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Miscellaneous - 315 SOUTH BRADFORD STREET 4/30/2018 (8)
q2�j� Ute , NORTH BUILDING"PERMIT ~�L TOWN OF NORTH ANDOVER _ ° APPLICATION FOR PLAN EXAMINATI N Permit NO: Date Received Date Issued:. SAC HU IMPORTANT: Applicant must complete all items on this page LOCATION w Pn t PROPERTY.OWNEF2 Pnnt MAP NO _PARCEL� ZONING DISTRICT Historic Distract yes z F..,. a Ma�hme Sho Villa es TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building 7 One family X, Addition Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other p-Septic t]V1/e11 C Fiootlplain Wetlands Wato�shed Distract Vllator/Sewer C�l� are �en1ily il, (70 -xLsf�� 0 CIrirnC l.s Identification Please Type or Print Clearly) OWNER: Name: 1211 C C.e- Srn c�/c,k Phone: 1 ` S C o -S o/7 Address: CONTRACTOR Name Phone ; ' ' Address' I. Supervisor's Construction Ltceryse :Exp Date Home Improvement Llcen'se zn y Exp Date h a ARCHITECT/ENGINEER c ,i' -o Phone: �'� `kyr - S E Address: 31 -,r 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: $ r7?IQ'00-- FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guraranty ffuund Signature of Agent Owner Sign', ure'ot contractor; t � 7 A �lans 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 F1 L1PCL MENTCS� ".5MAct �5 1 1 �J(,SAN a�weaj CONSERVATION 5 'M ❑ MMENTS .� . <. C. �1 lc3 DATE REJECTED DATE APPROVED HEALTH i '❑ , MENTS % f 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 i Located at 384 Osgood Street FIRE`DEF'ARTMENT �' rrip�Dumpster on slte yes Y 4 . „y Located of 124Main-Street' Fire Depar#ment signature/date A S7tr + .. a " 4 o-,k':...y 4 , n "'1 t i - '9z F ' .^•_.;s ;:.. C©MNIE,TS _ ih, `dimension , Number of Stories:Total square feet of floor area, based on Exterior dimensions. 0�. Total land area, sq. ft.: )'<r s ELECTRICAL: Movement of Meter location, mast or service droVro quire,� approval of Electrical Inspector Yes No �/ DANGER ZONE LITERATURE: Yes Nod MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) . ,ems �� i� � `�'�` ►� �-�. y-VG -�D � - �l D o-0 �I i i ❑ Notified for pickup - Date --------_..._.------- .---- Doc.Building Permit Revised 2012 I I /1 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. T Roofing, Siding, Interior Rehabilitation Permits 4 Building Permit Application 4. Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract 4. Floor Plan Or Proposed Interior Work 4 Engineering Affidavits for Engineered products OTE: 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/Cross Section/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 OTE: 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 Workers Comp Affidavit Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) Copy of Contract 2012 IECC Energy code Engineering Affidavits for Engineered products OTE: 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:Building Permit Revised 2014 • lam, _ FROM HOMES BY JEFF AND SONS 7 POWHATAN RD PEPPERELL MA 01463 TO; Michael Smolak 315 South Bradford St North Andover Ma 1) We will remove the existing greenhouse that measures 30 x 50'. 2) We will excavate a whole for a foundation which will be a 4 foot deep frost wall. The whole will measure 30 feet wide by 50 feet long. 3) We will install a foundation which will have a 20 inch footing 10 inches thick and a 10 inch thick wall 4 feet tall. We will then backfill the entire foundation grade and level. 4) We will excavate a trench from the two half baths continue through the front of the foundation and connect to the sewer system in the front of the old building. We will also excavate a trench for the water lines into the bathrooms. We will install all the piping for the sewer and for the water and backfill level and compact for a concrete floor. We will install 4 inch PVC pipe around the interior pp perimeter of the foundation for ventilation. We will then put 4 inches of crushed stone for a base for the concrete floor. 5) We will pour a 4 inch thick steel reinforced concrete floor within the foundation. 6) We will frame a structure 30' x 50' on the foundation. The walls will be 2 x 6 construction with a pressure-treated sill plate and double top plate and all walls will be framed with window and door openings as shown on plan provided by Giattino architect. The roof and ceiling will be trusses and they will be mechanically tied to the walls with hurricane ties. The walls will have half inch zip plywood installed and ring nails and taped. The roof will have one half inch zipplywood also ring nails and taped. The roof will have 6 feet of water and ice P Yw g p protection 8 inch white drip edge and 30 year architectural shingles with a vented ridge. 7) The exterior walls will be shipped lap barn boarded. Doors and windows will be trimmed by roughs on one by four Pine. 8) The doors will be Anderson French would double French doors. In the windows will be Harvey vinyl double hung windows. • FROM HOMES BY JEFF AND SONS 7 POWHATAN RD PEPPERELL MA 01463 9) On the interior we will frame for two half bathrooms. There is already an existing handicap bath in the old facility. In the half baths we will install toilet, pedestal sink, and electric hand dryer. The baths will also have a ventilation fan light combination with a motion sensor switch which will turn the light and fan on when anyone enters the room. 10)The interior walls will also be barn board. The ceiling will be v-groove pine. There will be four imitation beams from side to side on the ceiling constructed of hollow roughs sawn Pine. There will also be beams running up the ceiling at the same points and meeting at the top of the cathedral ceiling. Then we will have diagonal beans coming from the crossbeams up to the ceiling beam to form and imitation truss look. 11)The room will have a forced air heating system and air-conditioning system which will be installed by Morris heating and air. All propane connections will be done by a licensed plumber and pipefitter. 