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23A-169 (7) B1-2022-0880 47 PINE ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 23A-169-001 CITY OF NORTHAMPTON Permit: New Build PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit # BP-2022-0880 PERMISSIONIS HEREBY GRANT lD TO: Project# GARAGE Contractor: License: Est. Cost: 60000 KLOTER FARMS 116927 Const.Class: Exp.Date: 12/17/2025 Use Group: Owner: LEBEL CHRISTINE Y and MARK O P GE Lot Size (sq.ft.) Zoning: URB Applicant: KLOTER FARMS Applicant Address Phone: Insurance: 216 WEST RD 8608361546 02WECAN5GGW ELLINGTON, CT 06029 ISSUED ON:07/25/2022 TO PERFORM THE FOLLOWING WORK: ADD DETACHED GARAGE WITH STORAGE SPACE POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: o Q (-0)17 `Cqh� yO Fees Paid: $120.00 212 Main Street, Phone(4I3)587-1240,Fax:(413)587-1272 Office of the Building Commissioner / Fi'ECEi The Commonwealth of Massachiusett. JUL Board of Building Regulations and/Stan•ards 2 2 2Q22 k UNI IPALITY R :� • i�r Massachusetts State Building Cod ,78A ,,it f'PT OF SE Building Permit Application To Construct,Repair,-Reno - f, ...-•: -evis d Mar 2011 One-or Two-Family Dwelling °N.MA Oio o S This Section For Official Use Only Building Permit Number. 6 P• Z R PC) Date Applied: Nii�I 0to• .2 \V ►.•r" Building Official(Print Name) Signature ----74a SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map& Parcel Numbers 47 PINE STREET, FLORENCE VILLAGE PID 23A-169-001 1.1 a Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: URB ADD 2-CAR GARAGE SEE ATTACHED SURVEY PLAN Zoning District Proposed Use Lot Area(sq R) Frontage(R) 1.5 Building Setbacks (ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 20' 20' 4' 5' N/A 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: _ Outside Flood ne? Public l,Zf Private 0 Check if yesf Municipal l3(On site disposal system 0 SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: NORTHAMPTON (FLORENCE VILLAGE), MA 01062 Name(Print) CHRISTINE Y. City,State,ZIP LEBEL&MARKO.PAGE 413-320-1132 CYLGECKO@YAHOO.COM Telephone Email Address No.and Street 47 PINE STREET SECTION 3:DESCRIPTION OF PROPOSED WORK2 (check all that apply) New Construction f21/ Existing Building 0 Owner-Occupied Ili Repairs(s) 0 Alteration(s) ❑ Addition Cl Demolition 0 Accessory Bldg. 152( Number of Units Other 0 Specify: Brief Description of Proposed Work2: NEW CONSTRUCTION OF UNATTACHED 2-CAR GARAGE, AS SHOWN ON ATTACHED PLANS SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ /.6 �V 1. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical $ j 0 Standard City/Town Application Fee ❑Total Project Cost3(Item 6)x multiplier x 3. Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Suppression) Total All Fe k$ �J Check No.( V Check Amount: (�" Cash Amount: 6.Total Project Cost $ (IV ! !r"' v 0 Paid in Full 0 Outstanding Balance Due: t) ��uA ,L It (#1 �� fa ( O 7 ±V Ii O? ,mice d'afizy_ City of Northampton acH2M r .,.. Sys„.:...... ,si- Massachusetts * •'<G 4 a i t 'i } DEPARTMENT OF BUILDING INSPECTIONS o{ r jy 1.• 212 Main Street• Municipal Building '.) C• Northampton, MA 01060 PROCEDURE FOR OBTAINING A BUILDING PERMIT FOR N- c 1 & 2 FAMILY DWELLING,ADDITIONS, POOLS, DECKS,ACCESSORY STRUCTURES, FENCES, GROUND MOUNTED SOLAR, ETC. I. Building Permit Application signed by legal owner and filled out by owner or authorized agent. •'2. One set of plans and specifications of proposed work. (Digital and hard copy) . 3. Site plan with location of proposed structure(s) and set backs. —4. Construction Debris Affidavit filled out and signed by applicant. 5. Worker's Compensation Insurance Affidavit filled out and signed by appiica;nt. .