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- Certificate of Occupancy - 740 TURNPIKE STREET 11/5/2002
Ii ,1 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 307 Date 11/5/2402 THIS CERTIFIES THAT THE BUILDING LOCATED ON 744 Turns ft St MAY BE OCCUPIED AS Mr. Sudsy Car Wash IN ACCORDANCE WI'M THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. NoR�� CERTIFICATE ISSUED TO _- , u ADDRESS 77- $ o1e k2K 4 M l M4s.3 CH115¢�� �.[s -- Building Inspector Mezzanine not to used for anything other than storage. i Town of North .Andover 19WIding Department �a ���� �;"'a o 27 Chaxles Si eet ti aA North Andover, Ma.ssachwetts 01845 (978) 688-9545 Fax (97.8) 688--9542 A APPLICATION FOR CERIUTCATE OF OCCUPANCY!INSFE�ON- y ADT)RESS 740 Turnpike Street, North Andover LOT NUMBER Ma p 9 8 D Lot# 4 0 SUBDISxON DATE REQUEST F= 9/3 0/0 2 DATE READY FOR INSPEMON 9/3 0/0 2 FIVE DAYS NO'7UCE PRIOR TO CLOSING DATE IS RE UMEj 1) ALL.. WORK AND SIB OFF'S MUST BE COMPLETED vnTHN rjUS TIME FRAME. A R.E INS ECTION FEE OF TWENTY-FTV,E($25)DOLLARS WILL BI-: GI3ARGED IF TBE STRUCTURE DOES NOT N MET ALL ApPIXARLE COIDES. e SIGNATURE QMtIAL USE O to ROUTING CaNSERVATIO G /• DATE Xldl� tee- G zANNlrrr -e-Z DATA /0 D.F.W. -WATER METER , DATE r D.P.W, MUST"MXC.A.TE THAT'Ij-j� *ATER.METER.HAS BEEN INSTALLED PRIOR TO THE INSPECTION REQUEST DATE. ,'EZj== STUNAtURE1 DPW AUTHORIZATION 0R7M , 10AM Of Andover s' ..0 �. : No- &0 �7 o dover, Mass., - 03a 1 A0'?ATED A' t%J H Y` BOARD OF HEALTH U T Food/Kitchen Septic System BUILDING INSPECTOR THISCERTIFIES THAT....................................................-.......................................................................................................... Foundation haspermission to erect......... ..................... buildings on.......--------................----..........................................---.............. Rough tobe occupied as........................................................................................................................................................................ Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. -PLUMBING INSPE(6FOR VIOLATION of the Zoning or Building Regulations Voids this Permit. I -X7' - i1�� A. _ y -� ELECTRICAL INSP OR U-NLES53 ` .0NS i. .�.�.N `` 1. AJ� Rough t A ................................... Service C�, Z;1d ti U 1 '✓ "......... BUILDING INSPECTOR Occ-v,pancy P2aut FZequzi'e(5' to OCci4f?_v Building /GAS INSPECTOR I in a Conspicuous Place on the Premises -- Do Not Remove Rough Display p � o Lathing or Dry Fall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner ,) , Street No. �Z SEE REVERSE SIDE Smoke Dec. 4 SABBAGH ASSOCIATES, INC. 451 Main Street Structural Engineering Consultants Stoneham, MA 02180 Tel: 781-279-2223 Fax: '781-279-2224 October 15, 2002 Mr. Maurice Michaud Scott Construction Co., Inc. 395 Main Street Salem, NH 03079 Re: Mr. Sudzy North Andover, MA Dear Mr. Michaud: In accordance with 780 CMR 116.2.2 of the Massachusetts State Building Code our firm has designed and/or reviewed all structural construction documents for the above project; reviewed as-built documents and revisions; and reviewed construction methods for structural items of the project. To the best of our knowledge and belief the above project has been constructed in accordance with our plans and the Massachusetts State Building Code. If you should require further information please contact our office. 4448 ��`1 9fI ours truly, e �: M. �n SABBAGF STHUCTUR No.32.78, �d 0�' �, e ward M. Sabbag , P.E. � � � abbagh Associates, Inc, W WIYt;OM I,', )NF_.X r_,8 !ANIJAI lY ti,,'.o07 ' I N� € OFFICE or BUILDING INSPECTOR f ` TOWN OF NORTH ANDOVER ` CONSTRUCTION CONTROL� PROJECT NUMBER: 1,0823 „ PROJECT TITLE: MISTER SUDZY CAR WASH PROJECT LOCATION:_,,,,,,,.•_ 740 Salem Jurnpik€� ( Rout�_11-4) NAME Of' BUILDING,T_ NATURE or PROJECT: C0115 WcU QD-.Q1.-r7t na)u QjSR WASH FACILETY IN A 'CORDANCE WITH IARTIGL -: 116 OF THE MASSACHUSETTS 13TATE BUILDING CODE, __...REGISTRATION NO. �� t'rt_ BEING A RCGiSTI:RFD PROFESSIONAL ENGINEEWARCHITEGH IAL-RF.I3Y CF_RTIFY THAT HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL, DESIGN PLANS, COMPIJTATION5 AND SPF_'GIFICATtONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL STRUOTURAL MECHANICAL FIRE PROTECTION 0 ELECTRICAL OTHER (SPECIFY) r-oR THE ABOVE NAMED P1ZOJE-OT AND T1 IAT, TO fMl HEST Or MY KNQWI,t7:(-3I--, sUC:FI PLANS, COMPUTATION;AND 3PEGIFiCATIONO MEET THE APPLICAR]_I- PROVISION OF THE MAGUACHUBIZ I-TS STATE BUILDING CODE, ALL AOCF'PTARLE eNC11NR'LR1NG PRATICES. AND APPLICABLE LAW4-3 AND ORDINANOF-S FOR THG- PROPOSED U ar AND mc,'UF;ANCY, I FURTI ILR CE_IOIFY THAT 1 f�HALI- PFRFORM THE NECESSARY PROFESSIONAL SERVICES AND 0 EPRLSWNT ON THE GONSTRUC:-nON SITE ON A REGULAR AND PERIODIC BAOit. TO DETERMINE THA-I -IHE WORK K., PROCl_r_t_DING IN ACCORDAN€L WITH THE DOCUMENTS APPROVE-D FOR-t"HI± BUILDING Pcl- IT AND 11AI_L RF, RFSPONSIBLE FOR 1-1 IL FOLLOWING AS SPEC;IFIED IN Sr-C TION 116 0 1, Ruview, for r onformt-mco to the:de7A90 concept, shop drawingzA, :gurnplttn Lind other oubmittals which are ;ktbmiltod by thca contractor In accordance vita the requirements of the com*uctiort documents. 2. Re-view and approval of t116 quality control procedures for all code-required controlled materials. :l. U30 present at intervtals eappropriato to tho stage of mn-Mructfon to become, gerterally tzit I Iiar W(h6the progress and quality of the work and to determine, In genc;ral, If tt)e.work IS being performed In a.mannor eor df;ttlnt with the con5tructlorr 6ocrarne nt7l. PURSUANT TO ;3LCTION 116.2 .2 1 SHALL 5UUMIT WEEKLY , A PROGRESS REPORT \ T'OOETHER WITH PFR FINEYNT COMMCNTS TO THE NORTH ANDOVEt' DUILDING INSFIECT. R 1 UPON COMPLETRDN OF THE WORK, I SHALL SUBMIT A FINAL. REPORT AS TO THE SATISI'ACTORY GOP,4P .0-ION AND READINESS OF THE PROJECT FOR U Cat,l AN(f SUB Cj'Rlt3L•©ANG `~ t }�l+li ?"U EJFI~ORt MC 1111i_� bl LAY QFU. ttc72 20 U � L NOl'ARY PUI�LfG MY r.,0MMjl;SION FXPlRt_8 GSD Associates E 148 Main St. Bldg. A, North Andover,MA 01845 Tel: 978-688-5422 Fax: 978-688-5717 Email: gsmith @gsd-assoc.com Computer Aided Design ♦ Architecture ♦ Planning ♦ Interiors ♦ Development Consulting SITE OBSERVATION REPORT NO. Site Observation Report#0202015-1 DATE: 2-14-2002 TO: Lou Minicucci COMPANY: SUDS Development, LLC FROM: Gregory P. Smith PROJECT: Mr. Sudzy Car Wash, Rt, 114 N. Andover, MA-40202015 PAGESIENCL: BACKGROUND/PURPOSE: GSD Associates has been asked by the owner's representative to conduct periodic observations of the construction to verify that the work is in conformance to the design and specifications. Scott Construction has started construction. Foundations and a large majority of the masonry and site work has already been started or completed prior to our initial visit. Concern has been expressed that the masonry was not properly protected from freezing. GSI Testing has been hired to test masonry mortar and grout in situ to determine if it is in compliance with the specifications. PRESENT AT SITE: Mark Griffin, Assistant Superintendent for Scott Construction: Christina Minicucci, Project Manager for SUDS: Bryan Levesque, Geotechnical Services Inc: Gregory Smith, AIA, GSD Associates. Masonry Sub- Contractors. WORK IN PROGRESS: (Refer to attached sketch) Masonry work was ongoing. Portions of the CMU along the West, North and East walls have been completed full height. Interior walls have been partially constructed as shown on the plans. Other interior walls have not been started. The North and South short walls of the long automatic car wash bay have been tented and heated. GSI representative was at the site conducting physical tests of the mortar with a Windsor Pin System testing aperatus. I was provided with a set of plans including the Cover sheet, A-1 through A-5, F-1 and F-2. and one section of the specifications Section 04100 Mortar and masonry Grout. OBSERVATIONS: 1. Not all walls have been protected and not all wails are being protected from freezing. I am not aware of what time the walls have been constructed in the past and cannot comment on the adequacy of protection without knowing when the walls were constructed. 2. CMU Walls being erected are not braced and are not being vertically reinforced as they are constructed. Adequacy and the requirements of the bracing should be determined by the project's structural engineer and or the specifications. 3. CMU walls appear to be reinforced horizontally with diagonal ladder truss reinforcing. Vertical reinforcing may not be possible to install full height due to height of wall, diagonal reinforcing and cell wall obstructions. 4. Interior CMU walls are being protected by insulated tarps and may not be adequate to resist freezing in cold weather. 5. A mortar additive was stated as being used to minimize freezing of the mortar, no information was provided to us at our visit. INFORMATION OR ACTION REQUIRED: 1. A full set of drawings and specifications will be required. 2. Review by the project engineer for bracing requirements of the unreinforced CMU walls. 3. Tenting and heating of the masonry needs to be completed for all new walls being constructed. 4. Specifications and information as to the type of mortar additive needs to be submitted. 5. Verification that the vertical reinforcing is being installed full height needs to be made. Sincerely, GSD Associates Gregory P. Smith Architect cc: 1 o N► - � � �- S �c N 'p�fdwo� � ~� � � � z � � dh1 ) � � � v nw� � � ��� � 1 � � � � � � Y�vu� No Sd�hd1 c�1��iN� • .��sd C�� T � �--� s.a�icv�i.--� 'k�c�o �votl�o►d�no� -5�r�rn -�r1�vc� rn�� - per{a1«�v�� n w� { III Cott DIVISION OF SCOTT COMPANY February 13, 2002 Mr, D. Robert Nicetta Building Inspector Town of North Andover 27 Charles St. North Andover, Ma.01845 Dear Mr. Nicetta, As per your request, we are writing in regards to the car wash project at 740 Turnpike St. No liquid antifreeze has been used on the existing block installed to date, per the Architect's specification. Nor will any liquid antifreeze be used on the remainder of the masonry work to be completed. I trust this meets with your approval, Regards, r" -I 395 Main street Salem, New Hampshire 03079 12 Rogers Road Wardhill, Haverhill, Massachusetts 01836 Telephone: (603) 894-4942 (978) 374-0034 Fax: (978) 373-6944 I • Robert Nicetta, Building inspector TOWN OF NORTH ANDOVER Community and Development Services 27 Charles Street North Andover MA 01845 February 08, 2002 re; Mister Sudzy, Car Wash 740 Salem Turnpike, North Andover MA Dear Mr. Nicetta, Upon your request I am writing to state, that the masonry mortar accelerant FAST-SET, manufactured by Illinois Products Corporation, has been approved by us as a permissible admixture to allow cold weather installation of masonry at the above referenced project.This product is NOT a liquid antifreeze, which was spectf'calty identified in our specifc0ons as Inappropriate for use here. Sincerely, Rainer Koch DIp Arch (Lon) NCARB OF Principal c.,c, Maurtce Michaud, Scott Construction Company 36 css6X P4ed, IPSWiCh, MaSSaChUSM 019M-2532 tet hone: (978)356 SM fe Irnfje: (978) 356 9171 aleoIrunic: kach.archKwsOverizot.not Y /1.e..t✓yam ......... � � Q C� 1 I i Y tt a NORTH own of 6 Andover 0 M^ cc% No. &017 t~= 0 CoC�A lover, Mass., I)cn— 03 �co I �,qs°4areo P*p At CF . l�,a-2- BOARD OF HEALTH f rL...... n _� Food/Kitchen Septic System • .r BUILDING INSPECTOR THIS CERTIFIES THAT... Z" "Ti ... �- 1�4t— I.......�...Cc>astr......lk.. -,. "�?�...... •• Foundation has permission to erect t! !fir.."". y k buildings on ...7�} lrr! !!-? ..� �`............. Rough to be occupied asS. ..w ... ......... ---------- Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final, this office, and to the provisions of the Codes and By-Laws relating to the Inspectiory Alteration and Construction of Buildings in the Town of North Andover. 44- 4L.-4.=l1W 1AJW- ptik im PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. rst.C.�..ti Rough PERMIT EXPIRES IN 6 MONTHS F�n� CONSTRUCTION STARTS ���,, � ELECTRICAL INSPECTOR S c-SSORfj-, ` ROB 9 :P 11�y, ................. ...... .................•---..............-----....--• Service SUEDBUILDING INSPECTOR PENDING - Final . �'µ.��~��-==---0ccgp a T Permit Required to Occupy Building g GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner C•S . t, o�.G�"17 Street No. SEE REVERSE SIDE] Smoke Det- NORTH own of . . over 0 - �+ No. c3O "j o = dover, Mass., �_ • 03 �d I coc MiCrC�C � ` . L4 ss�O2 ApRATED APB` �C) 9,S H E� BOARD OF HEALTH Food/Kitchen PERMIT T Septic System . BUILDING INSPECTOR THIS CERTIFIES THAT...RT.P0!a� . ... . ......�S..�OI�- ......C�_.A .!!��/l�c.��.1��k..4�.+.5"�t�G.. Foundation has permission to erect *ttam .buildings on.._ ga. �/! !V ,1�.�...J� � .......... Rough to be Occupied k!P .. ....�.— . !! W...+-'t.f'1".. ... -- --- Chimney provided that the person accepting this permit shall in every respect,confofim to the terms of the application on fife in Final this office, and to the provisions of the Codes and By-Laws relating to the lnspectior; Alteration and Construction of Buildings in the Town of North Andover. 'O'r,/�L�v,� PV4%-CM PLUMBING INSPECTOR %r V'i%&$ I-*•m %v%w Me Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. e�c � PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STARTS ' ? ELECTRICAL INSPECTOR �$ �L��E�� Rough ---•................. ....... Service - BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building lnspector. Burner C•S . e,` o�,c�1'7 Ira u Z r S X0 A •�. ����` Q �� Street No. SEE REVERSE SIDE �•l O Smoke Det. ................ . .. ... ...... --- ....................... ........... ,t40RTiLj Town o Andover No. &O 17 CO�T,[��,X CN, dover, Mass ., 03 �2�p "I"N o OfATED 14 BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR THIS CERTIFIES THAT...R*rk0%x ..... Foundation has permission to arect.?*A4w.4s.44.y. tP--4buildings an... ............ Rough to be occupied as x w4% of ► -Wz�so-%14— Chimney ........... ........................................... provided that the person accepting this permit shall in every respect.confoTm to the terms of the application an file in Final this office, and to the provisions of the Codes and By-Laws relating to the lnspection, Alteration and Construction of Buildings in the Town of North Andover. pvllk-42"k PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. &we_CA...p I RoughFinal PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR M-IrRucl ioN Rough ......... Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTN412QT Until Inspected and Approved by the Building lnspgctor. Burner o�L(X 17 Street No_ SEEREVERSE SIDE e. Is�a Is Smoke Det. ...... ........................ .......... .......... vkORTFi a o Andover wn f No. &0 CON vl��o 0 ' lover, Mass., o3 I coc-ir T, P'1' BOARD OF HEALTH Food/Kitchen PERMIT T H D . Septic System 0 BUILDING INSPECTOR THIS CERTIFIES THAT...BYKA&P v. O . ...... ... ..... . . ......S.....z....F.T.....N Foundation has permission to erect-1%A%v-4..4 1:----�bulldings an... ..... Rough to be occupied as Chi=ey provided that the person accepting this permit shall in every respect-confofm to the terms of t6'application-o"Wfile'in Final this office, and to the provisions of the Codes and By-Laws relating to the lnspectiiory Alteration and Construction of Buildings in the Town of North Andover. 4*=%%^LSfAjW PVqV-C'V% PLUMBING INSPECTOR ti VIOLATION of the Zoning or Building Regulations Voids this Permit. am,& I 4M RoughFinal PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION STARTS CNTROL ELECTRICAL INSPECTOR q... Rur.1014 Rough ---------------�..& om z ..... ......... Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place an the Premises — Do Not Remove Ro Fi ugh nal No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Insgedor. Burner 17 ir-om -.. I vzxoAe —a.e. a-ft't'r Is-a Is ---A Street No. SEE REVERSE SIDE I Smoke Det. II Town of North Andover o °oT, Office of the Building Department or 6�bf ' y' ° Community Development and Services Division * s a 27 Charies Street North Andover, Massachusetts 01845 �sS�CHU°'t� D. Robert 1Vicetta `Telephone(978)688-9545 Fax (978) 688-9542 Building Cominissionel' February 7, 2002 Mr. Maurice Michaud Scan Construction Company, Inc. 12 Rogers Road Haverhill,MA 01835 RE: Mr. Suzy Car Wash 740 Turnpike Street Dear Mr. Michaud: This is to confirm our telephone conversation of approximately 2 PM on February 06, 2002. Foundation Permit Number 307,dated December 03, 2001 is the only permit issued for this project. Building construction is not allowed under this permit.. The Building Permit application required other drawings and supporting documentation for review prior to the issuance of the Building Permit itself. The drawings and documentation was not received until the afternoon of January 31, 2002, THE BUILDING PERMIT FOR THIS PROJECT HAS NOT BEEN ISSUED . However,the masonry walls of the structure are approximately 75% complete with out benefit of the building permit or notification that work was on going to the building department. Mr. Michaud, you made the statement that you were using"anti-freeze"in the mortar mix when asked why the cold weather precautions were not being taken. I am of the opinion that you are in violation of the Massachusetts State Building Code 780 CMR 2112.3 --Cold-Weather Construction. It was evident,yesterday,that you did not agree with this determination and I respect your opinion in this shatter, However,then,please refer to Division 04 MASONARY of the Technical Specifications as prepared by Koch Architects for the project. Pursuant to Division 04,Paragraph METHODS, Item 05 "Do not use antifreeze agents,masonry cement or calcium chloride" --- Scott Construction Company, MT. Michaud as agent,have not followed the specification of the Architect for masonry construction for the project. As such,Mr. Michaud, the purpose of this correspondence is to reaffirm the verbal STOP WORK ORDER that was issued on February 60'. Scott Construction Company, Inc. is to submit a report, acceptable to the building department, that the masonry structure as constructed will meet the Arcl tedural Specifications and the Massachusetts State Building Code. It was noted that there are two(2)signs erected on the property. One sign is a construction sign and the other is a temporary"coming soon" sign. Both are in violatim of the Sign By-law,not BOARD OF APPEALS 688-954I BUILDING 688-9545 CONSIUWATION 688-9530 IJEALTH 688-9540 PLANNING 688-9535 applied for nor permitted. They are to be removed immediately upon receipt of this of this correspondence. Thanidng you for your cooperation in this matter, I remain, Yours truly, D. Robert Nicetta Building Commissioner CC:Heidi Chiffir,Director CD&S Enclosure: Copy Foundation Permit No: 307 (12 03, 2001) CERTIFIED MAIL: 7000 0520 0021'5970 9856 ...................... ORTH Town o o Anoverd � 3��,�,� 0 No COWROL CONSTRUCTIOR KE 0 ndover, Mass., ,C�E 0 Co KE ICK 01% 'rr=D P"? SSRC 1315 IT FOR EXCAVATION AND FOUNDATION THIS CERTIFIES THAT ................................................. . . ....... has permission to excavate and pour foundation at ....7f;?..-V.14e �W5lftev1................................... for the purpose of..._r—V W—w Z'4 r_�..*..-F C>"*,,.T>M 4,—Cq,.A;,-f::-k-M.--14,7z--- -—-------------------------------------- The person accepting this permit must return to the office of the Building Inspector a certified plot plan show of building thereon before Foundation Will be inspected- VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS The holder of this Foundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. CONTROL OCL t.. o G 17 WNSTRUCTIOR .. ...... ...... S PEC 1'0 P, ----------- -------------------- i ATLANTIC REALTY TRUST PO Box 3039 * Andover, MA 01810 * P: 978-470-8257 * F: 978-470-2690 'Ia 6 February 12, 2002 Mr, D. Robert Nicetta Building Inspector Town of North Andover 27 Charles Street North Andover, MA 01845 RE: 740 Turnpike Street Carwash Dear Mr. Nicetta: Thank you for taking the time to speak to me this morning regarding the carwash and allowing me the opportunity to address some of the concerns that you have. In light of the insurgence of a very quick cold front,we would like to suggest the following to address your concerns about winter conditions. I. We would immediately seek your authorization to do the staging and tenting of the interior walls. 2. Upon completion of the interior walls,we would construct the exterior staging along the front of the building to tent and enclose this entire area. 3. This would enable us to heat the area as required, If this proposal meets your requirements,we would begin work this Wednesday February 13. In addition, today we have contacted GSI technical engineers. They are currently in the process of locating a probing device that will analyze the strength of the mortar joints. It appears that if a machine can be located, they will begin the testing tomorrow. It is our intention to have the engineer provide you with preliminary information the day of the testing and then a final report as soon as practically feasible. I have asked the architect and the contractor to specifically certify that they have not used any liquid antifreeze on this job. Once the interior walls have been tented and properly heated the contractor proposes to provide rebar as required by code and shown on the plan for the interior petitions.These areas will be filled with concrete all to be completed within standard engineering practices. E I j i I I Bob, I would respectfully request that upon preliminary evidence from our structural engineer that the wall mortar masonary passes the appropriate strength levels that you provide us with the building permit. As always,I appreciate your guidance and cooperation I regarding the construction of thi project. Sincerely your's,,. ) Atlantic Realty T Est Lours P. Minicucci Manager _ .. NO RTy oVM OfE Andover O . 5-. [AA No. &0 c * _ O r^ L F lover, Mass., ���.. o3 01 •QA COC�jC `4 ,q °Rare o P, S H � BOARD OF HEALTH Food/Kitchen 1JERMIT T D . Septic System • ,� BUILDING INSPECTOR THIS CERTIFIES THAT---Wri^ 'etc•... 0 . .. ........................................... lk. •,. --------------- Foundation has permission to erectMA%a.-ft!q �}buildings ... . � .......... Rough to be occupied asS -��.�rSF'_-..M+ ! .F'�C�x• r.fk ..�P `�. . -. W .�` "'...................... Chimney provided that the person accepting this permit shall in every respect confofm to the terms of the application on file in Final this office, and to the provisions of the Codes and By--Laws relating to the lnspectiory Alteration and Construction of Buildings in the Town of North Andover. pwctm PLUMBING INSPECTOR TW i%tta�� T �!e� �C Rough c VIOLATION of the Zoning or Building Regulations Voids this Permit. ewC �.. W � ras:) PERMIT EXPMES IN 6 MONTHS Final UNLESS CONSTRUCTION STARTS i�'"uii ELECTRICAL INSPECTOR Rough - ..... w_.... Service .... ..... .... .... BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner C•S . e. o;.G9'17 Street No. SEE REVERSE SIDE Smoke Det. p RTy INl'-'�17. Town o � ndover * z _No CM)WROL o ndover, Mass_, O � lAr[F COC. CrEWI K A0RATED P" `1:5 SSACHU5 FOR EXCAVATION AND FOUNDATION THIS CERTIFIES THAT ..j :+r ►? le. L 'Ca Sas�t i (! - - ............................•--._....- , has permission to excavate and pour foundation at .._71 P._:7 4�e P k-6 Ste--.................................. for the purpose of....-`vW—& -Q �--- c.c � �a� .. .: llf ...4�JmlS�...................................... The person accepting this permit must return to the office of the Building Inspector a certified plot plan show of building thereon before foundation will be inspected. VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS The holder of this Foundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. CONTROL C•S• OCL `fit O G 17 CONSTRUCTION liIJII•I?INCi lNSPEC-I'OR ... _ _ _ ... Town o � Andover �.., ,o . . 6 .x No-30 Cfj4TRO1_ ~ �° COf4S s Rirl7;vN - yo - KE O� ndover, Mass. COC?ICHEwtGK V- �AADRATED ISS�CHLISIT FOR EXCAVATION AND FOUNDATION THIS CERTIFIES THAT ..f :.r�:+�? �_ 1c L`j' ... [ Sa.Z t sTiz.....�io*.D has permission to excavate and pour foundation at ...7.' P. �? ..................................... for the purpose of.... +<i1aQr-' .. i��c.t �? �a�Iti?_. lL.:ce'JFf�..4:�11.^1�-: ............................... The person accepting this permit must return to the office of the Building Inspector a certified plot plan show of building thereon before Foundation will be inspected. VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS The holder of this Foundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. CONTROL BUILDING 1NSPECTOA i Mister Sudzy - Car Wash North Andover MA T I�ECHNA L C SPECIFICATIONS Client SUDS Development LLC Andover MA Architect KOCH ARCHITECTS Ipswich MA Contractor SCOTT CONSTRUCTION CO Haverhill MA A a� o. ��'�LtT4 QF Mt November 08 2001 z Mister Sudzy - Car Wash North Andover MA TABLE OF CONIZ'IV1"S Division 1 -General Requirements 01010 Summary of Work 01030 Alternates, Alternatives and Substitutions 01040 Coordination 01060 Regulatory Requirements 01061 Utilities Notification 01062 Code Classification and Reference 01090 Reference Standards 01200 Project Meetings 01300 Submittals 01400 Quality Control 01500 Construction Facilities and Temporary Controls 01600 Materials and Equipment 01700 Contract Closeout Division 2-Sitework 02100 Site Preparation 02200 Earthwork 02500 Paving and Surfacing 02525 Curbs 02580 Pavement Markings 02720 Storm water Drainage System 02900 Landscaping Division 3-Concrete 03100 Concrete Formwork and Accessories 03200 Concrete Reinforcement 03300 Cast-in-Place Concrete 03370 Expansion Control, Finishes and Sealers Division 4-Masonry 04100 Mortar and Masonry Grout 04150 Masonry Accessories 04230 Reinforced Unit Masonry 04460 Lime Stone Division 5-Metals 05500 Metal Fabrications Division.6.-Wood and Plastics 06010 Lumber 06050 Fasteners and Adhesives 06100 Rough Carpentry 06122 Plywood 06180 Glue Laminated Timber 06190 Prefabricated Wood Joists and Trusses 06200 Finish Carpentry 06220 Millwork 01 Mister. Sudzy - Car Wash North Andover MA Division 7-Thermal and Moisture Protection 07150 Damp proofing 07180 Water Repellent Coatings 07190, Vapor and Air Bartlers 07210 Building Insulation 07220 Roof and Deck Insulation 07311 Asphalt Roofing Shingles 07460 Siding, Cladding and Trim 07530 Single Ply Membrane Roofing 07610 Metal Roofing 07620 Metal Flashing and Trim 07710 Pre-fabricated Gutters 07720 Roof Accessories 07900 Sealants and Joint Sealers Division 8-Doors and Windows 08100 Steel Doors and Frames 08110 Exterior Door Set-Ups 08220 Interior Door Set-Ups 08300 Special Doors 08400 Entrances and Storefronts 08600 Wood and Plastic Windows 08700 Hardware Division 9-Finishes 09100 Metal Support Framing 09250 Gypsum Board 09510 Ceilings 09540 Special Wall Surfaces 09650 Resilient Flooring 09900 Painting and Staining Division 15-Mechanical 15400 Plumbing 15500 Heating and Ventilating Division 16-Electrical 16400 Service and Distribution 16500 Lighting 16720 Fire Alarm System End of Table of Contents 02 XoC/// An, 11frrf r 1 Mister Sudzy - Car Wash North Andover MA DIV1'S1'ON 01 GENERAL REQURW1MMS 01010 SUMMARY OF THE WORK 01. Site development of a 3.96 acre lot including wetland replication o2, Construction of site retaining walls and rainwater storage culverts 03. Construction of a new 5 296 GSF (main floor area)car wash facility including an automatic wash tunnel, two (2) laser machine wash bays, three(3) self service wash bays and related off lee, toilet, mechanical and storage areas 01030 ALTERNATES, ALTERNATIVES AND SUBSTITUTIONS 01. These specifications identify industry material by name and item, which are proven to be the most Appropriate material or product for each of their specified application. 