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Building Permit #370-13 - 151 BOXFORD STREET 11/5/2012
BUILDING PERMITpF "°RoTH qti TOWN OF NORTH ANDOVER „6'6 OL APPLICATION FOR PLAN EXAMINATION = o : - t Permit NO: Date Received Z •�' Date Issued: ��SSACHU`�E��y �� �/z // ! �2- IMPORTANT: Applicant must complete all items on this page LOCATION;.. z _...- r-e lPnnt PROPERTY OWNER- J Q lCv' Z .� Pnnt `MAP NO:/6 _ PARCELPZ7 7 'ZONINGIUSTRICT ;Historic District yes :._. 'Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building 'b One family Addition ❑Two or more family 0 Industrial ❑Alteration No. of units: El-Commercial 0 Repair, replacement 0 Assessory Bldg ❑ Others: ❑ Demolition 0 Other Septic Well' ❑.FloodPlaih - O Wetlands ❑: V1/atersliedsaQisfrict 1I.Wate ffSewer DESCRIPTION OF WORK TO BE PREFORMED: �..bI(kntification Please Type or Print Clearly) OWNER: Name: , r - �u�'Z. Phone:R-)J- - Z9L( -3L' Address CONTRACTOR Name:.- <<e',�� l+�..,r_w�..•� Phone' q-� �'g. �'” 3 {Address: Supervisor's•.Construction,License: _053 014 Exp. Date Wome Improvement License; _ .. Exp. .pate ARCHITECT/ENGINEER. ,,,� �. e.c� Phone: Address: 23 C<kLJssr,,.;�, R&isdl, `,&4—._,, Reg. No. FEE SCHEDULE:BULDING PERMIT.,$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. ' Total Project Cost: $ ?o 1, 0 -D FEE: $- 7-4-( 2 Check No.: ��-3 �' < Receipt No.: ,; NOTE: Persons contra cti g with unregistered contractors do not have access to the guaranty fund Signature,of Agent/Owne Signature of contFracto I r Location No. 370 — ,/3 Date �� 2 • • * TOWN OF NORTH ANDOVER 0 Certificate of Occupancy $ Building/Frame Permit Fee $. `// Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check 25910 Buil ing Inspector Plans Submitted Plans Waived F1 Certified Plot Plan ❑ Stamped Plans 11 TYPE OF SEWERAGE DISPOSAL Swimming Pools ElPublic Sewer ElTanningTanning/Massage/Body Art ❑ 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 f C) Signature"' CONSERVATIONReviewed on / -g COMMENTS HEALTH Reviewed on 1 l 7i Si nature COMMENTS �� :� �^i��— •-' `SCS�-���� �`' �i aY� Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments 4 Water & Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: Located 384 Os ood Street � FIRE DEPARTMENT Temp,'Dumpster onsite yes _ no _. Locatediat 124,Main Street Fire'Departrnent signature/date zzm - - -_ --- COMMENTS_ - i 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 "1 191 12 oowF:: ❑ Notified for pickup - Date Doc.Building Permit Revised 2008 y 4 Building Department i 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 o Building pp Permit Application o Workers Comp Affidavit I o Photo Copy Of H.I.C. And/Or C.S.L. Licenses o Copy of Contract i o Floor Plan Or Proposed Interior Work I ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks o Building Permit Application ❑ Certified Surveyed Plot Plan o Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses o. Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) o Mass check Energy Compliance Report (If Applicable) o 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 o Certified Proposed Plot Plan a Photo of H.I.C. And C.S.L. Licenses o Workers Comp Affidavit o Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) o Copy of Contract o Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products DOTE: 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 2.2008 T J'l%VLvnvicrvrrul F F Webb Structural Services,Inc. 670 Main Street Reading,MA 01867 (781)779-1330 STRUCTURAL AFFIDAVIT Project: Home Addition 151 Boxford Street N.Andover February 19, 2013 F' Building Inspector North Andover 1600 Osgood Street North Andover,MA 01845 Dear Building Inspector, Webb Structural Services, Inc. was retained to serve as the engineer of record for the above-referenced project. In this capacity, we reviewed the original architectural drawings,performed structural calculations, and prepared structural framing plans. In addition, we observed the site several times during the framing process to answer contractor questions, provide-information.on_minor field modifications, and observe the completed framing. We observed the completed framing on February 13,2013. On the basis of this work, we certify that to the best of our knowledge, information, and belief, the structural work associated with the above-referencedr p oject complies with the structural provisions of the Massachusetts State Building Code 780 CMR-8, with our original framing plans and approved field modifications, and with accepted construction practice. Please feel free to call if you have any further questions about the structural work on this project. Regards, OF4ja DANIEL W. B STR RAL -"'i Daniel Webb, P.E. . 