12)The electric will be performed by a licensed electrician. We will have recessed cans in the ceiling, wall sconces, and plug elements along the walls to code. The electrician will also wire the heating and air-conditioning units to code. 13)The concrete floor will be polished concrete or painted with polyurethane floor paint. 14)The front of the addition will have a 8 foot trellis extending from the building towards the street. 15)We will install a set of granite steps leading from the side of the building down towards the animal petting area. 16)We will build a small room off the back of the existing office on to the loading dock which we will enlarge to accommodate trucks entering from the back not the side. FROM HOMES BY JEFF AND SONS 7 POWHATAN RD PEPPERELL MA 01463 All material is guaranteed to be as specified, and the above work to be performed and completed in a substantial workman like manner for the sum of: $79,000.00 Payments to be made as follows, 25%to begin the project, 25%alter toundation is installed, 25% after the frame and all rough plumbing, heating and electric is complete and the balance upon completion. Respectfully submitted: Jeffrey A Chabot. ACCEPTANCE OF PROPOSAL. The above prices, specifications are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payments will be made as outlined above. DATE 3 ���� Signature /j���,�,�cc,. °- Signature Job Truss Truss Type QtyPIY Smolak Farms 160230628 S01 Scissor 24 1 Job Reference(optional) Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc. Mon Mar 21 13:15:41 2016 Page 1 ID:4sD?igch2JifoTl4yXoBP3zfLD2-KwlcOXQRwBZpcKPgPY?QSETRJ1 FPhbeoGoOz2PzYj7 1-0- 4-10-9 9-10-14 15-0-0 0-1-2 25-1-7 30-0-0 1-0- 0- 4-10-9 5-0-5 5-1-2 -2 5-0-5 4-10-9 -0- 5x8 11 Stale=1:61.9. 8.00 F,2 6 8x8 i 27 8x8 1 2 5 7 3 13 12 II 2x4= 2 2x4= 4 8 1 � 5x12 i 1 W 14 6.00 12 12 9 5x12 3 8x8 �6.g 8x 11 2 1 10 10x12 II - - 10x12 II l 7-7-7 15-0-0 22-4-9 30-0-0 7-7-7 7-4-9 7-4-9 7-7-7 Plate Offsets - 2:0-4-5,Ed e,[5:0-4-0,0-4-81,[6:0-3-12,0-2-81,[7:04-0,04-8],110:0-4-5,Edge],[12:0-4-0,0-5-41,(13:0-5-2,0-4-01, 14:0-4-0.0-5-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 50.0 (Roof Snow50.0) Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.54 13 >655 240 MT20 197/144 / Lumber DOL 1.15 BC 0.87 Vert(TL) -0.8713-14 >408 180 TCDL 10.0 Rep Stress Incr YES WB 0.56 Horz(TL) 1.06 10 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2009frP12007 (Matrix) Wlnd(LL) 0.15 13-14 >999 360 Weight:180 Ib FT=4% LUMBER- BRACING- / TOP CHORD 2x6 SPF No.2`Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. T1:2x6 SPF 21 OOF 1.8E BOT CHORD Rigid ceiling directly applied or 8-6-2 oc bracing. BOT CHORD 2x6 SPF No.2*Except 132:2x6 SPF 210OF 1.8E WEBS 2x4 SPF No.2`Except' W4:2x4 SPF 2100F 1.8E h, SLIDER Left 2x8 SP No.1 3-0-9,Right 2x8 SP No.1 3-0-9 REACTIONS. (Ib/size) 2=2216/0-5-8 (min.0-3.8),10=2216/0-5-8 (min.0-3-8) Max Horz2=335(LC 7) Max Uplift2=-211(LC 8),10=-211(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-5449/1019,3-4=-5260/1027,4-5=-5831/984,5-0=-5485/674,6-7=-5485/674,7-8=5831/984, 8-9=-5260/1027,9-10=-5446/1019 BOT CHORD 2-14=-744/4350,13-14=-701/5798,12-13=-701/5798,10-12=-744/4350 ; WEBS 6-13=-560/5337,7-13=-1084/493,7-12=-673/129,8-12=-3/944,5-13=-1084/493,5-14=-673[79, 4-14=0/944 r NOTES- r 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.ll;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;PF--50.0 psf(flat roof snow);Category ll;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 50.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1 6)Bearing atjoint(s)2,10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. / 7)STC26 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 10.This connection is for uplift only and does not consider lateral forces. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI[TPI 1. f 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard >2 Ci 1 01 to) O Inds truss is to be fabricated per ANSI/TPI quality requirements.Plater shall be oLsize and type shown and centered atjoints unl cs otlterwise noted.This design is based upon parameters shown,and is for an indkidual fd,4g con to to building component to be installed and loaded vertically.Applicability of d sign parametas and proper incorporation of component is responsibility of the Building Design..Building Designer shall verify all design 'natio„ Posen information on this sheet for conformance with conditions and requirements of the.specific building and governing cods and adinances.Building Designer accepts responsibility for the cou-cess or accuracy of the design on itis information as it may relate to a specific building.Certifcation is valid only when Huss is fabricated by a lJll'company.Bracing shown is for lateral support of truss members onl - nun a.,it, permanent bracing.Refer to Bun/ding Component SafelyInfo,mation(BCSI for y and doesnot replace erectirn and �tt b,at'ta ) general guidance, storage,delicay,erection and bmnng available frain SBCA and Truss Plate Institute. 