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Miscellaneous - 49 EQUESTRIAN DRIVE 4/30/2018 (3)
j E-a Ue5TR,gp IJP, Postal Service (DomesticCERTIFIED MAIL RECEIPT Only; ftp a o- ru Q' Postage $ • 9 7D CD O Certified Fee / S r �V Postmark C3 Return Receipt Fee / Here C3 (Endorsement Required) / O O Restricted Delivery Fee (Endorsement Required) O / ,l 'q Total Postage&Fees Ls Ln O Sent To -------- -•• ----------------------------------------------------------- r l -Q Street,Apt.No.; /n v✓ 1 ��� or PO Box No. [` City State,ZIP+� i Certified Mail Provides: 13 A mailing receipt 0 A unique identifier for your mailpiece '13 A signature upon delivery 13 A record of delivery kept by the Postal Service for two years Important Reminders: o Certified Mail may ONLY be combined with First-Class Mail or Priority Mail. o Certified Mail is not available for any class of international mail. 13 NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. O For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811�to the article and add applicable postage to cover the fee.Endorse mailpiece 'Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS postmark on your Certified Mail receipt is required. o For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". O If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT.Save this receipt and present it when making an inquiry. PS Form 3800,January 2001 (Reverse) 102595-02-M-0452 SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A Signa u item 4 if Restricted Delivery is desired. 13Agent ■ Print your name and address on the reverse X G, ❑Addressee :so that we can return the card to you. B?ReceivedN(Printed Na C. Dat pof/livery ■ Attach this card to the back of the mailpiece, L or on the front if space permits. 1. Article Addressed to: D. is delivery address different from Rem 1? P Y If YES,enter delivery address below: ❑No McDonough., Hacking&Lavoie, LLC Attorney Mark B. Lavoie, One Washington Mall 3. Service Type Boston MA 02108 13 Certified Mail 13 Express Mail ❑Registered ❑ Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (transfer from service label) ?002 0 510 0000 0894 2912 PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1 5Q UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • North Andover Building Dept 1600 Osgood Street Bldg 20 Ste 2-36 North Andover MA 01845 ���FSFF3i�4�3F�f3�Fiti�liilFiill�F!}S1FF;iFFi?iii}F�?IlFiii�i} Location�� No. f Date NORTIy , TOWN OF NORTH ANDOVER 3?O: . o : Iy00L � 9 Certificate of Occupancy $ s Nus EBuilding/Frame Permit Fee $ AC Foundation Permit Fee $ Other Permit Fee $ 131 Od TOTAL $ 131 Check #c9000j 20261 Building 4 ector r WDONOUGH, HACKING & LAVOIE, LLC COUNSELLORS AT LAW ONE WASHINGTON MALL BOSTON,MASSACHUSETTS 02108 website:www.mhlattys.com Rebecca L.Tobin,Esq. Direct Dial: (617)367-3822 Telephone 617-367-0808 email: rtobin(Dmhlattys.com Facsimile 617-367-8307 May 31, 2007 Town of North Andover Building Department 1600 Osgood Street North Andover, MA 01845 Re: Raquel Welsch and Wilfred Welsch v. Ray Kinoshita d/b/a RK Studio Architecture, Henderson-Johnson Co., Inc.,L.F. Leighton Enterprises, Inc., Zurich North America d/b/a Maine Bonding Company d/b/a Maryland Casualty and XL Specialty Insurance Company Essex Superior Court Civil Action No.: ESCV2005-00514 Dear Sir/Madam Enclosed please find a check in the amount of$118.00 for copying of documents requested in a Keeper of Records Notice dated for May 21, 2007. Thank you for your attention in this regard. Ve rtruly yours, VI - � ` ;L Rebecca L. Tobin RLT:ddr Enclosure y9 Commonwealth of Massachusetts ESSEX ss. SUPERIOR Court Docket No. ESCV2005-00514 RAQUEL WELSCH AND WILFRIED WELSCH Plaintiff M.R.C.P. vs. Rule 30(a) & Rule 45 RAY KINOSHITA D/B/A RK STUDIO ARCHITECTURE, HENDERSON-JOHNSON CO.,INC.,L.F. LEIGHTON _ ENTERPRISES,INC.,ZURICH NORTH AMERICA D/B/A MAINE BONDING COMPANY D/B/A MARYLAND �qV CASUALTY AND XL SPECIALTY INSURANCE COMPANY qti O Defendant OO�S�}<�s C°�y 9,9 ccOA�R6'09�F To: KEEPER OF RECORDS ti R NORTH ANDOVER BUILDING DEPARTMENT 1600 OSGOOD STREET NORTH ANDOVER,MA Greetings: YOU ARE HEREBY COMMANDED in the name of the Commonwealth of Massachusetts in accordance with the provisions of Rule 45 of the Massachusetts Rules of Civil Procedure to appear and testify on behalf of DEFENDANT, HENDERSON-JOHNSON CO., INC. before a Notary Public of the Commonwealth, at MCDONOUGH, HACKING&LAVOIE, LLC Attorney MARK B. LAVOIE ,No. ONE WASHINGTON MALL , in the City of BOSTON, MA 02108 , on the 21 ST day of JUNE , 2007, at 12:00 o'clock PM , and to testify as to your knowledge, at the taking of the deposition in the above-entitled action. * And you are further required to bring with you: SEE SCHEDULE "A" PLEASE CONTACT ATTORNEY REBECCA L.TOBIN AT(617)367-0808 SHOULD YOU HAVE QUESTIONS. Hereof fail not as you will answer your default under the pains and penalties in the law in that behalf made and provided Dated MAY 22 2Og7 , I MARK B.LAVOIE Attorne or DEFENDANT \ NV l Y.f � cdissiq�l /i o\� H ONE WASHINGTON MALL o_ Address = 2 wrrj: BOSTON,MA 02108 My Commission expires a City or Town /S ' AL-\N0 �� r COMMONWEALTH OF MASSACHUSETTS ESSEX, SS SUPERIOR COURT DEPARTMENT CIVIL ACTION NO. ESCV2005-00514 RAQUEL WELSCH and WILFRIED WELSCH ) Plaintiffs, ) V. ) RAY KINOSHITA d/b/a RK STUDIO ARCHITECTURE, ) HENDERSON-JOHNSON CO., INC., ) L.F. LEIGHTON ENTERPRISES, INC. ) ZURICH NORTH AMERICA d/b/a MAINE BONDING ) COMPANY d/b/a MARYLAND CASUALTY and ) XL SPECIALTY INSURANCE COMPANY ) Defendants. ) NOTICE OF TAKING DEPOSITION TO: Carlo Cellai, Esq. Jeffrey Alitz, Esq. Cellai Law Offices Donovan Hatem 355 Congress Street, Suite 2B Two Seaport Lane Boston, MA 02210 Boston, MA 02210 Kristin A. Hartman Bonner, Kiernan, Trebach& Crociate, LLP One Liberty Square Boston, MA 02109 Please take notice that at 12:00 p.m. on, Thursday, June 21, 2007, at the offices of McDonough,Hacking& Lavoie,LLC, One Washington Mall, Boston, Massachusetts 02108, the Defendant in this action, Henderson-Johnson, Co., Inc.,by its attorneys will take the deposition upon oral examination pursuant to Rules 30 and 45 of the Massachusetts Rules of Civil Procedure of the Keeper of Records of the North Andover Building Department, 1600 Osgood Street,North Andover,MA 01845 with respect to all records listed in Schedule A attached hereto. The Keeper of Records is to bring with him/her the records set forth in Schedule A. This oral deposition will be taken before Laplante &Associates,Notary Public in and for the Commonwealth of Massachusetts, or before some other officer authorized by law to administer oaths. The oral examination will continue from day to day until completed. You are invited to attend and cross-examine. PLEASE NOTE THAT THERE IS NO NEED FOR A PERSONAL APPEARANCE IF RECORDS ARE AUTHENTICATED AS TRUE,ACCURATE AND COMPLETE AND ARE FORWARDED TO THIS OFFICE ON OR BEFORE THE ABOVE DATE. PLEASE REFER TO SCHEDULE B AND FILL OUT AS APPROPRIATE AND CONTACT US IF THERE ARE ANY QUESTIONS. • Respectfully submitted, The Defendant, Henderson-Johnson Co.,Inc. By its Attorneys, jk,— � - J,6." Mark B. Lavoie, BBQ# 553204 Michael J. St. Andre,BBO#630278 Rebecca L. Tobin,BBO# 665286 McDonough, Hacking &Lavoie, LLC One Washington Mall Boston,MA 02108 (617) 367-0808 " RTIFICATE OF SE � � I hereby certify that l served a copy of the foregoing pleading on all parties by mailing same,postage prepaid,to all counsel of record. Signed under the pains and penalties of perjury.p� DATED: / l �_( Z U ca — s l - SCHEDULE A 1. All documents constituting, relating or referring to applications for the construction of the residence located at 49 Equestrian Drive,North Andover, MA("subject property") including,but not limited to: a. all building permits, including applications and approved permits; b. all documents provided to the Building Department from Wilfried and/or Raquel Welsch("Plaintiffs") including,but not limited to, construction schedules,plans, and approvals; C. all documents constituting, relating or referring to the identity of persons who inspected the progress of construction, including inspection notes, reports and other related writings; 2. All documents constituting,relating or referring to the subject property from 1995 to the present. 3. Any and all communications by and between the North Andover Building Department, Plaintiffs, Defendants, their agents, representatives, attorneys, and/or insurers, including but not limited to: a. Wilfried and Raquel Welsch, their agents, representatives, attorneys, and/or insurers; b. Ray Kinoshita, d/b/a RK Studio Architecture, its agents, representatives, attorneys, and/or insurers; C. L.F. Leighton Enterprises, Inc., its agents, representatives, attorneys, and/or insurers; d. Henderson-Johnson, Inc., its agents,representatives, attorneys, and/or insurers; or any other person/entity relating to construction of the subject property. 40 SCHEDULE B OFFICE RECORD CERTIFICATION This is to certify that the enclosed//- / pages and films are a true, exact and complete copy of the office records of North Andover Building Department for 49 Equestrian Drive,North Andover, and comprise a true, exact, and complete response to the documents subpoenaed pursuant to the Keeper of Records deposition notice. SUBSCRIBED AND SWORN TO UNDER THE PAINS AND PENALTIES OF PERJURY THIS DAY OF ) 2007. SIGNED: PRINT NAME: TITLE: DATE: TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAI RENOVAT OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUILDING PERMIT NUMBER: DATE ISSUED: / .. O O 13 1 .. ic SIGNATURE: A 0M cra4A",... —1 Building Commissioner/IREt&or of Buildings Date Z SECTION 1-SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map and Parcel Number: O j/r 4 / , Q J 4 D/D j j` Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposl5d Use Lot Area Fronts ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard } Required I Provide Required Provided Required Provided 30' /70' 30 ' Z ' 3D v 1.7 Water Supply M.G.LC.40.§34) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: D Public )W Private ❑ Zona Outside Flood Zone Municipal ❑ On Site Disposal System SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT rn 2.1 Owner of Record ff Q Sit led" e, it r1`Lt hdd✓u, P'l 0, , Name(Print) Address for Service: Signature t_ elephone O 2.2 Owner of Record: 0 Name Print Address for Service: Si store� Telephone 90 SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable ❑ Licen struction Superviso/r. 1 O 3'41 �n1 q �/`Y'L6T i &.y-rew j .M P1 f 2 3 License Number M Address 1j Wjo a Expiratiod Da r tgnature T lephone r 3.2 Registered /' /-/ Not Applicable 00 Ror S/ 0 Company Name 0 741 rn Registration Number r Add s O(r31 DD Z �r ✓ `J v A?J3 Expiration Date Signatutt Tel one SECTION 4-WORKERS COMPENSATION(MG.L C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yes......X No.......0 SECTION 5 Descri tion of Proposed Work check all applicable) New Construction X Existing Building ❑ Repair(s) ❑ TA5terations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: l SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be � i C bSL ONI.Y� x Completed by permit a licant 1. Building (a) Building Permit Fee 2(,0,0 DO{-- Multiplier 2 Electrical IJP Opp,— (b) Estimated Total Cost of Construction 3 Plumbing �, D 0 0 Building Permit fee(a)x(b) 4 Mechanical HVAC — 5 Fire Protection e _ 6 Total 1+2+3+4+5 39 ,?0 0 r Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN -OWNERS AGENT OR CONTRACTOR APPLIES FOR BUII.DING PERMIT / I, `y �r `a't`J 14 ,as Owner/Authorized Agent of subject property Hereby authorize J4.-1 i [`)'-VM11 4-h to act on My behalf,in all matters rel v to ork autho ed by this building permit application. -Signature of Owner Date SECTION 7b OW ORIZ D AGENT DECLARATION , 0 6A ,as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief / 01 6 Print Name Si ature of Own / e Date -' NO.OF STORIES SIZE ( sr ft-OV4 BASEMENT OR SLAB Je SIZE OF FLOOR TIMBERS A A IM A A 2 NDh 37 COro C/'t 6 s SPAN /1 61 DIMENSIONS OF SILLS /Z a DIMENSIONS OF POSTS n w DIMENSIONS OF GIRDERS J ee *Zei Ch h[trt HEIGHT OF FOUNDATION ;qy'e (j � THICKNESS /2 /1 SIZE OF FOOTING ZO X /D MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND ; G IS BUILDING CONNECTED TO NATURAL GAS LINE rej Location _7 No. 453 Date ��-- MORT+v TOWN OF NORTH ANDOVER Of••�•a '•.�1'O I 10. D ' Certificate of Occupancy $ �','••••• 't� Building/Frame Permit Fee $ sS Must Foundation Permit Fee $ ------- Other Permit Fee $ TOTAL $ C Check We6 14360 Building I for 4 Town . of E _ Aindover No. 3 ° A = IC dower, M Coass.,_ �� WOO °RATED o''P���S H � PERMIT - T. p D BOARD OF HEALTH Food/Kitchen Septic System THIS CERTIFIES THAT �. ..je ?� 1� / BUILDING INSPECTOR *1.......... .,l. ...... ................. has permission to erect. Foundation ......................... buildings on..... to be occupied as........SA.M. It •...•.l-. .• provided that the �" ...�. ..................... Chimney person accepts this permit shall in ei respect r �the " this office, and to the provisions of the Codes and By-Laws relaing to the I spectionerms Of t e nd ication on oln in Buildings in the Town of North Andover. � Final VIOLATION of the Zoning or Building Regulations Voids this, p y s PLUMBING INSPECTOR Permit. S Q 3 V j 000 Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR A4 Rough ..... ...........................................:........... ING INSPECTOR Service BUILD Occupancy Permit Required to Occupy Building Final GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remov Rough a No Lathing or Dry Wall To Be Done Final Until Inspected and Approved by the Building Inspector. FIRE DEPARTMENT Burner Street No. SEE REVERSE SIDE Smoke Det. ORTH Town . o oij!o 6 Ando ., 0 _ LAKE - O\ dover, Mass., COC MIC.11 WICK 1' 7�S�RATE0 F`PP���� 1; SgCHUS i` {Is; FOR � . EXCAVATION ANDFOUND THIS CERTIFIES THATC h ............................................. ...................................................*� ................. has permission to.excavate and pour foundation at a for the purpose of........... ,�. .,�! ....... I �1.� The person accepting this ermit �• • ... ...•'•"""""••• ••�•�,� ....... • . Ti`fil.. p must return i the office the Building Inspector a cerU 'plot lan of building thereon before Foundation will be inspected. �< P �_ 11W i 1 O VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXP S IN 6 MONTHS The holder of this Foundation Permit proceeds at own risk and without UNLESS CONSTRUCTION assurance that a permit for entire building structure will be granted. STARTS . ..................... BUILDING INSPECTOR __ � Town o � �.: tORTIy� . b - Andover _.a..�.� No. 8 / g o0 LAKEO, dover, Mass., • COCKICMEWICK AERATED O'Pp\y�5 �SSAC HUS�� FOR EXCAVATION AND FOUNDATION THIS CERTIFIES THAT w. l�'� �.•�f ti ..................................................wr i C ............................................................ ................ has permission to excavate and pour foundation at ...... ...... .. . �! w� ! 1�N for the purpose of............ � ,�. /��� ...... .. . .. ........... ................... -• The person accepting this permit must return to the office the Building Inspector a certi d plot plan show of building thereon before Foundation will be inspected. • dOW VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPf/,ra S 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. ................ BUILDING INSPECTOR FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. FILLS OUT THIS SFC T ION*********************** APPLICANT C1lr,4 'NC(SL� PHONE OO LOCATION: Assessor's Map Number PARCEL \ w SUBDIVISION LOT (S) STREET -57 a�cjlLy,`ati �r .� - ST. NUMBER �* OFFICIAL USE RECOMMENDATIONS OF TOWN AGENTS: CONSERVATION ADMINISTRATOR DATE APPROVED I 1 c 0 DATE REJECTED1. COMMENTS11. 17 TOWN/PLANNER DATE APPROVED DATE REJECTED, COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED "INTOR-HEAL DATE APPROVED_ DATE REJECTED COMMENTS T PUBLIC WORKS -SEWER/WATER CONNECTIONS DRIVEWAY PERMIT 1 G2. ' C,C�' 7-lam •'� ii FIRE,DEPARTNI NT%�C J. �J +'1110 0Jyp4 '7l�cojr— Pvec,( , /1) T � � r�''h j�/�1� s,�/►�.Z/Lfai (Si Je h d 4 P 40,P 0"rse A,5 A4, Y q�G RECEIVED BY EUILDItIC- ii ISPE TOR " DATE Revised 9\97 im W�mth �_ j� KGs r� Y`0� ulS MAI x N° 995 APPLICATION FOR WATER SERVICE CONNECTION North Andover, Mass. l Application by the undersigned is hereby made to connect with the town water main in Street, subject to the rules and regulations of the Division of Public Works. The premises are known as No. ��� 4 v! Street or subdivision lot no. ,:f��'_ C i11�(r `747. I,I er Owner Address Contractor Address pplicant's Sig at re C yu PERMIT TO CONNECT WITH WATER MAIN The Board of Public Works hereby grants permission to--T ✓-! to make a connection with the water main at �I C�Gl ��U subject to the rules and regulations of the Division of Public Wor . Street Board o Public Works By \ G ` Inspected by Date See back for rules and regulations Growth Management Bylaw Exemption Statement Town of North Andover Building Department This form shall be used to assist the Building Department in their determination of exemptions under section 8.7.6 of the Town of North Andover Growth Management Bylaw. The building applicant shall p as requested below. rovide all of the necessary information Name of Applicant an Building Permit(below) Address of Property for Permit(below) (�Ii�/a�iK9r `Va'/.IW4 / • • Map and Parcel : Purpose of Application (check belov P�$ e8jub o9p�,pq ant: x Single Family— g Y Two Family I the undersigned applicant for the above property attest that the attached building permit for which this form is completed does comply with the EXEMPTION section 8.7.6 of the North Andover Growth Management Bylaw. I also understand providing this form does not absolve me or an from the requirements of obtaining other permits required prior to the issuance of the Building Permitpermit Further I understand that my interpretation of the EXEMPTION status is subject to review by the Building Department and is only officially accepted when the Building Permit is issued. Based on section 8.7.6 of the North Andover Growth Bylaw the above lot and the work as applied for on the above lot, in the building permit application and associated attachments, complies with one or more of the following sections as indicated by a check mark. This is an application for a building permit for the enlargement,restoration,or reconstruction of a dwelling in existence as of the effective date of this by-law,provided that no additional residential unit is created. BylawThe lot(s)were/was created prior to May 6, 1996 are exempt from the provisions of this Section 8.7 of the Zoning . This application is for dwelling units for low and/or moderate income families or individuals,where all of the conditions of 8.7.6.care met and/or represents Dwelling units for senior residents,where occupancy of the units is restricted to senior persons through a property executed and recorded deed restriction running with the land. For purposes of this Section"senior"shall mean persons over the age of 55. This application is a part of a development project which voluntarily agreed to a minimum 40%permanent reduction in density,(buildable lots),below the density,(buildable lots),permitted under zoning and feasible given the environmental conditions of the tract,with the surplus land equal to at least ten buildable acres and permanently designated as open space and/or farmland.The land to be preserved shall be protected from development by an Agricultural Preservation Restriction,Conservation Restriction,dedication to the Town,or other similar mechanism approved by the Planning Board that will ensure its protection. adjaThis application represents a tract of land existing and not held by a Developer in common ownership with an cent parcel on the effective date of this Section 8.7 shall receive a one-time exemption from the Planned Growth Rate and Development Scheduling provisions for the purpose of constructing one single family dwelling unit on the parcel. This application represents a lot which is ready for building permits,(i.e, all other permits from all other boards and commissions have been received and the project is in compliance with those permits),and the Development Schedule does not accommodate issuing a building permit in that Year,one building permit will be issued per Year per Development until such time as the Development Schedule accommodates issuing building permits. Applicant must supply approved form U with this EXEMPTION. Please provide any and all information that would assist the Building Department in making a determination' that your application is allowed one or more of the above EXEMPTIONS. By signing below I attest to the accuracy of the information provided and that the attached building permit is allowed an EXEMPTION as cited above. Furt er I understand that the submittal of misleading and or inaccurate information, or the checking off an ab a item which does not comply, whether done to my knowledge or not, is grounds for refusal b g Department to issue a Building Permit. ignature o caner or Authorized Agent ho g t A ached Building Permit Cate This forth must be attached to the B din e i po application for such permit 11 Iw�'r The Commonwealth of Massachusetts Department of Industrial-Accidents Office of Investigations Boston, Mass. 02111 Workers' Compensation insurance,Affidavit Name Please Print Name: �/(�✓'�td/ 'VG .SGh LCcaticn: IeA y ^ //•�, cit/ N0174 OV" 44 Phone # I am a homeowner performing I work myself. I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. Comanv name: Address Citv: o u. hone �. Insurance Co. Policv m Comoanv name: Address City: Phone#- Insurance Co. Policy Failure to secure coverage as req, eu under Section 25A or MGL 152 can lead to the imposition of crminal penalties of a rine up to S1,50o.00 and/or one years' impnsenment s ,ve!l as cal penalties in the form of a STCP'NCRK ORCER and a tine of(5100.001 a day against me. understand that a copy of this_ tat ent m be forvarded to the Office of Investigations of the GIA cr coverage verification. do herecy candy under t ca and alti or penury that the information crovided above is true and correct. L Signature Date Print name Phone Officiai use only Cc not write in this area to be completed by city or town c cal' City or Town Permit/Licensinc G Building Dept [C,heck if immediate response is required U Licensing Eoard Ccnrct erson: ❑ S�lectman's Office S G Health Department J Other Y P TOWN OF NORTH ANDOVER, MASSACHUSETTS DIVISION OF PUBLIC WORKS 384 OSGOOD STREET, 01845 J.WILLIAM HMURCIAK, P.E. DIRECTOR Telephone(978)685-095, f µORTIy Fax(978)688-9573 �Ot. tp ,e11,o SSACHUSEt DRIVEWAY PERMIT DATE U LOCATION v��n�Z y �->Iv� / 14fs BUILDER hone OWNER r, hone (SC THE NORTH ANDOVER SUPERINTENDENT OF OPERATIONS MUST BE NOTIFIED OF THE GRADE AND SETBACK FROM STREET . CALL THE SUPERINTENDENT'S OFFICE BEFORE FINISH GRADING AND SURFACING FOR APPROVAL OF SUCH ENTRY. FAILURE TO COMPLY AND OBTAIN APPROVAL VOIDS THIS PERMIT. Seal bottom and sides of`Z" closure to metal roofingWith f.A T � 24 go.goly. metol cove cop butyl sealant �k J G 26 go. metal T l S O closure,fasten to terminator system _ at 6"spacing f3 —_ --- - e"DlrWe1 l e� Existing Loodmoster termirwtor system Piece z — 8` Max. 22 ga.continuous hook :L strip,nailed to plywood at /yy 6"spacing \ � `N \ / Preservative treated 5/02 blocking 2'-0*spacing, fasten to exist. / 'Terminator closure metal with 3 screws per blocking Preservative treated plywood,fasten �. �yrn►t.I / to 5/4 blocking with 3 nails or screws w� :' r �.- per blocking(TYP•) for _r syr LARGE SCALE ROOF RIDGE DETAIL REVISED 6/22/04 The Welsch Residence oftufteM. siMea Ill OMM-A Neer Inc. 49 Equestrian Drive North Andover SK,3 FWA"ft 3�90,1"�1%.Mft arOw" TMA Roof Ridge Detail wYWWAWl OC +15svicewaunw.GAP sIo L4*0 L Wim: . CMOk� DAN' 8c�rr: ►O-O� 189.00 DJ2 DAR 6/4/04 3" = 1'-0" Ike�4 � l•�_ l-)C° J V� l r S I � '� (�. MAtcheck COMPLIANCE REPORT Massachusetts Energy Code i Permit # MAScheck Software Version 2.01 Release 3 Checked by/Date TITLE: The Welsch Residence CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 11-14-2000 DATE OF PLANS: 11/13/200 I COMPANY INFORMATION: RK Studio Architecture 70 Pine Grove Amherst, MA 01002 COMPLIANCE: Passes Maximum UA = 2729 Your Home = 1696 Area or Cavity Cont. Glazing/Door -----------------------------------Perimeter R-Value R-Value U-Value UA -------------------------------------- -- CEILINGS: Stress-Skin Panels 4525 50.0 9i WALLS: Concrete, Integral Insulation 5592 0.0 15.0 319 BSMT: Conc. 9.0' ht/0.0' bg/8.0' insul 2796 0.0 15.0 333 GLAZING: Windows or Doors 1231 0.357 439 GLAZING: Windows or Doors 190 0.526 100 DOORS 207 0.520 108 FLOORS: Over Unconditioned Space 994 19.0 19.2 25 SLAB FLOORS: Heated, 2.0" insul. 278 11.0 281 HVAC EQUIPMENT: Electric Heat Pump, 11.0 HSPF, 18.0 SEER ----------------------------------- ---------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater t 25% o e sign load as specified in Sections 780CMR 1310 nd 4.4. Builder/Designer Date i No 892 AMHErgS ► 1 2� MASS y I VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] I Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing U-values, and heating and cooling equipment efficiency must be clearly marked on the building plans or specifications. DUCT INSULATION: [ ] I Ducts shall be insulated per Table J4.4.7.1. I DUCT CONSTRUCTION: [ l All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not Permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ l I Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ l I Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. I SWIMMING POOLS: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I HVAC PIPING INSULATION: [ ] I HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in. ) : PIPE SIZES (in. ) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 CIRCULATING HOT WATER SYSTEMS: [ ] I Insulate circulating hot water pipes to the following levels (in. ) : I PIPE SIZES (in. ) NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS HEATED ER TEMP (F) : RUNOUTS 0-1" I 0-1.25" 1.5-2.0" 2.0+" 140-180 0.5 1.0 1.5 2.0 100-130 0.5 i 0.5 1.0 1.5 0.5 0.5 0.5 1.0 i Parking Deck/Lot Cable' PVC Jacketed Metal Clad Cable Tech-i6cal Specifications Specification Description References&Ratings WCC-kel G•Iwnfeed Sl•el CAI.Top• Interlocked Armor Copper Specification Parking Deck/Lot Cable • UL 62,83,1479,1569,1581 File c••d-1— Reference E80042 i Armor Galvanized Steel with gray PVCjacket. NEC 230 43(b),318,321-3(0),334,501,502, cope rGr° d Other jacket colors available by 503,511-6,513-5(a),514-4,5154,516-7(a), special order. 680-25(c) Nylon Theplastic Conductors Solid/Stranded Copper Federal Specification 30B NMNrmolnsulation • Posses 210,000 BTU Vertical Tray Flame Test Conductor THHN/THWN" UL Cable Tray rated Insulation UL Listed for DIRECT BURIAL in earth or concrete • UL Listed Sunlight Resistant Assembly Polypropylene Tape UL Listed Oil Resistant 0400, Covering Hazardous locations up to Class I&II,Div.2 and Class III, Div.1&2(NEC Articles 501,502,503) Maximum Temperature 90°C(dry);75°C(wet) Rating Grounding Insulated Green Grounding Conductor (additional insulated/bare conductors optional) Maximum 600V Voltage Rating Weights, Measurements and Packaging Grounding Approx. Armor/Jacket Product Code ConductorLength(feet) Weight/1000 Minimum ;•,_ >� Coil Reel Trade Size AWG Coil Reel Feet(Ibs.) O.D.(inches) Stock Items 2304-42-00 2304-60-00 12-2 Solid 12 250' 1000' 280 I 0.495/0.605 2305-42-00 2305-60-00 12-3 Solid 12 250' 1000' 320 0.530/0.640 2306-42-00 2306-60-00 12-4 Solid 12 250' 1000' 370 0.565/0.675 2307-42-00 2307-60-00 10-2 Solid 10 250' 1000' 355 0.560/0.670 2308-02-00 2308-60-00 10.3 Solid 10 250' 1000' 415 0.600/0.710 2309-42-00 2309-60-00 10-4 Solid 10 250' 1000' 480 0.645/0.755 2316-00-00 2316A5-00 8-3 Stranded 10 200' 500' 560 0.685/0.795 2320-32-00 2320-45-00 I 6-3 Stranded 8 125' 500' 805 0.855/0.965 480Y/277 volt j 2304-42-01 2304-60-01 I 12-2 Solid(brown) 12 250' 1000' 280 0.495/0.605 2305-42-01 2305-60-01 12-3 Solid(brown,orange) 12 1 250' 1000' 320 0.530/0.640 2306-42-01 2306-60-01 124 Solid(brown,orange,yellow) 12 250' 1000' 370 0.565/0.675 2307-42-01 2307-60-01 10-2 Solid(brown) 10 250' 1000' 355 0.560/0.670 230842-01 2308-60-01 10-3 Solid(brown,orange) 10 250' 1000' 415 0.600/0.710 2309-42-01 2309-60-01 I 10-4 Solid(brown,orange,yellow) 10 250' 1000' 480 0.645/0.755 Non-Stock Items 2315-40-00 1 231545-00 8-2 Stranded 10 200' I .500'. 525 0.635/0.745 2317-32-00 2317-45-00 8-4 Stranded 10 125' 500' i 730 0.835/0.945 2319-32-00 2319-05-006-2 Stranded 8 125' 500' 670 0.795/0.905 2321-30-00 232145-00 6-4 Stranded 8 100' 500' j 955 0.945/1.055 / 2324.30-00 2324-45-00 4-3 Stranded 8 100' 500' 1100 1.035/1.145 ;y 232530-00 2325-45-00 i 4-4 Stranded 8 100' 500' ' 1305 i 1.135/1.245 2328-30-00 ! 2328-45-00 3-3 Stranded 6 100' I 500' 1180 1.025/1.130 2329-3000 2329-45-00 1 3-4 Stranded 6 1 100' 500' 1380 1.120%1.125 2326-30-00 i 2326-45-00 2-3 Stranded 6 100' 500' j I 1470 1 1.180/1.290 2327-30-00 I 232745-00 2-4 Stranded i 6 i 100' 1 500' 1765 1.295/1.405 2337-30-00 2337-45-00 1-3 Stranded 6 I 100' 500' 1655 1.185/1.295 2338-30-00 2338-45-00 1-4 Stranded I 6 100' 500' 2030 1.325/1.435 r 2350-24-00 I 2350-45-00 1/0-3 Stranded 6 bare 50' 500' 1980 1.255/1.3f I Note:All dimensions and weights subject to normal manufacturing tolerances. Non-stock items require lead time and minimum quantity `XHHW available by special order subject to lead time and minimum quantity. Dimensions and weights will vary slightly from corresponding THHN specifications. ==*'AFC CABLE SYSTEMS 800-757-6996 www.<'iFC' r �Ulzr Neutral Cable° ized Steel or(optional)Aluminum Armor Features&Benefits Designed to minimize the effects of harmonic currents on the neutral conductors - generated by non-linear loads u, Features oversized neutral conductor or one neutral per phase Cable designs and conductor color schemes compatible with most modular office furniture Applications Branch circuit and feeder wiring for computers, programmable controllers,electronic discharge lighting,office machines and other electronic equipment that introduce additive harmonic currents from non-linear switching loads - compatible with most modular office furniture - under raised floors,above suspended ceilings, in environmental air-handling spaces- applications requiring superior EMI shielding (steel armor only) Product Specification Refer to Page: Super Neutral Cable 14 Parking Deck/Lot Cable Jacketed Metal Clad Cable Galvanized Steel Armor with PVC Jacket Features&Benefits Galvanized steel armor with PVC jacket w UL Rated for direct burial in earth or concrete encasement Sunlight and oil resistant y7 Direct plow-in capablility Applications Branch circuit and feeder wiring for lighting, control and signal circuits in wet,dirty or oily locations - buried directly in earth or concrete - surface mounted or trenched - parking deck or parking lot applications -golf courses,ski mountains, docks, marinas, pumping stations and stadium lighting - continuous runs to outdoor or underground swimming pool motors, pumps and related equipment (per NEC 680)- fished, exposed or concealed, in cable trays - in direct sunlight and hazardous locations up to Class I &11, Div. 2 and Class III, Div. 1 &2 (NEC Articles 501, 502, 503) Product Specification Refer to Page: Parking Deck/Lot Cable PVCJacketed Metal Clad Cable 15 6 800-757-6996 www4cweb.00111 -d AFC CABLE SYSTEMS Parking Deck/Lot Cable` PVC Jacketed Metal Clad Cable &E Technical Specifications Specification Description rvrJ.60 Ga1wnized St1•1 [oni<r•v p p References&Ratings medalled Armor eopv Candaaors Specification Parking Deck/Lot Cable UL 62,83,1479,1569,1581 File Reference E80042 caav= Armor Galvanized Steel with gray PVCjocket. • NEC 230 43(b),318,321-3(a),334,501,502, Gr...d Other jacket colors available by 503,511-6,513-5(a),514-4,515-4,516-7(a), special order. 680-25(c) • Federal Specification J-C-30B HrITHH n`W P1 `l Conductors Solid/Stranded Copper Passes 210,000 BTU Vertical Tray Flame Test Conductor THHN/THWN" UL Cable Troy rated Insulation UL Listed for DIRECT BURIAL in earth or concrete • UL Listed Sunlight Resistant Assembly Polypropylene Tape UL Listed Oil Resistant Covering Hazardous locations up to Class I&II,Div.2 and Class III, Div.1&2(NEC Articles 501,502,503) Maximum Temperature 90°C(dry);75°C(wet) Rating Grounding Insulated Green Grounding Conductor (additional insulated/bare conductors optional) Maximum 600V Voltage Rating Weights, Measurements and Packaging Grounding Approx. Armor/Jacket Product Code Conductor Length(feet) Weight/1000 Minimum Coil Reel Trade Size AWG Coil Reel Feet(lbs.) O.D.(inches) Stock Items 2304-42-00 2304-60-00 12-2 Solid 12 250' 1000' 280 0.495/0.605 2305-42-00 2305-60-00 12-3 Solid 12 250' 1000' 320 0.530/0.640 2306-42-00 2306-60-00 12-4 Solid 12 250' 1000' 370 0.565/0.675 2307-42-00 2307-60-00 10-2 Solid 10 250' 1000' 355 0.560/0.670 2308-42-00 2308-60-00 10-3 Solid 10 1 250' 1000' 415 0.600/0.710 2309-02-00 2309-60-00 10-4 Solid 10 250' 1000' 480 0.645/0.755 2316-40-00 2316-45-00 8-3 Stranded 10 200' 500' 560 0.685/0.795 2320-32-00 2320-45-00 6-3 Stranded 8 125' 500' 805 0.855/0.965 480Y/277 volt 2304-42-01 2304-60-01 12-2 Solid(brown) 12 250' 1000' 280 0.495/0.605 2305-42-01 2305-60-01 12-3 Solid(brown,orange) 12 250' 1000' 320 0.530/0.640 2306-42-01 2306-60-01 12-4 Solid(brown,orange,yellow) 12 250' 1000' 370 0.565/0.675 2307-42-01 2307-60-01 10-2 Solid(brown) 10 250' 1000' 355 0.560/0.670 230842-01 2308-60-01 10-3 Solid(brown,orange) 10 250' 1000' 415 0.600/0.710 2309-42-01 2309-60-01 10-4 Solid(brown,orange,yellow) 10 250' 1000' 480 0.645/0.755 Non-Stock Items 2315-40-00 i 2315-45-00 8-2 Stranded 10 200' 500' 525 0.635/0.745 2317-32-00 2317-45-00 8-0 Stranded 10 125' 500' 730 0.835/0.945 2319-32-00 2319-45-00 6-2 Stranded 8 125' 500' 670 0.795/0.905 2321-30-00 2321-45-00 64 Stranded 8 100' 500' 955 0,945/1.055 2324-30-00 2324-45-00 4-3 Stranded 8 100' 500' 1100 1.035/1.145 2325-30-00 2325-45-00 4-0 Stranded 8 100' 500' 1305 1.135/1.245 2328-30-00 ' 2328-45-00 3-3 Stranded 6 i 100' 500' 1 1180 1.025/1.130 2329-30-00 2329-45-00 3-4 Stranded 6100' 500' 1380 1.120/1.125 2326-30-00 1 2326-45-00 2-3 Stranded 6 100' I 500' 1470 1.180/1.290 2327-30-00 2327-45-00 2A Stranded 6 100' 500' 1765 1.295/1.405 2337-30-00 2337-45-00 1-3 Stranded 6 100' I 500' 1655 1.185/1.295 2338-30-00 2338-45-00 1-4 Stranded 6 100' 500' 2030 1.325/1.435 2350-24-00 2350-45-00 1/0-3 Stranded 6 bare 50' 500' 1980 1.255/1,365 Note:All dimensions and weights subject to normal manufacturing tolerances. , Non-stock items require lead time and minimum quantity XHHW available by special order subject to lead time and minimum quantity. Dimensions and weights will vary slightly from corresponding THHN specifications. -F, AFC CABLE SYSTEMS 800-757-6996 `v-,vw.1fciveh.corn 15 I Y; �l Super Neutral Cable® Galvanized Steel or(optional)Aluminum Armor fy Features&Benefits y Designed to minimize the effects of harmonic currents on the neutral conductors S generated by non-linear loads az Features oversized neutral conductor or one neutral per phase ±' Cable designs and conductor color schemes compatible with most modular office furniture Applications Branch circuit and feeder wiring for computers, programmable controllers, electronic discharge lighting, office machines and other electronic equipment that introduce additive harmonic currents from non-linear switching loads - compatible with most modular office furniture - under raised floors, above suspended ceilings, in environmental air-handling spaces - applications requiring } superior EMI shielding (steel armor only) 13 s Product Specification Refer to page: Super Neutral Cable 14 Parking Deck/Lot Cable"Jacketed Metal Clad Cable r Galvanized Steel Armor with PVC Jacket r/ Features&Benefits F� Galvanized steel armor with PVC jacket �.t r UL Rated for direct burial in earth or concrete encasement is . "L; .. •; Sunlight and oil resistant Direct plow-in capablility Applications Branch circuit and feeder wiring for lighting,control and signal circuits in wet,dirty or oily locations - buried directly in earth or concrete - surface mounted or trenched - parking deck or parking lot applications - golf courses,ski mountains, docks, marinas, pumping stations and stadium lighting - i continuous runs to outdoor or underground swimming pool motors, pumps and related equipment (per NEC 680) - fished, exposed or concealed, in cable trays - in direct sunlight and hazardous locations up to Class I & II, Div. 2 and Class III, Div. 1 & 2 (NEC Articles 501, 502, 503) Product Specification Refer to page: l Parking Deck/Lot Cable PVC Jacketed Metal Clad Cable 15 ;r f t i �i ,t 4r 6 800-757-6996 N"vw.3fcweb.com -= AFC CABLE SYSTEMS �J BUILDING INFORMATION •J I MAP NO. TOWN MAP 105-D cRONs� 1 1 LOT NO. 23A,24A COMBINED ZONE: R1 SINGLE FAMILY RESIDENCE o I I TYPE OF CONSTRUCTION: 3B LACON(A CIR FOR Sr OWNERS NAME WILFRIED WELSCH sr, OWNERS ADDRESS 1507 SALEM ST m Q o NORTH ANDOVER MA 01845 3 J w ARCHITECTS NAME RAY KINOSHITA SITE 72 PINE GROVE AMHERST MA 01002 Locus O BUILDERS NAME JAMES HARTIGAN N.T.S. I 8474 S.F.NET ° SIZE O O DISTANCE TO NEAREST BUILDING +/-242 .. - I o DISTANCE FROM STREET +/-170 O O O DISTANCE FROM LOT LINES: SIDES 209 REAR 48.5 I O O O AREA OF LOT 375,179 S.F. FRONTAGE 94.23 FT p� o NEW CONSTRUCTION 3 STORIES pB BUILDING WILL MEET REQUIREMENTS OF CODE I 96 BOARD OF APPEALS ACTION,IF ANY- BOARD OF HEALTH WAIVER GRANTED 7/22/99 I I si ORDER OF CONDITIONS(242-982)ISSUED BY NACC J I ON 10/20/99 INSTR. 