0752 a Webb Structural Services, Inc. S �VAL�G Enter construction cost for fee cal- North Andover Fee Calculation Construction Cost 2015000.00 m $ - $ 2,412.00 Plumbing Fee $ 301.50 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 301.50 Total fees collected $ 3,115.00 151 Boxford Street 370-13 on 11/5/2012 Addition of a 26x31 family room I &_ FORTH own of 2 ? ndover o - ;.: 0 No. (� - h ver, Mass, COC MIC.2wc. y1. OATED Oki, S U BOARD OF HEALTH Food/Kitchen PERMIT T LD J� . .... Septic System THIS CERTIFIES THAT ................................. Z BUILDING INSPECTOR . ....................................................................................... f K ¢ Foundation has has permission to erect .......................... buildings on ............................... .. Rough to be occupied as ...... . . .� fd v.. .... ..... .:'(.1.��/-&V_3:..............................:. Chimney provided that the person accepting this permit shall in every respect conf6rm to the terms of the application Final on file in 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 CONSTRUCTION STARTS Rough Service ................................................................................ Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building 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. :r 7-4 7-3•• \,-o CONCRETE FOUNDATION , 30'-O••_______________ h I I ____________________� __-_______- _____� e I I EXISTING FOUNDATION FOUNDATIO R STE___ _ �f LOWER 1 L j AT DOD I I `I I I I b I I I 1 RJ I I-� RJI 5224"x24"X12" 4 MIN CONCRETE SLAB 1 DEEP FOOTING D -" -- W/6x6W1.4xWf.4 WWF FOUNbATION I I (SEE ARCH OWGS FOR ADDI INFO) 2' O I I o EXISTING FOOTING FOUNDATIO 1 i I I 2 i I 52 BEAMS ABOVE J SHOWN DASHE - I I RJI ' I I I I I I 1 II O 1 LOWER e 20 CONCRETE FOUNDATION i A7 DOO ON 24"0 BELLED BASE o FOUNDATION L4 STE \ / / L _____________}J � \ IL 6'- 6'- e'-I1 S'- 4 '-0' 26'-0" - � FOUNDATION PLAN NOTES: 1. DOWEL NEW FOUNDATION TO EXISTING WITH #4 BARS 024.00, LENGTH = i6". ��1ytN Cf Mx6 c oAra�l.w. s y B STRUCTURAL SERVICES INC. Daniel Webb P.E L 670 Maln Stnaat Reading,MA 01867 (781)•779-1330 TWOMEY .wzaa3 131 amAnu6414NMrW DESIGNS Sw FOUNDATION PLAN 23 Calroma Rase ors 11.02.12 ReAing,MAO 867 (781)942-aue elnr: Si OF 5 I: r I ROUGH CARPENTRY DESIGN LOADS PER MASSACHUSETTS STATE BUILDING CODE 1. ALL ROUGH CARPENTRY WORK SHALL BE EXECUTED IN CONFORMANCE WITH LIVE LOADS THE BTH EDITION OF THE MASSACHUSETTS BUILDING CODE FOR ONE AND TWO FAMILY DWELLINGS(MBC 1&2)AND THE INTERNATIONAL RESIDENTIAL CODE FOR GROUND SNOW LOAD: 55 PSF WI2 ONE AND TWO FAMILY DWELLINGS(IRC 1&2). UNINHABITABLE ATTICS WITHOUT STORAGE: 10 PSF o 2. REFER THE MBC 1&2 AND IRC 1&2 FOR FRAMING COMPONENTS NOT SPECIFIED UNINHABITABLE ATTICS WITH LIMITED STORAGE: 20 PSF IN PLANS AND SECTIONS. NOTIFY THE ENGINEER OF ANY COMPONENT NOT HABITABLE ATTICS AND SLEEPING AREAS: 30 PSF HSS DEFINED IN EITHER THE MBC 1&2 AND IRC 1&2 OR IN THESE DRAWINGS. ALL OTHER AREAS EXCEPT DECKS AND BALCONIES 40 PSF 3. REFER TO IRC 1&2 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS TABLE EXTERIOR BALCONIES AND DECKS 60 PSF 602.3 FOR CONNECTION FASTENING NOT IDENTIFIED IN THESE PLANS OR Aa"SHEAR TAB DETAILS. WIND LOADS W/3-Y4"P BOLTS 4. ENGINEER MAKES NO CLAIMS TOWARDS EXISTING CONDITIONS. 5. WHEN NOT OTHERWISE IDENTIFIED, ALL WOOD BEAMS, JOISTS, RAFTERS, MASSACHUSETTS STATE BUILDING CODE 110 MPH, EXPOSURE D 4"MIN. CONCRETE SLAG HEADERS, STRINGERS, PLATES, AND SILLS SHALL BE SPRUCE PINE FIR#2 OR WMIN, CONCRETE WWF BETTER,WITH A MINIMUM Fb = 875 PSI (SINGLE USE)AND Fb = 1000 PSI DEAD LOAD (REPETITIVE USE), AND E SHALL BE 1,4000,000 PSI OR BETTER. EV LINO NUT AND WEIGHTS OF MATERIALS AND CONSTRUCTION NON-SHRINK GROUT 6. WOOD ST MAY BE EASTERN HEMLOCK, EASTERN SPRUCE, OR HEM-FIR, i GRADED "STUD" GRADE, {/2 OR BETTER. 7. PLYWOOD WALL SHEATHING, ROOF SHEATHING,AND SUBFLOORING SHALL BE GENERAL CONDITIONS _ APA GRADE, TRADEMARKED C-D INTERIOR WITH EXTERIOR GLUE. SUBFLOORING ,o x SHALL BE 3/4"THICK TONGUE AND GROOVE,AND SHALL BE GLUED TO FLOOR i, THE CONTRACTOR SHALL CAREFULLY VERIFY ALL DIMENSIONS AND JOISTS WITH AN APPROVED ADHESIVE PRIOR TO NAILING. ROOF SHEATHING CONDITIONS SHOWN ON DRAWINGS PRIOR TO COMMENCEMENT OF THE WORK, 8"EMBEDMENT SHALL BE 1/2"THICK AND WALL SHEATHING SHALL BE 1/2"THICK. AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES •I _ 8. ALL WOOD HAVING DIRECT CONTACT WITH CONCRETE OR MASONRY, AND BETWEEN ENGINEERING AND ARCHITECTURAL DOCUMENTS. 12"PAD FOOTING WHEREVER WOOD IS WITHIN 8" OF FINISHED GRADE OR PART OF OPEN DECK 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANSAND METHODS OF SEE PLAN SI FOR CONSTRUCTION, SHALL IE PRESSURE TREATED. TEMPORARY SHORING, BRACING, OR OTHERWISE PROTECTING ANY PORTION OF LOCATION 9. ALL METAL CONNECTORS INCLUDING JOIST AND BEAM HANGERS AND COLUMN THE STRUCTURE, SITE AND UTILITIES FROM DAMAGEDURING CONSTRUCTION, CAP AND BASES SHALL BE BY SIMPSON STRONG-TIE CORP. THE CONTRACTOR THE ENGINEER IS SPECIFYING THE FINISHED CONDITION ONLY,WITHOUT 4-%"OANCHOR BOLT SHALL STRICTLY ADHERE TO MANUFACTURER'S FASTENING REQUIREMENTS. ASSUMING KNOWLEDGE NOR RESPONSIBILITY FOR HOW THE CONTRACTOR (POST INSTALLED EPDXY) CONTRACTOR TO VERIFY ALL CONNECTOR SIZES TO FRAMING ELEMENTS BEFORE WILL ACHIEVE THIS RESULT. P ORDERING. 