02 Substitution requests by the contractor will be ignored, unless one of the following conditions are satistled: 1. Request is due to an "or Architect approved equal" clause 2. Specified material or product can not be coordinated with the work 3. Specified material or product is not acceptable to governing authorities or codes 4. Substantial advantage is offered to the client/owner in terms of cost, time or other valuable considerations 03. Requests for substitutions shall be made to the architect in triplicate copy, identifying the product or material to be substituted by specification reference and drawing number 01040 COORDINATION 01. It is the contractor's responsibility to coordinate all work and obtain approvals as required during the project progress, from the client and architect, or their designated consultants or advisers. 02. The general contractor shall be responsible for the coordination of all sub-contractor's work and their performance. 03• Where building systems, such as structural,mechanical and electrical, are to.be performed on a. DESIGN-BUILD basis, it is the general contractor's responsibility to coordinate this work with the; construction documents provided by the architect, obtain all,state,and municipa.i..approva(s and` subsequently coordinate such construction and'installation between all trades. 01060 .REGULATORY REQUIREMENTS 01, Ail work shall be performed in accordance with all applicable codes, including but not limited to the following: 1. CMR 780 Massachusetts State Building Code 2. Local zoning, planning and conservation and historical commission regulations 3. State and local plumbing code 4. State and local electrical code 5. NFPA 101 - Life safety code 6. CMR 521 - Regulations for the use of building by the physically handicapped 7. OSHA-Standard#29 -CFR - 1926.59 8. ADA-Standard #28-CFR-36 02. The contractor is required to maintain current information on trade unions jurisdictional matters, regulations, actions and pending actions;and administer/supervise the performance of work , in a manner, which will minimize possibilities of disputes, conflicts, delays, claims or losses. 03 • /�ocr r`�i•c-/�f�c-/T Mister Sudzy - Car Wash North Andover MA j 01061 UTILITIES NOTIFICATION 01. The contractor must notify"Did-safe" by telephone, prior to performing any earth moving operations, including:digging, trenching,boring, site demolition, excavation, backfilling, grading or explosive work in all public ways and private properly. 02. Notification by telephone shall be made in MA, ME, NH, RI, VT, at 1-888-344-7233, 72 hours prior to the commencement of the work, so that existing underlying utilities can be identified and field marked. 01062 CODE CLASSIFICATION AND REFERENCE 01, Building Name: Mister Sudzy Car Wash 740 Salem Turnpike, Route 114, North Andover MA $ 02, Floor Areas: Main Floor 5.296.GS.F Mezzanine 1 284 GSF (unfinished, not occupied) 50 LBS/SF posted Live Load 03. Use: B- business 04, Type of Construction 3 B (noncombustible/combustible- unprotected) 05. Occupancy Load 25 (max. inside building) 01200 PROJECT MEETINGS 01. The contractor shall schedule and hold meetings throughout the process of the work, at regular intervals;make arrangements for meetings, prepare agenda with copies to participants, preside at meetings, record minutes and distribute copies within one (1) week to the architect, owner and participants and those affected by decisions made. 02. When required in individual specification sections, prior to commencing the work of that trade, hold a pre-insiallation conference at the work site, if possible in conjunction with the regularly scheduled project meeting. The attendance of parties directly affected, is necessary and the' responsibility of the general contractor. 0& The owner reserves the right to call for conferences commencing with the date of substantial completion and continuing for one(1) year thereafter, for the purpose of inspecting the work and to plan corrections of any deficiencies or failures discovered during this period. 01300 SUBMITTALS 01, Provide the architect, through industry standard submittal procedures, with shop drawings, product data, samples, manufacturer's instructions and certificates for review and/or approval. 02. Shop drawings are required to be submitted for all shop fabricated assemblies and systems. 01400 QUALITY AND CONTROL 01. It shall be the contractors responsibility to monitor quality and control over suppliers, manufacturers, products, services, site conditions and workmanship, to.produce the work, 02. The contractor shall verify all dimensions, as well as the site conditions and report any discrepancy to the architect before ordering materials and proceeding with the work. 03. All work shall be controlled as per section 116.0 of the commonwealth of Massachusetts state building code (sixth edition). 04. The contractor shall provide temporary bracing and shoring against wind forces, earth forces and all construction loads throughout the work. 04 >�OC� �f'G�lf�GfT 3 j i Mister Sudzy - Car Wash North Andover MA 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01, During the construction period the contractor shall provide the following temporary facilities and controls. A. Temporary utilities: electricity, lighting, heat, ventilation, telephone service, water and sanitary facilities. 8. Construction aids: hoists, cranes, scaffolding and platforms, swing staging and first aid. C. Temporary enclosures, barriers and fencing. D. Temporary controls: progress cleaning, dust control, erosion and sediment control and surface water control. E, Security F. Construction parking control, police details and traffic signaling. G. Removal of temporary utilities, control and facilities, 02. The contractor shall clarify and coordinate with the owner, which temporary facilities are incidentally providing by the owner, and may be available to the contractor during construction, 01600 MATERIALS AND EQUIPMENT 01. The contractor shall be responsible for all stored material, products and equipment on site, 02, Control shall be exercised by the contractor for all scheduled deliveries and material storage, particularly items that are flammable, hazardous, easily damaged or sensitive to deterioration, theft and other losses. 01700 CONTRACT CLOSE-OUT 01. After completion of the work , including the operation of all mechanical and electrical systems , in compliance with the required codes and to the satisfaction of the owner and architect, a certificate of substantial completion will be issued by the architect, 02, At the time of substantial completion, the contractor shall deliver to the owner all written and Implied extended warranties and operating/maintenance manuals. 03. The owner and the architect will issue a combined punch list of Items for completion by the contractor . Final payments of contract amounts or retainages will be made upon completion of the 'punch list items. 04, At receipt of final payment the contractor shall provide the owner with a release of liens statement for all work performed, in connection with this project. 05, The contractor is responsible for the final cleaning of the building, prior to occupancy. This includes glass areas, storage and utility rooms, toilets and all exterior site areas which were part of this contract. 06. At the completion of all work, the contractor shall remove from the site all temporary facilities and construction. End of Division 01 General Requirenmeht 05 ��C� �1''GI1f�eCfT 1 Mister Sudzy - Car Wash North Andover MA DIVISION 42 SHE WORK j 02100 SITE PREPARATION 01. Take down and dispose off-site, trees, shrubs and vegetation in the areas, identified on the drawings or as specifically directed by the owner or architect, interfering with the proposed buildings, site improvements, drives and parking areas. 02, In the areas of the proposed buildings and site improvements, strip all top soil and stock pile on site in appropriate areas or as otherwise directed. 03, Install erosion control devices as per the site engineering drawings and specifications. -- 04. Provide dust control during all time of site and earth work. 02200 EARTHWORK EXCAVATION 01. Contractor to remove all topsoil in the areas of site improvements and buildings and stock pile on site for future use, as directed by the architect. 02. Subsoil excavation shall be to elevations, grades and dimensions as shown on the drawings, plus ample space for construction operation and inspection of excavation and the foundation system. Footing and foundations must rest on undisturbed material, with no loosened and softened zones and must be free from standing water. 03. Excavation for exterior footings shall be to undisturbed soil at a minimum of four(4)feet below finished grade or as indicated on the drawings. Footings interior to the building shall be as shown on the drawings, 04. Provide excavation and backfill for all utility lines, including crushed stone borrows and concrete encasements where required, and as shown on the site improvement drawings. 05. Slope sides of excavated areas to respond to the prevailing soil stability and comply with local codes and ordinances and all OSHA Regulations for construction worker's safety. Where sloping is.not possible due to space restrictions or stability of excavated material, provide shoring and bracing. Provide professional engineering for shoring and bracing system designs. 0& Contractor to be responsible to remove and legally dispose of all unsuitable soil and fill material from site. It is not the contractors responsibility to remove soils and materials declared CONTAMINATED. FILL_ MATERIALS 01, Building foundations are designed for a soil bearing capacity of 2 tons(4000 lbs/sf) per square foot. 02. Structural fill, as founding material.for paved areas, foundations and slabs;is assumed to be clay soil materials, composed of hard, durable particles with less than 5% non-plastic fines. Structural fill shall be free of clay lumps, rock or gravel larger than 2"in diameter, organic and vegetable matter, wood, brick, debris, trash, frozen materials and any other material, which are deemed to be unacceptable to the architect. 03, Common fill shall be well graded mineral soil, substantially free of organic materials, loam, wood trash and other objectionable materials which may be compressible or which can not be compacted properly. Common fill shall not contain snow or frozen material, nor contain stones larger than 6" in diameter. 04, The use of on-site soils as common fill is permitted, provided, that the water content can be controlled to achieve compaction of 92%MDD. 05, Crushed stone borrow material shall be composed of a uniform blend of durable, hard rock particles and shall be free of organic and vegetable matter, wood, concrete, masonry rubble, debris, trash, frozen materials and any other material, which are deemed to be unacceptable to the architect. 06. Gravel base for paving shall be a uniformly graded mixture of crushed stone, or crushed and un- crushed gravel, free of organic and vegetable matter, wood, brick, debris, trash, frozen materials and any other material, which are deemed to be unacceptable to the architect. 06 �DC� �f'CIIffP-CfT Mister Sudzy - Car Wash North Andover MA FILL MATERIALS (continued) 07. Topsoil shall be spread at least 6"deep, friable clay, loam material and be reasonably free of subsoil, clay lumps, stones, weeds, roots, objects over 2" in diameter and other objectionable material. t '' 08• Where rocky ledge is encountered above the required frost depth, the concrete footings or foundation walls or beams, shall be formed directly onto this ledge and pinned with #5, 12" long reinforcing bars at 4'-Q" on center. 09, Protect the base of all excavated areas against freezing, where atmospheric temperature is less than 35 degrees F. FILL SCHEDULE 01. Compact all fills to the Maximum Dry Density(MDD) specified for the individual applications below and in accordance with ASTM D 1557 and ASTM C 136: Site Grading: Common fill for green areas and site grading in 12" loose'lifts, compacted to 90%MDD Footings: Structural fill in 8" loose lifts, compacted to 95%MDD Beneath slabs-on-grade: 8"thick structural fill, compacted to 95%MDD Over structural fill place Emil polyethylene vapor barrier Over vapor barrier place a 2" layer of compacted, dampened, course sand Backfill against foundation walls and footings: Common fill in 9" loose lifts compacted to 92%•MDD Beneath pavement sub-base: Common fill in 9" loose lifts compacted to 92% MDD Pavement: 9"thick gravel sub-base beneath all roads and pavement areas, compacted to 95%MDD. Pipe bedding, working mats, curbing: Install one continuous, leveled, 9" thick layer of crushed stone at trench bottom and compact to 95% MDD. (Crushed Stone Borrow) 02500 PAVING AND SURFACING ASPHALT PAVING 01. Furnish and install asphalt concrete paving, MDPW Type I-1, in the areas shown on the drawings and consisting of the following layers: New areas: Binder Course Two(2)Inches Wearing Course One (1) Inch 02. All asphalt/cement mix shall be in accordance with AASHTO T195. 03. Saw cut existing roadway paying.and patch new paving at entry drives. ASPHALT CURBS AND BERMS 01. Asphalt concrete curbing shall be machine formed, STANDARD CURB or CAPE COD BERM as indicated on the drawings. Asphaltic/cement mix shall match the wearing course mix of adjacent paved areas and be in accordance with AASHTO T195. 02525 CURBS PRECAST CONCRETE CURBING 01. Provide and install 4000 PSI concrete curbing, 6"thick,18" high with a battered edge, in 36" long sections. Also include internal and external radlied pieces for all corners. 02. The top and battered face shall be sponge finished. 03. All sections shall be set in a cement borrow with two, self aligning steel dowels for a mortarless joint connection. 04. For curbing lay-out and design, refer to the site engineering drawings. 07 fiCOc� �1't%�lfGCf T Mister Sudzy - Car Wash North Andover MA 02580 .PAVEMENT MARKINGS 01. Provide labor and material for pavement markings, fines and symbols as shown on the drawings. 