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HomeMy WebLinkAboutBuilding Permit #214 - 325 BERRY STREET 9/18/2007 µORT/1 BUILDING PERMIT ,bqa E ®� TOWN OF NORTH ANDOVER 32 '` '` ` " '° ° 0 r PPLICATION FOR PLAN EXAMINATION x Permit O: Date Received 711497 ' q044TEO♦Pf,�.(y P� SSACHUS� Date Issued: IMPORTANT:Applicant must complete all items on this page LOCATION SZS 6-C(Y' S Pf;�'JQL PrintPROPERTYOWNERL Print MAP N0: PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building ne fa r-Aff5d-n Two or more family Industrial er'at ion No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolit' n Other 4aoterISJ� Floodplain Wetlands Watershed District DESCRIPTION OF WORK TO BEP EFORMED: �>> 1 i2 1 h ci v\ -� I(- rc �rZ Identification Please Type or Print Clearly) OWNER: Name:_ �9u L Phone 77 `''5 Address: 25 ef" S) CONTRACTOR Name Fi,arz ,, "�-phone: 5 C 0'3 63 ) i Address: t 2'S r1-L Y9n S"—oz C1 o !M11 C J el Supervisor's Construction License: CS o--)U`3 �( � Exp. Date: Home Improvement License:_ 7 Z Exp. Date:_2 — \ \ O 2 ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. �— II Total Project Cost: $ �� �j FEE: $ Check No.: Receipt No.: �/U(0d NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/Owner V% T �^ ignature of contractor�--- Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales Food Packaging/Sales Private(septic tank,etc. Permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT COMMENTS DATE REJECTED DATE APPROVED CONSERVATION 4!A7y G7 `�� COMMENTS V�(qV� aP,- j DATE REJECTED DATE/A ROVED / A--HEALTH -7 COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature &Date Driveway Permit Located at 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS ,NORTIy Town of _ �� Andover O ``per_ lwu;.+.•. •nr`v'v`�'R• No. 0 o dower, Mass., lkL d*W �( T QLAKE C /1 COC HIC HE WICK V �� ADRATE D P'Pa,`�5 S BOARD OF HEALTH PERMIT ,T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT......... .. Ole—�......ir.�.�....... .............. ......... ........................................................ Foundation has permission to erect.............:......;.................... buildings on ...31. ....... S ........ Rough 1.to be occupied as......./61 .4;4........ ... ............R.......................................................................I.,.............. Chimney e provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUC T TS ................ Rough ...... ... .... ........................... Service BUILDING INSPEC 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. a -P A� Board of Building Regulations and Standards One Ashburton Place - Room 1301 Boston, Massachusetts 02108 Home Improvement Contractor Registration Registration: 123392 Type: Supplement Card Expiration: 2/11/2009 US REMODELERS INC-d.b.a FACELIFTER DAN FARRELL 405 STATE HIGHWAY 121 BYPASS STE, 2 LEWISVILLE, TX 75067 Update Address and return card.Mark reason for change. DPS-CA1 a'y 50M-05/06-PC8490 Address 0 Renewal [—] Employment Lost Card �'le-�Jo�.naiuuea�c a��/�if.Qaoac/zuaella Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration:- 123392 Board of Building Regulations and Standards Expiration: 2/11/2009 One Ashburton Place Rm 1301 Type: Supplement Card Boston,Ma.02108 US REMODELERS INC-d.b.a FAC MFFAWRELL 405 STATE HIGHWAY 121 BYPAS EE%b&E,TX 75067 � ` Administrator Not valid without signature > v1J BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 070960 Birthdate: 09125/1966 t� - Expires: 09/25/2007 Tr.no: 4319.0 Restricted: 00 DANIEL H FARREU 3-- 101 POPLAR ST `' G TEWKSBURY, MA`01$76 Commissioner i - .: I A CORD. CERTIF ICATE'OF�I,IABILITYr INSURADATE(MM DD YY) NCE` oa/oa/oY PRODUCER Aon Risk Services, Inc. of Virginia THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY 7325 Beaufont springs Drive AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS Suite 300 CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE Richmond VA 23225 USA COVERAGE AFFORDED BY THE POLICIES BELOW. PHONE-(866) 283-7124 FAX-(866) 430-1035 INSURERS AFFORDING COVERAGE INSURED INSURER A: American Guarantee & Liability Ins Co U.S. Remodelers, Inc. INSURERB: National union Fire Ins Co of Pittsburgh Attn: Stephen Thompson 405 State Highway 121 Bypass INSURER C: American Home Assurance Co. Building A, Suite 250 Lewisville TX 75067 USA ?«: INSURER D: i C INSURER E: d COVE S This Certificaieds:not intended tospecify all endorsements.cowry es,terms conditions and exclusions o£the policies shown. �• THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS O DATE(,*1M\DD\YY) DATE(MM\DD\YY) n N B GENERAL LIABILITY GL1774139 04/02/07 04/02/08 EACH OCCURRENCE $1,000,000 `'1 General Liability 00 X COMMERCIAL GENERAL LIABILITY00 FIRE DAMAGE(Any one fire $250,000 c I rm ry CLAIMS MADE I A I OCCUR MED EXP(Any one penon) $5,000 O n PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRO- PRODUCTS-COMP/OP AGO $2,000,000 POLICY ID JECT LOC Z a B AUTOMOBILE LIABILITY CA 8262349 04/02/07 04/02/08 u Business AUtomobi 1 e COMBINED SINGLE LIMIT rw, ANY AUTO (Ea accident) $1,000,000 i X ALL OWNED AUTOS d BODILY INJURY V SCI IEDULED AUTOS (Per person) X 1HREDAUTOS BODILY INJURY X NON OWNED AUTOS (Per accident) PROPERTY DAMAGE (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT ANY AUTO OTHER THAN EA ACC AUTO ONLY AGG A EXCESS LIABILITY AUC534554902 04/02/07 04/02/08 EACH OCCURRENCE $10,000,000 X Umbrella OCCUR ❑ CLAIMS MADE AGGREGATE $10,000,000 DEDUCTIBLE RETENTION B WORKERS COMPENSATION AND WC7171490 04/02/07 04/02/08 X WCSTATU- OTI-I- EMPLOYERS'LIABILITY workers Compensation - AOS TORY LIMITS ER B WC7171491 04/02/07 04/02/08 E.L.EACH ACCIDENT $1,000,000 0 Workers Compensation - CA E.L.DISEASE-POLICY LIMIT $1,000,000 C wC7171493 04/02/07 04/02/08 Workers Compensation - TX E.L.DISEASE-EA EMPLOYEE $1,000,000 OTHER r.� DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENTlSPECIALPR0VISIONS Cancellation Provision shown herein is subject to shorter or longer time periods depending on the jurisdiction of, and reason for, the cancellation. alr3t MT-WIC' 'FI HOLDER'. x. ANCELL TION" - For Information Purposes only SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,TI IE ISSUING COMPANY WILL ENDEAVOR TO MAIL TX 00000 USA 30 DAYS WRITTEN NOTICE TO TI IE CERTIFICATE HOLDER NAMED TO TI IE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON TI IE COMPANY,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE r' 4 The Commonwealth of Massachusetts Department of.Industrial Accidents Y Office of Investigations . _ d 600 Washington Street t Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): U 1z 11 U D rL.�-g-S 1PJ Address: City/State/Zip: '4,7130-v-OCHI &_o) '? 'hone #: 509-836 3 1 ) A Are you an employer? Check the-appropriate box: Type of project(required): 1.[ I am a employer with Z5 t 4. ❑ I am a general contractor and I 6. E] New construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers'comp. insurance 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions required.] officers have.exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL 1!J-] Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.N OtherrC.Y` comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for ncy employees. Below is the.policy and job site information. Insurance Company Name: C11`' Policy#or Self-ins. Lic. #: & 2 17 IM 1 0 Expiration Date: _Z— Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of cruninal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator:-Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA-for insurance coverFig .v erification. I do here under the pains es rf ty that the information provided above is true and correct- Sim orrectSi a / 312 � Date: Phone#• � _ (�_� 1 2 ' - Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority (circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: ,e Information and. Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hue, express or implied,oral or written." An employer is defined as"an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s) name(s), addresses) and phone numbers) along with their certificate(s) of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP) with no employees,other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised.that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or.town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Departmeot has provided a space at the bottom of the affidavit for you to fill out in—the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the perrrdVlicense number which will be used as a reference number. In addition, an applicant that must submit multiple pemutllicense applications in any given year, need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" the applicant should write"all locations in (city or town)." A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 5-76-05 I.AND WOVER9 MASS. �, S BUILT" SANITARY DISPOSAL SYSTEM RRY STREET RIDING REALTY TRUST I& FAMILY MUTUAL SAVINGS SAW DATE 99PTEVOER 25,199.1 LOT t A M. LOT 3 A. UP AND-OASO S.F.± Ofi i \\ / i C ""'CTAti A THE'AS BUIL"GOND ; IINS .;F 0- SYS'EM INSTALLED ON TpE VAS DONE W SUBSTANTIA' JE705T- FOR HE DESIGN P ANS ,iN4TH4N 'HE C;O�4STRi3L 1i ;tom Tt C A JOB OF THIS TYPE LOT 6A DATE 1SSOCIA.TES IWC (ORS-SAND USE PLANNERS LOAD J S ROUTE n , USETTS r MORTGAGE INSPECTION PLA 3 -A BERRY STREET No. ANDOVER , MASS . SCALE: I"-- I00 ` OCTOBER 16 , 1991 WILLIAM G. TROY R£G/STERED LAND SURVEYOR 12 EUCLID ROAD -TEWKSBURY, MASS. (43 .06' V, co 131 ,792 S.f. �o / 2 i. EXISTING N ,� DWELLING m 0 0 0 21. 22' ry Ni 3I. 9I' BERRY STREET I HEREBY CERTIFY TO THE TITLE INSUROR AND TO THE BANK THAT jHE DWELLING IS LOCATED ON THE LOT AS SHOWN AND THAT IT DOES CONFORM WITH THE TOWN OF NO. ANDOVER ZONING, REGULATIONS �`{''yi� 'f ��'" '• REGARDING SETSACXS FROM STREETS AND LOT LINES. I FURTHER CERTIFY THAT THIS DWELLING IS NOT LOCATED I IN FEDERAL FLOOD HAZARDTHE�AREA AS SHOWN Obi MAP DATED JUN. 5 Iggg _ REGISTERED LAND SURVEYOR 1� THiS PLAN FOR 4AORTGAGE PURPOSES -NOT FOR BOUNDARY _... t_ DETER_MINArjo 11 '~• BOUNDARY INFORMATION TAKEN FROM:I oil Man M.N.R.D. PLAY fi89Z N'f '„, HORIZONTAL STARTING POINT VERTICAL STARTING POINT 0'-6"BELOW DOOR 4'-0"PAST LEFT CORNER OF HOUSE THE RAIL POST ASSEMBLIES ARE 4'RAILING TO BE SPACED AT 70"oc MAXIMUM (SEE DETAIL P1 1 2"x4"RAIL CAP ON DECK PERIMETER BAND. NAILED WITH 2 NAILS IN EACH POST 2"x4"RAIL C 2'z2"PICKETS 2"x4"RAIL POST AND 1 NAIL EVERY 12"oc INTO X TOP RAILING PLATE. 2"x4"RAIL PLATE MAILED WITH 3 NAILS IN A X INTO EACH RAILING POST. 2"x4'RAIL PLATE 2"x4"POST JACK NAILED WITH 2 NAILS EVERY 10"oc(TOTAL OF 6 NAILS PER POST 2"x4'RAIL POST JACK)INTO EACH RAILING POST. NAILED WITH 2 NAILS EVERY 2"oc ITOTAL OF 8 NAILS PER POST) 2'x10"DECK BAND X UNDERSTRUC HE PERIMETER 2'x10'DECK L APPROX.48" L APPROX.48" L \2"x4'POST X SUPPORT 2"x4"POST SUPPORT STAIRWAY T GRADE X NAILED WITH 2 NAILS EVERY 3/8"x4"AND 3/8"x6" �RAUIRO TO BE vma 2"x2"PICKETS SPACED LESSWITH THAN N (SEE DETAIL v 6"oc(TOTAL OF 6 NAILS PER DOUBLE HOT DIPPED DEC S TO NA7aH 4"APART,AND NAILED WITH AI 2-1/2 /\ POST SUPPORT)INTO RAIL POST. GALVANIZED PLATED LAGS STYLE. GALVANIZED RING SHANNED NAILS WASHER CONNECTING 2"x4" PER 2"x4"RAIL PLATE. �1 v RAIL POST TO FRONT BAND X /� 2•x10"DECK BAND �P1 TRADITIONAL RAILING DETAILS 1 NOT TO SCALE DESM Exp M&LIVE LDAD 12'RAILING B'RAILING X (SEE DETAIL P1 I (SEE DETAIL P1 I X X X X PERlOTER xW PERNITERj- A PEJi1OTIM MINIMUM OF(21-1"x4"WIND 16'RAILING HAND x4 HANDBRACES ARE TO RUN DIAGONALLY (SEE DETAIL P1) ex4 L1ncERLA 9/8'xe' OO 3/8'x4'FROM THE CANTILEVER TO THE �F, LAG BILrs V�c.