1 I DO NOT SCALE 0RAWIN65.ALL WORK TO BE DONE IN CONFORMANCE 1NITH 160 CMR MASSACHUSETTS STATE BLDG CODE eTHEDMION.BUILDER TO VERIFY ALL DETAILS AND DIMENSIONS.THIS PLAN 15 COPYRIGHTED BY GIATTINO PE516N AND 15 PROVIDED FOR A ONE TIME BUILD. ADD 30'X 50TALL O SEARINTION.NT TO HAVE CONTINUOUS BLOCKING DOWN RIDGEVENT RETAIL SPACE VERIFY EXISTING FRAMING d BEARING LINES. k REBUILD CONNECTOR ARCHITECTURAL GRADE ASPHALTERN LES E%ISTING METAL ROOF PERGOLA OVER ROUGH SAWN: 63P 5T5"OUBRACES A 1X381X6 PVL TRIM WI 7:12 696 BAMS B ALUMINUM GUTTER 2X6 PERGOLA 5IMI-50N BC6R(OR WINDOW HEAD G EQUAL)CONNECTOR AT RD. RO" EACH POST TO BEAM 03 03 03 03 03 03 03 03 0 OZ D01 EXISTING 1xs d 1x6 Pvc CORN ER BOARDS 1X6 TdG SIDING PERGOLA FOOTINGS–1T DIA.-111-111(W/1 /T ANCHOR BOLT 8 PLATE)ON 24"X24' X 12"FTG®46"MIN.DEPTH BELOW GRADE (OR TO UNDISTURBED SOIL)NOT 51-OWN. Ll Ll1 FRONT ELEVATION B 5 EXISTING I 02 02 03 03 03 03 D01 GIATTINO DESIGN 5MOLAK FARMS 3ucN�"1 ouw 315 SOUTH BRADFORD STREET LEFT ELEVATION ^� gym^ Ne NORTH ANDOVER.MA 01645 FRONT&LEFT ELEVATIONS 2115116 5(11(16 PAGE 10. vaar-0" 2nsn6 3 3/3116 DO NOT$GALE DRAWINGS.ALL WORK TO BE DONE IN GON FORMANCE WITH TSO CMR MASSACHUSETTS STATE BLDG CODE STHEDITION.BUILDER TO VERIFY ALL DETAILS AND DIMENSIONS.THIS PLAN 15 COPYRIGHTED BY GIATTINO DE51GN AND IS PROVIDED FOR A ONE TIME BUILD. ALL BEARING POINT TO HAVE CONTINUOUS BLOCKING DOWN TO FOUNDATION. V ADD 30'X 50' V@RIFT EXISTING FRAMING 8 SEARING LINES. /RETAIL SPACE fRIDGE VENT ADD 5TORA(5E ARCHITECTURALGRADE ROOM 1:12 ASPHALT SHINGLE5 EXISTING 2 1/16:12 A' 1X3&1X8 PVL TRIM W! 5 ALUMINUM GUTTER RUBBER ROOF fl DOWHEAD 'HIGH FENCE03 03 03 03 03 EXISTING D02 A 1XB T&6 SIDING 1X5&1X6 PVL q LORNERBOARD5 ADD DECK& STAIR5 TO GRADE BACK ELEVATION SELF AOHE5I BITUMEN UNDERLAYMENT ALONG WALL OEHIND DECK 8 UNDER DOOR FRAME 1%6 PVL TRIM OR SIDING DECK PLASHING 11Q'X 5"LAG 5CREW5, LOCATED PER CMR FLOOR SY.5TEM q" R502.2.21 TABLE 8502.2.1 2" EXISTING TENSION DEVICE W/1/2'THREADED P.T.DECK JOIBT5 ROD PER FIG. 502.2.2.3(SIMPSON P.T.IX6 XB"SPACER DTT2(OR EOUAW) BLOLK5®16"O!L EXISTING EXISTING O DECK ATTACHMENT DETAIL EA5TING REFER TO AWL PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE 1"•1'A" GIATTINO DESIGN SMOLAKFARMS v N 315 5OUTH BRADFORD STREET RIGHT ELEVATION 9u.swpw waw NORTHANDOVER.MA01645 BACK&RIGHT ELEVATIONS 2/15/16 3/11/16 1PA61 NO. 3/3116 II I I DO NOT SCALE DRAWH65,ALL WORK TO BE DONE IN CONFORMANCE WITH 180 CMR MASSACHUSETTS STATE BLDG SHINGLES&UNDERLAYMENT SHINGLES&UNDERLAYMENT CODE BTH EDITION.BUILDER TO VERIFY ALL DETAILS AND 112'CDX PLY DIMENSIONS.THIS PLAN 15 COPYRIGHTED BY GIATTINO ` 112"OR3/4"ZIP SHEATHING VENT SPACER(CONTINUOUS ON DESIGN AND IS PROVIDED FORA ONE TIME BUILD. I VENT 5PACER(CONTIN0005 ON CATH.CLS.,TO EXTEND 12"BEYOND ALL BEARING POINT TO HAVE CONTINUOUS BLOCXJNG DOWN {I CATH.CLG.,TO EXTEND 1Y BEYOND INSULATION FOR FLAT CLG5.) TO FOUNDATION. INSULATION FOR FLAT CLG5.) AIR DIVERTER(2X6 BLOCKING RIPPED TO ALLOW 2"AIR SPACE) VERIFY EXISTING FRAMING a BEARING LINES. AIR DNERTER(2%B BLOCKING 2X10 RAFTERSJ411 LUMBER STwN DARDS: RIPPED TO ALLOW2"AIR SPACE) ib"OIC WIi T2SELF-ADHERING BITUMEN 2%_MEMBERDARPS:BETTERS-P-F RAFTER5 OR TRUSSES RAFTER SEATUNDERLAYMENT TO EXTEND TO APO INT Fb•1000 P51 36"RUBBERIZED VENT SPACER(CONTINUOUS ON SHINGLES d UNDERLAYMENT 24'INSIDE THE EXTERIOR WALL LINE BL OWN FIBERG8.1.3%106 PSI INSULATION(R-09) UNDERLAYMENT LATH.CLC.,TO EXTEND 12"BEYOND 112"COX PLY —VENTED GALV.DRIP EDGE ( ) ( INSULATION FOR FLAT CLGS.) 2X6 LADDER FRAME 1X3 STRAPPING 1.6/4X_LVLMEMBERS: 4'RAFTER SEAT GALV.DRIP EDGE 16"0167X6 TRIM Fb•0b00 PSI ll �l E=1.9%106 PSI 1X5&1X18 PVC TRIM 2/2X6 PLA1X10 SOFFIT F1285 PSI iX35TRAP'ING 1%981X8 PVC TRIM JA�U1/�� 3.1/2"UN-FACE1X4 TRIM ®16"0/C INSULATION R-44) FIBERGLASS(RLATERALSUPPORT IS REQUIRED AT POINTS OP BEhRING,ANO 1X2 PVC TRIM ALO 6 TOP EDGE OF BEAM. 22X10 HDRAFTERS OR TRU55E5 058 SHEATHING 212X6 PLATES ALUM.SCREENED VENT 1X10 PVC SOFFIT MULTIPLE MEMBERS TO BE FASTENED IN ACCORDANCE WITH 6-MIL.POLY.VAPOR SIDING PER 5PEG5. MANUFACTURER'S SPECIFICATIONS. 1X5 PVC SOFFIT BARRIER NALL JOINTS HDR.PER PLAN 1X9 STRAPPINS®16'O/C 1X5 PVC TRIM LAPPED&TAPED AIR INFILTRATION BARRIER ALL BEARING POINTS TO HAVE SOLID BLOCKING DOWN TO 1X6 P/C TRIM 2X11 NAILER 10" 5-1n"UN-FACED HIGH PNDN. IQ" DENSITY FIBERGLA55 10" SIDING INSuunoN(R-21) INSULATION REQUIREMENTS: 5-1n"FIB ERGLASS CA5T-IN-PLACE WINDOW INSULATION(R-21) 1/T SHEATHING ANCHOR BOLT 2%b WALL ROOFS:,R NET 8 BLOW W/PROP-A-VENT 5.1/2'FIBERGLASS TRIPLE 2X6 FLATCEILIN65:R-09,14"BLOWNFIBER6LA55 INSULATION(R-21) ZN6 WALL PRESSURE ATTIC FLOOR:R-58,9-1/4"NET&BLOW TRRTED MU DSILL FLOORS OVER UNCONDITIONED SPACE: O ® CONCRETE X9"FI BERGLASSBAT S EAVE DETAIL OVERHANG RAKE FLOOR,SEE EXTTBAND J015T:R-21,5-in"FIBERGLASS SCALE:V-V-a" SCALEA"-l'-0" DETAIL'A',PG III—�- WALLS:R-23,NET 8 BLOW CONCRETE WALL HABITABLE SLAB5:R-5,1'UNDER ENTIRE SLAB,R-10 AT SLAB EDGE,2'TO 24" BELOW GRADE NALL SECTION sw1�:1n'-r-0' ROOF 5HEOVENT SHINGLES 8 UNDERLAYMENT 1n"ZIP SHEATHING SYSTEM 2X10 RAFTERS 16"OIC SHEOVENT RUBBER ROOFING 1n'ZIP SHEATHING SYSTEM 2X12 RAFTERS®16"O/C 12" 