40393 i TITLE SHEET SPI SITE CONDITIONS AND SEPTIC SP2 SEPTIC DESIGN i L1 LANDSCAPE PLAN - i AO HEBEL AAC GENERAL INFORMATION Al LOWER LEVEL i"� O141 i W A2 MAIN LEVEL A3 UPPER LEVEL - ti A4 ROOF PLAN / Lu w A5 POOL PLAN AND DETAILS I I = o P 5- A8 FOUNDATION PLAN A7 STRUCTURAL EL 110 i Q AS STRUCTURAL EL 120 ° ° _O A9 STRUCTURAL ROOF O x W A10 NORTH ELEVATION 'O u All WEST ELEVATION `" ° ® le a Al2 CUT EAST ELEVATION it E, - A13 SOUTH ELEVATION a A14 OVERALL SECTIONS A15 OVERALL SECTIONS W A16 OVERALL SECTIONS 0 ❑ C� A17 WALL SECTIONS 1-5 O Z m A18 WALL SECTIONS 8-11 Q O ° o A19 WALL SECTIONS 12-116,25 ' ° O O O F A20 WALL SECTIONS 17,21,23,24,28,27 ° W H A21 WALL SECTIONS 18,19,20,28,29 _ A22 INTERIOR ELEVATIONS Lu a A23 KITCHEN O ° ° r6 THE WELSCH RESIDENCE V c y A24 ENTRY AND STAIRCASES A25 BATHROOMS 47-51 EQUESTRIAN DRIVE U) z NDOV° 5 A26 DETAILS&SCHEDULES ° ° NORTH 14 NOV 2000 000 R MA01845 L Lu J y A27 LOWER LEVEL REFLECTED CEILING/ELECTRICAL O ° ° O O oz RK STUDKI ARCNTECTLIRE STRUCTURAL ENDPEEIC A28 MAIN LEVEL REFLECTED CEILING/ELECTRICAL ° W W x A29 UPPER LEVEL REFLECTED CEILING/ELECTRICAL O ° PAY KPK�A Au LEONARD RD ST FDRTER,P.E. AMERST MI D10W LEXINSTON MA OM Z T 4T Z&1253 F 4D.25D.8619 T 701.!62.5482 F 7872623462 SCALE 1 20 --"�"�" EXIST114G GRADE E 1k[t11da01114dhOM.Mi NEW GRADE CIVL EN06EERt10/SEPTIC DESIGN AST NDENOBEERMO SERVICES 88 PE� 66 PARKRK ST ANDOVER MI 0!D T 978.4782555 F 978.475.%48 a s� 0 i BI CONC, m y 9/ J/N COMMON DRIVEWAY "�� Atl31Wis PROP. TEMPORARY SOIL Xa311VTS 3/N STOCKPILE AREA 240.02' _ -i O V11 v h - V11VI = a z 33 8s 522.66' T.B.M. PK 03 TDP NAIL —— ^ ^ a "� '�8" IN PAVEMENT EL=96.03 —_____ 40,00' 8 E]_ .Q as_yr`^ baa = �g8 G _ N Cn _ a 180.02' eg w o P. i--:) NMO89 l ax d^. 8 - CD NADbEl / PROP. VENT 8^ &-a,a h asd.,. .a"• I $ 239 77' w PROP. EROSION CON `� -vy =�� 9 _ � ' ORIVEW AY OP NAIL -d I R -W CONC / - "ao I ®R EXIST NG WEI LAND I ` I T.B.M. P.K_b2 T / PROP. RESERVE AREA [TYP. s /• _q `� NOTE ,71 EL PAVEMENT S.G.S o 30 SETBACK / 1/ R LRGSSING [SEE EL_96,29 IU. D TRENCH [T P.1 P.= .m6M o� / PROP. LEACHING /` a r _ - aC - A' _ EDGE OF WETLAND / SIR' u og: ; e "_ �.K. A's IF OG PRESERVA 1 IN Y I T ON C / PROP. 5' CLEAR INC)ANO _ �, c 'Ra "' " o N/O"F PER NOTE 04 [SHEET 18 8A Z,d` X'� ,. g;s „W a o " J aJ p° �. KE*s&F \ / AS "F� m a AY m,r g.S S ^u,� tz T 2 Ra a � ,s b' o a l \ AREA=237 702 S.FF�2 ^aV a,J s dOdd a AC „:Y CE _ �\ =5.46 c a =eu090 u" �� - \`� va PROP.9WATER ^� s I i 25' NO-OISTURBA NE [TYP.) — 0P WE a. °m8 / ^^ �' u SERVICE �s1 NO_gUILD ZO \�� 9 ASG FL NOGPRESERVAT,ON INC. =Ra a-9a /STK" c i M�ORA�BaAh b i 50 0 $ Q WETLA e j 5 OCK L PUMP \ \ 41 Cxp� 134 TOP SIAK�E man ` a AREA j 9 AM R o T.g M.pi S m9 `oR B1p. \ �� TEMPORARY 4CLQ=FJ3F63 IU.S.G 9s \ o PROP. BANbE 2" %C S .R. o °s DISTAR PROP �sg _ ^ -aa Q WETLAND TO BER" 27 P.V.L. PUMP Ll fig` n j/N REPLICAT IONCE WTTH lNlJ/V.� NIN IN ANCBURW.P.I. INC.wme "a o8 9e �sy3 M3N oo as a gRr� r ° og \\ ^ PROP. IT. EW Il 'O ae8 os oo ' a x eg ta W / gIpCLERE dtlOJ 'NOl1 JObI NOJ 3,'/N ll/lj ccs ac "8aRR- - x8 PR P ^^ nam RbC ag �P.10 16/12/350 ` = o e'er^M1 _ - P 1500 8�11,�, 3p, 'ys8 SEPTIC TANK I a y ONOdg all cc JLL N ,0� \ ; W tg m s I V \ g l in s a I N U) N g I W U, cc 2 OT 23—A l YL-1 a \ 28 B AREA=137,477 y AC- \ RoI U) _ s I J EROSION CONTROL : s W 0 F PROP g // W O SEE A10 FOR SITEWORK SPECIFICATIONS \ // _ Q Q W " F \ N/F \ / McCARTHY p 1 7692 ` f � \ \ i \ I o \ \ I o 0 o\ ° o ' o ' \ 0 0 \ ° Ob ------------------------- M1 9at \ 110 \ IV 10 o .. ° �w O 0 0 o D Q O 0 O ° 0 O O 92 O PROD: REVNO. DATE REVISION RK STUDIO ARCHITECTURE 1 10/22 UPDATE FOUNDATION PLAN TPRIN[IPAL, RAY KAMHERST AIA HE WELSCH RESIDENCE 72 PINE GROVE. MMER51 MA 01002 47-51 EQUESTRIAN DRIVE 1413.256.1253 F 413.256.6619 E rkstudio®mediaone.net EINIGNEEM NORTH ANDOVER MASSACHUSETTS 01845 �3wn OM-FOwo 71 ENeiMERwfiisM Mcsifix E 1E0N111f0 YDRSEfORfER,VB SIAU[AUAa ENfiIM[RNfi S[ALE1/4"=1'-0" UNLESS NOTED GATE: 09/13/01 v #4 BENT BARS HEBEL PRODUCT INFORMATION: #4 BAR TOP 8 RNERS BOTTOM 0 CORNERS 2 #4 BARS TOP 8 BOTTOM B' #4 BAR TOP 8 BOTTOM CONT 0 BOND BEAM. FILL 2'-0" LAP MIN TOP 8 BOTTOM 2.0 HEBEL AA( IS AN ULTRA-LIGHTWEIGHT CONCRETE BUILDING MATERIAL W/ 3000psi (ONCREi 3 SIM 0 RING BEAM 3 PRODUCED FROM SAND. LIME, CEMENT. WATER AND AN EXPANSION AGENT 2 #4 BENT BARS TOP 8 BOTTOM LAP 2'-0" MIN. AA( U-BLOCK 0 m a a cm REINFORCEMENT USED IN THE MANUFACTURING OF HEBEL REINFORCED PRODUCTS BOTTOM BENT BAR NOT TOP OF WALL SHOWN FO ) W W IS PLAIN REINFORCEMENT WIRE THAT CONFORMS 10 ASTME AB2. - N : o �tb HEBEL BLOCKS ARE TOTALLY NON-COMBUSTIBLE AND INORGANIC Fr,\N 0 #4 BENT BAR• 0 - 2-.4-.6-AND B-HOUR FIRE RESISTANCE RATINGS ARE ACHIEVED. HEBEL BLOCK WAL No BE VERTICAL BAR 2 #4 BARS TOP B BOTTOM LAP 2'-0" MIN �' BOND BEAMLOFILLED TO LAP 10" MIN TO CONT 0 BONO BEAM. FILL W/ 3000PSI CON[ HEBEL PRODUCTS ARE ONE-FIFTH THE WEIGHT OF CONCRETE AND _� (ONTINOUS BAR W/ 3000psi CONCRETE OR TYPE "M" MORTAR ARE PRODUCED IN EASILY HANDLED SIZES HEBEL U-BLD(K BOND BEAM FILLED W/ 3000 PSI (ON(. HEBEL PRODUCTS HAVE EXCELLENT ACOUSTIC PROPERTIES THAT CAN #4 BAR TOP 8 BOTTOM QUALIFY HEBEL RESIDENTIAL WALL SYSTEMS FOR SOUND WALLS. SIM 0 RING BEAM o HEBEL PRODUCTS ARE INORGANIC AND 00 NOT CONTAIN ANY TOXIC VERTICAL REINF, I PLAN VIEW IF REQUIRED #4 BAR I1- --I1 GAS SUBSTANCES. HEBEL PRODUCTS ARE COMPLETELY RECYCLABLE HEBEL BLOCK WALL TOP 8 AND IMPERVIOUS TO TERMITES AND OTHER PESTS BOTTOM SEE PLAN DWGS HEBEL MASONRY RESIDENTIAL SYSTEMS ARE APPROVED BY THE NATIONAL 2 4 2 PLAN VIEW MATERIAL TO EVALUATION SERVICE IN THEIR REPORT HER 531, REFER TO THIS DOCUMENT FOR ALLOWABLE VALUES ANO/OR CONDITIONS OF USE. TYPICAL BE REMOVED SEE PIAN DWGS HEDEL RESIDENTIAL WALL SYSTEMS MEET THE STANDARD SPECIFICATIONS PRECASTFOR LCONSTRUCTION ITDESCRIBED R CONSTRUCTED OFHEBELACBLOCKSHO LD BE STM 11386 WALLSAND BASED ( A 1 TYP U-BLOCK / RING BEAM CORNER ON ELASTIC ANALYSIS USING AN APPROACH SIMILAR TO THAT OF THE INTERLOCK BLOCKS 0 AS VERTICAL REINF BAR H% 3/4"=1'-0" IDTL#37-002-AI BUILOING CODE REQUIREMENTS FOR MASONRY STRUCTURES IA11S3O). EVERY OTHER COURSE DEVELOP OR LAP W/ FOUNDATION DOWELS S' o HEBEL PRODUCTS BENEFIT FROM A HIGH INSULATION FACTOR, TEN TIMES THAT NOMINAL OF CONVENTIONAL CONCRETE, AND THERMAL MASS i0 DELIVER EXCEPTIONAL o PERFORMANCE. DUE TO ITS HIGH INSULATING ABILITY, MANY APPLICATIONS TYP U-BLOCK / RING BEAM INTERSECTION - o REQUIRE NO ADDITIONAL INSULATION. ISOMETRIC VIEWH% 3/4'=1'-0" (OIL#37-001-AI PLEASE REFER TO PRODUCT MANUALS FOR FURTHER INFORMATION, B" HEBEL AA( BLOCK WALL o ISOMETRIC VIEW X TYP CORNER FOR HEBEL BLOCK WALL r VERTICAL REINF BAR 0 BOND BEAM 1'-0" IDTL#31-001-AIHX 3/4" = 1'-0" W HEBEL AA( FLOOR / ROOF PANELS '6 - GROUT KEY FILLED WITH r 3000 PSI CONCRETE OR V GROUTuiN W MORTARED NOTE: INCORRE(TI! 00 NOT CORE Y JOINT ISOMETRIC VIEW MULTIPLE PENETRATIONS >4_%C%C o _ PERPENDICULAR 1O PANEL SPAN. L9 4 VERTICAL REINF, o I <£ '- OVERLAP MIN 0.4xh IF REQUIRED #3 BAR CONI pp EO WALL TIES JOINT REINF 0 24" 0 Z4" O( VERTICAL #3 CONT BAR 0 GROUT Y HEBEL WALL t- I USE BENT BAR WHERE / Yv ANELS DO NOT ALIGN �— B' TY HEBEL BLOCK WAL •' 6 SE PLAN WGS I SEE NOTE BEL W>g' 0 BUTT JOINT CONTINDUS VERTICAL REINFORCEMENT NOTE: OPENING MAY NOT � 6 =D 2S% OF PANEL WIDTH `- 6 W APPROVED ANCHOR V 0 24" O( APPROVED WALL TIE I Z Ln < 6. CONCRETE BOND BEAM < 6' UJI 0 0 W/ 2 #4 HORIZONTAL BARS CONTINUOUS y HEBEL FLOOR 8 Eu eto(K FILLROOF PANELS ca /+ W WALL W/ (ON(REi HEBEL AAC BLOCK / PANEL WALL HEBEL #4 SENT BAR W Q WALL UNITS HOLES MUST HEBEL BLOCK WALL TOT HAVEANELS SUFFICENITHRENFORCEMENTBE DESIGNED = m.- N INTERLOCK BLOCKS 0 APPROVED WALL TIES 'V'w O EVERY OTHER COURSE 0 24" O( VERTICAL (ORE DRILL 3T GROUT (Ett TYP V! Z HEBEL BLOCK WAL 0 PARTITION SET #5 CONT VERTICAL REINF J S 126 (PER ENGINEERING CALCULATIONS) y a 0 CMU B.. TY W S ISOMETRIC VIEW SE PLAN WGS �\ �� / % 1 PANEL PENETRATION GUIDELINES O Q / X \ INTERSECTIONS FOR HEBEL BLOCK WALL X INTERIOR SUPPORT H% 3/4" = VO- IDTL#40-001-A) W W F H% 3/4"=1'-0' (OTL#36-002-A) � H% 3/4" i'-0" IDTL#31-003-AI � O f " 1 TYP INTERSECTION FOR HEBEL BLOCK WALL I— _ H% 3/4" = 1'-0" IDTL#31-002-A) REBEL GENERAL PRODUCT INFORMATION AND DETAILS AO x 4 , 702'-2 1/8" O O O O O o a O r . Y-6" ca 05" ( 1 B'-19/16" I ' \`��\- I ��• i i \ i 13._6.. R.O.-0._2.. 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ISHEDG6R.(DE P --- - - ------—I -------- V x' ----------- ----- 31' --'— ---- -- -a-ii�- 1 ---- �'4 P .9 s / •\ 107._8.. -- - ------ 941-- - ---------- -- ----------- �--- - - -S T4_-------- --- ------ ------- - L ---- --- ----- - _ ISI 91'6" , V -- eP ROOM 108 \ 1 x II 107A ROOM RE I ' W f`•' \ ^� GARAGE/WORKSHOP POOI AREA I /� = o \ 6819.999 f13 \ p• + 'I ' 1065332 1N ' o 75778 IIx \ �- 103C ' i 1183.0 171 Q \ 149'-4" O 6'-9 3/4" x II b5/16" m 181'-3 •1/16" 6'-9 3'-4. e ' 1 i --------------------- 6,_18.. Q� ' - \ x I RD.0 2 A.f.F. j} T i IH \ _ _ ----------- – – — — — — — �J y�. f I \ '-4- '\ _4 o I o Y z d M X 10- , o o d \ 10'-0" -" A.F.. ROOM 703 p >£x 226NT Yltx o I ROOM 102 .\ /, A s SHED IPOOZBMEEK 6.585 It BtOWI '\ 103' 7018 I 1028 494299 7/16" W ' - ----- ----- - -\. --------------- ----- -- I - V 108A s; F -4.. I o R.07'4" A.F.F. 0" O 8'-10 51/16" ROOM101 1 I v+ W i R.0.0'-0"t0•.FZF. 5247.999 It) b W y / 597'-4 fi �1=� 1088 sj• 83.11 _ F102AI 15 GC 1.B" T 1 p_4' R. .04.. AFF i ___ __ ____ _ ___ 112-6" ____ i W f� BB .7._4.. A.F.F. -$=------------ -- -0---- --------;�P'. -_ ry '=6'-_----- - �/ R 3'-4" -- -.`K---104`-1 r,SILL-- 3._6.. V'w O 5" REINFORCED SLAP V! 2 /• SLOPE 1/8"=1'-0" TOWARQ$_.FRQNL_-- J � W 112._6.. 1011'-10" FINISHED GRADE LuF C 93--6-- e ' C 112'-6" O Q m 1 95'-6" W F — — — —I----------------- 101A 1 97'-6" b t ---- — AA ::r. . -91'•6"_..---- -----.700..-]J'SILL...................... ..::r.:::. �--'---------_---_ F.1 N a FINISHED GRADE o d� � A -------------- gg• RD.3._4.. A.F. b >W o RODM 207 a OPENING TO END KITCHEN AREA Z .3'4" A.F.F. I 4539543 it3 OF WAIL 504.39 "j F 6'-9 0 113'-11 �` �_—_—_—_—_—_—_— vj2 A R00'-0 A.FF. o RO.0'-0_�.F ROOM 274 ,0:p-D" A.F.F. -3'-4ok 201A D,4, 7-5 V4' �z PORCH 3211428 f13 r - t - ---- C � 363.49 ft2 2A —` 7-0' i 98'-9 3/4" 1 6 ROOM DINING ROOM 2169 101 ---- D'0.0AR. 2412It ----r3-3 33 - -11-------013 R.O.0'-0" AFF 66- / _o _o... ROOM 204 0 Vi/ \ _ t n r• DECK $KYIIGHi b ROOM 203 r 3470219 f13 / �P __- _- 1_19_ __ __ LIVING ROOM ii r 385.58 it2 #3 ROOM 211 ,'�' ,�'� ----'-------- ______- ---- -- i� �� .S �� 3799717 IP 99'-6 1/41' o OFFICE ` '*"----- � ^ r 422 19 IN 3 4736 999 If, 91'-9 11/16 i y 526.33 ff2 E 109._8.. 2 t 33 74. 8-4. 3 u 3'-T TYP CR.00._D.. A.F.F. �� m -lir,� TVNr ii "� SKYLIGHT .`�','� 110._0•. 0 it i �., � 116•,7.. ,,,, � - i n � � #2 ;1 m R.0.0'-0" S. FIREPLACE o 7-6' ~�_._' 3 rr FIREPLAC �2'-0' 3 i SK 'GHi ? 3 5 ------ ---- - -- � R.0 6._0" AEF. 4'-10 V4' ROOM 2131 m R D.0'0" AFF. m .D9.A 3 0 ¢£ a s W C 1'Kpei�, 374781 W "' R.0.0-0AFf. O' 41.64 If i-0 R.04'-0" A.F F. �z a LL p i 26._1.. .. . ---- --1---------- L +1WIDEN WALL TO 1" --� '� 6 ~ H R 0.3'-4" A FF/ 173'-4ROOM 20 � 3 CD� I 574 875 Mt3 m m 6 1 63,87 ft2 ROOM 205 R.0.0'-0" A.F.F. tI I� 36'-11" 0 k BEDROOM 1 °rt - 208A X3'4' -0' 3B 1294274 f1 3 14391 It2 W SO'-3 15/16'• ROOM 212 5'-0'—� STORAGE t 0 23400 It3 im - ------_—_—_ _� Z Ln v 2600 It2 G 65'-8" HA�LWAYD W j ROOM 208 Q [j 1141.433 it3 e Q 0 LAUNDRY 127.49 It2 (��0�Ap� 557 836 it3 61'-3 1/2' _ F \ 61.98 I 1 /- i 31'-11 1/2" 207A 206A :: k W 4�1 R0.3'-4' AFF 12, - m V T --------- ---- 2 140 0•-8' 0'-4' O7A i ROOM 207 _ p C 1ri 5( y S S /- GUEST 1 I _j 1380922 W R.0.3'-4" AFF. 1S344 It? ee f/f C 54'-3 15/16" R 0.3'-4- AEF R 0.3'-4' A.F.F ROOM 206 I Q 3 = Z BEDROOM 2 W 14626 ft2t3 = 9 Q 07A - D �--------- R.0.0'-0" A.F F. R.O D'-D"" A.F.F, R.D�O'--O" A.F.F. ------ ______" 1- - 1- 9A - - - - - - -------- N 11 -- -----------� 11 11'x, iOylJ ------ -------I--- ","_,--" )Q. Iz m I J R.0.3._B.. A.F f= W 6_4 Im 1 I `\ mm R.0.1'-8ONY 3 ism Q \ 1111 11 I " ABALC .F.F 901213 1{ , I'^o I ¢ 11 Wil- 700,14 If t laxmmI W 45-1 7/B'i :99 i d (OPEN TO BELOW) \�,'' ♦♦�:♦ 11111 `1`1 303B 303A `1 _e i i x $ . ♦`` 111 111 6' 6" i =_----- -Ill—�-SCS'===_====PLACE 1 ASI _ L---- ------------- 1'-4" 3'-4' 1 302E BOS FIREPLACE)GAA I 1 �_______i i_________________ R.02'-0' AFF R06'-8" AFk. 3.-'- HEIGHT RO 38-1/2-AF.F ♦ 11 ROOM 302 \ '' ♦ 1� 1111 `111 -----------------------a-IP 0-e' R.0.6'-B" AEF. MASTER BEDROOM ,`1 1 J 11 1780.934 ft 11 4' 3/e'� l 56'7987/16" o, T-------- -r t 2A 302A 111 1 301A Le/�J i II �_—_ _� '�, ' `♦\♦ 111 rql 303A a-71/4' R.00'4" AF ♦ ♦♦♦. _____________FI_ � _. __-3--4- 4 1 ___________ __25__LZ_ _ ____-_ 13 _____ z16B06;1 p ______ l ROOM 303 BO! o 11•:, 1 R.00'-4" A. C \ `111 11 MASTER BAT/D ES ING !°tee, a 11,. 3D1A 11 ililli 9 2B4S 682 `� 11 1\♦ 316.19 fit 11.• nlll P4 r♦ 11 1 1 B.. 1 i 11.. 1 nln r o ♦ 11 1 R {'� 11`• 1 Intl 1 I ♦ ` --'-----'—'-- -- -------- I m RECESS FOR 1`C nll I I r STOVE VENT �♦ ♦ 3A 1 1 , :: ,,.. ______--- ly IIIII r - ------ `♦ 1 l -----3' ----- - ___------- ♦ 1 1 r ------ 1'- 1 1.. - -agnnnu--��-------------------------------- . -0 Bos, I /1 I 1 1 1 IIIII ♦\\ Fq 4-4 1\ 12UNITS71'1 `I ROOM 301 11 unl I 1 l II HALLWAY Inu I - 1 924.921 ft, 11 IIIII 1 c 101.77 ft3 1 IIIII r / R m 1 _ Illi RD.-t'-D" AF.f ��♦ 1 1 I 1 1 I , W b V J S ) O O pFFy ,1 )IIIII I a: \ / 1 = Rfl'9SLB_ -�F __ -- ----- Hill 1jL�5/,6_ I-I ~ H /\ u 1 Bos. � Bos W-01 � 1 I_3..4. .y,' 1 6 9 103E B" I 0.10._0' AFF: 1 1'-4" (OPEN TO BELOW) , I 304A O z a ♦ '�, `I R020'-0' AFF"` 3'-4- 3._4_ a-2 VA' , R 0 3'-4" AFF l- R 03_4" - F - TI---------- �r ------------------ -' =_= - -- -_ - =_____________ — — — — d I 7? 1 I �y'O .—0'-e' 3'-e'--� r ° 'O 699 ♦ I 103E �• �, 1 I I �� f », ]Cis 1 3' S II I R.O.FIELD VERIFY a ' ROOM 205 �12U-0 ��, I 1 ' n 1 °ROOM 304 �d - JJ�� 1 1-4 ll I 304B PLAY AREA BEDROOM 1-SUPPER r CD \ 1 0 II 1805640 ff3 142960 ftir \ 11 R.0.20'-0" AF.F. t 68063 It b49'-9 7/16" rrn 30BAllui v /- 34 ♦ m l --- r Z a G``♦ `. 1 B.O S. - ( ♦` '' 1 �°f•'' 1030 i BATHROOM 2 Q � � y Lu / 6 1'4" I 54.59 ftt 123'-4" W Lu R.0.20'-0" A.F.F. SOBA a 307A 2068 I' r C�♦ �, ♦♦ ,,' ---4" R.0 -A—FF. 57- 3 3'-4- ROOM 206 BEDR00M 2 N 0A.F.F 7 i > 3 - L, 190 ------- --------- - QG A so ♦•`\ ,'' 307A " i� J 123'-4" GC R.0.3'-4" AF.F. 3'-4' I 3 = _ ROOM 307 R.0.3'-4" A.F.F. W 1UEST 2 380 922 ft3 i W 'm 1 IS344 fl21 i Q S4'-3 15/16- 120'0"120'0" 4 -------------- a t p i ----- --=gps--- - - -1- - - - - - - - {`yJi I 6-8' 2060 I 3''.4• I R.0.3'-4' A F.F. R.0.3'-4" A.F...ILOFTI RMEMI,M. - I ' r r-a —0'-1' 3-4' 1 a-a�, !/,. - ------------ -------------------------�°y19 F.1 M N A ...... .... <% $ V1, Z < ROOF SLOPES DOWN 7 5 17 'o-a ;—r:------------ -------T --TT - ---------------- AS )Lil is I ZL 5 Z MOD 53015 --- ----------------------4------------------------------ ------ ------ ------ Ao ............ ...... ------------------- ROOF SLOPES DOWN S 12 2514 SF — - --------------- ......................... .................. ................ ---------- --------------- — ---------------------------------------------- ----------- 34 Y_;7v 60if 13dO3S NO.t/I 9-kill L------L-----e 'U'v --ro-,o X-'k--t—o'v Z PRDJ: REV.NO, DATE REVISION RK STUDIO ARCHITECTURE 1 10122 UPDATE FOUNDATION PLAN PRINCIPAL, RAY,KINOSHITA AA THE WELSCH RESIDENCE 2 PINE GROVE AMHERST MIA 01002 47-51 EQUESTRIAN DRIVE IT 413256.1253 F 4132566619 E rkstudioomedicane.nel ROOF PLAN 1119MINAC ENQWINI� y1ft INGINEIRING/SEPTI(DESIGN NORTH ANDOVER,MASSACHUSETTS 01845 LEDNAFlDM0M4VffnE3t,[P.L StRLKTURAL[116INURN6 SCALE: 1/4"=1'-0" UNLESS NOTED DATE: 09/13/01 7V Mayos AewsN )o uos�en ]u.pn As o 6��sn p��o.�7 I I o m OO 00 � I I I I � I � e I I i I I o a --------- - I I B-,Z t I=I I I sc. 'o. I ZZ _ i 1�41 I a l...._...._.... I I r, r . i i i o i 6R v\ I =2o e m — e N311101WUH30 m • o o= m O o c I I I I i o I I A I ✓. o �—,o-,v \\_ b a a� 2� a H 0 x.y, � o 0 Z PROD: REV.NO. DATE REVISION RK STUDIO ARCHITECTURE 1 10/22 UPDATE FOUNDATION PLAN THEWELSCH RESIDENCE PRINCIPAL• RAY KAMHERST AIA 72 PINE GROVE. AMHERSi MA 07002 POOL PLAN AND DETAILS 47-51 EQUESTRIAN DRIVE T 4 13256 1253 F 413.256.6619 E rksludio@medioone.nef IMMUtIllikC owEEEIRM EcNRcRwN NORTH ANDOVER,MASSACHUSETTS 01845 LEOMEW •FgTlEP.E.SIR(NAAL[94INEERIW5 SCALE: 1/4"=1•-0" UNLESS NOTED GATE: 09/13/01 OWNSPDUT d�,�'.• qf�q� LAYOUT LINE PROJECTED PERPENDICULAR i0 WALL FROM CORNER, yry� 5 N 5�q _ 94,-7 1 2',_7 lip ,,,, _ 102'•6" ,i 1 o 94'-6' 95'-3 93._6.. ,$� t 3..Z4 _i- _-''� if-0' \ SEE DRAWING S32 F0011NC>� �. Q -g 7pN - `1 h09'-2'. OWNSPOU _-- -� 13 5" SLAB 1102'6" Z FOR FOOTING DETAILS INE �� FDO _ 196'-6" - d EEN{E0.E�-i- 41 EENIEREINC - y c� yg • `"z ----KNEE Q �.� ✓ :✓'<✓'; - c ._1 -'- 10Y66i', W� r gAR .g 1 _ d 90-0- _ -✓ - r 102._6.. Q ZO �• S r p A - r ._ I 198._6. T.OW.STE Ii I F o CONTINUOUS FOOTING OR - -�` V WA PENETRATION AND FOR Z -GRADE BEAM FOOTINGS 1 L V4' "iT• WATER AND ELECTRIC 1 p 1 � I APPROVED WALL X� 1 '- i0 YARD I 1 p �• \•_\ ;;,> (DISCUSS WITH OWNER( 1 : 1 1 1 \ > • .r;;.-.. TIES 24" OL • 9B'- ' (MU 103._4.. I p X98'-0- FNISNED GRADE 99'-10'�`y�. '. r' - --r PORCH OE(K FOOTING EL 1 17092 r _ NE� r 103'-2Lu 3._6.. •r.•�> /1..... ..5 O MOULD FOLLOW EL OF r95'6'• PORCH POST FOOTINGS. ¢ 1 `•' -_m 99�6^ 1 • " 7777 •' 1DOWNSPOUT 1 $"g• lg-2 V4' Nr f-0' r4 ,' b- ,' `� ,'„'._.` ,`: 1• ISITION TO SLOPE 1 F-0' 1 1 r TOWSTEP APPROVED WALL `. .. - ..:`.. 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B 6 '1 9 APPROVED WALL > ... ....:..:............ r •„'. -1 199'-10" r r TIES O T4" D.Cr rrr�nn n ........................._.. 96._6.. r r9 10 0 ..1. 1 rsr ri.O.W.STEP 10 STEn ..rr._. � i 97._6.. 3'-0'_.r. i 9 6.. �O �'' `� ':"•��d APPROVED WALL "TIES 0 14O.C. ......__......_ r . •.1.... ..- m •. .\.'\\ `Y\`. -1i •: 1 .19.9.'_10 - S •' . .. 96'-S' _- TOW TEP POOL �1P � 9'-10" 99. .' X r66 ----. 1 39349 02 93•_5• _ 97'-8 3/16" ` ii r r r 9T-B" FINISHED GRADE ,'� � 1` � 1 8' ��� '• 5'-0' 7-d r Lua �' JYCONCRETE PIE `tea' M'`�` .�98-0.. f, n p• ` 1-9 95.16.:. ' - dd,' 4/ °e ISTEE A OVCR EjD- 91'r6" 1 T59 -S 1/4" - Y r r W ---------- J7-4' �5-0'-- 1-Ta fiW 1 m1 CONCRETE PIE 1 r. .. r100'-11" \ 16'-6- __ _____ - a 1`Y qq•_7" 1 1 POOL PLUMBING/ 1 91 LINTEL 2-103— 1 i 'J\` HEBEL 8%16%112 1 1 . 1 DUCT PENETRATION • ` �d 't% • `'R• 'yo-•- \\ a ``9`�`iD`\.\. \�T.• 701'-70' `�,.'.��`3`�'/�l�'`,D3'-2"DiROARINP`•.YA-• `.' . �` __N_G_F_O____0__ •_-_-__11 _- iL,r� � �__'7_"__ __ \1 i®O : i1 • 11 _ 98' "T0�L�H.E�A1 INTERNAL BOTTOMO 99'1" T:D.W.STEP iX8 BEAM k (KET 0 0 0 L-0OWNSPOUT rllNiEl 1-103 99'-7" E -� `ir1 r•... .._.01I..-..-.-._.........__rr Ara-N_wr'HEBEL 8%6OWSTEP ...F-1 1BOTTOM 099q .......... In- -- --------- O.W.STEP AtJ ��___,___, - ---------,---- 115 V4' -.......... . . ...-S ` . I: B.D NEBEL:FLOOR PANEL - r r9 ROOTIir 0rr•r_'i6-0^" �a r 7 93'-61 L PENETRATIONS FOR SKI t STAIR jam- AV' • .1 O ® O5>y�,�r 1 -0' 1 ......................��,._._ .• r HEAT EXCHANGER AND `\ 'r"8 i, DOWNSPOUT 1 III 1 1y _ _ __ —__-__ - POOL ME(H. EL •95'-0'l ,�, r EXHAUST INTAKE. \ dd D3'-2" - 1 1 1 - _ 11 119' r ALSO PROVIDE DRAINAGE ` VERIFY OPTIMAL HEIGHT `. �` ,'96'-6" �� �;1U3•_y•tI11 1 1fi = - --29F b-RVF�'+PE-°vrvv::---- _ --. �. ........ .r. iD'-0" FOR EXCHANGER CONDENSATION OF FOUNDATION IN FIELD \ $! r r 9 -6UJI - I 1 1 8 : 1 1 1 g-bMEBEI FLOOR PANEL r d DOWNSPOU 1 -.7� ____ __ 102-6" _ ` d _ 1 1 r -�-''----- =--- =--- ---------- °4=------� of Hl)4(H ...r i W it O • �` 98-0 98 ._0- 0V4 f..:::..........: 2s\`.\ \�.\ 102.0.. r r APPROVED W PROVED WALL w r TIES 0 24 ii ._2. AP . �A� 1 1 TIES 0 24" 0.[. ` ,96'-6" -�- ---- 7 r a� lY N AM I > � 101'-0.. POCKEBTE 0 r .�...10�A:_g.. HEAR ._., + 1' 10" ,' Z3... c 02'-6" EL. 111'-1 1/4"1 ..�K--mV-}}'.SI_ V'A C • - INDICATES LOCATIONS �. ,' _ i ?7-6 5" REINFOR[ED SLAB 1 IPOURE�-IN-PLACE CON RETE EAM OVERHEAD-i.O W. EL 112'-4") V/ _ r I SLOP[ 1/8"=1'-D" TOWARDS FRONT 1 1 OF FULL-HEIGHT TIE-DOWNS. \ `>'�/ ' o � � I 1 1 .., 1 r-n v4• J S W SEE AID FOR STANDARD T W �` o m 1 1712•-b" 101'-70• FINISHED GRADE W Ic :.- -DOWN DISTRIBUTION • ,'95'-6" _ I 1 : -�— N S h r:,. 193._6.. W DOWNS UT o O' 4 t 1 3 p Z NOTE- REVIEW ALL FOUNDATION r B' •1 TYPICAL FOUNDATION : . ' 1 772 PENETRATION SIZES AND LOCATIONS 1 1 DIMENSION AND OFFSET FROM 1 ' 195-6- ai ® WITH OWNER 1 -T 1 COLUMN LINE. 1 1 - b W RECESS FOR oaacc ���������• -WASTE LINE SCHEMATIC 1 HBC WA TE _j 3mA F a �• SEE AID FOR GENERAL NOTES AND i SPIGOT n CONCRETE SPECIFICATIONS + -0, 1 9-0, 1112'-6" APPROVED W L 1 Je :97'-6" o TIES0 24" '----------------------------------------- o 1 112'-6" -- ----- 109'-B" HEAD :•: • 1 11M - T 603-894-4414 F 603-894-4434 .. -97'•6''----- 1 -JJ'Sllt.....--..... ............. I ------------fPAURED N�LAf{-FO234' BEAI�OVERHEA�4_-_{E-44214"4-11 23'-4' FOUNDATION PLAN 101'-B" FINISHED GRADE FOUNDATION PLAN SCALE 1/4-=1-0- N D2'-2 ve 94'-7 1 102'6" o 93-6 �1.3174, -\ I I 1102._6.. h09'2" i- .\`�6-.� :✓-"`-J _,-'' 196._6. 98'-6" 102'-6" 9 �" -_�- r•_ V 6- _-'._,✓:... �' 1 102'-6- t 02'6" I 1 98 _--' ,, '•' _ [ONTINUDUS FOOTING OR 1 ,�; _ - a �- - ' �-GRAOE BEAM FOOTINGS :y r\ ♦ _—' •. NERIIOIS(USS WITH OW > • iI C i �~• T\ 110 -2' 1 1 10399'-10" PORCH DICK FOOTING EL '-2" ,. >� 1,. G"-D"' HOULD FOLLOW El. OF 1 \ 1___-------- 1 195'-6" 1 \ PORCH POST FOOTINGS. 1 ; 1 \ I_� 99'-6" I I `♦ , ♦109'-3' 1:'• L,'.: , 1 98._6.. I I \ ♦` ':.' ♦1`:.�� 1\ '.'�' ' ll- • i ��� • ,1 i r�98 99------------------- 09'-10' ----`--- -----a99'-10' _6.. 1 T971/4" _S-6 -------------Q9'-10" \ ;. , h08'-S 1/4"96._6..<6" �` '-71" `♦\ ,. .. .______________________________ 109.-Z" I `.6� 0 `':s- ..1• 86'-6" i 59'-10" ---------------------- ♦ -------J1 \ I 196._6.. i 199'-10"�, \ / ♦ `� ` � 1 196 6.. ----� 1 � i �\ \1 199-10" i 1 r •��•• ♦ 11 \I I 16..6.. y \97'— 6" if,- 9 " 1 \ I I r 1 v W 1 \ I I I I I I r I E ' ` \♦ 1 1 II ' 9955'1 , `♦ ♦ 1 � 1 I 1 .. •108-S 1114" / r f— — v�-' 9114. I , 16`6 91 " 99.9..1 / / S Y—' 93�Q1.. i ._6..1 �1 i �a s- - V 1 1 11 I 1 i i R O z= ♦ I I • _.. ` o ♦ • `� \ 1'RS2'-6' 1 9D"B- I I I 1 1011-0" N d `♦ .` ♦` \ .♦ 1 \96'-6.. 1 6._6.. I I 1 1 1 r 91,_6.. �z 7 9'_6" \ 1 1 I I 1 1 `03'_2•' 1 1 I I I I I \`101'-10" 6•-6„ 1 \ I I I I 1 93'-61 L , �• __ • 1 i 1102'-6" I I I I I I `03'-2" VERIFY OPTIMAL HEIGHT ,'96'-6" 'y.\, 1\ i i i i i r 93'-6" `♦ OF FOUNDATION IN FIELD 1 I I 1102'-6- ♦ ♦ ♦ \`` , . 1 `---------------- 1--- UJI `♦♦ `\ ` .. , 11 • 102'-6" / I N ---------------- `, • 1 1 1 101.40" , I W R o 93'-4" y I I I _/ f W LV U) .N. OR'f.-2. I I I 1 , , ♦ ufJ 1 I 1 I 96-6 i ---------1 1 = Lo y ♦ ♦ , 1 :•r. HEAD y U) Pap>♦ ♦` 1'-10" 1102'-6" _Y'_10.9_1L SILL__--_ .-6.. 0 • NOTE - DIMENSIONS SHOWN FOR �6\' ?7'-6' N g 2 TIE-DOWNS IN INTERMITTENT LOCATIONS ,.' �� m J cc w IN TYPICAL LOCATIONS. CENTER IN CORNER 103'2' i i 1112'-6- W F m.- OF OF FOUNDATION OR FOOTING. • ,'9S'-6" 193'-6" y O i 1 1 1112._6.. O Q 195'-6' W W = L— I L Q. SEE A 10 FOR GENERAL NOTES AND j CONCRETE SPECIFICATIONS i i 1117.2_6•.'-6' 9 '-- J ---------------------------- 1__----- --------- --8" HEAD 1 •.'.. 112'-6" • 1 JIM - T 603-894-4414 F 603-894-4434 �• • 1 i t"SILL 1 ....... +I— ------ ------------------- FOUNDATION PLAN FOUNDATION TIE-DOWN PLAN SCALE 1/4-=1'-0 102'-2 1/8" 3-6" I 2 > A19 — — — — ---------- I-- 1A \ 1DSE 104A \ iS 7•_y• k 13'-b" 109'-2" 19 r'� 6666- 1 W GJ 98'-6 o 3108( t\tt '� \ 1 I I Lu -)j 4" ,.. . .:'. � .,: 109'-2 5 ----6666-- �\ 1D9'-3' A19 'tt ---_i `J1 5-6' —'--6666—' _ 135 136 1 7 O•.�'. i A18 / Al 0 A18 I i f y 95'-6" I I t 141 i k . ` 140`•.O` -- --6666-- --------6666-- 2A 1790 V r, 102 i:.' D. 116 o `:. 133 t.._8 101 i::,COL3IIP.E 115 w i r2 9 -' -- -------- - -- ------- - - 108'5' 1 4`•-WBX'.18 •09._1..T.0.5 ,.. X18 8'-6 ...---. I ....--_.._. �..r -- ---------------------- ----- �_>,.. -n�� v.i,� i i 'r;'i O,' 'moi• ,109'0" 1 .. .+1 4 .�..... r,a 6 7 ..... .......100 .. r .... ............._._ r o Gl rO 6' ..................._............... - 1.L. LI. ;t.. \.`6, 109'-2" 131 123 `1tt;•,`.� li a 99 i i r�i 113 A2, 10. '-. �' ............. .................... ... .. .,.. r,.i... ...._. ...-. ..ice.._. ..r _ _ ... .......... 0 0 Q 13%3%3/16Y---r--6666-- - - --- 130 122 4,1- ,\--- 98 i� a' r;� ---...L. too 0 Wit,•:', i:iW i _ r: 112 COL4 19'-9 1/B' l I. J .. 6666..... .-� I'iY. ..... ..i. ..i..5 I I O ............... ....... . --- - ---- ----- -1\--- --�--- - -- ---- --. ...... -......-'---- -- 6'- \.' .,°..' S/8"D.ANCHOR 0 .. t J ;,rl,.. .. -�•� D--- BEAM POCKET Alp. 129 O 11: r'�_ -- 111 r ... . o .. r I E GB \ O STEEL BEAM WB% ..... ........- r 6666 - .'f7� 11D'-0" MIN. b" BEARING O V_O V4' 128 i,;im SEC..SKET H 1 JUNi.,rr +7 �1�L1wfi 1DL•-B"19.5--- -- --- - --6666............._.�.:r'„- -- II 6666- _ tel. F.-r..�.-- ---....1:\.�. ..._... ...... .--rr ...r:: --- -- - ----' v.' _--- --- -- _-- _ r r--6666----I-- ___ 9 _____ ITY ______ __------- EB __ ___ ................_..... ...... _______ __ ............ .._._...._.... as rr E STIFFENERS P] y N T 127 D „t r 109 X 1 c IN. BEARINGKE( .L. ..'Cq.. BEAM PO U _ 6 ga G� _... 4 - 2T ....... .. _. ... ----------- ------- - ui —8 - - E t' -t v,' _ ' •r a� _ OC 125 ::I .. t.1'1 , W16%36 \ 5' 93 i W08-- 1M T-8"i.O.S .. ;.... --- - --- ��---- � -6666-- - 6666- --- -6666-----�= ^s -- --- _�_�-___:: - ,\ A _____-VL X3X3 116 '��- ._O `..90.. SXSX 1/4 92 I t W _ y6 .- Tom:::::::: Y 3 BEARING O p_0• ,tt o T 3A ---....._- ��- -LIGE.-- --- - ---\® 5 BEAM P}pp},,[�E PIPE M 4" BEAgIN COLLA i..i i.. .2•.. "O.A N(HOR A20 19 i;;i COL W 91 V "i; A18 r 104E o i..i ff _ /B2 0 O(. - gym' r` - ------------------------- --9--3/ .H 3'-4" + ,t�� 7 - -6666-- —O 6666- �� 5 3C I I \ I STEEL DE( TO BEA - 6666......--- - -------- -' o E K .. M t1 � N7p �-} .C7... xI I 78 I f2 4” RECESS IN AA( ITYP.I t W 17 ra 1 S 89 .1.. . _IN_ _—.—X6_6_6 _ H��^ u tl b fO 3103B5/8 1 BX46X, - 1 ......88 .... ___ G` •is ,. 10._0.. 8.. L 19 87.. ..... d TEG 1 12 � �3s7,�go \ A A17 4 � Q A � \ -....._ - 6 6 - 66 - - - � 6666 '- A71 e �6 n 1D8A ,.'OT.121 SLB` THREAfIEO 74 75T ............... .... _—_—_------- -� a x . r . 6666 — 76 i BS -A GF 68. O,." OO l�/ 4"XB"X3/B" Sit P.t. I r----3 ----- 66 67 68 69 7 71 72 73 O;O 84 I W ao ,.i D.S. " .109-10' O moi . .... ......... ... p 103A A20 83 N UJ / 1089 'L1__. • ......BZ. ---- s r C. .. I 27 F 6,-B. �i..,' qjr 080 A17 iiilie W16X36 12'-6"TO.S. 81 L Q II ),,,,,, ---6X36- 6666-- ) 6—_—_—_—_—_—_—_ _ z Se 10D'-11"SILL A : :: 3 � sa I I us J: 112'-6- A17 W I ' GG 93._6.. I 8 i 55 j 56 57 58 59 60 61 j 62 63 64 65 �.: 112'-6" d Ly � Q I 9s'6• I W m 7I -- 112'-6" 'I -------LI-----------6666-- -� � e I I 112,_6., I I 97._6.. 97'6" — — — — STRUCTURAL - EL. +110/+113'-4- I 1 I F.1 p L A 17 ,r64 N o O O O O O O 0 I z A19 iH-P,PF------------ - - 1A \ I I p1 b "i ii ;;_�= Wgy,11S-•Y I I I I � o L p W z A o 3 I I J \ I I c� •' ,� . %' , 187 BB 189 190 191 � I ' 1 F I N I I A 19 0 a,:): ,8T 183 184 185 186 : :5 F 6 ( S A70 I -- 7 A19 ` vJ A19 �I: A58 f A18 A18 , I 111 I c °xS 1B• 4�.ti/„ 2A -- - -----j---' .�� WIDEN BEAM IN II--- ----- -/r - ZA THIS DIRECT{ON BEAM MODIFIED 3/12/01 P ;1111' b'-0 ..WI SEAM IN 6-1 1710 a - o p itz26 � '• ,'�' ^,1 �' DIRECTION; `"x A20 iii i 173 : 2P `_T_-_ AME>;:BEAM CENTERLINE 't : : 120 0" �+ o 171 172 �:�— `'•;}� u 168 : M r f ----- -� 166 167 "lt N ii ' 92 193 I? LIg SEE DWG S2.1 110 6" ' OR 263 DIMS - & DETAILS ` I``o il��_ _%ANE 0E "I 174 XS c 17SA W a /�oi9s�'ri"P --- -- WBX - ..T.O S• �Ixtl a I _ _ 6 2 L m 5 _ - - COL�e 5 //�', 900E 9fyjO°F O 7.8 .4 SXSX1/4 ' / W W W \ °4S of ys G si 3A E ` TUBE A20 O A 10 -\ �M+,Si`i, ✓ 2'-4""_ 09.A 3 0� f 4 a£ >s S,o, I I as_ y6 Joxie 122'-,"T 0 6 , -- ----------- l--m Wm S��: i a-9•.. :, 120._0.. f 3•- 0 N H � OT 121 5/8" THREADED `\SIC SK-1 FOR � 5 00, FULL WELD TO LOWER EARMIG/ BOND I A18 A17 f Cc FACE OF ROOF RAFTER BEAM kJAIL LTYP1 ' 4 \ WELD 1/4" ENO PL 2A A17 b FOR CLOSURE Azo O III' }'�\ � �`.WELD N4 DOWELS ® W SHOW. 10" MIN O III EACH\SIOE• SIM TO SK-1 dl� -----------------(D7 z F i A20 in 5\ 152 : O 150 ' 0 159 W HED H c �. ( I 1 t •27-4• -- V - - W16%36 12,1, 2'-6-T.O.S.: 16 Lu 4�) _ 122 ff-P A17 Lu I b y Op vv ,43 144 145 146 147 : b Q W = 120'-D' II 1B m: r R-d Vd' ----- ------ —-----------------� AA STRUCTURAL - EL. +110/+113-4- 2 F.1 A17 �N o . I I 7V .....Rsu,.N,o u on \uspn Rs o Buisn peaos» N C � W. ' ' 1 11 /" 1 9�Ay \11 T 11 1 1 11\ ♦ i �''-li' \\111 •I I I I 1\ I 11 1\ I Ilo 115 I I l x 1\ - 1 I Iim \1 1 Ili \1 01 1 1 1 1\\ 1 I r \ 1 ' � I I 1 N\ ➢ \\1\ I mll rn `_ 1 WI o IP: 1 VVV 1 1 VV \ IL I iia I o iii ^ �' - `------- -�L------------ I NII 11 ® 11 0 SII II ,�,0`y4; 1\ c 11\ II I 1 II It II III 1 1 \11 --1 o it r+"y'\% ` 4 1 O I 1NdAI1 %)3D JOOd 4 N 11 1 1\ QilaV10SN1 18 0Lh-1 I� rh 11 111\ ' \ 1JAV9 OZ NVd508Ad 11' 1 ii in 11 \ W31k'IS 30Od dh SV14OVD1 ,�(\���� Il0 ♦ 1 __' _- IIS \,-!101 \ \ JJJ' 11 -o/1 113z�- .__ I�yL) -----------------------------------I II __�.I �� 4 ''n it iix 'y'� Od 1 11 I -- ----- --- -- '� 1\ l' n 11, 1 4H3ti \ \ .�` II II K �� :9 1 II 'I I IIS IIw II j- �\ \ ,rI\Z 1 1 9\�� I I ii 11 lil IIx II` oa� -�'' I ♦,\\\�\II \1 1\I I�cc 1 " I l III 11 11 A7 ISI II IIm I i O III 1 06 1 l I I III II I IIx i 1 1 H N ,4 m .4/I 1 I 11 it _ (SWIG 80J A113 13r'3db1S WV38)5L81%8 ) hZd 11� 77 1 m -- ---___= I 1i�h/ %f%8 3801 WDItl Eld ____________ _______________ ---13F�111 dIli 113 35 S]dQ1idw Lam' A I'WIO dD3 A313 33S-S33J�1S V301 5681%8 ] __ g (WAIT 3004 a o � ____________ _ _ ` _ ,o-�_�, ___-_ir__ ____-______-�IQti [�lVl- 18 OLI-I � IIS 1iA e' ii l titin 1\1\ I I I p b 1POV91Z NVd50dAd \�♦, I IIx I �� 1 ' \1 11 W319AS 300 831SVWUVOI 1 IIA I I II II IIS � II A II A 4 II ii \1 -' l l p '♦2 11 0 1 0 0 11 O \I S I I I I I 11 '1� 11 I Ilu 11 110 II II N Il N i: 1 l I I II II NII,' 11'� G IIx ^2 11 I I I p 11 IF it Ilx 11 W 1 L iix § p 5 11 1 1 i I I nip IIx I I� I l v i i 11 c I l c 11 II �l IIS II I 1� IL I '11 1 I< — — -------- -------------- o - .Z/I E-.9 Iit I 1 � I I� 1 I I I I q,\4�� I I � � �•,, _ I I I .o-,r---T—,O-,t a,s--- —,o-,r—� —.o-,s �k,s PR01: REV.NO. DATE REVISION RK STUDIO ARCHITECTURE 1 10/22 UPDATE FOUNDATION PLAN THEWELSCH RESIDENCE PRINEIPAI. RAY KAMHERTAIA 72 PINE GROVE. AMHERST MA 01002 STRUCTURAL ROOF 47-51 EQUESTRIAN DRIVE i 413.256.1253 F 413.256.6619 E rkstudio0medioonemet _ ISIGN NORTH ANDOVER MASSACHUSETTS 01845 LE"""'"c DM-FEMODIEERT11 OVk(NRINE(RWfi/SEMI RING ANDOVER, L�NMID MDR9EfORfIER,�E 9RIX IVAAI[N61NE[Rwfi SCALE: 1/4"=1'-0" UNLESS NOTED DATE: 09/13/01 i .L EL •138'-0" IOP ROOF STANDING SEAM'RHEINZINK' ZINE ROOF ITYPt AAC BLOCK 86.86 SF o 3078 I AAC BLOCK I4 0 SF a 5� GuzIrK7 SF AAC BLOCK 106.56 S GLAZING 20 SF i-8- _ ss ..—---—............."."".........."-.... .........-"......-........----------------- -----------...------....."."...--------------------.--- --------—-- --" -- ------ -" I--------------------i--...-.------. a MC BLOCK 7353 SF- AAC F.I. - ..-. .-"."........"..........-......-....------ Q z AAE 11E-DOWN ITYPt— m CRAM 1094 SF � I LU tg 3 n 'RHEINZINK'RECTANGULAR i fiU1TER 200MM W % 170MM 0. ------- LL. lL 8%8%64 ' I AAC BLOCK 143.18 SFSLUM PEIR111 2.911 SF 1 33D B UZ-- ----------- --- - -------------------------------- ....-- -- -- --------- ...... .-" _ — -- --- -' --------- ---- ------ ----- --- ---------Ez WWINDOW a 2ND UPPER LEVEL ""-. ................... --.:: AA BLOCK"108.OTSF300.S3""" SILL'3'4"A.F f. m ---��--�— ---... I -----�-----..... -------------�-�-------------��------.... I �-�-�-- 8)(8%64—�—�---�—�—�--��----I- 3'- _ ....1._ 8X8%64 � .--� ------------------- � EL. •7200" -. , / � UPPER LEVEL 9 AAC BLOCK 108.07 SF I I ��/y���Lu7{ GLAZENO 7794 SF / x` I 'RHEINZINK'RECTANGULAR k�J SII I L—STUC[D FINISH ITYP GUTTER 200MM W % ifOMM D 'RHEINZINK' I ( ------------ SEE h OWNSPOUI I 20 MM DA e DRAWIINOA10.1 10%16X124 j. o - ----...-- ,-----....L.._...- ----- --------I EGRESS ..----- FO EVATIONINFORMATLON..�...""...................... ......"............... ".-..--- - - it_ 1..----- ---- I---- ---- ------ ------I- — -- --- ---- - -- ---- ,L ELS_ a 'RHEINZINK' m 2ND MAIN LEVEL WINDOW AAC BLO 8, 103016 I I SILL 3'-4"A F.F. 559.1D SF �.-4. I I I EL •110'-B" ......--- '- ---..--...'--....---....-- - ---- ------------- ---GLAZMO.40.44 SF _ ." ...----...-- -----1VING.ROOM. — DOWNSPOUT ttf 120 MM DIA .-.-.---.- -......-._............... .....-"..... -..-. '- -. -------- ".-....."""-.............."......................--------- .. -"-.-.-.-""-""..". ". lE E6� - AAC BLOCK 217.85 SF � nAIN LEVEL o 0 0 D I 10 .B Bn 10,A ,O2A ENTRY OCA •_y GARAGE DOOR SHED DOOR I ,DBAI ,OBB 3.4 I -_------------__._----------------------- --------_._.-..-.._........---._..-:'....._.�.....t-4................... ................._.... ............ ..___-.. _ -.-----.-. -N.----.-._....""-,ra...""-."....""-"-...... ... ..-.... .----------.-- -. ---. -""-.-."._. .L EL 103' .. _. -.