior lighting and four (4) adjustable epoxy coated shelves and mirrored interior. Doors shall be fitted with locks and interior shall be finished in almond color ABS. (d) Unit to be mounted on counters, Item No. 63. (e) Merchandisers to be Model No. 5272M-24 (single service) as manufactured by "Delfield" or approved equal. ITEM NO. 74 - ONE (1) SOILED DISHTABLE WITH CONVEYOR AND PRE RINSE SINK Change to read: ITEM NO. 74 - ONE (1) SOILED DISHTABLE WITH TROUGH AND PRE RINSE SINK (a) Unit to be of length as shown on plans x 30" wide x 34" high to working surface. (b) Top to be constructed of#14 gauge stainless steel having all exposed edges raised 3" rolled 1-1/2" in diameter to 180 degrees with resulting corners bull nosed. At walls, top shall be flanged upward 10" and returned 1-1/2" at 45 degrees and down 1/2" in channel shape with resulting ends welded closed. (c) Where shown on plans, top shall be fitted with an integral 6" wide scrapping trough which shall terminate and be fully welded to disposer cone, specified under Item No. 75. (d) Trough shall be fitted with hooded water gusher head, chrome plated with manual control valve and two (2) additional gusher heads mounted to trough to be interconnected by Plumbing Contractor. April 30, 1999 Mr. Michael McKeon Kaestle Boos Associates, Inc. 416 Slater Road P.O. Box 2590 New Britain, CT 06050-2590 RE: Northampton High School Northampton, Massachusetts Dear Mr. McKeon: The following may be issued as a Request For Proposal to the Contractor and should be reviewed with the attached drawings No's. RFP-1 through RFP-9; ITEM NO. 21 - TWO (2) WASTE DISPOSERS Units shall be deleted and sinks shall be fitted with 2" lever handled chrome plated waste outlets and chrome plated overflow. ITEM NO. 63 - TWO (2) REFRIGERATED DISPLAY MERCHANDISERS Change to read: ITEM NO. 63 - TWO (2) MOBILE COUNTERS (a) Each unit to measure 6'-6" long x 28-1/2" wide x 36" high, constructed to match counters, Item No's. 57 and 58. (b) Each base cabinet shall be enclosed below tray slide and ends. (c) Each unit shall be provided with a plastic laminate exterior as chosen, and further provided with a solid, stainless steel tray slide with three (3) "inverted vee" runners. (d) Tops to be cut out for and reinforced to support merchandisers, Item No. 65. (e) Unit to be Model No. 5004MOD as manufactured by "Servolift Eastern" or approved equal as manufactured by "Carter Hoffman" or "Delfield". r 3 Z I➢ 3 SCHEDULE OF FOOD SERVICE EQUIPMENT N a N0. )TY. ESCRIPTION HW CW W IW HP KW AMPS VOLTS 62 4 TRAY DISPENSERS 63 2 MOBILE COUNTERS 4 2 MILK JUICE DISPENSERS 1/3 120-10 ° 65 2 COUNTER TOP MERCHANDISERS 3/4 te.o 120-,s 66 1 CASHIER COUNTERS 2)20.0 120-10 _ ° 67 1 BUILT-IN ICE CREAM DISPENSER 1/2" 1/4 120-10 N N 68 2 CUTLERY DISPENSERS �?-\ 69 2 CASH REGISTERS/P.O.S. SYSTEMS _M, i 70 - SPARE No. ° 71 - SPARE No. ''-+ 0 72 1 CONDIMENT COUNTER W PAN SECTIONS OW o, 73 1 SOILED TRAY DROP-OFF WINDOW --i w 74 1 SOILED DISHTABLE W/ PRE—RINSE SINK & TROUGH (2) 1/2" (2) 1/2" 2" 70;u cc 1 WASTE DISPOSER 1/2" 3" 5 480-30 io 76 1 OVERSHELF oz 3/4• 15.0 21.4 0 z 77 1 DISHMACHINE W/ CORNER SCRAPPER 3/4"(180-F.) 2) 2" 11.0 480-3m �o FROM WOM 14 78 1 DETERGENT METER NIKEC 20.0 120-lo zc- 79 1 RINSE INJECTOR (NIKEC) 80 2 VERTICAL VENT DUCTS =i 81 1 CLEAN DISHTABLE r 3 4 /4OF m 82 1 BOOSTER HEATER 3 a 180 F. 3/4- 54.0 480-30 CD 0 pSRw/SMER 0 83 1 HOSE REEL ASSEMBLY 1/2" 1/2" 84 1 1 1 HAND SINK 1/2" 1/2" 1-1/2" C) 0 I m °o O A > ° ^ !7 o O z (!) m .F, �o OC C_ o o L/)-I f 0 I r�-I �-C�� - m E¢�tr1 �p_-moo � TI Z r C w u o _ °�a o 0 0 -H n o I D Yl =g(�F Z r z m .Zl ° v flfl LEE I I 3 Z I= SCHEDULE OF FOOD SERVICE EQUIPMENT NO. QTY. DESCRIPTION HW CW W IW HP KW AMPS VOLTS 13 15 REFRIGERATOR SHELVING SECTIONS 14 6 REFRIGERATOR FLOOR RACKS 15 - SPARE No. a 16 - SPARE No. _ 17 12 1 STOREROOM SHELVING SECTIONS 3 18 4 STOREROOM FLOOR RACKS �m 19 3 HAND SINKS 1/2' 1/2' 1-1/2' 3 � � d 20 2 PREPARATION TABLES W/SINK'S 1/2' 1/2' (2) 2' m� I 21 - SPARE NO. 0 1 FOOD CUTTER 1/2 208-10 oCu m 23 1 SLICER STAND Z�' ° 24 1 SLICING MACHINE 1/2 120-10 Dm m / m nD 25 2 UTILITY RACKS �o c 26 3 WORKTABLE W/DRAWERS & OVERSHELF 20.0 120-10 oz 27 1 FLOOR TROUGH W GRATING 3' cn m 28 1 60 QUART MIXING MACHINE 2 480-3m mz 29 1 MIXER PARTS RACK �Z 30 1 POT FILL FAUCET 112' 1/2' v 31 1 UNDERCOUNTER BLAST CHILLER > >s 2os-1m o r- 1 32 - SPARE No. m 33 4 COOK'S TABLE W/SINK 1/2' 1/2' 2' 20.0 120-10 0 34 1 UTENSIL RACK 35 - SPARE No. CD 0 m //� > fTl (� o I� z Z @w-N I(A om A $ n i Lon f o n =g�"Z 2 r z m o v, THIS SKETCH TO BE READ IN CONJUNCTION WITH THE CONTRACT DOCUMENTS ADaLnow ND KNOVA71010 m UK � 1 i r JmQ U r aU, W�Om �J F- _Uj w = NORTHAMPTON Ln 2 w J � zZLLJ J HIGH SCHOOL =:D _ J z ^ NORTHAMPTON. MA.. 01060 ln: J ZOIn�� H ZARALBAN & ASSOCIATES. INC. OZ w V) FWD FACIL M PLARMS L,-— 12.♦ErzlW6 Mvt.,sir. ow lv LLJ W F-7.N MaBROOK HM Yauc 11741 F-i in: sle sw-aus F-U O d-I\J \ rnz: ale aw-aae 1-1 Zm J m< O l W rJ - - � JQ kk O � M r 17 — KAESTLE BOOB ASSOCIATES NC: - -- --- o eARCHITECTS,,-, r) DRAWN BY: J.M.S. f- w DATE: 4/30/99 a „IQ 0 SCALE: 1/4"=1'-0" ~ _j ZOO W w PROJECT NO.: 96079 'gL, a3 FOOD SERVICE uj V)J° Jr EQUIPMENT In m H J 0 U)L, DETAIL a moo �� PLAN a Lnam ua REQUEST FOR PROPOSAL 'DRAAVANG NO.: —/-7 -- ------ -------- - _ v�� M. \N_HAMP\Zipped_files\RFP-7.owg Mon May 03 11: 17:40 1999 COPYRIGHT KAESTLE BOOS ASSOCIATES. INC. THIS SKETCH TO BE READ IN CONJUNCTION WITH THE CONTRACT DOCUMENTS ADM ON AND KbWAMNS TO M NORTHAMPTON HIGH SCHOOL 380 ELM ST. NORTNAYPTM hik. 01060 FRAME WORK. 3" 18 ZARALBAN 16 GAUGE S/S OVERSHELF & ASSOCIATES. INC. 76 POW DACHA=PWINUS 12W KRANS I .S 12 1101 YORII 11)11 12 GAUGE S/S CANTILEVER BRACKET 16' M 610 3b6 !N(:f116 6J0-�1Jp C- "rtlaOl+.Man.c"m 1-1/4" O.D. S/S TUBULAR POST WELDED TO EXTENDED TABLE 30" 21„ — 14 GAUGE S/S SINK & 14 74 BACKSPLASH a 2" CHROME PLATED TWIST HANDLE WASTE WITH REAR CONNECTED OVERFLOW---- M =KAESTLE BUGS S/S GUSSETS, LEGS & -.AS=ATE 1NQ ADJUSTABLE FLANGED FEET °ARCHI7ECT5 BOLTED TO FLOOR _ W/CROSS RAILS FRONT TO BACK & AT REAR DRAWN BY: J.M.S. DATE: 4/30/99 SCALE: PROJECT NO.: 96079 SECTION - H FOOD SERVICE Scale: 1/2" = 1 '-0" EQUIPMENT DETAIL PLAN REQUEST FOR PROPOSAL DRAWING NO.: - -- -------- - SKFS -6 M:\N—HAMP\zlpped—files\RFP-6.dwg Man May 03 11: 17:08 1999 COPYRIGHT KAESTLE BOOS ASSOCIATES, I Z. r 3 Z n (NO GR ESE TRAP) 1/2" H&CW +32' _- EO,480v 30,5hp,+12" 2" IW TO FD DFCDP-OFF 1/2',C .