� LAG SILTS X4LT FRONT BAND. THE WIND BRACES ��1ex6 �`2EM ARE TO BE NAILED INTO THE BOTTOMEDGE OF EACH OVERLAPPING MEMBERS S S1Li�1 WITH THREE 3"GALVANIZED SCREW SHANK NAILS. 1 1 6/ �ONE OF THESE OPTIONS WILL IE USED FOR ALL STAIRS OIDTRINGER N BOTH SES WHERE SATTACHES-BEtx. VINYL FLASHING TO BE USED GRASPABLE HANDRAIL TO CONSIST OF A 2"4"PICKET MOUNTED BETWEEN 34"-38•FROM THE STRINGER WITH STAIR PAD IS TO BE SET LEVEL ON THE WHEN APPLICABLE TO CHANNEL HANDRAIL BRACKETS EVERY 6'. TOP AND BOTTOM OF GROUND AND NAILED INTO EACH STRINGER WATER AWAY FROM HOUSE. APPROXIMATE ELEVATION 4'-1" HANDRAIL IS TO TURN BACK INTO RAIL PLATE. WITH 6 NAILS 3/8"x6"LAG BOLT TO ATTACH EACH STRINGER TO DECK 5/4"x4"DEIXING 2"x4"RAILING CAP IS TO BE - POST/ FOOTER FRAMING/ UNDERSTRUCTURE RAILING AND STAIR LOCATION NAILEDSANDNAI INTO EACH ED INTO 2'x4'2'x4"BAND 3"NAILS AND NAILED INTO THE TOP RAILING PLATE WITH 2'x4"TOP 1 NOT TO SCALE DECK DESIGN EXCEEDS 601b.LIVE LOAD ONE NAIL EVERY10"oc RAIL PLATE 2"z10'KICKPLATE ,,,2.x4"BOTTOM 2"x12"TREAD RAIL PLATE g/4"x4"NAILER STAIRS HAVE 11-5/8'TREADS WITH 7-5/8" BOARD RISERS EACH TREAD IS FASTENED TO THE STRINGERS WITH 3"NAILS 2"z4"RAILING POST IN EACH END. THE STAIR RAILING POSTS ARE NOTE:STEP 2' TO BE WRAPPED MAILED INTO THE STRINGER WITH WITH RIPPED PER FIEIO'AS 6 NAILS,AND INTO BOTH THE RAIL NECESSARY PER FILO CONDITIONS PLATES WITH 3 NAILS EACH. 2"x4"TREAD CLEATS STAIR PAD DETAIL TREADS ARE SUPPORTED BY (FE- 2"x4"CLEATS WHICH ARE TO 2"x12"STRINGER BE ATTACHED TO THE STRINGERS WITH 3"NAILS AND(2)3/8" THE STAIRCASE IS TO HAVE 121 2"x12" x 2-1/2"LAGS PER CLEAT. STRINGERS,ONE ON EACH SIDE. EACH STRINGER IS TO BE TOE-NAILED INTO THE DECK WITH 3"NAILS AND INTO THE THIS SPACE THIS SPACE STARPAD WITH 3"NAILS.NOTE:(STANIWAy ILLUMINATION 2"x10"TREAD PER CURRENT CODEI 2"x12"STRINGER ` 2"x2"RAILING PICKETS 3/8"x4 DOUBLE HOT eN SPACED LESS THAN 4"APART AND DIPPED GALVANIZED I PLATE NAILED WITH(2)2-1/2"NAILS PER PLATED LAG BOLT 2"x4"CLEAT STAIR PAD 2"x4"RAIL PLATE (SEE DETAIL®I LEFT BLANK LEFT BLANK T x4"BACKER PLATE NMI GRADE 2"x4"1 POST 13 LAMINATED N0. = THE BACKER PLATE IS NAILED 21 X'(N OF A1,gSs TO THE RAILING POST WITH 3-NAILS, 8•x15"CONCRETE FOOTING =4'�7 INTO THE RAIL PLATES WITH 3"NAILS, (FACTORY PRECAST 3000 AND INTO THE STRINGER WITH 3"NAILS X fid' G4" CONDITIONSIONTRO ED t LEttaN�LJ pQ AND.FOOTER DETAIL 48' �t �N A'H LAMINATED NOT TO S E A L SINTENTI❑NALLY INTENTIONALLY (SEE DETAIL � N NO 4273 8.05"CONCRETE FOOTER ISEE DETAIL ) /—QNSTAIR DETAILS UP TO 6'-8'ELEVATION&48'WIDE,WITH EXTENDED PAD 9F- 13 NOT TO SCALE DESIa+oa®S yam.UVe LOAD FsStp BURKE 1 982495 ECK DI10 CIN O RT- E DEP❑ PAGE: 2 OF 2 OCOPYRIGHT 2000 US REMODELERS INC. ALL HOUSEPLATES ARE TO BE SUPPORTED BY 4"x6"OR 6'x6" TRIPLE LAMINATED POSTS AT THE HOUSE OR BY A DOUBLE 2"x10"CANTELEVER SYSTEM OFFSET FOM HOUSE,DEPENDING UPON FIELD CONDITIONS. (SEE DETAIL(D) 2"x10"HOUSE PLATE 3/8z4"DOUBLE HOT DIPPED GALVANIZED EXISTING TOP PLATE LAG L WASHER @ 16"oc 1/2"EXISTING SHEETING GRA(L TO BE CONNECTED TO R 2"z4"LEDGER GIRDER BEAM HOUSE USNG A 3/8"z4"LATS 3/8'EXISTING SIDING QROAIVN�ILQN" VINYL FLASHING ON Bc L SEE WTALS TOP OF HOUSE PLAT 3/8"x4'DOUBLE HOT DIPPED EXIST NG 2"x4" GALVANIZED LAG PLAT HOUSEPLATE A1LtNG AROUND 3/8"DOUBLE HOT DIPPED A& B ATTACHMENT c LCE DECK GALVANIZED WASHERS EXISTING SILL PLATE ' oEr�A 3/8"x6"DOUBLE HOT DIPPED 3/826"DOUBLE DIPPED HOT n RAILING GALVANIZED LAG HOUSE BAND IS NOT TO SUPPORT SIDE BAND GALVANIZED LAG 6 WASHER @ 16"oc r DETAILS GALVANIZED DOUBLE HOT DIPPED ANY OTHER LOAD OTHER THAN ITS' GALVANIZED LAG OWN WEIGHT. THE LAG PENETRATION 2"x4"LEDGER THE LAG SPACING IS ONE 4'LAG AND INTO EXISTING HOUSE BAND WILL BE A MINIMUM OF 1-3/4"AND A MAXIMUM ONE 6"LAG ON EACH END OF THE HOUSE PLATE AND THEN ONE 4"LAG IN 2"x10"HOUSE PLATE 3". ALL LAG BOLTS AND ONE 6'LAG EVERY 16"oc INSTALLED USING AN ELECTRICAL TRIRI CAL EXISTING CONCRETE IMPACT WRENCH WITH A MIN.TORQUE FOUNDATION OF 11OFT:LBS eIHIQUV --- B azo SEE DETAIL MODULE 4'x4'DECKING MODULE RECESSED G DETAILS INTO UNDERSTRUCTURE AND PLATES SPACED SUPPORTED BY WOOD ON WOOD TRUSS TRUSSAPPROX.EVERY SPACED CONNECTION WITH GIRDER BEAM LEDGERS AND FASTENED WITH TYPICAL FRAMING MEMBER (2)3"NAILS EVERY 10'oc g r RI OT PLTES ON BOTH SI1DE5 DR UNOTCH Sa°amu 20 GAUGE GALVANIZED & POST TRUSS PLATE INSTALLED Rio" I K DETAILS 2"x4"LEDGER ON BOTNOTCHED ENO D WITH 10 TON PRESS HOUSE PLATE 77 33 G �y NfZE 2'x4"EDGER S5REW SHANK NAILS sEE OETAIIs 8 c-c. SEE 2"x4"LEDGER OET� & C UNDERSTRUCTURE (a 1 STAIRWAY C L DETAILS DETAILS OTCHED BEAMS FORM A WOOD ON WOOD CONNECTION WITH THE 2"x4"LEDGERS OF CONNECTING BEAMS. (813"GALVANIZED SCREW SHANK NAILS TO BE TOE-NAILED INTO EACH HOUSEPLATE OR CONNECTING BEAM. FRONT BAND 2"xio•cRoss Jolsr NOTE--SEE DETAIL®FOR: WITH 2"x4"LEDGER 111 POST AND FOOTER LAYOUT 2"x4"LEDGER 2"x10"GIRDER BEAM 2•x10"SIDE BAND (2)FRAMING AND UNDERSTRUCTURE LAYOUT WITH 2"x4"LEDGER WITH 2"x4•LEDGER (3)RAILING LAYOUT IMAX JOIST SPAN 16'-0"1 CONTAINS TRUSS PLATES C FRAMING/UNDERSTRUCTURE CONNECTION DETAIL 2'x10•FR.EDGER 45-3/4" CONT AINSTRUSSPLATES ISOMETRIC DRAWING ea+aHEpASIpDACIrNgNEI I I U SLALt DESIGN EXCEEDS 601b,LIVE LOAD LATERALLY BETWEEN POST 20 GAUGE GALVANIZED TRUSS 2"x10"GIRDER BEAM SIDE 1/8"WATER t GIRDER B 4AMENOTCH.NNSTALLED BAND,OR CROSS JOIST DRAINAGE GAP NAIL R BOARD � B�1ARD y WI A 1 TON P SS. „ " " 5/4"x4"DECKING 55/ KING•ING _ DESIGNER DEC DE� • lalffillblj;u . y y/6• l NOTE; FRAMING LUMBER TO BE SOUTHERN LEf��ER b0AR0 1-3/jNAILS wRE""TION IrrP.1 PINE NO,1 EXCEPT"FOR ALL STRUCTURAL t6'MAXIMUM LENGTH MEMBERS SPANNING OVER 8'-0"ARE TO BE 2•x4"LEDGER/ TWO 3"GALVANIZED SCREW US REMODELERS DECKS,ENCLOSURES,AND GAZEBOS ARE NOT INTENDED TO SUPPORT HOT TUBS AND SELECT STRUCTURAL WITH Fb-2050 PSI. SHANK NAILS B"c-c SWIMMING/BABY WADING POOLS. A SPECIAL SUPPORT PACKAGE IS REQUIRED FOR ADDITIONAL DECK.BOARDS TO BE 5/4"x4" E D S U U S Y SUPPORT BEFORE ADDING THESE TYPES OF PRODUCTS OR ANY OTHER HEAVY UNITS NO,2 STANDARD GRADE SOUTHERN PINE. NOT TO DESIGN EXCEEDS bow LIVE LOAD �G1 MODULE INSTALLATION WITH FRAMING OVERVIEW LUMBER I TREATED WITH PRESSURE TREATED \���CAL oEs191Ex0Em56ab LIVE LOAD NON-ARSENIC BASED PRESERVATIVE TO �_ "-"-- THE REQUIREMENTS OF AWPA C2-92. 