02. All paint shall be reflectorized traffic paint, conforming to federal specification TT-P-115C, Class A. 02720 STORMWATER DRAINAGE SYSTEM 01. Provide all material and labor for the installation of a stormwater drainage system with gullies, grates, drain lines, out-flows, retention ponds, drainage swales and connections to the existing municipal stormwater drainage system (if existing), all as show in design and specific specifications on the site design drawings. 02900 LANDSCAPING 01. Provide all material and labor for the installation of special soils, sod, grass and hydro-seeding, ground cover, plant material, trees, soillbed edging systems, irrigation devices and systems, temporary staking and snow.damage protection all as shown in design and specific specification on the landscape design drawings. End of Division 02 Sitework 08 X'Or'111' ecf-r Mister Sudzy - Car Wash North Andover MA D.IMON 03 CONCRETE 03100 CONCRETE FORMWORK AND ACCESSORIES 01. For unexposed planer surfaces use: exterior type Douglas Fir Grade B-B(concrete form) Plywood conforming to NBS PS-1 of 3/4" minimum thickness undressed lumber No.2 common or better Before re-using forms withdraw nails and thoroughly clean surfaces which are to be in contact with the concrete. 02. For exposed to view planer surfaces use: Class 1 B-B High Density Overlay Plyform, exterior grade, not less than 5 ply nor less than 5/8"thick and conforming to US Product Standard PS-1-74 03. For circular piers use: 'A-coated`, spirally constructed fibre-ply SONG-TUBE in sizes/diameters as shown on the drawings 04. For concrete pier foundations at the light pole bases use: 24"diameter, ...GA galvanized, corrugated steel drainage piping in full lengths, as a permanent formwork and exterior finish. 05, Form ties shall be factory fabricated, snap-off steel ties. Use ties with set-back cones for exposed concrete. 06. Universal form release agents shall be mineral oil or chemically neutral, water insoluble, containing no waxes or silicones and have a low sulfur content. V. Waterstops shall be extruded shapes formed of virgin polyvinyl chloride, with a minimum tensile strength of 1900 PSI, 200 %elongation coefficient, and have fabricated, fully seamed corners. 08. Filler strips for expansion joints shall be non-extruding type conforming to ASTM D1751. 03200 CONCRETE REINFORCEMENT 01. Deformed reinforcing bars in sizes, shapes and lengths shall be as shown on the drawings and conform to ASTM A615, Grade 60. 02. Concrete slabs shall be reinforced with welded wire fabric (WWF 6x6 1.4x1.4)conforming to ASTM A185. Use fiat sections only. 03. Concrete cover of reinforcing steel shall be as shown on the drawings, as specified by ACI 318, or as follows: . footings 3" . foundation walls, grade beams 1-1/2" slabs on grade centered elevated slabs 1-1/2" above top of deck 04. Reinforcing tie wires shall be a minimum of 16 GA, annealed type. 05. Provide concrete embedded anchor bolts in sizes, shapes and quantities as shown on the drawings, complying with ASTM A36. 06. Concrete embedded, sill anchors for wood framed exterior walls, shall be hot-dipped galvanized, 12" long, 1/2" thick threaded bolt-with a 2" bend at one end and be placed at 6-0" o.c., with a minimum of at least two (2) bolts per sill piece and 12" from end and corners. Alternative methods of attachment, using expansion bolt anchors, epoxy set anchors or strap ties need to be submitted to the architect for approval. 07. At the joints between existing and proposed concrete/foundation walls, install 16" long, #5 bars at 12" O.C... Drill bars into existing concrete and set with non-shrink grout. 08. Provide and install all chairs, bolsters, bar supports and spacers in sizes and shapes to firmly support all reinforcing during concrete placement. 09 �f�C� �I'�fll�C'Gff 111 I Mister Sudzy _ Car Wash North Andover MA 03300 CAST-IN-PLACE CONCRETE 01. All concrete footings shall be place on undisturbed soil or controlled compacted back-till, having a minimum bearing capacity of 2 tons per square foot. 02. All concrete work is to be in accordance with the Governing Building Code requirements for reinforced concrete, ACI 318 and specifications for structural concrete for buildings ACI 301. 03. All concrete shall be quality controlled, normal weight, air-entrained concrete, meeting an ultimate compressive strength of 3000 PSI in 28 days. The cement content shall be at least 564 LBS/CY. 04. Concrete for site retaining walls shall be quality controlled, normal weight, air-entrained concrete, meeting an ultimate compressive strength of 4000 PSI in 28 days. The cement content shall be at least 564 LBS/CY. 05. Maximum allowable concrete slump shall be 4". 06. All concrete exposed to weather shall have 6% (+l- 1%) entrained air. 07, Cold weather concreting precautions shall be submitted for approval, along with concrete mix designs. 08. Protect newly placed concrete against low and extremely high temperatures and against rapid loss of moisture, as per ACI 306 and ACI 305 latest edition. 03370 EXPANSION CONTROL, FINISHES AND SEALERS 01, At concrete wall surfaces exposed to view, remove all fins and loose concrete and fill all honeycombed surfaces, stone pockets and other irregularities, immediately after the removal of forms with cement mortar. Mortar color to match adjacent surfaces of the exposed concrete. 02. Interior concrete floor slabs shall be steel trowel finish and provided with a concrete sealer. Submit floor hardener/sealer for approval. 03. Provide wall construction joints at a minimum of 50' intervals, as needed to control cracking and/or differential settlement or as differently shown on the drawings. Provide shear transfer dowels and galvanized steel key-way sections at construction and control joints. 04. Provide expansion control joints at the floor slabs,1/4" wide and 1"deep, at 30' intervals or in locations as shown on the drawings, These joints may be saw cut within 48 hours of concrete placement or by using removable strip Inserts. 05. Exterior slabs, sidewalks, ramps and steps shall be broom finish, perpendicular to the direction of travel, to achieve a non-slip surface. Provide non-slip steel nosings as inserts at each step. 06. Install at the joint between the slab edge and foundation wall a 4"wide,1/4" thick STYROFOAM expanded polystyrene filler, with'a 1/2"wide tear-away cut,on one side, as manufactured by DOW CHEMICAL CO. End of Division 03 Concrete 10 /1-OGfT- �f'GJllff'Cf r Mister Sudzy - Car Wash North Andover MA DIVISION 04 AWOAW 04100 MORTAR AND MASONRY GROUT MATERIALS 01. Portland cement conforming to ASTM C150,Type I or Type Ili (in cold weather), free from water soluble salts and alkalies. Cement shall not exhibit efflorescence when tested in conformance with ASTM C67. Cement colors to be selected by the architect from standard, available choices. 02. Aggregate - brick mortar clean sand, washed, uniformly well graded conforming to ASTM C144 - concrete masonry clean sand, washed, uniformly well graded conforming to ASTM C144, 100% passing through#8 sieve with no more than 25%passing through #50 sieve, and with a fineness modulus maintained at 2.25+/-0.10, light in color and obtained from a single source, grout conforming to ASTM C144, for fine aggregate and ASTM C404, size 8 and 89. 03. Lime to be approved brand plastic hydrated, Type S, conforming to ASTM C207. 04. Water to be clean and fresh without contaminants. 05. Admixture as a waterproofing compound shall be a HYDROCIDE powder. MORTAR MIXES 01. Provide quality controlled, normal weight, site-mixed mortar complying with ASTM C270 and /or ready mixed prepackaged mortar complying with ASTM C1142. 02. Mortar mix property specificatioh§shall be as follows: Masonry Mortar Type '.'below grade or in contact with the earth . M reinforced and loadbearing masonry . S exterior and interior masonry above grade . N 03. Mortar mix for fire brick shall comply with ASTM C199. GROUT MIXES 01. Provide quality controlled site-mixed portland cement grout complying with ASTM C476 and 1 or ready mixed, prepackaged grout complying with ASTM C94. 02. All grout shall have a compressive strength of 3 000 Ibs/sq. inch at 28 days and a slump of 8 to 10 inches. METHODS 01. All mortar joints shall be tooled CONCAVE, unless otherwise directed. Trim-off mortar burrs and dress masonry surfaces after tooling. 02. To prevent color variations, do not re-temper mortar containing color pigments. 03. Use mortar within two hours of mixing at temperatures of 90 degrees Fahrenheit or two and a half hours at temperatures under 40 degrees Fahrenheit. 04. Discard all mortar or grout, that has partially set. 05. Do not use antifreeze agents, masonry cement or calcium chloride. 11 �OC� �l'G�{fCCf r Mister Sudzy - Car Wash North Andover MA 04150 MASONRY ACCESSORIES 01. Install masonry weeps(by leaving vertical mortar joints open for drainage) at shelf angles(lintels) and above grade, in both conditions directly above sill flashing, and at 24" o.c.. 02, Provide extruded rubber vertical wall construction I control joints at a minimum of 20' intervals at walls with frequent openings 25'intervals at walls with no openings, to control cracking and/or differential settlement. Use#RS SERIES Rubber Control Joints, in sizes as required to match wall thickness, as manufactured by HOHMANN & RARNARD and complying with ASTM D-2000 2AA-805. 04230 REINFORCED UNIT MASONRY (CMU) 01. All concrete masonry shall conform to the requirements of the American Concrete Institute, 'Building code requirements for concrete masonry structures",(ACI 531-79) and commentary (ACI 531 r-79, revised 1983). 02. Concrete masonry units(CMU), shall be of solid, two core or three core, standard weight (min. F'm 1500 PSI), single wythe, running bond construction, in sizes as shown on the drawings and conform to ASTM C90, grade N-1 and ASTM C90-75. Surface finishes, textures and colors shall be as follows: texture color smooth common natural split face color I dark grey {/ A-7 accent split face color Il natural 03. All reinforcement for CMU walls shall be new billet steel, conforming to ASTM A615, grade'60.' 04. All reinforcing lap splices, including dowels, shall be lapped 40 diameters of the larger bar or 24 inches, which ever is greater. 05. Place vertical, bond beam and foundation dowel reinforcing in sizes and locations as indicated on the drawings. 06. Horizontal truss reinforcing shall be Standard, #9 bars(W1,7/W1.7) DUR-O-WALL truss and be placed 0 24"o.c.. horizontally (every third course), including all tees and corners as required. 07. All CMU cells containing vertical or horizontal reinforcing, shall be completely filled with grout. 08. Vertical foundation dowels shall be placed according to the drawings and to suit masonry core locations, 09. Provide wall construction/control joints at a minimum of 20'intervals at walls with frequent openings and at 25' intervals at walls with no openings, to control cracking and/or differential settlement. Provide MICHIGAN type control joint, pre-molded neoprene key-way or special tongue and groove units at such construction /control joints. 04460 LIMESTONE 01. Supply and install custom manufactured INDIANA LIME STONE 4"thick veneer pieces, (keystones) with a compressive strength of 4 000 psi, conforming to ASTM C170 Wall buff'color. End of Division 04 Masonry 12 Mister Sudzy - Car Wash North Andover MA DIVISION 05 AN 7ALS 05500 METAL FABRICATION MISCELLANEOUS METALS 01. All steel angle lintels, required or as shown on the drawings shall be according to the following schedule and comply with the requirements of ASTM A36, for steel shapes, plates and bars: Opening Size Lintel Size 4'-0" and under 4"x3-112"x1/4" 6'-0" and under 5"x3-112"x5/16" 8'-0" and under 6"x3-112"x5/16" 10'-0" and under 6"x3-112"x3/8" Provide one angle for every 4"width of masonry wall. 12'-0" and under W8x10 with 11"x3/8" plate welded to underside [for 12"thick masonry wall] 02. Provide lintels 12" longer than the masonry openings. Where lintels abut columns, provide structural clip connection. 03. Provide all angles, plates, anchors, bolts, inserts and sleeves, as may be required to attach miscellaneous metal items to the work of other trades to warrant the structural performance of such miscellaneous metal items. ' HANDRAILS 01. Fabricate and install steel pipe railings from 1-1/2" diam. tubular steel sections, with completely welded and ground joints, complying with the requirements of ASTM A36 and ASTM A53. 02. Wall mounted rails shall include cast iron support brackets, and be attached to the structural components of the wall. 03. All railings and guards shall comply with specific requirements of the governing building code, regarding horizontally and vertically applied loads. 04. Concrete floor/step mounted rails and rail posts shall be sleeved and set with an epoxy grout to a minimum depth of 8" below the walking surface. The rail posts may be attached with other approved methods. End of Division 05 Metals 13 i Mister Sudzy - Car Wash North Andover MA a DIVISION Of WOODANDMSYI7CS 06010 LUMBER 01. All construction lumber for studs, joists, rafters and headers shall be in sizes as indicated on the drawings and be#2 Hem/Fir, Grade-stamped, S-Dry, with a maximum moisture content of 19%, (or other surface dried wood species) 02. Minimum bending stress of all construction lumber shall be Fb1100 PSI and have a modulus of elasticity (E)of not less than 1 000 000 PSI. 03. Studs shall have an (Fc) parallel to the grain of 550 PSI or greater. 04. Pressure preservative treated lumber and /or plywood, shall bear the quality mark in conformance with AWPB Standard LP-2. with a maximum moisture content after treatment of 19%for kiln dried lumber and 15%for kiln dried plywood. 06050 FASTENERS AND ADHESIVES 01. Ali wood framing accessories(anchors, hold-downs, bases, seats, hangers, caps, connectors, straps, bracing,ties, etc,) shall be hot-dipped galvanized and in sizes as shown on the drawings or of structural capabilities appropriate for use, all as manufactured b,�SIM,PSON S R - IE , 02. In wood construction, consider all nailed connections'structural', Nails used shall be COMMON NAILS, in sizes and spacing as per the code required nail schedules. 