__. .. ENT BY LEVEL . EL. •101'-0" RAGE L VEL B30 i .100'0" 1 1 I 1 i E .9 LOWER LEVEL U •98 r, RAG0 i --------�, W m `-------------------------------------- 53 -------�-------------- ----- ------------'---I--------------------------------- ---- ---v i LOWfR GAE LEVEL I i I i i LU i 0 ///// ----� i---i EL •95._.. = o c ------- _____'_____________________________ ________J__ __ / I L_______________L____ ________ P{,D(i _pYf{fFRNI�A{L ¢_¢ iL----------------i __________________i GENERAL NOTES / ALL TRADES: Y=s M 1. Coordinate with the work of other sections. Furnish all temporary 02200 u SITEWORK 03300 u CONCRETE foil ifies, permits, labor, materials, equipment, and supervision as Strip and stockpile topsoil. Excavate, backfill and grade for. septic Provide reinforced concrete footings, foundation walls, pipe sleeves, Domproofing- Foundation coating per mfg. ecommended procedures. TYPICAL RDOF ASSEMBLY- required to complete the work as shown on drawings and as set forth system. utility trenches, propane tank, driveway. building structures, basement windows, floor slabs, sonotubes, stair pads, and garage npron below grade (remove ties and dress exposed foundation) Provide all rough and finish grading, including fill material and gravel as on frost wall. Furnish and inslatL all concrete accessories Including but not ROOF IS A SINGLE-LEAF NON-VENTILATED in the Project Manual Furnish certificate of insurance STANDING SEAM METAL RDOFIN ASSEMBLY CONSISTING, IN THE DIRECTION 2 SUBMITALS Submit for reviea and approval all design/build required. 8atkfitl and fill material [lean and free Irom contaminants in 8' hmiletl to steel dowel connectors, sleet reinforcement rods and mesh, Foundation and understob drainage Pipe 6 4" min Dia Perforated pipe, OF THE THERMAL PATH, OF A CORRUGATED lilts, hood tamp between lifts anchor bolts, utility sleeves, window forms as required. on ravel bed to clear discharge area. W proposals and shop drawings, somp[es. product data. extra stack, D q METAL CEILING, A VAPOR BARRIER (OPTIONAL) worranty documentation, mamtenon[e manuals and instructions. Backlit) should not be placed until first floor structure is in place. Submit for Owner's records and original report of concrete mix design ENKAMAT OR EODAI 3. DUALITY ASSURANCE comply with governing codes, regulations Replace and provide additional topsoiland grade in 4" course over from concrete plant. MOISTURE PROTECTION A STRUCTURAL-GRADE CLOSED-CELL RIGID V and industry standards. Use experienced installers. Deliver, handle landscaped areas. VAPOR BARRIER IS 'tENOARM"AIR-VAPOR BARRIER FILM, B MIL. POLYETHYLENE BY RESOURCE 1/2" DURAFtE INSULA710N, SHEATHING, STANDING SEAM METAL Z in Vern location and protect existing underground utility es, mains, and Footings - V-0"h x 2'-0" w continuous strip looting wilh (2) - #5 hors horizontal ROOF INSTALLED AS PER MANUFACTURER'S W m and store materials in accordance with manufacturer's instructions. Y P O D Y DP CONSERVATION TECHNOLOGY SINGLE SHEET EPOM ROOFING AT Use materials and products that have been in satisfactory use in drains Provide trenches, sand bedding, and backfill as required for utility Overtop rebor 30 bar diameters (1'- 3" overlap) at splices and corners. ROOF GARDEN BY RESOURCE CONSERVATION TECHNOLOGY. 410-366-1146 SPECIFICATIONS Q O connections: 1) water supply 2) sanitary sewerage or septi[ connection Provide #5 bar vertical at 4'-0" o[. min. or as indicated on drawing. simitor installations. f/1 31 storm sewerage or site drainage 4) electrical service main 5) Extend minimum 2'-6" clear above top of footing 'A 4 WARRANTY Guarantee the Work far a period of one year from the q UL W/ 4.1" RIGID INSULATION (PDLYISO(YANURAiEI VJ f tele hone 6) [able television 7) driveway lighting Bend 00itom of verticat rebar ontl alternated direction of bend. Concrete shall he Type 1a, strength 3000psi ® TB days, air entrained date of Substantial compLetion, without limit ,D any other warranties. p Y q g FOLLOW MANUFACTURER'S SPECIFICATIONS FOR W Com tete drnewo os shown on Site Plan Surface shall De 2" Asphalt I1" Provide 3" minimum clearance from all reinforcing steel in footing to conforming to requirements at ASTM 0115. For [old weather placement W IH express or im lied. Provide additional warranties as s e[ified under P y P INSTALLATION P P P surface of concrete. All footings shall rest on undisturbed sad below frost concrete shalt he Type III high early strength mixture, 3000 psi 0 28 days, wv the work of certain sections. surface. 1" Binder course) line-medium grovel on min. 3" compacted ii = aggregate base [nurse over 6" compacted sub grade on undisturbed sof[ line, ai a minimum hearing capacity equal to 2000 psf. Bottom of looting air entrained ASTM (175. Air Conten) shall he approximately 5.0%. TERMINATOR W/ METAL [AVE FLASHING V 5. MATERIAL AND EQUIPMENT AIL Materials aln as specified herein shall elevations shat! he adjusted as required m the 1ie10. Column footings. as Portland cement shall he Tree of all lumps, mixing water shall be potable T W Q De new, m manufacturer's original packaging or containers, from Provide rough snit finish grading to 10" from new foundation for positive i � y 9 P 9 9 indicated on foundation plan. and tree from deleterious amounts of ands, alkalis or organ[ materials. site drainage away from buildings. drives and walkways. slope of p p y HEBEL BOND BEAM W/ ROOF ANCHOR OR FASTENING fA unilorm stock tats where applicable, and in new condition at time for Protect concrete to prevent loss of moisture ontl to promote hydration. p insto[lotiu ton and final acceptance by the Owner Any substitutions shop unrelametl earth not greater than 2:1 Provide insulating protection and heaters as required to maintain 0 V-6"O( MIN. OR AS PER MANUFACTURER'S V/ Z Furnish and instalt septic system according to approved design by Foundation watt - 12" reinforced concrete keyed to footings. Provide #5 he sub KING prior to execution of the contract. temperatures of 50 degrees Fahrenheit for al least 5 days. SPECIFICATIONS J Ir C b CLEANING 7 CLOSE-OUT O Secure materials and toots and [lean up Merrimac Engineering. Coordinate and pay for all permits and bar vertical 0 4'-0" a[. overlapping p looting pins. 111 - #5 Dor horizontal ¢ W inspections. at top of watt. Column footings - as indicated on foundation plan. 9MM VAPOR BARRIER (OPTIONAL) W ~ 2 project site doily. Provide )foal clean-up. Concrete shall De placed os near os possiple fa ifs final position, in N 7 EXECUTION Install materials and systems In accordance with horizontal layers of uniform thickness. Each layer shot be thoroughly 1 1/2'0. CORRUGATED METAL ROOF DECK 0 Z Slab S" reinforced concrete slab with 6" x 6" welded wire fabric, 8 mil. poconsolidated by hand tamping or rodtlmg before the next Layer is [yethelene W manufacturers guidelines for dimensional tolerances. Adjust, [lean, - polish and protect interior work, finishes. fixtures ontl hardware until vapor harrier continuous 3" compacted gravel base over 95% compacted lilt, 5/8" GYP. BE. W/ 1-BEAD = P P positioned. the subgrade or corms should be free of Ice or snow. Formed W � m finish b or broom . substantial completion. Remove al[ stickers and labels except Ul Trowelsurfaces should be tight and well braced, 00 NOT PLACE CONCRETE 0 BEAMS T xn Q approval, door ratings, and mechanical equipment fags IN STANDING WATER OR ON FROZEN GROUND. Retaining walls as per drawings. Dowel 0 2'-0" o.c. to foundation sail, r a w/ expansion joint hacked by waterproof strip. Weep hales of base, 2" dia. Provide control joints on large stab areas, maximum spacing of 15' 0 4" O 0' at. intervals. Provide isolation )Dints between floors and walls and columns. Space #5 verticals 012' ot, where wall exceeds 8'-0' in height, and 0 24" of using 1/8' thick asphalt impregnated fiber sheets- where watt is less than 8'-0" in height. #4 continuous horizontal at 18"ac. TYPICAL ROOF A S S E M B L Y Ifypim[ all walls. AIWA 17 17 n -------- -------------------------------------------------------........................................-.-............_-..... ------.--.---.- ---- - 16.------------------......... ...............................................................................................................................16............._.....----- 5 15 8''p114' 14 ................................... 14 0 12 - m -. 25 13 13 m -- 0 z [BEAM 263 BEYONDI� --- 12 ......................... 12 0 3 ; !� -T F.OR...._-----....... A EL •120'-0" i--- ----- - o - -. .-..--SEE-SK. _ ______ 6xBx64 __ EL 720'-0" - 'EHANGE-BEAM MKET-...---- --- -- -------- -- -- '-----......_...- - ----- ............._------....-. .-- --19 - ------------------------ --- ...._._...----------------- - -------------- -----11. LOCATION : TYPICAL END DETAIL UPPE-�R LEVEL I �TYP 10 - 10 0 _ 8XBX64 WELD ROD -01/4' 9 9 FACE OF 8'-p' TUBE B IY ---------------.-N�i. ... ,�, 1 8 ....---....Q-.........'g.:--- ------ --- -- -----.-...---.- -------.-. _' - +, -------...------........... ..---.-....--- - ---.... .I" -8....-..-._..- --- - - ....-__-----.-.....--------" ---------------------- ...........---------- _ ..---8'--------...----------- -- _: 5/8" THREADED _'-- - ' o 7 'RDO IOi. 21 LOCATION AS � 7 �. SHOWN ON PLAN 1/S2 a. EL •110'-0" _ I EL •110'-0" 10" HEBEL FIDOR PANEL ' ' MAIN LEVEL o .... ...1b''.HEBEL FLOOR PANEL 6 MAIN LEVEL e 5 _ ____ ---------------------------------- _ o --'-- ________ _________ i- 10X70%100 � 10X 10X 100 � BKBx64 - W12X 14 � 3 0 3 - - ............... - .. -' -- - -- - - --- - ----- -------- - --- ---..-..-...--... ------------------ - ----- ---- -------......... . - 1088 i- - o m 2 2 i o 0 0 EL. •100'-0" _ EL •100'-0" i � LOWER IEVEI o i � i i i � � LOWER LEVEL � '- .... ..._......................_-. ...- A EL •94,-0.. .................. ...-..........................-----....-------.-.------ ---.. ..-----...--------- ------' ,L EL •98'0" ' - .._...................--------- SLOWER GARAGE lE4EL ....-.......-.......-......._...-...- -- ----------- ---- IOWER�GARAGE LEVEL GARAGE WALL NE ' GARAGE WALL SE 18 14 Lu� ® _ � - e 17 17 -- ------------------------_-..--...--._...-....---..-------------------------------------------------------........-..-----------...----------------------.--....--...-----------.---.-------... ..........----.._ -...._-.-'-...-........--....-....---------------.----...-_--.---..----- - ------------------ .----..-----.--....--.-.---------.-.----------------------.- W �, a 1P-D' 201-V 2Y-4' _ o + 7T-8' 7'-B' 15 1s IIt 'U'B 314• I m - 14 14 I 2�_ BEAM POCKET LL 13 .. 12 - - x - i _.-...-._.-------..................... - - - - '- Na W r - -- �. . 2.s��.g 91A VY g12 12 CCd�� �g-Y V2' _ ........................... _4.p- -------------. 4'-B' F-D, r--------------- g2, --i 10xBx 100 _ _._1q--,{ EL •720'-0" EL. •120'-0" ............................... ..........IYP:.--.-.--- - UPPE UPPER LEVEL � g"Y F R I•S 10 10 ---'> - W V-0511. i,---Bx8x64 _jo m i._ 8%8 4 _ %8X64 U'GI 211A ' 9 R'-0' 9 1D 1E m Z a a _ n e'a• s W o ,... .. ,". 8 -- -- ... .... --- --- ---- -- _..- - a m m O F � 1- :: 7 W a e' �p ui -11.-.. EL. .110'-0" ------ ---------- -- �� �----....-_.._ II ..6-_,� EL. 0 0_ A s HEBEI 10" HEBEL.FLOOR PANEL.............. VEL .--.... -..--.-....._----.----.-..-.-- MAIN IEVEI ......--.... W Q - '_+ _ y --- - a ry S V Crc to to --- --- `---%BX 4 8XBx64 2 i_ BxBx 4 __I a -- 1018 • BEAM POCKET 8x8x64 - ,... e \ R.O. AS � � � Lu 10%10X88 REQUIRED W y p ' 1 - - o - ...... .. ..-'-- --- - -------- -.-.. ----. ..-.-...........------ _ ....---..-.._-.....o.--- _- ---------------------- \3-'k-- -- ---------- --------- -- ---------- ..- - -.-......---. ..... ------ .---...._.........._.. - ----- - -- I-- - -'- W Q Flil o i i o [( •100'-0" ' i A El •100'-0' .!-----U-- a -----------------r -- ----------------------- -----' - - ----..... ...--- ---- - .............. - - -----.-....- �-- - ----.....-. --- ...-1- - - ---'........ + ---------- .......- ----------.- "12 Lu -.....---.....--.....1/..-/_-1.. .........-- ---- - - - -- ..................... Tr 2 i ......--. ,.�--- LOWER LEVEL LOWER IEVEI i ' i EL - EL •98'-0" ' --- .-...-- -------- i LOWER GARAGE LEVE LOWER GARAGE L -------------- '--- i GARAGE WALL NW W2GARAGE WALL SW A10.1 9A 9 3A 2A n Y 1A TYPIL L All UNITS, 2250 Og OTHER EL •138' 1" EXTERIOR TOP OF R00 /314 ,� STANDING SEAM'RHEINZINK' 12 it /-g• �.Z, ROOF ITYPI D t.S 2.5 ILL ANDIUR HEAD 1ARTERS WHERE 'i � P__-1-F.O. ISABLE, OTHERMISE YITHOU7. INDOW DIMS GIVEN TO YREW WASTER HEBEL WALL e 1Y LL ROOM WEST WALL INTERIOR 3X 3X 1/4 8'-7' _- - AAC BLOCK liB 3Fl W/ 6% ° "... s--.......-..I_ ..-.._L___8X8%64j.'"a _ .. r.._.."" ".3':1'.... .GLALNG55.55SF.. ...... '--- - u=6LB[K ----- . _........__...__".._.-. G BOTTOM F _ z o C LOCK 74.7 SIF I _4 1 TYPICAL DETAIL AT 90 DEGREE JAMB/HEAD W l.. �;. 3028 /2' 3y4i „q `i j o Lu CLAM 55.55 SF APPLIES i0 ALL WINDOWS, CURTAIN PALL, SLIDERS J AAC BLOCK 1 .7S SF I m I SEE DETAIL NOTE: SEE WALL SECTIONS FOR HEAD AND SILL DETAILS y 7. GLAZM 60 8 SIF n ( AA(iW-OWN ITYP I--_ _ e AAC BLOCK 405.45 SF T 'RHEINZINK'RECTANGULAR _ _ _` 3 4 ®? 7 A ANCHOR @ 2 0'O.C. --- EL •123'4" zz --IT 6LbCK - .-..--�.......... .... ...1_ .----...__ JBL-0Ck ........ m GLAZMNi 134.5 SF -- .._638?---._..... ..._ - GUTTER 200MM W X 110MM D .."............... m 'a.""... _/' __ ___ ". TO HEBEL JAMB. 2ND D UPPER tEVEL� 'S'-=-POWERPAMS4.S7"SF- -" �--. VP'--....... - �---�- -- "- ;e I W CONCRETE56.35 SF MA f".. .. 4 LOAD S1ER/METAL R00 � Ir, w WDIMS BXB64 �— U([D FNISH IIYP.. OIVENiODBXBX64 '--- _ „ -- -- --' - UPP2DO METAL INF ILL 3 - I of ANGLE T MODIFIED LIE ' 8X16%112 ILLOR FRAME EE S3.2EPTH FIREPLACE FOR PORCH ROOF I I LEVATION BELOW SEE 2/A 19 oI A BRACKET DETAILS o FOR TYP i o i. 1I I II SLIDER SECTION -"..... ... . .... . ....... ... .. ----- -- -- --- --- - f "..._....__. ._-. A PAR PET 'RHEINZINK' -4'AF F. 7_4OWNSPOUTL'2END• E W h o- o WALL EL •110'-B" 1 EL •110'-0" I --.- TYPICAL DETAIL @ ANGLED HEBEL JAMB OR WALL .. LYING-ROOM .................. .........................".._..""......:.......".....".. ...."""...""."".. BAC.BLOCK 24.7 S SF....."""_"."."..................' '_........"_' 13'6.. 20 MM DIA. 1 MAIN LEVEL I�"����-"���� GLAZING YL4.7 SF v I� - � f -- ---���----"--- ---- NOTE: JAMBS AND PALLS ANGLED IN OPPOSITE <o e AAC PARAPET 6623 SF DIRECTIONS ALSO EXIST--USE SIMILAR DETAIL o ---------------i -----------------------------------------� W16X31 WINDOW DIMS TO F.D. STEEL 104E (IND _.. ..-.... . _ .. .. . . .. 6'-9 S/1 I. 19-9-7/.8." .. _ ...._ ... -- ....-. . 6 ..._... . _ a . _......... ..._.... ---- ---- .-".... ..... NO ....... 103ET - 0"ENEI ....... ........ LL�� ANG ypyp yy EL 102'-0" I MTA W�O� LE _ L WER LEVEL , E. .98._0" --z- -� I LOWER GARAGE .--------------- - r oW e m ` --- W m DETAIL IF CORNER WINDOW. 205A/@ B = c a _ W N POOL ME(ANI(AL \ f- --- / DETAIL SIM 206A/B. 302B,C 's N --------------------- ------------------------------ - ------------�i Q= v Ex1Ea\oR � 2 <N LER\OR �Y GARAGE BDDRS 'THEAMACDRE' 591 SERIES BY OVERHEAD DOOR INSULATED STEEL SECTIONAL DOORS EXTERIOR DOORS . H25 a WINDOWS WINOOWS 0 r 103A., .- ,. 101A °e 102A mal ` W GARAGE DOOR SHED DOOR �\ _- 10 V gff @,p ,' , \`\\ 8-FLOOR PANEL JAMB DETAIL @ SLIDING DDDR/CURTAIN WALL 1058 11 SHELF BEYOND DETAIL SIM @ 105A,104E,ETC. L1.1 r EXTERIOR EXTERIOR CUSTOM ALUMINUMe r Q N AWNINUM DOOR ALUMINUM DOOR INSULATED � - DOOR -------------------- .9 LOW CLEARANCE m _ INTERIOR 'A W/3 LIGHTS N 2; !WAIL BEYOND pi 3 2A 4'-T A FIREPLACE CASTER FINISH ii = B'-0• 6LA GLASS �6LAS RECESSED FIREPLACE SURROUND, • —PLASTER FINISH V STS-at I REEESSEO _ Q _ fAf GLA �� GLASS GLASS Z? WINDOWS WINDOWS "_---- -------N------------- - - --- - ----------- RIP EDGE- RIP EDGE /♦ C U!� ROUT INTO PROVIDE HEAD 'V'AA _ MASONRY TARTER WHERE V/ 08n m to88 RECOMMENDED J ALUMINUM ALUMINUM\ ALUMINUM\\ m 8'-! UJI Lu W 0 GLAZED ODOR GLAZED DOOR GLAZED DOOR 3 L: Z OL ALIGNS W/ WAUSAU 3250 OA SERIES WAUSAU 2250 SERIES O Q INTERIOR DOORS/SLIDERS m —OUTER WALL PLANC Lu W = H75101A G25 4" TO CENTER LINE 4" TO CENTER LINE An INTERIOR -�F WINDOW FROM INTERIOR <' -OF WINDOW FROM EXTERIOR FIREPLACE ELEVATION VEST WALL TRIM EXT. FACE OF HEBEL WALL TRIM 2 EXT. FACE OF HEBEI WALL r 107C i' GALV OR ALUM SILL GALY. OR RWM. SILL FLASHING NOT FINISHED 0 BY ROOFING H CONTRACTOR 0 BY ROOFLASHING FINGHCONTRACTOR All +-83/8' DOOR & INTERIOR GLAZING SCHEDULE 20 MIN. RATED INTERIOR INTERIOR'OGA HEAD A SILL DETAIL. 2250 SERIES TYPE YI,WOY ALUMINUM DOOR ALUMINUM DOOR ALUMINUM SLIDER HEAVYWEIGHT HINGES o 1A 1 2 I ANGLEp SOUTH V-3 112' I I 4 I I EDGE-OF ROOF t EL. •138'-1' T 25 j DP OF ROOF £ --------------------- ---------------...... m ~ 4' 6-6* 12 ...�.. ♦r-� �.r 5 558k4' 15� 2'0.SHELF 9'.g I--STUCCO FINISH ITYP I-I 2! 49'-IY P. I i0 RE(EIV - PO ,- Z MC BLOCK 1611 S �: `" 4p- �iU([0 FINISH ITYP o a W _ a - o - GLAZW3WISF _8'-2• 9gj4. - __ _ _____ __AA(_TIE_OOWN ITYPH—£ Q __-' 8X8 TO -----' - 4'-D 3/4'� 10X 16X 160 W T. .i .. W z _ --o mi 3048 $ 330 � m o 3'4" --SiU([0 FINISH ITYP.1-1 4" ..; 4'-4" z m II > 'b.SHELF i0 z I ------- �L --b-------- -- EGRESS ........ '--- t- RECEI[:PORCH DECK I 10X 16X 160 -0' WINDOW AA(TIE-DOWN ITYP _INTEGRALV ... I--------------- -.n - F-- tM SILL 3'-4'AFF. - --�—�------------------- w 10X16Xl60 a, 103E w GUTTER _ EL 123. "P� c �' 8X16X160 -- ---- ---am... .a ............. ...-- .. .._. I ... - o r - - --....-.1... ------. .... .--- -- y, ro MC BLOCK 466.98 SF I - i AAC BLOCK 563.79 SF 'W UPPER LEVEL '� w GLAZING 140.9 SF II 1..4. i 4 f o GLAZW WM SF 2028 N \ `L'W y_y I I -- ---IOXBX 100 -----i ,L EL •120'-0 - GAS GRILL--il'-709/16" ---------- - -- - --- -- -----• -..--.. ..-.........- - - ..............-....--.... ..-. ...-. ........----"------ - -- - -- d -- .... ... o / -- BXBX 4� I .. -- -- - - -- - - --- - I I I � � I � I a t ,�,`• \� A7A i UPPER LEVEL 6-8 -- o z r. a -----BX 16XN60 I ' Til a �� �� � � WODO DECK N l a ___ __ o MC BLOCK 294J93F ��� 4��\ LEEPERS OVER Sl B 11 6 I GLAZING 75"SF I o - o EGRESS IL __________________ L__, 'RHEINZINK' a WINDOW o o IJ DOWNSPOUT � SILL 3'-4"A F.F o �I 10X 16X 160 - i Ir CT FT - /. .... GAS GRILL 1 ---- 116-. 103C 1 3B - �- ----' ---�--- - -- ----- - ---..._.......... EL .113._4,. - .:.: LL LL z ...�- ... -. .....--.... za- ...---... . 2ND MAIN LEVEL -_ _ STANDARD I WOOD DECK ON 3'_y3/4 iD'05/8 SP RALOAIR[AS[ LEE R OVER SLAB I I EL. •111-8' ............. . ..... .. .... ............................................................ .. ......-...- � ---...--. ..-...--'--.-......__---.......1 VIdG.RODM�LE E -� .._--- � H �i- i� i MAI' N IEVEI ---- I 41 W o k � W ------------------------i 10%16X160 03� 103E EL. •103'-4 u. :C> . 106----..._... ......................................... -...........--'- - ......... MECHANICAL ROOM -----I ENTRY LEVEL 0 ..:.............. El. •102'-0" 1'_4. 1'_4,• .—M XMI/11111-1 ------------------------------- '------ -------- -- -- -- --- _......_. o -- --- e uj V x� 0 REIN INK' c c 10X 16X 160 CUT EAST ELEVATION � OWN POUT 103( 103B Q .. =W a s z LL ---------------- ...... -- --------------- _. ... ......... y6ZN STEEL PIPE 3'-9 V2'— d SHELF i0 RECEIVE METAL METAL PORCH DECK - -- ---"'-" --" ' ui DIM. VARIES - -- - -- -- - ROOf DECK METAL DECK FOR OVERHANG STEEL CORNER MEETS WALL - MEETS WALL - POST (3X31 17-9 V2' DIM. TOP OF REBEL WALL a'-v ____________ _______________ __________�____________________' _ _______ _- FLATTENED VIEW OF EAST WALLS W m _ N O ARIES _ ....._...-_......_. --. .. . _ ............ ........_. -...........--....._..._.........._......-..........--- -------------- SHE ------- --------------------- METAL PORCH DECK o_ 2" L r Iv r I r o m 8 �9 N PPER BRACKET a' 1f4'' a W W ......... .-......... - ...._ �..........:- -------------- - ------ --._.---.-------.............---------.------- ----..------ ----.-----..---------.-...--- ---...... _ p �I(GHTWEIGHT HEBEI o I I .� THIS AREA Q y d 'Vw U-BLOCK BEAM V/ Z -- --..-.. W y Lu c ....I. ......................... ............ d�..... ....-....--.....-.. �. �...-.. .I... .._....-....._...--.........--......--...........-...- _- .-..--.--..-..............-- _ 8XBX64 _i l POS 0 W z X3 S EE T 7 Z � —fl EGRESS 4" REBEL m O Q 6 4 N 6 4 er e I FIREPLACE W S LD R BRA[KEi C. DOOR W + 4 SEE PLN NCLOSURE WI: -- -----.....----- ._-...-- - ----.......----- -- m 2" POWER PANEL R Z I— i I:I BOND 3EAM BEL -_ WIND W AREA RAISED RECEIVE PO CH BRACK T m 8'-2 o e FLATTENED VIEW SOUTH WALLS ------------------ -------- ... - - ...--........ FLATTENED VIEW MASTER BEDROOM WEST WALL A 1 SEE A13 FOR FLATTENED VIEW OF SOUTH WALLS EL� tOP OF ROOF STANDING SEAM'RHEINZINK 21N(ROOF ITYPI W z C BLOCK 163.07 SF o as 3 =I MC BLOCK 169.65 SIF £ AM o o' GLAZING 79M SF o AALALOC 7010 SF AM ? o + z --------- �-F - u SF .-------.-........._........._.......... ......---------------------------- - -------------------------- d - -- - - --...--.... U-BLO(K ------- ----------- €€€::: BXBR64 _J.----..... m --------_. ...._. ...ON.NDDEN.WALL................-_..-_.--.-..-..-----------------------------..----------------- �_ '-SiU((O FINISH TYP 3I 3034 I £ g 0 3044 3•-4 MC BLOCK 393.1 SF s �, - AAC POWER PANEL 12755 SF - - - -- 302C T-4" 3 MC BLOCK 172.01 SF�_-'8X8%64___ CONCRETE 3.77 SF L 8X8%4 1 i i J GLAZING 112.3 GLAZING 3663 SF 6-4 W D EGRESS o' E 301 ARE TIE-DOWN IIYP WINDOW6._8.. --- --- 1 cs O __SILL 3'-4"A.Ff 13' U-BLOCK RHANILNK REFIANGUAR-... b f ----------------�e _________ _- - MC BLOCKJ24.32 SF.I-..--....1 .. 3'-G" MC BLOCK 15994 SF GLAZING 44.44 SFui - ( I GLAZING 64.44 SF .. L EL. •120._D.. ........................... . ...... i B%8X64 r___-_-BXT6&T12.-_-__-____ ..-...L._._ -------------- ... -...---.._.................. .- UPPE� R LEVEL 3- ................._.- O- I GALVANIZED I 1 L_I�(DDZ�EEYIIND___ _ I 1 IEEE BRACES ------------ ___ - ITYP.I STEEL BEAM 2N - ----BX 16X 112 -- -- ----10%16X136_---- --_� b 6-.-0 I MC BLOCK 412.04 SF o L 2ELND•M1A13LA'4'• .-- .......... I 8=11095141 6.............. ........ I- ....... _.-�. ----------------------- --L.- -' .................. ..-...................... I � LEVEL o SEE 2/A 19 13'-6' SEE 2/A19 FOR iYP FOR TYP - I m u' SLIDER SECTION SLIDER SECTION L _-------- -j---__.....-.--.-._.-......TI- - - MAIN LEVEL - -- - - -- --- ; 'RHEINZINK' DOWNSPOUT 11D MM DIA. 104( -11" IT I - 1 , •- r� I I I 3._4.. 10 4" .....I.... ---..-_. .. .K..7.147..O..0S.1.S.F......... ...... L ---------------- L -------------� ......1II-.-..-.....--...--.-.--.---.- .- I-.--.--.--.---.-..-...----..-..-.....-..I1. ...._.....----_------ '�yrI._. r.�. ._...._..........._.....L�SEUNMVMC . _ . .: '--------------------------- ---------- CONC 139 SF ------ I I I 1 i cu 36.a4 - L EL. •mD•-o'• ---'" I I I � I I I Lowes Ee LEVEL I ' I /-- - ---- - ---- ---------- -•i I I I W E 1--- ---' L__________________ ___L'------------------------�1------ I u _________________ __L------------------------J-------A -____ � 4 A A ----------- i W N 3= --------------------_____- Z' o �. ____________________ / .o 1aA 2 3'-1' 6-8' 1-II' 11 M it' 0 _ 100M.TOY MKRSI < �E 1.010 2.11 2.1 n' 1.12.' W N 1100 BiQ6 TEMPERED NRxISH AND IR57ALt YNISAL YIIm1'S,Cl/BAIWALL,ALWINEN DDORS ALL SEIZED WITN 1.MIR RED LAI•E'INSRAIED RAM 11/111/11. o AOR: 1'IERE}}50 SERIES IS THIHOTED.DEEPER SE[11D6 'DTE: 01K.1-61"ARE IT 0.SIZES, ALL MEx1'ES HARE INTERIM SHIP TRIM EICEPT NITAIWALI ENT ARM MIT,MITI WALL FRAWS ANO SLIOIIL DOORS. NOTE: SEE All FOR TYPICAL WINDOW DETAIL O JAMB WHE1VE WINDOW WETS WED YALLIANB CODITION[14 DE61V51 Nin d z x1i%RF011 AEO r0 NEFi STRI.EIMAE REIIRFNENiS AS PER LD'AE� IROWIOE IKILt FLFNENi ALL OPERATING IN6 MINS IKILR AN 116E[I%411X.SLIDING MMS HAVE HIEP SEACEA9. FINISH: PRI[E FOR a tl1Ai NYNfR STDNE YNIIE PAINT, WINDOW SCHEDULE SEE WALL SECTIONS A 18-A21 FOR HEAD AND SILL DETAILS R O DEROWIDETIIL IS FROM FAM M(KILL ElE FNi,WHERE APPLICABLE usD PR¢E mmolL FM s7un 0 MA. Y z s Ned REPRESENTATION/NAME P..- WIDTH HEIGHT I AREA TOT ARF REPRESENTATION/NAME 1- WDTH HEIGHT AREA TOT AREA REPRESENTATION/NAME 1- 1 WDTM 1 HEIGHT AREA TOT AREA REPRESENTATION/NAME P-1 WIDTH HEOHT AREA TOT AREA REPRESENTATION/NAME P.ecea WDTH I -I AREA I TOT AREI REPRESENTATION/NAME Pu<ea WDTH --I AREA TOT AREA 11C.fOB0.111D 1 l'+' 3'+• It R Il' 8 6 1L' HEA0 S]ARIER Kill,S1A9TER HEAP SLARIEP0 211 EI1EWEAEM 1 B'-B' 19.8 II' 19.91 If' 114 1 B'-I B/IB• 13'-8'11 11 11• NOB M 11' 202N 1 8'-B I/1' 9'-0' W.11 11• 60.11 IL' 216 ]'-f0 i/B' 1D'-0' 39 M IL' 10.15 It' 0.9]1 T.032 IS BE 1.86.' p ffAlES 1011 "7W" t0'-f• 17 7 t DO' t BID t 1.' ]1.' S IOWA I ]'-tt l/f' 10'-D' 2 100 3099 0]).' B]] 2 118 1.115 tD.A.' 10 20.' R.08 1)1] 5 59.' 5.59.' i[MEREp 81AITENKAEp1 t 3'-1• 8'-B' 22.29 II' 11.58 Il' W 1EIYEREO I TERVED - 1.190 3,018 3.83 n' ).1B n' BOiIOM PANEL LOWER PANELS a IOYEA DANELS e_ 1 010 2.0]2 2.08.• 1 12.' '` 1M0 I 6'-tl' B'-B' S08II' 59.95 I1• v C161OM 2150 SERIES 111 SERIES 5 LEKFKD 818 1 ]'-101/R• fi'-1• 21.51 II' 21.5111• DRAS DPIAIN YAII iEMKRED 2.100 2.012 5.51.` 5.51.' LO.PANELS T}5p SERIES ENTRM$SWINGING DODR-BY OTHERS 111 SERIES dIATA1M PALL] 05100 SERIES HEAD SURIFR I tel 1.930 I 28.' 1.18.' URI m HEAD STARTER 82[ i I'+• 6•+' 20.1 11' a01 Ha Q � 1 11'-0 1/1• 6•-0• )1.19 Ila 7T.B2 It' 20.51 t 3'-11 t/f' tD'-0' 39.01 Il' n 15 11' 1.98 1 t_9B 1 y ip'-0' 108 I 3'-5$/S• tD'-0' .at fl' 11.8 It. HEAD STARTER � 1DaB 1080 t 3'-t0 118' 1.M4 1.98 1458 I 13'-3 tIn6' 13'-11•INS' il' 1)9.6511' i F �g rEKEH➢ 1.0]1 ].010 3.11.a ].11 � iTRE0 ].583 a.03T 1.21.' ).21.' i 1.056 1 115 18.89.' 1B.B9.a W � OWN 1.191 3.01B ].B3 n' ].26.' o 2250 PRIES TaTTO,PAWL 1250 SERIFS W1� y y1 21511 SERIES TON 1 6'-1 114• 10'-0' 81.1 Ill 61.0]11' $TEKEREO DATAIx All IIIA f0}[ I 1'-1 9118' 1'+' f.0]11' 1 B It, HEAD STARTER 1.081 3.018 5.6).' 5.87.' ¢5100 SERIES ® 1150 ff11E5 1150 SERIES 1114 l B'-0' 8•-8• 11.8 fl' 11.35 11• TDPERED D.370 D 711 1.28.1 0 M.• BOTTOM PANEL CMIAIx YALIt 216E / 3'+' l'+' 11.2 IL' iB 1 II' 1.031 2.032 ♦.13 n` 1.13 11C I B'-9 3/1• 1'+• ?7 BI IH 21.8111' KID STARTER REPRESENTATON/NAME WDTH HEIGHT I AREA TOT ANE1 ® Q co HIWIE9E551 1250 SERIES 2,071 1.010 2.11.' 2.11 n1 1150%11ES 1056 I 1'-1• 13'-D' 99.1 It' 1 11 11' MIN 1 3'-5 1/2' 9'-1' 31.1 11' 32.1 II' 1MA1E�RE551 -10 1.Die 1.03.1 7.21.• � in M.}lic 2.235 A.115 9 a0 1 9.20.' 1.051 2 BIS 3 OD.' 3.1.• 1)NIEGESS1 3250 OR SERIES 280 SERIFS 1044 1 3'-1' 3'-1' 11.1 11• 1B 1 ild }IIB t Y-S' 10'-0' 26.59 II' afi.59 IL' � � 1M0 1 B'-109/10' 1'-4• IA.SE 11• 11.111a 010 I 19'i 1A' 6'-B-131.111' 13I 91 Il' ® 205C,2MBIEGRFSSI y C IMPEREO tOMKNEO iEKERED 1150%RIES a 2250 RIES e.04T 2.03a BI 29 12.28.' MR PANELS 1250 SER1E5 ?�.20SE 1.M6 1.016 1.1.' ].al.' O.Bt3 3.M8 118.• 2.18.' � ' z T 707 0 11 1.10.' 1.10.' W z 5� CMTAIN YALE 111%RIES BBA 3150 M SERIES W Q MTRIM WAlla KAO STARTER ■.� ^ F 218 1 I114 L1• 9'-B'111.15 IP 11TH ft' IDIS.ION 1 l'-v fi'-B' 22.19 II' u.56 na W W®W 10.1 1 ]'+5/0' 1•+' 1.55 ll' 1 51 111 'THE I In B'-9 5/18' B'-AO' 10.35 fl' 18.19 it, REPRESEMATION/NAME Recea WDTH HEIGHT AREA TOT ARE 3 575 2.896 1D 35 J 10 35.' 118 1EIPEREO t.d6 1.031 2.1.' 1.12 N' 21311%RIES = 1 �e 2250 SERIES iENKAEO 2.15 2.11 A.8.' 4.]D.• ® tOB1,101 2 6'-D' l-1• BBB 11' 17.M I1' o TEIPEREB BOTTOM PAWL a 1.032 0 11 0.41 W D.f2 WA 22M SERIES 2.12 0.11 D.82.' 1.114.' LOWER PAWLS 1:1fl 0511 SERIFS ® _ M0,88 } B'-8 II/18' I'+' 965 71' 181(l' i 22M SERIES ` M.SERIES MIA1x WALL) 1.019 0.108 0 83.' 1.1.' W®� lay 1 B•-9 ALIS• 1'-1• 918 Ila 915 II' 1:1 aB8.MORE 1 3'-1• 3'+• 11.2 It' 118 2250 ff11F5 1.010 0 11 1 E n' 0.01 J LOAF IIMTERIMI REPRESENTAi10N/NAME Poecee 11.18 it' I 3'-1' PARIES 9.10 Ita 9.18 111 $ 1250 SERIE4 1)'-0• SB.1 ll' 44.89 11' WDTH HEIGHT n TOT ME 3011.3 RI t 1 101A I 10'-1 L16' ]•+• 33.Bf It. 33.8 It, }250 ffAIFS 1.016 t.MO 1.1.' 1.12 J ! I.M6 VARIES .853.' .853 -0 T110DNEffRIES-0R ffRiES 3.1} 2.00] 0.25.' 0.15 J ®_ i bJ a ]O2 1 1-1 r >. It•-)8/18' 50.1 IL' 50.1]IL' //m Fy�,gpy Np 1 e'-D' 6'-S• 11.811' 14.3511' •'• E1 M IGDDINEB OM11) 3.07B 1.816 3 13.1 3.13.' no SERIES 5Aa NECON01 D FOR INTERIM 2150 SERIES TEMPERED 2.032 2.032 I. e' 1,1].' .�R W. 1250 SERIES SOUTH ELEVATION 1100 SERIES a►tea.•.:.,.,:„ �� � - - -•'""' -_- � - - � • • - -- -=� i viii u 1 � _ ■II � ............... ............................................ R - _ ................ ���S:::d❖:f::•:$d::::•:::::::::::•:::❖:::::::3?:: :5•:•:d .. ....... ............ d�- �� . ......... ... �.•. ...11....... ............... ILI ::.: � F'�!� ' �■ III � ---- . -'� '='� ,!,.Irt->- . ------------ ....................... -------....... --- -------------- W.Re - = ■�:::� 2NO MAIN LEVEL � i�rr3.a ■ ■1 , 'I Til.........:......................,... - •o A[L•137-0' R•131'0' loves rov+ o[aoa .......... ------------------------------------------------------ --------- \\ OPEN WEN o a EXULT 91 AIN TIBET NEC a .. .. ................... ........ ................ ...... ................. — ............ ew _ 0A o txD�UPR l YA [EL tltl IIVPEA L[ X WEN OPRE� WKR LEVEL f i1'-171 R'MB[l xAl ❑ _ .......I .. .. ...... ... e. FCC .P ✓+ L[I ' [L.•113'-4' LINt[l 1-101 7T ND!l)W L[YEt 24 MAp LIE [l.IU. -Swax n.nro'.e- lIAIX LEVEL -:S I K M1Ar31.1 'We ROOX lEY[1 A El.•ttl'-0' 3/Y:SIL tt V )/1'SEAT TMAW L[YEL nAW LEVEL 1/t'5[.11 1 A ml-IN I® pa• (alt LASKI a _ IINIa POOE AAFAI [Y 1 _....... [X191 LEVEL -------------------- •t0l'-1- : _ �'.M�(1,P160k_P_AW �y -'- - -- -- --1X03lNAV L[YElR 1 � o �[1 WY-O- «•102'-0' - El•1W'-0' EARA' H LEVEL fiAAAfiF LFY[L LONER LEVEL — «.•100'-0' [I.•100'-0' "' ' ' ' ' ' ' z1z, Et •9e'-0- IOVET A l[Y[I LOVER l(EL ^ =' , ' ' ' ' ' ' ' ' ' . ............... .-. tOV[A BARABE LEVEL «tom 10/ SECTION S1 SECTION S2 - LU v ui _ a= ........... ... c Y . ........._..... - ......... <> ....................... Y=_ Els W FWPER LEVEL � h v Z t EL•tt3'-P ,A«'11r-1- --[) Q O � 1X0 nl .IIN LEVEL T tMD MAIX LEY« FL•110'-0- EL.•11 _ IWINfi ROOn LEVEL l — 11111,16 ROM LEVEL ._,. nAW+-i[v[i W+W Lnnca P U.1W 2 `; a _ cc y , NNNJ N -- o a W SECTION S3 SECTION S4 A 5 OVERALL SECTIONS oo IOP OF ROOT SIAAOK6 !KEVAn WAEN2N[' V 106 11111 D 25 s F _ [t L 2w LPPER LucF� ..4 'Y-Ofl RON PAx[( ------------- - _ 210 WPLA LEP[l — «. UPP[R I[YEt p . UPPfR LLYEL 1 E64ESS - }MIxxOM n SKI 3'-1'A i. l El 1'-l' ' A[t.•113'-A' 20T nix 1[YR .;...;1.6'.x2o Fi6bf PAIR[ txo nAn L[Yn I 10'-r [l.•11B'-0- A M LFV L — -- TLIYIX4 AODM IEY[L xAlx RVEI [_—ffw—_' [lX1ALZ 0 L ............... LN1AY LFYR .. .. _ / } ---------- ----- �=a//wggoo / . . . . . . . . . . / L L SECTION S5 SECTION S6 W a Cl•t31'-0' LU �tOP Of AOOi F � ... ... .......... .. Q Z a 0 ............:. ........ Z<u K�K,�¢o_N giQ• le UPPLA LFYLL22 UPP[r _ ...... ...... ..... IiP[Y p LEYR _ UJI I Z n.L-X' W arQ R •ttB'-0' LM{YG AODM LFVEI - 0 MAW I[YR Q - A[L•tYl'- +IW LEVEL nA0' AKYAY� y M L[YR ... .. T MAIX LEY[L ............. ..: F _ -...--- - W H ...._.. _ l Fl•b3'-A' ••. R 103'-A' ........ A GAVAM LEOVEL G y X1B lP 2 / f r _ FFF 'A l LL.100-0' ... ®.. , , , , , , , /�/�� _ ....._ R 100'-0• — / LOWER LEVEL LOVFIr I LEVEL / / /l�), YY LOXER 4AAA6[LIY[t//", �. V/ ui J m z 3 W Q W S i• A O � a z SECTION S7 SECTION SS SECTION S9 OVERALL SECTIONS STANDING SEAM 20 ENKAMAT, OR EQUAL /ITAL ROOFING 19 1/2" DURAFLE% / BOARD ,2 190 TERMINATORafflfl 19 p 16 W/EAVE FLASHING o HEDEL AAC — ANCHOR 1'b"0.[ ' BOND BEAM 47" ISO(YANURATE R AS RECOMMENDED "-"-16'"--""-----""'"-'--'"--"' '-""'-----"--"-"---""-"-"-"-"-"--"--""' 'aw n iB INSULATION BY MANUFACTURER ROOF ASSEMBLY. LTYPI ONO BEAM o STANDING SEAM --76'--- - ----- ----'- --_............................ ....-- 17 ZINK ROOFING 18 1 i/2" d METAL o SIP W/ ROOF DECK 6' RIGID INSULATION 15 - o 1 1/2" d METAL — 17 ROOF DECK 15 o 0 o °a 17 ........----ib---.......-.......... ... PRECAST LINTEL........._... F — HEBEL AAC U-BLOCK C HEBEL AA( FILLED WITH [ON[RET 14 W _16 ------- -- ------- PRECRS7-liNf EC --- -"'--"--.-... AT 1 BOLT LOCATIONS 14 0 n I HEBEL AA[ BOND BEAM / AAC U-BLOCK o zv 15 FOR TYP ' FIEINFOR EIDHWTIH02P#4LBARSETE .76--------------- " — BLOCK. TYP ' I WINDOW SECT, — ..------- - -----......._ FOR CORNER 13 15 I — CONTINUOUS W/ CORNER WINDOW HEADER SFE DWG. A11 13 WINDOW OPENINGS - i — ` ----------- ..................r -- - INTERIOR INTERIOR W 15 14 FINISH --- ---------- ......__-----------------...... ..... 12 HEBEL AAC SKIM (DAT EXTERIOR PRECAST LINTEL MIN. 1/8" FINISH — 14 i t THICK 2 COAT 12 INISHED FLOOR INTERIOR FINISHED FLOOR 0 LOFT PLASTER 14 FINISH 13 #3 BENT BAR FINISHED FLOOR 2'-L' 0. GROUT KEY LOFT ...............o 20'-p..... o HEBEL FLOOR P02�NF41 — SKIM COAs _ -- - --- ----- ---- .............. o ... ................................ ....]]. a MIN. 1/8" ---11--- ------- #5 BAR BENT o 20,IF 13 ——— MORTAR LEVELING ---'..... ...... ... .................. z — � THICK BED — ___ 1� HEBEL fIOOR PANEL HEBEL AA( ® BOND BEAM 13 FORM BLOCK STEEL POST ® HEBEL AAC U-BLOCK — 10 FILLED WITH CONCRETE - 12 � EXTERID R 10 CORNER SEE S21 _ W --��--'--�'-- "--"'-�"---�---'--�"-�"'- BOND BEAM AT 1 BOLI LOCATIONS HEBEL AAC U-BLOCK FINISH POCKET FOR FILLED WITH CDNCRET o TYP. WINDOW--\ AT J BOLT LOCATIONS 2 COAT EBEL FLOOR PANEL #5 BAR BENT ¢ \ PLASTER z f TREATMENT HEBEL AA[ 12 #3 BENT BAR dp BOND BEAM F PRECAST LINTEL HORIZONTAL ® GROUT KEY 9 BOND BEAM / AA[ U-BLOCK .11----------- ----- --- ` . ...........------ ........ q FILLED WITH 3000 PSI CONCRETE TRACK K YDRONI FLOOR BOND BEAM FINISHED FLOG 8 _ # N A REINFORCED WITH 2 4" BARS SUPPORT — tri' HEBEL AAC #5 AR BENT 0 GROUT KE -.11............... .. .. .. .. v M 1 H — r, - .-�� — ————— EATING SYSTEM wI BOND BEAM / AAC U-BLOCK 8 10 :' m ILLED WITH 3000 PSI CONCRETE BOND BEAM / AA( U-BLOCK + .P %:. 8 ILLED WITH 3000 PSI CONCRETE ........ o........ .. -- - ------------------ _ REINFORCED WTIH 2 #4 BARS — tY-B' HEBFL--kAP --- - METAL FLOOR HEBEL AAC 7 7 .i 'i. REINFORCED WTIH 2 4" BARS FORM BLOCK m DECK - - .' � iHINBEO MORTAR - --------& 10 BLOCK WALL $ - ........................................ 'I :A' IF REQUIRED a, — #3 BENT BAR m � 0 GROUT KEY 7 0 _ Lu q :� ��: HEBEL AAC HEBEL FLOOR PANE #S BAR BENT ............ ..... .. _S U...------------ - -- -- -- EBEL FLOOR FORM BLOCK ® BOND BEAM CAST IN PLACE HEBEL AAC HORIZONTALATE CONCRE7E BEAM � FORM BLOCK (-- Lu HEBEL FLOOR PANEL — TRACKSEE ENGINEERING REBEL AAC --- 6-----�'--- --- -------- --- --- --- - --- - -- - ------- - - -- - -3' DIA. CORE DRAWINGS FOR g #5 BAR BENT ASSEMBLY BLOCK WALL DRILLED / OR DETAILS - 6 --- - -- _HORIZONTAL EBEL FLOOR PANEL � BOND BEAM _ 'INTERIOR����-�-���� -- --------�--------�---�--��--- #3 BENT BARNOTCHED HEBEL a------ TRACKFINISH EXTERIOR ® GROUT KEY BOND BEAM / AAC U-BLOCK < L9 ul___ BLOCK 1p SUPPORT MORTAR LEVELING SKIM COAT FINISH 2" MIN. BEARINACCOMMODATE #3 BENT BAR BED ILLED WITH 3000 PSI CONCRETEQTIE-DOWN, ® GROUT KE 1 #5 HORIZONTAL BAR 5 REINFORCED WITH 2 4" BARS 0- -- -- ----- -- AT TOP OF FOUNDATION 3" 0 ...GROUT SOLID ———N———— 2 #4 KEBABS FROM i0P IN MIDDLE LTYPIW16X36 )SPACING PER ENGINEERING _ BOND BEAMCALCULATIONS — 7'-8' - BOND B AM 3UFL IIIb E 1 NLED ITH 3000 PSI (ON(RETE —N7-�-1----- - -- -_�---��-.����-- ------- --��-- : REINfO CEO WTIH 2 #4 BARS - #4 CONTINUOUS HORIZONTAL4 #5 VERTICAL REINF SEE'' EBEL AA( - - - - - --- � �- --- -® 1B` 0.C. (TYP. ALLWAIIS)- -- PLAN fOR LOCATIONSHORIZONTAL FORM BLOCK ASPHALT PAVINGr .o ---------- ---------- -- ----- ---W GRANULAR--- -----........ ..b--IRACC-------�-"---'................ .._.. .. .--- ---...._............ ASE COURSE £ 2'EXTERIOR ASSEMBLY THINBED MORTAR TS 3" MIN 2 3 5 INTERIOR FINISH IF REQUIRED LY i-RO/B HEBEL AA( —— g-7 - W— FINISH FORM BLOCK '�IX -.. _..MORTAR CEVELING----a------- - - ..--- 2 (OAT .. "BACKFILL 8 -- - --- Z SKIM /8" PLASTER DRAINAGE BED MIN. 1/8" 5 HEADPLATE - / •. .'. - - - O THICK AST IN PLACE ; .:C: � ....1......-._...... ... ._. ....... q W r 4 CONCRETE BEAM BACKFILL 8 __ HEBEL AA[ SEE ENGINEERING -- -- -'1-------- --.E1.104'.