2"x10"HOUSE NOTE:2000 lb.SOIL BEARING COMPACITY SEE DETAILmAND6QD�FORPOST 2"x10"SIDEBAND PLATE X-BRACING TO BE USED IN DECKS OVER 14'-0" CONNECTION T0UNDERSTRUCTURE. p 'p TREATED LUMBER BELOW GRADE WILL BE FRONT BAND NMICC,� A.60 OR GREATER RETENTION LEVEL 2"X10"FRONT RANO 141 3•NAILS,TOE- )DETAIL®1 NAILED INTO CANTEEVER BEAK 3/8•x4"DOUBLE HOT DOPED GALVANIZED 2•x6•BACK JACK LAG WITH WASHER AND(213•NAILS 2"x4'LEDGER THE NAIL PATTERN CONNECTING 6"x6" I THE POST FORMS IS TO BE 3 NAILS 8'oc DECK POST TO DECK 3/8'x4•DOUBLEHOT A WOOD ON WOOD INTO THE INNER JACK 3/8'x6"DOUBLE UNDERSTRUCTURE DIPPED GALVANIZED CONNECTION WITH HOT DIPPED FOUR 3'GALVANIZED LAG WITH WASHER THE UNDERSTRUCTURE. GALVANIZED S SCREW SHANK NAILS AND(213"NAILS NyA OF MAS 2"x6"FACE JACK ANp WA H S SPACED EVERY 10"cc. CONNECTING 6'x6" 6") DOUBLE 2'x6' DECK POST TO DECK �MIN� -f OS� E �'P �C CANTELEVER SUPPORT• TWO 2"x10'5 UNDERSTRUCTURE p ox cMMAAAX�U„LCUTMING OUT 'pe NAILED WITH 2 NAILS CANTEEVER BEAM A� 4p) NGU R NB E982495 EVERY 6'oc(TOTAL OF 10 T ALL LUMBER W/GROUND B ��,�,�- 2"z6"INNER JACK PAST PER SUPPORT)INTO AON�O OR GREATER PE�NIT MlltleEA �� Q L.t-mm! t8"MIN. t8'MIN. �� ' RETENTION LEVEL 8-10-07 THE:NAIL PATTERN spy/ STREET CITY No. IS TO BE 3 NAILS gg��66 tt��pp��PP��EE ZZ �R�E 8"z1s"CONCRETE 8"x15"CONCRETE 325 BERRY STREET NORTH ANDOVER 8'oc INTO FACE JACK LAMINATEOPo56.1 FOOTING(FACTORY FOOTING(FACTORY CMAITYCUIL �Q UNDER CPRECASr TROL ED3000 I UNDER CO TROLLED S.I. R T � r ROM sPa o� ►� ESSEX MA 01845 Cil PpEETTA� ��ppNN ������ EERR xx66 CONDITIONS) CONDITIONS) DUAN BOON M'RAWN Y ICC LEGA O1�T 11 F N ~ E x116"X6"(TRIPLE 2"x "1 POST CONSTRUCTION ��1POSTICONNECTION.ANO�FOAIR �K1R��$I nNA ?R 6"XR_ DECK DIVISI❑N FOR HOME DEPOT \,VNOT TO SCALE Eros 60h LIVE I= 1 OT TO SCALE EX®s Gas LVE LOAD 0 $ L EXCEEDS Gab.LIVE LOADPAGE 1 1 0 F 2 1041 CANNONS COURT WDDDHRIDGE, VA 22191 0 COPYRIGHT 2000 US REMODELERS INC. ALL HOUSEPLATES ARE TO BE SUPPORTED BY 4'x6'OR 6"R6" TRIPLE LAMINATED POSTS AT THE HOUSE OR BY A DOUBLE 2"x10"CANTELEVER SYSTEM OFFSETOM HOUSE,DEPENDING UPON FIELD CONDITIONS. (SEE DETAIL) 3/8x4"DOUBLE HOT DIPPED GALVANIZED 2"z10"HOUSE PLATE LAG 6 WASHER @ 16"oc EXISTING TOP PLATE 1/2"EXISTING SHEETING I(I TIN• 2"z4"LEDGER GIRDER BEAM RAO WG TO BE CONNECTED TO 3/8"EXISTING SIDING O R AN'� }(OUSE USING A 3/8"r4"LAG BE VINYL FLASHING ON TOP OF HOUSE PLAT 3/8"x4"DOUBLE HOT DIPPED RIMING 2"x4" AILING AROl7Nl1 GALVANIZED LAG PLAT 3/8'DOUBLE HOT DIPPED (A�-&_�BoTTACHMENT LET '1JE€cSEE GALVANIZED WASHERS EXISTING SILL PLATE I DETAIL ( ) RAILING 3/8"x6"DOUBLE HOT DIPPED yp�p SIDE BAND 3/8x6"DOUBLE DIPPED HOT r DETAILS GALVANIZED LAG HOUSE BAND IS NOT TO SUPPORT GALVANIZED LAG 8.WASHER @ 16"oc 3/8"x4"DOUBLE HOT DIPPED ANY OTHER LOAD OTHER THAN ITS' GALVANIZED LAG OWN WEIGHT. THE LAG PENETRATION 2"x4"LEDGER THE LAG SPACING IS ONE 4"LAG AND INTO EXISTING HOUSE BAND WILL BE ONE 6"LAG ON EACH END OF THE 2"x10"HOUSE PLATE OF 3NIMALL LAG BOLTS TO BE MAXIMUM HOUSE PLATE AND THEN ONE 4"LAG INSTALLED USING AN ELECTRICAL AND ONE 6"LAG EVERY 16"oc EXISTING CONCRETE IMPACT WRENCH WITH A MIN.TORQUE FOUNDATION OF 11OFT:LBS eA ___ BOT T Pj0T`LAG BOLT SPACING L ��JNOT TO SCA UVE 5 SEE DETAIL MODULE 4'x4'DECKING MODULE RECESSED �„ U DETAILS INTO UNDERSTRUCTURE AND TRUSS PLATES SPACED SUPPORTED BY WOOD ON WOOD ,,*r CONNECTION WITH GIRDER BEAM APPROX.EVERY 8'oc LEDGERS AND FASTENED WITH (213*NAILS EVERY 10'oc. {� TYPICAL FRAMING MEMBER ED LATEIOPN BOT♦151DE5 OF NOTCH ��µ 20 GAUGE GALVANIZED POST pp x10"NOTCHED TRUSS PLATE NSTALLED RIO" I & K DETAILS 2'x4'LEDGER ON BOTH ENDS WITH 10 TON PRESS HOUSE PLATE TWO 3"GALVANIZ€D 2"x4•LEDGER Sf§REW SHANK HAILS sEE DETAILS 8 c-c. FOETAL C & UNDERSTRUCTURE 2"x4"LEDGER E r 1 STAIRWAY L DETAILS lal DETAILS OTCHED BEAMS FORM A WOOD ON WOOD CONNECTION WITH THE 2"x4"LEDGERS OF CONNECTING BEAMS. (8)3"GALVANIZED SCREW SHANK NAILS TO BE TOE-NAILED INTO EACH HOUSEPLATE OR CONNECTING BEAM. FRONT BAND 2"z1a"Caoss Jolsr NOTE--SEE DETAIL®FOR: WITH 2'x4"LEDGER 111 POST AND FOOTER LAYOUT 2"x4"LEDGER2"x10'GIRDER BEAM 2"x10"SIDE BAND (2)FRAMING AND UNDERSTRUCTURE LAYOUT WITH 2"x4"LEDGER WITH 2•x4"LEDGER (3)RAILING LAYOUT IMAX JOIST SPAN 16'-0") CONTAINS TRUSS PLATES C FRAMING/UNDERSTRUCTURE CONNECTION DETAIL 1 2"x10'FRONT BAND ON ONE SIDE ONLY (4)STAIR LAYOUT DESIGN EXCEEDS Eft LIVE LOAD WITH 2'x4'LEDGER 45-3/4" CONTAINSTRUSS PLATES ISOMETRIC DRAWIN ON ONE SIDE ONLY B'-o'MAX sPACING DESIGN EXCEEDS 601b.LIVE LOAD TE pp ppEE��NN ppE Gg LATERALLY BETWEEN POST0 GAUGE 4 6 get GER BEAMLNOTCH.I"NSTALLED D TRUSS BAND,(GIRDER R CROSS 1015710E 1/8"WATER LEISGER BARD WAAA EE DRAINAGE GAP 5/4x4' W A 10 TON PR SS. " NAILER BOARD 55��bb .. .. .. .. .. .... .. 