03. Finish carpentry nails, screws, lag bolts and decorative nuts and bolts shall be appropriate in size, material and finish in each application. 04. Where shown on the drawings or as required by the relevant codes, provide exterior grade PHENOLIC RESIN ADHESIVE, or approved equal, for structural connections of construction lumber, plywood sheathing and decking. 06100 ROUGH CARPENTRY 01. All exterior, load bearing walls shall be constructed with 2x6 wood studs at 16" o.c.. 02. Interior load bearing and non-load bearing partitions shall be constructed of 2x4 wood studs at 16" o.c.. and as indicated on the partition type details. 03. Door and window headers shall be as follows, unless differently shown on the drawings: 4" interior partition 2-2x8 with 1/2" plywood sandwiched 6" exterior wall 2-2x8 build-up for insulation cavity 0 mezzanine construction 04. All wall sills, in contact with the concrete foundation system, wood framing members closer than 8"to grade (soil), roof top railing posts and all plywood sheathing at the flat roof areas shall be pressure preservative treated lumber and/or plywood. 05. Provide various blocking, edging, nailers, curbs, cants, grounds, strapping and furring as shown on the drawings or as may be required for the performance of other building systems. 06122 PLYWOOD 01, Exterior wall sheathing shall be APA rated 1/2" CDX plywood, with a minimum span rating 32/16, touch sanded and installed according to APA recommendations. 02. Roof sheathing shall be APA rated, Structural 1, exposure durability classified, Exposure 1, 5/8" CDX plywood, with a minimum span rating 40/20, touch sanded and installed according to APR recommendations. 03. Sub flooring shall be 3/4" tongue and groove CD plywood, with a minimum span rating 32/16,. touch sanded and installed according to APA recommendations. 14 -f'c�rf�cf.-r Mister Sudzy - Car Wash North Andover MA 06180 GLUED LAMINATED TIMBER 01. Laminated Veneer Lumber(LVL) sections, shall be in sizes as indicated on the drawings and be Microllam 1.9E having a minimum bending stress(Fb)of 2 600 PSI @ 12"deep sections, conforming to UBC Standard 25.17 sections 38 and 39. 06190 PREFABRICATED WOOD JOISTS AND TRUSSES 01. Pre-engineered and fabricated wood roof trusses, shall be in shape and layout as per the drawings, and conform in structural performance to all relevant load requirements of the governing building codes. Other structural components of this building are designed to accept these integrally braced trusses. 02. Contractor shall provide and install a complete system including but not limited to; structural - lumber,galvanized metal connectors, strapping, hurricane ties, bracing, blocking and any other accessories, required for the performance of the trusses. 03. The contractor is responsible for the approval of wood truss shop drawings, the architect will review these shop drawing for compliance with the design requirements. 04, All wood trusses shall conform to the requirements of the Truss Plate Institute (TPI) and the manufacturing specifications'of UBC Standard 25,17 sections 38 and 39, 06200 ' fHSHED CARPENTRY 01. Provide and install 4'x8'x1/2" thick CDX plywood backer panels for electrical and telephone distribution equipment. 02. Provide wood blocking and shin%where required, to warrant a level and plum installation of all finished carpentry work, 06220 MILLWORK 01, Moisture content of millwork shall be as follows: interior applications between 5 and 10 percent exterior applications between 9 and 15 percent 02. Provide and install select, #2 PINE exterior trim, fascia, frieze, corner, and soffit boards in sizes as shown on the drawings. All to receive a back-primed exterior opaque finish system. 03. Provide and install select, #2 PINE exterior door and window casing, trim, fascia, frieze, corner, and soffit boards In sizes as shown on the drawings. All to receive a back-primed exterior opaque finish system. 06300 WOOD TREATMENT 01, All wall sills, in contact with the concrete foundation system (footings, walls and slabs), wood framing members closer than 8"to grade(soil), roof top railing posts and all plywood sheathing at the flat roof areas shall be pressure preservative treated lumber and/or plywood. 02, Pressure preservative treated lumber and /or plywood, shall bear the quality mark in conformance with AWPB Standard LP-2. with a maximum moisture content after treatment of 19%for kiln dried lumber and 15%for kiln dried plywood. Preservative methods shall NOT include treatment with copper chromium arsenate. 06455 SIMULATED WOOD TRIM AND ORNAMENTS 01. Supply and install at exterior locations in sizes, designs and lengths as shown on the drawings, decorative DENTIL MOLDINGS, LOUVERS AND TRIM and BELOW WINDOW PANELING, made of high density polymer plastic, FYPON, with a Class-1 Fire Rating complying with ASTM E84, all as manufactured by FYPON MOLDED MILLWORK, or#2 or better pine sections, equivalent in size and profile and availble as factory primed manufactured industry standard products. End of Division 06 Woad and Plastics 15 // �J I Mister Sudzy - Car Wash North Andover MA a i DIWSION 07 THERMAL AND MOISMRE,PROMMON l 07150 DAMPPROOFING 01. Apply at all exterior surfaces of the foundation wall and at the buried column bases TUFF-N-DRI, a polymer enhanced, asphalt liquid-applied membrane, 8.1 Ibs/gal density (40mil dry coating) in air-less spray-on application as manufactured by TUFF-N-DRI. 07180 WATER REPELLENT COATINGS 01, Furnish and apply at the exterior face of all masonry and stone work, ENVIROSEAL DOUBLE 7, a clear, water based, spray-on penetrant, complying with ASTM E514, as manufactured by HARRIS SPECIALTY CHEMICALS. 07190 VAPOR RETARDERS AND AIR INFILTRATION BARRIERS 01. Install at all wood framed exterior wall surfaces, prior to finish I siding application TYVEK air barrier sheet as follows; 6.44mil thick, 28.0 perm rating, 200 g/sg m -24 hours water vapor transmission as per ASTM E 96 1500 secs/100 cc air penetration resistance as per ASTM El677 Class A, flame spread index as per ASTM E84-97a all complying with ASTM E283 and ASTM E1424, and as manufactured by DUPONT. 02. Provide and install (prior to all finish material installation) at all interior surfaces of exterior, insulated wall and roof areas, a continuous, Emil, 1.0 perm rating polyethylene vapor barrier. Refer to architectural details for exact location of this barrier. Secure all laps and tape around all penetrations and electrical boxes. 03. Provide and install directly above the compacted bearing surface of all slab on grade areas, a continuous, Emil, 1.0 perm rating polyethylene vapor barrier. Refer to architectural details for exact location of this barrier. Secure all laps and tape around all penetrations. h rr 07210 BUILDING INSULATION FOUNDATIONS 01. Install 24"x48"x2"thick STYROFOAM (R-10) rigid insulation boards at the foundation system, as manufactured by DOW CHEMICAL CO. Cut boards to fit as shown on the foundation details. 02. Provide and install at all exterior wall sills 6" wide, 1/4"thick, AMOFOAM SILL SEALER, as manufactured by AMOCO FOAM PRODUCTS CO. 03, Install at the joint between the slab edge and foundation wall a 4"wide,1/4" thick STYROFOAM expanded polystyrene filler, with a 1/2"wide tear-away cut on one side, as manufactured by DOW CHEMICAL CO. EXTERIOR CMU WALLS 01. Exterior wall insulation at the hollow CMU construction shall be loose fill PERLITE(R-12) insulation as per ASTM C549. 02. Supply and install between the furring channels at the exterior masonry walls, 3/4"thick(R-3) self supporting fiber batt insulation, complying with ASTM C 665, Type I II,-Class B and as manufactured by CERTAINTEED. EXTERIOR WOOD FRAMED WALLS 01. Provide and install at the exterior walls, 6-1/4"thick(R-19) kraft paper faced (as vapor retarder) fiberglass batt insulation, complying with ASTM C 665, Type III,.Class B and as manufactured by CERTAINTEED. 16 Mister Sudzy - Car Wash North Andover MA 07220 ROOF AND SOFFIT INSULATION 01, Roof insulation at the wood framed, pitched roof areas shall be 10"thick (R-30) kraft paper faced fiberglass batt insulation held in place with wood strapping or wire clips. 02. Roof insulation at the wood framed,cathedral roof areas shall be 10"thick(R-38 C) kraft paper faced fiberglass batt insulation held in place with wood strapping. 07311 ASPHALT ROOFING SHINGLES 01. At the pitched roof areas, provide and install 249 lbslsq, laminated shingle design (Architectural) asphalt, fiberglass reinforced roofing shingles as per ASTM D 3462, Class A Fire Resistance Rating, with a 25 year material warranty. Color to be selected by the architect from the manufacturers standard choices, 02. Install all roofing shingles as per nailing requirement of the governing building code but not less than 320 nails per square. 03. In addition to the roofing details shown on the drawings, provide cut shingles at valleys, closed hip shingles and self sealing, lapped shingles at ridge cap. 04. As underlayment for the asphalt roofing shingles install a 30 Ibs/sq-asphalt saturated felt complying with ASTM D226 and/or ASTM D4869. 05, Provide and install a 60mil thick, 36"wide, self adhesive membrane WATER AND ICE SHIELD complying with ASTM D1970, as manufactured by WC GRACE COMPANY, at eaves, ridges, hips, valleys dormer walls and joints with single membrane roofing areas. 07460 SIDING CEDAR 01. Provide and install at exterior wall surfaces a clear, 1/2"x6", kiln dried, grade A, WESTERN RED CEDAR beveled siding (clapboard siding). Install with a 4" exposure to weather and use 6d, 12.5 GA stainless steel siding nails. All to receive a back-primed exterior opaque finish system. 07530 SINGLE PLY MEMBRANE ROOFING 01. As a sub-straight for the roofing membrane, provide and install (mechanically fasten)1/4" thick, 48"x96" sheets, DENS-DECK(R-0.28), resisting a 60&90 Ibs/sf uplift as per FM Approvals and manufactured by GEORGIA-PACIFIC CORP. 02, Install at the chimey top, flat roof areas a 60mil, thick, fully adhered, single membrane EPDM roofing system, complying with ANSI/RAM 1PR-1, with a Class A, UL rating and Class I-90, FM rating. Including all necessary seaming, flashing, expansion rods and accessories particularly at corners, edges, roof drains, vent pipes, parapets, root hatches, crickets, expansion joints and railing posts. This roof system shall have a 15 year material and installation warranty. 07610 METAL ROOFING SEAMED 01. Provide all material and labor for a 16 GA seamed copper roof system at the CUPOLA ROOF as shown on the drawings. 07710 PRE-FABRICATED GUTTERS 01. Furnish and install in locations as shown on the drawings a pre-engineered .040"thick aluminum industrial gutter system, including 6"x6" troughs, support brackets, expansion joints, end caps, 5"x6" rectangular down-pipes, matching elbows and wall brackets, all as manufactured by ALCOA BUILDING PRODUCTS. Color to be selected by the architect from the manufacturers standard choices, 17 1.001E A1V1 i1Yt'GfT Mister Sudzy - Car Wash North Andover MA 07720 ROOF ACCESSORIES PITCHED AREAS 01. At eaves install an 6-112"wide pre-formed .019" aluminum roof edge flashing with integral vent section DRIP EDGE VENT DEV 141, as manufactured by AIR VENT INC. Aluminum finish to be.selected from manufacturers (mill, white, brown)choices. 01. At eaves install an 6-112" wide pre-formed .019" aluminum roof edge flashing DRIP EDGE Style-D, as manufactured by AIR VENT INC. Aluminum finish to be selected-from manufacturers (mill, white, brown) choices. 02. At rakes install an 3-1/2"wide pre-formed .019" aluminum rape flashing RAKE EDGE, as manufactured by AIR VENT INC. Aluminum finish to be selected from manufacturers(mill, white, brown) choices. 03. At ridges in locations as shown on the drawings install a pre-formed .025" black paint finished RIDGE FILTER VENT Series FV101, as manufactured by AIR VENT INC. 04. At the joints between wall siding and shingle rooting install 5"x7"x.016" thick aluminum stepped flashing shinglestpieces. Weave each flashing piece into a corresponding roofing shingle to provide positive drainage away from the adjoining wall. 05, Install as detailed on the drawings a continuous 1-112"thick, 4" wide resin coated, honeycomb filter board eave vent, cut from HIGHPOINT VENT, SERIES 5, as manufactured by AIR VENT INC. 06. At eave soffits and parapet walls, install an 2" wide pre-formed .019" white finish, continuous aluminum vent strip AIR VENT STRIP SV 201, as manufactured by AIR VENT INC. 07920 CAULKING, SEALANTS AND JOINT SEALERS 01. At all exterior applications(joints between products and assemblies as detailed on the drawings) provide material and labor for the following sealants: A. Single component, gun-grade polyurethane sealant, conforming to FS TT-S-000227E, Type It, Class A and ASTM C920, with a minimum movement capability of+1- 25%, in manufacturers standard colors as selected by the architect. B. Two-part, self-leveling modified,polyurethane sealant for horizontal, level applications, pouring grade conforming to FS TT-S-000227E, Type I, Class A and ASTM C920, with a minimum movement capability of+1- 25%, in manufacturers standard colors as selected by the architect. 02. At all interior applications (joints between products and assemblies as detailed on the drawings) provide material and labor for the following caulking: A. One component acrylic latex caulking compound, conforming to FS 19-TP-21 M and ASTM C834, paintable within 24 hours of application,with a minimum moving capability of+/- 12.5%, in manufacturers standard colors as selected by the architect. 03. Where required for the performance of the sealant or caulking, install a compressible closed cell polyethylene or polyurethane foam rod as a joint back-up bead. Rod shall be 113 greater In diameter than the joint width. 