+12" a FLOOR DRAIN D !� FLOOR DRAIN T cn 2" IW TO FD n ;J 1/2" HW & ° CW +30" ! __ (TO MIXING VALVE FOR (P.C. TO INTER-PIP FROM TROUGH WASH) — DR, 20.0 AMPS cn o (MIXING VALVE BY P.C.) MIXING VALVE TO A GUSHER ,_�� 120v-1�, +62l {� j HEADS FOR TROUG WASH) =� _ �� z m 3 J _ 3/4" HW, +64" n E0, 15.OKW, 21.4A PS, 480v-30�, +63 Z= (ELECTRIC HEAT - ASH) �' 3/4" HW 180'F., +64 m FRROM BOOSTER E0, 11-DAMPS, 480 -30, +63" y FD O W —, rn D I S H WAS H (MOTORS & CONTR LS) 2" IW TO-FD Z m n (ELECTRIC HEAT - RINSE) _.� (RELIEF) � / ;FD o 3/4" HW 187F., +6" "I E.O., 54.Okw, oz C) TO DISHWASHER \�� 480v-3o. +8" c ' 1"",3/4' HW 140'F., +8" K o (278GPH 0 20PSQ TO BOOSTER z c_ _ - 0 z n crnn z -y r rn CD ° 1-112° WASTE +20" 1/2" H & CW +48" TO VALVES CD un 1/2" H&CW +24" KITCHEN LINESBTO UNIT MOUN EDOTCE84' n c CD 0 cn m TI w ANY > mogul a a U /T` I m 70 ci m n i I FSKETCH TO BE READ IN CONJUNCTION JITH THE CONTRACT DOCUMENTS —� u — AOOILLg1 AIO KEIOVAlp10 TO Tw 11 NORTHAMPTON HIGH SCHOOL 360 ELM ST. NORTHAMPTON, MA., 01060 ZARALBAN w l w & ASSOCIATES. INC. PLAWOR OO VAL'ILAUSLS MS 0 Q YO OT 42W I .—IOM IIOlBft001(NLW YORK 11]11 =Z =Z TEL(ale e]0-3196 V)O O z 1AK.la1e�wo-3wR Z� Z N E-uuu��!!! erdEnOl..Mlww.cwn 0_C) W L1J tL Z !�Z Zm DOLL, 00 tt, U OUO G 00 Y O U O N O O N Q c0 I I Q m o LL za x za x 0 of a I' v L'i 'o - Q=L-: - ziw¢ z=wa J O — ci� KAES'TLE BOOS o Assoammiria °Z= Lc" ®ARC"ITECTS j u) Q Z O=Q 1if U t1 I _j a�O o DRAWN BY: J.M.S. J LPL _ Ln Z O 0m m (/) DATE: 2/3/99 � z o cr o SCALE: 1/4"=l'-O' LL dw =LLJ O O O L`j H PROJECT NO.: 96079 Q=tn z L.I..I ? 0 FOOD SERVICE z03 x+-'dm Q o HVAQC/SPEC AL w cn CONDITIONS 0 REQUEST FOR PROPOSAL DRAWING NO.: ---- —-- - - --- -- --- -- - - -- - - _- J -4 M:\N—HAMP\zipped_files\RFP-4.dwg Mon May 03 11: 15: 16 1999 COPYRIGHT KAESTLE BOOS ASSOCIATES, INC. r THIS SKETCH TO BE READ IN CONJUNCTION WITH THE CONTRACT DOCUMENTS ADDRIOM AND 11OIOYATKM m nc .7 F TI NORTHAMPTON 0 0 HIGH SCHOOL 380 EEAI ST. NORTHAMPTON. 1U.. 01080 'o 00 01 ZARALBAN & ASSOCEATES, INC. "oli MILTES PIAN.&M - _- 4350 1ERPN6 IIYI/.,52 low NOIBAOLK,IEW YO 11]41 lEl: 516)6]0-3136 I.UL((51= 6.10-.N56 _ - w H LL- LA _ ) (_1 — �- Q _- cn r -KAESTLE BOOS ----- a ASSOCIAMINC. m m ARCHITECTS 1 - DRAWN BY: J.M.S. n DATE: 4/30/99 SCALE: 1/4"=l'-0- I— PROJECT NO.: 96079 w (D FOOD SERVICE CD Q EQUIPMENT 0 , o ARRANGEMENT w ccn PLAN 0 REQUEST FOR PROPOSAL DRAWING NO.: 5K I/�c -- -- - ---- - - ------------ - - J -3 M:\N—HAMP\zipped_files\RFP-3.dwg Mon May 03 11. 12: 18 1999 COPYRIGHT KAESTLE BOOS ASSOCIATES, INC. I THIS SKETCH TO BE READ IN CONJUNCTION WITH THE CONTRACT DOCUMENTS SERVERY ADMON AMD NEM NAnMa TO THE PASSAGE 65 r-� I SR 3/4 HP, 16.0 AMPS, (t- 120v/10, +48" NORTHAMPTON 63 HIGH SCHOOL 380 ELM ST. -- -- NORTHAMPTON, MA, 01060 SR 120v/1o,. h ] ZARALBAN 1/3hp, +36 64 & ASSOCIATES, INC. FOOD PAULAU LS PI1NN&CS 330 OOK NS YORK S 11 IOW NOIbROp1(NM YORK IIJ11 1FL 310)aw-3130 IA%: 31s uw-»39 SR 120v/1o, - 1/3hp, +36" 64 65 _- I. — J CSR :AMPS,4 HP. �_ (U �_� —KAESTLE 8006, +48" - -.ASS0aA7M1NC.E s3 m Af2C"1TECTS DRAWN BY: J.M.S. DATE: 4/30/99 62 62 SCALE: - PROJECT NO.: 96079 FOOD SERVICE EQUIPMENT ROUGH-IN a F, I_ PLAN REQUEST FOR PROPOSAL DRAWING NO.: -- - -- ------ --------- _. -- - - S -2 M:\N_HAMP\zipped_files\RFP-2.dwg Mon May 03 11: 13:50 1999 COPYRIGHT KAESTLE BOOS ASSOCIATES, INC. THIS SKETCH TO BE READ IN CONJUNCTION WITH THE CONTRACT DOCUMENTS - - - -- - - f I ADW011 AM KNOVAig1O TO M W IN DEPRESSION 9 E.O. 7.4AMPS 20v-10, +90" FOR DOOR 1 ftR LIGHTS SWITCHES PRE URE RELIEF PORTS , THERMOMETER AUDIO VISUAL ALARMS. 2 IW TO FD SR, 208v-10, NORTHAMPTON FLOOR DRAIN 1HP, 7.5AMPS, +10" HIGH SCHOOL . 36 360 ELM ST. 33 NORTHAMPTON. MA., 01060 — FIRE CONTROL CABINE FLOOR DRAIN AS ZARALBAN .SI CONTROL PANEL « & ASSOCIATES, INC. i FWD Fe(:1 Ala Pt"WIM DR,120v-1o, 26 DOLUEOW, YM 1174t TEL; 316 NO-N56 2.Okw,+10 -- - 19 E-1 a�.w -- SR,120v-1 o DR,120v-1o, 1/2HP +48° KITCHEN 2o.oAMP,+1o" FlRFF-'nFyATI( N 23 DR 120v-10 1, 20.OAMP,+16" 220:OANP,+Ob" 24 - DR,120v-1 o, 34 --- 20.OAMP,+10(20 FLOOR DRAT - -- — 20 2) 2" IWs TO - FLOOR DRAIN 2) z' Iws ro = KAES"TLE BONS FLOOR DRAIN _ FLOOR DRAIN A ' ARCHITECTS SR,120v-10, 208"_10, - 2.OkW,+10" 1/2HP, +54" DR,120v-10, DRAWN BY., J.M.S. 20.OAMP,+10" DATE: 4/30/99 :DEPRESSION 22 SCALL 1/2' H & CW,+32" 29 WASTE IN PROJECT No.: 96079 FOOD SERVICE 25 EQUIPMENT ROUGH—IN -� 30 PLAN REQUEST FOR PROPOSAL 1-1/2* WASTE +20' 480v-30, 2HP, +30" DRAWING NO.: 1/2" H & CW +24" 1/2" H & CW +54" M: \N_HAMP\zipped—files\RFP-1.dwg Mon May 03 11: 14:39 1999 COPYRIGHT KAESTLE BOGS ASSOCIATES, INC. 1 PROPOSAL REQUEST PROJECT: ADDITIONS &RENOVATIONS Proposal Request#026 NORTHAMPTON HIGH SCHOOL Northampton,MA Date: May 5, 1999 KB # 96079 Copies To: X Brett Jacobus X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre Fire Chief Bryan Duggan VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road X Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr.Rick Aquadro µ. Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. 3 Description: Food Service Equipment Revisions 1.Delete two (2)garbage disposals (as indicated in attached sketch) and related electrical and plumbing work. 2.Provide two (2) display cases with doors in Servery in lieu of open type as indicated in attached sketches and specifications. 