5/4'x4"DECKING DECKING - ITESINER �'_` /�6• 111 111 NOTE: FRAMING,LUMBER TO BE SOUTHERN E oARO J421-4jNAINIIN PINE NO,1 EXCEPT FOR ALL STRUCTURAL 16'MAXIMUM LENGTH MEMBERS SPANNING OVER °- .ARE TO BE 2"x4"LEDGER/ TWO 3"GALVANIZED SCREW US REMODELERS DECKS,ENCLOSURES,AND GAZEBOS ARE NOT INTENDED TO SUPPORT HOT TUBS AND SELECT STRUCTURAL.WITH F6=2050 PSI. SHANK NAILS 8"c-c SWIMMING/BABY WADING POOLS. A SPECIAL SUPPORT PACKAGE IS REQUIRED FOR ADDITIONAL DECK'.BOARDS TO BE 5/4"x4" E $ UC URE AS EMBLY SUPPORT BEFORE ADDING THESE TYPES OF PRODUCTS OR ANY OTHER HEAVY UNITS NO.2 STANDARD GRADE SOUTHERN PINE. NOT TO A DESIGN EXCEEDS 6W LIVE LOAD �1 MODULE INSTALLATION WITH FRAMING OVERVIEW NONLUM-ARSENIC BASED PRESERVATIER IS TREATED WITH VE TREATED �NOTTIfSCA OEM EXCEm566BH.LMLOAD THE REILUIREMENTS OF AWPA C2µ42: NOTE:2000 lb.SOIL BEARING COMPACITY SEE DETAIL mmANDQQ��FOR POST 2•x10'SIDEBAND PLATE HOUSE X-BRACING TO BE USED IN DECKS OVER 14'-0" CONNECTIONTOUNDERSTRUCTURE. RIO, TREATED LUMBER BELOW GRADE WILL BE 2"x10"FRONT BAND 141 3•NAILS,TOE- FRONT BAND LANN A.60 OR GREATER RETENTION LEVEL NAMED INTO E GAIL®I CANTELEVER BEAM. 3/0"x4"DOUBLE HOT DIPPED GALVANIZED 2'x6'BACK JACK LAG WITH WASHER AND(213"NAILS 2'x4'LEDGER THE NAIL PATTERN CONNECTING 6'x6" THE POST FORMS IS TO BE 3 NAILS 8'oc DECK POST TO DECK 3/8'x4'DOUBLE HOT A WOOD ON WOOD INTO THE INNER JACK 3/8'x DIP6'PED DOUBLE UNDERSTRUCTURE GIPPED GALVANIZED CONNECTION WITH �AytH OF A9gsS9c HOT FOUR 3"GALVANIZED LAG WITH WASHER THE UNDERSTRUCTURE. GALVANIZED LATED L�AgDS SCREW SHANK NAILS AND(213"NAILS _x6 �. 2'x6"FACE JACK AND WASHERS SPACED EVERY 10'ac. MIN . F,Ol r CONNECTING 6'x6' 6"I DOUBLE 2"x6' DECK POST TO DECK A p CANTELEVER SUPPORT' TWO 2"x10'5 UNDERSTRUCTURE 'o.cMH1A,�U1M1 LATERAL .OB NAME JIIB NONBEIt CANTELEVER BEAM ��gtcSPAQNGM COMING OUT 9 8 2 4 9 5 a AYfiJ!r -A, NAMED WITH 2 NAILS B IT R K E A, ,iA5 EVERY 6'oc(TOTAL OF 10 � ALL LUMBER W/GROUND NAILS PER SUPPORT)INTO 48"MIN CONTACT TO BE TREATED PERMT 8-10-07 �� ^7 u.4273-1 2"x6'INNER JACK POST. AT.40 OR GREATER H—1 O—O 8' IN. ��}� RETENTION LEVEL O THE NAIL PATTERN `) STREET CITY 9�, IS TO BE3NAILS 66 77pp��pp�EZ 8"x TI CONCRETE 8"x TI CONCRETE 325 BERRY STREET NORTH ANDOVER 8"oc INTO FACE JACK LAMIN�TED P0569 FOOTING(FACTORY FOOTING(FACTORY •c� .`,,� FOU MAXIS{ PRECAST 183000 P.S.I. PRECAST 43000 P.S.I. ESSEX MA 01845 S•srq, �1." POS#SPACING UNDER DIITIONS)ROLLEO CONDITIONS)T ONER CO17S)ROLLED DESIGN DRAVN BY ICC LEGACY REPORT N TT ILL OF��ppNNTEE��EVEERR 6"x6 I OF - 6"x6" VAN BOON 93-52.01 �i16")(6"(TRIPLE 2"x6"1 POST CONSTRUCTIONSQ CONNECTIOA AND'FOOTER �wfC_ �_ DECK DIVISION FOR HOME DEPOT 1 NOT TO SCALE D=DS 6010.LIVE LOAD 1 NOT TO SCALE E CIM Eft LRS LOAD NOT TO SCALE EXCEEDS 66k UVE LOAD 1041 CANNONS COURT WOODBRIDGE, VA 22191 PAGE 1 1 OF 2 000PYRIGHT 2000 US REMODELERS INC. HORIZONTAL STARTING POINT VERTICAL STARTING POINT 0'-6"BELOW DOOR 4'-0"PAST LEFT CORNER OF HOUSE THE RAIL POST ASSEMBLIES ARE 4 4'RAILING TO BE SPACED AT 70"oc MAXIMUM (SEE DETAIL Pt I 2"x4"RAIL CAP ON DECK PERIMETER BAND. NA IL WITH 2 NAILS IN EACH POST 2"x4'RAIL C 2'x2"PICKETS 2"x4"RAIL POST AND NAIL EVERY 12"oc INTO Xo TOP RAILING PLATE. 2"x4"RAIL PLATE NAILED WITH 3 NAILS IN A TRIANGULAR ORM INTO X INTO EACH AILING POST. 2"x4*RAIL PLATE 2"x4"POST JACK NAILED WITH 2 NAILS EVERY 10"oc(TOTAL OF 6 NAILS PER POST 2"x4"RAIL POST JACK)INTO EACH RAILING POST. NAILED WITH 2 NAILS EVERY 2'a (TOTAL OF 8 NAILS PER POST) 2"x10"DECK BAND INTO THE PERIMETER 2"x10"DECK X UNDERSTRUCTURE. X I. APPROX.49" L APPROX.48" ` 2"z4"POST T SUPPORT 2"x4"POST SUPPORT � STAIRWAY T GRADE X NAILED WITH 2 NAILS EVERY 3/8"x4"AND 3/8"x6" HM RAn.IMG TO 9e WooD 2"x2"PICKETS SPACED LESS THAN (SEE DETAIL 6 a(TOTAL OF 6 NAILS PER DOUBLE HOT DIPPED rtwu CAPS Ta HATCH 4"APART,AND NAILED WITH 121 2-1/2 X POST SUPPORT)INTO RAIL POST. GALVANIZED PLATED LAGS DECKS rTY E. GALVANIZED RING SHANKED NAILS WASHER CONNECTING 2'x4" PER 2"x4"RAIL PLATE. v RAIL POST TO FRONT BAND /\ 2"x10"DECK BAND �P TRADITIONAL RAILING DETAILS X 1 NOT TO SCALE OWN EX®S IID UL UNE CHAD 12'RAILING W RAILING '--� X (SEE DETAIL P1 1 (SEE DETAIL @) X X X X X X X X X X X X A MINIMUM OF 121-1"x4"WIND 16'RAILING Bi xPE4r�TTER BAMI1 ITNa: DAM 'o BRACES ARE TO RUN DIAGONALLY (SEE DETAIL P1 I v�3/8'xn' N!x4 IFOCEIt FROM THE CANTILEVER TO THE ��� LAG SILTS ��EZ CM 3/8'X4' Vlv�i X44' LA FRONT BAND. THE WINO BRACES Za LAG SILTS ARE TO BE NAILED INTO THE BOTTOM (Ci ex6 (fit ex6 C(1LLAG MILT � exs EDGE OF EACH OVERLAPPING MEMBER WITH THREE 3"GALVANIZED SCREW SHANK NAILS. 1 1 6/ 1lQIE�INE of THESE OPTIONS VILL�um scvN ALL 3TADTS IN DOTH sOIES VFERE 3TRDNGER ATTACHES TO DE:CIC VINYL FLASHING TO BE USED GRASPABLE HANDRAIL TO CONSIST OF A 2"x2"PICKET WHEN APPLICABLE TO CHANNEL MOUNTED BETWEEN 34"-38'FROM THE STRINGER WITH STAIR PAD IS TO BE SET LEVEL ON THE APPROXIMATE ELEVATION 4'-7" HANDRAIL BRACKETS EVERY 6'. TOP AND BOTTOM OF GROUND AND NAILED INTO EACH STRINGER WATER AWAY FROM HOUSE. HANDRAIL IS TO TURN BACK INTO RAIL PLATE. WITH 6 NAILS 3/8"x6'LAG BOLT TO ATTACH EACH STRINGER TO DECK 5/4"x4"DECKING 2"x4'RAILING CAP IS TO BE Y POST/ FOOTER FRAMING/ UNDERSTRUCTURE RAILING AND STAIR LOCATION NAILEDINANDNAITO EACH ED INTO 2"x4"BAND 3"NAILS AND NAILED INTO 1 NOT TO SCALE DECK DESIGN EXCEEDS 601b.LIVE LOAD ONE NAIL EVERTOP Y 10"acEWITH RAIL PLATE 2"x10"KICKPLATE 2'x4"BOTTOM 2"x12"TREAD `RAIL PLATE 5/4"x4'HAILER STAIRS HAVE 11-5/8"TREADS WITH 7-5/8" GARD RISERS EACH TREAD IS FASTENED TO THE STRINGERS WITH 3"NAILS 2"x4'RAILING POST IN EACH ENO. NOTE,STEP PAD TO BE WRAPPED THE STAIR RAILING POSTS ARE WITH RIPPED 2"X10"AS NAILED INTO THE STRINGER WITH NECESSARY PER FIELD CONDITIONS 6 NAILS,AND INTO BOTH THE RAIL PLATES WITH 3 NAILS EACH. 2"x4"TREAD CLEATS STAIR PAD DETAIL TREADS ARE SUPPORTED BY (NNUT TO SCALE '— 2"x4"CLEATS WHICH ARE TO 2'x12'STRINGER BE ATTACHED TO THE