04. Use bond-breaker tape and temporary masking tape, of types as recommended by the manufacturer of the specific sealant and i or caulking material used.Tapes to be completely free of contaminants which would adversely affect the performance of the sealant and caulking material. End of Division 07 Thermal and Moisture Protection 18 /FOCI �f'C717�CC�:� I Mister Sudzy - Car Wash North Andover MA i 1 DIVISION 08 DOORS AND WINDOWS 08100 STEEL DOORS AND FRAMES STEEL DOORS 01. Supply and install in sizes as shown on the drawings and schedules, flush, commercial type, 1-3/4"thick Interior doors, as per ANSI /SDI 100, Grade I, standard-duty(Level C) Model 1, having 20 GA steel faces, with a minimum STC rating of 32. 02. Door assemblies requiring a fire rating shall comply with ASTM E152 and carry the following UL label: construction assembly rating door fire resistance UI label designation one (1)hour 45 minutes C HOLLOW METAL FRAMES 01. Interior non-rated and fire resistance rated frames shall be 16GA steel, knock-down type, flush frames with die-mitred joints and having integral tabs for reinforcing and interlocking of jambs to head. " 02. Materials for frames, reinforcing, anchors, anchor clips and related items shall be prime quality cold rolled steel, conforming to ASTM A366. 03. Frame anchorage shall be as follows or of equivalent type, standard to the frame manufacturer; Metal stud partitions: 12GA steel Z-shaped clips, 1-1/2" up and down turned tabs Wood stud partition: 18GA steel with 3/4" high bendable strap for screw attachment Masonry partition: 12GA frame throat interlocking, T-shaped anchor with 2"wide corrugated stem, reaching at least 10" into the masonry Provide at least 4 anchors per jamb side. Fire resistive rated frame anchors shall comply with all UL requirements 08200 WOOD DOOMS 01. Provide natural wood doors of flush construction, conforming to AWI Section 1300, premium grade,Type PC-5 with particle board core and BIRCH plywood veneer faces, solid hardwood edges and catalyzed polyurethane factory finish. 08110 EXTERIOR DOOR SET-UPS FIBERGLASS DOOR AND WOOD FRAME 01. Supply and install in sizes as shown on the drawings and schedules, embossed, insulated doors, THERMA-TRU FIBERGLASS DOOR SYSTEM, doors, 1-3/4"thick, with a R-10.8 thermal rating. 02, Frames shall be for 6-9/16" wall thickness, of primed, single rabbet, select pine sections with kerfed back, including cut-in weather stripping at the jambs and aluminum HANDICAPPED sill with thermal break. Casings shall be applied after frame installation as shown on the drawings and as specified under Section 06400. 03. These entry door set-ups shall be SMOOTH-STAR SERIES, as manufactured by THERMA-TRU and available through BROCKWAY-SMITH COMPANY. 08300 SPECIAL DOORS 01. Furnish and install Insulated, upward acting sectional door model TC-20, TRI-CORE SERIES as manufactured by RAYNOR GARAGE DOORS. Door sections to be 3" thick with a polystyrene core and constructed of a 20GA exterior and 26 GA interior hot dipped galvanized steel skin as per ASTM A924 and A653. Surfaces to have a two-coat baked on polyester enamel finish over an epoxy primer. Provide all tracks, spring balances, seals, hardware, weather-stripping and locks for a complete system. Face panel color and texture to be selected by the architect from manufacturers standard choices. 19 �OCf �f'C�lf�CfT '' Mister Sudzy Car Wash North Andover MA 08400 ENTRANCES AND STOREFRONTS ALUMINUM FRAMING 01. Interior entrance framing shall be in sizes and layout as per the drawings, SYSTEM 450 extruded aluminum, stick fabricated system, with fixed glazing, manufactured by KAWNEER CO, or approved equal. ALUMINUM ENTRANCE DOORS 01. Entrance doors shall be extruded aluminum, pre-glazed, single acting, hinged doors of medium style-arid-rail type 350 SERIES as manufactured by KAWNEER CO, or approved equal. 02. All door hardware shall be standard to the door manufacturers system and include the following; pivot hinges 1"diameter pull handles(offset at double doors) V diameter push bars at full door width dead bolt cylinder locks and thumb turn flush bolts overhead door closer 15 ft-lbs max. opening force aluminum threshold sill and center stile sweeps ALUMINUM FINISH 01. Exposed aluminum surfaces shall-be Architectural Class I anodic coating, a minimum of 0.7mil thick and prepared with a mechanical M 12, chemical C22 pre-treatment. Anodized aluminum shall be CLEAR MILL finish. 08600 WOOD AND PLASTIC WINDOWS 01. Provide and install in sizes and combinations as shown on the drawings and schedules, rigid vinyl encased wood windows, complying with NWWDA-IS-2 and 4, including; 'High Performance Sun` insulating glass operating hardware Insect screens at operable sash mulled into sections as shown custom sized vinyl clad casing panels all as manufactured by ANDERSEN, Manufacturer's Model Numbers correspond to the Type Numbers, listed on the drawings as follows: Type it Model# 1 base CR 245 1 top j AW 31 2 P 3035 Transom /single A 31 Transom 1 double A 61 02. Installation of all window units shall be as per the manufacturers recommendations. 03. Color of exterior vinyl to be WHITE, interior wood frame and extensions(if used)to be unfinished clear pine. 04. Casings shall be applied after frame installation as shown on the drawings and as specified under Section 06400. 20 cl- ���crffecf r i I I Mister Sudzy - Car Wash North Andover MA i 08700 HARDWARE 01. Provide and install exterior and interior hardware sets, complying with BHMA 1301 requirements for material and finishes and all specific requirements for handicapped accessibility, as follows, Hardware Set- 1 [exterior double doors] 3 pair butts 1 lock set(lever handles) 1 dummy passage set 1 set of manual flush bdlts 2 closers 1 weather-stripping set (for double door) 2 door holders(flip-up type) 2 door stops (floor or wall mounted) 1 aluminum threshold (with thermal break) Hardware Set-2 [exterior doors] 1-1/2 pair butts 1 lock set (lever handles) 1 closer 1 weather-stripping set 1 door holder(flip-up type) 1 door stop (floor or wall mounted) 1 aluminum threshold (with thermal break) Hardware Set-3 [utility doors] 1-1/2 pair butts 1 lock set(lever handles) 1 closer 1 door holder(flip-up type) 1 door stop (floor or wall mounted) 3 silencers Hardware Set-4 [mezzanine storage areas] 1-1/2 pair butts 1 lock set(lever handles) 1 door stop(floor or wall mounted) 3 silencers Hardware Set-6 [toilet] 1-1/2 pair butts 1 privacy set(lever handles) 1 closer 1 door stop(floor or wall mounted) 3 silencers Hardware Set-6 [aluminum entrance 1 overhead doors] cylinders only (balance of hardware in Section 08400) 02. Hardware items for the exterior and interior doors shall be Satin Chromium plated, BHMA#626 (US 26D)finish. 03. Hardware items for the aluminum entrances shall be clear aluminum anodized, except for push bars and pull handles, which shall be Satin Stainless Steel,BHMA#630(US 32D)finish. 04. Product submittals shall be provided for all hardware items for approval by the architect. End of Division 08 Door and Windows 21 / 1 V 11I 7 1"VllX-1f"VI'f Mister Sudzy - Car Wash North Andover MA DIVISION 09 FIMSM 091110 METAL SUPPORT FRAMING (LMF) 01. Provide and install at the interior partitions, soffits and furred or build-down ceilings as shown on the drawings, 3-5/8" and 2-1/2" Q 16"o.c. 25 GA metal (light gauge) framing [Designation 358ST25 and 212ST251 and 7/8" Q 16"o.c. 25 GA hat-shaped metal furring channels Type CWC-25 at masonry walls. All conforming to ASTM C754 and ASTM C645. 02. 7/8" Q 24"o.c.. 25 GA metal resilient furring channels at fire rated floor construction, conforming to ASTM C754. 03. At all interior partition framing, reaching to and supported by structural floor framing with allowable deflection, above, provide and install a slipirack support, allowing a minimal of 1/2"deflection. 04. Provide and install all necessary materials, including studs, channels, runners, tracks,bracing and fasteners, for a complete system. To achieve the fire resistance rating, install the metal support framing as per the directions of the applicable UL DESIGNS. 05. As sound retardant treatment at the interior light gauge metal framed partitions, provide and install 3-1/2" thick, fiberglass bait Insulation. 09250 GYPSUM BOARD INTERIOR FINISH 01. Furnish and install at all interior wall surfaces and ceiling areas where indicated on the drawings, a taped, compounded and sanded gypsum board finish, Including all trim and accessory components as follows; Standard gypsum board, conforming to ASTM C36, 5/8" thick, with tapered edge and in lengths to minimize end joints Fire rated gypsum board, UL fire resistance rating, conforming to ASTM C367YPE X', 5/8"or 1/2"thick, with tapered edge and in lengths to minimize end joints 02. At partitions, which reach to and are laterally supported by structural floor framing with allowable deflection, above, hold down the gypsum wall board by a minimum of 1/2"from such structural elements. Install sealant at joints,as specified in Section 07920. 03, To achieve the fire resistance rating, install the gypsum boards as per the directions of the applicable UL DESIGNS and as a guide per the schedule below; WAILS one (1) hour rating one (1) layer each side CEILINGS two (2) hour rating two (2) layers with resilient furring channel at the underside of construction 09510 CEILINGS SUSPENDED ACOUSTICAL CEILING, 01. In areas as shown on the drawings furnish and install a complete acoustical ceiling, consisting of me u nsion s s#em and mineral fiber con ASTM E 1264, 02. TILES ._._ A. In toilet room and office,. 5/8" thick 24"x24"or 24"x48", Class A, flame spread, noncombustible wet formed, mineral fiber-panels, factory nished in white vinyl plastic coating on non-directional medium textured face, CORTEGA'Sguare Lay-in' #761, as manufactured by ARMSTRONG 22 K�C4y AI'`CiTffPCkf Mister Sudzy - Car Wash North Andover MA 03. SUSPENSION SYSTEM double web tee main beams, cross tees and edge moidings, having 15/16" wide; factory baked enamel, white faces, PRELUDE as manufactured by ARMSTRONG soft temper, pre-stretched, galvanized carbon steel wire, conforming with ASTM A641, with a yield stress load of at least three (3)times the design load but not less than 12 GA diameter, spaced at a max. of 48'o.c.. 09540 .SPECIAL WALL AND CEILING SURFACES 01. As interior wall and ceiling finishes install mechanically fastened .09" textured, fiberglass reinforced polyester KAL-LITE paneling and trim all as manufactured by KALWALL CORP. Follow manufacturers instructions for installation, to warrant performance. 02. As interior ceiling finish, install mechanically fastened .09" textured, fiberglass reinforced polyester, laminated to 1/2" plywood backing KAL-LITE paneling and trim all as manufactured by KALWALL CORP. Follow manufacturers instructions for installation, to warrant performance. 03. Colors and texture type to be-selected by the architect from manufacturer's standard choices. 09650 RESILIENT FLOORING VINYL COMPOSITION TILE (VCT) 01. Provide and install 12"x12"x1/8" thick vinyl composition tile, with solid color extending through its full thickness. Tiles shall be composed of vinyl resin, non-asbestos inorganic mineral fillers and colorfast pigments, complying with SS-T-312B(1), ASTM F1066 and ASTM E 648, CORTINA as manufactured by AZROCK INDUSTRIES and in colors as selected by the architect from manufacturer's standard available choices. 02. Adhesives for vinyl composition tile flooring shall be latex based, non-flammable in wet state, NFPA Class A rated, VOC compliant as per the tile manufacturers recommendations. 03. Sub-floor filler shall be a premixed, latex type as recommended by the carpet manufacturer. VINYL BASE 01. Vinyl base for resilient flooring areas shall be COVED homogeneous vinyl, 4" wide with 1/8" wall thickness, complying with SS-W-40, Type 2, in colors as selected by the architect from manufacturer's standard choices.' RUBBER 01. Provide and install at the stair treads, where indicated on the drawings and schedules, raised-stud, one piece synthetic rubber-NORAMENT-, nosing -tread - riser combination covers. Covers shall be Class B flame spread resistant and complying with ASTME84 and ASTM D2240, all as manufactured by FREUDENBERG BUILDING SYSTEMS, or approved equal. Tread cover colors as selected by the architect from manufacturer's standard choices, 02. Provide and install at the stair landings, where indicated on the drawings and schedules, 18"x18"x0.10"thick raised-stud, synthetic rubber -NORAMENT-, flooring tiles. Tiles shall be Class 8 flame spread resistant and complying with ASTME84 and ASTM D2240, all as manufactured by FREUDENBERG BUILDING SYSTEMS, or approved equal. Tile colors as selected by the architect from manufacturer's standard choices. 03. Adhesive for rubber stair treads and landings, shall be a two(2)-part epoxy adhesive#119 as manufactured by W.W..HENRY COMPANY and be installed as per manufacturer's recommendations. 23 �OC� �1`G�IfCCf� 1 Mister Sudxy - Car Wash North Andover MA 09900 PAINTING, STAINING AND CLEAR FINISH SYSTEMS 01. At the following exterior surfaces provide all material and labor for a three (3)coat [1 primer, 2 finish], Alkyd Modified Vinyl Acrylic Latex, SEMI GLOSS finished paint system, wood siding and trim wood lovers 02. At the following interior surfaces provide all material and labor for a three(3)coat [1 primer, 2 finish], Vinyl Acryiip Latex, EGGSHELL finished paint system; gypsum wall board @ wails and ceilings(except 0 toilet and locker room) 03. At the following interior surfaces provide all material and labor for a three (3)coat [1 primer, 2 finish], epoxy, MATTE finished paint system; gypsum wall board ® walls and ceilings in toilets, shower and locker rooms 04. At the following interior surfaces provide all material and labor for a three(3)coat 11 primer, 2 finish], Alkyd Modified Vinyl Acrylic Latex, MEDIUM GLOSS finished paint system; select pine window frames and sash 05. At the following factory primed interior surfaces provide all material and labor for a two(2)coat [2 finish], Alkyd, SATIN finished paint system; hollow metal doors metal door frames steel pipe railings 05. All paint colors and tones to be selected by the architect from manufacturer's standard choices. End of Division 09 Finishes DIVISION 15 MECHANICAL Work under this section is either directly specified on the Mechanical Drawings or specifications are provided as a separate issue for this work. V r�-& End of Division 15 Mechanical DIVISION 161:LECMICAL Work under this section Is either directly.specified on the Electrical Drawings or specifications are provided as a separate issue for this work. End of Division 16 Electrical 24 �OG'� �f'C�ffGrr.r� ... .Jana 5'wift {(�vir�J. ��tlrv�rrr 1VPatth�w J.A€�o€atl Govvrrtn! SOCI(3€ary Comrnfssioner November 20, 2001 Merrimack Engineering Services, Inc. 66 Park Street Andover, MA 01810 Re: North Andover—Route 114(Turnpike Street) Curb cut for Car Wash permit##4-2001-0186 Atha.: Robert C. Daley, P.E. Civil Engineer Tear Mr. Daley; This letter is being written in response to your letter requesting your modification t Permit #4-200 1.