3.Delete dish conveyor system and masonry screening wall in dishwash room and replace with dish table as indicated in attached sketches and specifications. Delete electrical power feed to conveyor system. Attachments: SKFS-1, SKFS-2, SKFS-3, SKFS-4, SKFS-5, SKFS-6, SKFS-7, SKFS-8 and SKFS-9,and revisions to Specification Section 11400. .; M °ua'� .,+.',u ?rxi'x 4' �,d �&3�, 5-a _ x _�:..., a .._ 5 ..33• a...,;.. ' � ,ry cost,»�;.. ✓A ,,s',?z � .;.. ,., s uir y r � 3aL...b..ubbP,m�e"'a 3'�as•.S2'�Lraad3, `€. ••.uc �*'vm�' 1.ti6.'+" xb4 O�kW�s .m,A�S°3�..sei: .''."3;.w � � Y• ISSUED: BY Architect: Traci H.Milikowski, Associate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS &RENOVATIONS Proposal Request#025 NORTHAMPTON HIGH SCHOOL Northampton, MA Date: April 29, 1999 KB#96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO& CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr. Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: Delete Fume Hood in Biology Prep Room 2508 Delete the fume hood and associated plumbing, HVAC, electrical and roofing work as indicated on drawings A1.14, A13.04, A10.01 (as re-issued in Addendum #9 — See HEF-3 and SF-3), M1.14 (See HEF-3, SF-3 and connecting ductwork), P1.14 and E1.31. Maintain height of lower casework as indicated on elevation 361A13.04. Align face of lower cabinet with adjacent casework. Attachments: ISSUED:. BY Architect: Traci H.Milikowski, ,Associate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel.(860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS& RENOVATIONS Proposal Request#024 NORTHAMPTON HIGH SCHOOL Northampton, MA Date: May 5, 1999 KB 4 96079 Copies To: X Brett Jacobus X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre Fire Chief Bryan Duggan X VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO& CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban& Associates Northampton,MA 01061 Hawley Associates Attn: Mr. Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: Bleacher Operation Revision Delete integral electrical motor driven units for each bleacher section as specified in Section 12760,paragraph 1.4, B, 1 and provide a manufacturers standard portable tractor which operates on a standard 110 volt 20 amp outlet for opening the bleachers. Attachments: a Z2 ISSUED- BY Architect: Traci H.Milikowski, Associate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS &RENOVATIONS Proposal Request#023 NORTHAMPTON HIGH SCHOOL Northampton,MA Date: May 5, 1999 KB #96079 Copies To: 7— Joseph Misterka OWNER: CITY OF NORTHAMPTON M Anthony Patillo Memorial Hall, 240 Main Street Lawrence Fink Northampton,MA 01061 Bill Letendre Brett Jacobus Fire Chief Bryan Duggan VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO& CERRUTI � Edvance Tech. P.O. Box 656,Texas Road c Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr. Rick Aquadro OREM Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: Revision to Ceiling Tomes Provide the following ceiling types in lieu of those specified: C-1 41728 Fine Fissured 2'x2'square edge lay-in tile C-1 E 41732 Fine Fissured 2'x2'angled tegular tile C-2A Celotex #VTS-897 vinyl faced gypsum 2'x4' C-2D 41728 Fine Fissured 2'x2'square edge lay-in tile Attachments: ISSUED: BY Architect: Traci H.Milikowski, ssociate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel.(860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS & RENOVATIONS Proposal Request#022 NORTHAMPTON HIGH SCHOOL Northampton, MA Date: May 10, 1999 KB # 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre X Brett Jacobus Fire Chief Bryan Duggan VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656,Texas Road Zaralban& Associates Northampton,MA 01061 Hawley Associates Attn: Mr. Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. :THIS IS NOT A CHANGE ORDER NOR-A DIRECTION TO!PROCEED WITH-THE WORK DESCRIBED.HEREINS _:�'�=aro r- ro a "�1�� ! °i'•pe �°� ter°: •� _ Description Corridor Paint Area D & Area E Change W-11 multi-colored interior coating to W-9,paint in the following rooms: - Area D(above block wainscot, [Finish Schedule—Note 57): 0401, 0402, 0403, 1401, 1402, 1403, 1404, 1405, 1415, 2401, 2402, 2403, 2404, 3401, 3402& 3403. -Area E(above Lockers [Finish Schedule—Note 151): 0501, 0502, 1501, 1502, 1503, 2501 & 2502. Attachments: ISSUED: BY Architect: Traci H.Milikowski, ssoclate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860) 229-5303 ='aN 1a3'aed :u VIM-F4l6ALdMRWf4UX6ffd rra we S1�3itN�Zib' 90QA3 =ova NCf�.dW�dHltiON b'H i : ort IAVaa =aw3n Now _ 4 GUI1 d'd'tl []'I'S'Y �YOt�00Y SLN3r=131Ri= HIIA►DLL UTM NI : af-N 38 01 MXM SI U ��r�p��a w ta�tav UWITOW LW 1 1 " IGO - 1 1 � co C, Poo hl ,�°� - °!�'L °u'�t off, c 19 c-Pil 146 ---- 14 61 Tsp fn 5 A E4 j FER 3 A7.01 GALLERY loI ioi COLUMN COVER PET. 60-ibW TYP. OF 8 OIVRKOVGC1E T ceweRLANr; OF STRUCTURE I EX 3ECPIIQN - A CED CAREER CENTER 16 pw -1E in 143 13 6 1 LL 168 N 14 n a 1451 @, 4 40 v P 3 A.C. OFFICE 4 CONFERENCE STOR. 21-10,in c�x,�w�� ; t , 1 S fov Ell— A ACOMM AM"a=mOvAxKm THIS SeToj m sE FEAD STTM rEjMAlELE_CFLt CONSWANT To IN OXIMM014 WNH AaXHMC:] A.S.I.❑ R.F.P. CWMACT DomtEm TME- DRAWN- CtECKED' DRAWING W.: T&P CCF-I L4 0(.)> —ly THAMPT0N DAIE--4t o�)L,y KAE57LE BOOS N(:)R 121, ASsoaATM m tilen. ScHooL T NO am wr PF4FC v F PROPOSAL REQUEST MAY 3 Igg PROJECT: ADDITIONS &RENOVATIONS Proposal Request#021 NORTHAMPTON HIGH SCHOOL Northampton,MA Date: April 29, 1999 KB #96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall,240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr.Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: Simplication Column Covers & Soffits in Career Center 1456 See attached sketches SKA-1 and SK4-2. Attachments: SKA-1 and SKA-2 ISSUED: BY� Architect: Traci H.Milikowski, ,. ssociate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel.(860)229-0361 Fax (860)229-5303 i PROPOSAL REQUEST PROJECT: ADDITIONS& RENOVATIONS Proposal Request#020 NORTHAMPTON HIGH SCHOOL Northampton, MA Date: May 10, 1999 KB# 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre X Brett Jacobus Fire Chief Bryan Duggan VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656,Texas Road Zaralban&Associates Northampton, MA 01061 Hawley Associates Attn: Mr.Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH,THE WORK DESCRIBED HEREIN;>? Description: Revised Flooring in Art& Science Rooms Change flooring F-9 sheet vinyl to F-I vinyl composition the in the following rooms: - VCT-1 & 3—(See Detail 81A14.09): Science Rooms—2410, 2503, 2504, 2505, 2506, 2508, 2511, 2512, 2514, 2515, - 2516, 2517& 2518. - VCT-1 &4—(See Detail 81A14.09): Art Rooms—3204,3206,3207,3209, 3210& 3211. Attachments: ISSUED: BY Architect: Traci H. Milikowski, Associate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS& RENOVATIONS Proposal Request#019 NORTHAMPTON HIGH SCHOOL Northampton, MA Date: May 5, 1999 KB #96079 Copies To: X Brett Jacobus X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre Fire Chief Bryan Duggan VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO& CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr.Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: Revision to Aluminum Door Configuration Revise Section 08410,paragraph 2.4, B, 2 to read'provide 1-314"thick doors of design indicated. Revise design to provide 12"high bottom rail in lieu of 16" Attachments: ' "' ISSUED: BY Architect: Traci H. Milikowski, ssociate- KAESTLE BOOS ASSOCIATES,INC. ARCHITECTS 416 Slater Road,New Britain, Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS& RENOVATIONS Proposal Request#018 NORTHAMPTON HIGH SCHOOL Northampton, MA Date: May 5, 1999 KB # 96079 Copies To: X Brett Jacobus X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre Fire Chief Bryan Duggan VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr. Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: Revision to Coated Monolithic Glass Products Delete the requirement for "sputter-coated glass products"as revised in Addendum #3. Provide 'pyrolitical-coated glass products"as originally specified. Attachments: ISSUED: BY Architect: Traci H.Milikowski,RA,Associate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain, Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS & RENOVATIONS Proposal Request#017 NORTHAMPTON HIGH SCHOOL Northampton, MA Date: May 10, 1999 KB # 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre X Brett Jacobus Fire Chief Bryan Duggan VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr. Rick Aquadro '� �•�3 "I 3 .. r,_-1, t�" 't€� '.i t k nk' �� t*¢, 3� u...°:swr' ,v ��,. ``93�,;; �' �� Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. ; THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH,THE WORK DESCRIBED HEREIN., Description:Revised Exposed Instrument Storage & Art Room Shelving Revise all exposed Instrument Storage shelving and all Art Room shelving in Band Room 1212 and Art Rooms 3204, 3210 and 3211 from plastic laminate to melamine. Attachments: ISSUED: BY Architect: Traci H. Milikowski, ssociate- KAESTLE BOOS ASSOCIATES,INC. ARCHITECTS 416 Slater Road,New Britain, Connecticut 06050 Tel. (860)229-0361 Fax (860) 229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS&RENOVATIONS Proposal Request#015 NORTHAMPTON HIGH SCHOOL Northampton,MA Date: May 7, 1999 KB #96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre X Brett Jacobus Fire Chief Bryan Duggan VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO& CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban &Associates Northampton,MA 01061 Hawley Associates Attn: Mr. Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: Revise Area B Foundations from Drilled Caissons to Spread Footings See attached sketches. Attachments: SKS-1 and SKS-2 ISSUED: BY - Architect: Traci H.Milikowski,RA,Associate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain, Connecticut 06050 Tel. (860)229-0361 Fax (860) 229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS & RENOVATIONS Proposal Request#014 NORTHAMPTON HIGH SCHOOL Northampton, MA Date: May 10, 1999 KB #96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre X Brett Jacobus Fire Chief Bryan Duggan VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban&Associates Northampton, MA 01061 Hawley Associates Attn: Mr. Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: Owner-Supplied Gravel Source of gravel to be from a City-Owned gravel bank located on Sylvester Road. Loading and transport of material to be by the General Contractor. Attachments: ISSUED: BY Architect: Traci H.Milikowski, ssociate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain, Connecticut 06050 Tel.(860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS&RENOVATIONS Proposal Request#013 NORTHAMPTON HIGH SCHOOL Northampton, MA Date: April 29, 1999 KB #96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall,240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre VzHS GENERAL X Purcell Associates CONTRACTOR: AQUADRO& CERRUTI Edvance Tech. P.O. Box 656,Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr. Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: Piping Revisions Change all site drainage piping noted RCP to HDPP. Refer to attached drawings C2.01 and C2.02 for areas to remain as RCP. Attachments: C2.01,C2.02(noted,not revised) \ � _ - .I Old, ,411- x ISSUED: BY. Architect: Traci H.Milikowski, Associate KAESTLE BOOS ASSOCIATES,INC. ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS & RENOVATIONS Proposal Request#012 NORTHAMPTON HIGH SCHOOL Northampton,MA Date: April 29, 1999 KB# 96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre VzHS GENERAL f, Purcell Associates CONTRACTOR: A UADRO & CERRUTI <� 1 Edvance Tech. P.O. Box 656,Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr. Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. 'fir v'aF rs� yffi— "'rte '� <,. .., ,.,..m.. x .`�_..x .w"-.�? _ A<s............. ....