�6. Contractors must supply a copy of CS License, HIC Registration and proof of Liability InsuratltA.,. Ni'\7. Energy Conservation Compliance Certificate(new/replacement windows). ‘,8. Home Owner's License Exemption Form filled out and signed by Homeowner(if applicable)_ 9. Note any Conservation and/or special permit requirements (if applicable). 10. Driveway Permit(if applicable). N;a 11. Proof of Water and Sewer entry fees paid (if applicable). 12. Trench Permit-public land by DPW/private land by Building Dept. 13. Stretch Energy Code- all new construction will require a HERS Rater Affidavit to be submitted with permi application before issuance of permit. 14. Please provide the appropriate fee in the form of a check made payable to: The City of Nortnamptu SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) Matt Mannold License Number CS-116927 Expiration Date Name of CSL Holder 12/17/25 List CSL Type(see below) No.and Street Type Description Cityffown,State,ZIP U Unrestricted(Buildings up to 35,000 cu.ft.) R Restricted 1&2 Family Dwelling M Masonry 42 GRISWOLD ROAD, RC Roofing Covering WS Window and Siding ELLINGTON,CT SF Solid Fuel Burning Appliances I Insulation D Demolition 06029 cell:(860)-300-8280 e: MattM@kloterfarms.com Telephone Email address 5.2 Registered Home Improvement Contractor(HIC) _ `, 7530 `I/ /ZZf ' i-(�( rc MS 7 1 >nC 11‘,S 0 n K. C r HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name D.1Q, WCs} -Rc1 JASo n1<� 100-e rr•.S,('cM No.and Street tl' n l I b CO 20 �c1�01 TA.- Email address City/Town,State,ZIP Telephone t 5 HG SECTION 6:WORKERS' COMPENSATION INSURANCE AFFIDAVIT (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 ID/ No 0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I I,as Owner of the subject property,hereby authorize M a* M u'- o I / mo,- 1< )o it r/ 100 k r fe rt i to act on my behalf,in all matters rela ' e to work authorized by this bdild ng permit application. C hn S L be I ( i -$L7/ J a a� Print Owner's Name(Electronic Signature Date SECTION 7b:OWNER1 OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true dacccu rate to e best of my knowledge and understanding. CHRISTINE LEBEL y" 7/22/22 Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will mg have accessto the arbitration program or guaranty fund underM.G.L. c. 142A. Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass,gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.)(including garage,finished basement/attics,decks or porch)Gross living area(sq. ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type ofcooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" uI 1 uI l 1 1 �I ( I L I� I I I I TULJ ( J lL II J] 1 ulIUTL I�t I rL 1�L BUILDER: l 1 1 1 l 1 I I I I I 1 1 1 1 l 1 L 1 1 1 1 1 LI I I I H I I 1 I 1 1 l I Kloter Farms 11T1I IT I l I l _ I I I I I' I LI 216WestRd 1:1-181 FYI ri-rj I-1101 1-I-1 I I I Hi I H LH Ill 1 I I I I T I I 1 H I T( 11 I H Ellington,CT 06029 L111 )J I� I PROJECT: 1 1 I 1 1 1 1 1 1 l I 1 I 1 I 1 I I 1 f 1 I 1 J ( I ' , Christine Lebel 47 Pine Street 1'-0"J _ _ Florence,MA 01062 -� �� -' _` FINAL 6/9/22 E.S. 00 LE! DRAFTING N .- rn- 5219 Old Strasburg Rd. Kinzers,PA 17535 P.717-442-5053 F.717-370-5925 CODE & LOADING INFORMATION -GROUND SNOW=55 PSF John@DraftingConceptsLLC.net OCCUPANCY TYPE -DEAD LOADS=10 PSF SCALE: -BASIC WIND SPEED=115 MPH AS NOTED -RESIDENTIAL STORAGE -EXPOSURE CLASS=B SHEET TITLE: CONSTRUCTION TYPE -SEISMIC DESIGN CATEGORY=B Cover sheet -TYPE 5 8 -FROST LINE DEPTH=48" PROJECT NO.: LOADING NOTES -ASSUMED SOIL CLASS=GM,GC D419-22 -1st FLOOR SLAB ON GRADE -SOIL BEARING CAPACITY=2000 PSF IF SOIL DIFFERS FROM ASSUMED ABOVE (REFER TO IRC CODES) -2nd FLOOR/ATTIC=20 PSF 30'-0" I \ BUILDER: 6 e.