STRINGERS WITH 3'NAILS AND(213/8" THE STAIRCASE IS TO HAVE 1212"02" x 2-1/2"LAGS PER CLEAT. STRINGERS,ONE ON EACH SIOE.EACH STRINGER IS TO BE TOE-NAILED INTO THE DECK WITH 3"NAILS AND INTO THE THIS SPACE THIS SPACE T LL STABRPAD WITH 3"NAILS. NOTES(PER�1RENTLCODEfMN 2"x12"STRINGER 2"x10"TREAD 2'x2"RAILING PICKETS 3/8"x4 DOUBLf— .JINATED ZZ x SPACED LESS THAN 4"APART AND DIPPED GALVANICRPLATE STAIR PAD NAILED WITH(2)2-1/2'NAILS PER PLATED LAG BLEAT (SEE DETAIL®1 2'x4"RAIL PLATE LEFT BLANKLEFT BLANK 2"x4"BACKER PLATE 4"X6"POST 13 LATHE BACKER PLATE IS NAILEDN0.1 GRADE 2"x4OF MqTO THE RAILING POST WITH 3"NAILS, 8"x15'CONCRETE FOOTING A� SINTO THE RAIL PLATES WITH 3"NAILS, (FACTORY PRECAST®3000 AND INTO THE STRINGER WITH 3"NAILS P.S.LUNDER CONTROLLED CONDITKINSI "x6"TRIPLE \J �YCOSAD FOOTER DETAIL 8 LAMINATED PAT NO Avg 1r 3INTENTI❑NALLY INTENTIONALLY (SEE DETAIL 8"x15"CONCRETE FOOTER(SEE DETAIL�) /"Q1STAIR DETAILS UP TO 6'-8"ELEVATION b 48"WIDE,WITH EXTENDED PAD 13 NOT TO SCALE DESIGN DOCEED5 0016.LIVE LOAD FSSic1i NUMBER jail mpjw BURKE 982495 DECK DIVJSQNNNows0 Ju ME DEP❑ PAGE( 2 OF 2 22191 (DCOPYRIGHT 2000 US REMODELERS INC. MORTGAGE INSPECTION PLAN 3 -A BERRY STREET No. ANDOVER , MASS. SCALE: I"= 100 ' OCTOBER Ira , 1991 WILLIAM G. TROY rf Cy REGISTERED LAND SURVEYOR 12 EUCLID ROAD -TEWKSBURY, MASS. 243. 13 ' 143 .0 6' j 00 131 ,792 S.f. 0�. °o- 0 2$� 2 i N s EXISTING ��`�,► DWELLING 0 tb - .3 Isr.66' I 21. 22' N 31. 9I' BERRY STREET Y HEREBY CERTIFY TO THE TITLE INSUROR AND TO THE BANK THAT THE DWELLING IS LOCATED ON THE LOT AS SHOWN AND THAT IT DOES CONFORM WITH THE TOWN OF NO. ANDOVER ZONING REGULATIONS �' � .. REGARDING SETBACKS FROM STREETS AND LOT LINES. I FURTHER CERTIFY THAT THIS DWELLING 1S NOT LOCATED IN THE Y�'{ '''''' ''• FEDERAL FLOOD HAZARD AREA AS SOWN Opp NAP DATED JUN. 5 1989 i REGISTERED LAND SURVEYOR _--__—='ffi' rr.;.=_.__._ ___ --�r.._—:-c_scssr:_.:��_��__.:_:__�=: __=�..c__c_=::•c:_ at r+✓ i l�lr' F THIS PLAN FOR MORTGAGE PURPOSES -NOT FOR BOUNDARY DETERMINATl(.)N_ll '' l) . BOUNDARY INFORMATION TAKEN FROM. M.N-R.D. PLAN 11892. Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total Land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) ❑ Notified for pickup - Date Doc.Building Permit Revised 2007 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses V ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to4hclude Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2007 PERMIT NO. �`I! APPLICATION FOR PERMIT TO BUILD — NORTH ANDOVER, MASS. �� /1/ d 8�? PAGE 1 ,MAr"f- 108C/65 LOT NO. 3A 2 RECORD OF OWNERSHIP (DATE BOOK :PAGE ZONZ I SUB DIV.LJUC Riding Realty Trust - 21an 411892 ��:oCATF 32 Berry Street PURPOSE OF BUILDING 1P Faipi 1v RE's:c➢E'n -p OWNER'S NAME Riding Realty Trust NO. OF STORIES SIZE 1 X X41 = 11,32 d OWNER'S ADDRESS 242 - Neck Road, Hay rhi 1 1 , MA BASEMENT OR SLAB Full basement W/411 concrete slab ARCHITECT'S NAME James Bourgeois SIZE OF FLOOR TIMBERS 1ST 2X10 211D 2X10 3RD BUILDER'S NAME SPAN 1 Channel Building Codi, Inc_ 12 max__ DISTANCE TO NEAREST BUILDING 1201 DIMENSIONS OF SILLS Dbl. 2x6 P.T. DISTANCE FROM STREET 2501 POSTS 3-12" Lally DISTANCE FROM LOT LINES-SIDES 331 REAR 751 11 GIRDERS8x8 built-Up AREA OF LOT 3.03 AC FRONTAGE 53.131 HEIGHT OF FOUNDATION V 81 THICKNESS loll IS BUILDING NEW YeS SIZE OF FOOTING 1811W X 1211 D IS BUILDING ADDITION NO MATERIAL OF CHIMNEY Factocy t ype _t IS BUILDING ALTERATION No IS BUILDING ON SOLID OR FILLED LAND Solid b WILL BUILDING CONFORM TO REQUIREMENTS OF CODE Yes IS BUILDING CONNECTED TO TOWN WATER No BOARD OF APPEALS ACTION. IF ANY IS BUILDING CONNECTED TO TOWN SEWER No IS BUILDING CONNECTED TO NATURAL GAS LINE No INSTRUCTIONS 3 PROPERTY INFORMATION LAND COST $60,000.00 SEE BOTH SIDES PERMIT FOR FOUNDATION ONLY EST. BLDG. COST' e� PAGE 1 FILL OUT SECTIONS 1 - 3 EST. BLDG. COST PER SQ. PAGE 2 FILL OUT SECTIONS 1 - 12 .s]U LAT ED 8Y PARA: 114. 8-S. B.C. EST. BLDG. COST PER ROOM 1F SEPTIC PERMIT NO. ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILD`1NG ,h FEE PAID.At/°0 4 APPROVED BY ATTACHED GARAG S MJA NFOR TO STATE FIRE REGULATIONS PLANS MUST B FI EDPR ED BY BUILDING INSPECTOR 1 DATE FILED (Q I s BOARD OF HEALTH SIGNATURE O OWNE AUTHOR, AGENT /Jerry Diorio BWNFR M _ FEE l o Channel Bldg.Co.CONT&TEL.N CONTIL LIC.N 039770 PLANNING BOARD PERMIT GRANTED A J�rNe- 19 i�d �I' raC7 BLM PERMIT BOARD OF SELECTMEN PERMIT FOR FRAME/BUILDING LESS FDA FEF .. &UERARAE PER�IIT 8DATE: _ _ FEE PAI& � 4't 4 360 ora BUILDING INGPECTOR BUILDING RECORD 1 OCCUPANCY 12 �p - SINGLE FAMILY STORIES THIS SECTION MU3„TSS:HOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. FAMILY OFFICES LOT LINES ANDEAA,�T ,DINS LDINGS. WITH PORCHES. GA- APARTMENTS RAGES, ETC. SUPERI.h THIS REPLACES PLOT PLAN. CONSTRUCTION 2 FOUNDATION $ INTERIOR FINISH "y� d CONCRETE �_ d ii 2 3CONCRETE BL'K. PINE %BRICK OR STONE HARDW D __ P a• PIERS PLASTER aERRY `� r DRY WALL _— «"'nr•r.�,.R3TREET 6 UNFIN. X ♦ .;;.s� 3 BASEMENT AREA FULL FIN. B TAREA V. FIN. ATTIC AREA NO 8 MTF FIRE PLACES HEAD ROOM _ MODERN KITCHEN _x 4 WALLS I 9 FLOORS \ •' CLAPBOARDS B 1 2 3 J i• DROP SIDING CONCRETE �_ j WOOD SHINGLES EARTH ASPHALT SIDING HARDw'D ASBESTOS SIDING COMtACN _ VERT. SIDING ASPH. TILE STUCCO ON MASONRY ,. - - :-J• i� STUCCO ON FRAME djI - ..> ERIC ON M .W"-MASONRY ATTIC TRS. & FLOOR __ _ _ i BRICK ON FRAME CONC. OR CINDER K. STONE ON MASONRY WIRING STONE ON FRAME _ L- SUPERIORPOOR r I •y'Vis'' �• ADEQUATE I#-1 ONE ```''''''�,� •�•�� �/y 5 ROOF 1O PLUMBING }- ` J GAPLE�y. HIP BATH (3 FIX.) M �tL S` GAMANSARD TOILET RM. I2 FIX.) �✓'� �` 9• .� i FLAT �� SHED WATER CLOSET /y ��"-" �M,y3,,.._ "` -_ �_ "•�' Y -Ile J.