�., r., ;..s.,.F... �. _... Description: Play quipment Refer to Drawing L3.03 Site Materials for Play Equipment Location. Change note to read: "Equipment to be provided by Owner." Delete plav equipment in this area. Attachments: s. P sr. asp; ISSUED: BY Architect: T race H.Milikowski, Associate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel.(860)229-0361 Fax (860)229-5303 PLANTING LIST CODE QUANTITY BOT41CAL NAME COMMON NAME SIZE COMMENTS TREES: AG 15 ADES CONCOLOR hHITE FIR ' A6 6 AME ANGHIER X 6RANDIFLORA SHAD AUTUMN BRILLIANCE 54B (�lx-3-h12' GAL. 84$ 'AUTUMN BRILLIANCE' -3 AR 3 AC-ER RUBRIIM 'AUTUMN FLAME' AUT"FLAME RED MAPLE 2 1/2-5' GAL. Bab $P 3 BETULA PLATYPRrU A VAR JAPONICA HfITE5PIRE BIRCH 8-10' CLUB FD 4 FA6US SYLVATICA'DAWYCK PURPLE' PURPLE FASTIGIATE BEECH 5-5 I/T GAL. BdB PP 5 PIGEA PUN6EN5 BAIQ RI' BAKER BLUE SPRUCE b-7' B45 P5 11 PINUS STROBUS H41TE PINE b-?' 848 PAS PLATANUS ACERIFOLIA 'BLOODSOOD' LONDON PLA>ETREE 2 1/2-5'GAL. Bab PG -}9 IZ Pfd 5AR6ENTII 'COLUMNARIV 5AR5ENT G}f3iR`( 2 1/2' - 5' GAL. 545 PA PYRUS CALLERYANA 'ARISTOCRAT' ARISTOCRAT PEAR 2 1/2-5' GAL. Bab TS II TILIA CORDATA 'SALEM' SALEM LINDEN 2 1/2-5' GAL. Bab Z5 28 ZELKOVA SERRATA 'GREEN VASE' GREEN VASE ZEI KOVA 2 1/2-5' GAL. Bab x BJONYMI.S ALATUS COMPAGTA COMPACT BI 11i 45 R)5H s a B EJONYMIIJS FORTUNEi EMERALD 6A IF--, ?3 Ig-Z4 """' WINT'ERGR,s�"_R IS- .',N—. 16 I'`X 6LA5RA 'COMPAGTA' ;.OMPAGT INK3ERR`,' 515 !M !L_X X MAY EA1: BLUE PRJNG SLUE PRING-='S f+0�;.Y = ta-�`l 345 M-7 !=X X M:BBZY AE BL!F PRINCE 5LUE PRINCE HOL' Y _=»=2 5 315 JUNIP°RI.S GHINEN615 'SEA GREEN' SEA 6REEN 1MIPK Ib-24' Sa, K h KALMIA LAT!FOLIA 'PINK SURPRISE' PINK MT. LAV;>P_ 2-2 I/2' ga8 KALMIA LATIFOL IA 'SNOWDRIFT' WFfITE MT.LA=— 2-2 1/2' Ba3 :5 MYRICA PENSYLVANICA BAYBEPJZr IS-Zh- R% Ba3 O OH E ODE5 RHOODEWRCN -1 i6 G5 RHODODENDRON X LAETEVIRENS WILSON RHODODENDRON 0-24' Bab ' R R MODENV" 'PIONEER SILVERY PINK' SILVERY PINK RHODODENDRON 2-21/2, Bab SV I G SYRIN6A VUL&ARI5 COMMON LILAC Bab 3-4+• •S' I TG 8 7 TAK S 0U5PIDATA '6REENWAVE' 6REENWAYE IAPANE5E YEK 18-24 Ba$ TO !$ THUJA OCGI0E4TAL15 TEC4W MISSION ARBORVITAE 5-b' 548 qemljm;m raw WS JS 46 JUNIPBR115 GHINE615 5AR6ENT11' 5AR613WJUWPBR I6-24' BaB THIS sOgi TO BE fEAD IN aRLWTION TITH ADM&[] A.S.I.❑ R.F.P.[ COMAAM DOWINM TIRE= • P s v i St tp DPAIN, C}EITD DPATIM NO.: KAE5T1.E BOOS WTON DATE= Z •49 Nc. tg6fi SC,ti001_ �' »lam �� ARCHITECTS sw NUA rr. PAD.MT No.. PROPOSAL REQUEST PROJECT: ADDITIONS &RENOVATIONS Proposal Request#011 NORTHAMPTON HIGH SCHOOL Northampton,MA Date: April 29, 1999 KB#96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall,240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre VzHS GENERAL t�,; Purcell Associates CONTRACTOR: AQUADRO & CERRUTI s( Edvance Tech. P.O. Box 656,Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr.Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. a, •s �Y yr.aa g`,y' t 3' :;., rr 3° _ f "r m Al a,. Description: Plant Material Reductions 1. Delete twenty-five (25) 18-24"RC, delete seven (7) 2-L'2"—3 VZ, delete fifty-three (53) I8-24"CH. and delete (six) 2-112—3"PC as shown on Draining L5.01. 2. Delete seven (%) 2-112"—3"MZ and seventh-one ('1) 3—4' VT as shown on Drawing L5.02 Site Planting. 3. Revise Planting List as shown on attached sketch SKL-"B. Attachments: SKL-7 ISSUED: BY Architect: Traci H.Milikowski, ,Associate KAESTLE BOOS ASSOCIATES,INC. ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel.(860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS & RENOVATIONS Proposal Request#010 NORTHAMPTON HIGH SCHOOL Northampton,MA Date: April 29, 1999 KB #96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON �� X Anthony Patillo Memorial Hall,240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656,Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr.Rick Aquadro � �.� �� tee* g•� , i e �- � � ce � �� Y �-?�a,,r�,. Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. ,. m �, �+" � —•a,� �°t' r 'fir a ;- "� '� 1 .v t.` Description: Seeded Lawn Provide seeded lawn area in lieu of sod at track field as noted orr Drawing LS.01 Site Planting. Attachments: ISSUED: BY Architect: Traci H.Milikowski, ,Associate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860) 229-5303 d ey 6VCSATE BR-GONG.oLb PAV50Ii 4' 15N GRAIN BR.CONC. �� / i-� % \d M6i1 Ci1AIN "�1-- • / PAVE6E'R�py I� M ! 7 r 6 L'K FENCE l BIT. If -�-. - __ -- -- T� ��E _ � tsA - wuu Gar Lm 6ATE �,AFZEA OF 4LTERNATE NOD ,/ �i GGNCT--CT BR,CG*G.PAVE LE l LONE 1�,, _�� IE 1 90 a Af6 ST5'°• JkP J b i A LM61 4 D AS�L-EERM?E: ?a b'N16ii GtWN ♦ \� F -- LINK +ICE I ^� LAY= A LM ON /X/ / t GONG. TRACK LAY= 10 r / J J/ BIT.GC 400M IVG. ` DOS f �\ YIALK - \ PAVE-M Lbp N'L1?BC.G // M 6'HOH 2A -'HI-6H CH 1 IIK Fev, s 23 b We STONE DUST TRACK PAVM W 1 STONE LUST S L SURFPCIN6 EXTEtE4N. G B✓RFAGIN6 funmNas MOW STRIP Am1O�AND�IOMA7 m SKETCH GENERATED Fat: CONSULTANT= ,o„m THIS Sro TOi TO BE READ IN CQUICTICN WITH ADDENDA[] A.S.I.❑ R.F.P. CONTRACT OOaAIEM TITLE DRAWN CHECKED' t DRAWING NO.: KAES'RE BOOS NORTHAMPTON DATE= *.2 g.t ASSOC1AIM WC. N16H SCtj(3M SCALE: N PT I—P 5404.E S�'�-_ / ARCHITECTS "O nm off. PROJECT NO rloZ J 1 I� N P4 El pi _ T 34 4r _� ;i, �: % is „.•'ii/ ii •Iv I ��Gi �1 � a � I�� l``I.n 1 Y!�://!!i///%.//�!i/!!a/!!,/ ,!/j//j// N LO AIL UJ iL V 92 y,,, � � � � v /rr��:ii�.viii/,:i;�/ir /;iii//irjjii�/// I •1 a I^ �I y ///�i///iii//�///„�• / .;. � _ _ 1� :! ,!_ W �R Q U .g �C Ift I1 i O 1 � l i I PROPOSAL REQUEST PROJECT: ADDITIONS &RENOVATIONS Proposal Request#009 NORTHAMPTON HIGH SCHOOL Northampton, MA Date: April 29, 1999 KB # 96079 G Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON "`'�' X Anthony Patillo Memorial Hall,240 Main Street X Lawrence Fink Northampton, MA 01061 X Bill Letendre VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr.Rick Aquadro 1 ;Iii OR gi Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. ff !NMI Description: Fence Reduction Provide pricing in two (2)pads for reduction of chain link fence at athletic fields. 