�' 6e a o.V- e n d � e " � .D Kloter Farms io a 216 West Rd V \ 8"CONC.POURED WALL \ MIN.3000 PSI ON 4 Ellington,CT 06029 16"x 12"CONC FOOTING 1 to MIN.3000 PSI in PROJECT: \ ,_____Nt Christine Lebel 47 Pine Street Florence,MA 01062 D• q CONC.SLAB ABOVE \ '- q FINAL 6/9/22 E.S. N (UNEXC.) ° N D .e a 1 b' O ". v D ° n Ed 6 .0. 16'-6" DRAFTING \ CC. NCEPTS r. d4G•op o v° o•v9 .a _ \ \ 5219 Old Strasburg Rd. Kinzers,PA 17535 10'0" 20'O" / P.717-442-5053 F.717-370-5925 John@DraftingConceptsLLC.net ` 30'-0" / SCALE: AS NOTED SHEET TITLE: FOUNDATION PLAN Foundation plan SCALE: 3/16" = 1'-0" PROJECT NO.: D419-22 2 30'-0" 2' S" - - 2'-5" \ \ \ 1., \1 , ,.,z \� _ \ \ BUILDER: 091 N 19.-8" I 6'0" 3'8" �, A Kloter Farms v 1 I 1 0 216 West Rd I I 4O Ellington,CT 06029 �� I I I I u 1 _� PROJECT: - o I I o z ry o, N I "' a Christine Lebel ;;, I I 47 Pine Street ^ I I Florence,MA 01062 In I I 4 T u GARAGE I I- o i u 9 N �— a I ^ I a N FINAL 6/9/22 E.S. o 1 W Oi W I c I w _ I W I LW Z 179 u1 Z I z 2 I w I W ; a I 1 i 0. \ Ix III " I 1 ry 1 I $ I fyl x. 1 (2)JACKS I - ",' liall 1 (1)KING,2x4 I \ O ► I I N .7. N N 160'"T-0' DRAFTING \ \ (2)1%"x 16"LVL \ \ \ CONCEPTS 4(1) . le . 1, 2'-10" / 5219 Old Strasburg Rd. Kinzers,PA 17535 PROVIDE CS-G 2'-0" 16'-0" 1. 12'-0" BRACED WALL PANEL AAA P.717-442-5053 F.717-370-5925 John@DraftingConceptsLLC.net 30'-0" SCALE: AS NOTED SHEET TITLE: INDICATES CS-G BRACED WALL PANEL MIIIMEMS INDICATES CS-WSP BRACED WALL PANEL: V \' \/ \A Floor plan FLO O R P LA N 8D COMMON(214'x 0.1311 NAILS AT 6"SPACING PROJECT NO.: (PANEL EDGES)AND AT 12"SPACING(INTERMEDIATE SUPPORTS) D419-22 SCALE: 3/16�� = 1-0�� 3 TYPICAL ROOF CONSTRUCTION OVERALL HEIGHT CONTINUOUS RIDGE VENT OPTIONAL \ MIN.25 YR.ASPHALT SHINGLES ON 15#FELT 12 7/16"OR 5/8"OSB OR CDX ROOF SHEATHING FASTENED BUILDER: T W/8d NAILS @ 6"O.C.EDGE&12"O.0 FIELD USSES DESIG ED BY" • PRE-ENGINEERED SCISSOR TRUSSES @ 24"O.C. Kloter Farms MEAN ROOF HEIGHT 12 216 West Rd 5 Ellington,CT 06029 TYPICAL ROOF OVERHANGS PROJECT: 12"OVERHANG m \ \ 1 x 6 FACE BOARD Christine Lebel OPTIONAL VENTED SOFFIT in TYPICAL TRUSS ANCHORING 47 Pine Street TYPICAL EXTERIOR WALL CONSTRUCTION p SDWC15600 SIMPSON TRUSS SCREW T Florence,MA 01062 `~ SET AT 22.50 EACH END OF EACH TRUSS 5/8"DURATEMP OR ti - 7/16"05B OR CDX SHEATHING WI 6d NAILS @ 6"O.C.EDGE&12"O.C.FIELD FINAL 6/9/22 E.S. GARAGE Co I. W/VINYL SIDING OR LP LAP SIDING 2x4 STUD WALL @16"O.C. 2 x 4 P.T.WALL PLATE W/1/2"x 7"STB2-50700 SIMPSON STRONGBOLT 2 EXPANSION ANCHOR �_ @ 4'-0"O.0 MAX.12"FROM CORNERS @ SPLICES APPROX.GRADE S _ �� \ N. APPROX.GRADE u Nr"'( /Y"�!� N/-t.07%. Atr-st"i1}/li ,Uk NrIC A7(Si Arms. iG/l4'' ♦' ,' ''9 , TYPICAL FLOOR ''9 TYPICAL FOUNDATIONElmo M. 4"CONCRETE SLAB Q a'• W CONC.POURED WALL n MIN.3500 PSI . '° MIN.3000 PSI ON " W/FIBER OR WIRE MESH \ 16"x 12"CONC FOOTING DRAFTING 4"CLEAN CRUSHED STONE MIN.3000 PSI CONCEPTS 5219 Old Strasburg Rd. 20'-0" Kinzers,PA 17535 P.717-442-5053 F.717-370-5925 John@DraftingConceptsLIC.net SCALE: SECTION A AS NOTED SCALE: 3/16" = 11-0" SHEET TITLE: Section A PROJECT NO.: D419-22 4 TYPICAL ROOF CONSTRUCTION OVERALL HEIGHT CONTINUOUS RIDGE VENT OPTIONAL Is MIN.25 YR.ASPHALT SHINGLES ON 1S#FELT BUILDER: 7/16"OR 5/8"OSB OR CDX ROOF SHEATHING FASTENED Kloter Farms W/8d NAILS @ 6"O.C.EDGE&12"O.C.FIELD TRUSSES DESIGNED BY OTHERS PRE-ENGINEERED ATTIC TRUSSES @ 24"O.C. 216 West Rd MEAN ROOF HEIGHT Ellington,CT 06029 12'-0" TYPICAL ROOF OVERHANGS PROJECT: 12"OVERHANG 1 x 6 FACE BOARD Christine Lebel IN_ \ \ is OPTIONAL VENTED SOFFIT 47 Pine Street in ti TYPICAL TRUSS ANCHORING Florence,MA 01062 SDWC15600 SIMPSON TRUSS SCREW 7TYPICALEERIORWALLCONSTRUCTION SET AT 22.5D EACH END OF EACH TRUSS 5/8"DURATEMP OR 7/16"OSB OR CDX SHEATHING FINAL 6/9/22 E.S. ` . W/6d NAILS @ 6"O.C.EDGE&12"O.C.FIELD GARAGE Co W/VINYL SIDING OR LP LAP SIDING 2 x 4 STUD WALL @ 16"O.C. 2 x 