3. FOR EXACT LOCATIONS OF FLOOR AND ROOF OPENINGS, POSTS, ETC., SEE 10. UNLESS DETAILED OR SPECIFIED OTHERWISE ON THE PLANS, HEADERS AND ARCHITECTURAL DRAWINGS. d, BEAMS __ SHALL BE SUPPORTED BY AT LEAST ONE JACK STUD AND ONE KING FOUNDATIONS STUD. • 11. FOR WOOD JOIST SPANS UP TO 14 FEET, PROVIDE A SINGLE ROW OF FULL 1. WHERE FOUNDATIONS ARE EXISTING, DESIGN HAS BEEN COMPLETED DEPTH BLOCKING BETWEEN JOISTS AT MIDSPAN. FOR SPANS EXCEEDING 14 ASSUMING FOUNDATIONS ARE SUITABLE TO SUPPORT PROPOSED RENOVATION. FEET, PROVIDE TWO ROWS OF FULL DEPTH BLOCKING BETWEEN JOISTS AT CONTRACTOR RESPONSIBLE FOR VERIFYING THAT THE EXISTING FOUNDATION BASE PLATE THIRD POINTS OF THE SPAN. CONFORMS TO BUILDING CODE REQUIREMENTS AND REPORT FOOTING WPLATE 12. GABLE-END WALL STUDS IN CATHEDRAL, PARTIAL CATHEDRAL, OR HIGH CEILING CONDITIONS TO ENGINEER FOR VERIFICATION. SPACES SHALL SPAN UNINTERRUPTED FROM THE FLOOR PLATE TO THE 2, EXCAVATE TO LINES AND GRADES REQUIRED TO PROPERLY INSTALL THE UNDERSIDE OF THE ROOF RAFTERS. THEY SHOULD NOT BE INTERRUPTED BY FOUNDATIONS ON INORGANIC, UNDISTURBED SOIL OR CONTROLLED �1 HSS DETAIL ANY HORIZONTAL PLATES OR BEAMS, UNLESS NOTED OTHERWISE ON THE STRUCTURAL BACKFILL AS REQUIRED BY THE ARCHITECT, ALL EXCAVATIONS 1 DRAWINGS. SHALL BE DRY BEFORE PLACING ANY CONCRETE. Scale:3/4"=1'-0° 13. MEMBERS WITHIN BUILT-UP BEAMS,WHETHER MADE OF SAWN OR ENGINEERED 3, EXTERIOR FOOTINGS SHALL BE PLACED ON APPROVED SOIL AT A MINIMUM LUMBER, SHALL ONLY BE SPLICED OVER SUPPORTS. DEPTH OF 4 FEET, OR AS MODIFIED BY THE STRUCTURAL ENGINEER, BELOW 14. PROVIDE SIMPSON Hi OR H2.5 HURRICANE TIES BETWEEN EACH RAFTER THE LOWEST ADJACENT GROUND EXPOSED TO FREEZING. ANY ADJUSTMENT BOTTOM AND ITS BEARING POINT. OF FOOTING ELEVATIONS DUE TO FIELD CONDITIONS MUST HAVE THE 15. CONTRACTOR SHALL CAREFULLY COORDINATE THE WORK OF ALL TRADES TO APPROVAL OF THE ARCHITECT. MINIMIZE THE NEED FOR CUT, BORED OR NOTCHED IN FRAMING LUMBER. 4. SOIL BEARING CAPACITY: FOOTINGS MUST BE PLACED ON SOIL WITH A STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT, BORED, OR NOTCHED IN MINIMUM BEARING CAPACITY OF 4000 POUNDS PER SQUARE FOOT. Yt"SHEATHINGS E%CESS OF THE BUILDING CODE WITHOUT WRITTEN APPROVAL FROM THE 5. BACKFILL BELOW FOOTINGS AND SLABS SHALL BE MADE WITH APPROVED ENGINEER. GRANULAR MATERIALS PLACED IN 6" LAYERS. LAYERS SHALL BE 16. AT WOOD POSTS LANDING ON FLOOR DECK, PROVIDE SOLID VERTICAL WOOD 9 COMPACTED TO 5% DENSITY AT OPTIMUM MOISTURE CONTENT, AS DEFINED 2.6 EXTERIOR WALL BLOCKING WITHIN DECK SANDWICH TO LINK UPPER POST WITH LOWER BY ASTM DTO 9 METHOD D. SUPPORT. BLOCKING i0 MATCH UPPER POST SIZE. 8. BACKFILLING AGAINST WALLS OR PIERS MAY ONLY BE DONE AFTER WALLS 17. IN ADDITION TO THE FLOOR JOIST SHOWN IN THE PLANS, CONTRACTOR SHALL BA PIERS ARE BRACED TO PREVENT MOVEMENT. FOR WOOD FRAMED RIM BOARN INSTALL DOUBLE JOISTS UNDER ALL PARTITIONS WALLS RUNNING PARALLEL TO LOOR RESIDENTIAL CONSTRUCTION, NO BACKFILLING OF WALLS MAY TAKE PLACE THE DIRECTION OF FRAMING. 2x6PT PLAOR SHEATHING UNTIL THE FIRST FLOOR DECK HAS BEEN FRAMED AND SHEATHED, UNLESS WRITTEN APPROVAL IS GIVEN BY THE ARCHITECT OR ENGINEER. W/Y2.0 ANCHOR 7. PROVIDE FOUNDATION DRAINAGE,WATERPROOFING/DAMP-PROOFING, AND BOLTS 04'-0"OC STRUCTURAL STEEL FOUNDATION WALL INSULATION AS INDICATED ON THE ARCHITECTURAL DRAWINGS. ��-- 1. STRUCTURAL STEEL WORK SHALL CONFORM TO THE AMERICAN INSTITUTE OF CONCRETE 2X8 STEEL CONSTRUCTION: "SPECIFICATION FOR STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. 1. ALL CONCRETE WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE 16 4-/4 HORIZ. 2. STEEL WIDE FLANGE BEAMS SHALL CONFORM TO ASTM A992,WITH A MINIMUM LATEST EDITION OF ACI-318, "BUILDING CODE REQUIREMENTS FOR EQSP UP WALL YIELD STRENGTH OF 50 KSI. PLATES,ANGLES, CHANNELS, AND MISC. i REINFORCED CONCRETE". I FABRICATED HARDWARE SHALL CONFORM TO ASTM q36, WITH A MINIMUM YIELD 2. CONCRETE SHALL ACHIEVE A MINIMUM 28 DAY DESIGN STRENGTH AS 10"CONCRETE STRENGTH OF 36 KSI. RECTANGULAR STEEL TUBING SHALL CONFORM TO ASTM FOLLOWS:FOOTINGS, WALLS, INTERIOR SLABS-ON-GRADE, AND OTHER FOUNDATION WALL ASOO, GRADE B, WITH A MINIMUM YIELD STRENGTH OF 46 KSI. CONCRETE NOT OTHERWISE SPECIFIED - 3000 PSI. EXTERIOR SLABS EXPOSED 3. ALL STEEL TO STEEL FIELD CONNECTIONS SHALL BE MADE BY HIGH STRENGTH TO WEATHER - 4000 PSI. Z 2x8 KEYWAY BOLTING WITH ASTM A325 BOLTS OR WELDING WITH E70 XX ELECTRODES. 3. SLUMP AT THE POINT OF DISCHARGE FROM THE READY-MIX TRUCK SHALL BE I"CONCRETE STEEL TO CONCRETE AND STEEL TO WOOD FIELD CONNECTIONS MAY BE MADE Z SLAB W/WWF WITH ASTM A 307 BOLTS. 3-5 CONTINUOUS 4. STEEL SHALL BE SHOP-PAINTED WITH A MODIFIED ALKYD PRIMER UNLESS 4. REINFORCING STEEL: TYPICAL- ASTM A815, GRADE BD. FIELD BENT - ASTM FOOTING OTHERWISE NOTED. A615,GRADE 40 WELDED WIRE FABRIC - ASTM A165. 