1. Delete 4'high fence at football field. See sketch SKL-6A 2. Delete 4'high fence and a portion of 6'high fence at track. See sketch SKL-6B. Attachments: SKL-6A, SKL613 s e IBM ME �s ISSUED: BY- Architect: Traci H.Milikowski,RA,Xs-sociate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain, Connecticut 06050 Tel.(860)229-0361 Fax (860)229-5303 _ N N N ::: �—fN O 0$t7 — PE� 4' 4'°.�1ti�7yy�_'6f.rACl�yypp7pq Mme! � / t !n._t M'Jfi'JbVEIMV-6l1blJ6Vt 4r"h, o Alm Y I f „1�"F 9 >Wfl4 o4i^°n^'ho4W°W4 _ } _� � � • _R I l I I IYp f NC v� z - x rr► s . nom d I rm I Imp tp N O 9 r PROPOSAL REQUEST PROJECT: ADDITIONS& RENOVATIONS Proposal Request#008 NORTHAMPTON HIGH SCHOOL Northampton,MA Date: April 29, 1999 KB #96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O.Box 656,Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr.Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. - a Description: Modi rcations to Athletic Field Sections Modem athletic field section details 6 and 71L6.04 as shown on attached sketch. Attachments: SKL-5 Win 07 v 1 s ISSUED: BY Architect: racy H. Milikowski, Associate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 • ..__ .r . . : . . . _ . GRADING SITE 1 PROPOSAL REQUEST PROJECT: ADDITIONS & RENOVATIONS Proposal Request#007 NORTHAMPTON HIGH Northampton, MA }ate: May 14, 1999 KB#96079 -� 7 Copies To: 1999 X Joseph Misterka OWNER: CITY OF NORTHAMPT� [ _ , ?, Anthony Patillo Memorial Hall, 240 Main Str X Lawrence Fink Northampton,MA 01061 X Bill Letendre X Brett Jacobus Fire Chief Brian Duggan VzHS GENERAL X Purcell Associates CONTRACTOR: AQUADRO& CERRUTI Edvance Tech. P.O. Box 656,Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr.Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description:Revised drainage at north side of track Refer to attached sketch for revised drainage at the north side of the track Attachments: SKL-8 ISSUED: BY Architect: Traci H.Milikowski, , sociate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel.(860)229-0361 Fax (860)229-5303 NORTHAMPTON HIGH SCHOOL ADDITIONS AND RENOVATIONS NORTHAMPTON, MA KB #96079 PART 3 - EXECUTION 3 .1 CLEANING A. Following inspection of the paved base, the entire area to be surfaced shall be thoroughly cleaned in order to remove all dirt and foreign debris. 3 .2 PRIMER A. Polyurethane based primer shall be applied to entire surface area uniformly at a rate of not less than .3 lbs. per square yard. Allow a minimum of thirty minutes curing time prior to application of the base mat material. Only the areas to be surfaced that day shall be primed. 3 .3 BASE MAT A. The base mat mixing ratio shall be a minimum of 20W polyurethane binder as determined by the overall weight of the total rubber weight. Minimum application temperature shall be 40 degrees. This mixture shall be prepared in a mechanical mixer which is clean and dry. The base mat material shall then be applied by a mechanically operated paving machine with an electronically heated oscillating screed bar - standard operating temperature 158-176 degrees F. Cold joints are not allowed between bays. All joint work shall be flush with the adjacent base mat. Joints which have cured shall have their edges primed with base mat binding agent just prior to application of the adjacent base mat. Feathering and transitioning of exposed edges only as permitted by the Owner and Architect. 1. Minimum application 16.5 lbs/square yard. 3 .4 TRACK MARKINGS A. The measurement and marking of lines, lane designation and all event markings shall be performed by experienced personnel and in accordance with the appropriate governing body, NFHSA, and its current regulations, and Owner's requirements. B. Paint 30" high letters "N-O-R-T-H-A-M-P-T-O-N" on main straightaway. END OF SECTION SYNTHETIC SURFACING 02542 - 3 REVISED, VALUE ENGINEERING May 11, 1999 NORTHAMPTON HIGH SCHOOL ADDITIONS AND RENOVATIONS NORTHAMPTON, MA KB #96079 C. At completion of work provide Owner with detailed drawing and written certification of all line striping in accordance with sanctioning governing body (NFSHSA) . Certification by a licensed Land Surveyor. D. Provide written warranty for five (5) years covering defects in track workmanship and base mat materials and certifying that the surface was installed in accordance with Project Requirements. PART 2 - PRODUCTS 2 .1 SURFACING SYSTEM A. Shall be a resilient cast in place synthetic sport surface. B. Acceptable Manufacturers 1. Dalton Enterprises, 131 Willow Street, Cheshire, CT 06410 - DALTON TRACK 100 system. 2. Southwest Recreational Industries, Leander, TX 78641 - EUROTAN SG system. C. PHYSICAL PROPERTIES OF FINISHED SURFACE Thickness: 1/211 Elongation: at break (ASTM C412) - 85% Tensile Strength: (ASTM D-412) @ .65N/mm2-@700F Compression Set: (ASTM D-395) 90% to 95%-@ 70OF over 24 hours Abrasion resistance: (ASTM D-501) 0.25 grams loss after 1000 cycles Chalking: (ASTM D-822) No change after 1000 hours in weather meter Coefficient of Friction: (ASTM D-1894) Weather Dry - 0.70 to 0.75 Wet - 0.60 to 0.65 Resilience: (ASTM D-2632) 37% to 40% Tear Resistance: (ASTM D-624) 48 to 65 p.s.i. 2 .2 PRIMER: Polyurethane based, compatible with base materials. 2.3 BASE MAT GRANULES: 1-3 mm graded recycled SBR rubber, processed and chopped, less than 4% dust. A. Color: Black 2 .4 BASE MAT BINDING AGENT: Single component MDI based monocomponent pigmented polyurethane. Color - black. Must be specifically formulated for compatibility with SBR or EPDM granules. 