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Home My WebLink AboutBuilding Permit #452-15 - 1661 GREAT POND ROAD 11/7/2014 BUILDING PERMIT of "°oT;" TOWN OF NORTH ANDOVER PLICATION FOR PLAN EXAMINATION y� T = h Permit No#: Date Received �9SSgcHus��y Date Issued: lit I PORTANT: Applicant must complete all items on this page LOCATION Print PROPERTY OWNER T�C44�IeAc rR-31" L-C. r ,!{,1ljy, /2ct5j Print 100 Year Structure yes Cnk MAP 6o4 PARCEL:00 d ZONING DISTRICT:�Historic District yes Machine Shop Village yes n TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ,(New Building I One family 0 Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic 0 Well 0 Floodplain ?:Wetlands J$ Watershed District Water/Sewer DESCRIPTION OF WORK TO BE PE ORMED: x Identification- Please Type or Print Clearly WNER: Name: r' - Phone: ell Address: '"'/" 9 � p, rc� 15'b0'*-4r _ Contractor Name: CcMr Phone: ;Di -5-09--V -01F Address: Supervisor's Construction License: G c 6 7 SSS - Exp. Date: O�T/—/b _ Home Improvement License: %735_ _ Exp. Date: ,l3 ARCHITECT/ENGINEER Phonel,>i'-"s-- �'Z-?6 Address: S-22d /1/, 0 iLd , lvz-)< Reg. No. .3399 FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signa ut re of Agent/Owner Signature of contractor � � Plans Submitted Plans Waived 0 Certified Plot Plan Stamped Plans TYPE'OF SEWERAGE DISPOSAL Public Sewer Tanning/MassageBody Art ❑ Swimming Pools ❑ ' Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Privatese tic tank ❑ � P ,etc. Permanent DumP ster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM I I PLANNING & DEVELOPMENT Reviewed On jk- L-1� Signature_ 00 COMMENTS �I: u�. A` q fc or6 C�e.J CONSERVATION Reviewed on 11 (0 1 Signature �COMMENTS ti HEALTH Reviewed on Si naturefW "" COMMENTS � � 4,_ I l 77ijv coo 3 � Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: C�QComments Conservation Decision: 43 Comment �7/i Water& Sewer Connection/signature 8� Drivewa Permit DPW Town Engineer: Signature: JZ Z Located 384 Osgood 9treee FIRE'bEPARTMENT -Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS Dimension Number of Stories: O`Z Total square feet of floor area, based on Exterior dimensions. r7 Total land area, sq. ft.: foe, 7a o 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) -0 CkAz'��-j I" i ❑ Notified for pickup Call Email t Date Time _ Contact Name _ A Doc.Building Permit Revised 2014 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/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 j NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan + ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) r ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 Location !1 h/ No. U�' Date t- f " . - TOWN OF NORTH ANDOVER � Certificate of Occupancy $ . Building/Frame Permit Fee $ U Foundation Permit Fee $ Other Permit Fee $ TOTAL $ �L Check�# " �'. U`46 Building Inspector o a o c c o c o c o c V4 11-20gT l3/G9�� 1�q, o�83s o 0 0 0 0 0 0 0 0 0 p� voucher Department Building lAccounting use Only Voucher No#1 I Lil-cash Acct=TD Banknorth ending in 2840 Date: 2/19/2015 IDatePaid Vendor I Invoice Invoice# Account — Number I Vendor Name&Address Description Amount or Date Number Seaport Homes LLC Building Permit Fee $ 4,500.00 13-Nov-14 1001001.1.2.0241.0000.0.43300 Refund P.O.Box 8225 ----,--Bradford,MA 01835 Receipt#28246 — Check 784 l `payment will come out of our acct.on the 20t (=due date Total $ 4,500.00 I hereby certify that all goods,materials,an or services have been receiv d h been purchased in compliance with Mass.Gen.Laws. I Gerald Brown _ enni er ar __- Builaing Inspector _ Treasurer/Collector I Pagel i voucher Department Building- Accounting use Only - - ---_ — — Voucher No#1 Date: 2/19/2015 Date Paid Vendor Invoice Invoice# Account Number I Vendor Name&Address IDescription Amount I or Date Number Seaport Homes LLC Building Permit Fee $ 4,500.00 13-Nov-14 1001001.1.2.0241.0000.0.43300 Refund P.O.Boz 8225 _ Bradford,MA 01835 Receipt#28246 Check NO#4784 Total $ 41500.00 — II hereby at all goods,materials,and or services have been 17,1 received and have been purchased in compliance with Mass.Gen.Laws. Gerald rown Inspector ot Buildings _ Pagel North Andover MIMAP May 22, 2015 00 ` ♦ .. �. 1 � � 62.0-006 ` I t n � 62.0-0013 10000 tr r � t t t Vit,, r i r r� r 11675 GREAT POND RD r 062.0-0014 Rea's Pond rj 1689 GREAT POND RD. t% % 062.0-0018 1665 GREAT POND RD 062.0-0019 51" G`E'ANTIPO14D)'_RD 062.0-0012 ♦ "Ils �I3 88.91' 6].09' E_____293.22' %�� 153' 145' 035.0-0022 N Lake Cochichewkk Rail Line Interstates Horizontal Datum:MA Stateplane Coordinate System,Datum NAD83, I Meters Data Sources:The data for this map was produced by Merrimack —SR NORTN Valley Planning Commission(MVPC)using data provided by the Town of Roads Of t"10 ".q,�o North Andover.Additional data provided by the Executive Office of III Easements 2. `ss O Environmental Affairs/MassGIS.The information depicted on this map is MVPC Bounda 3 L for planning purposes only.It may not be adequate for legal boundary 0 ry O M definition or regulatory interpretation.THE TOWN OF NORTH ANDOVER 13 Municipal Boundary MAKES NO WARRANTIES,EXPRESSED OR IMPLIED,CONCERNING – Trails X >F THE ACCURACY,COMPLETENESS,RELIABILITY,OR SUITABILITY • i ^ # OF THESE DATA.THE TOWN OF NORTH ANDOVER DOES NOT ❑Parcels �{o� ... �r / ASSUME ANY LIABILITY ASSOCIATED WITH THE USE OR MISUSE OF C Hydrographic Features �o `wj THIS INFORMATION —Streams �S$�1CNUS�t Wetlands - 0 Exempt Lands 1"=139 ft w ` Enter construction cost for fee cal- North Andover Fee Calculation Construction Cost $ 3103000.00 m $ - $ 3,720.00 Plumbing Fee $ 465.00 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 465.00 Total fees collected $ 4,750.00 1661 Great Pond Road 452-15 on 11/7/2014 Single Family Home t OORT" Town oAndoverI� O Z No. •I =C,, t-ir-474ver, Mass, COC NIC Nl WICN y�. S U BOARD OF HEALTH PERMIT T L Food/Kitchen Septic System THIS CERTIFIES THA ... !AM1 .... .1..... .... . ........4..... .,,,, BUILDING INSPECTOR has permission to erect .. ( ((fi�rr R .lsO�.....1..`. buildings on .1661 Foundation A � ough to be occupied ass�� .�,...... .... k!!!!.1... ....... .. . . ......�!.�. ... .... Chimney provided that the personccepting this permit all in every respect c form to he terms of the a lication 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 MONTH ELECTRICAL'INSPECTOR UNLESS CONSTRUCT T Rough Service ... ori...................... .............. ...... ... Final BUILDING INSPECTOR z GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Fina' No lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. North Andover MIMAP February 17, 2015 062.0-0068 ♦♦ ` !' i ♦ \ ♦ 062:o-000 4 �.. ► 035,0-0030 ► ►\ < ► , -._. ► \ 0620-0013 9675 GREATPOND'RD ► .Rao's Pard 062.0-0014 �� ®Q,a`?� \ ►\ 9725 GREATPOND RD ♦\ 1689 GREAT POND RD4 \\ 0620-0018 1665 GREAT PONDS RD O62.0-0019_ 4653,LGREAT`POND`�RD 062.0-0012 -,�. �. 2�421 ♦�� g b1.49' 29322 `�1 15T �a j 1451 035.0-0022 Lake CachkheWck —Rail Line Interstates Horizontal Datum:MA Stateplane Coordinate System,Datum NAD83, Meters Data Sources:The data for this map was produced by Merrimack SR pORT11 Valley Planning Commission(MVPC)using data provided by the Town of --Roads Orr Easements So .y North Andover.Additional data provided by the Executive Office of ? ��.