-0 ;J .- ... f y BLOCK WALL DRAWINGS FOR — DRAINAGE — cn F #5 BENT BAR 4 DETAILS — ,-7-D 9/16' W y SEE STRUT DWGS — o #4 CONTINUOUS HORIZONTAL #5 VERTICAL REINF SEE _ ORTAR LEVELING BED m 0 18" O.[. (TYP ALL WALLS) : :: LAN FOR LOCATIONS --------------------------- ----- � S # THERMACORE 591 SERIES S SPRAY ON 3 EXPANSION m EE STRUCT OWES POOL AMP #4 CONTINUOUS HORIZONTAL Q JOINT INSULATED STEEL SECTIONAL DOOR W �• POOL 3000 PSI MECHANICAL 0 To" Q.C. ITYP. ALL WALLS) Z y ..._._.... ..�._ .. .. ----- ONCRETE.IAB_._.__-_. m MECHANIC CONCRETE ROOM PROOFING g VERTICAL " ROOM FOUNDATION ao �e. o C CONCRETE AB — TRACK 4" MIN. --- -- EESTRUCTURALCRETE SL `n a p. #5 BENT BAR m S ................... ............................. ...... ASPHALT GRANOIAAVING....- m 3000 PSI a> ® 4'-0" O.(. LTYPI J GRAVEL DRAWINGS CON A L �� BACKFILL 8 JAMB BRACKETS BASE COURSE CONCRETE SLA T. 4"d. CONTINUOUS ' CONCRETE W W `e DRAINAGE ASSEMBLY 3" MIN PERFORATED FOUNDATION DUCT PENETRATION ISEE W 0 3M DIMPLE 2 RAIN PIPE 8 FOOTING A6 FOR PLAN LOCATION) 2 ':.I. 4" GRAVEL MIN. FOR — SLOPE TO AW GS URAL W = - .• __ ui SPRAY ON------------------ m DAYLIGHT >� IN "d. CONTINUOUS Y�if .1_...�1 ���•-�'^ �f �• AMP.... 1 " ., .. '1°" `�F •' T 4 GUNITE ¢ SEE STRUCTURAL pG OR T ��' w ,. f�F.� �F/ ��. PERFORATED SPRAY PROOFING 4" MIN j�l .': r% 1135 ! 1d,ky .;. ..;:. R V' Z >' :�^• #S VERTICAL GRAVEL Z_1. _ El 100'-0' ._, 1 4" MIN. a SLOPE ilOE CONCRETE r -7--.... ---- -------------- wml� ��! ,r ems+ (0 REINFORCED • •x; REINFORCEMENT — � G'O':. 3 GRAVEL ' T .m:c DAYLIGHT CONCRETE SLAB ` 4"tl. CONTINUOUS — ' 3000 PSI IT CONCRETE ;PERFORATED M RAIN PIPE v ;? • �,x! 4GRAVEL SLOPE ro DANa SLOPE TO GRAVEL #5 REBAR DAYLIGHT I§ ,4"d. CONTINUOUS 1 ' PERFORATED 4" MIN. All 1 SECTION 1 FOUNDATION DETAILS � SECTION 2 FOUNDATION DETAILS 1 "��F DRAIN PIPE SECTION 3 FOUNDATION DETAILS 4 SECTION 4 FOUNDATION DETAILS 6" GRAVEL MIN. •• MIN GRAVEL SECTION 5 FOUNDATION DETAILS DAYLIGHT 9 7— 17 n ------------ - --76---- - - - --- b BOND BEAM / AA( U-BLOCK i STEEL GIRDER CONCRETE CAP 8 — FILLED WITH 3000 PSI CON[ o li (SEE STRUCTURAL PLAN A — REINFORCED WTIH 2 #4 BAR -- - ---_------....................... ---...BALCONY'WAR... Ilu - 15 i ii REBEL FLOOR PANEL o 21 5 REBEL FLOOR PANEL uu CIRCLE REDMONT i — a PLANK GLASS RODR o - 15 INTERIOR FINISH i #3 BENT BAR FLASHING AND SEALANT m "#1 0 GROUT KEY — FINISH iwi KIM (OAT __ o KIM COAT 14 INTERIOR II„ MIN. 1/8" [----- - - c m MIN i/B" FINISH In 1. ..--------THTHICK .. ......._.. '---_.. ..x. .. --------.------- --- _.... ...................... -- - - --....... ....- ---- ---- ----. .. N SKIM COAT nu BOND BEAM / AAC U-BLOCK - LASHING AND SEALANT 14 5 DAR BENT i MIN 1/B" Tui FILLED WITH 3000 PSI CONCRET LASHING AND SEALANT BOND BEAM I 13 Tui i REINFORCED WTIH 2 #4 BARS EAD STARTER n THICK #3 BENT BAR a uu i GROUT KEY z6--......_ - .........--- +nr- - ---- ------...--- i i S STEEL GIRDER ISEE STRUCTURAL PLAN A7 (III I I 13 io STEEL GIRDER BEYOND tEBEL 12 nu [SEE STRUCTURAL PLAN A71 BOND BEAM / AAC U-BLOCK _ _ _ _ SLIDER UNIT W i FILLED WITH 3000 PSI CONCRE ui 4 REINFORCED WTIH 2 #4 BARSm ini 12 HEBEL AAC -inu- - - -- - ---- --- -- i i ALUMINUM 1 FORM BLOCK GLAZED PANEL #S BAR BENT 3 CURTAIN INTERIOR Tui 0 BOND BEAM WALL -I ....... ............. o ...-.._..1.1_.._.._....._........ .. — FINISH Inl I I GUNITE °I SPRAY GUNITE SKIM (OAT Ixl i CONCRETE OT,TUB MIN. 1/B" Inl i CLOSED-CELL RIGID 2 CONCRETE SLA LASHING AND SEAIAN _ THICK Tui INSULATION i i B MIL POLYETHYLENE 7 p - o 10 �&" REBEL FLOOR PANEL ini MOISTURE BARRIER EL BACKFILL & 9 DRAINAGE m III CONCRETE SLAB lu EL 100'-0" LASHING AND SEALANT o 0 -r--------------------------- .......EL 100_-0' N nl — Z" . EBEL 2" (AP ------- - ------ , A'-Y ill REBEL AA( i i i i - ----- ---- BACKFILL 8 --- ' 9 #3 BENT BAR /BLOCK WALL — DRAINAGE r / SPRAY ON FLASHING SEALANT GROUT KEY 91 #4 CONTINUOUS HORIZONT L •. �y,..� AMPY g xl r! t•' ONCRETE (AP _ zo 0 18" O.C. .... ALL W LLS) M BOND BEAM / AAC U-BLOCK EBEL BOOR PANEL m PRE-FAB FIREPLACE �' "� >" #4 CONTINUOUS HORIZONTAL PROOFING ................_-,-_..-. FILLED WITH 3000 PSI (ONCRET -- -................a / > ' -'UMT'R.D"49%5?%24" lug' "' '. 0 18" O.E. (TYP. ALL WALLS) AND SE REINFORCED WTIH 2 #4 BARS nu BACKFILL 8 REBEL FLOOR PANEL Ini (IR(lE REDMONT BOND PSI BEAM FILLED W 8 DRAINAGE (;allp'/.�'^"' • PLANK GLASS FLOOR RE NF R(EDW/ 2 CONCRETE#4 BARS p.p m ': CLOSED-CELL RIGID - L RIGID _ ........Ji fl.AAE................ ... NSULATION EXTENDED i0 -.' CLOSED-CEL RIGID ti ' CLOSED(El r •ti', CLOSED C FLASHING AND SEALANT EXTERIOR r, m lull MORTAR LEVELING NSULATION EXTENDED TO FORM BLOCK __ T I�xl EO BELOW FROST LINE BELOW FROST LINE y.,�; NSULATION EXTENDED FINISH m o g BELOW FROST LINE } I SPRAY ON - _ 2 COAT m m EBEL Fl R P�IfL e - a 7 .. .. SPRAY ON i m AMP 3M DIMPLE ___ r------- - e #6 DAR BENT o .. ------------- AMP FOIL - -'r- i- -- -- - --- - .....PLAS .....----- ... ® 3 #3 BAR ...----... b------- MPLE T B BOND BEAM - ---- ------- - ---- ----- --- as.:,.e, .;: :'. PROOFING .♦: x� SE BENT BAR HEBEL AA( ER PROOFING 0 GROUT KEY 3M DI 4 FINISH - Y p.g 3M DIMPLE FOIL w•• STRUCT DW BLOCK WALL a v 16%36 W/ FOIL 3 SKIM CORA W '- -- 3/4" SEAT .. , GR N • '-- -6- ----- ----- --- .-.. - 3`'-DM--FORE--- PLANTER DRAT #S BENT BAR ','- SEE BSTRU(TBAR DWGS '� THICK I/ = o ¢ SEE 6S WBX18 DRILLED / OR 5 9 EE STRUCT CIVICS .•sAs US 6 GRAVEL MI '-300D PSI PERFORATED RPICONTINUOUS PE� V<< S - NOT(HED REBEL '',6+. 4"tl. CONTINUO CONCRETE SLOPE TO a HEBEL FLOOR PANEL" BLOCK TO ,' " v '. 3j PERFORATED FOUNDATION DAYLIGHT Q # BENT BA RAIN PIPE & FOOTING ACCOMMODATE 4"a. CONTINUOUS .. aiR �� EALANT S } TIE-DOWN, GROUT KEY 3000 PSI PERFORATED 10 SLOPE TO SEE STRUCTURAL C ANCHOR DET GROUT SOLID 4 CONCRETE RAIN PIPE 3000 PSI CONCRETE FOUNDATION DAYLIGHT DRAWINGS HEAD STARTER SEE S1 — CASs IN PLACE FOUNDATION SLOPE TO & FOOTING <>H (SPACING PER & FOOTING DAYLIGHT CENTER LINE OF WINDOW ONCRETE PIER 4 POOL FOUNDATION DEEP END DETAIL HOT TUB SECTION ENGINEERING POOL AREA PLANTER SOUTH WALL RAME 2" BACK FROM U) i r L GIRDER - 3000 PSI SCALE 1/2"=1'-0" SCALE 1/2"=1'-0" _ CALCULATIONS SCALE 1/2"=1'-0" FACE OF HEBEL - 4 #S VERTICAL REINF SEE STRUCTURAL PLAN A71 PLAN FOR LOCATIONS INTERIOR INTERIOR HEBEL A 3 FINISH FINISH d ~ MORTAR LEVELING --..--. B1DCK.--Ll.................. 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DI ACKFILL & GRAVEL CONCRETE L $Q ?PftYE ItGRAVEL 4" MIN `• OIL i-DRAINAGE GRAVMINPOLYETHYLENEHYLENE A MRRIERe�r�b.`us�r.'' GRAVEL21`T ,C' I i MOISTURE BARR ER —— ——— —————— ——— #5 REBAR - ' 3000 PSI t' ��- 4"tl. CONTINUOUS 'C. S REBAR 24 #5 REBAR --- -- ---b--------- -- .......................... ............... 7-p yg•� PERFORATED LOBED-[El RIGID- CLOSED-CELL RIGID CONCRETE p5 REBAR DRAIN PIPE SUtATION 300IT PSI #5 BENT BAR CLOSED-CELL RIGID 3000 PSI INSULATION FOUNDATION CONCRETE 4-d. CONTINUOUS INSULATION CONCRETE & FOOTING SLOPE TO SEE STRUCT DWGS 4" MIN. FOUNDATION PERFORATED FOUNDATION CANTER GRAIN SEE STRUCTURAL #5 BENT BAR DAYLIGHT GRAVEL & FOOTING DRAIN PIPE SEE STRUCTURAL STEEL GIRDER ROOF GARDEN & PLANTER SECTION DRAWINGS 0 4'-0" O(. (TYP) SEE STRUCTURAL SLOPE TO DRAWINGS ISEE STRUCTURAL PIAN I0 1 DINING ROOM EAST WALL SECTION DRAWINGS DAYLIGHT UPPER DECK AND STRUCTURAL INT. WALL SECTION A20 SCALE 1/2= 1' 2 SCALE 1/2= i' ENTRANCE DOOR SECTION LIVING ROOM SMALL ROOF SECTION Az 2 SCALE 1/2= 1' 4 STRUCTURAL INTERIOR WAtt SECTION 2 SCALE 1/2= 1' 2 SCALE 1/2= l' o 2 SCALE 1/2= 1' 8 _ #5 BAR BENT 7 BOND BEAM -- ---.....--------.-..._------------------------------ MORTAR LEVELING T #3 BERT BAR ---76_-._.-.....__- a IPAN ED HEBEL AAC .. ...................................... 0 ORM BLOCK _ ^ ---......-------6..... -ELL.RLGIQ-------------------- ROOF 15 HEBEI GARDEN — (MINIMAL z 5 PLANTING) BONG BEAMb" REINFORCED CONE FILLED WITH 30ON METAL ROOF DECKREINFORCED WTIREST STEEL DECK ON 4STEEL BEARS SHELF IN AAC. ON AAC MIN ITYP ALL SIDES W/AAC) STANDING SEAM ROOF 6" 0 U HEBEL AAC 13 ...--.-. ................. ................... ............ ................. ...._-.--... ..................................... ���� LOCK WALL ... � STRESS SKIN 3" OLA. (ORE -------------R TG LD-4NSU44T 1. --- -- ------ -- ..------.----..-.---.. ........................................................ -------- L .......3 DRILLED / OR PANEL NOTCHED HEBEL CORRUGATED STEEL #5 BAR BENT ........................................... .. .............................. FILLED WITH CO 72 #S VERTICAL REINF SEE o ACCOMMODATE AT 1 BOLT LOC TIC S PLAN FOR LOCATIONS TIE-DOWN, 2_ GROUT SOLID ------------ -------'--....- ----------------------- [SPACING PER o ENGINEERING .._il-------------------------------------------------------._. a CALCULATIONS --- ---- ---------- ----...-----....1--f1.1D:0 ¢..... MORTARG---.---_-----------------------. ,- ED INTEGRAL SLAB FOOTING _ m' NOTES DEPTH 8 FLAT REINFORCED & BEARING SURFACE OF HEBEL AA1 10 TANDING SEAM ROOF = FOOTING MUST BE SIZED BLOCK WA I. STRESS SKINNED CONCRETE SLAB - TO SUPPORT VERTICAL LOADS ILIO INSULATION o .. .. .. #5 VERTICA R NF SEE PANEL o _ PLAN FOR L C ON 4" MIN. �.' � , GRAVEL ./ .. ' ..,...._.. NOTE PORCH DESIGN B MIL POLYETHYLENE E [LOSED-CELL RIGID CORRUGATED STEEL NOT YET COMPLETE MOISTURE BARRIER #5 REBAR NSULATION EXTENDED TO HEBEL AAC BOND BEAM 2B BELOW FROST LINE 3" DIA. CORE FILLED WITH CONCRETE DRILLED / OR 8 EXTERIOR ..................._-- NOTCHED HEBE — FINISH _ 2 COAT -- ---- ---.-..--......--' -'----BLOCK.TO ------.-..._..__ .... ------...........-'-- ------ -- .. .--'�---�--------� PLASTER MECH. ROOM 8 ROOF GARDEN SECTION ACCOMMODATE HEBEL AAC 2 SCALE 7/2= 1' TIE-DOWN, BLOCK WALL W GROUT SOLID 7 o (SPACING PER BOND BEAM _ ENGINEERING MORTAR LEVELING FILLED WITH 3000 PSI CONCRETE (� TYP. TIE-DOWN DETAIL CALCULATIONS BED REINFORCED WTIH 2 #4 BARS W W y 8 #5 BENT BAR #3 BENT BAR _ #5 VERTICAL REINF SEE E AT FLOOR PANEL MORTAR L 0 GROUT KE HEBEL AA[ P ----- ---- - ............- ------- -- ORM BLOCK o - - -®- - [AN FOR (OCATIONS- - BEO ..b. .. t ...---..-............. _ ii HEBEL AAC -- - - - - — ----- JUN—N 4'0" O.0 4 F E Va #S ERTICAL REIN SE <_�, 14 TE SLAB — /BOND LL HEBf FLOOR PANEL AN FOR LOCATIONS - - �CONCR REINFORCED L Q= (ON(RE 7 IlLEO WITH 3000 PSI [DNCRETE oom Opening #5 BAR BENT 4" MIN. i N£ REINFORCED WTIH 2 #4 BARS 5 0 BOND BEAM 3" DIA. CORE GRAVEL Hei Wl 18" — DRILLED / OR i MORTAR LEVELING HEBEL FLOOR PANEL > CLOSE RIG( = ( 7`� _ INTERIOR NOTCHED HEBEL INS LATION P�A(KFILL 8 i —- - FINISH BLOCK TO (~/)<w H 3X3X3/16" W/ DRAINAGE --- ---------b- - ---1-05-HORIZONTAL-BAR------------- ---- -------- ---- SKIM (OAT ACCOMMODATE d r•^ 5/B" ANCHOR — T TOP OF FOUNDATION 3" SCREEN BLOCK. BEAR ON MIN. 1/8" TIE-DOWN, Y d" 2'-0" O.C. FROM TOP IN MIDDLE (TYP) SPACE #5 VERTICALS 0 STL. PL. 4 THICK GROUT SOLID d #4 CONTINUOUS / #3 BENT BAR 1' WHERE L ISPACING PER #5 BENT BAR i ® GROUT KEY XCEEDS 8' AND 0 24" O.[. HORIZONTAL BAR 0 4'-0" O.C. ITYPI WHERE WALL IS LESS THAN Pt. EL ED 10X3/8" SOL. ENGINEERING 0 18" O.[. 5 Heotlpltlte [TYP. ALL WALLS) _ B' HIGH. Pl. WELDED 2" 01'0" O.C. CALCULATIONS 2" FROM INTERIOR SPRAY ON i HEBEL FLOOR PANEL �,s 1 #5 HORIZONTAL BAR W 10" FROM EXTERIOR ppp — - - -- - ---- -- - -- - ® 78 0( (TYP ALL WALLS( _ - -- . . ........... . - ----FOOiiN6 BEY0ND-ON----- - - - ------'-- ---- FROM TOP iOPFINF MIDDLE FOUNDATION : r PaDOEIRG -r ...............- - -- ------------------------- -------- -.------. ------------.------ COMPACTED FILL MAINTAIN #4 CONTINUOUS HORIZONTAL 11L_ - U a 1:2 SLOPE TO FOOTING 4 MDRTAR LI VtI INI+ E LAB W y REINFDRCle f01t DIMPLE i AT WALL [BEL AAC BED i.• i OR # CONTINUOUS HORIZONTAL FORM BLOCK 2 4" MIN. y i TIE FOOTING TO BEDROCK 0 18" O.(. ITYP. 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AMHERSi MA 01002 47-51 EQUESTRIAN DRIVE 1 413.256.1253 F 413.256.6619 E rkstudio0mediuone.net IMERR167Y��71i NORTH ANDOVER MASSACHUSETTS 01845 UWNA uc F11 -F0ffAC [IYR(NAI TURA/SEPIN AES16v 1 1E01U11D 110N4EfORfFA.7E SIAU(NR,1l FN41NEERIN6 SCALE: 1/4"=1'-D" UNLESS NOTED DATE 09/13/01 z 10'-0112' I � m ` , Q , \ \ \ \ \1 CD a � OPENING TO END 2-a OF WALL *w -- w I 1, w I -- I I R.0.0'-0 A.F.F. w 201A ' ; I I _ J I - 24'—+ +-14'-+ } ------• -- I 2-0' 0 12, I C Q -- N W m ' 7' \ 1� II 1 1` O T Z7 0 0 D- `\ 4- I A11 (n Z \ I l`1 O C r , , N — = 3 ^ —0' I 23 �` T m m O I � Ikk � m _C�o 4' ' ' U L- - '-----111 `° T '✓( C=) .. (� — --; C I I O I I r\.D�: 3 J;- TTS I I O f cn ^ o ; ;\ �O I E c L._A.JI 1 Ifo 1 .s \, 24' Gl (n Gl 2'- 3'-4' w n n a C/1 C/')I + �-LLL # I I 4 ' o � � Cb z m r w- cn a a _ O z \ 1 r Q T O 40 w n � REF W Av E o Q!;' W I a 314 ^ I = a z r a w } _ 4' 4' m 15 Z Lin ----------------- I I I 1 I I 3NI1 ..9 V SI SIHI PRO,. RK STUDIO ARCHITECTURE RE V.NO DATE REVISION 1 10/22 UPDATE FOUNDATION PLAN THE WELSCH RESIDENCE PRIN(INE RAY KAMHERST AIA 72 PINE GROVE. A11HERST HA 01002 A23 KITCHEN i 413.256.1253 F 413.256.6619 E rkstudio®medioone.net ♦ ` 47-51 EQUESTRIAN DRIVE W IEAXIINC DNNEFJJIM [IYH[N6UI[FRWG/S(P!N DESIGN NORTH ANDOVER,MASSACHUSETTS 01845 REOIUPDIIDM 4cWlAP.L STRU(TUR,1L ENGINEERING S(AL[ 1/4"=1'-0" UNLESS NOTED DATE: 09/13/01 ---------------------------- NOTE- WOOD OR WOOD SOFFIT AS NEEDED FOR EXHAUST MIELE VENEER FINISH UNLESS NOTED UPDRAFT IMOVINGUO o 3/8" SCRIBE HOOD 0 395/8' 48' /B" SCRIBE ALL BEYOND 0 218, _ [LR. i-------------------- ------------------1 oe. EDT�A RGS EO LAM, I 1/4" FROSTED M. 1/4" FROSTED _ LIDI PANEL N 1AM. 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GLASS== _=LAM_GLASS-- -LAM. GLASS--_ --LAM. GLASS_- H545.59.293301 DRAWER 4 DRAWER - ------- ------- - ----- II 24' p i ADI. SHELVESITYPA ' q' 30' 24' 24' ---�- -------- ------' o DEEP DRAWER m DEEP ORAWE OPEN BELOW - UGATSUNE SS PULL #2650 111 UGATSUNE SS PULL #2655 161 UGATSUNE SS PULL #2653131 UGATSUNE SS PULL #2655 131 BLUM HEAVY-DUTY FULL EXTENSION BRUSHED SS LAMINATE KICK ITYP.I UGATSUNE SS PUL) #2655 111 TOTAL. INCL SLIDING GLASS CABINETS) TANDEM RUNNERS, SERIES S66H 1 KITCHEN 201A n KITCHEN 2018 n KITCHEN 201C o A23 I I I I GYP. BD SOFFIT, RECESSED i - NOTE: ALL EXPOSED FACES I I I WOOD VENEER IMOVINGU11 WOOD VENEER 1"T. GRANITE COUNTERTOP UGATSUNE SS PULL #2650 I2) 8"0. WOOD SHELF ' BAR COUNTER WOOD VENEER i i i REMOVEABLE POLYCARBONATE PANEL—— UNLESS PULL-OUT UNLESS NOTED. END PANEL 8 -o BINS (3) W/ FRANK[ SINK (MOVINGUII W/ FL. BACKLIGHTING TRAPEZOIDAL RETURN. 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TOWEL RACK INSIDE �\ 1 UGATSUNE SS PULL #2655 (7 INCL DW AND SINK) UGATSUNE S HAFELE 510,06.550 PULL #2650 1 121 � i DRAWER `` 1 I r %,1 4 TTTZ It 4 KITCHEN 201D 24 s o a ,n s' 's'' M W c O UGATSUNE IS PULL #2655 (2) . ..' N PULL-OUT I DRAWER NOTE: At EXPOSED FACES W y 1/4"FROSTED LAM. 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DET WBX 18 109'-�'T.OS �WBX] Ll i r i r I 3X3%1/4 DOUBLE o � t_______�i I I r , ,---- --r r I =t /16" WEB STIFFENER --- f BENT PLATE BRACKET i isr 3X3%1/4 DOUBLE o ` y' a rP' r---- i 4 BENT PLATE BRACKET .--------------------------- --- L3%3%3/16 I �i 5' COLO r i i 5/8"O.AN(HOR - , ----� i i ro - ---- 2•p- Of PIPE BEAM POCKET n ` ' $ ' '---- _. r EAM 1C o o i i ADDITIONAL STEEL BEAM WBX24 © r r n i= i ' ,, BEAM 1 MIN. 6" BEARING i� SEE SKETCH 1 JUN 03 18-11 V4' i im S n y r ---_tJ-WlOXZ6 _10'gTS3---_- -- iti -i r--al'�d= ' i L--�-r i BEAM 1E -F- -_---- -_--- '8-1117_ 1 ES STIFFENERS (TYP.1 BEAM PD KEij DV_��_sf ti MIN. 6" BEARING ( — _--'' �`, Y r i i , ,, DETAIL A DETAIL B _ E2T-1 I/4' r r"' � i \ EAM 11 1M 7.-8..1.05. ------ � '-- -WBX18_-- 1D9'_2-T-D=S=------------� �i -- --W16X36--- 102- "T.O.S.- - - �_�--+-- --- ---- - I EAM 1E --- -----_-W'lll_ -- ----- ------------------�- - ---- -- - - --- -- --- -------------- - --- BEA KET pLFpp,X3X31��1 1 r� \BEAM POCKET C ,4,,,tO SXSX 1/4 " r I S/16" STL. PLATE. FULL WELD MIN. 6" BEARING E + 8'-0'�—�+� ��I �"�-+-✓• TUBE ® \-� i BOTH SIDES OF (OL. J \ 4" BEARING 5/8"D ANCHOR m `1` C�� i COL 1A .9 s 14 o X3%5/16 DOUBLE ANGLE o 2'-0" O.C. w�� �t i N L' i G 5/16" STI. PLATE FULL WEL 4-` WEB STIFFENER = < a �� I I I P: I I --- --- -------- --- L -- -- U STEEL DECK TO BEAR ON 4" RECESS IN AA( [TYP.) L-BEAM 1G - - - - EAM 18 COL 2A-4"D. PIP COL 1A-SXSX 1/4" BELOW W/T o + 27-4' 3/8" TOP PL., BOLT TO BEAM 1E -_ _____________W16X36_ 112'-6"TO.S.__________ 1/2" STL BASE PLATE BELO ------------------------------- /16' WEB STIFFENER 121 ---------' 5/8" BOLT INTO FDOTIN DETAIL C STEEL PLAN EL.+110 SCALE 1/4 =1-0- NOTE: STEEL DIMENSIONS ARE APPROXIMATE OVERALL LENGTHS—SEE STEEL ELEVATION DRAWINGS ON S1.1 FOR ACCURATE DIMENSIONS W E BEAM 1D NOTES: /16" WEB STIFFENER BOTH EAM 10 (~� '" x m ;(�--- - - ----------YYPICAEII-SIiARE6 --- i SIDES, ALIGN W/ END OF PIER o° W Wy TIE-DOWN, FIELD WELD #3 /8" BOLT TO CONCRETE PIER AR 0 CENTER'S OF i EAM 1B ON(RETE PIER BELOW %3PtAT1E WEB STIFFENERS ENERS >�° ,---LEVELING NUT <a ' BEAM 1 11 ALTERNATING FLOOR PANELS, i - -- ---------------- ------- ----- - - -6 OR APPROX. 4'=0" O(. d ------ ---- - -- moi- I ! ti a s i iA(K W/ NON-SHRINK GROUT LSX3X3/8 (OT 14) m £LL L��iQQ55j S.S. THREADED TACK WELD i0 WEB 5/16" END PL, WEB STIFFENER 1 !�4'-� ROD IN EPDXY CLOSE TO BOTTOM i /16" WEB STIFFENER (MATCH WEB THICKNESS, TYP.I MIN. MIN. 6" INTO MASONRY BOTTOM FLANGE i T-4-' 8'� �4 a--a, m i 1 i B' S/8" THREADED ROD/BOLT 1 ON EACH SIDE OF WEB i i j �-------------------- ------ ------ -- -----� PO%Y ANCHORED i0 �[i s 2 BOLTS PER BEAM END i CONCRETE PIER BELOW �,+8•� (1 EA SIDE OF WEBL �ON(RETE PIER o i_�5'—+ CONCRETE PIER ISEE TYP. DET) �d EVELING NUT I — DETAIL ANGLE BEAM 1F �- - ACK W/ NON-SHRINK GROUT TYPICAL BUT DETAIL 0 BEAM BEARING ON CONCRETE PIER5 DETAIL G DETAIL E V SI THREADED ROD IN EPDXY OR ED. � N MIN. 10" INTO MASONRY I II qw - -------------- ----- Lu 92 ---REBEL WALL BEAM 1F BEtO WELD 3/8" BASE PL TO POST, BOLT TO i' CENTER WEB STIFFENER BEAM iF U) TYPICAL DETAIL 0 END OF BEAM BEARING ON HEBEL BEAM 1B OVER STL PIPE y W IP- COL 3-4"D. PIPE r�.; - t ANGLE END OF BEAM 3B W y BEAM 18 ABOVE-_-i r—- -' V' ---------- ------r== - _ ----7 r * r Lu !/—r 2 e' ---------------- 3-- - -- ------ ___________________ _ _ __ _ __ 5/16" SIL. PLATE FULL WELD 1 I-WALL LOCATION -7 v ¢ Q BOTH SIDES OF COL I I V4' ? >�,, 1/2" STL BASE PL BELOW ----------- -----r- -- 4"D. STL POST. Z jVe �i BOLT TO FOUNDATION BOLT BEAM iF r WELD TO BOTTOM J 11c LLI s L3%3X5/16 WEIDE TO REBEL COWM - ' BEAM iB W 1 x DOUBLE ANGLE BEAM 1 BELOW, SEE DWG 1F - -- -- ---- W S/B" BOLT14 M i HEGEL COLUMN BELO O Q 3 +I 3 3 /' W W T. ------ e i i 5/8" BOLT (2 L3X3X1/4 DOUBLE ANGLE, WELDE ` �. i i r 1 5/16" WEB STIFFENS 1V DETAIL F DETAIL G I I I I 4' Fl TYPICAL DETAIL 0 8X BEAM CONNECTION 4 TYPICAL DETAIL 0 16X BEAM CONNECTION STEEL DRAWINGS EL. +110 - SCALE 1 1/2-=1-0- UNLESS NOTED N 3/8" PL BOLT 27-3 V4' i TO BEAM 1E 28-5 V4' T-2' IELD WELD #3 REBAR 0 4'-0" Of EBEL FLOOR PANEL 7,M Ir-4 v4 ................................................... ... �i 4;-8 - - ' 7-1U' TIE-DOwN DET. SEE 1/ EL-110 J-0 + -7 v4' _ } iYP EL. •112'-6": YP EL •109'-10'• BEAM 11 OP. SIDE 1A W16X36i i 1E W16X31 EE TYP, DETAIL 1/S1 1 I 1 "- � I 113 + S,'16" WEB STIFF11— ''' SEE TYP. DET 1/S EE DET. 1/51 E -- --------7/-- '+ !TYP Iq'Y y EE DETAIL51 y y4•I :I• + 1 3/8" PL BOLT y� �AJAtt WALL^ : B'I .�, I i0 BEAM 1E I I (OL IA, 5XSX1/4 TUBE z (PIPE �--REBEL WALL FOR COLUMNSEE PLAN EBAIBEAM(WEB 1 I 28-5' STIFfENER DETAIL 1/4" WEB STIFFENER EA_ SIDE tt fi t"0.X4" STUDS 8 4-0 4' 891 VA' �i 9 V4' Ip ( DF STUB POST ®4'-0" O.C. EL X10 -10" i1 1B W16X36tP I I SEE BET. 2/S a' I ___ 4"D. POST, WELD TO 1B, BOLT 3/8" PL. TO iF WELDED DOUBLE BENT PL ( - 5/16" WEB STIFFENER, EACH SIDE SEE DETAIL 4/S ' ' SEE PLAN DETAIL G STIFFENER, SEE PLAN DET. E/S1 4'f4'I4' 3'� Ir \_5/16" SEE PLAN DETAIL D/S1 ' 4' /8"D. BOLT IOi. 41 1 «-8 WELDED DOUBLE ANGLE W/ WEB STIFFENER OTHEPo SIDE ! �I EE 1Fk—{ONCRETE PIER �' COL 1A, SEE DWG. BEAM 1E_ ' AND PLAN DETAIL [/S1 %16X1/2 BASE PL I 1 Y LL I 28-8 114' i 7-9 V4' ll'— 18-3 V4' 4'-I V7 ilE-DOWN DET. SEE 1/Si 1YP. El. •109'-2" BEAM 11, BOLT x OR FIELD WELD s IC W16X36 "S ' a 17-2' ' 8-9 V4' 8-I 3/4' EE DET. 1/S1 WELDED DOUBLE FULL WEL Y-I' EE DETAIL 1/S1 4`1 TYP I BETA it G/51 EL •t0B'-2'. 7-113/4' + BENT Pl. SEE PLAN DEL A o 0 I a 1/4" WEB STIFFENER I o . . Y-/ 2' BOTH SIDES —�;EBEL WALL [Ol 2A. T P, 8,� BOTH SIDES �F W16%31 _�_i-B V7 . . I C j- LS% 18 HOT 141 --- --- --i -- --I -- _-1 --- 1- 1 I 4"D. PIPE + _ - SEE PLAN V4' I TACK WELD TO WEB DETAIL C/S1 EE DETAIL 1/S1 3/8" TOP PL. BEAM 1B. BOLT W,/F\,/ I 8' LOSE TO BOTTOM FLANGE TOEE DET. 2/S1 SEE DETAIL i/S1 1 CARRY REBEL BLOCK BOLT TO BEAM BASE PLATE TO I —HEBEL WALL r-REBEL PIER HEBEL WALL (OPPOSITE SIDE) 1 1 cc 1 1 I 1 - 1 I 1 i I I I I b I I W a - "D. STL PIPE 1 I W a 1/2" Sit. BASE PLATE y BOLT TO FOUNDATION _0 EN FIELD WELDED CllE-DOWI,/ SEE 28-51/4• SLEEVE AND WELD ETAIL 1/S1 EL •109'-10" 4'-I VTYP. 7-V—,fm 4, 20'-5V4' N¢=N m e-9 V4' T:0•: - 1D W 16X36 t I V4' 1"O.%4" STUDS EL. •109.-2.. 04,-0.. O.C3WBX18 DOUBLE BENT PLATE WEB STIFFENER FULL WEL 8' r _____ SEE PLAN DETAIL E /S ,.. 3/8" STL PL 1/4" WEB ' : ' ' ' ' CONCRETE PIER COL 3 a WELDED TO PIPE, SEE PLAN STIFFENER i EE 1/S2 SEE 1/S ; SEE 2/S �8�1--' W 4"D PIPE BOTH SIDES —HEBEL PIER (OL. 2A. SEE 1 : HEBEL PIERS CONCRETE SEE PLAN DWG. BEAM iC ' ' —' Z a DETAIL F/S1 iE I : : ' I I PIER I W m mLL s1 c i 4A i--HEBHL WALL i SEE PLAN DET. A/S1 V+ 14'-P ----L---� 23/4' 3r8 1 IT-Tr 1 5.r_ FLANGE LONGER W ' EE PET 1/S1 4'-i V7 _-_-r 1 (WE LENGTH) EL •109'- THAN WEB f=.1 T-7 V4' I EL •109'-2" ' ' W8%18T W Q I 1/4" ENO PL. i y i 1H W8%iB zit EAM IE BOLT OR WELD-f U) EE BOLT DET. 2/S1 3%3X1/4 DOUBLE ON(RETE PIER TO BEAM 1( 1/4" WEB STIFFENERS BRACKETS "'/ co Z J 5 ¢ I I I BOiH SIDES BEAM 11 i W W K—CON(R4iE PIED-- (NOT SHOWN) I INTERMEDIATE TIE-GOWN -SEE DETAIL FROM HEBEL 0 Q 28-3 3/4' W = �-2 3/4' 7-v 7-r 8-0 VY = h 11- Z-7 v7 TYP. EL •109'-10" 3 r.y TIE-DOWN DET. SEE 1/S113' a,� T-9 V4' A 1 !. .109'2" .' ...... .._.._......._...----------------------- V ' IDA W16X31 i lj WBX24 Tip - 3X3X1/4 DOUBLE ANGLE ' } +Grt EE BET 7/S1 5/8" BOLI 121 iYP. ' I i �K W8g8t 18 � EE DETAIL 1/S1 DOUBLE ANGLE WEB STIFFENER y I BEAM 1 IM TO 3/S1 L—HEBEL WALL SEE PLAN DETAIL E/S1 I HEBEL WAIL--r 1 a SIM TO 1/S I �--HEBEL WALL 1 ADDED I I I CONCRETE PIESTEEL BEAM ELEVATIONS EL. +110/113'-4- SCALE 1/2"zl'-O" I 1 1/2"D. STI PIPE VAII I n 00 cl _ n I �II II I u I II I n I n I II I u o II o II I O II I II 1 J iW 5/16" ENO PI, WEB STIFFENER o II I (MATCH WEB THICKNESS, TYP.) J II 1 II 1 II SET BEARING PLATE AT PPROPRIATE HEIGHT IN MASONRY, U II FIELD WELD BEAM TO PLATE it X41/ TYP. F II u 1/2" BEARING PLATE- S 1/2" DEEP BY n II !DTH OF BEAM PLUS 1" TO PROVIDE ADEOUATE WELDING SURFACE WIDEN BEAM IN I r r I I THIS DIRECTION BEAM MODIFIED REBAR WELDED Qb% ,5.0y4• `�` V2' 3/12/01 I_____________ W12_X26 }gg'3_LD.S___ `moi_ 119-2" _ iiE ii ii TO BEARING PLATE ------- ---- WIDEN BEAM IN �1,t 12X26 ®i lig R ii ii £' o -3 V2' THIS DIRECTION 1 ® d, ii�-�` TIE-DOWN EXTENDS VERTICALLY C3 PAST END OF BEAM, OR IS WELDED TO BEAM �` '��' O�S'� �-------© 122(2 _ 119'-2_LD.S_---• ���£ I I ®a II AME BEAM CENTERLINtt 1110- i L ii _ '�' 1 1 r 2? I.• u P m I I I I .'OV411q''2•' \�<�t SEE OWG 52.1 I ' o DR 2G3 DIMS IIti W\EX16 N `ENCME—®' `111 i 1/S2 - DETAIL FOR BEAM BEARING 4/26/01 8 DETAILS 3X3X1/4 DOUBLE BENT PLATE BRACKET CAM 2A 'O�°�'✓,f ,'> WBXtB',fl9'-2"T.OS. - ,'. COL 1O LJ \\-S '9e mac. - °�*s° 9 s f PIPE W o ' �'/'9�qI°°CF tfy COL 28 TUBf EAM 2L DETAIL BEAM 2A AND 2L V O~s W 0u , SCALE 1-1/2•'=1'-0" I-. --_W8X iB®122'6'T.OS_._1 3X3X 1/4 DOUBLE >V<a a BENT PLATE BRACKET 01 121 S/8•• THREADED SEE SK-1 FOR v� v Q OD. FULL WELD TO LOWER CARING/ BOND - FACE OF ROOF RAFTER BEAM DETAIL !TYP.1r--BEAM 2H 'a WELD ENO PL. •d�FOR CLOSURE L9 WELD #c DOWELS ® � N6 O(ATION SHOW, 10'• MIN BEAM 2 d EACH SIDE, SIM TO SK-1 BEARING PL. EAM 2B CENTERED 0 i BEAM ''W` DETAIL BEAM 2B.26,1H Z a ^, SCALE 1-1/2"=1'-0" W Q "4' BENT PLATE BRACKET 0 O W16X36 122'-6"TO.S. BEAM 2 'A N ---- V/ 1- Lu ��' BEAM 2 W N I� V Z I/F LILT H } do lk 0 Q 'w BEARING PL V+ _ UJI r, S ENTERED ON J g BEAM W Fpp N a ® 4 N DETAIL BEAM 2(,21 m G Z r. UZ SCALE 1-1/2-=1'-O- O Q r. W o U STEEL DRAWINGS EL. +120-0 --+123-4- N _ 1 3/8" STI. PL x'711?' TO PASS THROUGH 4'-B VEBEL WALL= TUBE AND BUTT TO i ROUT INTO UNDERSIDE OF FLOOR PANEL SV2, ° 20'p. L PL IN PIPE 4, 1: V-8 1/4' El. •719'-2" STL IJN y• : ...............-.-- r-lvY... r-0' 4'-7 VY 7'-2 y +. R6 g•-211q• 4'-0' TYP 12X26 0 10%4X1/4 _ _ EL' •11 - 1YP EL. •109'-1" 2H g, WB m 2E WBX1B - C * �X3X1/4 DOUBLE BEARING Sim-[ DETAIL SIM 2 xl + _ i; 2F w12zz BRACKETS S t/S2 TO 1/S1 q-E VI' STI PL PASSES 1: - BEAM 2B oa RS 504 TRIM FLANGE TO FIT 1OX4X 1/4 _ THROUGH PIPE :)is WELDED DOUBLE WELDED DOUBLE INDT SHOW ON BEARING PL. TUBE BEARS 11 OP. FACE ONLY) J ON W-SECTION :73/4 : :ii: BENT PL.3/8" 13%3X3/8 WELDING NOT BEAM 21 BEAM 2F JOINS W YI; J REQUIRED m ;Y,: SEE PLAN FOR ANGLE BEAM 2B p 90 DEGREES ^DETAIL ~ SIM i 1/S1 5112' F N iL-tiEBEL WALL ui 1 03/13/01 WIT 114'rr n.F B 3 SCALE 1/2"=1'-D" i i 2 V7 1/41 7-n VY 4'-3112• f-T 114' i 41liYP. 21 EL. •119'-2" F-5WY ilE-GOWN DET. EE 1/S1 L •119-2" r. 2G W12X26 i ; 21 ;-i;� w 12x22 27-2 u F4 i 3%3X1/4 DOUBLE S 112' EE OCT1/S2 5 Y i 7/16"" WEB STIFFENERS gg ,� N TH PO KET 17-1112' 9'-0 3/4' BOTH SIDES SOUTH POCKET o T IELD WILD #3 REBAR 0 V-0" O( --REBEL FLOOR PANEL LOOR PANELS IN THIS SECTION CONTINUOUS (CANTILEVERED �HE8EL PIE (NOT "EBEL WALL WELDED DOUBLEORHEBELCWALL —f EIS z ....... .....................----------.......... ._._......._....1 TRIM FLANGE i0 FIT OT S OW zc -'---.....- --�--�---------.......__._......._.......... i ENT PL. i o 4'-0' ON BEAR PL (THIS FACE ONLY) BEAM 2F OP. SIDE TYP. EL. •122'-6' SEE PLAN 4/S2 FOR ANGLE - f 7-0'�-7-0 3/4' - x r - •� EE TYP. DETAIL 1/52 2A W16X36 a TYP. ' - o 5n 2': SEE TYP. DET. 1/S2-/' :nl: m--!TYP. BEAM 2L ATTACHES AT FIELD WELD L-SHAPED #3 BAR NI 'ii; —WAIL ANGLE, SEE PLAN DETAIL 1/S2 LEG OF BAR EXTENDS SOUTH MIN. 1' WALL_; au. HORIZONTALLY IN GROUT CHANNEL 111 OF FLOOR PANEL ;��; � JTBRA(KET S.S. L8"X8"X1/2"%0-10" III ON 80TH ENDS IELD WELD #3 REBAR ® 4'-0" 0[ n : ---REBEL WALL HEBEI WALL— SS 6-X4" ON NO DESI ONLY2T ACK L PANEL " L iCHE DE4'-5114' _ WELDE #1 - 2'-0" 3'-0' 4'-0' EBEL BOOR PANEL :,4 8'-3' ": 31112 END P - - --.._.. ._...........-'- --------- I RACKET #4 1 7n 4'-Q'-..-.-... 5 Y: 5117 110 _ _.......:.. 4'-0' RACKET #2,3 2'2" EL •122'_6.. :n. :1: TYP EL .119'-2"EL. •122'-6 TIE REB R ALONG2L W8X1O 2K WBX1B 2d W12%26 INTO STL.A BRACKETW E. -------.... ......------.... . -. � ;, �• B ARING FLOOR PANEL m .11. . EE TYP. DETAIL 1/S2 BEAM 1L. ATTACHES Acc T gI p•; -�YP�CAL BEARING PL. � TRIM FLANGES TO FIT _ —WALL ANGLE. SEE PLAN DETAIL /S2 :� j SEE 1/S2 ON BEARING PL (BOTH FACES) SEE 1/S2 ECEIVE STEEL BRACKET Y :11: 7 r-WAIL iu: 9 `-v—' 1Y IY _ t W-2 X21 STEEL BRACKET DETAIL. DECK AREA 3/28/07 ��SCALE 1/1D" Q E #3 ROD. [ENTER Y-0' O z a.� 20'-73/4' 1 TYP. t' ON BEAM [CAP 70 AAC TIE-DOWN LTYP.I fl ST t D Y --B-33/4' B'-1114' ON NUE TO BOND �..."1 3112 111' TIE-DOWN DET. SEE 1/51 4'-I 112' 2N WBX18 tom$; BEAMC OTITDP OF WAIL 4'-i 5114 Nc o TYP. EL. •109'-2" - L MINOOM 01 a -0 H (OPPOSITE SIDE) 2B W16X26 'x" T '�`--SEE DETAIL 1/S2 1/4 PL. -----'--- N lF1t t,t ----� E%TEN- cC=s a �HEBEL WALL WELD i0 PIPE I -'- --'- - -=F BASE PL d - 4 REBAR _ __ EC SSAW WELDED DOUBLE 3 1/2"D. STL PIPE AS PE [-SHAPED #3 REBAR, 3p/t 6X6nSTLUPE i DIM TO FAC G2 EE DET 1/S2 FULL WEL OVERLAP OR MAKE ;i BENT PL. SEE PLAN DET. 3/S2 WELDED DOUBLE DETAIL 6/19 ,11. . L3%3X3/B COL 2B CONTINUOUS W/ U-BLOCK ® BOTTOM. WELDED i ;el: REBEL WALLPIPE---' I REBAR RE-BAR #4 AT TOP 1 BEAM 2F JOINS 4"0. BEAM 28 Q 90 DEGREES SIM. TO PLAN %� DETAIL C/S1 I i i �•/ WP P 0 0 IR.O.1 ''ww cn FF sn V/ F iz 068 W y 20`.3• I Q 3%3X1/4 STL TUBE S d'-0' #3 ROD. CENTER s TO BE SHEATHED 3/4" IJ N, W/ LUMINUM (BY OTHERS) Lu 111 TYP. ON BEAM 2 EL -121'-2' i I •-0_ a C y 'A 2C �+ Z W 12X26 BASE PL J S W 511 EE DETAIL 1/S2 SEE DETAIL 1/SI SET BACK MIN 2";—# __i W H o� EBEL WALL HEBEL WALL I I FROM E%i. CORNER BASE Pt 3 Mi ANCHOR INTO BOND BEAM BELOW W 4 440(/1L. W = -i� W/ 6X6 STL PL .�-+q 6X6%1/2" I I -!I- BOTTOM. WELDE STEEL a Z BEARING PL. I RE-BAR #4 AT TOP S BOLT TO CACORNELER WINDOW1'-0"DETAIL, ROOMS 205 8 206 FOUNDATION 1/2"= 4/25/01 STEEL BEAM ELEVATIONS EL. +120/123.-4— SCALE 1/2"=1-0— I � 1 m P A WELD REBAR ff i0 SIDE OF ❑ i10.11 o BEAM. EXTEND t,11 "��''`� g SVSIEN 11`1 11 3 111 l,� R15 TS BX3%1/4 R21 ❑ INTO BOND BEAM 11 a n• W O''��'_' z lr£=== ------------- =-B 0.5. ---' ----- -_--- 6' \1 CDKD 300 \ _--' o"1' 1 1 1 _ I BEAM R13 .0 a --'' pER SPAN 11 31q I 1 -------- \\O SD DGE Itr �`r^IiN 1 it u o 1G Gp I\\ i I 0 ~ L—W/ 2 LAVERS , _moll, 1 1 1 END OF 1` p10' A -",9 i 1 1 BEAM DUR N pRE iii �mmN 1 i i ii ii F / 1VP.?O.. EIF IN n m ph i i it . Lij ✓'_ -' `\a \111 WALL i0 RE[EIVEJTi x 2q 3" D. PORCH DE[K x111 ` B - - 5'-03/4' 1 1 -_111 R21-TS B%3%1/4 \'q1 1 R14 TS 8%3 DETAIL A DETAIL B -133_8-5/9" -- _-- ALUM. TUBE_BX3 1/4 AIh=i 5/1d_I ---- -------------------------- " BO.S. R21A �� i `. BO.S. l 1\ " 'ii— n-eve• '\ I it ----------- J° i4,i 1 WELD REBAR 121 a 11`1 B''1 TO CHANNEL. TIE BEAM R2 1 I 1 TAM R25 u 1 INTO BOND BEAM 1 1 0 v'\'J �' B ITYP. CONNECT ION) 1 1 %3X3/8 ANGLf B�.\• 9-1 Vr —\1 37-0 14'-Y�=:�� 11 TS BX4X 1/4 \\ .x_11 l• ____________ 1 ______________ \1 PORCH BEAM \` -- TS BX3X 1/4 R13 TS B%3%1/4 1 _ ________ _TC-B-[Y____ _ L` _S32JL 11L14'________________ _-_11 ___________ 1 S'-�1/4' 1 1 1 0 ___ ______ IC=__=___ ___ __________________________ -IC- `� \\ T.O.S. � IIRrn'I 1 B.O.S. 1/ all BEAM R1 EAM)lE'F hill \� _+, o o ✓s m 11111�I 1 ------------------------------ 11111�1 DETAIL C DETAIL D 11111_I I mA�p 11111 ml I TL'-O V4' ' 130'-S• a"T R19 TS B%3X1/4 .^11111 N1 R12 1 ,-o uul 01 O TS B%3X1/4 ,T2A 5l - 1 1 n H VIII NI 89$. 1 elf ❑ 11 '1 29'-3 V4 nu I 1 BEAM R2 a u• 11,,n 1 un:.d 1 q• WELD REBAR y 1 r1x-1-•^I I u u TO SIDE OF If u 1 nut ml I __-____-____ u_u• __ 4' BEAM R13 ----- - u BEAM. E%TEND 1•u 1 <11111 cl I ------ I' ----------- - ------------- 1 „u1u r1 1 ---------------- ----- a __ INTO BOND BEAM 11 iiiii Ai G 3%3X3/8 ANLL -----ENO OF --_------I------ W g tun o1 4 BEAM BEAM R2 �a '1 R18 1111 RIM �S 8X3X1/t 1 1 END OF 1 %3X3/B ANGLE ` ---- -STB'8_S!fl'-------------------- 11 -- ----- _]Zfl:9 SLid"_. 1 1 BEAM 1 (� '1 80.. 11 / BO.S. I 1 WELD REBAR 1 EAM R25 g '1 PIPE_� SX 1/4 i INSIDE TUBE, \I �0�jC TO BEND INTO o a •^ \ u 1 1 BOND BEAM 1 11 I �a N� �• 1 1 1 I DETAIL F Q �' 1 11 1 DETAIL E _ 1 II 1 '1 —6-V � n-B Va '1 BRAKE 2 \' R17 TS B%3%1/4 i R10 -------------------------- ` __ \ __11______ ll9:ySL16"________ _OTS-B%3%1/4---- i BEAM R2 I I ull 1 '------`-------Z---- _ ---- -------------' VI<�H ------ --- ----- *�`---- i 1 1 EAM R25 ` BO I I Ham_______ / 1 1 O ` I 1 le z a %3X3/8 ANGLE 0 \ \ II i BEAM R18 4 BEAM R11 W FIELD WELD TO FIELD WELD TO Z R9_TS 8X3%1/4 i (OL. TOP PLATE (OL. TOP PLATE H ` ------------- 11 -------- mt�---- -------------- —131-0_5/1 --- i a�9y,.______________________________ 1 BO S. 11 --BHS---'--" , COL TB-4"D. PIPE COL 1B-SXB%1/4" BELOW W/ W o 1 11 3 W/ 3/8" TOP PL 3/8" TOP PL 0 O y 1______________________ _________'I 1 /A E 1 TYPICAL DETAIL 0 END OF BEAM BEARING ON HEBEL l DETAIL G W w I I , I V j N 1 1 _----------------R8-W 12 14------_,�]/3------ 1 ------------ -------- - i 4. V, 1 -BHS--------' � U Z r--------------- --nn BEAM R11 J CIF O ¢ w 1 \ 1 \ \ W lz I I is OQWELD REBAR TO SIDE OF ``` WW27 R7_ BEAM, EXTEND �\W 12X14 1 INTO BOND BEAM. 1 1 _ '___, 1 P I 1 I I 1 1 NOTE:STEEL DIMENSIONS ARE APPORXIMATE OVERALL LENGTHS--SEE STEEL ELEVATION DETAIL H DRAWINGS 3.1,3.2 FOR ACCURATE DIMENSIONS l STRUCTURAL - EL. ROOF --------------------------------------------------I ` N a R a .................... .. ............................................... ETAt ROOFING(CONTINUOUS "4 8•-3• 1/2'OURAFLEX,1 LAYER LASNIN6 0 RfH 1, 'UN{N 6'-0- 11AOMASTER LOAOMASTETRUCTU R ° 2 0'-3• __ 112-DURAFLE%, 1 LAYER TERMINATOR DR c _ ",. r�.� URCH.3.... ION 1521 DGE STIFFENER ' S --__ ----------- P ............. -. ..... _ _ - ' TERMINATOR G'�0' ,� _-•-I�� _ - -...... .. __, OVERHANG 1/1" i__�___�_ _ BOND BEAM BE W - _ _ - - IOADMASTER ' METAL DECK I STRUCTURAL WINDOW AREA TO °';_ �A({/H_ -- _ •1 n ----- ---1--- . •- _ _ TERMINATOR �--��-- -..._..—...- � - �/•� .... .......... RECEIVE PORCH BRA(ET � � XiA-3/ _ - _ I I I EE DETAIL 1/S32 i m b U•' �. i ' I 4 A(U - {-`_ WI 3 o8'-2 1/4' 1 1/2" METAL DECK - =;j =___ ^' MEEUM W! 3X775 3/B" SS THREADED ROD �- I X175 IANG(fU b 8 o ---- ---- --- IRAN G(fD TIE INTO BOND_aB9z A(U j _.... _..-- -- ! IAN �-----� e J �7B'=Si THREADED SP RS S p �------' N(NUM(IUB( W TIE INTO ADRB'-BFAM__,�`__7_c�=_ TUBf- n }" BOND BEA M—� _ 4x4Xg/8 \ XB%3/8 SS PL X8X3/B SS PL ~ 4X1/4•' STL PL o ;' Q'• e �J• -____------ ANCHORED TO BOND BEAM 0 16- Of. DETAIL PORCH3,PORCH4,PORCH5 U) jI TACK WELD DECK TO STL. PL 3'DECKIN TOP OF . ................................ .......... DETAIL PORCH(,PORCH2 11/2~=1-0~ \ z ALIGN TOP OF j % = MT 3X12. ?� PL AND TUBE .SEE DETAIL 2/S32 *BEAM \\ 3 Vr 31/2' 3/84ALUM/PLPORCH BEAM l 3%3%1/4 FIELD AD1U5IS BX4XI/4 - ----.... ... ......... a•-a yr 4•-z 3/+•WELD REBAR TO DETAIL OF ANGLED T ON TOP _ ANGLE AND TO •3 ,G•; 41 W OF TUBE,FOR ALL PORCH - o VERTICAL ROD OR ' PORCH BEAM,PLAN VIEW BRACKETS ma ^a POST IN WALL ......_....._.__....----_.....--- o C PORCH(,PORCH 2 POR H3 PORCH BEAM ELEVATION ALUM. TUBE \ "1 WELDED TO 3/8" PLIDADMASTEo 1 1 pU TERMINATOR 1 \ " 1/2' SS PL. I pORCpd I R(HS TERMINATOTOR E1AL ROOFING ' ' *6'-3' pOR( LOADMASTER DECK . W/ NEOPRENE SEPARATION R-4 1/p• N6 '• DECK W/ 2 LAYERS DURAFLEX 1 n WELD SS THREADED -tea--- Or p• IP GUTTER 6'W%4••H OR AS •" ROD i0 SS PLATE-B1�• RECOMMENDED BY •.nn;,° ' EXTEND ROD •{ TIE BOND t — '--L'-'-- -- -fie------------'--"-'---"----"'---... _ - .. li II• R c e r- 3/4' NOTE BRACKET 5 :, -- -- ---- 5.-p Id II B ATTACHMENT IS A ' y \ �,+�},/ae,e......._...:•. �o' I (AP EN -_- -�4(U i A• • I •un• W _ F BEA STEEL BEAM IELO WELD (ENTER LINE COMPOUND ANGLE- ITYP3 SPANS FRU4�1 POSITION WT 12- OR B' BALL SEE PLAN DETAIL ALSOtt-2 Vr WALL TO WALL TO MEET DECK F e- e i- APPRO%. P \ _ " ANGLE AND FIELD------------------- ---- ••II ��•• 0 • e d W� Lu wElo 3 4 DETAIL AT TOP OF PORCH BRACKET(TYP) 11/2 -1 0 ~ ' \ /•ti \ 393° / •�: - - - \ -- - -- ---- - - - - ---- -- -- -- -----------------__._... ------ -- -- -- FU as �a s LL WELD 9 � \ ALL JOINTS \ j Q tLe \ CIQ� CREATE WALL OCKET TO RECEIVE ANGLE F 3 a \W >y a �! GROUT SOLID BEHIND N 3 V d= WELD TUBE + �. TD 7X9X3/8' --- \ \ A, ALUM. PL �• SEPARATE TUB 8 m - - f ----------- - - ----------- ----. .......... ANGLE W/ NEOPRENE PAD + 8-4 1/4 o \ o \ e r�4 t., _ a• a '�W♦♦ - WELD SS THREADED ROD TO MOUNTING ANGLE. —T� Z In '\ LBX4%1/1 TIE BACK TO W r 7" WIDE VERTICAL REBAR Q OR STL PIPE y ............ El.•110'-0' \� \ \ W g \ - \ ----------------- W _... -- --- ----- DETAIL 2/S32 BRACKET BASE DETAIL 1 1/2"=1-0~ x cc SLAB DETAIL .� `+ EL.•110.-0' '\� 4 \ 1 TO BE DETERMINED I -.--. --.