2 .5 MARKING PAINT: Polyurethane, colors to be approved; specifically formulated to be compatible with polyurethane synthetic surfaces. SYNTHETIC SURFACING 02542 - 2 REVISED, VALUE ENGINEERING May 11, 1999 NORTHAMPTON HIGH SCHOOL ADDITIONS AND RENOVATIONS NORTHAMPTON, MA XB #96079 SECTION 02542 - SYNTHETIC SURFACING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Instructions to Bidders, AIA Document A201, "The General Conditions of the Contract for Construction, " 14th Edition, 1987, the Supplementary General Conditions and Division 1, General Requirements, are a part of this Section and shall be binding on the Contractor and/or Subcontractor who performs this work. Note also all Addenda. 1.2 DESCRIPTION OF WORK A. Installation of resilient urethane synthetic sports surfacing on all track areas and specified field events including the following: 1. Porous EPDM rubber base mat with surface urethane binder. 2. Certified Markings 1.3 RELATED WORK DESCRIBED ELSEWHERE A. SITE EARTHWORK Section 02200 B. BITUMINOUS CONCRETE Section 02511 C. ATHLETIC EQUIPMENT Section 02860 1.4 PROJECT CONDITIONS A. Insure that bituminous concrete overlay has cured a minimum of 14 days prior to installation of surfacing. B. Inspect bituminous concrete pavement to determine the pavement does not contain any deviation exceeding 1/8" along a 10 ' straight edge and that proper crosspitch is present. Conduct complete flood test of all track surfaces to confirm drainage characteristics. Replace or repair all areas not in conformance with project requirements with materials compatible and approved by track surfacing system manufacturer. 1.5 QUALITY ASSURANCE A. Submit fully dimensioned drawing illustrating final layout and lettering of 400M track and other field events certifying strict conformance to current NFHSA regulations. B. Submit list of similar project experience for Owner's review and approval prior to commencing work. Contractor shall demonstrate minimum 5 years of similar project experience. List shall detail similar type jobs successfully completed. Owner retains the right to disapprove any proposed surfacing installer. SYNTHETIC SURFACING 02542 - 1 REVISED, VALUE ENGINEERING May 11, 1999 PROPOSAL REQUEST PROJECT: ADDITIONS &RENOVATIONS Request#006 NORTHAMPTON HIGH SiCHOQL ."'- r( Northampton, MA t'- !Date: May 14, 1999 L, s r KB # 96079 ! � MAY 17 ' Copies To: 1 Joseph Misterka OWNER: CITY OF NORTHA OWN 1 Of Anthony Patillo Memorial Hall, 240 Main beet X Lawrence Fink Northampton,MA 01061 X Bill Letendre X Brett Jacobus Fire Chief Brian Duggan VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO& CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban&Associates Northampton, MA 01061 Hawley Associates Attn: Mr. Rick Aquadro ��",�•d�tam* � a s �: �;�� - Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description:Revised Synthetic Surfacing Specification for track Replace Specification Section 02542 "Synthetic Surfacing"with attached revised Section. Attachments: Section 02542 Revised m`� ,.r °a� L�.��u.;�' .4.'.�a.�...�, . h.`,°�.,,:•aai<��aL'�wt„ c3" �`��n� � �.;', ISSUED: BY Architect: Traci H. Milikowski, ssociate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 LbA4 I OF 4 BOLLAF05 4 GONGRETE b THIS ARIA Lb PAD LbD �V� 13�X'�� GO►.�G. 13D 3 w kvt L6�0 I 3 3 L6 of w 54 S ' ` Lix H * PAVtW-- W It t Y c t;1 N .0t GL I 6RANITE CANGRETE {: . \, I F_USH 6RANITE 01 CURB DI PAD e, `;;`:.;':::.. 01 UJRB 3B BIT.GONG. L6.0 PAVEMENT AOORMN AND WANOVAUCM SI�TCH GDlERATED FCR- CONStLTAM: ro Im THIS SKETCH 70 BE READ IN CONJLNCTION WITH ADDEA[!A A.S.I.❑ R.f.P.d CONTRACT OOCLIENTS TITLE: DRAWN: CHECKED: fi17� DRAWING No.: KAESTI.E BOOS NORTHAMPTON OAT-E: 4 •Zq•R v� A.SSOaATES NC. H16H SCHOOL SCALE! ARCHITECTS sO am sr. PROJECT No.: �js > N. PROPOSAL REQUEST PROJECT: ADDITIONS &RENOVATIONS Proposal Request#005 NORTHAMPTON HIGH SCHOOL Northampton,MA Date: April 29, 1999 KB# 96079 �i. Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall,240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656,Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr. Rick Aquadro ,'' ..� � k�, « .,�_` r....'�t.wax... �� n" zn..-,.3a...E�a �,x....^'.� ;� £•a,w.,... ,w.wx,: Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN s ' Description: Concrete Walk Reduction Reduce area of concrete walk as shown on attached sketch. Extend mulch at planting area to edge of new concrete. Add one 0) 2-2-1i2"KS at area adjacent to entrance. Refer to Drawing L5.03 Site Planting for location. Attachments: SKL-4 ISSUED: BY Architect: Traci H.Milikowski, Associate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 PROPOSAL REQUEST PROJECT: ADDITIONS & RENOVATIONS Proposal Request#004 NORTHAMPTON HIGH SCHOOL Northampton,MA Date: April 29, 1999 KB #96079 Copies To: �. X Joseph Misterka OWNER: CITY OF NORTHAMPTON 1 X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton,MA 01061 t X Bill Letendre / VzHS GENERAL to Purcell Associates CONTRACTOR: AQUADRO& CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr. Rick Aquadro Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: Delete Tree Grates Delete seven (-/ tree grates as noted on Drawing L3.03. Attachments: ISSUED: BY Architect: Traci H.Milikows s-sociate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303 3 LbA4 5OLLAR17B 4 CONCRETE b REA 1 PAD L6 13D 3 / LbA 3 ' / Lb BIKE RACK + LOCATION MT F) HANDICAP / 1 Y :� jy SQL FA Nc- vp \ LG.nIA7i;. BE .,H L LATION ~ RZ.CCATED ORNA E AL LIEr T POS T -- (T*(PJ 5r P-AN 5J x.01 j TRE-t-RATE (TYP) \�� -°�- I GRANITE 01 CURB GRANITE �,. I FLUSH 6RANITE 01 CURB i aMLTANT: •m aN ,w aerov►noN. ; Tp Im THIS SITCH 70 BE READ FOR: IN CWRCONACTDO� IDOL en ADDENDA 0 A.S.I.❑ R.F.P. TIU: C o s,3 e, . W kt.r, So*evof t-tv-n p►3 DRAWN: DRAWING NO.: .I KAXS_E BOOS NORTHAMPTON DATE: +79 -R91 SCALE: t ARCHITECTS H'9"am Sr. PROJECT No.: 7� 1 is 0'° 0 0 ° o'D'O 0.0 0.oc 0c o0 00 _ '00000 .000'000'OO 00 0'0'0'0'0 0 0' 00 O O °°°°o •O 0'00 00 -0'0 ,°.°. \ 00'0:0 0 0' .0 00 - .°. 0'O '0.0'0 'o 0-0.'O 0 '. 