�� ° a�O Environmental Affairs/MassGIS.The information depicted on this map is 3 for planning purposes only.It may not be adequate for legal boundary 0 MVPC Boundary } — 9 definition or regulatory interpretation.THE TOWN OF NORTH ANDOVER 0 Municipal Boundary - MAKES NO WARRANTIES,EXPRESSED OR IMPLIED,CONCERNING – Trails - - >w. THE ACCURACY,COMPLETENESS,RELIABILITY,OR SUITABILITY f s ^♦ OF THESE DATA.THE TOWN OF NORTH ANDOVER DOES NOT 0 Parcels >F o� ♦ ASSUME ANY LIABILITY ASSOCIATED WITH THE USE OR MISUSE OF CI Hydrographic Features 'p+ 'w"q THIS INFORMATION —Streams �SSACN115�t 7.1 Wetlands 0 Exempt Lands 1"=134 ft ��` PLAN SHOWING PROPOSED DWELLING 1661 GREAT POND ROAD NORTH ANDOVER, MASS. PREPARED FOR: SEAPORT HOMES, LLC DATE: NOVEMBER 6, 2014 `Z"OFMq SCALE: 1 "= 40' PETERss9cy , h `314 h D 2 F GOODWIN No.4813 "^ a n d o ve r6ISTE�F�PJ` consultants qL LANOS`' O 28, inc.in c. 1 East River Place Peter D. Goodwin 86' O0o 33. �~'! Methuen, Mass. 01844 Reg. Prof. Land Surveyor 0 40 80 120 160 Ft. 24, 0 10 20 40 Meter oo• i r?,71, 'less,, S38 8 O6 ti \5r e � LOT B 227 s8'Yr , 429720 S.F. S46' 0 w. o R_1030.01' ROAD p ON GRE P P: \1 2\1 2-32\DWG\PLOT.DWG �l fi Project:B Lot 19 Great PondRd N Andover MA Page Dan L Gelinas P.E. / Location:Beam B11 '1 Gelinas Structural Engineering LLC ' Uniformly Loaded Floor Beam 579A North End Blvd or [2009 International Building Code(2005 NDS)] Salisbury MA 01952-1738 ;Ph 978.465.6436 (5) 1.5 IN x 11.25 IN x 7.0 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 10/26/2014 4:34:40 PM Section Adequate By: 1.4% Controlling Factor:Moment CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.07 IN L/1258 Dead Load 0.03 in Total Load 0.09 IN U907 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 5390 Ib 5390 Ib Dead Load 2084 Ib 2084 Ib Total Load 7474 Ib 7474 Ib Bearing Length 2.34 in 2.34 in BEAM DATA Center Span Length 7 ft Unbraced Length-Top 0 ft 7ft Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING #2-Spruce-Pine-Fir Side 1 Side 2 Base Values Ad�stFloor Live Load FLL= 1540 psf 0 psf Bending Stress: Fb= 875 psi Fb'= 10000 6 psi Cd=1.00 CF=1.00 Cr-1.15 Floor Dead Load FDL= 580 psf 0 psf = Shear Stress: Fv= 135 psi Fv'= 135 psi Floor Tributary Width FTW 1 ft 0 ft Cd=1.00 Wall Load WALL= 0 plf Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi BEAM LOADING Min.Mod.of Elasticity: E min= 510 ksi E min'= 510 ksi Beam Total Live Load: wL= 1540 plf Comp.-L to Grain: Fc--I-= 425 psi Fc-1'= 425 psi Beam Total Dead Load: wD= 580 plf Beam Self Weight: SSW= 15 plf Controlling Moment: 13079 ft-Ib Total Maximum Load: wT= 2135 pif 3.5 ft from left support Created by combining all dead and live loads. Controlling Shear: -5531 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 155.97 in3 158.2 in3 Area(Shear): 61.45 in2 84.38 in2 Moment of Inertia(deflection): 254.64 in4 889.89 in4 Moment: 13079 ft-Ib 13266 ft-Ib Shear: -5531 ib 7594 Ib NOTES 1 pn, c L -i L1 �� > ..� �y Job .1422 Oct 27, 2014 r ®Boise Cascade Triple 2 x 10 SPF #2 Floor Beam11312 BC CALC®Design Report Dry 11 span I No cantilevers 10/12 slope Sunday, October 26, 2014 Build 3272 File Name: bc14221.bcc Job Name: Description: Designs1B12 Address: Lot 19-Great Pond Rd Specifier: Dan L Gelinas, PE City, State,Zip:North Andover, MAjob14221 Designer: Gelinas Structural Engineering LLC, 579A North End BI) Customer: Seaport Homes LLC PO Box 8225 Bradford MA 01835 Company: Salisbury MA 01952[phone 978.360.2562] Code reports: NLGA Misc: danlgelinas@comcast.net BO o9-O6-o0 61 Total Horizontal Product Length=09-06-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live 130, 3-1/2" 1,520/0 425/0 B1, 3-1/2" 1,520/0 425/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 09-06-00 40 10 08-00-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 4,185 ft-lbs 81.3% 100% 1 04-09-00 be verified by anyone who would rely on End Shear 1,510 lbs 40.3% 100% 1 01-00-12 output as evidence of suitability for Total Load Defl. L/732(0.148") 32.8% n/a 1 04-09-00 particular application.Output here based Live Load Defl. U999(0.116") n/a n/a 2 04-09-00 on building code-accepted design properties and analysis methods. Max Defl. 0.148" 14.8% n/a 1 04-09-00 Installation of BOISE engineered wood Span/Depth 11.7 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable 0 o building codes.To obtain Installation Guide /o Allow /o Allow or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.lnlnBC BO Post 3-1/2"x 4-1/2" 1,945 lbs 17% 29.1% Spruce Pine Fir CALC®,BC FRAMER@,AJSTM, B1 Post 3-1/2"x 4-1/2" 1,945 lbs 17% 29.1% Spruce Pine Fir ALLJOIST®,BC RIM BOARDTM BCI®, BOISE GLULAMTM,SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Notes PLUS@,VERSA-RIM@, Design meets Code minimum(U240)Total load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are Design meets Code minimum(U360)Live load deflection criteria. trademarks of Boise Cascade Wood Design meets arbitrary(1")Maximum total load deflection criteria. Products L.L.C. Calculations assume Member is Fully Braced. � �1 \ ry Design based on Dry Service Condition. AA The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above. All other support and design for these products, including but not j` limited to notching, connections, installation, and engineer/architect certification is the responsibility of the project's design professional of record. z Deflections less than 1/8"were ignored in the results. L) 6.-, Job .1422 Oct 27, 2014 Page 1 of 1 e ®Boise Cascade Single 2 x 10 SPF #2 JoistIJ01 Dry 1 span I No cantilevers 0/12 slope Sunday, October 26, 2014 BC CALCO Design Report 16 OCS Repetitive I Glued& nailed construction Build 3272 File Name: bcl4221.bcc Job Name: Description: Designs1JO1 Address: Lot 19-Great Pond Rd Specifier: Dan L Gelinas, PE City, State,Zip: North Andover, MA job14221 Designer: Gelinas Structural Engineering LLC, 579A North End BI1 Customer: Seaport Homes LLC PO Box 8225 Bradford MA 01835 Company: Salisbury MA 01952 (phone 978.360.2562] Code reports: NLGA Misc: danlgelinas@comcast.net M r L2 SJ t BO 14-00-00 61 Total Horizontal Product Length=14-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 373/0 93/0 B1, 3-1/2" 373/0 93/0 Live Dead Snow Wind Roof Live Ocs Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft12) L 00-00-00 14-00-00 40 10 16 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,528 ft-lbs 77.5% 100% 1 07-00-00 be verified by anyone who would rely on End Shear 396 lbs 31.7% 100% 1 01-00-12 output as evidence of suitability for Total Load Defl. U446(0.364") 53.8% n/a 1 07-00-00 particular application.Output here based Live Load Defl. L/558 (0.291") 86.1% n/a 2 07-00-00 on building dd design properties and analysis methods. Max Defl. 0.364" 36.4% n/a 1 07-00-00 Installation of BOISE engineered wood Span/Depth 17.6 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Su or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.lnlnBC BO Wall/Plate 3-1/2"x 1-1/2" 467 lbs 20.9% 20.9% Spruce Pine Fir CALCO,BC FRAMER@,AJS'"', B1 Wall/Plate 3-1/2"x 1-1/2" 467 lbs 20.9% 20.9% Spruce Pine Fir ALLJOIST@,BC RIM BOARDTm BCIO, BOISE GLULAM-,SIMPLE FRAMING SYSTEM@,VERSA-LAM®,VERSA-RIM Vibration Summary PLUS@,VERSA-RIM@, Subfloor: 23/32"OSB, Glue+ Nail Gypsum Ceiling: 5/8" VERSA-STRAND@,VERSA-STUD@are Strapping: None Bracing: None trademarks of Boise Cascade Wood Products L.L.C. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets User specified(L/480)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Composite EI value based on 23/32"thick OSB sheathing glued and nailed to member. tri Design based on Dry Service Condition. �� -�" `- L The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above. All other support and design for these products, including but not limited to notching, connections, installation, and engineer/architect certification is the responsibility of the project's design professional of record. f� Deflections less than 1/8"were ignored in the results. z Job .1422 Oct 27, 2014 Page 1 of 1 r ®Boise Cascade Quadruple 2 x 10 SPF #2 Floor Beam1B21 BC CALC®Design Report Dry 11 span ( No cantilevers 10/12 slope Sunday, October 26, 2014 Build 3272 File Name: bcl4221.bcc Job Name: Description: Designs\B21 Address: Lot 19-Great Pond Rd Specifier: Dan L Gelinas, PE City, State, Zip: North Andover, MAjob14221 Designer: Gelinas Structural Engineering LLC, 579A North End BIi Customer: Seaport Homes LLC PO Box 8225 Bradford MA 01835 Company: Salisbury MA 01952 (phone 978.360.2562] Code reports: NLGA Misc: danlgelinas@comcast.net 3 j i 2 1 1 z 93 BO �6-09-00 61 Total Horizontal Product Length=06-09-00 Reaction Summary(Down /Uplift) (ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 3,307/0 1,258/0 B1, 3-1/2" 3,307/0 1,258/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 2nd Unf. Area(Ib/ft"2) L 00-00-00 06-09-00 40 10 14-00-00 2 wall Unf.Area(Ib/ft^2) L 00-00-00 06-09-00 0 10 08-00-00 3 attic Unf.Area(Ib/ft"2) L 00-00-00 06-09-00 30 10 14-00-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 6,693 ft-lbs 97.5% 100% 1 03-04-08 be verified by anyone who would rely on End Shear 3,128 lbs 62.6% 100% 1 01-00-12 output as evidence of suitability for Total Load Defl. L/999(0.086") n/a n/a 1 03-04-08 particular application.Output here based Live Load Defl. L/999(0.062") n/a n/a 2 03-04-08 on building code-accepted design properties and analysis methods. Max Defl. 0.086" n/a n/a 1 03-04-08 Installation of BOISE engineered wood Span/Depth 8.2 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide .Bearing $u or ask questions,please call Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.\n\nBC BO Post 3-1/2"x 6" 4,565 lbs 30% 51.2% Spruce Pine Fir CALC®,BC FRAMER@,AJSw,I B1 Post 3-1/2"x 6" 4,565 lbs 30% 51.2% Spruce Pine Fir ALLJOISTO,BC RIM BOARDT"' BCI®, BOISE GLULAMT'",SIMPLE FRAMING Notes SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Design meets Code minimum(U240)Total load deflection criteria. VERSA-STRAND®,VERSA-STUDS are Design meets Code minimum(U360)Live load deflection criteria. trademarks of Boise Cascade Wood Design meets arbitrary(1") Maximumtotal load deflection criteria. Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. .1� The analysis of solid sawn wood members is in accordance with the NDS and is limited to the ti ; output shown above. All other support and design for these products, including but not limited to notching, connections, installation, and engineer/architect certification is the �� r responsibility of the project's design professional of record. -a Deflections less than 1/8"were ignored in the results. Cd (� r JO b .1422 Page 1 of 1 Oct 27, 2014 .t ®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM@ 2.0 3100 SP Floor Beam11322 Dry 11 span I No cantilevers 0/12 slope Sunday, October 26, 2014 BC CALCO Design Report _ Build 3272 File Name: bcl4221.bcc Job Name: Description: Designs1B22 Address: Lot 19-Great Pond Rd Specifier: Dan L Gelinas, PE City, State, Zip: North Andover, MAjobl4221 Designer: Gelinas Structural Engineering LLC, 579A North End Bli Customer: Seaport Homes LLC PO Box 8225 Bradford MA 01835 Company: Salisbury MA 01952 [phone 978.360.2562] Code reports: ESR-1040 Misc: danlgelinas@comcast.net i i i i I I ! IF IF i ! I r BO 09-06-00 B1 Total Horizontal Product Length=09-06-00 Reaction Summary(Down!Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 1,995/0 1,826/0 3,562/0 B1, 3-1/2" 1,995/0 1,826/0 3,563/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 2nf Unf.Area (Ib/ft^2) L 00-00-00 09-06-00 40 10 07-00-00 2 to roof Unf.Area(Ib/ft^2) L 00-00-00 09-06-00 10 50 01-00-00 3 wall Unf.Area(Ib/ft"2) L 00-00-00 09-06-00 0 10 08-00-00 4 attic Unf.Area(Ib/ft^2) L 00-00-00 09-06-00 20 10 07-00-00 5 roof Unf.Area(Ib/ft^2) L 00-00-00 09-06-00 10 50 14-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 12,896 ft-lbs 53.6% 115% 3 04-09-00 End Shear 4,627 lbs 42.5% 115% 3 01-01-00 Total Load Defl. L/429(0.253") 56% n/a 3 04-09-00 Live Load Defl. L/617(0.176") 58.4% n/a 6 04-09-00 Max Defl. 0.253" 25.3% n/a 3 04-09-00 Span/Depth 11.4 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 5-1/4" 5,994 lbs 45% 43.5% Spruce Pine Fir i 131 Post 3-1I2"x 5-1/4" 5,994 lbs 45% 43.5% Spruce Pine Fir �L Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(0360)Live load deflection criteria. y= A_ { Design meets arbitrary(1")Maximum total load deflection criteria. ; s 4 Calculations assume Member is Fully Braced. Design based on Dry Service Condition. �J4 c: Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: Simpson Strong-Tie, Inc. Job .1422 Oct 27, 2014 Page 1 of 2 E ®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM@ 2.0 3100 SP Floor Beam1B22 Dry 11 span I No cantilevers 10/12 slope Sunday, October 26,2014 BC CALCO Design Report Build 3272 File Name: bc14221.bcc Job Name: Description: Designs1622 Address: Lot 19-Great Pond Rd Specifier: Dan L Gelinas, PE City, State,Zip: North Andover, MAjob 14221 Designer: Gelinas Structural Engineering LLC, 579A North End BI1 Customer: Seaport Homes LLC PO Box 8225 Bradford MA 01835 Company: Salisbury MA 01952[phone 978.360.2562] Code reports: ESR-1040 Misc: danigelinas@comcast.net Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • particular application.Output here based on building code-accepted design t properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum= 1-1/2"c=6-1/2" (800)232-0788 before installation.lnlnBC b minimum= 6" d=24" CALCO,BC FRAMER@,AJS-, e minimum= 1" ALLJOISTO,BC RIM BOARD- BCI@, BOISE GLULAMTM,SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Calculated Side Load = 350.0 Ib/ft PLUS@),VERSA-RIM@, VERSA-STRAND@,VERSA-STUDO are Install Screws with screw heads in the loaded ply trademarks of Boise Cascade wood Connectors are: SDW22500 Products L.L.C, Page 2 of 2 ®Boise cascade Triple 2 x 10 SPF #2 Floor Beam11323 Dry 11 span I No cantilevers 10/12 slope Sunday, October 26, 2014 BC CALC@ Design Report Build 3272 File Name: bcl4221.bcc Job Name: Description: Designs1B23 Address: Lot 19-Great Pond Rd Specifier: Dan L Gelinas, PE City, State,Zip:North Andover, MAjob14221 Designer: Gelinas Structural Engineering LLC, 579A North End BI1 Customer: Seaport Homes LLC PO Box 8225 Bradford MA 01835 Company: Salisbury MA 01952[phone 978.360.25621 Code reports: NLGA Misc: danlgelinas@comcast.net I 541 I i ! I 4 ( I i I I i 3 06-06-00 BO 61 Total Horizontal Product Length=06-06-00 Reaction Summary(Down /Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2' 1,365/0 1,201 /0 2,275/0 B1, 3-1/2" 1,365/0 1,201 /0 2,275/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 2nf Unf.Area(Ib/ft^2) L 00-00-00 06-06-00 40 10 07-00-00 3 wall Unf.Area(Ib/ft^2) L 00-00-00 06-06-00 0 10 08-00-00 4 attic Unf.Area(Ib/ft^2) L 00-00-00 06-06-00 20 10 07-00-00 5 roof Unf.Area(lb/ft^2) L 00-00-00 06-06-00 10 50 14-00-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 5,519 ft-lbs 93.2% 115% 3 03-03-00 be verified by anyone who would rely on End Shear 2,646 lbs 61.4% 115% 3 01-00-12 output as evidence of suitability for Total Load Defl. L/999(0.087") n/a n/a 3 03-03-00 particular application.Output here based Live Load Defl. U999(0.061") n/a n/a 6 03-03-00 on building code-accepted design properties and analysis methods. Max Defl. 0.087' n/a n/a 3 03-03-00 Installation of BOISE engineered wood Span/Depth 7.8 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.\nlnBC BO Post 3-1/2"x 4-1/2" 3,931 lbs 34.4% 58.7% Spruce Pine Fir CALC®,BC FRAMER@,AJSTm, B1 Post 3-1/2"x 4-1/2" 3,931 lbs 34.4% 58.7% Spruce Pine Fir ALLJOIST@,BC RIM BOARDTM',BCI@, BOISE GLULAMTM,SIMPLE FRAMING Notes SYSTEM®,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Design meets Code minimum (U240)Total load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Design meets Code minimum 0360 Live load deflection criteria. , ,.,, 9 ( ) " ProduC"s .