4 P.T.WALL PLATE W/1/2"x 7"STB2-50700 SIMPSON STRONGBOLT 2 EXPANSION ANCHOR y�. �_ @ 4'-0"O.C.MAX.12"FROM CORNERS @ SPLICES ./ APPROX.GRADE �, '„Ca APPROX.GRADE ♦ e \\\\ i 4 \ 1' TYPICAL FLOOR 1' TYPICAL FOUNDATION gl a' 4"CONCRETE SLAB q' 8"CONC.POURED WALL ,.ro MIN.3500 PSI '" MIN.3000PSION aDRAFTING W/FIBER OR WIRE MESH 16"x 12"CONC FOOTING 4"CLEAN CRUSHED STONE MIN.3000 PSI CONCEPT , 5219 Old Strasburg Rd. Kinzers,PA 17535 20'-0" P.717-442-5053 F.717-370-5925 John@DraftingConceptsLLC.net SCALE: SECTION B AS NOTED SHEET TITLE: SCALE: 3/16" = 11-0" Section B PROJECT NO.: D419-22 5 BUILDER: Kloter Farms 216 West Rd ■r�rrrrr����r��r�r�����r�r�r���r■ Ellington,CT 06029 MINIMIIIIIIIIMIII111111111111111110111111111111111111MIIMMINIIIIMMEMMINMMENIMINIMMINIMINIIIIM111111111111 �r�O�r�r�r■ rrrrrrrrrrrrrrrr�rrrr�rrrrrrrr� ■������������r�r�r���r���������r■ PROJECT: 01111111111111111•1111011111111111111111111111111111111111111111111111111.11111MINNEMIIIIMMIIIMIIIIMMEMMININIENIIIIIMMEN111111 rrr11111r1111111rrrIIIIIrrrrrrrrrrrrrrrrrr/1r1111111111111 Christine Lebel ■INIMEMIIIIMrIIIIIIM1111111111111111111011111'•1rMINNIIIIMMIIMI11111111111•1111111+MIONI1111.11r11111r■ 47 Pine Street rrrrrrrrrlrrrrrrr�r�rrrrrrrrrrr� Florence,MA 01062 FINAL 6/9/22 E.S. /` 111 • U_U1'i•li U_ .,INIil�l•i,•fit•Eli 00 • . DRAFTING CONCEPTS 5219 Old Strasburg Rd. FRONT ELEVATION Kinzers,PA 17535 P.717-442-5053 F.717-370-5925 SCALE: 3/16" = 11 0 John@DraftingConceptsLLC.net SCALE: AS NOTED SHEET TITLE: Front elevation PROJECT NO.: - — D419-22 6 BUILDER: Kloter Farms 216 West Rd Ellington,CT 06029 12 PROJECT: Christine Lebel 47 Pine Street Florence,MA 01062 FINAL 6/9/22 E.S. 111 1 Dn1-0i Imo III III .. III ENNI III DRAFTING CONCEPTS RIGHT ELEVATION 5219 Old Strasburg Rd. Kinzers,PA 17535 SCALE: 3/16" = 1'-0" P.717-442-5053 F.717-370-5925 John@DraftingConceptsLLC.net SCALE: AS NOTED SHEET TITLE: Right elevation PROJECT NO.: D419-22 7 BUILDER: Kloter Farms 216 West Rd Ellington,CT 06029 slimmiiimmmis rmemi rnumni mini >rrammummlrfritr mm ■umill>•imisiml•f>.illl•imo mosill misiismiiimiumill•I>.illl• miiiimm•mlllt•molll>•fI. PROJECT: f1rO����������it♦r����fl♦f>r rr�=�����=f=f=1.0,1111NMI NEMM== Christine Lebel rf>r11111ftrr•11101rr111MME rrfirrINNIII IImil rrfirrfirrrirf>rrr 47 Pine Street Florence,MA 01062 rrrrrrrrrrrrrrrrrrrlrrrr1■1rrrrrr rIIIIIM lrlrrlrllrrlrrltrlrrrrl>ritrrr�ltrllr111ENNIMMrlrltr_� f FINAL 6/9/22 E.S. 1'-0" 41.-0" . . . . . „ . „ . „ . „ . „ . „ . DRAFTING CONCEPTS 5219 Old Strasburg Rd. Kinzers,53 1753F. REAR ELEVATION P.717-442-50 717-370-5925 SCALE: 3/16" = 1'-0" John@DraftingConceptsLLC.net SCALE: AS NOTED SHEET TITLE: Rear elevation PROJECT NO.: 0419-22 8 BUILDER: Kloter Farms 216 West Rd 12 Ellington,CT 06029 PROJECT: Christine Lebel 47 Pine Street Florence,MA 01062 / / 1'-0" FINAL 6/9/22 E.S. Imo its Eta NNE ■um,' IwoNIN ' DRAFTING CONCEPTS LEFT ELEVATION 5219 Old Strasburg Rd. Kinzers,PA 17535 SCALE: 3/16" = 1'-0" P.717-442-5053 F.717-370-5925 John@DraftingConceptsLLC.net SCALE: AS NOTED SHEET TITLE: Left elevation PROJECT NO.: D419-22 9 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS NUMBER AND TYPE SWORD OF DESCRIPTION OF BUILDING ELEMENTS OF FASTENER FASTENERS ROOF CUUNG.STS TO TOP PLATE (3)10d TOE NAIL CEILING USES NOT ATTACHED TO PARALLEL RAFTER,JAMMER MRTIIIOI6 (4)NW TALE NAIL COLLAR TIE TO RAFTER,FACE NAIL OR TWO 20 GAGE RIDGE STRAP TDRAFTER (4)10d FACE NAIL EACH METER RAFTER OR ROOF TRUSS TO PLATE (3)16d TOENAIL BUILDER: ROOF RAFTERS TO RIDGE,VALLEY OR IPA RAFTERS (4)16d TOE NAIL WALL Kloter Farms STUD TO STUD lid 24.O.C.MITE NAIL 216 West Rd ""LT-OP HEADER,TWO PIECES 164 WO.C.EA`MMCE NW Ellington,CT 06029 CONTINUOUS HEADER TO STUD 14184 TOE NAIL DOUBLE STUDS,FACE NAIL 10d 24.O.C. TOP