- a 111 � � TS 3X3X 1/4 BRACKET \ 14m \ v o El•/-10'-G 8• � "� i yam_• 1/2" PL 'A = y 3'101/4' 1/2-PL El./-10 -B\ 8' 4 I-\• J 1"�\1"� L8%4%1/2 VJ/ s FROM FACE OF I I0',�y� h• I OUNTING ANGLE. W FOUNDATION WALL y1 _ W r > NOTE. SLAB OEIAII EL •110'-0' 7„ =r r,r TRIM LEG y O �}I 1 TO BE DETERMINED ,"1' ' 3 W S FOOTIN65 4'-0' \ 1 i BRACKET 5 ATTA[HNENT " \" TL �+y�h•f J WELD REBAR cc Z EL./-109 0" �• _ IS ON A COMPOUND ANGLE B' eL4J',�; 70 MOUNTING ANGLE � Q BELOW GRAD ,;, Y� "� ` 7p I \ SLAB DETAtt RTIE EBAR T OR V STI. POST W OR llE i0 LE06E , \ G° B T F- 1 i TO BE DETERMINED i -• j 2 1 Q t b -81/41 1/4' I •'f-Q I \ CENTERLINE le ` \ § 12" OR 8' WALL 1 _ --- ---------r --'�--_ ---------- - - -- ------ --�--- 3'-8 1/4' O-+' NEI LAYOUT DIMENSIONS,PARALLEL TO SOUTH WAII BRACKET 5 PLAN VIEW 7-4' - - - - - -._V. --------- --- ------_...--- - ' .--- -- PRC b DETAIL AT BASE OF PORCH BRACKET 1,2,3 11/2-=1'-0~ PORCH4 PORCH5 ` ' _r- STEEL ELEVATIONS @ PORCH SCALE 1/2-=1-0- 3'-4•�—� o E „ r 21 9 :232' INDICATES 1/4"X 10" T. STEEL PLATE 1 3'-,4' 3' -6, AT EDGE OF FLOOR. SEE DETAILS 0 TYPE Al I I I I I OF TYPES FOR HEIGHT AND INSTALLATION INFORMATION. + E0. E0. E0. E0. j j FINISH AS PER OWNER SPECIFICATIONS. T-6 3/4' INDICATES STEEL STRAP AND/OR BOLT p. �--7 13/4 �. LOCATION. SEE DETAILS OF TYPES I E0 E0. I E0. SPECIFIC CIREQUIREMENTS. E0. WELD 0 ALT: 0 LOWER j TYPICAL STRAPD MES DIMENSION IS 1/4X2118. TYPE Al I I I I CORNER EDGE ANCHOR FROM FRONT LOCATE AS INDICATED BY ® _..._..-- ------ ---- ---- ----......................._..._................__ DIMENSION OR E0. SPACING ALWAYS O 1,6 Tom_3i 8' 3,14, LESS THAN 2'-2". 2 TYPE A I I I i E0.i E0 I E0. E0. O WELD 0 ' T-5 1/4' CORNER + 6'-9 1/2' 2 V2' 3A 0 EQ E0. Ep NOTE-FOR 3A, STRAPS MAY TYPE A WELD I I I NEED TO BE BENT TO EXTEND TO COL. I i I OVER PANEL +– 18'-9 1/4' t�4 p 4'-0' + 4'-0' + 41' l'-5' WELD 0 I I CONT. STL ALONG WELD 0 �PEEA, E0. E0. E0. E0. E0 E0. FACE OF PIER, ANCHOR CORNER tj & WELD TO BEAM AS NEEDED O 20'-91/4' © 2X2 l'-7' + 4'-11/2' + 4'-11/2' + 4'-11/2' + 4'-11/2' 2'-01/4' © I I I I i I I WELD 0 TYPE A EQ.I E0. I EQ.I E0. EO. E0. I EQ.I E0. I WpLO[OL CORNER LuA gu ---- --- --- - -------_..._.....--------- ---- --- - -------......---------------------- - ---------- ------------------------------ _ ......................... V Lu 2.1L7' T-4' T-5 1/2' 4+ _ o SPOT WELD L 3X2X 1/4" OVC a 0 LOWER EDGE OF STL. PL. a= f V TYPE B I EO.I E0 EO.I E0. I & BOLT TO HEBEL, ALIGN BOLTS Ci Q G`wT W/ STRAP LOCATIONS. H 3 + 4'-4'� 24x/2'_T-11' 2.v2' 07� TYPE C I I W Z v + 14'-0' W m 3/1 ® 201/+}—2'-11 1/2'–.-1'-8'-� T-4' ;–Y-8',2'-11 1/2' 2' o TYPE C y N WELD 0-IrANGLLu v, CORNER ANGLE- SI EO.I E0. I I ED,I E0. I I CO.I E0. I s HERE = a y ------_--------_------------------------_.._----_-------------------------_--------_._.._._-------_---------_._...._........._.__.-. ...._.......... U C W 3'-4'—+ J s CIF uj O W $ 10 .= c a TYPE D W W E ......._.... ...... ..... ........_....... .. . .........__..._........---------- --- --- - ----- ---- - ---- --- -------------- --------._ _ � a 4'-7 1/4' THIS IS A 6-LINE FULL SCALE 3 4 T-9 1/4 4 1!4 10 OO WELD 1/4"X10" PL. TO STEEL BEAM 0 TOP & BOTTOM STEEL EDGES, MAIN LEVEL NO TYPE i (DIMENSIONS INDICATE STAIR STRINGER LOCATIONS) o4 12/08/03 y • •e ♦ ♦ t Y /,_ IT,3'51/2' 3'-4' SEE PREVIOUS PAGE 11 FOR NOTES. TYPE'A WELD I I o CORNER ED I EO I E0 EO 12 2+�1'it 1/2' 1'8'-+ T-4' 1'-8' T-4 3'-4'�T-B' + 1'-11 1/2' 12 TYPE A I I I I I I I I I WELD I E0. j ED. j j ED. j E0. CORNER 132+/*}2 2'-1' 2 V2 CD0 O TYPE A' ED. � ED. ------------------------------------------------------------------------------------------------------------------------------------------------ +-2 2'-9 1/2' 11 TYPE C E0. I ED. ED. ED. I - 9'-11/4' W 16 411/4' + 2'-3'—2`3'----?+ m; TYPE C I I rLi �«N 6 9'-2 3/4' a 14 17 4'-4 3/4' 2'-3'—}—2'-3'------+ O =LL TYPE'C'----------------------------------------------------------------------------------------------------------------------------------------------- < Y 3'-4' 15 16 15 2,y2' W TYPE'D Z a E0. E0. W o 0 y W � s v Z > uai O H J LLJ 3 < 0 17 W THIS IS A 6-LINE p FULL SCALE _ ;+ � � a STEEL EDGES, UPPER LEVEL5 REVISED 12/08/03 SCALE- 1/4-=1-0- Y NYr • s C fl 1 a•-tr ;F' �y gyp, ---------- ----w8%1e 1Qs -NN III © IN NI IN AI 1 � NP ni a 11 AP N IE I N la 1 i ADOITIONAL STEEL BEAM WBX24 E I SEE SKETCH 1 JUN 03 Ix +1 II P°e II b II AI 1 C 11 III 1 ^ JI 2rt va• 1`I U _W8%18__ 1 TOS.__ '1 �i i W16X36 r-----4 L � R9_2 =_ --- -_--_-_-_-_-- ------------------� ------------- -� \-BEAM POCKET PAPE , 5X5%1/4 1� I\11 4" BEARING COW i TUBE COLLA 11 III U 11 I I 11 11 I I 11 11 I I U 11 I I II ADDITIONAL STEEL BEAM AT EL 110 SCALE 1/4"=1'-0" WELSCH RESIDENCE 11/S/03 Date. . . -4��. .. .. .. Of ,ORTN�,� o? �` TOWN OF NORTH ANDOVER • X PERMIT FOR GAS INSTALLATION This certifies that ' -. . . �: .-...:; .r. . �. �1. . . . . . . has permission for gas installation .-�1 . . . . . . . . . . . . . . in the buildings-of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . at � .. . ``-''. ., North Andover, Mass. �N Fee . . . . Lid o.. ��tU . . .. . . . . . . . . . . . .GAS I Check#/D s- 6664 MASSACHUSETTS dNIFORM APPLICATION FOR PERMiT TO DO GASFITTING L't= (Print or ype) VWMass: Date � 26 b :777�.o BuilchngL tion47 :2 owner' ame , — ✓ Type of occupancy New❑ Renovation❑ ep(acementge" Plans Submitted: Yes p No p LU O 1, in G to �_ ¢ z x � �W z O tr C2 0 M - O i— 0 ,�, '_ z io- o n 0-1 Uj U. Z = "' t M z _ Lu � ¢ coo °o � o _G � • sus-BSMT BASEMENT IST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR ' STH FLOOR 6TH FLOOR 7TH FLOOR FLOOR companyNan " E. Check one: Certificate ns tailing p Y ` O Corporation Address C) i r p Partnership Business Telephone ! l f rm/co. Dame of Licensed Plumber-orFitter t iNsURANCE COVERAGE: E 9 have a Current! bUity insuranTe policy or its substantial equivalent; which meets the requirements of MGL Ch 942. Yes No n If you have checked yes,please indicate the ty0'a of coverage by checking the appropriate box A liabliity insurance policy other type f indemnity Q Bond p OWNER'S INSURNACE WAIVER: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass-General Laws, and that my sigh2ture on s per application waives this requirement Check one: signature o owner or Owner's Agent owner p Agent p I hereby certify that all of thdetalis and information.. leave submitted(or entered!In above application are true and accurate to file best of e my knowledge and that all plumbing uratic and installations performed under the pe s ued for this appiIcZIUMberorGass 1 be iii cokey"Al alt pertinent provisions of the Massachusetts state Gas lode and Chapter 942 of the C ne 1 L Type =License: ETitic ❑Plun ber a re of L Tensed Fitter Oc t-terDense Number �asteC(OFFICE USii Ol�(LY} p l our'1eyman L�Ap?�P,OVED MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GASFrrnNG Errol Type) L Mass. Date Z- 16 20..Q,!�- Permit * Building Location �iv=d' Owners Nam. Type of Occupancy New Rermatkm ❑ Replacement ❑ Plans Submitted: Yes❑ No❑ N rr � .W �A �W la iPl W N Q o y F- m o- r 2 p W f' < CC Z 0 O 6' W ®C 0 0 O F- :L W W < �.. H 4 O W g W lOa1 Y H rr 3G < W J < ~ r' } y o > 0 }� W J yr �p Z O x a 0 = cc SUB—BSMT. BASEMENT 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR STH FLOOR 8TH FLOOR 7TH FLOOR STH FLOOR Installing Company Namer� 2�y > (�C ,W S �Z C Check one: Certificate Address ' 4 -- ❑ Corporation ❑ Partnership Business Telephone Z y- ❑ Firm/Co. Name of Licensed Plumber or Gas Fitter!2 �e / Y ��/tJ r o/�.Y41 INSURANCE COVERAGE: have a current liability Insurance policy or its substantial equivalent which meets the requirements of MGL Ch. 142. Yes ❑ No ❑ If you f1SU ed yes, please Indicate the type coverage by checking the appropriate box A liabilpolicy ❑ Other type of Indemnity❑ Bond ❑ OWNECE WAIVER: I am aware that the licensee does not have the Insurance coverage required by ChapteMass. General Laws, and that my signature on this permit application waives this requirement. Check one: SignatuOwner's Agent Owner❑ Agent ❑ I hereby certify that all of the details and information I have submitted(or entered)in above appl' tion are true aocurate to the best of my "Wed- that all plumbing work and Installations performed under the permit issued for s application wi be in compliance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the BY T of License: Plumber nature o u or e True- CEJ_ City/Town er deense Number Journeyman BELOW FOR OFFICE USE ONLY FINAL INSPECTION SKETCHES PROGRESS INSPECTION FEE NO. APPLICATION FOR PERMIT TO DO GASFITTING NAME & TYPE OF BUILDING LOCATION OF BUILDING PLUMBER OR GASFITTER LIC. NO. PERMIT GRANTED DATE 20 GA.S INSPECTOR I MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Print or Type) A li 4 J/n Mass. Date A, 20 0-5 Perm/it7# 3"m✓'' Z a Building Location l— Owner's Name Type of Occupancy New Renovation ❑ Replacement ❑ Plans Submitted: Yes❑ No ❑ FIXTURES Z Z N < Z Y W Y J M y M O ¢ Cr O Z to Q ¢ < ~ Z O Z N o. ¢ S ¢ N U. Z — :. F.. J N W N 0 S Q H V W N Y a O a 6 d 3 X (� Z ¢ m N W >' < F W Z G Q N Z ¢ a ¢ O W Q W W < N < J N ¢ ¢ J — D ¢ c "J ¢ W S < = 3 3 0 Z S Y d O F' < Y Q W W Y W O = CL ' W Z O O y Z _= W F- O tl 2 < F' < < = dl VD Q < O Q J JF- Y J m N G G J 3 = H 0 {L 0 > p < 3 ¢ C1 O sue-BSMrT. BASEMENT 6 IJLL IST FLOOR F 2ND FLOOR 9110 FLOOR 4TH FLOOR STH FLOOR 6TH FLOOR 7TH FLOOR 8TH m FLOOR ti c / J Installing Cony Na� �O0 Y//j dL���2? Check one: Certificate Address C X01 n o� Corporation 1AA. fa, © 2 ❑ Partnership Business Telephone6 Firm/Co. Name of Licensed Plumber Y)el V4 n." INSURANCE COVERAGE: I have a current liabiiity Insurance policy or its substantial equivalent which meets the requirements of MGL Ch. 142. Yes ❑ No ❑ If you have checked yo. please indicate the type coverage by checking the appropriate box. A liability insurance Icy Other type of Indemnity ❑ Bond C1OWNER'S INSU E R: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of ss. a era] Laws, and that my signature on this perry ft application waives this requirement. Check one: Owner O Agent ❑ Signature of Ownef or Mer'a e I hereby certify 4 all of the derails and information I have sub fitted(or entered)i ve application are true and accurate to the best of my knowledge and that all plumbing work and installations do under the perm slued for this app kation will be in compliance with all Pertinent provisions of the Massachusetts State Plu e n t 42 of General Laws BY Tie gnature o cePlumber Type of Ucense: MasterHeyman City/Town APPRDA ( i Ucense Number BELOW FOR OFFICE USE ONLY I FINAL INSPECTIONS SKETCHES PROGRESS INSPECTIONS FEE w i APPLICATION FOR PERMIT TO DO PLUMBING , NAME A TYPE OF BUILDING LOCATION OF BUILDING PLUMBER. PERMIT GRANTED DATE 20 PLUMBING INSPECTOR -.tel t I Wilfried Welsch 1507 Salem Street North Andover, MA 01845 Phone (978)685 2968 Cell (978)618 9959 Fax (978) 258 0625 Email wwelsch@attbi.com Town of North Andover Attn: James Diozzi Plumbing Inspector North Andover, 12/15/05 Dear Mr. Diozzi, We had hired Galinsky Plumbing in Haverhill to perform gas and water related work at new construction located at 49 Equestrian Drive, North Andover. Unfortunately there are scheduling problems with this company. I have now hired Prezza General Contracting, Mr. Guy Fodera, to perform the remaining work. Please issue the necessary permits for gas and water. T ank you. i fi ie els gnaw.n..r.:.� "w ^:xs�"�.'>? `^'�rh.'g4 COMMONWEALTH OF MASSACHUSi S I PROFESSIONALDIVISION OF 7N UMBANJ .CSA F.$TT {ZS r 1 T 04 ISSUES'THIS.LICENSE TO i I, CAE TAN OFOCIRA st.Wb-0L 8t sdHEk,VILLE MA 0,2.145-382 , 1297 U3t�liCl`6 9U326.0 ..,� l I 37 1 O ` Date.... �.-S- - oc NOR7M O�t.�ao�•1ti0 3? O� TOWN OF NORTH ANDOVER ' PERMIT FOR WIRING Ar CHUS This certifies that t .....S/:r/) 0�A .......l . rI. . .O................................................. l�-Y—,w 4OW1t: ............... has permission to perform ......... ...... .............................................. wiring in the building of...u/ J r v t d-...... ....�.e..' S. ..vl......................... �1.q q.v w S4 l^( J�.......... ,North Andover,Mass. at........................... .................................... Fee........... ^' ELECfRICA Lic.No... .�.. ...... �.... ... . .. .......................... AL NSPECr0R Check N r �' Official Use Only THE COMMONWEALTH OFMA55ACHUSETT5 Permit No. Department of Public Safety BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 Occupancy&Fee Checked_--_ APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code 527 CMR 12:00 Please Print in ink or D Wo z ( type all information) Date__—__ -- ------------ To the Inspe for o4 Wires: Town of North Andover The undersigned applies for a permit to perform the electricalworkdescribed below. Location(Street&Number_-- / 6(CS➢`/'iQ h �/'v�- i r • �'7�(OU�,/ ---------- --------------------- Owner or Tenant-------- /�/(-� —�•/��L�1—/--- / Owner's Address------LJ _� —�'�(Gy.... J/__� Alh ----------- Is this permit in conjunction with a building permit Yes No • (Check Appropriate Box) // ''r / Purpose of Building_--5/r�th h J 4Bq (t— �/w. ///./C-/ Utility Authorization No. Existing Service_—_--_—__Amps-_---_ _—_Voits Overhead Undgrnd • No.of Meters—_-- New Service 11490_—__Amps a0�f — 9 Voits Overhead Undgrnd • No.of Meters—_-- — 7 n Number of Feeders and Ampacity----T =3P --�(/0 42 P —_-- Location and Nature of Proposed Electrical Work_—__ Total No.of Lighting Outlets No.of Hot fuse No.of Transformers KVA (` Above In No.of Lighting Fixtures SJ 0 Swimming Pool gmd - gmd • Generators KVA r No.of Emergency Lighting No.of Receptacles Outlets J 6 No.of Oil Burners Battery Units No.of Switch Outlets Z 0 No of Gas Burners FIRE ALARMS No.of Zone Total Noof Detection and No.of Ranges No of Air Cond Tons Initiating Devices Heat Total �/ Total / No.of Di osal No. Pumps Tons/ KW / No.of Sounding Devices No./of Self Contained I No.of Dishwashers Space/Area Heating KW Detection/Sounding Devices • Municipal • Other No.of Dryers QJ Heating Devices KW Local Connection No.of No.of Low Voltage No.of Water Heaters KW I Signs Bailases Wiring (I A^ iv No.Hydro Massage Tuds No.of Motors Total HP OTHER: INSURANCE COVERAGE. Pursuant to the requiremen6ts of Massachusetts General Laws I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent YES= N • have submitted valid proof of same to the Office YES= NO = If you have checked YES please indicate the type of coveO bychecking the appropriate box. INSURANCE = BOND = OTHER = (Please Specify) �.' (Expiration Date) Estimated Value of Eta tri,! Work$ Work to Start Off/ D Inspection Date Resquested Rough Final Signed under the Penalties of perjury: FIRM NAME rJ/ 1 jj LIC.NO. Licensee 4jtV Signature f! J' LIC.NO.—?3311E w Bus.Tel No. O J 7�j�T _ Address �D Y'L�hNDoL�fY', L�tih� //// Alt Tel.No. OWNER'S INSURANCE WAIVER: I am aware that the Lic nses does not have the insurance coverage or its substantial equivalent as required by Massachusetts General Laws.And thatmy gnature on is permit application waives this requirement. Owner Agent (Please Check one) Telephone No. t� �r u // PERMIT FEE $ / r '` (Signature of 0 n Age ) � CONTROL# on IMPORTANT • If this license is lost or destroyed, notify your Board at the: { Division of Professional Licensure, 239 Causeway St., 5th Floor,Boston,MA 02114. If your name or address shown is changed, notify your board of correct name or address to insure proper mailing of next Renewal Application. Always refer to your license number. This license is subject to the provisions of the General Laws as amended. It is a personal privilege,and must not be loaned or assigned to any other person. Keep this license on your person or posted as required by law. OF ELECTRICIANS AS A REG JOURNESMiANSETLoECTRICIANISSUES , STEPHEN G POULOS 80 FERNWOOD ST LYNN MA 01904-2359 23371 E 07/31/04 3761® Official Use Only THE COMMONWEA TH OFMASSACHUSETTS Permit No_ — - --- Department of Public 5afety BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 Occupancy&Fee Checked--___—_ APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code 527 CMR 12:00 (Please Print in ink or type all information) DateDy OZ Q Z -- ------------- To the Inspe for of Wires: Town of North Andover The undersigned applies for a permit to perform the electricalworkdescribed below. Location(Street&Number______ ' IV 4_0//-14 n_ Z2/",vL - - Owner or Tenant------------a- ��L'1-------- Owner's Address—__—_--_1J _O2__ls ►(Gy..___ /___ Is this permit in conjunction with a building permit Yes 61 No (Check Appropriate Box) Purpose of Building__—__Q r*0Ah 4 1J !/j B4 If e"/*+ /� _--_--__Utility Authorization No. Existing Service_—`_-------—__Amps------ ---Voits Overhead • Undgrnd No.of Meters / New Service 700 Amps ao19D V?oits /1 Overhead • Undgrnd No.of Meters--__ Number of Feeders and Ampacity r___J � l/ /�w_JO S --_------------ Location and Nature of Proposed Electrical Work___ _�9ptJ1`� Total ? No.of Lighting Outlets No.of Hot fuse No.of Transformers KVA Above In No.of Lighting Fixtures Swimming Pool grnd gmd••� Generators KVA No.of Emergency Lighting No.of Receptacles Outlets S_6 No.of Oil Burners Battery Units No.of Switch Outlets 70 No of Gas Burners FIRE ALARMS No.of Zone Total No.of Detection and No.of Ranges No of Air Cond Tons Initiating Devices '7 Heat Total Total No.of Di osal No. 2 Pumps Tons- KW No.of Sounding Devices Nod of Self Contained No.of Dishwashers Space/Area Heating KW Detection/Sounding Devices —�'---_ Municipal • Other No.of Dryers QJ Heating Devices KW Local Connection No.of No.of Low Voltage ( No.of Water Heaters KW Signs Bailases WiringC 14,-, " 5 No.Hydro Massage Tuds I No.of Motors Total HP 2 l✓t; ti,rrr!( OTHER: i INSURANCE COVERAGE. Pursuant to the requiremen6ts of Massachusetts General Laws I have a curcent Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent YES= have submitted valid proof of same to the Office YES= NO = If you have checked YES please indicate the type of coveNO =by checking the appropriate box. INSURANCE - BOND = OTHER = (Please Specify) ��.' oO� (Expiration Date) Estimated Value of Ele trical Work$ _ _ Work to Start �/ OZ Inspection Date Resquested_ Signed under the Penalties of perjury: FIRM NAME --- 'DAA LIC.NO.__—_—__—r LicenseeG—J7" /1�N G v h�j 5 ---Signature -- ���_ .�_`�---LIC.NO. Z 33�I C -- (J Q_ Ter h/NODI/JIX L yh I'll Bus.Tel No.— _Lv --�1L_L_?_ ---------- Address Alt Tel.No.__—___—_--__ OWNER'S INSURANCE WAIVER: I am aware that the Lic6nses does not have the insurance coverage or its substantial equivalent as required by Massachusetts General Laws.And that my gnature on is permit application waives this requirement. Owner Agent (Please Check one) #nAgge __________—___—_Telephone No. f ru _ PERMIT FEE $___ I /(Signature of r vv b T P�a-P o-►�,�. /5 E7 2ooA-f co l �''� L o c Date. . . . . . . . . G�N`o'DT'4 ,ti0 TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING r i r � s o� ,_ •"a ,SSACNUS� This certifies that . ./! .,�"�/.i< . �.'/. . . . 't. . . . . . . . . . . . . . . has permission to perform . . . . .Al.-t. . Y. .'.'. . ` . . . . . . . . . . . . plumbing in the buildings of . . . . . . . . . . . . . . . . . . . . . . . . . at. . �/.`� .E 4 !<< r . . . . . . . . . . . . .. North Andover, Mass. C Fee.,,�`.e,.'.Lic. NoJC1.} .r.,k. . . . . . . . I.,-. .�.�. .7. . . . . . . . . PLUMBING INSPECTOR Check # 5-1- & z _- 5136 s IAC MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER,MASSACHUSETTS Date Building Location L19 <0j 22114Nt DvL Owners Name lL(-(Lem G.7C(�(4 Permit# Amount Type of Occupancy New Renovation ri Replacement Plans Submitted_Yes No FIXTURES HCr Cn -1 a Cn Cn x as 0 F F SLREEM II�S�rr � ti 1 21`nHOM -— 3W OQt 4II HfM _ SII3>GIOOR 6M MOOR 7MHDM gm ROM (Print ortype) l� Check one: Certificate Installing Name l��� rrp Address M Partner. LM Business Te ep one �j 7 -;7 Y_ (�� Firm/Co. Name of Licensed Plumber: Insurance Coverage: Indicate the type of insurance coverage by checking the appropriate box: Liability insurance policy Other type of indemnity ❑ . Bond ❑ Insurance Waiver: I,the undersigned,have been made aware that the licensee of this application does not have any one of the above three insurance Signature Owner Agent I hereby certify that all of the details and information I have submitted(or entered)in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts tat Plumb' e and Chapter 142 of the General Laws. By: ignaru Mi L.icensea rlumoEr Type of Plum License Title City/Townis nse INTIMDer Master (i Journeyman ❑ APPROVED(OFFICE USE ONLY �J X754 No E Date... .. ....... NORTH °f,«`°;•'"o TOWN OF NORTH ANDOVER PERMIT FOR WIRING iii, j s o• ,�•'a cMusE� This certifies that ..........� ...� �� .....J C:.ti:�.G//. �........ .. ................................. has permission to perform ..... ..:. '.....k,UIJ ....................................... wiring in the building of........ .......... . .............................................. J North Andover.Mass. �. Liic.No.,,�.. ............. 2 r .>.-..1 �......... /$L�ECTRICAL INSPECTOR � ✓ v CANARY: Building Dept. PINK:Treasurer TIM COMMOAWE4LTHOFAIAS aWSB77S Office Use only, DEA9RTAffiV1 OFPiJBIlCSAFE7Y Permit No. BOARD OFFIREPREVEV77ONREGULAHOANS27Gfif?]2-00 Occupancy&Fees Checked APPLICATIONFOR PERAET TOPERFORMELECT7ZICAL WORK ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE,527 CMR 12:00 (PLEASE PRINT IN INK)DR TYPE ALL INFORMATION) Date Town of North Andover. To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. PARCEL Location(Street&Number) t Owner or Tenant Owner's Address 5 (/ 7 Is this permit in conjunction with a building pe t: Yes�o a (Check Appropriate Box) Purpose of Building �d Utility Authorization No. e Existing Service Amps / Volts Overhead F-1 Underground M No.of Meters New Service Amps / Volts Overhead ED Underground r '—I No.of Meters Number of Feeders and Ampacity 09 Location and Nature of Proposed Electrical Work h ° dO'v' No.of Lighting Outlets No.of Hot Tubs No.of Transformers Total r KVA No.of Lighting Fixtures Swimming Pool Above Below -Generators KVA ground stround 'Jo.of Receptacle Outlets No.of Oil Burners No.of Emergency Lighting Battery Units No.of Switch Outlets No.of Gas Bumcra No.of Ranges No.of Air Cond. Total FIRE ALARMS No.of Zones Tons No.of Disposals No.of Heat Total Total No.of Detection and Pumps Tons KW Initiating Devices No.of Dishwashers Space Area Heating KW No.of Sounding Devices No.of Self Contained Detection/Sounding Devices No.of Dryers Heating Devices KW Local � Municipal Other Connecuons No.of Water Heaters KW No.of No.of _ Signs Bailasis `,Hydro Massage Tubs No.of Motors Total HP OTi IT-R — �--� hmsm=Cou3age Piast�tgtt�thet�ltmanaYs r�ltsGalaalL3ws Iluwaamailxabthryh>stuarrelbtCy>r&xtorgCm;pi& Comagzorrts >lialeqnvala1 YES NO Ihawstllzr>&dvihdprocfofsffne1otheO1oa YES NO F-1 Y)uutmedrda�dYFS,*seiclEbc*ttrt ImcfwxrWbydmckrt8tlr- IN cE Q�BOI� rnI� Q ?jamSp *) - Z L� // /'/ G EstrniVedVahre lWadc$ WoktoStatt 2 —G hspcL1imD&-Repc*d RougII Final SignedtatirTrpdultit!sof ' C F ANAME Y2, Liter BtsatessTelNo. 7-7r7 Af-7 Alt.Tel Na OWNER'SINSURANCEWAMIR IamawðatdrLwasedoesmttmetlleirma-8=omaagzcritsst>ltalegzvalatasmgxtm dbyM%mdusc#sG=zalLaws andthatmymgnattrecnthispermitapphc abmvarusthisreqmanart (Please check one) Owner M Agent �L ".111tJ Telephone No. PERMIT FEE tgna ure ot Uwner or Agent N° 22592 � C—' 5 9 2 Date......7. ../.171!, �... pORTM °f�"`° '•'"° TOWN OF NORTH ANDOVER OL p PERMIT FOR WIRING SAcHusE� This certifies that ...... lti 1 r has permission to perform ...21..r 1 ,l.................. �.......5. %l'j Q.................... wiring in the building of......... �.E..I. .......�.............................................. ar.........L . ....... ............................ � � orth Andover, §. �........... F,ee..J.��:. `J.. Lic.No /..&< ? 7............ , ... . �..`..... I ECTRIC; INSPECT& Check # �' -2 WHITE:Applicant CANARY: Building Dept. PINK:Treasurer THECOMjVIONWE4LTHOFAi4s" i USE7IS Office o � DLPAA1EWOFPWKS4FL- 7A Permit No. BOARDOFfWPREVEMONREGULAHOAN527OW?12.i0 Occupancy&Fees Checked ' M � APPLICAT70NF0R PERMIT TOPERFORMELE=CAL WORK ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE,527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date Town of North Andover. To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. AP PARCEL Location(Street&Number) Owner or Tenant r/, Owner's Address /-)---/ 7 -S` It — Is this permit in conjunction with a building permit: Yes No ©'(Check Appropriate Box) Purpose of Building Utility A :::::ion No. Existing Service Amps / Volts Overhead F-1 Underground No.of Meters New Service / 7 d Amps/21// Volts Overhead = Underground �i No.of Meters / Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work G �� No.of Lighting Outlets No.of Hot Tubs No.of Transformers Total KVA No.of Lighting Fixtures Swimming Pool Above Below Generators KVA ground eround No..t�Receptacle Outlets No.of Oil Burners No.of Emergency Lighting Battery Units No.of Switch Outlets No.of Gas Burncrs No.of Ranges No.of Air Cond. Total FIRE ALARMS No.of Zones Tons No.of Disposals No.of Heat Total Total No.of Detection and Pumps Tons KW Initiating Devices No.of Dishwashers Space Area Heating KW No.of Sounding Devices No.of Self Contained Detection/Sounding Devices No.of Dryer; Heating Devices KW Local � Municipal r7Other Connections No.of Water Heaters KW No.of No.of Signs Bailasis No.Hydro Massage Tubs No.of Motors Total HP OTHER h>st==Co=aT-l1»r8tothert >IIarlaYsdMassadas�LsGa�aallaws - Ihaveaa�s¢LiabdityhanoePohyi<rhldargCan Caaagecritsalegnvala� YES [D----NO IhawsthTnWdv MproofofsarrletotheOfce YES C�qO r7 Yymlunedtad®dYES,*awrl�t re FofwwraWb�'drada Edr *np1NR)RA1,JCE ©� BOD _.'EJ � \__Sperm}) f .�.�G C/ _T____LtlIG E maMd VahreetEkclrical Wdk$ _ Wcd:toShart DAeFinal Stgrtedtald3t�ie of LicunseNo Licensee vv c, /z Sigrlattim �"" L Ormilb y. r BtrsirtmTe1 No.yyI---v,,F 7 e f - d AltTelNb OWNER'S INSURANCEWAIVfR IamawareMitheL msedoesrwth4 etheirmxar=omaaWQiis Male4rlvalagasra4aedbyMassadisdtsGerrt3alLaws anddiin-ysignatLnondwpmrutappbmba vmmsdmregmuT=t (Please check one) Owner a Agent Telephone No. PERMIT FEE$ v Signature ot Owner or Agent Date. r7. ..7".`. . Z...... .. z WORTH o� TOWN OF NORTH ANDOVER • PERMIT FOR GAS INSTALLATION �`Sy ,SS^C HusEt This certifies that . . . . . . . . . . . . . . . . . . . . . . . . �! has permission for gas installation :.`... . . . . . . . . . . . in the buildings of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r, at . . . . . . . . t. .. . .. . . . . . . .. . . . . . . . . . . . .. North Andover, Mass. Fee. . .. .. Lic. No.. .'.:'. .`. .'. . . . . . . . . . . . . . . . . . . . . . . . . . . . GAS INSPECTOR Check# 3 . '- 7 MASSACHUSETTS UNIFORM APPLICATON FOR PERMIT TO DO GAS FITTING (Type or print) Date a ] -0 NORTH ANDOVER,MASSACHUSETTS Building Locations �QL`o Lai44 0"U.—P Permit# 3 CIL 7 Amount$ Owner's Name �I j X� air-zc& New ET"' Renovation ❑ Replacement ❑ Plans Submitted ❑ L � � a C p a z O w b O o F PQ ° c x m a U w x w H O SUB-BA SEM ENT BASEMENT 1ST. FLOOR / 2ND. FLOOR 3RD. FLOOR 4TH. FLOOR 5TH. FLOOR 6TH. FLOOR 7TH. FLOOR 8TH. FLOOR (Print or type) �a d� / C�Ck one: Certificate Installing Company f^ i ❑ Corp. Address `y - (-7 1 ❑ Partner. Business Telephone 4 7�_ "� l f_ 7 3 ❑ Firm/Co. Name of Licensed Plumber or Gas Fitter I-&$�,-- INSURANCE COVERAGE Check one: I have a current liability Insurance policy or it's substantial equivalent. Yes ❑ No❑ If you have checked yes,please indicate the type coverage by checking the appropriate box. Liability insurance policy [2 1 Other type of indemnity ❑ Bond ❑ Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass.General Laws,and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner ❑ Agent ❑ I hereby certify that all of the details and information I have submitted(or entered)in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under P it Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State s Cod nd apter 142 of the General Laws. By: ignature of Licensed Plumber r Gas Title Plumber t City/Town N--Ms,ter G Fitter Lice e Number APPROVED(OFFICE USE ONLY) ❑ Journeyman T pwN pF NpRTN A CN�S�ts PERMIT Fp p�ER This R P��Me1NG certifies that has r permission to perforin. • • .•� at u y 'ng 'n the buildings K ��' �.•,. •� . � E' of Chec Lie. No, A) q�� , North And ov Mass. # ��o ). .� MG erry '� er, r_ � � INSPECT'on 2lL) f T I MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING d print or Type) Mass. Date 20 Permit# 9,6777 5-3 l d Building Location of q `'' Owner's Name N� y S Type of Occupancy New Renovation ❑ Replacement ❑ Plans Submitted: Yes❑ No ❑ FIXTURES x z H a N Z Y • yj F- N W. O z Z W W w Y J 4A V < 4f n C7 OC ¢ < F' N rC Z O V Y ¢ m m N y¢j >' < f H Z p < df Z ¢ a ¢ O0 Q w O O W < W s < W y ¢ J p ¢ 'p w s 3 3 O s 3r J d a !- •t se d w ti x W O X CL ' H F = O O N _2 _Z•' W ( o 5 .Z 3C Y J m as o p J 3 = F- m a o � p.. < 3 a m o SUB-8SMT. BASEMENT 1ST FLOOR I f 2N0 FLOOR 3RD FLOOR 4TH FLOOR STH FLOOR 6TH FLOOR' 7TH FLOOR 8THFLOOR 21AA / LvC- Installtng Com ny Name( I�O�GY < < .IQ Check one: certificate Address ❑ Corporation © Z ❑-Partnership Business Telephone � ' 1 ❑ Firm/Co. Name of Ucensed Plumber 0 e.. INSURANCE COVERAGE: I have a current liability Insurance policy or Its substantial equivalent which meets the requirements of MGI.Ch. 142. Yes ❑ No ❑ If you have checked ygg, please Indicate the type coverage by checking the appropriate box. A liability Insurance Icy Other type of Indemnity ❑. Bond O OWNER'S INSU E R: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of ss. a eral Laws, and that my signature on this permit application waives this requirement. Check one: Owner O Agent ❑ •gnature of Owns or (!!tgft I hereby,certify thl all of the details and information I have sub itted(o(entered)i ve application are true and accurate to the best of my knowledge and that all plumbing work and installations do under the perm slued for this app' tion will be in compliance with all pertinent provisions of the Massachusetts State Plu e n t 42 of General laws BY gna ure o ce um r Title Type of License: Master Heyman �Ff�� License Number e� �QN . - a�. ,��c ;, �� �� �� � 2 � � � /� Date. . .. . ... . . NORTN �0A TOWN OF NORTH ANDOVER - PERMIT FOR GAS INSTALLATION SACHU5EtSh This certifies that . . . . . . . ../�. . . • . . . . . . . . . • • • • has permission for gas installation . . . . . . . . . . . . . . . . . in the buildings of . . . .� s. . . . . . . . . . . . . . . . . . . . . . . . . . . . at . . . North Andover, Mass. Fee. . . . . Lic. NoJ2. `? ?j r!,�.-tet �?. . . . . . . . GAS INSPECTE Check# d�y 5 � 9 c '" K,'� a>rt t � px �? L�OCA'Tifoid'�O� t djai ' , tr J6 mow" )h/ Yr �..j_� y, (�S .. ✓ _ + �p"x �a i—• �q 3 u, xn .. ` ewt'N { ;;,� a:•y1> e �' _ . e- �:�, Submitted Yesp No - Pi g��° kkLr 1.A #. �t z f o- " - LIM e:, h 5� s C �r- �' - jy kn��r�YSJj"�>,r'b'.y � � s'rT ,-F>� Fie u$e 5,.: .r a`^, v 4 +�4� �r �K tY., ��t�. f l F:- �•�'� �'�c'�`� 7 Xvt 4t'. r j } �r� ���}�-t f 1 O: t,.t:�- J t .0 �^ ,' �f'�y e' sFlr•+, ...F y Vit•'; ..I� " f�' 7 11,Y -'': 1`f:•. � iv]"k` S t 4 � t F�. �} '� j 1 � '� TL' .� §' i �'Q'.'M. 3 �F}� l 4 1 h ' 's b 3 , ~ n .,ifJ '4 yy{z l TT_ Name of liceetseciPit �or Qas r 4' + �� A 1 ku A .fiN UI MME OVERA�E; � � _: o f w Yea t r1aVek current d�labity nsurance pdi�jr or°iter substall, eft ihrhich 'x eats theequia a it r ` se �f L v h aar'-. ! x t k ,#Y !.1• t F :M, du vee ed s,r I ase$indicate the MVMR90by checiting the appropnateG k � � 1:'�� .���-. 'isr ��a< .� :ef'.'t'�'fa="•�'x .:. r` 'ti p r n�'�-Y..a- OWNERl SUENAIVER 1 am a ra h Chapt�v �`+ of Mass t��neral Laws.�a�ed that�my sig,'�t re an,thf�� � �,�. .� �,��, Al A OwnerO A eKt n8 .8 O r er �Wn6fS e11t 4 t y <,: t 1'',r'�, { Y ts"a �`�} � r�"t r!`k•~ �:. � �;f � � v 1 1> i _..,r ! 7 1. C8 that£ Ilof e� ay ed�(4r o �` 3 na�o�refaPpl' tion>aretrue Y rt�ty xh details and intonnatwra I have bmitt a accU[ate to the best of my kngtviad�e and tfiatratiumb�n9'Wo �andins�aliaKame�finder i 'iswe� s pertinent prows+ons of MA3sach�setts Mate Go' and ter 142`of e appikation wi be in compliance with'`all M7 r c � •'r � " til � T�iz4�cen�70 n�, f `!�'� +.ra t' °�a r `�di5 + x y W �1 Plumber n a :or e r��r { % r+ fc Y'M {yy rjr 5 '1 �yet� .t; k'1 f Y'. t V� � qum 1 { r< "t>}xYi���r4 <,�iunieyr�t t E' �a. �s F \. •'� 3"« 15`� d `/ Location C J Cf ����S r���J L) No. !!Z r 3 Date w0*Th TOWN OF NORTH ANDOVER Of .•o ,•,y0 � D Certificate of Occupancy $ Eta' Building/Frame Permit Fee $ � swcHus Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 11( Building Inspector � J Location No. Date ' h MORTh TOWN OF NORTH ANDOVER 0�1N..o , ,4•G � s + ; r Certificate of Occupancy $ �'SaACJMus tt� Building/Frame Permit Fee $ `=F/ Y Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check #� � / Building innsf for � �QP MW ( qa 6S- r co" rl '1 d b 1��f c�� 35- 4 ,09 54 ,09 10 L7 � ccc 3 e C- I co -z - D F-C-Y-- -6- 385- q - - 385- I - --- G 3 (c S4CIN ► o � s��� � F,� 14 a � � ti q � o I o `t comm t o 3 Q O (o �lccQ(� oZoZ !uS ( `i ooZO 1 o ;;:L 'Z S rl 35- to 'i "1 5- � O . 3 021. � d 1 5- G to m X03 [ v 09 L, 5 0 � $s— 1 C7 3 $ S o a C> kA 3 C a g 5- 0 o (o " t Lill 9 `{ 9 o a orl bio r w, ► 3 5 W 9 g S o $ ta (, n (oI 3 c) cP 6- (3 ,=k (3a`t-�, 4� 3 5 y U `►5 c7. Nat I /CIaSQ+S ( , I) to a ( 1 car-Cic Lt 9D C- 5— 02 ( a 5-4 o r mss` e 3 `F 3 L. S- 02 d 1� °1 5 F 3 (. 3 3 5- : a o 8'�4-w, t ti9 4 a 5- 4> 6' (- 13atnw, I Sd a cpcs -j �--6 O 4a-(IAI l a a �3 0 vn51-6c�r^A- 3o A-5o 3 L 13 as6s- 5-9 .904 6:> 5- 000 3 orl iobv\v A t S 3 to 5 `) 9 q 5- ,3 o 3o3S2 ©� -3 TOWN'OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAI RENOVAT OR DEMOLISH A ONE OR TWO FAMILY DWELLING ... i M ...,.._.� .q,� �Y�- ,.. r�F�-*`�, f-�'+ �:� a. ,�. _sem �.z a BUILDING PERMIT NUMBER. / DATE ISSUED: 0 0 X SIGNATURE: C ca"4.,V-� Building Commissionerflnsr6ctor of Buildings Date Z SECTION 1-SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map and Parcel Number: O f/rA Wh _/v✓ r ' �4 0/D�T Map Number Parcel Number /Y 1.3 `'1Zoning Information: 6 1.4 Property Dimensions: Zoning District Propos6d Use Lot Areas Frontage ft 1 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard �1 Re 'red Provide Required Provided Required Provided To' iso' 10 / ZD 3,p v 1.5. Flood Zone Information: 1.8 Sewerage t l.7 Water S�ptyM.G.L.C.40.154) � Disposal System: Public )k- Private ❑ Zone Outside Flood Zone )C� Municipal ❑ On Site Disposal System J 1 SECTION 2-PROPERTY OWNERSIDP/AUTHORIZED AGENT 2.1 Owner of Record // //— r / �/ // �J,/ 4)M()-it ���sN (Jy J9/`� �/ . .,Fr�'Tz! �h0tfldu, A Name(Print) Address for Service Sigmt tuie I P-Z7-&77ZjTelephone O 2.2 Owner of Record: 0 r. Name T'rint ' �— Address for Service: 0 M Signature' Telephone SECTION 3-CONSTRUCTION SERVICES I Q* 3.1 Licensed Construction ' Supervisor: Not Ap�p%cable ❑ Cj�AIM1,3 Awl, wh LicensedConstruction Supervisor:v J J t3 S O 3b License Number mn An vu Address A!u (meq�Z D Expiratiot DatV ic tgnature T lephone 3.2 Registered Home imprmente,it Genhael ,f Not Applicable ❑ 12 "o . &h Kl�os4-h� 4-1* Company Name * p 0 O 72,/ rn Registration Number r Add sCOLA M 040c)o040c) r / (`L �` �`� v �� Expiration Date � Si natu Tel one Q 1 ' SECTION 4-WORKERS COMPENSATION(M.G.L. C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result , in the denial of the issuance of the building permit. -Signed affidavit Attached Yes...... No.......