�`�' 4 r Design meets arbitrary 1 Maximum total load deflection criteria. `' g rY( ) Calculations assume Member is Fully Braced. Design based on Dry Service Condition. ,K The analysis of solid sawn wood members is in accordance with the NDS and is limited to the r. -* '- L output shown above. All other support and design for these products, including but not limited to notching, connections, installation, and engineer/architect certification is the responsibility of the project's design professional of record. Deflections less than 1/8"were ignored in the results. Job .1422 nor '?7 ?01 d r ®Boise Cascade Triple 2 x 10 SPF #2 Floor BeamIB24 Dry 11 span I No cantilevers 10/12 slope Sunday, October 26, 2014 BC CALCO Design Report Build 3272 File Name: bcl4221.bcc Job Name: Description: Designs1B24 Address: Lot 19-Great Pond Rd Specifier: Dan L Gelinas, PE City, State, Zip: North Andover, MAjob14221 Designer: Gelinas Structural Engineering LLC, 579A North End BI1 Customer: Seaport Homes LLC PO Box 8225 Bradford MA 01835 Company: Salisbury MA 01952[phone 978.360.2562] Code reports: NLGA Misc: danigelinas@comcast.net I ! I 0403-00 B 1 BO Total Horizontal Product Length=0403-00 Reaction Summary(Down /Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 892/0 785/0 1,487/0 B1, 3-1/2" 893/0 785/0 1,488/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 2nf Unf. Area(Ib/ft"2) L 00-00-00 04-03-00 40 10 07-00-00 3 wall Unf.Area(Ib/ft^2) L 00-00-00 04-03-00 0 - 10 08-00-00 4 attic Unf. Area(Ib/ft^2) L 00-00-00 04-03-00 20 10 07-00-00 5 roof Unf.Area(Ib/ft^2) L 00-00-00 04-03-00 10 50 14-00-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 2,174 ft-lbs 36.7% 115% 3 02-01-08 be verified by anyone who would rely on End Shear 1,285 lbs 29.8% 115% 3 01-00-12 output as evidence of suitability for Total Load Defl. U999(0.014") n/a n/a 3 02-01-08 particular application.Output here based on building code-accepted design Live Load Defl. U999(0.009") n/a n/a 6 02-01-08 properties and analysis methods. Max Defl. 0.014" n/a n/a 3 02-01-08 Installation of BOISE engineered wood Span/Depth 4.9 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installabon.lnlnBC BO Post 3-1/2"x 4-1/2" 2,570 lbs 22.5% 38.4% Spruce Pine Fir CALCO,BC FRAMERO,AJSTm, B1 Post 3-1/2"x 4-1/2" 2,570 lbs 22.5% 38.4% Spruce Pine Fir ALLJOISTO,BC RIM BOARDT"' BCI@, BOISE GLULAMT"',SIMPLE FRAMING Notes SYSTEMS,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Design meets Code minimum(U240)Total load deflection criteria. VERSA-STRANL)@,VERSA-STUD@ are Design meets Code minimum (0360)Live load deflection criteria. trademarks,`+°s��a';'z'.�ade wood Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. / -. \J'•' The analysis of solid sawn wood members is in accordance with the NDS and is limited to the �? output shown above. All other support and design for these products, including but not -x _^ - ' limited to notching, connections, installation, and engineer/architect certification is the responsibility of the project's design professional of record. Deflections less than 1/8"were ignored in the results. Job .1422 Page 1 of 1 Oct 27, 2014 Boise Cascade Double 2 x 8 SPF #2 Floor BeamI1325 \��TTTJJJ Dry 1 span I No cantilevers 10/12 slope Sunday, October 26, 2014 BC CALCO Design Report Build 3272 File Name: bc14221.bcc Job Name: Description: Designs\B25 Address: Lot 19-Great Pond Rd Specifier: Dan L Gelinas, PE City, State, Zip: North Andover, MAjob14221 Designer: Gelinas Structural Engineering LLC, 579A North End 13I1 Customer: Seaport Homes LLC PO Box 8225 Bradford MA 01835 Company: Salisbury MA 01952 [phone 978.360.2562] Code reports: NLGA Misc: danlgelinas@comcast.net 2 i I I I I ,- 03-03-00 BO B1 Total Horizontal Product Length=03-03-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 1,592/0 593/0 B1, 3-1/2" 1,592/0 593/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 2nd Unf.Area(!b/ft"2) L 00-00-00 03-03-00 40 10 14-00-00 2 wall Unf.Area(lb/ft^2) L 00-00-00 03-03-00 0 10 08-00-00 3 attic Unf. Area(!b/ft^2) L 00-00-00 03-03-00 30 10 14-00-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,310 ft-lbs 57% 100% 1 01-07-08 be verified by anyone who would rely on End Shear 981 lbs 50.1% 100% 1 00-10-12 output as evidence of suitability for Total Load Defl. L/999(0.014") n/a n/a 1 01-07-08 particular application.Output here based Live Load Defl. U999(0.01") n/a n/a 2 01-07-08 on building code-accepted design properties and analysis methods. Max Defl. 0.014" n/a n/a 1 01-07-08 Installation of BOISE engineered wood Span/Depth 4.6 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material (8 ask questions,please call (800)232-0788 before installation.lnlnBC BO Post 3-1/2"x 3" 2,186 lbs 28.7% 49% Spruce Pine Fir CALC@,BC FRAMERO,AJST"^, B1 Post 3-1/2"x 3" 2,186 lbs 28.7% 49% Spruce Pine Fir ALLJOISTO,BC RIM BOARD- BCI@, BOISE GLULAMT11,SIMPLE FRAMING (Votes SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Design meets Code minimum (L/240)Total load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are Design meets Code minimum (U360)Live load deflection criteria. trademarks of Boise Cascade wood Design meets arbitrary(1")Maximum total load deflection criteria. Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. r The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above. All other support and design for these products, including but not limited to notching,connections, installation, and engineer/architect certification is the responsibility of the project's design professional of record. Deflections less than 1/8"were ignored in the results. �` " Page 1 of 1 Job .1422 Oct 27. 2014 ®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1B31 Dry 11 span I No cantilevers 10/12 slope Sunday, October 26,2014 BC CALC®Design Report Build 3272 File Name: bcl4221.bcc Job Name: Description: Designs1B31 Address: Lot 19-Great Pond Rd Specifier: Dan L Gelinas, PE City, State,Zip: North Andover, MAjob 14221 Designer: Gelinas Structural Engineering LLC, 579A North End Bill Customer: Seaport Homes LLC PO Box 8225 Bradford MA 01835 Company: Salisbury MA 01952(phone 978.360.2562] Code reports: ESR-1040 Misc: danlgelinas@comcast.net xz 1:11K f 06,� -., %L� On, -maw&I'llm . .. BO 13-06-00 61 Total Horizontal Product Length=13-06-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 2,835/0 1,042/0 B1, 3-1/2" 2,835/0 1,042/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 attic Unf.Area(Ib/ft^2) L 00-00-00 13-06-00 30 10 14-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 12,213 fi 58.3% 100% 1 06-09-00 End Shear 3,255 lbs 34.4% 100% 1 01-01-00 Total Load Defl. 0314(1 76.4% n/a 1 06-09-00 Live Load Defl. LU429(0.364") 83.8% n/a 2 06-09-00 Max Defl. 0.498" 49.8% n/a 1 06-09-00 Span/Depth 16.5 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x M Value Support Member Material BO Post 3-1/2"x 5-1/4" 3,877 lbs 29.1% 28.1% Spruce Pine Fir B1 Post 3-1/2"x 5-1/4" 3,877 lbs 29.1% 28.1% Spruce Pine Fir (dotes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum (0360)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. �~ , Fastener Manufacturer: Simpson Strong-Tie, Inc. Job .1422 Oct 27, 2014 Page 1 of 2 Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM@ 2.0 3100 SP Floor Beam11331 LTJ Dry 11 span J No cantilevers 10/12 slope Sunday,October 26,2014 BC CALCO Design Report �--- Build 3272 File Name: bc14221.bcc Job Name: Description: Designs\B31 Address: Lot 19-Great Pond Rd Specifier: Dan L Gelinas, PE City, State, Zip: North Andover, MA job14221 Designer: Gelinas Structural Engineering LLC, 579A North End BIS Customer: Seaport Homes LLC PO Box 8225 Bradford MA 01835 Company: Salisbury MA 01952[phone 978.360.2562] Code reports: ESR-1040 Misc: danlgelinas@comcast.net Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for C particular application.Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable a building codes.To obtain Installation Guide or ask questions,please call a minimum = 1-1/2"c=3-1/4" (800)232-0788 before installation.\n\nBC b minimum =4" d=24" CALCO,BC FRAMER@,AJSTM, e minimum = 1" ALLJOISTO,BC RIM BOARD-,BCI@), BOISE GLULAM-,SIMPLE FRAMING SYSTEMO,VERSA-LAM@,VERSA-RIM Calculated Side Load=560.0 Ib/ft PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Install screws from both sides, staggering screws by half of the spacing to avoid splitting. trademarks of Boise Cascade wood Connectors are: SDS 1/4 x 3-1/2 Products L.L.C. i Page 2 of 2 ®Boise Cascade Single 2 x 8 SPF #2 JoistIJ02 Attic Joists Dry 1 span I No cantilevers 10112 slope Sunday, October 26, 2014 BC CALCO Design Report 16 OCS Repetitive I Glued&nailed construction Build 3272 File Name: bcl4221.bcc Job Name: Description: Designs1J02 Attic Joists Address: Lot 19-Great Pond Rd Specifier: Dan L Gelinas, PE City, State,Zip: North Andover, MAjobl4221 Designer: Gelinas Structural Engineering LLC, 579A North End BIS Customer: Seaport Homes LLC PO Box 8225 Bradford MA 01835 Company: Salisbury MA 01952 [phone 978.360.2562] Code reports: NLGA Misc: danlgelinas@comcast.net r P . a � , BO 1400-00 B1 Total Horizontal Product Length= 14-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 4" 281 /0 94/0 B1, 3-1/2" 279/0 93/0 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 attic Unf.Area(Ib/ft^2) L 00-00-00 14-00-00 30 10 16 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,215 ft-lbs 91.9% 100% 1 07-00-00 be verified by anyone who would rely on End Shear 324 lbs 33.1% 100% 1 00-11-04 output as evidence of suitability for Total Load Defl. U271 (0.598") 88.5% n/a 1 07-00-00 particular application.Output here based e on building code-accepted design Live Load Defl. U361 (0.448 ) 99.6% n/a 2 07-00-00 properties and analysis methods. Max Defl. 0.598" 59.8% n/a 1 07-00-00 Installation of BOISE engineered wood Span/Depth 22.3 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide SU or ask questions,please call Bearing pports Dim.(L x W) Value Support Member Material (800)232-0788 before install adon.lnlnBC BO Wall/Plate 4"x 1-1/2" 374 lbs 14.7% 14.7% Spruce Pine Fir CALC@,BC FRAMER@,AJSTm, B1 Wall/Plate 3-1/2"x 1-1/2" 372lbs 16.7% 16.7% Spruce Pine Fir ALLJOIST@,BC RIM BOARD rm BCI@, BOISE GLULAM-,SIMPLE FRAMING Vibration Summary SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Subfloor:23/32"OSB, Glue + Nail Gypsum Ceiling: 5/8" VERSA-STRAND@,VERSA-STUD@ are Strapping: None Bracing: None trademarks of Boise Cascade Wood Products L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(0360)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. T �f Calculations assume Member is Fully Braced. Composite EI value based on 23/32"thick OSB sheathing glued and nailed to member. �',�, ! ;;'�_ __ • j Design based on Dry Service Condition. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the . / output shown above. All other support and design for these products, including but not . 19 � t0 limited to notching,connections, installation, and engineer/architect certification is the `: `�-'= J r' �,57, responsibility of the project's design professional of record. ,,� �- Deflections less than 1/8"were ignored in the results. Job .1422 Oct 27, 2014 Page 1 of 1 a ®Boise Cascade Single 2 x 10 SPF #2 Rafter1R01 Dry 1 span I No cantilevers 14/12 slope Sunday, October 26, 2014 BC CALC®Design Report 16 OCS I Repetitive Build 3272 File Name: bcl4221.bcc Job Name: Description: Designs\R01 Address: Lot 19-Great Pond Rd Specifier: Dan L Gelinas, PE City, State, Zip: North Andover, MAjob14221 Designer: Gelinas Structural Engineering LLC, 579A North End BI1 Customer: Seaport Homes LLC PO Box 8225 Bradford MA 01835 Company: Salisbury MA 01952(phone 978.360.2562] Code reports: NLGA Misc: danlgelinas@comcast.net 1__14 12 i i U ju m , sl 14-00-00 BO B1 Total Horizontal Product Length=14-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 98/0 467/0 B1, 3-1/2" 98/0 467/0 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area(Ib/ft^2) L 00-00-00 14-00-00 11 50 16 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment .1,850 ft-lbs 81.5% 115% 4 06-11-03 . be verified by anyone who would rely on End Shear 542 lbs' 37.7% 115% 4 00-03-08 output as evidence of suitability for Total Load Defl. L/350 (0.49") 51.5% n/a 4 06-11-03 particular application.Output here based on building code accepted design Live Load Defl. L/424(0.405") 56.7% n/a 5 06-11-03 properties and analysis methods. Max Defl. 0.49" 49% n/a 4 06-11-03 Installation of BOISE engineered wood ro in ducts must be accordance with Span/Depth 17.6 n/a n/a 0 00-00-00 p current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value ask questions,please call Value Support Member Material (800)232-0788 before installation.\n\nBC BO Wall/Plate 3-1/2"x 1-1/2" 566 lbs 25.4% 25.4% Spruce Pine Fir CALC®,BC FRAMER@,AJSTm, B1 Wall/Plate 3-1/2"x 1-1/2" 566 lbs 25.4% 25.4% Spruce Pine Fir ALLJOIST®,BC RIM BOARD- BCI®, BOISE GLULAM-,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Horiz.Length Product Length PLUS®,VERSA-RIM®, Slope and Cut Length Slope Fascia Depth VERSA STRAND®,VERSA-STUD®are Plumb Cut with Hanger to dbl. top plate 4/12 9-3/4" 14-00-00 15-00-03 trademarks of Boise Cascade Wood Products!.!_C 4 t Notes , { Design meets Code minimum (L/180)Total load deflection criteria. Design meets Code minimum (L/240) Live load deflection criteria. _,IX �_ L v�? Design meets arbitrary1 Maximum total load deflection criteria. ' Calculations assume Member is Fully Braced. 5 r; , ��A Design based on Dry Service Condition. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above. All other support and design for these products, including but not limited to notching, connections, installation, and engineer/architect certification is the r rV responsibility of the project's design professional of record. Deflections less than 1/8"were ignored in the results. Job .1422 Oct 27, 2014 Page 1 of 1 ®Boise Cascade Single 14" BCI@ 90s-2.0 SP JoistlGarage Dry 1 span I No cantilevers 0/12 slope Sunday, October 26, 2014 BC CALCO Design Report 16 OCS Repetitive I Glued &nailed construction Build 3272 File Name: bcl4221.bcc Job Name: Description: DesignslGarage Address: Lot 19-Great Pond Rd Specifier: Dan L Gelinas, PE City, State, Zip: North Andover, MAjob14221 Designer: Gelinas Structural Engineering LLC, 579A North End B11 Customer: Seaport Homes LLC PO Box 8225 Bradford MA 01835 Company: Salisbury MA 01952[phone 978.360.2562] Code reports: ESR-1336 Misc: danlgelinas@comcast.net I i E Y ,. BO 24-00-00 61 Total Horizontal Product Length=24-00-00 Reaction Summary(Down 1 Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 640/0 160/0 B1, 3-1/2" 640/0 160/0 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 24-00-00 40 10 16 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 4,618 ft-lbs 40.5% 100% 1 12-00-00 be verified by anyone who would rely on End Reaction 800 lbs 43.2% 100% 1 00-00-00 output as evidence of suitability for End Shear 781 lbs 33.2% 100% 1 00-03-08 particular application.Output here based Total Load Defl. U604(0.468") 39.8% n/a 1 12-00-00 on building code-accepted design properties and analysis methods. Live Load Defl. L/755(0.374") 63.6% n/a 2 12-00-00 Installation of BOISE engineered wood Max Defl. 0.468" 46.8% n/a 1 12-00-00 products must be in accordance with Span/Depth 20.2 n/a n/a 0 00-00-00 current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before installation.lnlnBC Bearing Supports Dim.