- AS�PHA.T SHINGLES LAVATORY •�.� - `�'�._ -� %� -� WOOb SHINGES KITCHEN SINK �• f' '` _ ;�..' SLATE NO PLUMBING •'•(_ ^•+ TAR & GRAVEL STALL SHOWER \` ��9P �:��:_ _;•••�iJa,/ - ROLL ROOFING MODERN FIXTURES __ yt• --ny - TILE FLOOR ,�,�Y4� �;✓ TILE DADO ---------' L�� ------ 6 ----6 FRAMING 1 1 HEATING -� WOOD JOIST PIPELESS FURNACE _ l '�`"•" •"' �"•rt - _ FORCED HOT AIR FURN. r' TIMBER BMS. & COLS. STEAM ? STEEL RMS. & COLS. HOT W'T'R OR VAPOR WOOD RAFTERS AIR CONDITIONING .'� e�✓° r RADIANT H'T'G UNIT HEATERS �s n VIA ✓ 7 ' NO. OF ROOMS GAS RC OIL B'M'T 2ndELECTRIC 4 tst 3'I 3 I (�_3_ ELECTRIC HEATING ' a FINA ColRVATION FINAL, own of 6 naover No. 2.9 1 OWlc er, Mass., SXNANE 19 ? 1 PERMI L 0 oR Pa` SS BOARD OF HEALTH THIS CERTIFIES THAT......... b.144110.... .... .. �'.�. ....................... BUILDING INSPECTOR has permission to erect ......... buildings on ,., �,�, ,, ,,,,, ,, .. ,. Rough 94 to be occupied as. te.....l�#10. ,.. „ , oFAM+ �, ,.,,, 5. l..�Pow Chimney Final provided that the person accepting this permit shall in every respect conform to the terms of the application on file in PLUMBING INSPECTOR this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Rough Buildings in the Town of North Andover. PERMIT FOR FOUNDATION ONLY Final VIOLATION of the Zoning or Building Regulations Voids this Permit. TED BY PARA: 114. 8-S. B•C• PERMIT EXPIRES I N 6 M 0 f� ,� cE PAID• A40 ELECTRICAL INSPECTOR [� FE Rough UNLESS CONSTRU S I A S o Service Final ...... ....... ........... ..... . ..... . .. . BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Final Display in a Conspicuous Place on the Premises Do Not Remove Burner FIRE DEPT. No Lathing to Be Done Until p Inspected and Approved b STREET NO. Y Smoke Det. Building Inspector . ANAL own of6 O An over No. 2914 er, Mass. 1971 C HE WICK q \_ oR pR SS I4 a, BOARD OF HEALTH PE "I RMI LD THIS CERTIFIESTHAT'..... ..... ���Wka. BUILDIN IN PE TOR . has permission to erect ......... buildings on .i... ®. . !.��....wen- .. Rough G S C .•ti•o .Vii. ® .. :9�®... �1 Chimney to be occupied as. .. /.II�r ..... ...... . "' Final provided that the person accepting this permit shall in every respect conform to the terms of the application on file in PLUMBING INSPECTOR this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Rough Buildings in the Town of North Andover. �PERIIIIIT FOR FOUNDATt0N ONFinal IY`�'+' VIOLATION of the Zoning or Building Regulations Voids this Permit. TED BY PARk 114. 8-S. B.C. PERMIT EXPIRES IN 6 MO f� FEE PAIDELECTRICAL INSPECTOR t� Rough UNLESS CONSTRU SIA S Service Final PERMIT FOR FRAME/bliL�E{V .. ..... .......... ..... • ..... .. Ll FEE - 0 BUILDING INSPECTOR GAS INSPECTOR RoughDATE: Pani Permit Re uired to OccuPY Building Final Display in a Conspicuous Place on the Premises FIRE DEPT. Do Not Remove Burner No Lathing to Be Done Until Inspected and Approved by Smoke MEETNO. Building Inspector CERTIFICATE OF USE & OCCUPANCY Town. of North Andover Building Permit Number 291 Date OCTOBER 18. 1991 z ' 6 THIS CERTIFIES THAT i THE BUILDING LOCATED ON LOT 3A - #325 BERRY STREET MAY BE OCCUPIED AS __ 24 , X 14 , STN , .F. FAMTj,y DW T N(' IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. S HORT1y O ttao °•a.l. CERTIFICATE ISSUED TO F, i Realty Trust eck Road ADDRES Ha e R 1 MA �9SSacHUSE* Bui rng Inspecto ` JEFI� ���� �jN . , PLAIVtVitV F?NA ��(rc . cv CodRVATJON � FINAL, •. r of 6O naover 0 , own � No. 291 ~ .Y. , ` ,.d •.^' ?tel cl 7747-_I ��f 1 ► ` -IgTI`-I�' C V,s-a-Ok. �lzfm rf Kra er, Mass., - 19 CU ME 1C `. wh OR p� SS BO /00��T PERMIT L D �, l%/y'/ THIS CERTIFIES THAT......... _`.bA.Ikn... .�:' .":�.....E.� '�. '.�......................... a -- �� aC ,,��,,�� it P TO has permission to erect . w�y,�, ......... buildings on1�, ..e:... .....x ..... .... 415 4 Rou to be occupied as. a A ' .... r?�.;�:.`:?':' :- s ...,'"�..' fp. .:�*e..... At "' ¢t`; Ch n ti� .. .. F' provided that the person accepting this permit shall in every respect conform to the terms of the application on file in PLUMBIN IN PECTO this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Roug ( G'i ` �J Buildings in the Town of North Andover. PERMIT FOR FOUNDATION ONLY final ��G�/,y/ � C�✓""!r VIOLATION of the Zoning or Building Regulations Voids this Permit. ��ED gy PpRA; 114. 8-S. B.C. PERMIT EXPIRES IN 6 M0(� c fr . & ELECTRICAL INSPECTOR FEE PAID,` Rough o - UNLESS CONSTRUCTION S 1 AR rS L Service 'jY .:� .� ,�.. . Final �.�--- PERMIT FOR FRAME/bUILt ............................ ..•.. • •• •.�lL�„, . �upan BUILDING INSPECTOR GAS INSPECTOR DATE: FEE P ccf ermit Re uired to Occu Buildin Rough � P.1 � 06 Final GO Display in a conspicuous Place on the Premises FIRE DEPT. Do Not Remove Burner . 0� • sTR� rao � No Lath-ing to Be Done Until Inspected and Approved by Smoke Det. O.. Building Insnect®r T 1 FOIA U ' TOWN OF NORTH ANDOVER LOT RELEASE FORM SUBDIVISION ASSESSORS MAP SUBDIVISION LOT(S) 3 PERMANENT ADDRESS (ASSIGNED BY D.P.W. STREET i3eg-1 APPLICANT A PHONE 6 F-,S7,?-3c%Z DATE OF APPLICATION TOWN USE BELOW THIS LINE PLAN ING BOARD DATE APPROVED • �p TOWN PLANNER DATE REJECTED CONSERVATION CO ISSION DATE APPROVED CONSERVATION ADMIT. DATE REJECTED BOARD OF HEAL DATE APPROVED HEALTH'WNITAif1XN DATE REJECTED DEPARTMENT OF PUBLIC WORKS DRIVEWAY PERMIT W �,l /" SEWER/WATER CONNECT 0 S P 11q1 FIRE DEPT. \ 4� �+�{L w� i -j u l (e� C f9ru 0 r1L RECEIVED BY BUILDING INSPECTION DATE This form shall be signed by the agents of the Planning and Health Boards, the Conservation Commission prior to the issuance of any building, permits for the subject lot. This form shall not releive the applicant from the compliance of any applicable Town requirement or Bylaw. i Location No. `��� Date �ar� MORT,4 TOWN OF NORTH ANDOVER Oit`• o �,ti0 9 41 Certificate of Occupancy $ s�CMUs<� Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ • Check # 15878 -Bu4cling Inspector i TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING Frc -61` BUILDING PERMIT NUMBER: DATE ISSUED: _ AV �© .