-0 186 to place nprap in lieu of a retaining wall on Massachusetts Highway (MassHighway)property. The Dista-ict has reviewed your submittal and is in agreement with your plan as revised OD November 13, 2001 showing the romoval of the wall Gram State Highway property, the wr *ng of guard rail from the existing guard rail into the driveway to meet the wall at the northerl location line and the placement of riprap behind the guard rail as shown on the attached plan. If you have any questions concerning this correspondence, please contact the Distflet Four Penn,its Engineer, Kenneth Ravioli at('181) 641-8451, Sincerely, Stephen T. O'Donnol I Ain �T1NiE DATE PM.-.. To _ .. ... JH00 FROELLAX 4 ....... . .. MH/nih E 1 A SIGNED l�l� s ��h�is�tt� Niitw� ; URGENT I. 641® , 00 �6MAILADDRESS W4LLGALL WA51N t ...ti -- `+JANT5T0� ��AGA1N _... �. CALL RETURNED J}SEAYO . �p"ONED 4 � AGK 4 �G...A�L ` BOARD OF BUILDING REGULATIONS h J License: CONSTRUCTION SUPERVISOR Numtfeilg :_ 6Z6517. {, Blrthd.ate!t 641954 Fx its} 011fl4 002 Tr.no: <131851 Restrictedq r:'.:1 {i.'MAYRICq C fVtICHAU4 � §,1 PEARL ST € f' METHUEN..MA 01844 Administrator } 00 35,000 of enclosed space i (MGL C.112 S.BOL) + 1A-Masonry only IG-1 &2 Famlly Homes rl FaAure to possess a current edition of the Massachusetts State Building Code la cause for revocation of.th€s license, DIG SAFE CALL CeNTER: (988)344-7233 _ i North Andover Building Department Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by IVIGL c 11, S 150 A. The debris will be disposed of in: (Location of Facility) /o, t Signature 'Perm'CApplicant CSC / Date NOTE. Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector 9 f'. The Commonwealth of Massachusetts Deparfinent of industrial Accidents Office of Investigations Boston, Mass. 02111 } Workers'Compensation Insurance Affidavit = Please Print Name: Lor,ation: City Phone Eam a homeowner performing all work myself. ElI am a sole proprietor and have no one working in any capacity 1 am an employer providing workers compensation for my employees working on this job. Company name: Address Ve>c:; d� Cite /� v l�1LL & ,4 O/FO-S Phone#: Insurance Co. ,16 LL G- 1 &L) Company name _ Address CI : Phone#: Insurance Co. POI.IGV# Failure to secure coverage as required under Section 25A or MGL 152 can lead to the Imposition of criminal penalties.of a fine up to$1,500.0o and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of($100.00)a day against me. i understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. f do herby certify un , he !ns and penalties.af perjury that the fnfomnafion provkled above is true and aoreat Signature /�� GG � Date Print name /� vc c��,Sd Phone Official use only do not write in this area to be completed by city or town official' ❑ Building Dept pCheck if immediate response is required Building Dept ❑ Licensing Board ❑ Selectman's Office Contact person: Phone ❑ Health Department ❑ Other FORM WORKMAN'S COMPENSATION o, OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL_ nA ,ar PROJECT NUMBER: PROJECT TITLE: MISTER SUDZY CAR WASH PROJECT LOCATION: NAME OF BUILDING; r , NATURE or PROJECT; ConstrWctlon of a new CAR WASH_FACQTY_.__ IN CORDANCE WITH J�ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, REQ15TRATION NO. 1✓I T�4> BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL, DESIGN FLANS, COMPUTATIONS AND SPEOIF'ICATIONS CONCERNING: ENTIRE PROJECT ® ARCHITECTURAL STRUCTURAL [] MECHANICAL I✓IRE PROTECTION ELECTRICAL n OTHER(SPECIFY)_ FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWu;-:GE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THM APPLICABLE PROVISION OF THE MASBACHUSErTS sTATF-BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY, I FURTHER CERTIFY THAT 1 SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITI-ON A REGULAR AND PERIOMC 13AGIS TO DETERMINE THAT THE WORK I$PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE SUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance t4 the design concept, shop drawings, samples t rnd other submittals which are+submitted by the contractor In accordance with the requirements of the constrU0100 documents. 2. Review and approval of the quality control procedures for all Made-required controlled materials; 3. Be present at Intervals appropriate to the stagy of constructlon to become, generally ramillar Wth6the progress and quality of the werk and to determInc, In general, If the work is peing performed In a.manner consistent with the constrvOlon dvcurnents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY , A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPE T R. UPON COMPLETION ti'4r, THE WORK, I SHALL SUMMIT A FINAL.REPORT AS TO THE SATISFACT'OR' '('Oi"APLF;Tt4)N AND READINESS OF THE PROJECT FOR Gl.1SIQNATp,AIVC . ((jj SUB 9R]Bt D AND 1, Pd ;l2i+fl TO BEFORE ME THIS LAY OF A OTARY PUCCIG My COMMISSION EXPIRES !l j OFFICE OF BUILDING INSPECTOR °'',...�.. TOWN OF NORTH ANDOVER C9N8TRU!9T10N CONTROL PROJECT NUMBER: 10823 PROJECT TITLE: MISTER SUDZY CAR WASH PROJECT LOCATION: 740 Salem Turnpike ( Route 114) NAME OF BUILDING: NATURE or PROJECT: Construction of a new CAR WASH FACILITY I' 3��GA✓�CORLIA WITH ARTICLE 11$ L71"THE M SSACHUSETTS 'STATE BUILDING CO©!;, �A REGISTRATION NCO. J-� ____� BEING A REGISTERED PROF'F:36I0NAL ENGINEER/ARCHITIE-CH HERF0Y CERTIFY THAT ) HAVL PREPARED OR DIRECTLY SUPERVISED THE: PRt:PARATION OF ALL DE:-,SIGN PLA ��0 OF�! � COMPUTA I'IONa ANU SPIFOIFIGATKONS CONCERNING: EDWArm M. � SA13I'3AC�1I �`; ENTIRE PROJECT Q ARCHITECTURAL 0 STRUCTURAL MECHANIC I I�uC rUf1A1- U> FIRE PROTECTION ELECTRICAL OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOVVL l-GE, SUCH FLANS, COMPUTATIONS AND$1RECIFICATIONC MEET THE APPLICABLE PROVISION OF THE MACCACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE r-NGINEERING PRATICI=S. AND APPLICAnt-E IAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND D EPRCSENT ON THE CONSTRuc'nON BITE ON A REGULAR AND PERIODIC 13ASIS TO DETERMINE THAT T HE WORK I$PROCI=F_F_DING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND -SHALL BE RFaPONSIBLE FOR THE.FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformanco to the design concept, shop drmvings, tomples sill other submittals Which are submittsd by tho contractor In accor-dance with the requirements of the conutnittlon documents, 2. Review and approval of the quality control procedures for all code-requifed controlled materials: 3. Se present at inlefvals appropriate to the stage of constructlon to become, generally familiar withSthe progress and quality of the work and to determine, In general, If the urork Is being performed In a-manner c.or0stent with the construction documents. PURSUANT'10 SECTION 118,2 .2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PF_RTINFNT CC3MMEMNTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT A5 TO-FNC SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. �BSP IC3ED AND SWO TO BEFORE ME THIS ,_,,.,GAY OF s �TUH 20 r .__ T Y PUULIG MY COMM15SION P)MIRES /* OFFICE OF BUILDING INSPECTOR op TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL . � 'sSACENgE4 PROJECT NUMBER: 10823 PROJECT TITLE: MISTER SLID Y CAR WASH PROJECT LOCATION: 740 Salem Turnpike (Route 1 1 4) NAME OF BUILDING: NATURE OF PROJECT: n IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, {rrr I r'1-/1 d l REGISTRATION NO. 9-Z. BEING A REGISTERED PROFESSIONAL ENGINEERIARCHITECH HEREBY CERTIFY THAT l HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL STRUCTURAL MECHANICAL FIRE PROTECTION ELECTRICAL OTHER(SPECIFY) 19 FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, S CH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS ANEW ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY, I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED 1N SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submlttal�';'." v' which are submitted by the contractor in accordance with the requirements of the constru t( tfi •` � , L documents. SULLIVAW , 2. Review and approval of the quality control procedures for all code-required controlled W a q �Y p � 127497 3. Be present at intervals appropriate to the stage of construction to become, generally fa � • Wth6the progress and quality of the work and to determine, in general, if the work is being Saar performed in a.manner consistent with the construction documents. d PURSUANT TO SECTION 116.2 .2 i SHALL SUBMIT WEEKLY , A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. r PO SIG1 rURE SUBSCRIBED AND SWORML TO BEFORE ME THIS r'{ DAY OF 1 v 't r 20 1 NOTARY PU -)_IC MY COMMISSION EXPIRES -1 c' Nov 12 01 08t29a AMORE ELECTRIC. 979-372-6492 P. 1 OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CQNSTRUCTIOH CONTRO PROJECT NUMBER: ------------ PROJECT TITLE,- PROJECT LOCATION., Ie AIPiI� l r. NAME of SUILOIMG; JZ v� NATURE OF PROJECT; A r VjjC119 W IN'ACCORL)ANCE '" WITH ARTICLE 1 t6 OF THE MASBACHLJSLTTS STATE BUILDINCI CODE;, GI$T"rION No. BEING A FREGISTERED PROFESSIONAL ENGINEERIARCHITECH HERO-BY CERTIFY T14AT I HAVE PREPARED OR DIRECTW SUPERVISED THE PREPARA-n()N OF ALL DESIGN PLANS, COMPUTATION$AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHI7'EOTURAL 0 STRt1CTURAL MECHANICAL ' rpn►4A1y4@T FiRP PROTECTIONX ELECTRICAL OTHER(SPI=CiFY) co FOR THE ABOVE.NAILED PROJECT AND` HAT.TO THE BEST OF MY KNOWLEGE,5UC` H-p ANg- LE WIRICI� NO.36069 STATE BUILDING CODE,ALL ACCEPTABLE COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MAS&AChEIISETTS p9� AND APPLICABLE LAWS AND ORDI ANCES FQRENGI NEERINO THE R POSED USE AND OCCUPA FS�lOMAL NGY, I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIUNAL SERVICES AND 5 EPRI SEAT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCErnFDINo IN ACCORDANCE WITH THE I)OCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1, Review, fof Conformance to the design concept, strop drawings,saMPICS and other submittals willch are SUbrrInted by the ContrBCtor In acCord9hCe with the r�e4ulrements of the cort9fruL'4'Fon dxumer•,ts. 2. Review and approval of the quality control procedures for all Code-required Controlled matorials. B. 8e prascnt at Intervals approptlater to the stage of oonstruCtion Io bpconre, generally familiar v4th6tha program And quality Of thevunrk and to determine In rgerreral, I►tha.ftrk is belhq performed in a manner Consistent with the construction documents. PURSUANT TO SECTION 110.2.Y 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOCETHI:.R WITH PERTINENT COMMENTS TO THE NORTH ANDOVEI,BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHAALL.SUBMIT A FINAL REPORT AS TO THE SAT ISPACTORY COMPLETION AND READINESS OF Thr:PROJECT FOR OCCU ANCY. SU88CRIBED AND SWORM TO BEFORE ME THIt3 r / - SI NATURE —..._ W DAY OF_ �'j C; 'V 26 Y I NOTARY PUML C MY COMMISSION EXPIRE8 CHERYL L. HEBE:RT »otary Public .,,,L.mcsior. Expires hoof, 2. 2006 OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT NUMBER: PROJECT TITLE, ILI' PROJECT LOCATION: i JV!� 14'4 NAME OF BUILDING: " NATURE OF PROJECT: 6 AT 4a,r IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, 2- 4 A-) j -7c" Z' y C REGISTRATION NO., BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL STRUCTURAL M L 172 FIRE PROTECTION ELECTRICAL OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES, AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with6the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents, PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY , A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. r . 77/ SIGNATURE ..SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF 20 j NOTARY PUBLIC MY COMMISSION EXPIRES COLLOPY ENGINEERING CONSULTANTS 65 AYER STREET METHUEN, MA 01W RESIDENCE: 695-7969 FRANCIS H.COLLOPY OFFICE IFAX: 978)685-8069 REG.PR0FFESI0HAL ENGINEEER CIVIL . STRUCTURAL. ` DYNAMICS November 8, 2001 Mr. Robert Nicetta Building Commissioner Town of North Andover 27' Charles Street North Andover, MA 01845 Dear Mr Nicetta: I am writing in regards to the design of the Floodwater Detention Facility at .the Mr Sudsy Car Wash site at. 740 Turnpike Street in North Andover, MA. As stated on my structural design plan, drawing S-1, dated October 25, 2001 and submitted to your Office by Scott Construction, I have designed the detention facility box culvert for a AASHTO H2O loading. This represents a truck axle load of 32, 000 pounds as shown on the enclosed diagram showing the various truck types for the H2O or HS20 load ratings . This is the standard . in the bridge design industry for the majority of State highways in the US . It is the design loading that box culvert manufacturers use on all their design 'specifications . If you have any. questions concerning this matter, please do not hesitate to call this office Sincerely, COLLOPY ENGINEERING CONSULTANTS COLLOP 2017`_ �, Francis H. Collopy, P.E. Structural Engineer Enclosure �� z i 18.2 Bridges 1 ft N! Wu it ;'N 20-30 inol. 2 Over 78- 90 inol. 7 Over 30•-42 inol. 3 Over 90-102 incl. 8 Over 42-54 inol. 4 Over 102-114 inol. 9 Over 54-601nol. 5 Over 114-120 incl. 10 Over W-"78 inol. 6 The lane loadings or standard trucks are assumed to occupy any position within their individual design traffic lanes which will produce the maximum stress. i11I. 14' Pjn 1� 8,6001b H2O-44 32,000-lboxle 6,0001b H15-44 24,000-lb axle . 