(L x W) Value Support Member Material CALCO,BC FRAMER@,AJS""', BO Wall/Plate 3-1/2"x 3-1/2" 800 lbs 15.4% 43.2% Spruce Pine Fir ALLJOIST@,BC RIM BOARDT"' BCIO, B1 Wall/Plate 3-1/2"x 3-1/2" 800 lbs 15.4% 43.2% Spruce Pine Fir BOISE GLULAM- SIMPLE FRAMING SYSTEMO,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Vibration Summary VERSA-STRANDO,VERSA-STUDO are Subfloor:23/32"OSB, Glue+ Nail Gypsum Ceiling: 5/8" trademarks of Boise Cascade Wood Strapping: None Bracing: None Products L.L.C. Notes Design meets Code minimum(0240)Total load deflection criteria. Design meets User specified(0480)Live load deflection criteria. ��'A j Design meets arbitrary(1")Maximum total load deflection criteria. d Calculations assume Member is Fully Braced. Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. ..; Design based on Dry Service Condition. ` s'` �'' ' ` - Deflections less than 1/8"were ignored in the results. ; v i _ .; F � . t� n Job .1422 Page 1 of 1 Oct 27, 2014 i I �'ftitra>3 �>,� esreution tx� � �: i, I 1088 un&r .rats chic twenty-fourth day of August ,1966 A•iE 499 t Commmord* at Ausartnortto Middlesex a- August 24, i 1966 Ther aerKmally appmred the above-rrarned Mario A. Pesaindo and Dorothy esando arxi is+eawwk the larettoir i-cs::rrtr€it 1, :1_ and dev cd, before mr, Joseph Fine, r v,,ary PuNir My Emtmissinn expires: January 24, 1970 ru♦-u _ Basex,ea. P,ecorded Aug. 24, 1966 at 2 P. H. #616 UP_FW THE COMMONWEALTH of MAatACHU19"S aw as rover BOARD OF APPEALS l i _ ............ft"h Ifs,.... .....:...19 NOTICE OF VARIANCE. Canditionai or L.isaited 'Variance or Speciiii Fetter it (Cen.ral IA—C'AapW 40A,SeelfeY IS a.amadad) Notice in hereby given that a Conditional or Limited Variance or Special Permit has bete granted ... .......... .......- - .. ........... .......................... Ch— Addreen...1i59-Otrgaod,Sttroot . _ City or Town.......... ....Awlaiwr................. ............._............... ........... {- -------.. Um Borth sdAe of Great Pond Goad {OOp feet distant from the aorair of .........-•--••-........_......_......{.........................................•--. ............ 0# ad Street - Lot 125. 11•"tr r "AAW" 1 ................... ...... ...........................................__..............._....j,_...._......... Borth>udovar Board of Appeals affecting the by the Town of........................•.._..._..........._._............_......_......,.., rights of the 6xaeer with respect to the use of premises ver .......... .......0 ood..3tlast._._............_...............-....._...Math Azgogor�..K419A...------------ sa..e CRY..h.. the rrcord titlt raxnding in the name of Tbrrts-_E3-Hefhf._..................._............... - ? F latltla rrnoar eadrr.ss lg.....:.J. .-ave+..��:- . .... ,srt.we ......_.a............... .......... by a deed duly recorded in the. ..�.:....._...._.....County Registry of s in Boole 01f.- Pape.y f.j...., ....... _... ..... .......................Registry District of the Land Court Certificate bio._.............. ................Boole ...........I.-P&P.- Ile decision of said Board is on file with the papers in Derision or Car Ale...... .. . 18, 2966 in the omre of the Tow ii 2Nrr...... Rat -°4.0y'� .e164"��2z4+ta a...... tp.... ........... . .............. Sign+ri this: dsy of,. .. -....... .............. 196 6 Board of Appe ..................Cleric a.ue Y aaa..b Essex,ss. Recorded lug. 24, 1966 at 10M past 3P.11. 617 I i i North Andover MIMAP May 22, 2015 r r ♦ ♦ - - � .� ♦ i r r r � 62.0-0068 r r r I r r � r % r tl 62.0-0013 t t1 t it 00 00 '� .:.•tall:.'_. ♦ � 6210 00221 t t t t t t 1675 GREAT POND RD t t t 1 062.0-0014 . t Rea`s Pond �t rr � 1689 GREAT POND RD �% 062.0-0018 1665 GREAT POND',RD 062.0-00.19�� 1653�G EAT POND�RU' 062.0-00121 213 ` `% % 293.22 88.91' 61:09' � r 153' 133 1 145' 035.0-0022 -- Lake Cochichewick Rail Line Interstates Horizontal Datum:MA Stateplane Coordinate System,Datum NAD83, —I Meters Data Sources:The data for this map was produced by Merrimack p —SR ORTIy Valley Planning Commission(MVPC)using data provided by the Town of -RoadsOf mac 'q�, North Andover.Additional data provided by the Executive Office of ,Easements 2. e�,, , �OO Environmental Affaim/MassGIS.The information depicted on this map is 3 L for planning purposes only.It may not be adequate for legal boundary E3 MVPC Boundary -!° — p definition or regulatory interpretation.THE TOWN OF NORTH ANDOVER E3 Municipal Boundary MAKES NO WARRANTIES,EXPRESSED OR IMPLIED,CONCERNING - Trails • • THE ACCURACY,COMPLETENESS,RELIABILITY,OR SUITABILITY IF t * OF THESE DATA.THE TOWN OF NORTH ANDOVER DOES NOT ❑Parcels •o q p� • ASSUME ANY LIABILITY ASSOCIATED WITH THE USE OR MISUSE OF C Hydrographic Features '� o� � ,�tp THIS INFORMATION Streams ,SSACMUs�t Wetlands O Exempt Lands 1"=139 ft °�` a 022 4v� "0I°7" Town of North Andover 2013 JUL -3 Pil 1: 08 Office of the Planning Department Community Development and Services DIMOSIC A OSSA.0b - JTS� 19 1600 Osgood Street CIK4us North Andover,Massachusetts oiw This Is to 08dify that twenty(20)days NOTICE OF DECISION have elapsed from date of decision,filed withoutfling of in eal , I Date &o 13 Any appeal shall be filed JgYN A show within(20)days after the IOWA 0@rk date of filing this notice in the office of the Town Clerk. Date: My 2,2013 Date of Hearings:June 4,2013,June 18, 2013.July 2,2013 Date of Decision: July 2,2013 Petition of-. Technical Training Foundation,North Andover,MA 01845 Premises Affected: Adjacent to 1665 Great Pond Road,North Andover,Massachusetts,01845. Assessor's Map 62,Parcel 19 and located in the Residential I Zoning District. Referring to the above petition for a Watershed Special Permit from the ruluirements of the North Andover Zoning Bylaw,Sections 4.1363.c.ii.(I),4-136,c.il(1)(2)(5)&10-3. So as to allow the construction of a single family dwelling unit and driveway, the demolition of an existing shed,the installation of utilities, stormwater management facilities and associated grading on an undeveloped parcel within 100 feet of a wetland and within 250 feet of Lake Cochichewick in the Non® Disturbance and Non-Discharge Zones of the Watershed Protection District. After a public hearing given on the above date,and upon a motion by D.Kellogg and 2nd by NL Colantoni to APPROVE the Watershed Special Permit for the Watershed Protection District as amended and based upon the following conditions, Vote was 5—0 in favor of the application. Pfin—ning Board f ffoin Simons Michael Colantoni Lynne Rudnicki Lora MoSherry TT98T Dave Kellogg -A ,:.'_ A 1'n�e COY, 0 Adjacent to 1.665 Great ford Road Map 62 Lot 19 Watershed Special Permit--Construction of New Single Family Residence July 2,2013 The public hearing on the above referenced application was opened on June 4,2013 closed by the North Andover Planning Board on July 2,2013. On July 2, 2013, upon a motion made by D. Kellogg and seconded by M. CoIantoni to GRANT a Watershed Special Permit for the construction of a single family dwelling unit, the demolition of an existing shed, the construction of a driveway, installation of utilities, storrawater management facilities and associated grading on an undeveloped parcel within 100 feet of a wetland and 250 feet of Lake Cochichm'ck in the Non-Disturbance and Non-Discharge Zones of the Watershed Protection District under the requirements of Sections 4.136.3.c.ii.