5. NO CUTTING OF OR OPENINGS THROUGH STEEL WILL BE PERMITTED WITHOUT C THE WRITTEN APPROVAL OF THE ENGINEER. I 6. CONTRACTOR TO SUBMIT SHOP DRAWING TD ARCHITECT AND ENGINEER FOR Z�Gf.4 APPROVAL. �c,� 4 _ [LWrLW. BB STRUCTURAL SERVICES INC. Daniel Webb P.E. At 670 Main StreM FOUNDATION DETAIL Read1ng,MA01867 Scale:3/4"=V-C" (7B1)•779.1330 TWOMEY av taeemaXca DESIGNS -,* NOTESAND DETAILS 23 Call m Road ar. 11.02.12 Reading MAD 867 (781)942-0146 S2 OF 5 Pb PP O)' R 2-2x8PT Q R (E)DEC'JO STS N 2 PT I6" C N 2x8 LEDGER w/2 LEOGERLOKSOIB"OC 2 8016'OC I O (E)2.801 Oc (E 2 B012 C N 2x®16'OC 3` --- - �+ C WI 26 t -r,a5y E) PEA O EA d I p C_I 2 2f o0 2x 016'OC (E 2 S 8012' C N N I (E)2x 16'OC i z8 1 "0 51 jl2jAN ER 7YP) ag5 /01 LEDGER OK16 OC 2� j f ,._ ,ay5 53 80 6"0 N 2 PT 16" C n ro m H 18LDOEw 2 N ,� ED RL KSOI6" C Y N N Qbb J 2-2x8PT 0 2-2x8PT 2-2x8PT 0 2-2x8 RPT J 2-2x8PT 2-1x8P Rbb Qebp J 2-2x8PT o= i N V SET STL BEAM Y4" 1ST FLOOR FRAMING PLAN OF Mq SOLID BLOCKING TIGHT TO LOWER THAN TOP � S BOTTOM FLO W/2-1/2"O OF JOIST Stele:l/4"�1'-0" + DANIELW. SOLTS032"OC STAGGERED em e 2.8 JOIST 0762 POST LEGEND $°� L EBB STRUCTURAL SERVICES,INC. Daniel Webb P.E. 670 Main Sheet LU528 �� Reading,MA 01867 HANGER (781)-779-133D W12 r,45"O!STUDS IF APPLICABLE TWOMEY BL N.MAaf'F�ooRI.N Ps-1e DESIGNS araxme Tsr LS¢E OF 11.0 0a..N.OF soup POsr FRAMING STEEL DETAILS TYPE OF POST: 23 Calf—Road � 11.02.12 P-POST,J-JACK,VC-VERSO Scale:3/4" 1'-0" COLUMN.LC-LILLY COLUMN, Reeding,MAO 1887 N55-HOLLOW aTROCiMRAI SECTION (781)942-0146 sw: S3 OF 5 OI1 Ne I91 — B ' 6 2x8®16"OC III (.)2:1E 8 9116'OC -- ) 2,8&6"0 ' 2N Fl OOR J01 TS v 1— (E)BEA (E)GA E WILL ABO E '�e y+ HO N ASH QJ SR rays i e fl D I _ 1 L Ex ' PEN i0 ABOVE1 BO i5 A. E �, '___ 2 8®6"0 �� 2x8®16"OC `(E)1x8 6�OC 2 F OOR J01 IS i HI 1 SCISSOR it }�- (TRUSS(TYP) L ,r r , r ,. ,r , , „ : „ ,r , ryb ____ ____ 2x1 L CE w M� EDG RL S®6"0 AN R r ,r 2x,®1 "OC CEI NG ---- ^' x10 LEDGER w/2 JANIER �+ L DGE LOK of "OC 1%11 I---- Q I DD 2-2x8 2-2x8 DD 2-2x8- I- 2-2x8R P 2-2x8 -Q-D' -- 2-2x8 D 1 EXISTING 2ND FLOOR/ROOF FRAMING PLAN �a H of M• DANIELW a mu a y NOTES OST LEGEND 1. ALL CEILING TO RAFTER CONNECTIONS TO BE MADE W/ A MINIMUM OF 8-12d NAILS. ` dE 2. PROVIDE SIMPSON H2.5 HURRICANE TIES CONNECTING EACH RAFTER AND TRUSS TO STRUCTURE BELOW. TIE TO BE PLACED OVER THE LPSE��SM�G OUTSIDE WALL SHEATHING. IpH SOLID BLOCKING TIGHT TO 3. EXTEND PLYWOOD SHEATHING UNDER ENTIRE OVER FRAMED AREA, BOTTOM FLG W/2-I/2"11 4. HEADERS ARE AS FOLLOWS UNLESS NOTED OTHERWISE: ,ti0 rL:UMBER of srUos If APPLICnBLE BOLTS®32"OC STAGGERED-\ 3-2xB E)2x8 J0157 TRUSS(DESIGN 5. AT OVERFRAMED AREAS EXISTING ROOFING MATERIAL TO BE REMOVED L9ZE Oi AUO OR DIMENSION Of SOUR POST _ TO ROOF SHEATHING. BY OTHERS) rrPE of Posr: P-PDSi,J-JAG--VERSd ROOF TRUSSES H$S-HO OC STRU Wo AL . Kay-HOLLOW SrRUC7URAt LU528 I. ROOF TRUSSES SHALL BE MADE OF METAL OR WOOD DEPENDING ON sccnoN HANGER g SOLID BLOCKING TIGHT TO RECOMMENDATIONS OF THE TRUSS PROVIDER/MANUFACTURER, WITH THE FINAL yyEBB STRUCTURAL SERVICES,INC. BOTTOM FLC W/2-7/2"'0 DECISION OF MATERIAL BEING MADE BY THE ARCHITECT. BOLTS 032"OC STAGGERE 2, METAL TRUSSES SHALL BE BY MITEK, WOOD TRUSSES SHALL BE BY ANY Daniel Webb P.E. APPROVED MANUFACTURER. 670 Mehl Street 3. WOOD TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE Reading,MA 01867 WITH PROVISIONS OF THE TRUSS PLATE INSTITUTE. (781)-779.1330 STEEL DETAILS4. THE TRUSS MANUFACTURER SHALL PROVIDE FULL DESIGN SHOP DRAWINGS wl INDICATING LOADS. MEMBER SIZES, CONNECTION SIZES/DETAILS, ETC.. FOR aurs aemv¢e 1 APPROVAL BY THE ENGINEER. SHOP DRAWINGS SHALL BE STAMPED BY A TWOMEY "'�'�a-a^^�'•�• HANGER MASSACHUSETTS LICENSED STRUCTURAL ENGINEER. DESIGNS sN,InIx,2NDFL/ROOF 5. LOADS FOR TRUSS DESIGN ARE AS FOLLOWS: FRAMING TOP CHORD LIVE LOAD 45 PSF TOP CHORD DEAD LOAD 15 PST 23 CaBome Road w� )�,(1Q,�Q BOTTOM CHORD LIVE LOAD 0 PST 23CaFIndig,MA Road 1 ROOF FRAMING SECTION BASIC WIN DBOTTOM ORD DEAD PRESSURE LOAD 21 PST (781)942-0146 sti. S4 OF 5 2X10016 RAFTERS I. li r IIT II (E)GABLE WALL ABOVE SHOWN DASHE I s+ VERFRAME � o mRAF ERS W U I v h3 RID 2 10 T6"c' v, u RAF Z3 W h II i 1 `�➢t tE Z3 vWi 2x1L GE w EDG�RL C. 50 6" 12x I6"C AFTI RS x10 LED Eft Q L DGE LOK 01 "OC +,o —ol-a-r'� ANG RS C o ml C R N I 14, BEAM 9ELOW BEAM$ELOw BEAM BELOW BEAM BELOW BEAM BELOW BEAM BELOW _. . i 1 ROOF FRAMING PLAN (LOWER)RIDGE 0 (N)DENOTES NEW (E)DENOTES EXISTING NOTES 1, ALL CEILING TO RAFTER CONNECTIONS TO BE MADE W/A MINIMUM POST LEGEND OF B-12d NAILS. 