PLATE TO TOP PLATE 10d 12•D.C.FACE NAIL GENERAL NOTES PROJECT: DOUBLE TOP PLATES,MINIMUM NI-INCH OFFSET OF END JOINTS. FACE NAIL IN LAPPED AREA (8IT6d 1. ALL CONSTRUCTION SHALL COMPLY WITH Christine Lebel 2015 INTERNATIONAL RESIDENTIAL CODE. BOTTOM PlATE TO 10151,0110 JOIST,RABID 106108 REDOUND lfid T]•O.GFACENAIL 2. BUILDER MUST VERIFY ALL DIMENSIONS AND 47 Pine Street BOTTOM PATE TO JOIST,RIM JOIST,BAND JOIST OR BLOCKING(AT BRACED WALL PANEL) (3)16d IA"O.C.Ma NAIL ACCURACY BEFORE CONSTRUCTION. Florence,MA 01062 TOP OR BOTTOM PLATE TO 8100 (I)16d NM.EEND3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED MEASUREMENTS. TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 13)1Dd FACE NAIL 4. WINDOW AND DOOR,SIZES AND LOCATIONS,MAY JO/STTOSIU.TOP PLJOE OR WIDER I4)BA TOENAIL VARY. FINAL 6/9/22 E.S. S. ALL STRUCTURAL LUMBER SHALL BE RMJ06E BAND MKT,OR BLOCKING TO SAL OR TOP PATE(ROOF APPLICATIONS ALSO) 10d POC TO NAIL SPRUCE-PINE-FIR K2 DR BETTER,UNLESS - 24•DEC FACE MIL AT TOP OTHERWISE NOTED. BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBER LAYERS 10d AND BOTTOM STAGGERED 6. IF APPLICABLE,WHERE GARAGE IS ATTACHED TO ON OPPOSITE SIDES DWELUNG UNIT,A(1)HR.FIRE SEPERATION WOOD n.ucruH.L.wOJIIAENmE RcOEUDRR.mlRO1RR w1611:01. IS0RFawmvwuRSAFIIN row�AL0 SHALL BE PROVIDED.(1 LAYER 1/2"DRYWALL). DOORS BETWEEN AREAS TO BE 20 MIN.C-LABEL Ste, I. cowmen...INemtNwW MmrpN N.AIR 019 6 12 DOOR WITH FIRE-CODE JAMB. 1 7. ANY WOOD IN CONTACT WITH MASONRY 70 BE 1Y•-i• Ft COMMON NRA 6 12 PRESSURE-TREATED WOOD. B. GRADE MUST SLOPE AWAY FROM STRUCTURE. 1• 1}•T.Nvww¢o1100Fwo Mk 5901.....14.0. 1 GYPSUM SHEATHING 1}•I014:1 1.wd.E Pew on 7 7 9. WOOD FRAMING TO BE MIN.8"FROM GRADE LEVEL.EXCEPT AT DOORWAYS. �" E I(•SN»AOERRE u•ORO rut MAI 4..NKA 10. WOOD TRUSSES SHALL BE DESIGNED BY A GYPSUM SHEATHING 1}.10.4.1 }•SCUM.T was 7 7 REGISTERED ENGINEER.BUILDER MUST PROVIDE lEill ALTERNATE ATTACHMENTS CUT-SHEETS TO CODE OFFICIAL PRIOR TO INSTALLATION. NOM. KJpEMAT-RIASS LJES) DESCRIPTION OF FASTENER AND LENGTH SPACING OF FASTENERS 11 WALL BRA ETHO CING PROVIDED S EDB RC INSPON DO DRAFTING (INCHES) EDGES INTERMEDIATE SUPPORTS (INCHES) (INCHES) CONCEPTS 12. TEMPERED GLAZING REQUIREMENTS: w0000NXRNIN FAN.suwm..ma A.wTINoR w.0 RNA.wwror...w4 AND nPM.Ea0A.O w.0 NNA,T0 TO MN. (1)IN WINDOWS&DOORS WITHIN(16)INCHES 5219 Old Strasburg Rd. STAPLES 15 GA.7 1" 4 8 OF WALKING SURFACE (2)IN ANY INDIVIDUAL PANEL GREATER THAN Kinzers,PA 17535 UP To '" NAIL2 ;" 3 6 (9)SQ.FT. P.717-442-5053 F.717-370-5925 S7APLF576 Gal ;• 3 6 (3)IN OPERABL DOOR WHEN DOOR IS IN CLOSED LE ANYNDOWS WITHIN(24)INCHES OF John@DraftingConceptsLLC.net STAPLES 14 GA.2 4 8 POSITION SCALE: u•AND j" STAPLES 15 GA.1 ,i' 3 6 (4)IN PANELS WITHIN STAIRWAYS,LANDING AND NAIL 2 }" 4 8 RAMPS,AND WITHIN(36)INCHES HORIZONTALLY AS NOTED OF WALKING SURFACE,UNLESS PROTECTED WITH BARS 3"O.C.CAPABLE OF WITHSTANDING SO LB. SHEET TITLE: TABLE R602.313)REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST W T ND PRESSURES PER UNEAR FOOT MINIMUM NAIL MINIMUM MINIMUM MAXIMUM PANEL NAIL SPACING MAXIMUM WIND SPEED (5)IN PANELS ADJACENT TO STAIRWAY WITHIN WOOD NOMINAL (MPH) (60)INCHES HORIZONTALLY OF THE BOTTOM General notes STRUCTURAL PANEL WALL STUD EDGES KID TREAD OF A STAIRWAY IN ANY DIRECTION,AND 5 PENETRATION PANEL SPAN THICKNESS SPACINGEXPOSURE CATEGORY WIND (INCHES) RATING )InLhal (642,F) (RIOIESO.G) (N01ESgy B C D WHEN THE PANEL ISWITMIN(60)INCHESOF PROJECT NO.: - THE TREAD NOSING.EXCEPTION:IF HANDRAIL — 6d COMMON 1.5 24/D 3/8 16 6 12 110 90 85 OR GUARDRAIL LS PROVIDED,DISTANCE CAN BE D419-22 (20"X0.113.) REDUCED TO(I8)INCHES FROM RARJNG TO 16 6 12 130 110 105 ADJACENT GLAZING.APPLICANT SHALL PROVIDE Bd COMMON CODE OFFICIAL WITH CUT-SHEETS PRIOR TO J (II) 1.75 