(1), 4.136.c.ii(l)(2)(5) & 10.3 of the North.Andover Zoning Bylaw. The total amount of impervious area to be created is approximately 6,900 sq. ft. This Special Permit was requested by The Technical Training Foundation, North Andover, MA 01845 on April 17, 2013. The applicant submitted a complete application, which was noticed and reviewed in accordance with Section 10.52 of the Town of North Andover Zoning Bylaw and MGL Chapter 40A, Section 9. The motion to approve was subject to the FINDINGS OF FACTS and SPECIAL CONDITIONS set forth in this decision. The Planning Board vote was unanimous. A. special permit issued by the special permit granting authority requires a vote of at least four members of a five-member board. The applicant is hereby notified that should the applicant disagree with this decision,the applicant has the right; under MGL Chapter 40A, Section 17,to appeal to this decision within twenty days after the date this decision has been filed with the Town Clerk. In accordance with 4.136 the Planning Board makes the finding that the intent of the Bylaw, as well as its specific criteria is met. This decision specifically stated by the Planning Board makes the following FINDINGS OF FACT: 1) That as a result of the proposed construction in conjunction with other uses nearby,there will not be any significant degradation of the quality or quantity of water in or entering Lake Cochichewick. The Planning Board bases this finding on the following facts: a) Although the project is located within an extremely environmental sensitive area and in close proximity to Lake Cochichewick, the final design reflects extensive discussions between the Town and applicant to ensure the continued protection of Lake Cochichewick and the safety and welfare of the residents of North Andover. b) The proposed construction will take place on that portion of the parcel that was previously disturbed and consists mainly of lawn area. This area is approximately 250 feet from Lake Cochiehewick.By locating the proposed building on relatively flat terrain within the Non-Discharge Zone,the applicant avoids disturbance of the slope that exists on the front portion of the parcel. C) The driveway will be located within the Non-Disturbance Zone,in an area that is,4urreiitly:woM9d . There will be very limited clearing to construct the driveway and the water anil is er]hies Will e installed adjacent to the driveway to minimize the clearing. d) The project also includes extensive mitigation of run-off,using Best Managemenf Practices that are ,a described in item Le of this decision. 2 / 4 t Adjacent to 1665 Great Pond Road Map 62 Lot 19 Watershed Special Permit—Construction of New Single Family Residence July 2,2013 e) The construction has been reviewed by Town Staff and the Town's consulting engineer, Lisa Eggleston,and with the application of the erosion control measures and modifications to the drainage and stormwater management designs, the consultant concluded that there will not be significant degradation to the quality or quantity of water in or entering Lake Cochichewick. The site drainage system and storm water management system are designed in accordance with the Town Bylaw requirements and Best Engineering and Management Practices. The plan has been reviewed 6y the outside consulting engineer, Lisa Eggleston, as evidenced by correspondence dated May 20, 2013 and June 18,2013. Further, adequate safeguards have been provided to mitigate pollutants from entering Lake Cochichewick through the installation/implernentation of the following Best Management Practices relative to a single-family dwelling: i) The new project will create approximately 6,900 sq. ft. of new impervious area that will include the dwelling unit, an attached garage and driveway. All of the roof runoff will be routed to drip trenches along the perimeter of the building. The driveway will contain water stops to control the flow of runoff, and runoff will also be infiltrated into a two foot wide stone trench along the side of the driveway. ii) The entrance to the property will contain a 60 foot flat swaie in the southeast portion of the lot to store and infiltrate runoff from the driveway. iii) Fertilizers are limited to those which are either organic or slow-release nitrogen and phosphorous-free. This restriction will be noted on the deed. iv) The limit of work on the easterly side of the lot is defined by the proposed hay bale line that is depicted on the plan. The limit of work on the westerly side is marked on the plan.Limits on new lawn areas will be described within the SPECIAL CONDITIONS section of this decision.A deed restriction will be recorded to limit any further clearing on the lot. f) The proposed structure will be connected to the Town sewer and water systems. 2) There is no reasonable alternative location outside the General, Non-Disturbance, and the Non- Discharge Zones for any discharge,structure or activity. 3) lin addition, in accordance with Section 10.31 of the North Andover Zoning Bylaw, the Planning Board makes the following FlNDI NGS OF FACT: a) The specific site is an appropriate location for the proposed use as all feasible storm water and erosion controls have been placed on the site; b) The use will not adversely affect the neighborhood as the lot is located in a Residential I Zoning District; c) There will be no nuisance or serious hazard to vehicles or pedestrians; d) Adequate and appropriate facilities are provided for the proposed project; e) The Planning Board also makes a specific finding that the use is in harmony with the general purpose and intent of the North Andover Zoning Bylaw. Upon reaching the above findings,the Planning Board approves this Special Permit based upon the following SPECIAL CONDITIONS: 1)Permit Definitions: 3 Adjacent to 1.665 Creat Pond Road Map 62 Lot 19 Watershed Special Permit--Construction of New Single Family Residence ruly 2,2013 a) The"Locus"refers to the 42,720 sq..ft. parcel of land with frontage on Great Pond Road as shown on Assessors Map 62,Parcel 19,and also known as Adjacent to 1665 Great Pond Road, North Andover,Massachusetts. b) The"Plans"refer to the plans prepared by Andover Consultants,Inc.,dated March 28,2013 and revised to June 3,2013,entitled"Site Plan Great Pond Road North Andover,MA.". c) The"Project"or"Adjacent to 1665 Great Pond Road"refers to the construction of a single family dwelling unit and driveway,the demolition of an existing shed,the installation of utilities, stormwater management facilities and associated grading on an undeveloped parcel within 100 feet of a wetland and 250 feet of Lake Cochichewick in the Non-Disturbance and Non-Discharge Zones of the Watershed Protection District. d) The"Applicant"refers to Technical Training Foundation,the applicant for the Special Permit. e) The"Project Owner"refers to the person or entity holding the fee interest to the title tb the Locus from time to time,which can include but is not limited to the applicant,developer,and owner. 2) The Town Planner shall approve any changes made to these plans, including changes to the landscaping. Any changes deemed substantial by the Town Planner would require a public hearing and modification by the Planning Board. 3) Any increase in impervious surface shall require a Special Permit from the Planning Board. 4) Prior to the endorsement of the Plan a) The applicant shall incorporate the following conditions as a deed restriction and a copy of the recorded deed shall be submitted to the Town Planner and included in the file. i) Fertilizers are limited to those which are either organic or slow-release nitrogen and phosphorous-free. ii) The"Limit of Clearing"will be noted on the plan and no further clearing will be allowed on the parcel. This limitation shall be noted in the deed. iii) Native vegetation will be used in landscaped areas. b) The applicant will provide copies of all Decisions, Notification and Orders of Conditions from the North Andover Conservation Commission. 