2-1/16' EXISTING 2' BLOWN FIBERGLA55(R-09) EXISTING CONNECTOR �T SHOWN DOTTED 1X3 STRAPPING @ IV OIC 6-MIL.POLY.VAPOR BARRIER W/ EXI5TIN6 ALL JOINTS LAPPED AND TAPED 112'DRYWALL EXISTING EXISTING ELECTRIC b METER d FEED 1= P.T.DECKING 4"CONC.SLAB P.T.DECKING SINGLE 2Xb SILL Pi 2X8 16.0lC Pf 2X8®16"O/G W/FOAM SILL SE A B 19'-1 t" 12•,0" 11'2" d 6 MIL POLYETHYLENE VAPOR BARRIER,LAP 8 TAPE ALL JOINTS 10'FNDN,WALL Y SAND 7"EXTRUDED POLYSTYRENE INSULATION 20"X 10"FOOTING TO 48" MIN.DEPTH BELOW GRADE SECTION A-A GIATTINO DESIGN 5MOLAK FARMS "'° 315 SOUTH BRADFORD STREET NORTH ANDOVER,MA 01845 5ECTION A-A 2/15116 3/11/16 PAGE NO, 2/25/16 5 3/3116 41 DO NOT SCALE DRAWINGS.ALL WORK TO BE DONE IN CONFORMANCE WITH T60 CMR MA55ACHUSETTS STATE BLDG - CODE BTM EDITION,BUILDER TO VERIFY ALL DETAILS AND DIMENSIONS.THIS PLAN 15 COPYR16HTED5YGIATTINO 'I DESIGN AND IS PROVIDED FOR A ONE TIME BUILD. ALL BEARING POINT TO HAVE CONTINUOUS BLOCYJ NG D011N TO FOUNDATION. VERIFY E%STING FRAMING 8 BEARING LINES. W MBER STANDARDS: 2% MEM5ER5:#20RBETTER5-P-F F6=1 PSI ,1.5X10 6 P51 1-S/4X LVL MEMBERS: F6.2600"I E•1.RX10615, —265 PSI LATERAL SUPPORT 15 REPUIRED AT POINTS OF BEARING,AND ALONG TOP EDGE OF BEAM. MULTIPLE MEMBERS TO BE FASTENED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. ALL BEARING POINTS TO HAVE BOL10 BLOCKING DOWN TO FNDN. INSULATION REOUIREMENTS: ROOFS:R-38,NET 8 BLOW W/PROP-A-VENT FLAT LEILIN G5:R4R,14"BLOWN FIBER6LA55 ATTIC FLOOR:R-38,5-114"NET 8 BLOW FLOORS OVER UNCONDITIONED SPACE: R-50,T'PIOERGLA55 BATTS EXT BAND JOIST R-21,5-1/2'FIBERGLASS WALLS:R-23,NET&BLOW HABITABLE SLABS:R-5,1"UNDER ENTIRE 5LA0,R-10 AT SLAB EDGE,2"70 24" BELOW GRADE F BDGEVENT 12" 2-1116' 12' l� RUBBER OF 5HINGLE5 8 UNDERLAYMENT 1/2"ZIP SHEATHING SYSTEM 1/2'ZIP SHEATHING SYSTEM 2%12 RAFTERS®16"O/L 2X10 RAFTERS /6"O/L BIBNN FIBERGLA55(R-4P) 3/1-3/4 X 11-1/4 LVL ROOF BM II EXI5TING CONNECTOR q BLOWN FIBERGLASS(R-41 n nrSHOWN.DOTTED 1X3137.APPING®16"OIL __ - BLOWN FIBERGLASS, I 6-MIIPOLY.VAPOR BARRIER W/ -- 1 ALLCIINT5 LAPPED AND TAPED 1/2'IRYWALL REMOVE WALL 8 ROOF SHOWN DOTTED I ]❑❑ III I � IIII § TYPICAL WALL: I� SIDING PER SPEC, AIRINFILTRATION BARRIER 117 05B SHEATHING 12'LALLY COL. 2X6 STUDS®le O/L 51/YHIGH DENSITY FIBERGLA55(R-21) IN WALL 6-MIL.POLY.VAPOR BARRIER9D WALL JOINTS LAPPED&TAPED SINGLE 2X6 SILL 1/2'WALL FINISH W/FOAM BILL SEALERLh F4'GONC.SLAB FNON.�Y-iALL TINGTO48'ELOW GRADE 5EGTION B-B GIATTIN0 DESIGN SMOLAK FARMS 315 SOUTH BRADFORD STREET NORTH ANDOVER,MA 01845 SECTION B-B 2/15/16 3/11/16 PAGE NO. 3/6"=1'-0" 2/25/16 (� 3/3116 i F DO NOT SCALE DRAWINGS.ALL WORK TO BE DONE IN CONFORMANCE WITH ISO CMR MASSACHUSETTS STATE BLDG CODE BTHEDITION,BUILDER TO VERIFY ALL DETAILS AND DIMEN510N5.THIS PLAN M COPYRIGHTED BY GIATTINO DESIGN AND 15 PROVIDED FOR A ONE TIME BUILD, I ALL BEARING POINT TO HAVE CONTINUOUS BLOCKING DOWN TO FOUNDATION. VERIFY EXISTING FRAMING&BEARING LINES. LUMBER STANDARDS: 2X MEMBERS:42 OR BETTER S-P-F F",", E•1.3X10 6 PIN 1d4X LVL MEMBERS: F64600 PSI E^1.9X10 6 PSI Fh2b5 PSI LATERAL SUPPORT IS REQUIRED AT POINTS OF BEARING, AND ALONG TOP EDGE OF BEAM. MULTIPLE MEMBERS TO BE FASTENED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. ALL BEARING POINTS TO HAVE SOLID BLOCKING DOWN TO FN N. INSULATION REQUIREMENTS: ROOFS:R-36,NET&BLOW W/PROP-A-VENT FLAT CEILINGS:RAA,14"BLOWN FIBERGLASS ATTIC FLOOR:R-3b,9.1/4"NET&BLOW FLOORS OVER UNCONDITIONED SPACE: R-30,9"FIBERGLASS BATTS EXT.BAND JOIST R-21,5.1/2"FIBERGLASS WALLS:R-23,NET&BLOW HABITABLE SLABS:R-5,1"UNDER ENTIRE RIDGE VENT SLAB,R-10 AT SLAB EDGE,T'TO 24" BELOW GRADE ROOF TRUSSES®24"OIG PER MANUFACTURERS SPECIFICATIONS TO BE DESIGNED TO SUPPORT SHINGLES&UNDERLAYMENT 50L SNOW LOAD,100 MPH WIND LOADS&ONE 3/4"ZIP SHEATHING SYSTEM LAYER OF 1/7'BLUEBOARD&PLASTER TRUSSES®24"O/C n_ BLOWN FIBERGLASS(R>9 12" 1-STRAPPING®16"0/C 6-MIL.POLY.VAPOR BARRIER W/ ALLJOINTS LAPPED AND TAPED 12" 1X6 T&G V-GROOVE CLG DEOORATTVE bXb&bX6 CASED CRO55 TIE BMS TYPICAL WALL: SIDING PER SPED. AIR INFILTRATION BARRIER 1/2'OSB SHEATHING 2X6 STUDS®16"O/C MI 7� .� 5112"HIGH DENSITY FIBERGLASS(R-21) Rl b-MIL,POLY.VAPOR BARRIER "ALL JOINTS UPPED&TAPED it 1/2"WALL FINISH FIM--# H 4'CANC.SLAB SINGLE 2X6 SILL W/FOAM SILL SEALER 6 MIL POLYETHYLENE VAPOR BARRIER,LAP 8 TAPE ALL JOINTS A Z"SAND B 10"FNDN.WALL 1"EMRUDED POLYSTYRENE INSULATION 20'X 10"FOOTING TO 45" MIN.DEPTH BELOW GRADE 5EGTION GG GIATTINO DESIGN 5MOLAK FARMS 315 SOUTH BRADFORD STREET v� 1n°'°"'+n°•^""^....Aar NORTH ANDOVER,MA01545 SECTION G-C. 2/15/16 3/11/16 PAGE NO, 2/25/16 1 3/3/16 DO NOT SCALE DRAWINGS.ALL WORK TO BE DONE IN 1"EXTRUDED _ DECK FOOTINGS-12'DIA 50NOTUSE(W/1/2" CONFORHANCE mTH 1W LHR MA55ALHU5ETT55TATE BLDG POLYSTYRENE INSULATION1!2"ANCHOR BOLTS ANCHOR BOLT&PLATE)ON 24'X24'%12" CODE6THEDMION.BUILDER TO VERIFYALL DETAILS AND PER CODE FTG®40'MIN.DEPTH BELOW GRADE(OR DIMENSIONS.THIS PLAN 15 COPYRIGHTED BY GIATTINO 4"CONCRETE SLAB SINGLE PT 2X6 SILL TO UNDISTURBED SOIL)NOT SHOWN. DE516N AND IS PROVIDED FOR AONE TIME BUILD. 2"GRAVEL __ ALL BEARING POINT TO HAVE CONTINUOUS BLOCKNG DOWN a TO FOUNDATION. SILL SEALER VERIPY EXI5TING FRAMING 6 BEARING UNE5. • 0'-51r,x— 6 FOUNDATION(R401 k &MIL.POLYETHYLENE VAPOR 0 1 2" YYY Geatechnlcel Evaluation of Sells:(R401.4.1) DARRIE R,LAP&TAPE ALL JOINTS NOTCH FNDN Concrete to be no leas than 2500 P61(Table 8402.2) 1"EXTRUDED POLYSTYRENE Footings to be cart on undisturbed soli.