❑ SECTION 5 Descri tion of Proposed Work check all applicable) New Construction Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition El Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Descriptio//n of Pro/posed Work: l SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to belFFICiAI:US1E ONLY Completed b rmita licant a. 1. Building 26000&1,- (a) Building Permit Fee . Multiplier 2 Electrical v�0 (b) Estimated Total Cost of !. Construction 3 Plumbin Z(, O 0 D Building Permit fee(a)x (b) 4 Mechanical HVAC Q0� 5 Fire Protection - 6 Total 1+2+3+4+5 39r, f'0 O i" Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR/CONTRACTOR APPLIES FOR BUILDING PERMIT , I> W�/1 +`� `✓ 1.1�''1 as Owner/Authorized Agent of subject property Hereby authorize ,�4r+..Lcl �1�1/1 4-h to act on My behalf,in all matters rel v to ork autho ed by this building permit application. n� Si nariueofOwner Date !! SECTION7b OWNE THORIZ D AGENT DECLARATION 1, 4),%4 4/8 l ,as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief / O'r/n.c Print Name Signature of Own / e Dat— e NO.OF STORIES SIZE NE VZ BASEMENT OR SLAB Jl .m SIZE OF FLOOR TINIBERS h A Isr4/q 2ND h 37 COa e e a S SPAN /9 " DIMENSIONS OF SILLS 12 0 DIMENSIONS OF POSTS n w DIMENSIONS OF GIRDERS .s Ce J <3 Ca i aeeee HEIGHT OF FOUNDATION Pqe j< /,g I fttk THICKNESS /2 SIZE OF FOOTING ZD X /0 �� ,Slrwt S /Y+ I► MATERIAL OF CHIMNEY ,/" ��. Vi S IS BUILDING ON SOLID OR FILLED LAND ; c IS BUILDING CONNECTED TO NATURAL GAS LINE C J r � s �ts+wcwri�`- CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 433 (V18/2000) Date: April 18, 2006 THIS CERTIFIES THAT THE BUILDING LOCATED ON 49 Equestrian Drive MAY BE OCCUPIED AS Single Family Dwelling_IN ACCORDANCE WITH THE PROVISIONS,OF THE MASSACHUSETTS STATE BUDDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. 1��rogq ate Issued to: Wilfred Welsch 49 Equestrian Drive North'Andover MA 01845 Building Inspector s NORTH Town of t 4 over No. 3 ,� == dover, Mass., • LA COC MICMEWICK ADRATED `s BOARD OF HEALTH Food/Kitch Septic System y ` B1ADfNG INSPECT R �1 THIS CERTIFIES THAT... ./..T... /.. ...... ...: ;:I...S..�r. .............................................................. Foundation hass ermission to erect........................................ buildings on P g, ..�.. ..... .. ....�.&S.��.�,....D....�. Rough to be occupied as..... le.... ... Q/i..�............................................................... 'Lnney provided that the person acce this permit shall in every, aspect conform to the terms of the application on file in \ /— Fina this office, and to the provisio s the Codes and By-Laws relating to the Inspection, Alteration and Construction of 1 v Buildings in the Town of North Andover. PLUMBINGACTOR VIOLATION of the Zoning or Building Regulations Voids.this Permit. Rough V ;= 3 3 ' a PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR Rough .. ...... .................... ... ........................... .......... . . Service BUIL G INSPECTOR tied Occupancy Permit Required to Occupy Building GAS SPECTOR Display in a Conspicuous -Place on the Premises — Do N Remove Rough d P Y P of e ova _6>VA No-Lathing or Dry Wall To Be Done FIR DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner w� - Street No. SEE REVERSE SIDE Smoke Det. ( / o� �►o or 61tio TOWN OF NORTH ANDOVER 3a ,•;,, :6 0� OFFICE OF BUILDING DEPARTMENT Z + 400 Osgood Street North Andover, Massachusetts 01845 �SSACHuSEK Telephone(978)688-9545 Gerald A.Brown Fax (978)688-9542 Inspector of Buildings AFFIDAVIT FOR FINAL COST OF CONSTRUCTION In accordance with the provisions o the Massachusetts State Building Code, Article 1, Section 110.4 and 114.2, the total estimated cost of the construction including all related construction costs* of the building located at !I L /. a nr amounts to I, w/��`�►�K WL/S� .being the-per son referred to as the owner identified below, do solemnly swear that the statements made herein are. strictly true and correct and madein good faith. *Related construction costs included all work done with or concurrently with the work contemplated by the Building Permit including demolition, plumbing, heating, electrical, air conditianing, painting, carpentry, landscaping, site improvement, etc. Furnishings and portable equipment o part of the total construction costs. -Signature of er COMMONWEALTH OF MASSACHUSETTS S.S. Subscribed and sworn to before me this �f-� -2 OX.L Then personally appeared the able named Notary Public I and Made an oath that the above statement is true. _� -:: • Before, Me, ELFfDi'VE: .i_{�iiil�td'tNNNotary Public ealth of Massachusetts ommission Expires ; March 11-110, Notary Public OFFICIAL USE: Final Cost: Original Estimate cost of gen&o work: Cost Difference: -.- Additional Fee Required: --�---�----a-�- - �-TO AMEND FEE UNDER PERMIT N0.: -rnm--m — ---- Inspectional services Department 2005 FAinatcostaffidavitform Strict code enforcement makes the town safer Before buying, renting, leasing check zoning FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *** "***�****************APPLICANT FILLS OUT THIS 1 APPLICANT `J'-//1;CW ��(JL� PHONE VIP 6/p kgs/ LOCATION: Assessors Map Number 7S'f PARCEL 1©S_ SUBDIVISION LOT (S) %Cts-rA/0/ � )el STREET 7 -57 °Gitff�a�, �i� ST. NUMBER USE ONLY*****'****** RECOMMENDATIONS OF TOWN AGENTS: r&S CONSERVATION ADMINISTRATOR DATE APPROVED DATE REJECTED 0_1` {� . Esc COMMENTS Pc .&Sd ,2r,e (co at/✓CMU_, :17,-t ✓� A�,� TOWWPtL�NNER DATE APPROVED Z U DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED TI N EA_ DATE DATE APPROVED DATE REJECTED COMMENTS i'd� / �--�,��.` ,��►"--� PUBLIC WORKS -SEWERIWATER CONNECTIONS X DRIVE'NAY PERMIT l 7-60 -(fb 11 FIRE,DEPARTNI NT%�, J, J h^AJ LJb{6i t9wowt Qev) E'/ wcTr �( ' � i`�0� 0 O ✓ /)/•Z 4-�/CS Jem r 0,AC f!6 J"C �J C9 / RECEIVED BY BUILDING ii`ISPETOR . DATE Revised 9\97Im �l foo �S l�� Location2 7 9 No. �q3 Date NORTH TOWN OF NORTH ANDOVER 01 ,.•o r•1ti0 } 9 Certificate of Occupancy $ ��' •'tom Building/Frame,'Permit Fee $ - ss�cHust Foundation Permit Fee $ — Other Permit Fee $ ---- TOTAL $ / c Check /Y 0 14360 Building I for a � RTM Town . of - E over No. X13 7 0 z- LAC� dover, Mass., lb.44 COCHIC - �,p ORATED S H E BOARD OF HEALTH PERMIT T Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT �I� 40413.c...4... ...................... Foundation ................ .... �'�j/. Vii.. . has permission to erect.............. ....................... buildings on.... /a V .. ..... ...... Rough to be occupied as........Svnit&...... =A.w�. . ...... i......................................................... Chimney provided that the person accthis permit shall in everespect conform to the terms of theapplication on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration aConstruction of Final Buildings in the Town of North Andover. M I m T_ D P , 4 S 41 y (p PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. 3 Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR C 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 Inspector. Burner Street No. SEE REVERSE_ SIDE Smoke Det. IRTIy F I Town . 0Ando '.,�._: w y 3 _ v Z( 0 D Z LAKE - o` dover, Mass., / �A COCMICME WICK 1' ORATED tl.i SSAC HUS�� "Ii'. Rig FOR { Ise !'! • . 1 EXCAVATION y AND i II THIS CERTIFIES THAT ........................................................................................ .......... has permission.to excavate and pour foundation at ., ........... ..... ... Ile- for the purpose of........... A. . .��. �I� � �! h P P .� ..... .: The person accepting this permit must return to the office the Buildin Ins ector a certld 'lot lan s '. 9 P P p how of building thereon before Foundation will be inspected. SIS !fl VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXP RES IN 6 MONTHS The holder of this f=oundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. BUILDING INSPECTOR ORTH Town o 6 ndover i. LAKE O. dover, Mass., gi g d COCMICMEWICK �.ys f?ATED FPaG,`,�5 SgCHUS FOR EXCAVATION ' AND FOUNDATION THIS CERTIFIES THAT 140%......w/.. loci..................1W*46 .`j..................... .......................................... has permission to excavate and pour foundation at .......:.T. ..:/....... . ..hitt. � n/��V � ff ..............DWI...... for the purpose of...........15j..l .,I! ...................... L. ......... . ...�.��N ...! .. .............................. The person accepting this permit must return to the office the Building Inspector a certi dlot Ian show of building thereon before Foundation will be inspected. M / 0 6 b P 'Vz ,q` �D, r VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXP /SIN 6 MONTHS The holder of this f=oundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. BUILDING INSPECTOR N0 995 APPLICATION- FOR WATER SERVICE CONNECTION) North Andover, Mass. Application by the undersigned is hereby made to connect with-the town water main in " ye41 1G ` Street, subject to the rules and regulations of the Division of Public Works. The premises are known as No. ��1+ Street or subdivision lot nog. Owner Address Contractor Address pplicant's Sig at re C/ VVL " Cd250 .OU PERMIT TO CONNECT WITH WATER MAIN 13 The Board of Public Works hereby grants permission to to make a connection with the water main at r t 4 u r 1 U Street subject to the rules and regulations of the Division of Public W—orlk. Board o Public Works By G < Inspected by Date See back for rules and regulations Growth Management Bylaw Exemption Statement Town of North Andover Building Department This form shall be used to assist the Building Department in their determination of exemptions under section 8.7.6 of the Town of North Andover Growth Management Bylaw. The building applicant shall provide all of the necessary information as requested below. Name of Applicant an Building Permit(below) Address of Property for Permit (below) 01 14ii,w -C_ ,9 4 ej1t, &,✓G Map and Parcel : Purpose of Application (check below) P�1Q e8�uRlbepof9p �ant: • kSingle Family Two Family I cthe undersigned 9applicant for the above property attest that the attached building permit for which this form is completed does comply with the EXEMPTION section 8.7.6 of the North Andover Growth Management Bylaw. I also understand providing this form does not absolve me or any party to this permit from the requirements of obtaining other permits required prior to the issuance of the Building Permit. Further I understand that my interpretation of the EXEMPTION status is subject to review by the Building Department and is only officially accepted when the Building Permit ig issued. Based an section 8.7.6 of the North Andover Growth Bylaw the above lot and the work as applied for on the above lot, in the building permit application and associated attachments, complies with one or more of the following sections as indicated by a check mark. This is an application for a building permit for the enlargement. restoration,or reconstruction of a dwelling in existence as of the effective date of this by-law, provided that no additional residential unit is created. k-The lot(s)were/was created prior to May 6, 1996 are exempt from the provisions of this Section 8.7 of the Zoning Bylaw. This application is for dwelling units for low and/or moderate income families or individuals,where all of the conditions of 8.7.6.r-are met and/or represents Dwelling units for senior residents,where occupancy of the units is restricted to senior persons through a properly executed and recorded deed restriction running with the land. For pufpcses of this Section"senior'shall mean persons over the age of 55. This application is a part of a development project which voluntarily agreed to a minimum 400,16 permanent reduction in density,(buildable lots),below the density,(buildable lots),permitted under zoning and feasible given the environmental conditions of the tract,with the surplus land equal to at least ten buildable acres and permanently designated as open space and/or farmland.The land to be preserved shall be protected from development by an Agricultural Preservation Restriction,Conservation Restriction,dedication to the Town, or other similar mechanism approved by the Planning Board that will ensure its protection. This application represents a tract of land existing and not held by a Developer in common ownership with an adjacent parcel an the effective date of this Section 8.7 shall receive a one-time exemption from the Planned Growth Rate and Development Scheduling provisions for the purpose of constructing one single family dwelling unit on the parcel. This application represents a lot which is ready for building permits,(i.e. all other permits from all other boards and commissions have been received and the project is in compliance with those permits),and the Development Schedule does not accommodate issuing a building permit in that Year,one building permit will be issued per Year per Development until such time as the Development Schedule accommodates issuing building permits. Applicant must supply approved form U with this EXEMPTION. Please provide any and all information that would assist the Building Department in making a determination' that your application is allowed one or more of the above EXEMPTIONS. By signing below I attest to the accuracy of the information provided and that the attached building permit is allowed an EXEMPTION as cited above. Further I understand that the submittal of misleading and or inaccurate information, or the checking off WZn ab a item which does not comply,whether done to my knowledge or not, is grounds for refusal b ng Department to issue a Building Permit. i/ge-91 OWSe,47tllwl/ of ignature of Owner or Authorized Age(din o g t A ached Budding Permit Date This form must be attached to the B e i pa application for such permit s - w The Commonwealth of Massachusetts Department of Industrial-Accidents Office of Investigations \— Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Name , J � ) Please Print Name WIIle Ic `VG(SG"1 Location: h e s-b-y*,q s, Citi/ 14kj AGO&1u /� Phone I am a homeowner pertcrming 41 work myse!f. I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. Comoanv name: Address City: Phone 7t Insurance Co Polic"/ Comoanv name: Address City Phone# Insurance Co Policy rt Failure to secure coverace as rea ea under Section 25A or MGL 152 can lead to the imposition of criminal oenaities of a fine up to 51,500.00 and/or one years' imprsen 3.5 s we!I n civ oenalties in the form of a STCP WORK ORDER and a fine of(3100-00) a day against me. I understand that a copy of this tat ent m be for.varded to the Office of Investigations of the DIA`cr coverage verification. I do hereby certry under t pa and alfi or periury that the information provided above is True and correct. Wa �a Signature �) /� (� / Cate /J, p / Print name w/'�i�7�� V`(SG4 Phone m %70 bl8 g9`r� Official use only do not write in this area to be comoleted by ciiy or town ofnciai cty or Town Permit/Licensina Building Dept ❑Check d immediate response is required [I Licensing Board C Selectman's Office Contac;person: Phone#: ❑ Health Department 71 Other 1 TOWN OF NORTH ANDOVER, MASSACHUSETTS DIVISION OF PUBLIC WORKS 384 OSGOOD STREET, 01845 J.WILLIAM HMURCIAK, P.E. Telephone(978)685-0950 DIRECTOR Fax(978)688-9573 f NORTFj q 3�OetteD ,ee't'o O F m 9 oD9iE D1•PP �fj SAC us DRIVEWAY PERMIT DATE LOCATION BUILDER phone e / OWNER r�'� hone THE NORTH ANDOVER SUPERINTENDENT OF OPERATIONS MUST BE NOTIFIED OF THE GRADE AND SETBACK FROM STREET . CALL THE SUPERINTENDENT'S OFFICE BEFORE FINISH GRADING AND SURFACING FOR APPROVAL OF SUCH ENTRY. FAILURE TO COMPLY AND OBTAIN APPROVAL VOIDS THIS PERMIT. OB-05-2004 09:44 WILFRIED WELSCH OFFICE 781 638 7781 PAGE:1 Seal bottom and sides of "Z" ' closure to metal roofing with 249 9 o. alv. metol eave cop butyl sealant t 26 ga. metal T � S O closure,fasten to terminotor system -_ - at 6'spacing 8Max � A ------�c/r t 4 t rk Existing Loadmoster terminator system piece 8" Max, 22 ga.continuous hook strip, noiled to plywood at 00 _ 6"spacing Preservative treated 5/4x2 blocking /—al 2'—o'spacing, fasten to exist. 'Terminator"closure metal with 3 screws per blocking Preservative tmoted plywood,fasten to 5/4 blocking with 3 nails or screws per blocking(Typ.) %�� fie.,( � �� ._..-_•y_:r._- 06 Alx. LARGE SCALE ROOF RIDGE DETAIL REVISED 6/22/04 The Welsch Residence Drawft "O" Simon Gumpertz&Heger Inc. 49 Equestrian Drive ft9on eallift E"11"s Project: North Andover SK.3 �^ti�,.M F 30,.,,.,2or.wrw T,,,� Roof Ridge Detoil w.�,wM.oc IVis MCC"UMo.Sol"220 of al.wn: CMOk arty: BcrrN. — n w�k4n,Mo.o�w 40189.00 JZ DA 6/4/04 3 = 1 0 .QC- LEONARD J. MORSE-FORTIER PH.D., P.E. 20 BERNARD STREET LEXINGTON, MA 02420 12 April 2006 Mr. Wilfried Welsch Salem Street North Andover, Massachusetts 01845 Re: 49 Equestrian Drive, North Andover Dear Mr. Welsch: As you requested, I have served as the structural engineer of record for your house at 49 Equestrian Drive in North Andover. At the time that the design drawings were submitted to Michael McGuire for permitting, I submitted a copy of my design calculations as well. Like many projects, the design for your house has evolved during its construction phase. I visited the house several times during its construction, and I responded to questions from you, from the architect, and from the contractor. Of the changes made during construction, steel beams were added to the workshop room and various interior elements were refined. In this last regard, the design for the bedroom lofts— framing and floor platforms—were finalized, and the steel frames for the stairs were worked out in close collaboration with their designer/fabricator. The beams in the workshop support an overhead crane, and are sized to stiffen the second floor as well. I provided Mr. McGuire with a copy of my calculations for these beams. The structure of the house has been essentially complete for several months. The structure was designed to meet the requirements of the Massachusetts State Building Code. With the changes noted above, and to the best of my knowledge and belief, the house was constructed in general conformance with our—the architect's and my—original design. Respectfully, Leonard J. Morse-Fortier Ph.D.,P.E. (MA Lic. 37193) cc: Ray Kinoshita, Architect ti Memorandum Simpson Gumpertz & Heger Inc. Consulting Engineers Boston Los Angeles Date: 22 March 2006 New York Stn F"ancisco To: File Washington,cc From: Dean A. Rutila Project: 040189 — Welsch Residence, 49 Equestrian Drive, North Andover, MA Subject: Chimney Flashing The coordination between the owner and the roofing contractor for the roof penetration was incomplete during the roofing work because the chimney work apparently fell behind the roofing work. The owner needed the roofing contractor to complete as much roofing as practical, so a piece of metal (penetration cover) was inserted into the roofing system for future flashing. Unfortunately, the location of the chimneys and the metal installed for future flashing do not allow the roofing to be complete with standard Englert details. The roofing repair contractor installed a metal roofing panel (penetration cover) over the double chimney penetration through the roofing system over the living room (Owner Photos 1 and 2). We expected the contractor to use a standard Englert detail (e.g., Fig. 1 — Current Englert Flashing Detail), possibly with a custom base flashing given the small separation between the chimneys (estimated to be 4 to 6 in. from Owner Photo 2). 1. DISCUSSION OF OPTIONS The owner does not want to take off the roofing panels to install the flashing or to move the chimney flues to increase the distance between flues and thereby simplify the flashing. Having made these two decisions: • The flashing for the metal roofing cannot practically be raised on a curb (raise fasteners and sealant laps above the roof surface to limit the risk of leakage — see Owner Photo 1 for fasteners is a lap on the roof surface). • Watertight membrane underlayment is critical to preventing leakage at the chimneys (pinholes in joints and fastened laps on the roof surface are likely to leak to the underlayment). • The chimney base flashing will restrict water drainage and force water to fastened laps on the roof surface. Given the above-listed conditions from the owner, there are several options of chimney base flashings: • Custom-welded one-piece stainless steel base flashing. The roofing contractor would make a template for a specialty shop to fabricate base flashing using stainless steel (matching the chimney metal — we do not have this information) with watertight 41 Seyon Street, Building 1. Suite 500. Vhltham, MA 02453 x 'felephone:781-907-9000 a Facs€mhl 78';.907.9r 0,1 � raw+r+v.sgtr.oam I Memo to File— Project 040189 - 2 - 22 March 2006 I i i welded seams, ground smooth (similar to commercial kitchen work); match the thickness of the roofing metal. Refer to Sketch SK-50 for the conceptual geometry of this flashing. The flashing would be installed similar to the standard Englert detail (Fig. 1). • Custom-fabricated two-piece metal flashing. The roofing contractor would fabricate or have fabricated separate flashing for each chimney using sheet metal to match the roofing (requires isolation from chimney). The flashing would be installed similar to the standard Englert detail (Fig. 1) with a seam between the two chimneys (SK-50). The contractor made an effort along this line without success, having made pieces with sealant in seams with rivets, not standard locked and soldered or welded seams (Owner Photo 3). Joints can be soldered (very difficult because of aluminum in the coating) and welded; touch-up painting will be required using specialty paint from USSteel. • Commercially available Dektite flashing. The contractor would provide a Dektite high temperature flashing (Silicone) for each chimney. The flashing would be installed similar to the standard Englert detail (Fig. 1) with a seam between the two chimneys (SK-50). 2. RECOMMENDATIONS Given the conditions described above (a mostly complete roof, a desire not to remove the roofing panels, and two closely spaced chimneys), we recommend obtaining a custom- fabricated stainless steel base flashing installed following SK-50 and SK-51 and the following notes. The other base-flashing options have greater risk of future leakage. With the membrane flashing watertight, initial leakage will be under the metal roofing. Over time, this leakage may overwhelm the felt underlayment. 2.1 Notes on Existing Conditions Metal Deck: The existing steel deck has open flutes shown in Owner Photo 2. These flutes must be sealed. Refer to SK-51 for "Deck Fill." Use closed-cell polyurethane/polyisocyanu rate foam. Existing Vapor Barrier: The existing W.R. Grace Perm-A-Barrier vapor barrier is cut at the chimney penetrations. It will be impractical to lap onto the cut edge, so the vapor barrier material must lap beyond the cut edge from the metal deck to the OSB top decking. Existing Lap in Roofing: The lap installed at the top edge of the metal penetration cover appears to be similar to a standard Englert lap similar to that shown in Fig. 2. We expect the new chimney base flashing to be inserted into this lap to limit water flow against the upslope edge of the chimney flashing (see SK-51). Existing Penetration Cover: The existing penetration cover must be cut to create two holes slightly larger than the chimneys (about 1 in. diameter larger). The penetration cover must be lifted around the opening to install the membrane flashing and mastic seal. Existing Roof Underlayment: The existing roof underlayment must be cut slightly larger than the chimney (no more than 1 in. larger diameter). If this underlayment is damaged or if the Memo to File— Project 040189 - 3 - 22 March 2006 contractor cannot seal to the underlayment, the roof panels in this area will have to be removed and the roof reconstructed more or less as originally installed, but with a modified chimney flashing (i.e., not this plan but a raised flashing curb). The membrane must lap 2 in. onto the existing underlayment. 2.2 Installation Notes Note 1 —Vapor Barrier: Use W.R. Grace Liquid membrane, 40 to 60 mils thick. Lap the liquid membrane onto the steel deck, across the "Deck Fill," across the cut edge of the vapor barrier, and up the full thickness of the roofing insulation to the OSB decking. Note 2 — Flashing Sleeve: Fabricate a 24 ga stainless steel (type to match chimney metal) flashing sleeve to extend from the underside of the steel deck to 6 in. minimum above the OSB decking. Fasten the sleeve to the steel deck. Note 3 — Insulated Chimney: Confirm that the chimney meets the requirements of the Building Code, North Andover Code Officials, and Manufacturer given the materials in the roofing system and the clearances. Confirm that the chimney is tested and certified, UL Class A, air cooled, triple wall. Confirm that the exterior surface temperature will not exceed 200°F. Note 4: Air Seal: Provide a GE High Temperature Silicone (GE RTV122 or equal) air seal between the flashing sleeve and the vapor barrier, and between the flashing sleeve and the chimney, top and bottom. Note 5 — Membrane Flashing: Seal W.R. Grace Ultra membrane underlayment to the existing roof underlayment and to the stainless steel flashing sleeve. Lap 2 in. onto the existing underlayment. Note 6 — Seal Membrane Edges with Mastic: Use W.R. Grace Mastic to seal membrane- flashing edges under the metal roofing and on the side of the flashing sleeve. Note 7 — Chimney Base Flashing: See options discussed above. Fit the flashing under the existing lap in the roofing upslope of the chimneys. Install the flashing following Englert detail (Fig. 1) and instructions, including fastening 1 in. on center. Minimum base-flashing height 8 in. above roofing. Note 8— Hose Clamp and Seal: Install a stainless steel hose clamp with GE High Temperature Silicone (GE RTV122 or equal) under the base-flashing flange and on the top edge. Note 9 — Storm Cap: Fabricate and install a stainless steel storm cap, thickness to match roofing metal. Minimum 6 in. lap over base flashing. Refer to Note 8. Note 10 — Fasteners and Sealant: Use fasteners and sealant required by Englert. OADATEFILE\2006\RutiIa\DAR46-M.ptl.doc r QTY 1 xF 4x, Photo 1 Owner Photo 1 showing g` metal panel installed at double chimney location. � � d j Photo 2 Owner Photo 2 showing chimney holes through roofing system from the underside. 0 ONO- s 0 � . 3l F Wk Photo 3 v Owner Photo 3 showing inadequately fabricated base flashing with joint seals attempted with sealant. K k§t x ° .F a SGH Project 040189/March 2006 Simpson Gumpertz& Heger Inc. SHEET NO.-5K-j-a Consulting Engineers PROJECT NO......... CLIENT DATE SUBJECT t ZA ................. CH E Ir If KE 1CH - SD S'e e 0- C, F9 Itt� ....................... .... ....................................... --------- ^�., �i J IlJ.,1' .¢O.�/rd1•��j"fX� �,t�-� 'J"'� It� �s',��� r `~' .]�9s��i'trr!/'l 'y'Yj[� � j ds) �s#.•• s�,�"' � i / �_"�, ; y 3 � •,j it �� / ( 1 � 21 taf�sv o � W / ¢ > x r i l I Y } ` ti � 1 d � I as > p, - 'p% fPZt frac N j CD i j. as}tr in '+. '4' � �41 C 4�f '.'T o�'.7 f �'?7'4�`�"J t�c7✓I N i F U W W m 51S ,011 m an> .., #10-12X1" PANCAKE HEAD ROOF PANEL, SCREWS ® 24" O.C. FIELD CUT & BEND 2500 SERIES ROOF PANEL 6 FLASH "B" MIN/MUM FLASH "A" ........... ENGLERT HT UNDERLAYMENT CONT. X 1" BUTYL ASTM D226 30# FELT TAPE (BY ENGLERT) (BY ENGLERT) SOLID DECK VARIES BY PANEL LENGTH 1-1/2" MIN. OPEN HEM FLASH"A' —�e� t T--- 18, ��N• FLASH"B" VALLEY ENGLERT'" 25P-020 A "AV-dc 22 AOIa r 0 N O N 1 � s � V u01 O -N, F «� �• v m Y - W VENT PIPE SEALANT BY ENGLERT STAINLESS STEEL HOSE METAL CAP (METAL AND FINSH CLAMP TO MATCH ROOF PANEL) ROOF JACK (DEKTITE OR EQUAL) _i. SCREWS CSD 1' O.C. SEALANT BY i..;......... ENGLERT i SOLID DECK SOLID DECK 2500 SERIES ROOF PANEL ASTM D226 30# FELT (BY ENGLERT) ENGLERT HT — UNDERLAY ENT ,M ROOF PEKE RATIO " ENGLERT 25P-081 !{ A fI -�-1'�[-,-+,.:';^.;'' �. i ."�.`" .. � R.��. ..,-c-y—iia-•• vo--_-'r-2r �--c .M' '�`k �?.'.:::.;;.. "�..-""`.t-3tL ';"";r. >R^c�. 'S. .. :� ��:.y.: �>�v:ti.•4^.=2r=: � q"� "�'1`s�._-'2, xsi. � �4 ,+ .Y "K �j a` S „-�.� 'w'a`x r +,:r,+.�. .��ix. r'��+ 4 I I MAScheck COMPLIANCE REPORT I I Massachusetts Energy Code I Permit # MAScheck Software Version 2 .01 Release 3 I I Checked by/Date TITLE: The Welsch Residence CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 11-14-2000 DATE OF PLANS: 11/13/200 COMPANY INFORMATION: RK Studio Architecture 70 Pine Grove Amherst, MA 01002 COMPLIANCE: Passes Maximum UA = 2729 Your Home = 1696 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS: Stress-Skin Panels 4525 50.0 91 WALLS: Concrete, Integral Insulation 5592 0.0 15.0 319 BSMT: Conc. 9.0' ht/0.0' bg/8.0' insul 2796 0.0 15.0 333 GLAZING: Windows or Doors 1231 0.357 439 GLAZING: Windows or Doors 190 0.526 100 DOORS 207 0.520 108 FLOORS: Over Unconditioned Space 994 19.0 19.2 25 SLAB FLOORS: Heated, 2.0" insul. 278 11.0 281 HVAC EQUIPMENT: Electric Heat Pump, 11.0 HSPF, 18.0 SEER ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater 71nd 25% o e sign load as specified in Sections 780CMR 13104.4. Builder/Designer Date �1 6 N U Fj`Cr � ✓; No 892 AMHERS 1 MASS J 5� TITLE: The Welsch Residence MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 Release 3 DATE: 11-14-2000 Bldg. 1 Dept. Use CEILINGS: [ ] 1. Stress-Skin Panels, R-50 Comments/Location WALLS: [ ] 1. Concrete, Integral Insulation, R-0 + R-15 Comments/Location BASEMENT WALLS: [ ] 1. Conc. 9.0' ht/0.0' bg/8.0' insul, R-15 continuous Comments/Location WINDOWS AND GLASS DOORS: [ ] 1. U-value: 0.357 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location [ ] 2 . U-value: 0.526 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location DOORS: [ ] 1. U-value: 0.52 Comments/Location FLOORS: [ ] 1. Over Unconditioned Space, R-19 Comments/Location SLAB-ON-GRADE FLOORS: [ ] 1. Heated, 2.0" insul. , R-11 Comments/Location Slab insulation to extend down from the top of the slab to at least 2" OR down to at least the bottom of the slab then horizontally for a total distance of 211 . HVAC EQUIPMENT: [ ] 1. Electric Heat Pump, 11.0 HSPF, 18.0 SEER or higher Make and Model Number AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2 .0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing U-values, and heating and cooling equipment efficiency must be clearly marked on the building plans or specifications. DUCT INSULATION: [ ] Ducts shall be insulated per Table J4.4.7.1. DUCT CONSTRUCTION: [ ] All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. SWIMMING POOLS: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. HVAC PIPING INSULATION: [ ] HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in. ) : PIPE SIZES (in. ) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2 .5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2 .0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2 .0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 CIRCULATING HOT WATER SYSTEMS: [ ] Insulate circulating hot water pipes to the following levels (in. ) : PIPE SIZES (in. ) NON-CIRCULATING CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" 0-1.25" 1.5-2.0" 2 .0+" 170-180 0.5 1.0 1.5 2 .0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 l FORM C , ;, APPLICATION FOR APPROVAL OF DEFINITIVE PLAN December 21 , 19 84 To the Planning Board of the Town of North Andover: The undersigned, being the applicant as defined under Chapter 419 Section 81—L# for approval of a proposed subdivision shown on a plan entitled Definitive Subdivision Plan of "Equestrian Estates" by THOMAS E. NEVE ASSOCIATES. INC. dated _Dec. 28. 1984 being land bounded as follows: See attachment-Sheet #1 hereby submits said plan as a DEFINITIVE plan in accordance with the Rules and Regulations of the North Andover Planning Board and makes application to the Board for approval of said plan. Title Reference: North Essex Deeds, Book , Page ,__i or Certificate of Title No. , Registration Book page ; or Other: 1 Said plan has(X) has not( ) evolved from a preliminary plan submitted to the Board of October 12 19 84 and approved (with modifications) (X) disapproved ( on Dec-777 5 * 19 84 . The undersigned hereby applies for the approval of said DEFINITIVE plan/ by the Board, and in furtherance thereof hereby agrees to abide by-.the, Board's Rules and Regulations. The undersigned hereby further covenants and agrees with the Town of North Andover, upon approval of said DEFINITIVE plan by-the Board: 1. To install utilities in accordance with the rules and regulations of the Planning Board, the Public Works Department, the Highway Surveyor, the Board of Health, and all general as well as zoning by—laws of said Town, as are applicable to the installation of utilities within the limits of �wwaays and streets; including the required cable to be installed by Continental .&- Cablevision. The developer shall1 co tact Continen al for c ordinated ins a1���tion. .. 2: To complete and construct the strees or ways a other improvements ssbwti thereon in accordance with Sections Iv and V of the Rules and Regulations of the Planning Board and the approved DEFINITIVE plan, profiles and cross. 5. ctions of the same. Said plant.� p , profiles, cross sections and constructiow!u=�r, specifications are specifically,- by reference, incorporated herein and made. a part of this application. This application and the covenants and agree— meats herein shall,be binding upon all heirs, executors, administrgtors '*.Cu" ' successors, grantees of the whole or part of said land, and assignWof ,hem► undersigned; and 3. To _eomplete the aforesaid installations and construction within two'(2) years from the date hereof. EQUESTRIAN ESTATES.ASSOCIATES REALTY TRUST :x Trustee, I iH HYDE, IFS.:_, DRUOR�.pORpO� F �q , Received lic3 av erk„ BY: " Wr Date: Signiture_ of Applicant it a. 4JII LSA4 J. IAi Pl`4EVl' OORl�RATI ` Time: AOgv NiaON B . Signature: "DN0�1 `131NVO Hni P/44 Address,f c��JRD f Z];=_ Wilfried Welsch 1507 Salem Street North Andover, MA 01845 Phone (978) 685 2968 Cell (978) 618 9959 Fax (978) 258 0625 wwelsch@mediaone.net Town of North Andover Building Department Attn: Mr. Michael McGuire North Andover 09/09/01 Re: Structural Engineer—Field notes and details 49 Equestrian Drive North Andover Dear Mike, please find the field notes from Len Morse-Fortier enclosed. 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MORSE-FORTIERPH.D.,P.E. 20 BERNAmSTREEr LExmTON,MA 02420 28 November 2001 North Andover Building Department Michael McGuire,Building Inspector 27 Charles Street North Andover,Massachusetts 01845 Re: Welsch Residence,49 Equestrian Drive,North Andover Dear Mr. McGuire: As you know,I have served as the structural engineer of record for the Wilfried Welsch Residence at 49 Equestrian Drive in North Andover. At the time that the design drawings were submitted to you for permitting,I submitted my design calculations as well. Like many projects,the design for this house has evolved during its construction phase. I visited the house several times during its construction,and I responded to questions from the owner,architect,and contractor. This summer,as the construction proceeded, you asked Mr. Welsch for a copy of my field notes and any design revisions and I provided him with a copy of these. He asked me to write this letter to confirm that those notes were mine,and to include any additional notes and calculations that support further changes. As of today,the only change that you may not be aware of pertains to steel beams added to the workshop room. These beams will su an oye ,and are sized to stiffen the second floor as well. Mr.Welsch requested that wide-flange beams a replaced with tube steel sections,and the revised sizes were forwarded to him and his steel fabricator last week. I attach a copy of my calculations for these beams, and I confirm by this letter and my stamp that these and the previous notes are my own. As I write this,the structural framing and masonry for the house are nearly complete. Only some steel columns that were placed in corner windows will be altered—the window manufacturer will include a structural post within the window framing to make the window installation easier. Otherwise,the house has been built to comply with our original design,or with the changes reflected in my field notes and supporting calculations. Respectfully, YZ Ci l co Leonard J. Morse-Fortier Ph.D.,P.E.