24/16 7/16 CONSTRUCTION 24 6 12 110 90 81 JOB SUMMARY REPORT FoRTE4m4 D419 22 Christine Lebel Level Member Name RpsuIts Current Solution Comments 16 ft door Passed 2 piece(s)1 3/4"x 16"2.0E Microllam`LVL ForteWES Software Operator Job Notes 6/9/2022 6:13:03 PM UTC Emanuel Stoltzfus Drafting Concepts Forte WEB v3.2 (717)442-5053 File Name:D419-22 Christine Lebel manny®d2ltlngtonoepWk.net Weyerhaeuser Page 1/2 r FORTE ® MEMBER REPORT PASSED Level, 16 ft door 2 piece(s)1 3/4"x 16"2.0E Microllam®LVL Overall Length:16'9" + + 0 0 4, 16 4, 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual a Location Allowed Result LDF Load:Combination(Pattern) System:Wall Member Reaction(lbs) 6418 @ 3" 11419(4.50") Passed(56%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Budding Use:Residential Shear(lbs) 5109 @ 1'8 1/2" 12236 Passed(42%) 1.15 1.0 D+1.0 S(All Spans) Budding Code:IBC 2018 Moment(R-lbs) 25295 @ 8'4 1/2" 35781 Passed(71%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.398 @ 8'4 1/2" 0.542 Passed(L/489) -- 1.0 D+1.0 S(All Spans) Total Load Defl.(in) 0.555 @ 8'4 1/2" 0.813 Passed(L/351) -- 1.0 D+1.0 S(All Spans) •Deflection criteria:LL(1./360)and T1.(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports(lbs) Supports Total Available Required Deed Floor Live Snow Total Accessories 1-Trimmer-SPF 4.50" 4.50" 2.53" 1812 1005 4606 7423 None 2-Trimmer-SPF 4.50" 4.50" 2.53" 1812 1005 4606 7423 None Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 6'4"o/c Bottom Edge(Lu) 16'9"o/c •Maximum allowable bracing Intervals based on applied load. Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90) (1.00) (1.15) Comments 0-Self Weight(PLF) 0 to 16'9" N/A 16.3 -- -- 1-Uniform(PSF) 0 to 16'9" 10' 20.0 - 55.0 Default Load 2-Uniform(PSF) 0 to 16'9" 6' - 20.0 - Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable AST/4 standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodpmducts/document-library. The product application,input design bads,dimensions and support Information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 6/9/2 22 6:13:03 PM UTC Emanuel Stoltzfus Drafting Concepts ForteWEB v3.2,Engine:V8.2.017,Data:V8.1.0.16 (717)442-5053 manny@draftingconceptsilc.net Weyerhaeuser File Name:D4 22 Christine Lebel Paget/2 w,5b I •••550 : ...,« The a«a w.m.�e.a9u «.,.,.Pe _mal Berkshire -- - ---. ----- - �Ala I e«.tivl rOl. - - ��9n -- i - Group,Inc. I 1 -- _11► • w•ussw Iron ""• wiunn•q 1re..1 oavm.rwM+o.1 'M.«"'ww elm:arwuMaw .:."f..M,"... ` z,....-,u��,.M..,, e a,.nr ww puereaue i • r m�,es>m M 0 me IMM' .M mw« tee* Owner Of Record Christine Y.Le Bel&Mark 0.Page • 4 47 Pine Street e ` Florence,Massachusetts 01062 • PID:23A-169-001 Z Deed Book 10354,Page 244 i ® r rase m « No Plan Reference P "'"311.00"� wM..wee*�$O w '=o Notes e 1.11•1•50,e4ww,Mewmwwe..,«,.513.5350•rw•w.555 0. .N0.,ti1✓ q te Senesn Mp le 1l n:9.mMn.Ms w >N. s.6.e,m.s uc l .Mr.a 2••• ai,.9n.io.+.w1.1M4W«Mme.w«r. S. I•e 8so 8�y awamr�irewaw+n ar•wem1.,.�m,.w�mlw�.w rm 1 tl aivlW Mv«.mrawwwlunauvne`i..w :, 1.1.aarsw.N01�.Ms.«.a Yen ws lapr..M, .0.••••51.rnMM Naa a 1r:.nti Maa.M.,is Y Me Oa..w a r 0 g •1.1�1. ..1`. _ I a ..mm.,aw..:.M«u1.Mem wnM.«.n,e..•WW1,n. a ., = w9,«...m9...w r.....Ml..«M,�9 171103.501 e. I r� l.> wM w.w,r.eona..sa..mewel«ucl,5•••• ee 1 oN 4a»%py.nth -- 1. �1I i 1 ^leo..Mr M.n`,Mmae ewaw...Aeu. w d 1.•M a uw a•e«Wsuvw.wt..,to YnnO W.+•WN: i d,enM.19s M Me lvM.n as wnMl•M On es*A.Ma M s n • al t- a S) 1 ormne sws i ?{ofos- acCesrccr l ,,, 13 9 l ,e PO 412 N� / .e *0 d� 1 inch terse I S��c.AvrG ' ,..� 1 rc>,ra.o-.i m9......e nnw«..m9.a ameOlt ow • mM«w.ew9.wa eiw«e.l«m n«1eaalea cM.rw...1 Mms,ww1nm s,..wae11.e«0.a 1 / m«n.e.,a.,.MMM.Ma.w1. .ee3.3/1l.e,e., •wb i«.ar«1.:.Mn ae.wlw.