2. PROVIDE SIMPSON H2.5 HURRICANE TIES CONNECTING EACH RAFTER AU AND TRUSS TO STRUCTURE BELOW. TIE TO BE PLACED OVER THEA�B OUTSIDE WALL SHEATHING. ose o4� 3. EXTEND PLYWOOD SHEATHING UNDER ENTIRE OVER FRAMED AREA. �l pdP e�y ESIGN 4. HEADERS ARE AS FOLLOWS UNLESS NOTED OTHERWISE: tib To-Rosa TRUSSBY OTHERS 3-2x8 S, 1H OF,y4 s� 5. AT OVERFRAMED AREAS EXISTING ROOFING MATERIAL TO BE REMOVED UMBFR Of ST(/OS If APPLIC4BLE 'T DMIELW. TO ROOF SHEATHING. v111a 10o y LS+IE Oi StUO OR OIYENaiOU Oi SOUO POST SOLID BLOCKING TIGHT TO ROOF TRUSSES Lrrvi of vast: BOTTOM FLG W/2-1/2"0 v-PoST.J-JacK.vc-vERsa L BOLTS 032"OC STAGCERE L—ALLY R I. ROOF TRUSSES SHALL BE MADE OF METAL OR WOOD DEPENDING ON Rss .U.ow—t c'—L RECOMMENDATIONS OF THE TRUSS PROVIDER/MANUFACTURER.WITH THE FINAL sEc— WEBB STRUCTURAL SERVICES,INC. DECISION OF MATERIAL BEING MADE BY THE ARCHITECT, Daniel Webb P.E. 2. METAL TRUSSES SHALL BE BY MITEK. WOOD TRUSSES SHALL BE BY ANY 670 Maln Street WI APPROVED MANUFACTURER, Reading,MA 01867 3. WOOD TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE (781)-779-1330 HANGER WITH PROVISIONS OF THE TRUSS PLATE INSTITUTE. 4. THE TRUSS MANUFACTURER SHALL PROVIDE FULL DESIGN SHOP DRAWINGS e"ee"'m INDICATING LOADS, MEMBER SIZES, CONNECTION SIZES/DETAILS, ETC., FOR TWOMEY +eiamkre 4t N. APPROVAL BY THE ENGINEER. SHOP DRAWINGS SHALL BE STAMPED BY A DESIGNS enenmxR00FFRAMING MASSACHUSETTS LICENSED STRUCTURAL ENGINEER. 5. LOADS FOR TRUSS DESIGN ARE AS FOLLOWS: ROOF FRAMING SECTION TDP CHORD LIVE LOAD 45 PSF 23CeIomeRaad 11.02.72 1 TOP CHORD DEAD LOAD 15 PST BOTTOM CHORD LIVE LOAD 0 PST ReadNg,MAO 867 BOTTOM CHORD DEAD LOAD f0 PST (781)942-0146 sem, S5 OF 5 BASIC WIND PRESSURE 21 PST ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMR Appendix J Applicant Name: W,.-.-cr-r Site Address: ` 1 own: Use Group: Date of Application: It 2 Applicant Phone: q-j� 6 Applicant Signature: t- - Compliance Path(check one): 0 ❑ Prescriptive Package(Limited to 1-or 2-family wood frame buildings heated with fossil fuels only) Package(A through KK from Table J5.2.1 b): Heating Degree Days(HDD65)from Table J5.2.1 a: (For items d.through i., fill in all values that apply from Table J5.2.Ib:) a. Gross Wall Area sq.ft f. Wall R value R- b. Glazing Areal sq.fL g. Floor R-value R- c..Glazing%(100 x b_a) % h. Basement wall R- d. Glazing U-value U- i. Slab Perimeter R- e. Ceiling R value R= j. Heating AFUE ❑ Component Performance: "Manual Trade-Off'(Limited to wood or metal framed buildings only) Climate Zone(fxom Figure J6.2.2) ❑ Zone 12 ❑ Zone 13 11 Zone 14 Attach Trade-Off Worksheet from Appendix J, [and HVAC Trade-off Worksheet, if applicable) ❑.MAScheck Software Attach Compliance Report and Inspection Checklist printouts ❑ Home Energy Rating System Evaluation Attach Home Energy Rating Certificate(HERS rating score must be 83 or higher) ❑ Systems Analysis OR ❑ Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY: a. Gross Wall+CeiIing Area ti bq!A_sq-ft. b.Glazing Areal013- P e�°sq g c.Glazing%(100 x b=a) % ADDITION with GIazing% (c.) up to 40% may use 780 CMR Table J1.1.2.3.1 below: 12ARL M Ii-valu MIN R-Val ,estrations i Ceilino3 V4a11 Floor Basement Wall l lab Pe 'meter Tae to 3 9 R-37 R-l3 R-1 R-l0 R-1Q.4 ft 1 Glazing azin�Area may be either Rough Opening�or Unit dimensions. 2 Based.on NTFRC Iisting. Applies either to every unit,or to area-weighted average of all units. R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full F.-vclue over the entire ceiling area J.e.-not compressed over exterior walls,and including any access openings.) ❑ "SUNROOM"addition (greater than 40% blazing-to-wall and ceiiinb Bross area) Attach "Consumer Information Form"from 780 CMR A ppendix B. Official's Name: Official's Signature: E a n, ON '� w NEW I I ��► ';,� � � � ��. � � � OATH �............ _ we nwoom 0 CL CL , � Ew E w SE K-&j VAN I-ry r w0A,z �k. ! s ! CL vE Ex-r G wN c NEW goof? I 1"O MAfchi AXI "1 C��n�00M � ., � PM\oo 5��'Owv/oow,P�A� rf.-orosEr or-noN c r� ��ti XHAU51- FAN HAP,12 i7UCTt<-P TO -311 N 50 CL I' bG ,VA 5' SLbG pp II To } rHOWN 5HA r:�P C ICAL> 5 50 1416 � � N CSI INC V N 'OW. ASI N WITH �Xl5T1N XI TING <zO INt-20W [3eLOvW NC--W t-2H WINt2OW5 k-ICiMF--P WITH IST rLOOt2 WINPOW5. 51:I✓ E�L.[�VATION VIEW r-OI, ALTrPNATF At2- 12ANG� KU Z p�5112�NCF 1 5�i r OXFOPp 51r�f f 7 1 NO�11-I1 POM,, AAA ,A 98 Forest street �, Kevin M y • North Andover,MA 01845 • PH:97"88-335 Building Contractor • FAX:978.688-7207 �- Proposal To: Jeff&Alyson Kutz 151 Boxford Street All Home impmvenrent Contractors and Subconlractors engaged in home' North Andover„ Ma 01845 �N trap r istratim by provisions ns of chapter 142A of the general laws,must be registered with the Commonwealth of Massachusetts.Inquiries about registration and Status should be made to the Director,Home Improvement Contract Registration,One Ashburton Place, From: Kevin Murphy Room 1301,Boston,MA 02108.