4,0001b H12-44 16,000-lb axle -t-A In,per ton of t ' 0.1W 0.4W loaded weight WxwelQhtof loaded truck (a) 1 Ff f4' �� Vv 14',#n,3Q 20- � � 6' i+ 8,000lb HS4 32,000lb 32.0 00-I b axle of lane 3. 6,0001b HS15-44 24,0001b 24,000-Iboxle -f—Same as corresponding 0.1 W 0A W H-truck W-1 combined weight of first two axles ; V 1- variable, use.spacing which produces maximum.stress For deslan of stabs, centerline of wheel to be 1 ft from curb }' (b) Fig. 1 AASHTO truck loads. HS20 HSi5 ES H2O Hf5 Hf0 ;f it For moment: 18,000 13.500 9,000lb For shear; 26,000 19,500 13,000 j Uniform loode 640 480 320.plf per lone 4t i Fig. 2 AASHTO lane load. For continuous spans one additional concentrated load of equal weight to be placed in one other span in : such a position as to produce maximum negative moment. !' FOM U TOWN OF NORT11 ANDOVER LOT RELEASE FOR1,1 SUBDIVISION ASSESSORS MAP SUBDIVISION LOT(S) PERMANENT ADDRESS (ASSICNED BY D. P.W. ) STREET APPLICANT PHONE"vX" /zwc� 7 L106 DATE OF APPLICATION Ll',//o/ TOWN USE BLLOW TELLS LINE PLANNING BOARD > 6� APPROVED 1 DATI- .1 FLA_NNEV 6_/_ DATE REJECTED CONSERVATION COMMISSION DATE APPItOVED Q'NSERVATION ADHM— (f DATE REJECTED ZARD OF HEALTH APMOVED DA,rl, HEALTH SA AN DATE REJ E-CTED DEPARTMEk OF PUBLIC WORKS WAY--PER&I-1-T- ,i -/'WATER CONNECTIONS 4 ,iRE DEPT. RECEIVED BY BUILDING INSPECTION DATE This form shall be signed by the agents of r-he Planning and Health Boards, the Conservation Commission prior to the issuance of any building permits for the subject lot . This form shall not reteive Lhe applicant frolik the compliance of any applicable Town requirement or Bylaw. Jane Swift Kevin J. Sullivan Matthew J. Amorello Governor Secretary Commissioner PERMIT - NORTH ANDOVER Permit r: 4-2001-0186 Subject to all the terms, conditions and restrictions printed or written below, permission is hereby granted to ATLANTIC REALTY TRUST to enter upon the State Highway known as ROUTE 114 (TURNPIKE STREET) for the purpose of constructing a driveway approach to their property for a proposed car wash between stations 61+98 and 62+41 at the northerly location line and flaring to stations 61+76 and 62+61 at the edge of the roadway as shown on the attached plan. The drive/drives shall be surfaced with Bituminous Concrete, Type I and shall be comprised of a 3" glass i Bituminous Concrete Base Course and two (2) 1 1/2" courses of Class I Bituminous Concrete Pavement for a total depth of 6" with a foundation of at least 6" of compacted -ravel. The finished surface shall butt into and not overlap the existing highway ;rude at the road edge. The drive/drives shall be so graded that no water shall enter the layout star pond or collect thereon, including the roadway. The curb corners or radii may be painted at the time of installation. Said curb shall be painted yellow only. The burst shall be pt'aced in coninirctiou with or immediately before the cornpi-tior, o f,"he d ivewVv surfacilt-. ,itaminous curbing removed from within the proposed driveway limits shall be disposed of Outside tire.-State Highway location lines. Tlie Grantee shall install either granite or Bituminous concrete curbing oudaiiug, tire 4Arnits of ihe.dr•iveway approaches. The part of the drive/drives located within the limits of the State Highway shill? # e maintai.ed by the Grantee, at his own expense and to the satisfaction of the Ejistric t Highway Director or his representative. WORK HOURS: 9:00 A.M. thru 3:00 P.M.-IV16ndav thru Friday. Provisions shall be made For the safety and protection of Pedestrian Traffic during the construction period. It shall be the responsibility of the Grantee to provide access to the property of residents and business owners during progress of the proposed work. The work will be performed as per plans on file at the ivlassachusetts Highway Department Massachusetts Highway Department• District 4 . 519 Appleton Street, Arlington. ,WA. 02476 • (781;) 641-8300 i i District Four Permits Office. The Grantee shall notify the District Permits Engineer at (781) 641-8451, two (?) days prior to the start of work. The Grantee shall make contact with the Area Contract Specialist III via Pager (7:30 AM to 4:00 PM Monday through Friday OT LY) Pager Number (781) 495-7629, forty-eight hours prior to the start of work. No work shall be authorized without said notification. The Grantee shall notify Dig-Safe at 1-800-322-4844 or 1-888-344-7233 at least 72 hours prior to the start of work for the purpose of identifying the location of underground utilities. Dig-Safe # To be obtained prior to the commencement of work. A copy of this permit must be on the job site at all times for inspection. Failure to have this permit available will result in suspension of the rights granted by this permit. The Completion of Work Form shall be sent to the Grantor via certified mail as soon as possible after the completion of the physical work, All work shall be in compliance with the current edition of the "Massachusetts Highway Depanment ,Standard Specifications for Highways and Bridges", 1995 Metric Edition. No equipment, trucks, etc, shall occupy any part of the traveled way except betnvelen the hours of 9:00 A.M. and 3:00 P.M. No work shall be done under the terms of this permit-on Saturdays, Sundays or f-folidays, No work will be performed on the day beforo-or the dav•;aftcr'a lone weckend whi,.h involves a holiday on any highway, roadway or property under the control-of the ivlassachusetts Highway Department or in areas where the work would adversely impact the normal flow of truL'jc on the State Highway System, 'without permission of the District Higtlwa`/ Director or his Representative. Uniformed Police Officers shall be in attendance at all times while work is being done under this permit. All personnel who are working on the traveled way or breakdown lanes shall wear safety vests and hard hats, The furnishing and erecting of all required signs and traffic safety devices shall be the responsibility of the Grantee. All signs and devices shall conform to the 198S edition of the Manual an Uniform Traffic Control Devices (MUTCD). Cones and non-reflecting warning devices shall not be left in operating position on the highway when the daytime operations have ceased. If it becomes necessary for this Department to remove any construction warning devices or their appurtenances from the project due to negligence by the Grantee all costs for this work will be charged to the Grantee. Flashing arrow boards will be used at all times when operations occupy the roadway and shall be available for use at all times. All warning devices shall be subject to removal, replacement and repositioning by the Grantee as often as deemed necessary by the Engineer. There shall be a Reimbursable Number for State Engineering Personnel while inspecting this j ob. Free flow of traffic shall be maintained at all times. Two way traffic shall be maintained at wll times. When in the opinion of the Engineer, this operation constitutes a hazard to traffic in any area, the Grantee may be required to suspend operations during certain hours and to remove U,s equipment from the. roadway. The Grantee will be responsible for any damage caused by his operation to curbing, structures, roadway, etc. The Grantee shall be responsible for any settlement :w,hich may occur as a result of the work done under this permit. The Grantee shall.be responsible for any pcndin''o-fGrater which m-ay'develop within the State ' Highway Layout, caused-by this work. The Highwa-w surface shall be kept clear of debris at all times and shall.be thoroughly cleaned at the completion of this permit. At the completion of this permit, all disturbed areas shall be restored to a condition equal or similar to that which existed prior to the work. Any grass areas disturbed within the State Highway Layout shall be graded, loamed to a depth of 4" and seeded, If the existing guardrail is removed or damaged it shall be reset or replaced to Massachusetts Highway Standards. This work shall be performed by an approved contractor. It shall be tl,e responsibility of the Grantee to replace all pavement markings which have been disturbed by this permit. These pavement markings shall be restored within ten (10) days after this work is performed or as deemed necessary by the District Highway Director. Any bound marked MHB shall not be removed or disturbed. If it becomes necessary to remove and reset any highway bounds then the Grantee shall hire a Registered Professional Land Surveyor to perform this work. It shall be the responsibility of this land surveyor to submit to this office a statement in writing and a plan containing his stamp and signature showing that ID said work has been performed, \ Grantee assumes all risk associated with any environmental condition within the subject property and shall be solely responsible for all costs associated with evaluating, assessing, and remediatiog, in accordance with all applicable laws, any environmental contamination (1) discovered during Grantee's work or activities under,this permit to the extent such evaluation, assessment or remediation is required for Grantee's work, or (2) resulting from Grantee's work or activities under this permit. Grantee shall notify Grantor of any such assessment and remediation activities. This permit is issued with the stipulation that it may be modified or revoked at any time at t<tic discretion of the District Four Highway Director-or,his representative without rendering said Department or the Commonwealth.of Massachusetts liable in any way. The Grantee shall indemnify an save harmless the Commonwealth and its Highway Department against all suits, claims or liabi.li°t5..of every name and nature arising at any time out of or in consequence of the acts of the Grantee•in the performance of the work covered by this permit and or failure to comply with terms and conditions of the permit whether by themselves or their employees or subcontractors. AFP U4'._ANT'S REPRESEINTATIVIE: Dcr•.not J. Kelly(DJI(Associates, iric.) TELEPHONE NUMBER: (978) 474-19944 No 'Work shall he done under this perrn:t until the Grantee has communicated -with .,nd received instructions from the District Highway Director of the Massachusetts Highway Department at 519 Appleton Street, Arlington, MA 02475-7009. The-'Perm- it shalt be void unless the work herein contemplated shall have been completed before July 27, 2002. Dated fit Arlington this 27th day of July, 2001. Massachusetts Highway Department, By Stephen T. O'Donnell District Highway Director IYIN�ra�lz PROP. GUARDRAIL EXIST. R1 -1 TO RE R=30' SL S WL « f CIA c EXIST. GUARDRAIL r= I SYLL I TO BE REMOVED =LINE 61 -+-76 + 98 62 +41 -+ 61 B YL �_ — - ----- ---- ! N E PLAZA SOURCE: BASE PLAN MERRIMACK RECIEVED 1 : Ilom �r• '. \\ I ,. \p�\N� r •e:y:t-i K t T I, C>'h.gy is t 41, ' ;gure - N•6 Shoulder work with mrn J 0 lnC:r,Jr„ymrn; I i . r i MASSIrsir Jaw twit KOV(11 J. S1111hat) Completion oj'JVork MCTIJI-oceed trith ML work dawrMed 10% this Perini,, which hIlS /)(xn issued (4) -VOU hY MU AhIssachusetts Hi,(,,/ovqv Department (:LIassHiglmv.vl. t-ltre)llioll is SIUS' 10 the '"AWMe elllotivecl for COnlplel-i011 Ot'Suid IvOrk. ly Lilt extension ot'ibne is mquad or a%whons to �.,jjy of perillic 0' I ': nditions becomes lwc4Ssary. application for Such Changes should be made as soon as possible to the Di�m-icr � ,'gfv,vqv Director, POn COMP10hon "Me "vrk jvae)HI out thislIbmi undibinvarcl it to: Shissachusetts Highwuv Department, District Four, 519 ,4ppleton Street. .4rlington, m.-i 02476. IF THIS .4'OTICEIS ,VOTRETr,'R-"*E'n 'rL-r E LIjRILITYASSf-,',,WED UNDER THIS-PER.'WIT WILL CONTINVE. Department District Four Director. ---------------------- ---------------- ----------------------------------- ---------------------------- Duar :he aluf allillori--ed m.'a"cr the "erms cilia col dinolls hUS 001 Mnpleted .bl 41CCOrdtinCe -With Permit Signed: tit,, 11/05/2001 12:36 9784702690 NORTH ATLANTIC PAGE 03 001 TOWN OF NO1tTH AND0V)ER DIVISION OF PUBLIC WORKS 394 OSGOOD STRMT N' ORrx ANDOVEP,MASSACMJS1;-TTS 0184$-29og 14WRCIAK,I,TRZCTOR, P.E. Rmulhy J. W illeg 5'1s3,�',E���Irreer p4 ��Prh�g ;�ElepJ4orre (.�?8}6c4$-�ySO FLW(978) 688•9573 October 31,2001 Ana � Ms, Heidi Griffin Town Planner 27 Charles Street North Andover,MA,01845 RE: Car Mash 740 Tumpike Street Plan Revisions Aer Ms. Griffin: We have;eaeived the above referenced piaus by lerriinacn cering ciaterl October 26, 001. The changes to#ha building's IocatiaA do Aot conoem this o 8ice, However,it appears on,Sheet 3 that some of the Proposed retdWng wa11 encroaches on the State Highway,hway,which Mass Highway may object to, 'fie wall should be built vn private property ou1y. Very truly yours, Timotby . Willett Staff Engineer CC: Mil Hm=jaic Corr '01, Co i nc. DIVISION OF SCOTT COMPANY November 12, 2001 Ms. Heidi Griffin Director of Community Development Town of North Andover i 27 Charles Street North Andover, MA 01845 Re: Mr. ,Sudzy Car Wash Dear Ms. Griffin: Thank you for tatting the time to meet with us on Friday to iron out some issues on the y Mr. Sudzy Car Wash, 740 Turnpike Street. As per our discussion with you and Mr. Nicetta, Scott Construction Co., Inc. will not perform any work in the Mass Highway R. O. W. until a complete review of the modifications has been done by the Mass Highway Department. As further discussed, we will submit a building permit application for Mr. Nicetta's review upon its completion. Again, thank you for your efforts in achieving progress with this project. Paul Westcott Griffin/Mr.Sucizy/I 1 120 UH 1 B 395 Main Street Salem, New Hampshire 03079 '12 Rogers Road Wardhill, Haverhill, Massachusetts 01835 Telephone: (603) 894-4942 (978) 374-0034 Fax: (978) 373-6944