(R403.1) INSULATION(R-5)UNDER ENTIRE SLAB OF THE BAR WITHIN t7 OF THE TOP ( No conaste to be poured Wth temperatures belga 32 1 OF THE FNDN WDLL AND(1)#4 BAR degrees. FOOD GRADE DIATOMACEOU5 EARTH NEAR THE MID-HEIGHT OF THE Fonn spreading He,to be broken offend filled Wth WALL PER TABLE 8404.1.2(1) ELEV.'0'TOP OF FNDN WALL hydraulic cement. r--------- — --T--------- Perimeter drains,re4ulred. 24"HIGH 1"EXTRUDED d I - \\\\\\\\\\\\\\\\\10"FOUNDATION WALL(2500 P51 MIN.)ON 20"X 10" POLYSTYRENE INSULATION(R-5) 49 �— —�— ---� ------ --FOOTING(250 F51 MIN.)AT 46"MINIMUM DEPTH ELEV.-)5"TOP OF FNDN WALLI / PIN FOUNDATION TO BELOW GRADE,OR PER CODE. EXISTING WITH#4X12--L0 N FOUNDATION WALL • GRAVEL FILL II I / DOWELS®B"O/L VERTICAL FOUNDATION WALL REINFORCEMENT:(1)#4 BAR INTO FX15TING WALL,EPDXY WITHIN 12"OF THE TOP OF THE FNDN WALL AND FILTER PAPER I I I GROUT B"INTO WALL (1).BAR NEAR THE MID-HEIGHT OF THE WALL PER TABLE R404.1.2(1) (2)CONTINUOUS#4 BARS • 4"PERTIFNUOOUSRATEDARONPIUPE, —�• LOND I I / ELEVATIONS 6IVENA55UME DOUBLEPRE55URE " FNDN,SLOPED TO / TREATED 2X6 SILLS WITH FOAM SILL SEALER. 4"LCR °• _DAYLIGHT / 1 / ANCHORS PER LODE. ®INSULATED 5LA137"'TSTONE(34") f I / EXISTING WALL5 4"CONCRETE SLAB(2506 P51 MIN),4"GARAGE SHOWN HATCHED SLAB(3000 PSI)OR PER CODE, SCALE:3/4"=1'O' / Y I / PROVIDE ACCESS AND VENTILATION PER LODE. 49'-6 112" I 11-B 1I2 / PROVIDE SUB-SLAB RADON VENTING SYSTEM.4" PERFORATED PVC PIPE LOOPED UNDER SLAB TO ELEVATION TOP OF 20"X10" CAPPED STANDPIPE FOR FUTURE HOOK-UP IF --- ELEV.'0'TOP OF FNDN WALL ------- --------- I FOOTING D'-Y'BELOYN—GRADE ------ I I REQUIRED. f----- ----------- A ---------- ----------- ------ -F � 7 I ELEV.(-)5"TOP OF FNDN WALL IN I B JIB ELEV.(-)4"TOPOF/ 031 I r--------- 24"X 24"X 12"FTC, B"B J I• I — I F. 2'-6' / 1 I I I I I I �I Ig I I 4 1 / FIN FOUNDATION TO h Z I 1 p"- �1,1115111151,11THIPIX12'LONG DOWEL5®W O/C VERTICAL GROUT B"I TO WALL EPDXY I ELEVATION'0e TOP o I> I OF4"SLAB I I I I / I I I � EX75TING WALLS I I / SHOWN HATCHED PIN FOUNDATION TO I II I I NG DOWEL5®B"O/#C4XVERTOCAL INTO EXISTING WALL,EPDXY L----------------------------- ------ J -- — , LGRIUTB"Into r-------------- ------------------------------=----------------------- j —— 4� --------- a PERGOLA FOOTING$--12"DIA.SONOTUBE (lW 1/2"ANCHOR BOLT&PLATE)ON 24"X 24" X 12'FTG®4B'MIN.DEPTH BELOW GRADE (OR TO UND15TURDED SOIL)NOT SHOWN. o'-•r' 9'-B 1/2" a-d° SMOLAK FARMS 9'-B L)2" I• -6 T-B" -P 9'-B 1Iz" F 9'-B 1/2" GIATTINO DESIGN B A avclrex=8,,,,.a,em•,.ru mew 315SOUTH BRADFORD STREET 6 5 NORTH ANDOVER,MA011545 FOUNDATION PLAN 2/15116 3/11/16 FACE No, 114"=1'-0" 2/25116 Pj 3/3/16 Job_ Tru n as Truss Type Qty Ply Smolak Farms 16023062B T01SGE GABLE 1 1 Job Reference(optional) Universal Forest Products 7.640 s Nov 10 2015 MiTek Industries,Inc. Mon Mar 21 13:15:45 2016 Page 1 ID:4sD?igch2JifoTl4yXoBP3zfLD2-ChX7EvTyzQ3F5yjReN3MO4e8JegZd MrNAQ_BBAzYj6 1-0- 6-11-0 15-0-0 23-1-0 30-0-0 1-0- 0- 6-11-0 8-1-0 8-1-0 6-11-0 0- 2x4= Scale=1:67. 5x6= 8.00 F12 5 7 8x8 G 42 43 8x8 04 II 4 6 4x4 II 4x4 i 4x4 3 2x4 II 2x4 II 7 2x4 II 2x4 II Sr0 5x16 II 3 2 1 2x4 II 2x4 II J4 II - 2x4 2X4 II 2x4 II 1 8 9 1 2x411 111.9 BI 14 13 _ 12 11 10 3x4= - 3x4= 3x4= 5x16 II 10-1-3 19-10-13 30-0-0 10-1-3 9-9-11 10-1-3 Plate Offsets X, -- 3:0-0-8,0-2-0, 4:0-4-0,0-4-8, 5:0-2-0,0-0-0 6:0-4-0,0-4-8 7:0-0-a 0-2-0 T (Ps CLL 50.0 SPACING- 2-M CSI. DEFL. in (loc) I/defi L/d PLATES GRIP (Roof Snow 50.0) Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.22 10-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.66 Vert(TL) -0.5610-11 >640 180 BCLL0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code IBC2009rrP12007 (Matrix) Wnd(LL) 0.0311-13 >999 360 Weight:252 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x6 SPF 210OF 1.8E*Except* TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins, except end verficals. T1:2x6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SPF No.2 WEBS 1 Row at midpt 3-14,7-10 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 REACTIONS. (Ib/size) 14=2217/0-5-8 (min.0-3-8),10=2217/0-5-8 (min.0-3-8) Max Horz 14=1861(LC 1),10=-1861(LC 1) Max Upliftl4=-209(LC 8),10=-209(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-708/241,3-4=-2401/623,4-42=-2222/634,5112=-2117/664,5-43=-2117/664,6-43=-2222/634,6-7=-2401/623,7-8=-708/241, 2-14=-785/305,8-10=-785/305 BOT CHORD 13-14=-161/428,12-13=-416/191,11-12=-416/191,10-11=-161/428 WEBS 5-11=-229/902,7-11=-727/367,5-13=-229/902,3-13=-727/367,3-14=-2138/365,7-10=-2138/365 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.Il;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSl1TPI 1. 3)TOLL:ASCE 7-05;Pf=50.0 psf(flat roof snow);Category ll;Exp C;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 50.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x3 MT20 unless otherwise indicated. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)STC26 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)14 and 10.This connection is for uplift only and does not consider lateral forces. 10)Non Standard bearing condition. Review required. 11)This truss is designed in accordance with the 2009 Intemational Building Code section 2306.1 and referenced standard ANSIrrPI 1. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard CM OF OJ(3H18 M_ to PRESLEY In CIVIL 4, At, This truss is to be fabricated per ANSI/PPI quality requiieeats.Plaf s sball be of size and type Shown and center ed at Joints unless othel'wise noted.This design is based upon parameters shown,mid is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of the Building Designe,.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing cols and ordinances.Building Designer accepts responsibility for/tie correctness or accuracy of the design information as it may relate to a specific building.Certification is valid only when truss is fabricated by a UPP company.Bracing shown is for lateral support of truss membees only and does not replace erection and permanent bracing.Refer to Building Component Safety Information(BCSI)for general guidance regarding storage,delivery,erection and bracing available from SBCA and Truss Plate Institute. H.Michael Smolak,Jr. J 315 South Bradford St. North Andover,MA o1845 Home MA 978-689-0628 R Cell Phone 978-500-2019 + farmerhms@aol.com 1 �p �L•� � �'' �{\won LO ell NN ,/' ,;,f,Yr'�i a. �;.A�.•- Q r Hca._ ,-' j9 AN CIO RE s K".3 c�.��•��.�'c�z.�� --�--_�` fes. --f f� � '57.......... err O � 150 V19� V r � OVA ILP IL b . ► o � �- \ THE COMMONWEALTH ' OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY AND ENVIRONMENTAL AFFAIRS Department of Agricultural Resources p g 251 Causeway Street, Suite 500,Boston,MA 02114 DAR 617-626-1700 fax: 617-626-1850 www.mass.gov/agr _ MASSACHUSETTSDEPARTMEHT __ OF AGRICULTURAL RESOURCES CHARLES D. BAKER KARYN E. POLITO MATTHEW A. BEATON JOHN LEBEAUX Governor Lt.Governor Secretary Commissioner February 2, 2016 H. Michael Smolak Jr. 315 South Bradford Street North Andover, MA. 01845 Dear Michael: You submitted an application for an Agricultural Structure on the APR property in North Andover on January 25, 2016. Upon review of your APR document and the details of your request, it has been determined that you do not require a Certificate of Approval for an Agricultural Structure for the following reasons: 1. The footprint of the proposed structure doesn't exceed the current permanent building footprint nor is it a new structure 2. The intention of the proposed structure is continued use as an agricultural farmstand If either of these factors changes, please contact me to review the details of the proposed structureA would like to see the finished farmstand in the future; please contact me upon its completion. This correspondence will remain on file with your application. Thank you for your participation in the APR Program and please feel free to contact me with any questions or concerns on your property. Sincerely, Wad longc p APR Stewardship Coo ' ator COPY MASSACHUSETTS QUITCLAIM DEED SHORT FORM (INDIVIOUAL) B81 John T. Smolak, lak .Is H. Michael Smolak, Helen R. Smolak, and H. Michael- Smolakjand Pagehen f tteo( North) Trustees of the Martin Smolak Trust, as recorded at Book , Essex Registry, Tenants in common County,Massachusetts, Of North Andover, Essex being unmarried,for consideration paid,and in full consideration of Bohn Tss an one k hundred dollars mo grant to H- Michael Smolak Individually and H. Michael Smolaasandnn StephenM. Smolak* as Trustees of the Martin Smolak Trust, of North Andover, xmmontittfft3 6F Withx qutr the land in North Andover, described as: [DaaiptiW and encumbrances,if aryl A certain parcel of land, located in North Andover, County of Essex, Massachusetts being situated on the easterly side of South Bradford Street and being shown as Lot A-2 on a plan entitled, "Plan of Land in North Andover, MA, prepared for H. Michael, Jr., Helen R. and Trust of Martin Smolak" dated April 20, 1987, prepared by Richard F. Kaminski & Assoc., Inc., said lot being further bounded and described as follows: Beginning at the northwesterly corner of the parcel herein described at the corner of Lot A-1 and at a point on the easterly sideline of South Bradford Street; thence; N 69J- 26' — 29" E 232.92 feet along Lot A-1 to a point at other land of Smolak; thence; S 290- 19' - 02" E 40.96 feet, and S 03'- 47' - 46" E 230.22 feet, and S 75v- 12' - 14" W 232.00 feet along other land of Smolak to a point on the easterly sideline of South Bradford Street; thence, N 039- 47' - 4.6" W 150.00 feet along the easterly sideline of South Bradford Street to a point; thence, By a curve to the left having a radius of 350.00 feet, a length of 95.45 to a point at Lot A-1 and the point of beginning. Lot A-2 containing 59,343 s.f. more or less,. and being part of a larger parcel owned by us and partitioned by said Plan, as recorded as Plan #,10677, April 2.9, 1987, at the Essex (North) Registry of Deeds. ottilr1w our hands and seals this............................day of,....................................19....... I-IM y ..5:.1 .......................... ................................. .... ........................... I?J .................................................................... ........................................................................... 