(617)-727 8598 CC: Date: 10/9/2012 Job: Family room addition Date of plans: 10/12 Architer Twomey Design Location: Same Section 1-Work Schedule Contractor will begin the work or order the materials before the third day following the signing of this agreement, unless specified here in writing contractor will begin work on or about 10/15/12. Barring Delay caused by circumstances beyond Contactors control,the work will be completed by 2/28/13.The owner hereby acknowledges and agrees that the scheduling dates are approximate and that such delays that are not avoidable by the Contractor shall no be considered as violations of this agreement. Section 11-Warranty The Contractor warrants that the work furnished hereunder shall be free from defects in materials and workmanship for a period of 1 year following completion and shall corn with the requirements of this Agreement In the event an PN ro9 Ag y dated in workmanship or materials, or damage caused by the Contractor, his subcontractors, employees or agents, is discovered within one year after completion of any job, including cleanup,the Contractor shall,at his own expense,forthwith remedy,repair correct,,re replace,or cause to be remedied,repaired,or replaced, such damage or such defect in materials or workmanship. The foregoing warranties shall survive any inspection performed in connection with theagreed-upon work. Section III-Scope of Work Page 1 of 6 Kevin Murphy Page 2 of 5 Building Contractor 98 Forest Street Nath Andover,MA 01845 PH:978fi8&5335 FAX:978$88-7207 General Proposal is to add 26'x30'family room addition, farmers porch/renovations as shown on plans dated 9/20/12. Building permit will be provided by contractor. Plans to be provided by owner. No allowance has been made for any conservation, board of health,variance approvals. Excavating Excavation required to install new full basement area will be provided. All additional fill will remain on site, and be graded out in back yard. Backfilling and rough grading will be provided. No allowance has been made for removal of any ledge, relocation of underground utilities, sprinkler systems, landscaping / lawn installation / repairs. Foundation Poured concrete foundation will be provided as shown on plans. New basement will be two steps down from existing. Concrete cutting will be provided to gain access between existing basement areas. Concrete floor will be poured over crushed stone base. Building All frame, roof, and siding materials will be supplied and installed as shown on plans/to meet code/to match existing. Floor joists will be 2x10, exterior walls will be 2x6, roof rafters will be 2x12. All floor , wall, and roof sheathing will be fir plywood(3/4 on floor, 1/2 on walls, 5/8 on roof). Roof shingles will be 30 year architectural Color to be determined. No allowance has been made to reroof existing house. Option / cost to reroof existing house will be given prior to starting work. Ice and water sheild will be installed at all roof edges/valleys. Exterior walls will be wrapped with Tyvek or equivalent. Sidng will be hardi plank, cement based clapboards. looks same as Masonite on existing house ) . Anderson windows and doors will be supplied / installed as shown on plans. Porch will have beadboard ceiling, Azek decking, radiance railings. ( samples will be given prior to starting porch P 9 Po ) Plumbing Plumbing required to add sink in new bar area will be provided. An allowance of $1000 has been included for sink/faucet. No allowance has been made to relocate laundry connections. Electrical Electrical work required to wire addition to code will be provided. Twenty recessed lights have been included. Phone/cable/computer lines will be roughed in by electrician, to be connected by service provider at owner's expense. General layout to be approved by owner, prior to rough. Surface mounted fixtures(ceiling fans , wall sconces) to be supplied by owner, installed by contractor. Heating/Air Conditioning Existing boiler will be replaced /upgraded to properly heat all existing and added areas.Two new zones of heat will be added. Wall mounted air conditioning unit will be supplied and installed to cool new great room area. Kevin Murphy Page 3 of 5 Building contractor 98 Forest Street North Andover,MA 01845 PH:978688-5335 FAX:978688-7207 Insulation All added/renovated areas will be insulated to meet code. R-30 in basement ceiling, R-21 in exterior walls, R- 38 in first floor ceilings. Plaster All added / renovated areas will be blueboarded and skimcoat plastered. Walls will be smooth, ceilings to be determined. Interior Trim/Doors Pre-primed interior trim,columns/archways will be supplied and installed as shown on plans. Painting All interior and exterior painting will be provided. One coat of primer, and two coats of finish will be applied to all painted surfaces. Colors to be determined. Flooring Hardwood floors will be supplied / installed / finished in new great room, to match existing. Tile in existing kitchen will be removed, and new hardwood will be installed. Carpets will be installed in finished basement area. Alternatives can be substituted in basement area, if carpet is deleted. An allowance of$25 per square yard has been