«�Meo..Mwmw9.,e. yp1Oi�,n 1•, 1 m.un0.Mn,q.RSeIL'J Ca 'i.c.s l 1 s ■ ■ � 104 CITY OF NORTHAMPTON SETBACK PLANJ MAP: I� LOT: !�/ v 6 LOT SIZE: REAR LOT DIMENSION: REAR YARD 7 c K' ZCA iM;r1 i V I SIDE YARD SIDE YARD /O /FRONT SETBACK (7\0 FRONTAGE City of Northampton Sys ..t. •s,,, Massachusetts �4{' �;�G174:4:. wi •it DEPARTMENT OF BUILDING INSPECTIONS S :l ¢ ;;) 212 Main Street•Municipal Building yv�-., ��b� -"~0V4 Nor thamp ton, MA 010 60 ,�sN j<�� CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40,S54, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. The debris will be disposed of in: All debris will be placed in a roll-off and delivered to Kloter Farms in Ellington Connecticut, where it will be put in a dumpster provided by USA Hauling and Recycling of 15 Mullen Road, Enfield CT. Location of Facility: 15 Mullen Road, Enfield, CT The debris will be transported by: Kloter Farms to Ellington,CT, then USA Hauling& Recycling Name of Hauler: USA Hauling & Recycling Christine LeBel7/22/22 / I 11 )/() 7') i i -)7k ( )(( V -7/ 2—e7i) ,? i pP Signature of Applicant: Date: g The Commonwealth of Massachusetts Print Form I Department of Industrial Accidents Its �,- = Office of Investigations !; to1 Congress Street,Suite 100 ���-= Boston,MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Kloter Farms Inc Address:216 West Rd City/State/Zip:Ellington CT 06029 Phone#:860-871-1048 Are you an employer?Check the appropriate box: Type of project(required): 1.0 I am a employer with 40 4. I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. 0 New construction 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. employees and have workers' [No workers' comp. insurance comp.insurance.: 9. Building addition required.] 5. El We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.0 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. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Travelers Policy#or Self-ins.Lic.#: 02WECAN5GGW Expiration Date:10/24/2022 Job Site Address:47 Pine St City/State/Zip MA 01062 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 criminal 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 coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Jason Kloter '"'°°°° p0e I Signature: '" "'1°.'015'J-0i"° Date Phone#:860-871-1048 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): I. Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: KLOTE-2 OP ID:JODI ,4c L RO CERTIFICATE OF LIABILITY INSURANCE DATE(MWDD/YYYY) 10/25/2021 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. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Dowding,Moriarty&Dimock Inc NAME: Jodi Sakai 139 Union Street PHONE, );860-875-2523 FAX MVC,No):860-875-0921 Rockville,CT 06066 p D Rom:jsakalhdmdinsurance.com ED GIZA INSURERS)AFFORDING COVERAGE NAIC M INSURER A THE HARTFORD INSURED Kloter Farms,Inc. INSURER B,Central Insurance Company Country Warehouse,LLC ATIMA INsuRERc: 216 West Road Ellington,CT 06029 INSURERO: 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. L TYPE OF INSURANCE INSR DDL sWVD POLICY NUMBER JMUER M/DDYYYYY) (MMIDD//YY EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 B X COMMERCIAL GENERAL LIABILITY 8694976 10/24/2021 10/24/2022 DAMAGE TO RENTED 100,000 PREMISES{Ea occuner>ce) $ CLAIMS-MADE X OCCUR MED EXP(Any one person) S 5,000 PERSONAL 8 ADV INJURY S 1,000,000 GENERAL AGGREGATE S 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG S 2,000,000 —1 POLICY PRO LOC S JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 (Ea accident) S B X ANY AUTO 8694977-10 10/24/2021 10/24/2022 BODILY INJURY(Per person) S ALL OWNED X SCHEDULED BODILY INJURY(Per accident), S AUTOS X H RTEDSAUTOS X NON-0WNED PROPERTY DAMAGE r$ AUTOS (PER ACCIDENT) S UMBRELLA LIAB X OCCUR EACH