� X SIGNATURE: Building Commissioner/12EQwtor of Buildings Date Z SECTION 1-SITE INFORMATION O 1.1 Property Address: 1.2 Assessors Map and Parcel Number: 3 ' 5 0e, 08 C", tJ o!+-\ A c) a J f f' Map Number Pa um 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Required Provided R red Provided v 1.7 Water Supply M.G.L.C.40. 54) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: D Public 0 Private ❑ Zone Outside Flood Zone ❑ Municipal 0 On Site Disposal System 0 SECTION 2-PROPERTY OWNERSIIIP/AUTHORIZED AGENT M 1 Owner of Record Pa 1 he en 3 U,/ L< �- Name(Print) Address for Service -7 9- 0036 Signature Telephone 2.2'Owner of Record: Name Print Address for Service: O Z M Signature Telephone SECTION 3-CONSTRUCTION SERVICES 90 3.1 Licensed Construction Supervisor: Not Applicable ❑ Licensed Construction Supervisor: O e License Number Mn Address t Expiration Date ic e Signature Telephone r 3.2 Registered Home Improvement Contractor Not Applicable ❑ v Company Name m Registration Number Address r Z Expiration Date G) Signature Telephone V I 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.......0 SECTION 5 Description of Proposed Work check all applicable) New Construction ❑ Existing Building ❑ Repair(s) ❑ [Alterations(s) ❑ Addition ❑ Accessory Bldg. Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: 10 Shed L� Z r. SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OFFICIAL USE ONLY Completed by permit applicant 1. Building 15©U (a) Building Permit Fee Multiplier 2 Electrical (b) Estimated Total Cost of Construction 3 Plumbing Building Permit fee(a)X (b) 4 Mechanical HVAC 30 5 Fire Protection 6 Total 1+2+3+4+5 Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT/ - -OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner/A orized Agent of subject property Hereby authorize to act on My behalf,in all matters relative to work authorized by this building permit application. Signature of Owner Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION 1, ,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 Print Name Signature of Owner/Agent Date NO.OF STORIES SIZE i BASEMENT OR SLAB SIZE OF FLOOR TIMBERS 1 2 3RD SPAN DIMENSIONS OF SILLS DIIMIENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE d 0 s, , p FORM U - LOT RELEASE FORM C�- 0 `-�'Z 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 SECTION*********************** APPLICANT 'DQ b,,c- �Jc� /� e— PHONE �n S�i—OG30 LOCATION: Assessor's Map Number /08C PARCEL SUBDIVISION LOT(S) STREET rbf (r `f S� ST. NUMBER ************************************OFFICIAL USE ONLY*********************************** REC MMENDATIONS OF TOWN AGENTS: � f CONSERVATION ADMI TRATOR DATE APPROVED b;- DATE REJECTED COMMENTS �Skte Lac, On 0," d e. SO � w[,��as.�, "fer Zone. —aopr,, t J ./r-d2caX�Y coop 6c. r&Pmvf-d w'in '�I. Gwrz i ��m;�5 A e.x13�l�nr, QUO-Ve-1 Only TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS-SEWER/WATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR DATE Revised 9\97 im NORTH ED Town of 0% No. Aa 9 o� t- C L „ Q dover, Mass., ADRATED PPS\ �C) BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System ` BUILDING INSPECTOR THIS CERTIFIES THAT......Z�eh .d)............' �iil..I�.. ............................................................................ oundation has permission to erect. ...X . ... 14........... buildings on JdDs. ...... r ....... .. Rough �4O � M �AO r M & � 40 ry• Chimney to be occupied as......... ............................................. . ..................... provided that the person accepting. ccepting this mit shall in every respect conform to the terms of the app cation on file in Final this office, and to the provisions of the Codes and By-Laws relating to the InspeAlteration and Construction of Buildings in the Town of North Andover. /08Cl�/ ;? SOON,, PLUMBING INSPECTOR V16LATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Fina' UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR C Rough 1***00000. .................................................................. 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. P L A N 0 F L A 1 NORTH ANDOVER , Ml SHOWING " AS SILTFOUNDATION LOT 3A - BERRY STREET PREPARED FOR : RIDING REALTY TRUST & FAMILY MUTUAL SAVINGS BANK SCALE : 1 ° = a0 ' DATE JULY 16, 199 Z 0 N I NG DISTRICT . VILLAGE RESIDENTIAL N 0 T E PROPERTY ONE DATA TAKEN FROM , THOMAS E. NEVE ASSOCIATES, INC. REVISED TO FEBRUARY 12, 1991 )T 2A I HEREBY CERTIFY THAT THE FOUNDATION Cl)I'1 PROPERTY IS LOCATED AS SHOWN ON PLAN , CONIILIESITht THEt7IIti ';? REIIREIEN TOWN 5r' NORTH ANDOVER, MASS. R L. S. 4 ! s a. � � r L *t J 11 4 } I N MY OPINION. THIS �`CIUNi. ATiON IS N13T lt, `CANE AS SHOWN ON THE U J 0 D �. BOUNDARY MADS Irkil�ij�rt� ;.,1 tE r I =.. _ � THOMAS E . NEVE , ASSOCIATES. iN ' ENGINEERS-SURVEYORS-LAND USE PL 447 O'tt3 taOS;ON ROAs - ij. S. ROUT E -,, TOPSfI'ELD MASSA�:Ht SETTS �— — i LOT IA � It 3.03 ACRES ` `f^ '\ Top 0,17 F°uNr-).� 3Z.�n LOT " = 104.30 EXU ST. L GoNC. FOClN©. 35 ` f LOT 4A - SCHEDULL OF A D _ a F- 33.--;5' A - F.- A- 1 2.3' A- K ' A - L_ A•- M C>9.5' A-L' 4-3 r 1 .A E0c,-F. Q+: r-Rusi-4f-- o 5c. JEQUL. r o ,$HALLOW 4-EINC.H SE.P-r!C. TANK INIt_... Kk LEACH C.HANA13E_-P.(K) 5.9 L LEACH C H A tr1131"R (L-) t9� SEF'T►G 7ANK I LEACH CHAM$FR (M) LOT. 2 A T'C7x, Df= 35x3Y Ltd F0l1'.1D. iU ,.6:a FOUND. 9 z8 A Icw4,bd