04P (gamulattRINdfl of fassarhtt_arffs Essex ss. 19 Then personally appeared the above named H. Michael Smolak, Helen R. Smolak, Stephen M. Smolak, and John T. Smolak, and acknowledged the foregoing instrument to be their free act and deed before me i 0 py MASSACHUSETTS QUITCLAIM DEED SHORT FORM I,IJOIVIOUAL) 881 Stephen' H. Michael Smolak, Helen R. Smolak, and li. Michael Smolak, John T. Smolak, and M. Smolak as Trustees of the Martin Smolak Trust, as recorded at Book Page of the 911'orth) Essex Registry, Tenants in common County,Massachusetts, North Andover, Essex being unmarried,for consideration paid,and in full consideration of less than one hundred dollars rant to Helen R. Smolak, H. Michael Smolak, and H. llichael Smolak, John T. Smolak;and �tephen M. Smolak as Trustees of the Martin Smolak Trust Of North Andover with qutlriatm raurttau2s the land in North Andover lDesuiption andrnc.:..^Sra:.:a,if any) A certain parcel of land, located in North Lnr.cve:, Cc c- ===, Massachusetts, being - - r, as Lot A-1 on a situated on the easterly side of South Bradford Street an --- He plan entitled, "Plan of Land In North Andover, MA, prepared for .Y `.ichael, Jr., len „ 10,87, prepared by Richard r" Kaminski } R. and Trust of actin Smolak dated April 20, 1,87, Assoc., Inc., said lot beim further bounded and described as follows: Beginning at the northwesterly corner of the parcel herein described at a point on the easterly sideline of South B^adfc-d S.reet at other land of Smolak; thence, N 60'- 40' - 58" E 225.00 feet along the land of Smolak to a point; thence, S 29°- 19' - 021' E 280.62 feet along the lan =- ti=`ak to a point at Lot A-2; thence, S 690- 26' - 2911 W 232.92 feet along Lot A-2 '.. _ =-sterly sideline of South Bradford Street; thence, By a curve to the left having a radius of 350.00 feet a length of 60.45 feet along the easterly sideline of South Bradford Street to a point; thence, N 29'- 19' - 0211 W 185.00 feet along the easterly sideline of South Bradford Street to the point of beginning;' Lot A-1 containing 59,345 s.f. more or less, being a zortion of a larger parcel owned by us and partitioned by said Plan, as recorded as Plan -',-106.,1, April 29, 1987, at the Essex (North) Registry of Deeds. jiifttrss .our.......hands and seal s this.,..........................day of.....................................19....-.. S ..................................................................... '..................................................................... VLS -17-5 ...... ................................................................... ........................................................................... FIt he Mammaumptdtil of Mannurihunrtto Essex ss. 19 'I1ren personally appeared the above named H. Michael Smolak, Helen R. Smolak, Stephen M. Smolak and John T. Smolak and acknowledged the foregoing instrument to be free act and deed before me ;1 Y.! r go A, ' Mike Af t � y 3 � IS ap r s iv, d 4-o ICE ` P-v 'aia4rv-�ty � /7 A I em)m ol Fv, r-i�0 o� Me O'MANONEY CO. ®0 — Masonry and Landscape Supplies — L0 - a 175 Market Street Lawrence, Massachusetts 01843 Office: (978) 686-6149 Fair: (978) 688-4553 www.momahoney.com The Commonwealth ofmassachmem Deparbuent oflnduv&WAccideaft 1 Congress Str Suite 100 ogres eef, Boston,MA 02114-2017 www.ma=gov/dia Workers'.Compensation Insurance Affidavit:Buffders/Contractors/Elech icians/Plumbers. TO BE FH"WITH TM PERM I TMG AUTHORITY. Applicant Information Please Print Lembly Name(ksinesslorgsmizafim Individual): Address: City/State/Zip: c- c r e Phone#:An you as employer'!Otedr the appropriate boa. Type of proles(roque): LQ I am a employer with employers(full and/or part-time)-* 7. ❑New construction 2_fQI am a sole proprietor or partnership and have no employees working forme in 8. Remodeling any capacity.[No wed='�.insurance required.] 9. R Demolition 3.Q lam a homeowner doing all work myself[No wodcens'comp.insure required.)t 4.[]'l am a hoameowffir and win be hiring oontractors to eondConduct all work onmy property. I will 10 El Building addition earsure that all contni tors either have workers'eompeosafim imwme aor are sole 11.0 Electrical repairs or additions pmlaieturs with no employees. S.p I am a general contractor and I have hired the sub eonmracoors listed on the attached sheet 12.Q Plumbing repairs or additions These sab•oamworms,camp have employees and have wormcomp rusurance.t 13.❑Roof repairs nt 6.§QV e,area empmation and its officers have.exemised their right ofemmr4don perMGL c. 14.Q Other 152,§1(41 and we have no employees.[No vwodwrs'comp.insurance requiued.) * applicant that checks boa#1 must aLso ffi out the section below showing their workers'eompeosation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hue outside Contractors must submit a now affidavit indicating such =Contractors did check this boa must attached an additional sheet showing the name ofthe sub-contractors and state whether or not those entibies have employees. If the subcontractors have employees,they mug provide their workers'comp,•policy ntmtber. I our an employer dratisprovidbgworkers'eonrensation insurwwefor ray mrloyam Below is thepolicy andjob s&e 3nformadon Insurance Company Name: i Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: 31v SOMA Frrl cis r-d 5-V City/Statdzip:A/dr/A .4ridb'y p r Mc- Attach c-Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to-sec tue coverage as required under MGL c.152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or ane-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.A copy of this statemcet may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cerdfy under the pains andpenaMes ofperjury that the inforo m an provided above h bue and corned Phone# Eonly. Do