(MA Lic.37193) cc:Ray Kinoshita,Architect Wilfried Welsch,Owner (?:LL. �� o\J EAAW.-- 2�i 5i'SI�vl- So its 'fie-- F-� N F-oe.CG QG ,80 GG tJ N. I-->e- l LS Llr T4-AA. r—S Ole A�KA4oe-s c--::, y o, C— . s rF- co w � .4 El w InK� o TO-74 -ALL-ow -fzoe-- "B&A4ANY-, LA 6 • s a � K X LvV, -4 2 .5 ::^ig P CiA � PS 0 lit�( e lle. - a: use oo Xwp cm�) 1p 6-1-Ls� f ti Simpson Gumpertz&Heger Inc. Consulting Engineers Boston Los N °noes evfVe�t York San Francisco Date: 22 March 2006 Number of Pages(incl. cover): Washington,DC To: Mr.Wilfried Welsch Tel. Number: 49 Equestrian Drive North Andover, MA 01845-3352 Fax Number:781-638 7781 Copies to: Tel. Number: Fax Number: Project: Roof Leakage and Condensation Investigation, 49 Equestrian Drive, North Andover, MA From: Dean A. Rutila Project Number:040189 Delivered Via: ❑ U.S.Mail ❑ Fax ❑Hand Carried ® E-Mail ❑ Overnight ❑ Messenger ❑ Pick up ® with Attachments Copies Delivered Via: ❑ u.s.Mail ❑ Fax ❑ Hand Carried ❑ E-Mail ❑ Overnight ❑Messenger ❑Pick up ❑ with Attachments Comments: Attached please find a memorandum, SK-50 and -51, and Figs. 1 and 2 for chimney flashing over the living room. ® Per your request ❑Approved ❑ No correction ® For your information/records ❑ Approved as noted ❑ Not approved ❑ For your approval/comments ❑ Revise and resubmit ❑ Resubmit for record copy ❑ For your review/comments ❑ Returning to you ❑ Please return ❑Other 0:\DATEFILE\2006\Ruti la\DAR47-T.ptl.doc 41 Seyon Street. Bu laing 1, Szaite 500. Wallhnm, PAA 0245", a Tetephone:781-907-9000 a Facsim±lg:781.907-9309 a vuyw.soh,cofn 11/16/94 07:53 [j001 a t,r A R C H I T E C T U R E FAX RK STUDIO PRINCIPAL. RAV KINOSHITA AIA 72 PINE GROVE AMHERST MA 01002 T 413.256.1253f 413.256.6619 E-MAIL rkinoshl@art.umoss.edu I � � G4AVr,� , V^�c �-W(rte t F TO: Y"� 1 G L Y `t DATE: RE: {/�Ft�f� �4• Fou'tAcei� FAX q �Z CC: CC FAX#: # PAGES: PROJECT#: I 11/16/94 07:53 rr- RK STUDIO Ray Kinoshita,AIA WELSCH RESIDENCE NET SQUARE FOOTAGE NET LIVING SPACE (NOT INCLUDING POOL AREA) 4305 SF POOL AREA(INCLUDING SAUNA) 1184 SF GARAGES,WORKSHOP,MECHANICAL 1773 SF UNFINISHED STORAGE SPACE 486 SF PORCH/TERRACE/BALCONY 849 SF 72 Pine Grove Amherst MA 01002 T413-256-1253 F413-256-6619 10-DAY EMERGENCY 13EAVER OR MUSKRAT PERMIT ,J Name: S�� Permit No. /aOs Address: Authorized Agent Name (if applicable): Complaint Location: In accordance with and pursuant to provisions contained in chapter 131 of the Massachusetts General Laws section 40, 80A and 321 Code of Massachusetts Regulation 2.08 and 10.00 (Wetlands Protection Act), the permittee(s) above named may immediately remedy the threat to human health and safety by one or more of the following options: (a) the use of conibear or box or cage-type traps for the taking of beaver or muskrat, subject to the regulations promulgated by the Division of Fisheries and Wildlife (see back). (b) the breaching of dams, dikes, bogs or berms, so-called* employing any non-lethal management of water-flow devices* *In cases where option(s)b and/or c are specified, the applicant must appear before the local conservation commission to obtain an emergency certification regarding specifications for breach size and/or water-flow device installation in accordance to M.G.L. c. 131, s. 40 (Wetlands Protection Act) The Board of Health has determined that said beaver or muskrat problem poses a threat to public health or safety stated in M.G.L. 1 1, s. 80A. , Specify: �L < Board of Health Official Name: Board of Health Official Signator / Date: The above signature validates this permit for 10 consecutive days from the date shown for option (a) only. If the permittee chooses options (b) and/or(c), he/she must return to the Board of Health for a final signature after obtaining an emergency certification from the conservation commission. Please attach the emergency certification to this permit and return to the Board of Health for final approval. (See Back) C:\My Documents\Animal\2001\BEAVER FORMS OCT 2001\10Day Emergency Permit.doc FROM ANDOVER WATER SHOP . ... FAX NO. : 978-623-8392 May. 12 2005 11:54AM P2 BFAVER OR MUSKRAT CONSENT FORM F give permiasioft for Il�_ � ,.. , to access my property fox the paWsa ofat v*ting a great to pWific beatth and satbty posed by beaver or matcrat,as dete n*W by the Baard ot;'sxft zztl,� /Z 6.S Wftyperty arae Date D orifi 4N Pa ea- Address DWim Tet.4 rmeft TeL# I! p rtaisaion car to access uW property for the purpose of4Uviating a thM to public health and sa,£ Pond by beaver`or trnx*W.as detccmhsd by the Bond of HcaW Sigmtm dproperty Owns — lite Address Daytime 'el,# E�Tel.# -CoWjt.F'onik I gxva permission for to Sam"fW t'mperty for the PUIpose of Ageviaft a thnrat to public hcaltlt and y powd by hewer or mngkrat,as detemined b9 the Board ofReattb, Signature orpmperly©tm Base Address baytme Tel.# Erig TOL# C!"+*r,mftfftA�MOIo "AVMVOILWOCT20or rr4ft„rrors,,eeo FROM ANDOVER WATER SHOP FAX NO. 978-623-8392 May. 12 2005 08:26AM P2 . =' HEALTH a �r� bsaaa�E APPLICATION ortart O B �� R�IT ITMAT To BF SLED OUT BY APPLICANT F4e Of applicable):S —ps Address' Zip3 Town: Daytixxac'I'cl,# EvcmdAg Tal.If STAN Tet# q7'e Agent Name' (if app}icable) CotxPl.-dw Location: Cs the problem entirely ort yotur prvQert�? Yes: No: Don't Know: Note. if the problem does not occur t�rclx on the applicant's property,consent farms frons all other propertY OvMers,must be obtainrd. Complaint Couditioa: Check appropri,ate'box ead provide a detabd description of the perceived threat to public health and safety Flooding of drmkMg water well 0 Flooding of septic system or sewer IP Modiog of public or private way OT drivewlay LIICc Ic ZP" ACL G Flooding of a uttbty s=cturc such as an electrical or cotun=iaationg facility Flooding of a btWding C:1MY�Octtmc�rw/nnllnteb�2�t)ttgmu�Gr Fm+ee�AVp4iool9on�r 10t1aycY F4ftmitciee SShcm I ,� 05/1l./�095 0a:39 9786888ara '"'" 0 moodir g-vows Wnti }t tbMat of sgbstArnW pt'apmv dwWO p F9.00dirg'I'rhich ' ° naxinal,Orxau*Uld im of law p 01W aoadit u ' authorims the appBmmt or his duly a�.honud agcw Vader M.C#.�,..e. tat,s.BOA, ea�rgency permit one or afore c,'tbv tbBowb* P ( ) to mwwd9az*�dy the tbzaat to�fo th of�,�z Or m �t of os' the use ofcoar or boat of (b)the braaabing of deals,ds�iceB,bo j,or be—;e�ndlar(o)etapb*g aW r�1 vvLcr-flow devxxs.The emccgarcY PamitwM be gp0d for 10 dW from ft date of k.mCL v cc"*the above W atiop Is true nd correct to the best of may IMOwledge 1 Z -65- Si Wdm of Applicant: Rate• ��~ i .................•....... ............................................ ..... .. w........ ..w ....w ... ........ ..w TMS gwnoN n Ka COM7=0 Ry NORM amov"t corrsFRve1TEON DEf Aa' Nx"9 site vWt by Health: Usbe peGtor mac: Aplxo ved�, Stan Daft_ _ Bad Date F,xt.Date— Pett Dom.,_,_ Site visit by Couserv'ation: Date___'____ Tpectrn tmmc: Consetvat oo Co=nissiot►Appflcatioh RegWred: Yeses No F ►d'caga recoomooe'adatious: Neta:Options(b)and/or(a)above roquise applicant to get North Andover Cowavadou Commikou approval prior to omb work in aocordaace with;the WWasds Ptoteetim Act. C:ft ioDry ftaVt oyPwmiLdca 33/wee 2d Wti9Z:80 S00Z Zti 'hpW Z628-2Z9-82-6 : 'ON Xtid dOHS 8311 1 d3nOQNd W0Nd -FROM. : ANDOVER WATER SHOP FAX NO. 978-623-8392 May. 12 2005 11:54AM P1 1� ! 1-f �a��h � NaovtcZ t c�u �r2� 1, p2 1 TOWN OF NORTH ANDOVER f NORTh Office of COMMUNITY DEVELOPMENT AND SERVICES • HEALTH DEPARTMENT 400 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01845 'sSwCHU 978.688.9540—Phone Susan Y.Sawyer,REHS/RS 978.688.8476—FAX Public Health Director E-MAIL:healthdeptp_townofnorthandover.com WEBSITE:hqp://www.townofnorthandover.com TOWN OF NORTH ANDOVER SEPTIC DISPOSAL SYSTEM - INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System( ) constructed; ( ) repaired; bye Ve d /wll,. ,r� A&���,.��� (Print Name) located at l(jsS/Ylu� �<< (Installation Address) was installed in conformance with the North Andover Board of Health approved plan, originally dated/ /gyp' and last Revised on,-2 Z yp 9 , with a design flow of —4-457-9:1 gallons per day. The materials used were in conformance with those specified on the approved plan; the system was installed in accordance with the provisions of 310 CMR 15.000, Title 5 and local regulations, and the final grading agrees substantially with the approved plan. All work is accurately represented on the As-built which has been submitted to the Board of Health. Bed inspection date: qL© Engineer Representative(Signature) And-Print Name Final inspection date: /Z /G Engineer Representative(Signature) And-Print Name Installer: gnature) Date:�f 2116 $ And-Print Name `Y . r Engineer:. —Loz& Ze,_' (Signature) Date: / Sc-tiTT' L . 15; /G.�(, — And-Print Name ,DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Tuesday, November 22, 2005 10:43 AM To: Sawyer, Susan Subject: Lot 49 Equestrian Drive Hello Susan, Received a call from Scott Giles re: above. He wants to get a final COC from the Health Department. This project has been ongoing since 1999. In essence, the original engineer was Bill Dufresne, Merrimack Eng. He and h/o, Wilfried Welsch, had a falling out. Therefore, the plans did not get revised as they should have been. Scott Giles wants to fix what needs to be done: Bioclear Champer and Pump Chamber elevations need to be changed. Will you accept revised elevations from Scott Giles? Please call him at 978.683.2645. 1 advised Mr. Giles that the Health Department historically does not allow other engineers to pickup the original engineer's plan and revise it unless it is an extreme circumstance (engineer skips town; death, etc.) Giles thinks that is unreasonable, and would like to be able to do this. He also wants to work with Peter Murphy of 9 Laconia (Lot 14)to do his As Built, I believe he mentioned. However, Neve Morin was the design engineer. Unless I am somehow mistaken, told him this would be an issue as well. Will you please review the file and let me know how I should tell him to proceed? I will bring it in shortly. If he absolutely cannot do the revisions, I will call him for you if you want. Thanks. 8egf R¢0a.1141 Pa#10014 zP040040' alo Health Department Assistant Town of North Andover 400 Osgood Street North Andover,MA 01845 978.688.9540-Phone 978.688.8476-Fax http://www.townofnorthandover.com healthdept@townofnorthandover.com L. I I. v Notice to APPLICANT/TOWN CLERK and Certification of Action of Planning Board on Definitive Subdivision Plan entitled: "Equestrian Estates" By: Thomas E. Neve Assoc, Inc. dated Dec. 28, 1984 � 19 The North Andover Planning Board has voted to APPROVE said plan, subject to the following conditions: 1. That the record owners of the subject land forthwith execute and record a "covenant running with the land", or otherwise provide security for the con- struction of ways and the installation of municipal services within said sub- divisiont all as provided by G.L. c. 41, S. 81-U. 2. That all such construction and installations shall in all respects conform to the governing rules and regulations of this Board. 3. That, as required by the North Andover Board of Health in its report to this Board, no building or other structure shall be built or placed upon Lots No. 1 through 32 as shown on said Plan without the prior consent of said Board of Health. 4. Other conditions: a. All Planning Board order of conditions are to placed on the recorded definitive plan. b. Prior to signing the definitive plans all deeds of easements shall be submitted to the Planning Board and held in escrow until completion. At the time of completion the _ developer or owner shall execute such documents for the Town. c A certified as-built plan.shall.be submitted to the Planning Board showing the location of all utilities-.(electric,-.water; sewer.,. telephone).prior to.bin der.coat.application. d. Final as-built plans shall be`submitted' to the Planning-Board prior to final release of security. e. A certified.plan from a Registered Engineer or Land Surveyor shall be submitted to the Planning Board for review detailing proposed .stump pit areas for approval prior to construction. All stump pit areas are to be approved by the`Highway Surveyor. :In the event that no appeal shall have been taken from said approval within enty days from thisdate, the North Andover Planning Board will forthwith ereafter endorse its formal approval upon said plan. .a. tac C3 11 zz VVW MOM HIHON N8373 NM01 1, 0 N 01 l 31 tl..10 NORTH ANDOVER PLANNING BOARD . Date: March 18, 1985 By: Paul A. HE'dstrom Chairman D A�l��-i 0 R� I fj,... SON ER 1 Hing to ertai Tzee • ES DEFINITIVE ontrol 1 h Andov�e retained 2 c r QUESS� E he APPROVAL e subaiv cea Sion oy f t$12 1 X00 • s,�all EOR H lg 1985 irment� soallhbn theoamount o ec°mmendations la N1A req ss 1 4 . treeP11 t enteesSe eur1tY i f Fublic W°zXs z eight X81 CiO 1, f veC �ePathst puzP°s the BOazd ° e SaaLL be aIlea feet 0f CO for with Oircl e l In je acc°oaa ac Ciz ain on I'1 n d war0aapwP oh9taVe + open leftl 5-hal ns 5 • I • The Ovate zo ce line o f m Sta. 0+0 gate +1 valve, specif icati° 1 a• ductile centez ade fro or e�ua and 17 dove[ aconic 52 of the Wish gr ue�lez 8 8+38, n An 60 • ac of L 1 le ow the £ 81 inch M 0+0 8ant� to 2k0and 16+cul-de_s bel Eight at std• e ,�,ydr 4+50,1 m 0z az Y 0+0 • noted ed angSta. top sta' ons be prEddY ovi inStalle ea hYar ant and z ePlaced at •a• Spe+g5 cati c be ting ved er 1 ta•')+B5 . at 9+g5. shall e eXi5 e ,demo main p +0 to s tailed 4+95 , d• Circle 5hal an Dr iv�h Ovate om Sta. 11 be ins td• 0+50, tions fir gques ht X81 tinsalled fr gate stalled at Specif 1 rcle t° aI• vensZ'ag-, Slbe , in h euhYazants ins lve �12� 1 AcofpLaconla �� open t abo SVP ddy brea Streeflant ' all be ewe ntersection 1 gate v..Cle and a b- III � f wa d f�°oft Lo ueA ler ion�0f Laconia orth proPeztY I,•a The pr 0p eLte (lZ et the inters 9A e ristallea at the nX inch the Two `be last 1 ane of °to be i ed with si L500 52T b•left) to zoPe 1 Y e hYdran e pr°vid cations marked 1 the n ddY b ea A ang nches Sh (openes "4 1 Y£AWWA Sp ate agate box tesis Line °f P'l1 hydrae gate v Llv c°mp1Y 1b t sliding ze�guzea ^600 and 1 IV • let or e Ivalves s Ova th a 100 ea?cage and Apstanda StanaaTa duel All gate Supplied 1 13 of p, r V • Ll be shall 'Pass ecti°n th A wi f his and `+�i ,� mains with dance o this ��WATERA.l wat eCc°rda. n acW rc Mains come a gar nstructi V1- ed be chi°D S nfecting all hereby e Submitted into S ro�eduze fpz ytzuctioncomPly with all be ttv plan P 0sed con=' I and L2, 1985 • meet Sh def in-, T'he Drop L a0pr ruazY devel°p on the veY°r - 1 b condi -ionaule dated Feb tars or to be snawxighwa`1 Sur on unti d the Sc zed asl i"age f z ar ainale sotein n ng B°arc a the Suba a its Pr°vide • Any desi9nea by the pia roviderarY turnaro the approve � 1 be d tempor and Sha- t an 1 i services avemen _ - - 1 No tO�1 coat o L --- ----- ----------------- -- 8• binder 1 ------------ --------- - - ✓' 9. Street drainage not shown on the definitive plan will not be added during construction unless required by the Highway Surveyor and will be detailed on the required as-built plans submitted . 10. The applicant/owner/developer shall be aware of the fact that approval of this subdivision under the Planning Board ' s Rules and Regulations will not relieve said parties of the responsibility to other pro erty owners upon whose land may be affected by indirect or direct development storm water discharge . 11. The existing temporary cul-de-sac on Laconia Circle shall be removed and the developer shall ensure that lot # 12 Crossbow Lane will have sufficient frontage . The temporary easement shall be reverted to abutting property owners . 12. All roadway cross sections shall be revised in accordance to the Planning Board Rules and Regulations . 13. The approval of said definitive plan shall not imply the approval of any subsequent Special Permit requests under Section 2. 75 in the North Andover Zoning Bylaw regarding ' Common Driveways ' . 14. All Frontage Exception Lots shall so be noted on the definitive plans . 15 . In accordance with the Fire Department ' s recommendations : a. All lot numbers shall be posted on houses during construction. b. All house numbers shall be posted on houses prior to occupancy. C . No open burning shall be allowed except as permitted by the North Andover Fire Department . d. Prior to taking occupancy the subdivision streets shall provide adequate access for each residence by the Fire Department . 16. All drainage easements shall_ be 20 feet in width and run continuous with the land . 17 . No earth removal shall be allowed other than that which is defined as incidental to development and construction as per Section 5. 6, Par . 1 and 2 of the North Andover Zoning Bylaw, until application is made and a permit is issued for Earth Removal by the Board of Appeals . 18. The developer/owner shall receive written assent from the New England Power Company for proposed crossing and submit said documentation to the Planning Board prior to construction . 19 . In accordance with the Highway Surveyor ' s letter dated 3/18/85 : a. An inspection form shall be used and all work shall be inspected prior to backfilling . b. Berm could be required, and shall be determined in the field. Binder width would be 29 feet to accomodate the berm. C . Catch basin units shall be 8 in precast units . Frames and grates shall be 4 flange checkerboard type . d. All brick used is to be clay type and laid in good cement mortar . e . No town services will be provided until binder coat is laid and surface is free of problems for vehicular traffic . f . Completion dates shall be set for both binder and finish coats . /kn/161 cc: Applicant Engineer Highway surveyor Board of Public Works Tree Warden Police Chief Fire Chief Conservation Commission Building Inspector Board of Health File s "RECEIYED Pb��� lnG OOA80 TOWldlL p OWN OF NORTH ANDOVER NORTH ANOON MASSACHUSETTS JUN ZI 10 29AM '85 Any ape9a! s',a'I be filed f "°R'",ti within ('R0) days aj�er the date of firing of Ws Notice in the Office a# the Town ` Clerk. ,SSACHUSES NOTICE OF DECISION Date. , , . . . 17, 1985 . _ . . . . . . . . . . 1985 Date of Hearing '••rill .and, . . . . . Petition of . . , , , ,Enuestrian.Estates Assoc.. Realty.Trust. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1)Lots 29. 30. 32 Laconia Circle, 2)Lots 23,24 Equestrian Drive Premises affected . . . . . � . . . . . . . and Lot 31 Laconia C�Ircle, 3)Lots 12,-13 EaconiW ircle and Lot 18 Equestrian Drive Referring to '.he above petition for a special permit from the requirements of the . . . . . . . . . . North Andover, Zoning. Bylaw,. Section.2.75.Driveways. . . . , _ . . . . . . . . . . . . . . . . . . . . . . . . . . . so as to permit . . . . . , construction,of three common.driyeways. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . After a public hearing given on the above date, the Planning Board voted to . .QRANT . . . . . . .t"ie . . . . APPLICATIONS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . based upon the following conditions: Signed _.. Paul A. Hedstrom, Vice Chairman John A. James,Jr. ,Clerk . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . John J. Burke . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Erich W. Nitzsche . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . kn . . . . . . . .15lanning. . Board . . . . . . . . 1 r • ���:�����: MUM Mfl � fll`E��d��� � THA 1 Yt' �lC! WEa N OF NORTH ANDOVER M A S S A C H U S E T T S At y appeal shall be filed JON ZI f 29 AN gas 01thin {�%--days after the OfNORTH date of filing ,of this Notice t a o ,a"�.�. 0? °p in the Office of. the Town Clerk: CMUSE� June 17, 1935 Mr . Daniel Long, Town Clerk Town Office Building North Andover , ^ala 01845 Re: Common Driveway Special Permits moots 29, 30, 32 Laconia Circle 2) Lots 23, 24 Equestrian Drive Lot 31 Laconia Circle 3) Lots 12, 13 Laconia Circle Lot 18 Equestrian Drive Dear Mr . Long: The North Andover Planning Board opened the public hearing upon the application of Equestrian Estates Associates .Realty Trust on Monday' evening, April 1, 1985 and continued said hearing to April 22, 1985 in the Town Office Meeting Room. The hearing was duly advertised in the North Andover Citizen on March 7 and 14, 1985 . No testimony was taken at the April 1, 1985 hearing. The following members were present: April 1 , 1985 - Michael P. Roberts, Vice Chairman; John A. James,Jr . ,Clerk; Erich IN. Nitzsche; and John J. Burke . April 22, 1985 - Paul A. Hedstrom, Chairman; Michael P. Roberts , Vice Chairman; John A. James ,Jr . ,Cle:rk; Erich W. Nitzsche; and John J. Burke . The Petitioner seeks three ( 3 ) Special Permits under Section 2. 75 Driveways of the North Andover Zoning .Bylaw, which requires a Special Permit for a driveway to service more than one lot . The premises are known as 1 ) Lots 29, 30, 32 Laconia Circle ( Located on the south side of Laconia Circle; 2 ) Lots 23, 24 Equestrian Drive and Lot 3.1 Laconia Circle (located on the south side of Laconia Circle and west side of Equestrian Drive ) ; and 3) Lots 12, 13 Laconia Circle and Lot 18 Equestrian Drive (located on the south side of Laconia Circle and east side of Equestrian Drive) . All of tate referenced lots are situated in a Residential - 2 (r-2 ) zoning district . Said lots contain an area of at least one acre up to three acres plus , and have 50 feet of frontage (frontage exception lot ) or 150 feet of frontage . r Equestrian Estates - Special Permits • Common Driveways Page Two At the hearing, Mr . iom leve, the ;project engineer from Neve Associates made the presentation at the public hearing . Said common driveways shall service no more than three house lots , (as specified below) ; Lots 29, 30, 32 : In order to gain reasonable access to Lots 30 and 32, the applicants ;propose to construct a common driveway over Lot 29 and 31 to gain access to Lot:: 30 and 32. According to Mass Electric, their policy requires access under their :nigh tension lines to be perpendicular to their easement . The location of this common driveway complies with their policy, but also minimizes the impact on the environment . Lots 23, 24 Equestrian. Drive and 3.1 Laconia Circle: In order to minimize the impact to the environment and to provide accepta`ale means of access to each proposeci dwelling site, the applicants propose to construct a common driveway crossing the legal frontage of Lot 24, continuing along and near an existing woods road over. Lot 23, 24 and to Lot 31 . This driveway shall have a dual purpose; provide practical and reasonable access to all building sites and, secondly, it will be constructed in such a way which shall result in hydrologic impoundment . It will create a retention storage pond which will function to mitigate flood storage, storm damage prevention as well as g.rovide compensatory wetlands . A 12 inch culvert shall be installed as shown to meter tine retention. Lots 12, 13 Laconia Circle and 18 Equestrian Drive: In order to gain access to the building sites on Lot 12, 13 and 18, it became necessary to cross a vegetative wetland. This crossing is regulated by Ch. 131 Section 40, "The Wetlands Act ' under Section 10. 53 paragraph 3(e ) which states the following: "the act permits the following limited projects —the construction and maintenance of a new roadway or driveway of minimum Legal and practical width acceptable to the Planning Board where reasonable alternative means of access to an upland area of the same owner is unavailable . Such roadway or driveway shall be constructed in a manner which does not restrict the flow of water" . Thus the applicants propose to construct a common driveway along the easterly sideline of Lot 1.2, 12 feet wide and parallel to said sideline . A 24 inch culvert shall be installed under said driveway so as not to restrict the flow of water . Equestrian Estates - Special Permits ` Common Driveways Page Three Discussion followed regarding alternative access . Also attention focused on the fact that some of the lots will not have driveway access from the street in which their frontage exists . This could pose a danger in the event of an emergency when determining the house address and gaining access from a different street . The following members were present and voting at the June 17, 1935 meeting when the board rendered their decision: Paul A. Hedstrom, Vice Chairman; John A. James ,Jr . , Clerk; Erich d . Nitzsche; and John J. Burke . MOTION: By Mr . Nitzsche SECOND: Bir ?14r . James Vote: To approve the t'iree ( 3) Special Permit applications for Equestrian Estates Associates Realty Trust , plan dated January 3, 1985, prepared by Thomas E. Neve Associates of Topsfield, Ma. , subject to the following: 1 . Each common driveway shalL provide access to 1_ots 'by way of the road where the legal frontage exists . This will eliminate potential confusion on the part of emergency vehicles , specifically Lots 31, 12, 13, 18. 2. Each appropriate common driveway shall he s-iown on plan and referenced in deed as easements . 3. A driveway permit shalt be obtained from the Highway Surveyor . 4. Tile town of North Andover_ shall not be responsible for maintenance or servicing of said common driveways . 5. Each lot served by a common driveway shall have a covenant running in perpetuity with the land detailing the maintenance responsibility of each lot owner . Language to be reviewed '-)y Town Counsel and Planning Board prior to recording at the North Essex Registry of Deeds by the Trustees of Equestrian Estates Associates Realty Trust . o. On the common driveway easement at the intersection of the right-of-way a sign shall be posted (to be reviewed and approved I y the Zoning Inspector , Fire Chief and Planning Board ) with the addresses of common driveway Lot owners . A reference of the .required sign shall be placed in the covenant and deed of the lot owner . 7. Turnouts shall be provided in sufficient width for fire department apparatus , to be specified and reviewed by the Fire Chief and Planning Board . A Letter from the Fire Chief shall be forwarded to the Planning Board confirming that each driveway has sufficient width and turnouts to provide the necessary fire protection to each ,�=.aelLing. Eqestrian Estates - Special Permits + Common Driveways Page Four r 8. Upon completion of the common driveway, the applicant shall request a letter of compliance from the Planning Board accompanied with a tetter from the project engineer who prepared said plan stating the work has been done in accordance with plan and approval specifications . 9. Hydrants shall be provided as specified by the Board of Public 'rJorks and Fire Department . In granting the three ( 3) Special Permit requests , the Planning Board, pursuant to Section 10. 31 - Conditions for Approval of Special Permits of the Zoning Bylaw, finds the following: a. The proposed common driveways are appropriate locations for such a use; b. The com_r +-1 driveway as proposed, with the required changes , will not adversely affect the neighborhood; C. There will be no nuisance or serious hazard to vehicles or pedestrians by the construction of common driveways; d. Adequate and appropriate facilities will be provided, for the proper operation of the proposed use, specifically by means of a recorded maintenance agreement ; Based on site visits , the public hearing process , and testimony from town boards and departments , the proposed common driveways are in harmony with the general purpose and intent of the Towns Zoning Bylaw, specifically Section 2. 75 . "A way located on a lot which provides vehicular access to the buildings on the lot . Each driveway shall service no more than one. lot . Subject to the granting of a Special Permit from the Planning Board, a driveway may be shared by not more than three ( 3) Lots . Each such shared driveway must be regulated by a recorded maintenance agreement running in perpetuity with the land . " Sincerely, PLANNING BOARD Paul A. Hedstrom, Vice Chairman PH/kn CC: DEQE Fire Chief Highway Surveyor Public Works Conservation Commission Police Chief Board of Health Building Inspector Applicant Engineer File Inter_ este_d Pa.rtios National Evaluation Service, Inc. 5203 Leesburg.Pike, Suite 708.,Falls Church,Virginia 22041-3401 Phone: 703/531-2187 Fax 703/831 505 INI`F "AtIONAL CODIr COUNCIL website:www.nateval.org NATIONAL EVALUATION REPORT Report No. NER-658 Copyifght 0 2000,Nagmal Evalaaffori Seryke,Inc. Issued February 1, 2000 Matrix AAC PowerPanel and Matrix Thin-Bed Mortar Matrix AAC PowerPanels are installed with the use of Matrix thin- bed mortar (Type 05) which Is a premixed mortar made of MATRIX PRECAST AUTOCLAVED AERATED CONCRETE,L.P. portland cement or blended portland cements. The proprietary 6600 HIGHLANDS PARKWAY mortar is considered as equivalent to ASTM C 270, Type M SMYRNA, GEORGIA 30082 mortar as far as durability is concerned. The specified minimum 28-day compressive strength after dry storage is 1450 psi 110 1.0 SUBJECT MPai. Matrix AAC PowerPanel and Matrix Thin-Bed Mortar 3.2 Uses .2.0 PROPERTIES FOR WHICH EVALUATION IS SOUGHT Matrix AAC PowerPanel with Matrix thin-bed mortar are used over steel or wood frames as an exterior sheathing. The panels • Structural are also used as a sheathing material as a component of exterior • Thermal Insulation nonbearing curtain walls. See Section 4.0 of this report for allowable wind pressures,allowable racking shear values,fastener 3.0 DESCRIPTION schedules and installation requirements. 3.1 General The 3 inch(76.2 mm)thick panels are permitted for use in interior Matrix AAC Single Mash Panels (PowerPanel) are precast partitions as noted in Section 4.2.3 of this report. noncombustible building units manufactured of Hebei Thermal properties for the Matrix AAC PowerPanel, based on autoclaved aerated concrete. The panels are producers in two testing conducted in accordance with ASTM C5 IS,are outlined different sizes as summarized in Table 1 at the end of this in Tables 1 at the and of this report. report. 4.0 INSTALLATION The aerated concrete is a lightweight concrete of a uniform cellular structure. It is produced from Portland cement, Hme, 4.1 General quartz sand,water,and an expanding agent. The batched raw materials are thoroughly mixed together with water and an Matrix products are installed by trained contractors. expanding agent and then cast into steel molds. Due to the chemical reactions that take place,air voids are generated in the Moisture protection barriers required by the applicable code are slurry mix causing it to expand and forming non-connecting air not required over the framing prior to Installation of any Matrix cells. After setting and before hardening,the mass is machine PowerPanel in exterior wall applications provided coatings cut into the various sizes of Matrix AAC PowerPanel elements. meeting the requirements of Section 7.2 of this report are applied The elements are then steam cured under pressure in over the exterior surface of the Matrix AAC PowerPanels, autoclaves where the material is transformed into a hard calcium silicate. In exterior applications, Matrix AAC PowerPanels are installed horizontally directly over steel or wood framing, mechanically The handling reinforcement is installed in the Matrix AAC fastened to steel or wood wall framing using screws and PowerPanels and consists of spot-welded steel wire reinforcing washers. Alternatively, the 3 inch(76.2 mm)thick Matrix AAC in the form of mesh or cages which are permanently protected PowerPanels may be installed vertically,mechanically fastened to against corrosion by a tested rust prooting compound. Steel steel sections which are installed horizontally over the steel or wire used in the fabrication of the mesh or cages conforms to wood wall framing. Matrix thin-bed mortar is applied to panel ASTM A 82_ Prefabricated metal lath is permitted in lieu of edges such that all vertical and horizontal joints between the spot-welded wire reinforcement. Metal lath is protected against panels are filled with the mortar,the panel ends and edges being corrosion by a rust-proofing compound. closely butted but not forced together. The mortar shall be distributed uniformly over the entire surface such that the joint created is not less than 0.04 inches (1 mm) and not more than 0.12 inches (3 mm)in thickness. This report is limned to the sp specific product and data and testreports submitted by the appllcam in its application requesting this report.No independent tests were petfivrmed by the Nwiotrsal Evaluation Service,Inc. VES),and NES gwdflc4ny does not make any warranty,either Grpressed or implled,as rep any jInding or other natter in dais report or at to any product eovered by this report ZWs disclaimer includes,but is not limited to,nwrcharuabillry. This report is also subject to the Undradon listed herein. Page 1 of 7 i Pyr e 2 of 7 Report No NER 558 In interior partition applications, 3 inch(76.2 mm)thick Matrix 4.2.3 Interior Partitions AAC PowerPanels shall be installed with their long dimension in the vertical direction,with no horizontal joints being permitted. Use of 3 inch thick Matrix AAC PowerPanels used in interior Matrix thin-bed mortar is appOed to panel edges such.that all partition applications shah be installed with their long dimension j vertical joints between the panels are filled with the mortar',the in the vertical direction,with no horizontal joints being.permitted. panel edges being closely butted but not forced together. The Matrix thin-bed mortar is applied to panel edges such that all mortar shall be distributed uniformly over the entire surface vertical joints between the panels are filled with the mortar. such that the joint created is not less than 0.04 inches 0 mm) Panel lengths shall not exceed 9 feet 42740 mm)and the top and and not more than 0.12 inches (3 mm) in thickness. bottoms of the panels shall be adequately supported against horizontal loads. Where applicable, calculations considering temperature effects and deformations of the wall shall be provided. Physical 5.0 IDENTIFICATION properties to assist in calculating of the temperature effects and deformation of the wail construction are given in Table 1 at the All packages of Matrix AAC PowerPanels and thin-bed mortar end of this report. covered by this report shall bear the manufacturer's name and/or trademark, a code that indicates the production plant, the The installation instructions within this report shall govern when production time,the product type,Southwest Research Institute's conflicts occur with the manufacturer's instructions. The label and report number (NER-QA409), the UL classification manufacturer's published installation instructions and this report certificate, and the number of this report for field identification. shall be strictly adhered to and a copy of these instructions shall be available at all times on the job-site during Installation. 