included. Waste Removal All construction debris will be disposed of by contractor. Other Allowances An allownace of$5000 has been included for gas fireplace and surround. An allowance of$6000 has been included for added kitchen/bar area cabinets. An allowance of$10,000 has been included for retaining wall/walkway at front of house. No allowance has been made for retaining walls/patio in rear/side of existng house/new addition. An allowance of$5000 has been included for built in cabinets on fireplace wall. Kevin Murphy Page 5 of 5 Building Contractor 98 Forest Street North Andover,MA 01845 PH:978b88S3W FAX:978586-7207 Section IV-Price Schedule We hereby propose to furnish material and labor-complete in Accordance with above specifications for the sum of... ... ...... ......... ...... ... .......$ 201,000 Payment to be made as follows: Percentage/item Description Amount 1 Permit obtained $5000 2 Foundation complete $25,000 3 Roof of addition framed $40,000 4 Porch framed $14,000 5 Siding /windows installed $25,000 6 Plastering complete $25,000 7 Interior trim complete $15,000 8 Built ins/ retaining walls/walk installed $15,000 9 Floors / painting complete $25,000 10 Job 100% complete $12,000.00 Total 10 $201,000.00 Notice:No agreement for Home irnprovement contracting work shall regime a down paymern(advance deposit)of more that one4hud of the total contract payments which the contractor nxist make,in advance,to order and/or of obtain delivery of speaal order mequipment,whichever is greater materials and ter of the total amount of at deposits or Contractor: Kevin Murphy 98 Forest Street No.Andover, MA 01845 Registration No: 101874 Section V—Acceptance Acceptance of Proposal—I have read this document and accept the prices,specifications,and conditions stated. I understandh t at upon signing,this proposal becomes a binding contract.You are authorized to do the work as specified. Payment will be made as outlined above. You the buyer may cancel this transaction at any time prior to midnight on the third business day after the date of this transaction cancellation must be done in writing DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES Signature Date 6, (t -Z, Signature Date 1 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/OrganizatiorAndividual): Address: t'` Qrti s i' S-t City/State/Zip: l•a, l,� y ha� Phone#:--R--i T b a S Are you an employer?Check the appropriate box: Type of project(required): LM I am a employer with t _ 4• ❑ I am a general contractor and I 6. Q New construction employees(full and/or part time).* have hired the sub-contractors 2.Q I am a sole proprietor or partner- listed on the attached sheet.t �• Q Remodeling ship and have no employees These sub-contractors have 8. Q Demolition workers'comp.insurance. 9, Building addition - working forme in any capacity. � g [No workers'comp.insurance 5. Q We are a corporation and its 10.E]Electrical repairs or additions required.] officers have exercised their right of exem tion er MGL 3. I am a homeowner doing all workp 11.Q Plumbing repairs or additions Qp c.152,§1(4),and we have no 12.Q Roof repairs myself.[No workers'comp. t employees.[No workers' insurance required.] 13.E]Other 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 my employees. Below is the policy and job site information. �• Insurance Company Name: .���a� C-0 *� Expiration Date: '1 U l 13 Policy#or Self ins.Lic.#: � . v ��c Job Site Address: �,� L �iy�., $' City/State/Zip.. t�, � d-t�'+ �-- Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). n 25A of MGL c.152 can lead to the imposition of criminal penalties of a e coverage as r under Sectio Failure#o secure g required 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 coverage verification. I do h ereby,certify under the pains and penalties of perjury that the information provided above is true and correct Si afore: Date: ( C� Phone#: Official use only. Do not write in this area,to be completed by city or town offwial II City or Town: PermitlLicense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.,Cityfrown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: /YYY ► = CERTIFICATE OF LIABILITY INSURANCE 18/7/2012 Y) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. Astatement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: M P Roberts Insurance Agency Inc HON ,Ext: 978-683-8073 iAc No):978-683-3147 1060 Osgood Street ADDRESS: sandi@mprobertsinsurance.com North Andover Ma 01845 INSURER(S) AFFORDING COVERAGE NAIL# INSURER A: PROVIDENCE MUTUAL INSURED KEVIN MURPHY BUILDING & REMODELING INSURER B: MERCHANTS INSURANCE 169 BOXFORD STREET INSURER C: GUARD INSURANCE INSURER D: NORTH ANDOVER, MA 01845 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILNTR TYPE OF INSURANCE INSR WVD POUCY NUMBER (MM/DDNYYY) (MM/DDNYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1 1000,000 X COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence) $ 100,000 CLAIMS-MADE CI OCCUR MED EXP(Any oneperson) $ 5,000 A CPP0060868 1/22/11 1/22/12 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY JET LOC $ AUTOMOBILE LIABILITY Ea accident) $ 1,000,000 ANYAUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED MCA7013608 01/23/12 01/23/13 B AUTOS AUTOS BODILY INJURY(Per accident) $ II NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION $ $ WORKERS COMPENSATIONX WC STATIM 10TH- AND EMPLOYERS'LIABILITY YIN TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L EACH ACCIDENT $ 500,000 C OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) KEWC317800 7/01/12 7/01/13 E.L DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below EL.