OCCURRENCE 5 5,000,000 B EXCESS UAB CLAIMS-MADE 8694978-10 10/24/2021 10/24/2022 AGGREGATE S 5,000,000 DED RETENTION �J S WORKERS COMPENSATION X TyyCORY LIMITS ER AND EMPLOYERS'LIABILITY A ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N 02WECAN5GGW 10/24/2021 10/24/2022 E.L.EACH ACCIDENT S 1,000,000 OFFICER/MEMBER EXCLUDED? N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 1,000,000 B Property 8694976-10 10/24/2021 10/24/2022 Blanket 9,647,000 Property DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Evidence of Insurance CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Kloter Farms,Inc ACCORDANCE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Evidence of Insurance AUTHORIZED REPRESENTATIVE C ) ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD y---4 6.,,,,,,,,ge,/ 4- Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, M , s' chusetts 02118 Home Improve yitractor Registration cv -'° � = / Type: Corporation f pi'KW �; , Registration: 127530 KLOTER FARMS, INC t Expiration: 11/08/2022 PO BOX 440 I 11' w`in -- ELLINGTON,CT 06029 �i ' •/ of le_____/) Ad Update Address and Return Card. SCA 1 0 20M-05/17 17 g akiexaideal Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TY,t^Corporation before the expiration date. If found return to: JRegistr6itio% Expiration Office of Consumer Affairs and Bu iness Regulation 3 11/08/2022 1000 Washington Street -Suite KLOTER FAR I , 1 Boston,MA 02118 x, 11 o I JASON K.KLOT `= ';'^% 216 WEST ROAD ':�,,�.�,,� ��(vrug( ELLINGTON,CT 0602i9" Undersecretary of valid without signature Commonwealth of Massachusetts 1117 Division of Occupational Licensure Board of Building Re ulations and Standards � c IT c4, l' w t1 I f 1`.liv r ff CS-116927 =�.- Tres : 1211712025 MATTHEW E MANGOLD �' 42 GRISWOLD RD j ELLINGTON CT 06029 r r Commissioner , f . L /Y-, _. 0 City of Northampton o 76 h\, 5�,..... Massachusetts 4?•' 31_ '<< 6 .41 44 DEPARTMENT OF BUILDING INSPECTIONS a t L 212 Main Street•Municipal Building v�. 'tin Northampton, MA 01060 ffj ^o HOMEOWNERS'EXEMPTIONELIGIBILITYAF HDAVIT I, Christine Y.LeBel (insert full legal name),born February 23,1968 (insert month, day,year),hereby depose and state the following: 1. I am seeking a building permit pursuant to the homeowners' exemption to the permit requirements of the Massachusetts State Building Code, wdified at 780 CMR 110.R5.13.1, in connection with a project or work on a parcel of land to which I hold legal title. 2. 1 am not engaged in, and the project or work for which I am seeking the aforementioned homeowners'exemption does not involve the field erection of manufactured buildings constructed in accordance with 780 CMR 110.R3. 3. 1 qualify under the State Building Code's definition of"homeowner"as defined at 780 CMR 110.R5.1.2: Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one-or two-family dwelling attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a home owner. 4. I do not hold a valid Massachusetts construction supervision license and, except to the extent that I qualify for and will abide by the Massachusetts State Building Code's requirements for the supervision of the project or work on my parcel, I am not engaged in construction supervision in connection with any project or work involving construction, reconstruction, alteration, repair, removal or demolition involving any activity regulated by any provision of the Massachusetts State Building Code. 5. If I engage any other person or persons for hire in connection with the aforementioned project or work on my parcel,I acknowledge that I am required to and will act as the supervisor for said project or work Signed under the pains and penalties of perjury on this 22nd_day of July ,2022_. Christine LeBel (176,13s (Signature)