6.0 EVIDENCE SUBMITTED Additionally, drawings and/or specifications shall supplement the manufacturer's instructions, showing detailed information 6.1 Manufacturer's descriptive literature and construction concerning how the Matrix products covered by this report shalt manuals. be integrated into the building under construction. 6.2 Structural calculations and allowable load tables, prepared by and signed and sealed by F. H. Fouad, 4.2 STRUCTURAL Ph.D., P.E. 6.3 Report of tests performed in accordance with ASTM E 4.2.1 Transverse Wind Capacity 136,performed by Southwest Research Institute; SwRI Project No.01-7520-297,dated July 12, 1996,signed Allowable transverse wind capacity for horizontal application of by Alex B. Wenzel. Matrix AAC PowerPanels and their attachment to the wall 6.4 Reports of tests conduced on Hebei AAC PowerPanels, framing is specified in Table 2 at the end of this report. Panel prepared by Certified Testing Laboratories: location,panel fastening schedule,and framing requirements for 6.4.1 in accordance with ASTM E 330 (transverse load) and wall assemblies shall be determined by engineering analysis ASTM 331 (water resistance),Report Nos.CTLA-378W using wind loads specified in the applicable code and the A-1, 2 & 3, dated March 26, 1999, signed by James allowable wind pressures noted in Table 2. Stud spacing, Blakely. design related fastening requirements shall also meet all the 6.4.2 in accordance with ASTM E 330 (transverse load), requirements of the applicable building code. Report Nos. CTLA-378W B-1, 2 & 3, dated April 6, 1999, signed by James Blakely. Allowable transverse wind capacity for vertical application of 3 6.4.3 in accordance with ASTM E 330 (transverse load), inch (76.2 mm) thick Matrix AAC PowerPanels and their Report Nos. CTLA-378W C-1, 2 &3 and CTLA-378W attachment to horizontally installed steel sections applied over D-1, 2 & 3, dated April 7, 1999, signed by James the wall framing is specified in Table 3 at the end of this report. Blakely. Panel location, panel fastening schedule, steel section 6.4.4 in accordance with ASTM E 72 (racking load), Report requirements, and framing requirements for wall assemblies Nos. CTLA-377W B-4, 5, 6, 7, 8, &9, dated April 6, shall be determined by engineering analysis using wind loads 1999, signed by James Blakely. specified in the applicable code and the allowable wind 6.4.5 in accordance with ASTM E 72 (racking load), Report pressures noted in Table 3. Design of the wall framing, the Nos,CTLA-377W C-4, 5, 6, 7, & 8, CTLA-377W D-4, horizontal steel sections, and related attachments shall also 5, and 6,and CTLA-377W E-1, 2,and 3, dated April 7, meet all the requirements of the applicable building code. 1999, signed by James Blakely 8.5 Report of tests conducted on Hebei AAC PowerPanels, 4.2.2 Bracing of Exterior Stud Walls{Racking Shear Capacity prepared by Intertek Testing Services: 6.5.1 In accordance with ASTM C 1386 (compressive Allowable shear capacity,specified in Table 4 at the end of this strength)and ASTM E519 (Diagonal Tension 'Shear% report, for horizontally installed Matrix AAC PowerPanels is ITS Project J98025874,dated March 18, 1999,signed applicable to shear walls resisting shear forces acting on by Martin T.Finn, P.E. and Charles Coletta, P.E. assembly due to wind and seismic forces. Panel location, 6.5.2 in accordance with ASTM C1072 (flexural bond extent, orientation, fastening schedule, and framing strength),ITS Project No.J98025874,dated November requirements for wall assembly used as bracing (shear wall) 25, 1998, signed by Merthella H. Wright and Charles shall be determined by engineering analysis using the loads Coletta, P.E. specified by the applicable code and the allowable racking shear 8.5.3 in accordance with ASTM C1262 (Freeze Thaw), ITS m values in Table 4 of this report. Stud spacing,design,and gage Project No. 9802574,dated February 10, 1999,signed shall also meet all the requirements of the applicable building by Merthella H. Wright and Charles Coletta, P.E. code. I Report No.NER-558 Page 3 of 7 6.5.4 in accordance, with A,4TCC/IC80 38 on exterior and 7.1 Design calculations.and.details for specific applications interior coatinq/fanishes,ITS Project No.J98025874, shall be furnished to the code official verifying dated November 23, 1998,signed by Charles Coletta, compliance with this report and the adopted code. The P.E. individual preparing such documents shall possess the 6.6 Report of tests conducted on Hebei Thin-bed Mortar, necessary credentials regarding competency and prepared by Intertek Testing Services: qualifications as required by the applicable code and the 6.6.1 in accordance with ASTM C67 (Freeze Thaw), ITS professional registration laws of the state where the Project No.99006125,dated June 10, 1999, signed construction is undertaken. by Merthella H. Wright and William T. Fiske, P.E. 7.2 Exterior walls and other building elements exposed to 6.6.2 in accordance with ASTM C 151 (Autoclave weather and/or outside moisture shall have weather Expansion), ITS Project J99006125, April 29, 1999, protective coatings or coverings which prevent signed by Merthella H. Wright and Charles Coletta, penetration of moisture into the AAC materials from the P.E. exterior and allow moisture to migrate from building. 6.6.3 in accordance with ASTM C 91 (water retention),ITS Approved coatings or covering shall be applied in Project No.J99006125,dated April 29, 1999,signed accordance with the manufacturer's instructions. by Merthella H.Wright and Charles Coletta, P.E. Approved coating documentation/testing shall provide 6.6.4 in accordance with ASTM C 1012 (Exposure to specification demonstrating that the coating. meets Sulfate Solution), ITS Project No. J99006125, dated Matrix specifications as follows: a water vapor June 10, 1999, Merthella H. Wright and William T. permanence equal to or greater than 3 as determined by Fiske, P.E. ASTM E 96, a compressive strength no less than 350 6.6.5 Report of testing in accordance with ASTM C 270 psi(2.42 MPa)and no greater than 1000 psi(6.89 MPa) (compressive strength), ITS Report No. J98025874, according to ASTM C 270, meet ASTM C 67 dated November 25,1995,signed by Charles Coletta, requirements for freeze-thaw resistance, and pass a P.E. moisture penetration test such as ASTM E514. 6.7 Hebei OA Manual, dated April 1999, prepared by 7.3 This report does not include an evaluation for use of Hebei and Southwest Research Institute. Matrix products in corrosive environments or other severe exposure conditions, as outlined in ACI 318 7.0 CONDITIONS OF USE Section 7.7.5. 7.4 Cutting of Matrix AAC PowerPanel is permissible since The National Evaluation Service Committee finds that the Matrix reinforcing provided is for handling purposes only. AAC PowerPanels and Matrix Thin-Bed Mortar as described in 7.5 Inspection of the installation of Matrix AAC PowerPanel this report are suitable alternative materials, products or shall be comparable to that required by the code for methods of construction to those specified in the 1999 80CA structural sheathing. National Building Cooke,the 1999 Standard Building Code, the 7.6 This report is subject to re-examination on a periodic 1997 Uniform Building Cede, the 2000 International Building basis. For information on the current status of this Code and the 1998 International One and Two Family Dwelling report,contact one of the participating members of the Code,subject to the following conditions: NES, .Pogo 4of7 Report No MEIN TABLE 1 -Matrix AAC PowerPanel:Desc..ription AAC PowerPanel 2 AAC PowerPanel 3 Thickness, inches 2 3 Maximum width, in. 24 24 Maximum length, ft 8 10 Dry density, pcf 32 32 Design density, pcf 38.5 38.5 Compressive strength 725 725 (average), psi' Weight, psf 6.4 9.6 K-value, Btu in/hr ft2 OF 0.96 0.96 Coefficient of thermal 4.5 x 10' 4.5 x 10' expansion, intin/°F R-value, hr ft2 OF/Btu 2.2 3.3 Combustibility, ASTM E 136 Pass Pass (pass/fail) Notes to Table 1: 1. Per ASTM C 1386, Strength class PAAC-4. Minimum compressive strength is 580 psi. TABLE 2-Allowable Transverse Wind Loads for Horizontally Installed Matrix AAC PowerPanets Framing Type Gauge # Stud Panel Screw Type, Allowable Spacing Thickness, Location, and Wind (maximum) inches Spacing; Panel Pressure, Orientation psf2.3,4 and Layout' Steel Stud 20 16 2 or 3 See Figure 1 22.8 Steel Stud 18 24 2 or 3 See Figure 1 26.4 Steel Stud 16 24 2 or 3 See Figure 1 32.8 Wood Stud See Note 2 16 2 or 3 T See Figure 1 24 Notes to Table 2: 1. Panels shali be installed with the long dimension oriented horizontally with all vertical edges of panels backed by framing. Additionally, all joints between panels (head and bed joints)shalt be mortared using Matrix Thin-bed mortar. 2. Wood framing members shall have a specific gravity equal to or greater than 0.49 (such as Southern Pine). 3. Allowable wind pressure shall also be limited by the allowable load of the wall studs or the load which produces a deflection equal to h/155,where h is the height of the wall in inches. 4. Allowable wind pressures are based on the use of 3 fasteners per panel per framing member(8 inches on center vertically) as shown in Figure 1. Use of 2 fasteners per panel per framing member(12 inches on center vertically)is permitted provided the allowable wind loads are multiplied by a factor of 2/3. Report No. NER-5.58 T Page a of 7 TABLE 3r Allowable Transverse Wind.Loads for Vertically Installed 19110 1x,AAC PowerPanels Framing Type Gauge #of Maximum Panel Screw Type, Allowable and Spacing' Horizontal Spacing of Thickness, Location; and Wind Steel Horizontal inches Spacing; Panel Pressure, psf Sections' Steel Orientation Sections' and Layout Steel or 18 4' - 4" 3 See Figure 2 25.0 Wood Notes to Table 3: 1. Wall framing, the horizontal steel sections, and related attachments shall be designed to meet all the requirements of the applicable building code.. Gauge of horizontal steel sections is the minimum required based on PowerPanel fastening requirements. Maximum spacing of steel sections is the maximum allowed based on PowerPanel design. 2. Panels"I be installed with the long dimension oriented vertically. Additionally,all joints between panels shall be mortared using Matrix Thin-bed mortar. TABLE 4 -Allowable Racking Shear Capacity for Horizontally Installed Matrix AAC PowerPanels'-2-s Framing Type Gauge#I Stud Spacing, Panel Screw Type, Allowable inches on Thickness, Location, and Racking Shear center inches Spacing; (Ib/ft) (maximum) Panel .Orientation and Layouts Steel Stud 20 16 2 or 3 See Figure 1 63 Steel Stud 18 24 2 or 3 See Figure 1 78 Steel Stud 16 24 2 or 3 See Figure 1 88 Wood Stud See Note 6 16 2 or 3 See Figure 1 78 Notes to Table 3: 1. Allowable racking shear capacities noted in Table 4 are applicable for wind and seismic loads. For buildings assigned to Seismic Performance Category C, the allowable racking shear value shall be multiplied by a factor of 0.5. The allowable racking shear value for buildings assigned to Seismic Performance Categories D and E, shall be taken as zero. 2. Maximum height to length ratio of a shear wall shall be 2 to 1. 3. Wails employing Matrix PowerPanels shall not be used to resist horizontal forces from concrete or masonry walls. 4. Cumulative allowable shear values for walls having interior finishes that contribute to racking shear capacity have not been evaluated. 5. Panels shall be installed with the long dimension oriented horizontally with all vertical edges of panels backed by framing. Additionally, all joints between panels (head and bed joints)shall be mortared using Matrix Thin-bed mortar. 8. Wood framing members shall have a specific gravity equal to or greater than 0.49 (such as Southern Pine). Note: The following SI conversions are applicable to Tables 1 through 4: 1 in = 25.4 mm 1 It = 0.3048 m 1 psf = 47.88Pa 1 Ib/ft — 14.59 N/m 1 ft4b/ft = 4.448 N m/m 1 psi = 0.0069 MPa 1 pcf = 16...02 kg/m3 1 Btu In/hr ft2 Of = 0.144 W/m k Page$of 7 Report No NER- .68 FIGURE 1 HORIZONTAL IVMMX AAC POWWOW SYSTRA Fes: iTa*2lor;egtlirer#stud:tlp�ir>� �- AAC POWERPANEL r t E WOOD OR STEEL STUD 1-114'LATH-LOCK PLATE....... TYP FOR ALL ENDS :' CONNECTIONATENEIS LY WR40•LOCK / _ _ OF PANEL,USE 1114 LATH-LOCK PLATE AND SCREW TO ASSEMBLE POWER PANEL TO STUD. ZP0RSTEELsnJD6 Z NAC POWERPANEL,USE S3 SCREW BY WIND LOCK 3'AAC POWERPANEL•USE S3 SCREW BY WNfD LOCK FOR WORD STUDS T AAC POWERPANEL,USE#1LY X 3-112'MCJOD SCREW 3'AAC POWERPANEL,USE#10'X 4112'WOOD SCRL* RfFM TO TABLE 2 POR RIC"RED 5TUD SPAONG I II II II it !I 1 I 11 � II II II II I ! I I•I I•I kl I•I I•I I II 0 II II II it I 11 II 11 II II 1 I n ;. rl n rl rl I I•I I,I II i.l I.I i I II II II 3{ II I II II II it II ! E I I•I I•I II 1�1 I°I ! I II II 11 II II I. I II II I! tl II !- I PI I•I II 1•I I.1 1 1 II II It (I 11 1 I I II II II {I II 1 I•I I•I t•) 1•I I•I �I 1 It II II tl II ', f I II II It II II i I I•I I•I 1'1 Pi 11 I I,I I,1 1 I,l I,1 I it II 11 !I II � I II II It 11 II b! . I 1•I I•I I t i°I 1•I -� I II II II 1! II b� I II Il li IE II _ 1 I`I I'i II, rl rl I I I;I I.I LI 1,1 I,I I I II II II 11 II 1 II II It !t II { MI I•I H HI I.1 I II II II I! II !I II 11 ti If I n rl rl n rl MATRIX AAC P© PAIN£L FASTtJIIIrIt LAYOUT I Report No NER-558 Page 7. of 7 FIGURE 2 VERTICAL MATRIX AAC POWERPANEL WALL ASSEMBLY -- TOP HAT CHANNEL @ TOP,MIDDLE AND BOTTOM WALL W/2 5CREW5 PCR PANEL. HEBEL POWERPANEL(Min. 31 U5E THINBED MORATR FOR ALL JOINTS USE 55 SCREW BY WIND LOCK FOR STEEL STUD U5E#10 X 4 IN WOOD SCREW FOR WOOD STUD USE 5TAINLI55 FLAT-WA5"ER WITH INSIDE DIAMETER I IM IN AND OUT51DE DIAMETER 3A IN. AND THICKNESS 0.050 IN. 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CD ---, ron or IZ- . �- j 011 F INTRODUCTION T H E R M A L P E R F O R M A N C E Contents INTRODUCTION To HEBEL AAC THERMAL PERFORi ME SECTION PAHA Introduction 1 Definitions 1 Undemanding Thermal Mass 3 Design Aids 10 Introduction Building design and material properties influence thermal performance and energy consumption for residential and commercial buildings.M ATRI X wall,floor and roof systems provide an innovative combination of excellent thermal conductivity,thermal mass and low arc-infiltration. This practical combination of properties in one system provides an excellent thermal insulation material and permits peals energy usage in the building to be shifted to off-peak hours,thus redoing operation costs for building users and owners,improving comfort of living and reducing the demand on power generation facilities. Definitions It is important to remember that thermal perfom arae of arty building material is the result of several factors and may not be assumed either effective or ineffective on the basis of any one factor.In this section,there are definitions and examples of the various thermal properties that are used to determine the overall thermal efficiency of any building material.It will be shown Crow these thermal properties generally influence the design of the building envelope and specifically how the HEBEL AAC thermal properties result in outstanding performance and energy savings.The values for the various HEBEL AAC thermal properties are included in a later section of this chapter. ThefmalConductivity"K"(Btu.in/h.F .0 Thermal Conductivity"K"(Btu.in/lift.E)is a measure of the material conductivity as tested in a laboratory procedure that measures the heat naw through building material under steady and constant climatic Conditions.It is important to remember that these laboratory conditions do not reflect the normal climatic cycles.This issue will be discussed in further detail in the thermal mass section.Based on the above definition,the lower the K value the higher the insulating value.The following table gives the"K"value for different materials: Designation Thermal Conductivit)i,K(Btuanllt.Ft=.F) HEBEL AAC 26 pd 0.19 Concrete(Densty 150 ) 9.98 0 Insulation Board e) 0.20(3) Steel 329.00 Water 4.15 (1)Based onAS1MC518 (2)ASNRAE (3)ASHRAE �w ms%esc t T H E R M A L P E R F 0 R M A N C E UNDERSTANDING THERMAL MASS Thermal Resistance"R"(h.Ft2.F/BTU) Thermal Resistance"R"(h. ffiBtu)is the opposite of the thermal conductivity and is the resistance of material to conductor allow heat flow. R=(1/K)x Wall Thickness(in.) Designation Thermal Resistance,"R"(h.Ft2.F/Btu) 8"HEBEL AAC 26 pcf Wall System 11.45 8"Concrete 150 pcf Wall System 1.00 31/2"Batt Insulation 13.00 1"Steel Plate 0.003 Note:M4NOXWall System(with Hebel AAC)and Concrete Wall System Consist of Plaster on both sides of the wall Heat Transmission Coefficient,U-Value(Btu/h.Ft2.00 Heat Transmission Coefficient,U-value(Btu/h.Fe°F)is defined as the amount of heat,expressed in BTU's,transmitted in one hour through one square foot of a building envelope in 1°F temperature difference. U=1/R Designation U-Valve(Btu/h.Ft2.F) 8"HEBEL AAC 26 pcf Wall System 0.09 8"Concrete 150 pd Wall System 1.00 31/2"Batt Insulation 0.077 1"Steel Plate 329.00 Note.hA TRIX Wall System(with NebelAAC)and Concrete Wall System Corisist of Plaster on both sides of the wall In addition to the above basic material thermal properties,other thermal properties such as specific heat and heat capacity effect the performance of building envelope. Specific Heat,s(Btu/Ib. F) Specific heat s(Btu/Ib.°F)is the amount of heat required to raise one pound of material one degree°F. Designation Specific Heats(BtuAb.OF) B"HEBEL AAC 26 pcf Wall System 0.25 8"Concrete 150 pcf Wall System 0.21 31/2"Batt Insulation 0.085 1"Steel Plate 0.125 MATRIX PAAC 2 UNDERSTANDING T H E R M A L P E R F O R M A N C E THERMAL MASS Heat Capacity,HC(BwNt2°F) Heat capacity,HC(Btu/Ft'°F)or sometimes is referred to as"thermal mass,'is a measure of how much heat a building component can store or hold per unit of mass.It is essentially the specific heat taking in account the thickness of the material. Designation Heat Capadty,HC(Btu/F?°F) B"HEBEL AAC32 pcf Wall System 6.01 8"Concrete 150 pcf Wall System 23.00 31/2"Batt Insulation 0.001 I"Steel Plate 5.10 NoteAM NIX Wall System(with Hebel AAC)and&meteWall System Consist of Plaster on both sides of the wall Understanding the Thermal Mass Benefit Concept In the"steady state"thermal values obtained from laboratory testing,it is assumed that temperatures at both sides of a wall are constant and remain constant for a period of time,unlike what actually occurs in normal conditions.In actual conditions,the temperature levels on both sides of walls may change during a 24-hour period.In many rases,the exterior temperature may experience large temperature swings.These changes may cause a reversal in direction of the heat flow or at the least"delay"the heat flow to the pant where it substantially reduces the heat transfer to the inside the building envelope.The following diagrams illustrate each of these conditions. Reversed Heat Flow Example Amarillo,TX Ambient Exterior ,° F_ Daytime Temp!95 OF •"` . fit y#•. �k 4 W Indoor Space Temp. 15 DF Ambient Exterior Nighttime Temp.60 OF # � . > x t Y S J $•M 3 /A� T H E R M A L P E R F O R M A N C E UNDERSTANDING THERMAL MASS In Amarillo,Texas,it is not unusual that the outside day temperature may fluctuate from 95 OF down to 60*Fin the same 24 hour period while the indoor temperature is 75*[This drop in temperature and the excellent heat capacity of HEBEL AAC materials cause a reversal in the direction of heat transfer back to the outside within the 24 hours.Subsequently,the total heat gain through the MATRIX wall system(with Hebei AAC)is significantly less than low thermal mass wall system such as framed wall.In this case,the combination of the heat capacity and the excellent thermal resistance exceeds the performance of a high"steady state"R-value.This dynamic process is known as the"thermal mass benefit"or"mass-enhanced"R-value. In Orlando,it is not unusual that when the outside day temperature is 95'[the outside night temperature will only drop down to 85 OF.During the same time frame,the inside temperature could be at 75 OF.In this case,the drop in the outside temperature may not be enough to cause a reversal in the direction of heat transfer.However due to the HEBELAAC wall thickness,its thermal conductivity(1.1.1)and its heat capacity(1.1.5),a time delay or "time lag"results and shifts the peak temperature load to between 7 to 9 hours later. Delayed Heat Flow Example Orlando,FL L T Ambient Exterior ;,�� Daytime Temp.95°F Ambient Exterior Nighttime Temp 85 °F Indoor Space Temp. a �n 75°F ,A P ky� Since HVAC systems are required to be designed for peak loads,this shift in timing of the peak load can result in a significant reduction in the size of mechanical equipment with a subsequent reduction in energy consumption and cost.Table 1.0 shows°time lag"values for different building materials. Material Time lag,hr 8"HEBEL AAC Wall 8 B"CMU Wall 6 Ol 2 X 4 Frame Wall 2 pl (1)NCMA Tek 6-3:Wong Peak Enag Loads mth&Ymte MasonryConst w6on(199 7) MATRIX PAAC 4 UNDERSTANDING T H E R M A L P E R F O R M A N C E THERMAL MASS In a previous test,HEBEL AAC wall surface temperatures were measured over a 24 hours period on a west wall which was painted black to increase surface temperature.The outside wall temperature fluctuated by as much as 126°[The inside temperature remained at a pleasant 68°F without air conditioning with a mere 3.6°F variation.Additionally,the peak temperature was shifted to a later time of the day when energy is no longer required to mechanically adjust the indoor temperature. This"time lag"combined with the heat capacity of HEBEL AAC results in substantial reduction of peak energy consumption.This reduction is considerable in residential buildings and represents financial saving for homeowner in addition to a more comfortable living environment and pleasant steady interior climate. Outside Wall Surface 41X #µ Inside Wall Surface Temperature,F Temperature,F P t, et (�(� 200 200 ? 180 '1 180 tt P ., >I { n 160 d T 160 lao 'HEBEL C 140 — 120 Am 2 120 100 100 rwall — - 80 60 s I a EAn k ld Yll 4A0 Yl/ a 20 r �fy 0 C p G p 4a 20 C C 8 O S S O 8 8 I S O H O O S S W CD N N it J u OO r r N N Q t Time _;, iyt Time Dynamic Benefit Analysis The effectiveness of HEBEL AAC material in providing and controlling interior dimatic conditions was illustrated by testing a HEBEL AAC wall in conditions that simulate actual climatic conditions in a comprehensive energy analysis performed by Oak Ridge National Laboratory(ORNL). In the study performed by ORNL,the steady state and the dynamic thermal performance of a MATRIX wall system with Hebel AAC was analyzed using ORNL Building Technology Center Guarded Hot box.In the dynamic test of an 8 ft x 8 ft wall,the climatic boundary conditions were changed to simulate similar conditions to normal climatic cycle. .G AN AFA= 5 T H E R M A L P E R F 0 R M A N C E UNDERSTANDING THERMAL MASS The results of ORNL steady state and dynamic analysis were used to develop a model for MATRIX wall systems(with Hebei AAC)using Department of Energy 2.1 E software.The computer software was used to Simulate the heating and cooling loads for a single family residence with HEBEL AAC walls compared to an identical building simulated with lightweight stud frame wall and a Concrete Masonry Unit(CMU)wall.Figure 1.0 shows the house model and the floor plan used in the study performed by Oak Ridge National Laboratory for six representative U.S.climates. 28 z Figure 1.0-Floor plan of one-story ranch-style Cause used in thermal modeling. MATRIX PAAC 6 I UNDERSTANDING T H E R M A L P E R F O R M A N C E THERMAL MASS Table 2 Simulated heating and cooling energy required for a ranch house built with HEBEL AAC walls as shown in ORNL report"Whole Wall Rating/ Label for HEBEL Wall Systems with Solid Autoclaved Cellular Concrete Blocks Part II-Dynamic Thermal Analysis"dated February 8,1999. Location Cooling Energy Heating Energy Total Energy [MBtu] [MBtu] [MBtu] Atlanta 7.4 25.1 32.5 Denver 1.21 48.32 49.5 Miami 37.36 0.65 38.01 Minneapolis 2.05 82.72 84.77 Phoenix 31.73 5.27 37.0 Washington,D.C. 4.33 42.56 46.89 Additionally,the cooling and heating energy required for a wood framed house at different levels of thermal insulation was calculated to identify the saving in energy as shown in table 3.0.It is apparent that only increasing the R-value of a wall does not necessarily decrease the required energy, contrary to popular belief.This can also be attributed to thermal mass benefit,control of air infiltration and construction details. Table 3 R-value Atlanta Denier Miami Minneapolis Phoenix Washington,D.C. Annual Cooling Loads[MBtu] 12.5 8.98 2.72 37.42 2.94, 32.68 5.65 15.0 8.53 2.48 36.61 2.77 31.51 5.29 20.0 1.93 2.14 35.85 2.47 30.20 4.83 29.0 7.41 1.83 34.86 2.18 28.62 4.39 37.0 7.42 1.92 34.58 2.20 28.36 4.41 Annual Heattinqgg Loads[MBtu] 12.5 25.05 48.33 0.94 80.27 7.46 41.68 15.0 23.73 45.99 0.84 77.14 6.85 39.90 20.0 22.292 43.43 0.713 73.92 6.051 37.83 29.0 20.54 40.32 0.61 69.73 5.27 35.24 37.0 20.11 39.58 0.61 68.39 5.34 34.51 Simulated heating and cooling energy required for ranch house built with the wood framed walls as shown in ORNL report"Whole Wall Rating/Label for HEBEL Wall Systems with Solid Autoclaved Cellular Concrete Bloch Part II-Dynamic Thermal Analysis"dated February 8,1999. These loads were then used to estimate the effective R-value which would be needed in ordinary construction to result in the same total heating and sensible cooling loads as the MATRIX wall system(with Rebel AAC)in each of the six climates as shown in table 2.0. �w insweer /A� T H E R M A L P E R F O R M A N C E UNDERSTANDING THERMAL MASS The resulting R-value is a steady R-value for HEBEL AAC wall multiplied by DBMS(Dynamic Benefit for Massive Systems).DBMS is a function of climate, building type and base envelope system.(i.e.,conventional 2x4 wood frame wall system)DBMS(Dynamic Benefit for Massive Systems)values for the HEBEL AAC wall were obtained by comparison between total loads necessary for heating and cooling the lightweight wood-frame building and the HEBEL AAC unit house for six U.S.climates and four building orientations.This factor accounts for not only the steady state R-value but also the inherent thermal mass benefit without considering air infiltration.Figure 2.0 and table 4.0 show DBMS values and effective R-value for HEBEL AAC walls when compared to other wall systems. Figure 2-DBMS values for HEBEL AAC Walls 3.0- 2.53 2.5 2.0 ' ' 1.84 1.67 N 1.62 m 1.5 1.43 0 1.0 0.5 0.0 Atlanta Denver Miami Minneapolis Phoenix Washington,D.C. Table 4-Dynamic thermal performance characteristics for HEBEL AAC units,two-core CMU and wood frame walls. HEBEL ACC wall Two-core CMU wall 2X4 Wood Stud Wall City steady Effective steady- Effective steady- Effective rate DBMS R-value rate DBMS R-value rate DBMS R-value R-value R-value R-value Atlanta 1.91 15.93 0.89 2.04 Denver 1.84 15.34 0.91 2.08 Miami 1.62 13.51 0.62 1 1,42 Minneapolis 8.34 1.43 11.93 2'0 0.57 1.31 12.5 1.0 12.5 Phoenix 2.53 21.10 1.46 3.34 Wa ington,D.C. 1.67 13.93 0.78 1.78 MATRIX PAAC g I UNDERSTANDING T H E R M A L P E R F O R M A N C E THERMAL MASS Ina review of the previous charts,the HEBEL AAC wall outperformed the other wall systems for the energy consumption by using the lowest energy demands and showed the highest effective R-value. Beyond the thermal properties already discussed thus far,tests of actual buildings have shown the air infiltration of a HEBEL AAC structure to be 63%less than a wood stud framed structure and 48%less than an uninsulated 8"CMU wall.The impact of this on thermal performance and the resulting whole building annual energy demands of a building constructed using either HEBEL AAC walls,CMU,or and frame walls were compared using different air-tightness values.Similar to earlier calculation,six climates were used for energy modeling and determination of the whole building energy demand of buildings with these different wall systems.Figure 3.0 shows that the increased air-tightness in houses constructed with MATRIX wall system using Hebel AAC significantly reduces the energy demand requirements. ■Atlanta ®Minneapolis ■Derrver p Phoenix ■Miami ❑Washington,D.C. 200 1 03 100 C 8 .1 83.2 80 68.2 p 71' 63.2 44.7 3.250.1 51.1 0.1 40 34.1 36. 34.0 F- 25.7 33.1 20 C 0.0 REBEL Two-core Steel stud Wood-framed Figure 3 Comparison of annual demands for different wall systems considering different air-leakage rates as shown in ORNL report°Whole Wall Rating/Label for HEBELWall Systems with Solid Autoclaved Cellular Concrete Blocks Part II-Dynamic Thermal Analysis"dated February 8,1999. According to the ORNL report,"the results of computer simulations for the six U.S.climates show that annual energy performance of the single family residence made of HEBEL AAC walls is superior in comparison with a similar house built using either two-core CMU,steel studs,or conventional wood- framed walls."On average,energy demands of the HEBEL AAC wall house are about 18%,36%,and 23%lower than similar houses constructed with wood frame walk,two-core CMU,and steel studs walls,respectively.Chart 1 shows that HEBEL AAC wall yielded the least operating energy cost when compared with other wall systems.In addition,as a result of lower demand an peak energy loads,the use of HEBEL AAC walls reduces the size of mechanical equipment as shown kr chart 2. w� �w ms4�lr AW—,M 9 /AM T H E R M A L P E R F 0 R M A N C E DESIGN AIDS Chart 1-Annual energy cost comparison for different wall systems. $1,400- $1,350 $1,300 $1,250 $1,200 $1,150 $1,100 $1,050 HESEL AAC Wall 2X4 Wood Stud Wall 2X6 Wood Stud Wall Metal Stud Wall CMU Wall R-11 R-19 R-13 Chart 2-Size of mechanical equipment(A/C Unit Capacity)for different wall systems 3 2.5 ftiftirtirtirti 2 �L':tir5,1L{S, 1.5 r•r•r•r•r• r•r•r•r•r• 1 r�r�r r�rti . f'�fti f�fti fti 0.5 rtiftiftrtirti ftiltitti}�rti ltiftiftirtir� 0 . Hebei AAC Wall 2 x 4 Wood Stud Wall Metal Stud Wall CMU Wall MATRIX PAAC 10 I DESIGN AIDS T H E R M A L P E R F O R M A N C E The example cited makes the point that HEBEL AAC products can offer the homeowner and the designer several important benefits if the material's thermal properties are used appropriately.To aid in that,this chapter of the Residential Application Manual provides the information needed by the design professional to understand and utilize the properties and design values that will result in the utmost thermal efficiency when using HEBEL AAC. For the mechanical engineer,included are simple design tools,tips and general directions to assist in design of residential projects.All tables and designs aids were developed by a mechanical engineering consulting firm and are based on current energy codes such as ASHRAE,Model Energy Code and State mandated code such as the Florida Energy Code.Step by step procedures are available for energy code compliance,load calculation and equipment sizing such as Manual J. For a copy of this information,please contact Customer Service at MATRIX PARC,L.P.office in Atlanta. Thermal Properties for Different HEBEL AAC Material Thermal Conductivity(K-value),R-value and U-value for HEBEL AAC Only Table 1 R-Value U-Value HEBEL AAC Density Thermal Thickness,in. Thickness,in. Type Pcf Conductivity 6 8 10 12 6 8 10 12 AAC 2.5 26 0.79 7.59 10.13 12.66 15.19 0.13 0.10 0.08 0.07 MC 2.5 32 0.96 6.25 8.33 10.42 12.50 0.16 0.12 0.10 0.08 MC 5.0 38 1.15 5.22 6.96 8.70 10.43 0.19 0.14 0.12 0.10 AAC 7.5 44 1.15 5.22 6.96 8.70 10.43 0.19 0.14 0.12 0.10 Thermal Conductivity(K-Value),R-Value and U-Value for HEBEL AAC,Exterior and Interior Plaster Table 2 R-Value U-Value HEBEL AAC Density Thermal Thickness,in. Thickness,in. Type pcf Conductivity =8 10 12 6 8 10 12 AAC 2.5 26 0.79 8.91 11.45 13.98 16.51 0.11 0.09 0.07 0.06 MC 2.5 32 0.96 7.57 9.65 11.74 13.82 0.13 0.10 0.09 0.07 AAC 5.0 38 1.15 6.54 8.28 10.02 11.75 0.15 0.12 0.10 0.09 AAC 7.5 44 1.15 6.54 8.28 10.02 11.75 0.15 0.12 0.10 0.09 •R-value=ReN(0.11)+Rurp.,(0.36)+RgB[IAx+R,,p dO..11)+R,wk(0.68) 3 w %A M ti I DESIGN AIDS T H E R M A L P E R F O R M A N C E Thermal Conductivity(K-Value),R-Value and U-Value for HEBEL AAC,Brick Veneer and Interior Plaster Table 3 R-Value U-Value HEBEL AAC Density Thermal Thickness,in. Thickness,in. Type pcf Conductivity 6 8 10 12 6 1 8 10 12 AAC 2.5 26 0.79 10.00 12.54 15.07 17.60 0.10 0.08 0.07 0.06 AAC 2.5 32 0.96 8.66 10.74 12.83 14.91 0.12 0.09 0.08 0.07 AAC 5.0 38 1.15 7.63 9.37 11.11 12.84 0.13 0.11 0.09 0.08 AAC 7.5 44 1.15 7.63 9.37 11.11 12.84 0.13 0.11 0.09 0.08 R-value=Rye;-(0.17)+R4.&it(0.44)+RA;,p.I-(1.0)+RrfftAx+Ra„#,,,(0.11)+R;w*j,(0.68) Thermal Conductivity(K-Value),R-Value and U-Value for HEBEL AAC,Exterior Plaster and Glued Gypsum Board Table 4 R-Value U-Value HEBEL AAC Density Thennal Thickness,in. Thickness,in. Type pd Conductivity 6 8 10 12 6 8 10 12 AAC 2.5 26 0.79 9.25 11.79 14.32 16.85 0.11 0.08 0.07 0.06 AAC 2.5 32 0.96 7.91 9.99 12.08 14.16 0.13 0.10 0.08 0.07 AAC 5.0 38 1.15 6.88 8.62 10.36 12.09 0.15 0.12 0.10 0.08 AAC 7.5 44 1.15 6.88 8.62 10.36 12.09 0.15 0.12 0.10 0.08 •R-value=R er(0.17)+Rxpf,(0.36)+RifgflAc+R&pwl(0.45)+Rjj*&(0.68) Thermal Conductivity(K-Value),R-Value and U-Value for HEBEL AAC,Exterior Plaster,Furring and Gypsum Board Table 5 R-Value U-Value HEBEL AAC Density Thermal Thickness,in. Thickness,in. Type pd Conductivity 6 8 10 12 6 8 10 12 AAC 2.5 26 0.79 10.20 12.74 15.27 17.80 0.10 0.08 0.07 0.06 AAC 2.5 32 0.96 8.86 10.94 13.03 15.11 0.11 0.09 0.08 0.07 AAC 5.0 38 1.15 7.83 9.57 11.31 13.04 0.13 0.10 0.09 0.08 AAC 7.5 44 1.15 7.83 9.57 11.31 13.04 0.13 0.10 0.09 0.08 •R-value=Ref(0.17)+Rurp.�w(0.36)+Rffg,Ax+R&fwl+"(1.4)+Rjs�**(0.68) MATRIX PAAC 12 1 T H E R M A L P E R F O R M A N C E Specific Heat(s)and Heat Capacity(HC)for REBEL AAC,Exterior and Interior Plaster Table 6 Heat Capacity HEBELAAC Density Specific Thickness,in. Type pcf Heat 6 8 10 12 AAC 2.5 26 0.25 4.00 5.08 6.17 7.25 AAC 2.5 32 0.25 4.75 6.08 7.42 8.75 AAC 5.0 38 0.25 5.50 7.08 8.67 10.25 AAC 7.5 44 0.25 6.25 8.07 9.92 11.75 Specific Heat(s)and Heat Capacity(HC)for REBEL AAC,Exterior Plaster and 1/2"Drywall Table 7 Heat Ca pacity HEBEL AAC Density Specific Thickness,in. Type pcf Heat 6 8 10 12 AAC 2.5 26 0.25 4.28 5.36 6.45 7.53 AAC 2.5 32 0.25 5.03 6.36 7.70 9.03 AAC 5.0 38 0.25 5.78 7.36 8.95 10.53 AAC 7.5 44 0.25 6.53 8.36 10.20 12.03 Specific Heat(s)and Heat Capacity(HC)for REBEL AAC,Brick Veneer and Interior Plaster Table 8 Heat Capacity HEBELAAC Density Specific Thickness,in. Type pcf Heat 6 8 10 12 AAC 2.5 26 0.25 12.51 13.59 14.68 15.76 AAC 2.5 32 0.25 13.26 14.59 15.93 17.26 AAC 5.0 38 0.25 14.01 15.59 17.18 18.76 AAC 7.5 44 0.25 14.76 16.59 18.43 20.26 mac -__ 13 /AM i T H E R M A L P E R F O R M A N C E Specific Heat(s)and Heat Capacity(HC)for HEBEL AAC,Brick Veneer and Glued Drywall Table 9 HeatCapacity HEBELAAC Density Specific Thickness,in. Type Pcf Heat 6 8 10 12 AAC 2.5 26 0.25 12.79 13.88 14.96 16.04 AAC 2.5 32 0.25 13.54 14.88 16.21 17.54 AAC 5.0 38 0.25 14.29 15.88 17.46 19.04 AAC 7.5 44 0.25 15.04 16.88 18.71 20.54 &idc 4" DffWty=135 pd, Sp drKheat=0.20Btvllb,OF ti i i MATRIX PAAC 14