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,it more space is required) CERTIFICATE HOLDER CANCELLATION TOWN OF NORTH ANDOVER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE BUILDING DEPT THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN NORTH ANDOVER MA 01845 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REP IVE © 1988-2010 ACORD CORPORATION.All rights reserved. ACORD25(2010/05) The ACORD name and logo are registered marks of ACORD ATTIC FLOOR LLU EB FAMILY RM.CEILING SECONOFLOOR FIRST FLOOR FAMILY R M FLOOR GARAGE FLOOR I _._._._._._._._._._.—.—._._.—._._._._._._._._._._._._._._._._._._._._._._._._.—._._._._._._._._._._._.—._._._._._._._.—._._._._._._I_._ NT _ -------------------------------------------------------------._.—.—._._._. SEWS FRONT ELEVATION TW21052 R.O.S.."X9b3/4' .1052 1/4"=1'-D" R.O.3'.0lie X S'4 7/9' 13.0Iff X 5'-0 7/9" KUTZ RESIDENCE TWOMEY 151 BOXIon1 5t.,N.Andover DESIGN Sill lTllls: IElwall Osla: 9.20.12 23 Calitomla Road Sheat uo. 5 01 8 Readin,MA 01867 (781942-0146 02011 NamyJ.Taomey ATTIO FLOOR ........................ BEGOND FLOOR IFFE FF .............. ............... .......... IR6T FLOOR FAMILY ROOM FLOOR 4 Fm N w m NEW BASEMENT FLOOR TW2846 TW2846 R.O.2'-10 1/8"X 4'-B 7/8" R.O.2'-10 1/8"X 4'-8 7/8" FWG6068FWG6068 R.O.6'-0"X 6'-8" R.O.6'-0"X 6'-8" SIDE ELEVATION TWOMEY 151Boxford St.,N.AAndover DESIGNSheet TOe:DrK—y SNe Batton Date: 9.20.12 23 CalBornia Road Sheet No. 6 0l 8 Reading,MA 01867 (781)942-0146 02011 Nang J.T.,w ATTIC FLOOR ---------------------- ® ® W�H .._._._....._.6ECOND FLOOR FIRST FLOOR R _._._... -_._._._._._._._._._._._._ BASEMENT FLOOR OOft ._._I--------------------- .------------------- .--------- . ._._._._._._._._._.---------------- _--------- .�.—._._.�. ----------- .—._.--------- ------------------------------------------------------ CTN28-2 R.O.5'-7718"%3'-012" REAR ELEVATION FWG1206114 1/4"=1'-0'� R.O.1 t'-9 3/4"X W-11" fIIRES. TWOMEY 151 Booxford St.,,NN..Andover DESIGN bhaal Title: RearDavatbe Date: 9.28.12 23 California Road Read! Sheol Na. 7 of 8 I76i�'MA 01667 842-0146 02811 NamyJ.Trwmey PLASTER OPEN OPEN INTERIOR-FAMILY ROOM INTO KITCHEN INTERIOR-KITCHEN INTO FAMILY ROOM O -- FlRE PLACE WALL 1/4"=1'-0" KUTZ RESIDENCE TWOMEY 151 Boxford St.,N.Andover DESIGNSheet roe: Inlmim Ebrvtlam Oela: 9.20.12 23 California Road Sheet No. 8 o1 8 Readin,MA 01867 (781942-0146 02DI1 Nrcy J.Twomey ............... .......... c 7/7 m 110 D00 D� 17F] +H4 LIVING ROOM DINING ROOM DEN P FIRST FLOOR-EXISTING 1/4" i / ebT UTZ SIDENCE TWOMEY 151 B.K.ford RESt.,N.Andover DESIGNSheet Title: Flmt Fbar-E*Ina Date! 9.20.12 23 CaJ!fomia Road Readl7,MA 01867 Sheet Na. I of (781 942-0146 02011 N-1.T, ...... .... / �i� � 1 II l 4 II R—WWALL -------------------- i r -------------------- -OR—N KUTZ RESIDENCE m Fr51 Boxford St.,N.AndoverD E>SIGN .......: z,...z 23 Calliomia Road Sheat No. 0 of Readln�,MA 01867 (781 942-0146 02011 ftry .......... ................................. — ------------------- ............... i OIL........ TANK UP STORAGE NEW BASEMENT ------------------- .............. UP -.0----------- ------------ ------- —.—.—.—.—.—.-0._.—.—._._.' ------------------- GARAGE rl U�N] GAR.FL-101,0' BASEMENT ........................ P ---------------- ...........- ..... ..... ..........— ................. .............. .......... ......................... ZAARO KUTZ RESIDENCE TWOMEY 15,Boxford St.,N.Andover BASEMENT PLAN DESIGN /Sheet Title:Bae.—tf`bor!`Lm 23C ,MX Date: 9.20.12 a 0 Readii,MA 0 67 Sheet No. 4 of 8 (761)942.01 781 942.01 6 02071 N-y1TI.-Y RAISED PATIO RETAINING WALL EXISTING DECK —30. w-v ----------- ----------------------------------------- --------------- ............. FD ------------------- 112—E KITCHENmoo i ,L---- ------------ ------ ------------ "N ON FAMILY ROOM A II LIVING ROOM DINING ROOM aREAKFASTTA6LF FFE-109.8'1 F ----------------- ----------------- RE-USE EXIST ml ----------- AV -------- ------------------------------------------- 14'4r 4— + �I RESIDENCE + nAlr)KAPV-—tSI+Xford St.,N.Andover '6E7s',A' "-"tht: P.lFb.,Pl. FIRS FLOOR PLAN Daze: 9.20.12 1/4"-1.-0.. 23 Callfom Road Sheet No. 3 of 8 Reading 2-0101867 781 i� 46 020II NmJ.TVmmoy