0 04- 0 0.0°.0.0.0.0.0 •C'o'o' .0 C 0'00 o.o.o).Goo o o ° Ex 000000'000'00.0'OO.pO 00000'0 000'0 c.o c00 00000000000.000000.00 000:0000'00' 0 0000 — oo'00000000 000000 p000000'oo00.0.o.p00000 on'000'o'0 00000 0'0'000'0'0'0'0 .0 00000000 'o'c000 0000oa'o 0'000 0 000 00000'00 .0.0 0000 00 �----ONAMENTAL L16HT POST (T'(P) SEE PLAN SU 1.01 �AI PAD INS VENT 6RATE5 8 -AT WAI I EXISTING VENT 6RATE5 EMAIN (TYP. OF 2) TO RI=MAIN 3 3 L6. A4 F- ` BETIGH LOCATION(TYP) \ h \ 6 GRANITE BICYCLE RACK STEPS LOCATION(tYF) tANITE 6 CONCRETE 6 SFE6+ 6 O X6,0 PAVING L6A OD. GALVANIZED L`•O i .mnOn Mp nerDVwnoNS Si�TOH GENERATED FOR: CONSULTANT: 1d M THIS SI�TCH TO BE READ IN CONJINCTICN WITH ADDENDA C] A.S.I.❑ R.F.P.[1� CONTRACT Men TITLE: G 00& . Weo,. - sespob4of ITVrI a03 DRAWN: CHECKED: �n.K DRAWING NO.: KAESME BOOS NORITMH PTON DATE: •2q.q ASSOOATM NC. H16H SCHOOL SCALE: t"s s2 c, 1 ARCHITECTS PROJECT NO.: q I,0*7 + R PROPOSAL REQUEST PROJECT: ADDITIONS & RENOVATIONS Proposal Request#003 NORTHAMPTON HIGH SCHOOL Northampton,MA h Date: April 29, 1999 KB #96079 t Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall,240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO& CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr. Rick Aquadro "`` _ '" i��''�[ aa�n a �'L dui;,.- 1,.<ao-.�:..°<,a.Ya. k •». Ys'li...; _. . •w�'kia•+.< ' ....:.ra:, ... • .., Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Skr z lc.. .; .• �cis. .. a.r Description: Concrete Walk Substitution Provide concrete pavement, detail 6/L6.01, in lieu of pavers as shown on attached sketches. Attachments: SKL-3A, SKL-313 ISSUED: BY Architect: Traci H.Milikowski,RA,Associat e KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel.(860)229-0361 Fax (860)229-5303 ,�xoilb� 7.3 ►��dw� of I Na loi e7 W-ld�_:'; (a:.:; � d l--3il wlh' o (au)xou'doo't PROPOSAL REQUEST PROJECT: ADDITIONS & RENOVATIONS Proposal Request#002 NORTHAMPTON HIGH SCHOOL Northampton,MA f 1 1 Date: April 29, 1999 KB # 96079 1 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall, 240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656, Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr.Rick Aquadro �F ��;. £ �" 3 v�t �;.°�� a �',,a�. sx�=.r 3. a4 � r�� ""`�� , ::-.,v "•__—�s c` .r Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. N 1'- �, rY „ x"ui^6 `� Description: Concrete Step Substitution Provide concrete steps in lieu of granite as shown on attached sketch. Attachments: SKL-2 ISSUED: BY Architect:Traci H.Milikowski, Associate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain,Connecticut 06050 Tel.(860)229-0361 Fax (860)229-5303 _ I C*tP M 5TEF's �• WMANDRAIL 6 2-GABLE LbD "'-,• LSA 6UIDERAIL � o ll C:ONGRETE L6A WALKWAY 5 BIT.GONG. BITUMINOUS 2 �D WALKWAY CURB L6.0 SINSU Z t1V N�a!ar V .000 I' � C.OI'IC.REI'E L6AI C Z �3T►a�tNovS ,-` EXISTING 1�TP OFESR4 CONC. E 5TEP5 TO REMAf \4.01 GURB AND WALK i - � �1'NMlNotlS �`� I GONG L6A KkK AY Tr-- 5 HANDRAILS TY°.OF 5 Pyfl D05TiN6 5TAIR5 IY WIDE BORDER OF 6 GONGRETE ± G•..:..;; TO REMAIN PEA STONE 6RAY8. L6A PAD AROUND GONGRETE&A5 PAD EA5TIN6 WALK TO REMAIN 1 i CONSILTANi= 'm°a m we pas SIB"TO PP F ID SxEt�c uTFD Fna� IN CONnaIay V'm ADDENDA[] A.S.I. R.F.P. CONTRACT OOC1iE1(t5 TIME+ I,IT. G�ins i w Acc.�-s DRAVN= p D, DRAPING ND.: DATE, KAESTLE 8006 NORTHAMPTON 4•Z'�•4 ARCHITECTS a"Hi SCCH�OOL ME ! �Z.o' PRO.ECT ND._ (i o FIRE LANE 5TRIPIN5 6'HIGH 6 2-GABLE LMK FE Lb O 6UIDERAIL AY 2 51T.GONG. 35 2 51N6LE 4'GATE L6.0 PAVEMENT LbD BMHINOUS{ NI>NVd ON 3NVI MIA E)NIAlVd ON NV13811 EX15'wN ETAL 5TEP5 TO REMAM = CONCRETE GURS/WAi.K GURS/V�J_K LbD L6D i,MHNOUr- .LbD , :1R5 / A \FU1 HE16HT PVG C AIN LINK ' I FENCE WI?RIVAGY SLATS 6' H16H P, CHA�NLl.wt<�2A� F:.NCE W/P* CAGY 5LA 5�bD� nI c� __ GC.=NGRPTE PAD5 FOR�R - FOR WALL CONSTRUG7ION CONDEIes UNITE -5c STRUCTURAL DHe-5. j ��COtrCRT ST>�5 I OF 4 50LLAriDS 4 W-R==TE PADS FOR NE..HANICAL 4X \Lb 06 WITH HANDRAIL 't i(5 A UNIT -5c 5TRIGTURAL Pvc5. i'� ( l\c O d 5 6 G4NGRTE CONCRETE LOAC/'4 iTAIRS Lb DI PAD 5EE ARC HTECT,,z 4 FZW 1:4 'TALK LbD cow. b I TIM5ER KALL 2-GABLE 6UIDERAIL PEDESTRI W j 1 A�A7=APO!lIDVA7nr STTCH GRAMATEO FOR= CONSLLTANT= To we e THIS SKETCJi TO BE READ IN axjjc ON WITH AW M❑ A.S.I.❑ R.F.P. CONTRACT OMJe(B TITLE: P> 1 T. w pct+s. DRAWN= "EM= DRAtING NO.: KAESILE BOOS NORTHAMPTON DATE= .Z 7 / amge!k� NC. HI6ti SCHOOL_ = III s = F+u- Y ARCHITECTS sN mm wr. PRD.ECT NO.: 11 • 4 HIGH CHAIN Lr .i IK FENG � �3 Q:' HIE,.... 2N'\l DUST 5 ♦ U. L 14K I'',: 4( E =AGING 3 C.ONO'.E l L6. STS /,� •,\. � �• AI'o.ai' L HALL \ ,,.N65 7URAL HIGH GRAIN \la IK F=-WE -- _ -- i0E $IT. C / URE i DDDDDD � ` 15,E . TH `\ I +d .01 ,,a LbA mrcN Mo as.DVwnara SK T GENERA FOR: CONSLLTAM Tp Im THIS St�fCH TO BE READ OH IN CONJ.WTICN WITH ADDENDA C] A.S.I.❑ R.F.P.[/ CONTRACT DOCUMENTS TITLE: t7 M Gu T s w►�-�-s rDATE:N: ��` T�• DRAWING NO.: KAESTLE BOCrz NORTHAMPTON �.Zq• ASSOCIATES IVC. H16H SCHOOL °ARCHITECTS aO tm� ECT No.: 4(f V-1 l PROPOSAL RE4UEST APR 2_,ai999 � i 5... PROJEC Kr,. ADD. NOVATIONS Proposal Request#001 N( ; - HIGH SCHOOL ti ;"T�1A Date: April 29, 1999 KB#96079 Copies To: X Joseph Misterka OWNER: CITY OF NORTHAMPTON X Anthony Patillo Memorial Hall,240 Main Street X Lawrence Fink Northampton,MA 01061 X Bill Letendre VzHS GENERAL Purcell Associates CONTRACTOR: AQUADRO & CERRUTI Edvance Tech. P.O. Box 656,Texas Road Zaralban&Associates Northampton,MA 01061 Hawley Associates Attn: Mr.Rick Aquadro §? t pf 15,... a:. xj.,^` s Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifications to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. .....�.xxa.-.x,. .,>, .x-x., ,_.,,.>_ ,.,xa,..„,�°�.„.,, «a,-�� 'ea-a,.d..,,r..3 a.-wa,:•»�m�, a ..,..,:>sL .....,zs ,,,..,h§,,,. _a,.„ ': _.. Description: Bituminous Curbs and Walks Substitution Provide bituminous curbs and-vi,alks in lieu of concrete as shown on attached sketches. Attachments: SKL-1 A, SKL-1 B& SKL-1 C a°- ro h a `� NO .u. k ' ".��,. _ �� v.a�, a: ISSUED: BY Architect: Traci H.Milikowski,RA,X-ssociate KAESTLE BOOS ASSOCIATES,INC.ARCHITECTS 416 Slater Road,New Britain, Connecticut 06050 Tel. (860)229-0361 Fax (860)229-5303