not write in this area,to be con(pleted by city or town o,Q'idain• Permit/I # ority(ei cie one): eaM 2.Building Department 3.Cityrl'own Clerk 4.Fdectricxl Inspector 5.Plumbing Ispector son• Phone#: Y Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-083058 Construction Supervisor, . JEFFREY A CHABOT ' 7 POWHATAN RD PEPPERELL MA 01463 , �/11�M �-- Expiration: Commissioner 04/10/2018 DO NOT 56A a DRAWING5.ALL WORK TO BE DONE IN REU5E/REBUILD CONFORMANCE WITH 180 LMR MASSALHUSETT55TATE BLDG LODE 6TH EDITION.BUILDER TO VERIFY ALL DETAILS AND EXI5TING DECK DIMENSION5 TMISPLANISLOPYRIGHTEDSYGIATTINO DN DESIGN AND 15 PROVIDED FOR A ONETIME BUILD. ADD DECK 8 LOADING DOCK ALL BEARING POINT TO HAVE CONTINUOUS BLOCMNG DOWN STAIRS TO GRADE 13'-4"X 17-10° TOFOUNDATION. HARVEY VICON WHITE WINOOIN5&PATIO DOORS WITH LOW-E/ARGON es FREEZERS VERIFY EXISTING FRAMING B SEARING LINES. INSULATED GLASS,INTERNAL GRIDS,3'FLAT EXT LASING W51LL NOSING,b-9/16"JAMBS,SCREENS,&HARDWARE: 49'-4"x 12'-6" WINDOW 51HEOULE E%ISTING,NO CHANGES NUMBER BEL QTY Rl0 DESCRIPTION STORAGE�LINE OF EXISTING DECK 01 2432 1 30"XA11/2" DOUBLE HUNG SHOWN DOTTED 02 3046 4 30"X57 1/Y DOUBLE HUNG 6'HIGH FENCE 5'-10"X 3'-9" 03 1 1B 36"X65112" 1 DOUBLE HUNG it'-51/Y O R H E 2-0" 4'-0 0'-5 5/8" NUMBER LABEL Ott WO DE5LRIFTION - 6068-D8LFUCL EXT.DOUBLE HINGED-FULL LITE DBL IuuMNArED Exrt SIGN D01 LITE OU75WING 2 751/4"%011/2' PUBLIC,ACCE55 ALUM SILL I ABDVEDDDRPERIBO 6068-DBL 9 LI7E EM.DOUBLE HINGED-9 LITE,2 PANEL cnR secrlOry ION EXISTING WALL5 D02 OV75WING 1 751/4"%811/7 05LPUBL16ACCESSALUMBILL AVE)5TORAGE D03 1968-RH 1 231 "X821/2" .RING -DOOR CUSTOM SHOWN HATCHED ROOM ;REMOVE DECK - -— -—- 5HOWN DOTTED I 0 5TORAGE IREMOVE 1O 11 X9-2 VII 5LIOING OR 5TORAGE ADD 30'X 50' d 1'-6 12141 X 15'_9„ RETAIL 5PACE ROOF PLAN E55HOWN DA51-IEO -9068- EXISTING,NO CHANGES SO.", 5'-71/2" 6'-0" V-T 1/2" 13'-91/7 o o 05 — 03 03 — ——— 01+ ° MARY'S OFFICE 10'111"X 9'_4" (2)2X10 HDR W/(2) N Y WOMAN'S —17 LOLLY COL. 3/1 314 X11-1/4 LVL ROOF BM -------------- — 'S '^ -SUPPLIES- JACKS Eh.END 6 12'-0" 5 SH. ..,oVA" — ——a�.$ ....... ... § (ttP) -._...... DIRELY VENT FIREPLACE PER LODE 5'-4"X5'- 1 ADD 4/2)W POST Vt/STONE FACE TO CLG _ g I't �g ADO WALLS �+ 3 I l I II -IR 2 2668 ____ _ ___ REM W E ALLS EXISTING,NO CHANGES KITCHEN 4'-0" 6'-0" ;!SHOWN DOTTED FLFr ' }II I— —�I Imo- —�I I ry a s'-0Ex I2�rxr'Lr 49'4"x 8'10" — I D BASTING,NO CHANGES 3 b'-7 1/2" I l 3 7 3" 7 0' T 3° 7 3 7 1 15--7 YDI EXISTING WALLS 1gf SHOWN HATCHED q I H N H H H H I I EXISTING.NO CHANGES ....................-. !! OFFICE ;I 1 1; vUN15Ex PATIO I _ 1"JG 12'-0" ACCES5IBLE J ppR "ao" I =-- BATH cHr, s OOpER; ® 6'-10"X 6'-0" ELECTRICAL D01 I RETAIL 5PACEI I I 1 11 FEED&METERI- _ _—__ __ MOVE DOOR I I I I 49'-0"X 29'-0" rD rws WA L N CATHEDRAL 1X6 T&G V-GROOVE CLG I is" - DECORATIVE T& VGROOVE WALL FINISH TIE BMS .R SHELVES/LASE BEE HIVE I PANEL GBAKERY Y H I . . 39'-8"X 18'-2" REGISTER 111 III EXI5TING,NO CHANGE5 I III 1 I I I I I I I I I I I SII III 17 a5 I it I I I I I I I I I I I I � Ili a �n SI 1 LOCATION OF FIRE ______________{------------------- -- L EMINGUISHERPER 780PROVIDE ACCESS TO3 I LMR SECTION 906 I DRAINS UNDER (2)2X10 HDR W/(2) ILLUnIxATED rc SIGN _ - _ - - - - - JACKS EA,END ABOMVRE EL�IONE01. I < ----- ------ (TYP) — —————— ———_—— ——————— ———- -—— 02 02 Tr 0311 : — D3 �I--�07J — 1I D 03 03 q r tT II — tt—tt JI tt— 7I 4'-0" 3'-71/2" -T 1/2" 4'-0" I I II a II II II II a II II II P II I II II a a II n l l I I I I I I I I I I 49 Sox s' 5-11/2"II II II IIf 11 I Ib. II I1 II II 11 I II II II II EXISTING,NO CHANGES 1 n — — II--II--II II II-- II T- I U U II U 0 U U II U U U II U 0'-9" GIRTTINO DESIGN SMOLNCFARMS q'-81/2" en 515 SOUTH BRADFORD STREET PERGOLA OVER; NORTH ANDOVER,MA 01845 b%b POSTS bX5 BEAMS FLOOR PLAN 2115/16 3/11/16 PAGE No. 2X8 PERGOLA 1/4"=1'-O" 2/25/16 2 3/3/16 i DO NOT SCALE Df WYN&5.ALL YV TO BE DONE IN CONFORMANCE WITH lW 6MR MA55ACHUSETT5 STATE BLDG 6 DEBTHEDITION,BUILDER TOVERIFYALL DETAILS AND DIMENSIONS.THIS PLAN ISCOPYRI6HTED BYGIATTINO DESIGN AND 15 PROVIDED FOR A ONETIME BUILD. ALL BEARING POINT TO NAVE CONTINUOUS BLOCKING DOWN TO FOUNDATION. VERIFYE*TING FRAMING 8 BEARING LINES. PLANINDEX PAGE TITLE 1 PROJECT INFORMATION 2 FLOOR PLAN 3 FRONT 8 LEFT ELEVATIONS 1 1 4 BACK 8 RIGHT ELEVATIONS ` 5 SECTION A-A 6 5ECTION B-B T 5ECTION C-C B FOUNDATION PLAN UK in ®, a , _• It � ' y~ [CECA.EAAi -PLvW F iPid W G t�!1� 1 t GSC .• �E�97 �Sy'.iii . ....+.�- �I 1 GIATTINO DESIGN 5MOLAK FARMS BucHwpm R,,,,oam^,M.ouw 31550UTH BRADFORD STREET ^m nnN^ee. ° MA 1 45 ....^oar o.y�.�X NORTH ANDOVER, 0 8 PROJECT INFORMATION 2/15/16 3/11116 PAGE NO. 2/25/16 3/3/16 11/17/2015 OLIVER Ver OLIVER: MassGIS's Online Mapping Tool OLIVER Updates Please use the red pushpin instead of the "Search for location" window. Zoom to a town _ ro �,,�,, „� �°• •,.,_� ,�< � - ,:. .,, Vis• , � t _ <: r r� Y S i n , r r 4 , �i< .. �' •+'R: ', .. ....��� ,# ��. _ `rte C,'7§• �F • { " " r y 4 a 4 r� r � � 1 �r �:•.. J .,.�.: �: ` a 4 r• , a � � w Y 0 3� „ s , _ pW t k P I' 9 I '. t .,, 9",a• :,fin �` • c ?' ° A w 1 ` k <a v x' x « r it 4 1. y M ,• W� ,e. ♦ki { a� {4 tM °.mak}� �• I� y , t r http://maps.massgis.state.ma.us/map_pl/oliver.php 1/1 'Itl I 'vL'I (� I- H.Michael Smolak,Jr. 315 South Bradford'St. North Andover,MA o1845 Home MA 978-689-o628 RCell Phone 978-500-2019 farmerhms@aol.com