5) Prior to the start of construction or the issuance of a building permit: a) The applicant will provide the Planning Office with two copies of the recorded decision and plan. b) A performance guarantee bond of six thousand dollars($6,000.00)made out to the Town of North Andover must be posted to ensure that the construction,erosion control measures,and performance of any other condition contained herein will take place in accordance with the plans and the conditions of this decision and to ensure that the as-built plans will be submitted. i. The applicant may request up to one half of the bond funds to be released once the site is stabilized, which will include the installation of the foundation, the installation of water and sewer lines and the construction of the driveway. The site must be inspected by the Town Planner and a vote must be taken by the Planning Board to approve the release of funds. 4 .r Adjacent to 1665 Great Pond Road Map 62 Lot 19 Watersbed Special Permit—Construction of New Single Family Residence July 2,2013 ii. The remaining funds ur ll be released when the project is complete and after an as-built has been submitted. The final release will require that the applicant meet the conditions as outlined in section 6.a of this decision. c) The applicant shall designate an independent Construction Monitor who shall be chosen in consultation with the PIanning Department staff. The Construction Monitor shall submit weekly reports during the entire duration of the project and must be available upon four(4)hour notice to inspect the site with the Planning Board staff. The Planning Staff may reduce the frequency of reports upon review of such a request from the applicant. d) All erosion control measures as shown on the plan must be in place and reviewed by the Town Planner and Conservation Department. e) A pre-construction meeting must be held with the developer,their construction employees,Planning Department.and Building Department (and other applicable departments)to discuss scheduling of inspections to be conducted on the project and the construction schedule. f) Any new landscape area will be confined to those areas that are inside the Limit of Clearing, as shown on the Plan. The soil should have a minimum. of 6 inches of topsoil and where possible, native vegetation should be planted. Fertilizers are limited to those which are either organic or slow-release nitrogen and phosphorous-free. 6) Prior to final release of the Performance Bond: a) The applicant shall submit an as built plan stamped by a Registered Professional Engineer in Massachusetts that shows all construction, including storm water mitigation trenches and other pertinent site features. This as-built plan shall be submitted to the Town Planner for approval and must be provided in paper form as well as in SDF (Standard Digital File) format. The applicant must also submit a letter from the architect and engineer of the project stating that the building, landscaping and site layout substantially comply with the plans referenced at the end of this decision as endorsed by the Planning Board. This as-built plan shall be submitted to the Town Planner for approval. b) The Planning Board must by a majority vote make a finding that the site is in conformance with the approved plan. 7) The Homeowner must provide for maintenance of the stone trench along the driveway, which will include sweeping of the driveway and removal of debris,as needed. g) No open burning shall be done except as is permitted during bunging season under the Fire Department regulations. 9) The Contractor shall contact Dig Safe at least 72 hours prior to commencing excavation. 10) The provisions of this conditional approval shall apply to and be binding upon the applicant, iVs employees and all successors and assigns in interest or control. 11)This Special Permit approval shall be deemed to have lapsed on July 2,2015(two years from the date of issuance) exclusive of the time required to pursue or await determination of any appeals, unless substantial use or construction has commenced within said two-year period. Substantial use or construction will be determined by a majority vote of the Planning Board. 5 Adjacent to 1665 Great Pond Road Map 62 Lot 19 t � Watershed Special Permit—Construction of New Single Family Residence July 2,2013 12)This decision must be filed with the Essex North Regi 5of Deeds. The following information is included as part of this decision: Plan titled: "Site Plan Great Pond Road North Andover MA." Prepared for: Technical Training Foundation Trust 1429 Osgood Street North Andover,MA 01845 Prepared by. Andover Consultants,Inc. 1 East River Place Methuen,MA 01844 Scale: 1"=20' Date: March 28,2013,revised to June 3,2013_ Sheets: 1 cc: Director of Public Works Building Inspector Conservation Administrator Planning Board Police Chief Fire Chief Applicant Engineer File 6 Massachusetts-Department of�ubUc f X ( ltl 3a6-rd of Building Regulations and S#a dams z E ';Cdnstruction Supeh .sor ^ : License:CS-026654 PATRICK S CONT_ 89 Ames St I Methuen MA O1 44 Expiration i 06/23/2016 } Commissioner ,_ -- M The Commonwealth of Massachusetts - Department of IndustrialAccidents 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/Organization/Individual): S�Q A?7 �/Za QCs Address: City/State/Zip: Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. E]New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7 El Remodeling ship and'have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers'comp.insurance. 9. ❑Building addition [No workers'comp.insurance 5. We are a corporation and its 1011 Electrical repairs or additions required.] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself. [No workers' comp. c. 152,§1(4),and we have no 12.❑Roof repairs insurance required.]i employees.[No workers' 13.❑Other comp.insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. i-Homeowners who submit this affidavit indicating they a're 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. lam an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:. Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as requiredunder 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 anti correct. Signature)`"' �.tiA�s�/� Date: /0 Phone#• 5_0 J`-5_0 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other - - - Contact Person: Phone#: Information and Instructions ' Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire,- express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a j oint enterprise,and including the legal representatives of a-deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local lie-ensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced•acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. Anew affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The ComxaaonwoaIth Of MaSSacliuSPtis Department of JhdusWal.Accidents Qff(ce offavcstigatlom 600 Wasbingtoa Strea Boston,MA 02111 Tel,#617-727-4900 eyd 406 or 1-877- ASS Revised 5-26-05 Fax#617-727-7749 wwwmass,gov1dia i TOWN OF NORTH ANDOVERco Office of the Buildin De artment ply pORT#1 q g p o qlD 1' Community Development and Services - - 1600 Osgood Street, Bldg.20,Suite 2035 North Andover, MA 01845 DR17ED,`FP .�5 �SSACN�15�� Gerald Brown, Inspector of Buildings October 30,2012 Michael Rosen 255 State Street 7th Floor Boston, MA 02109 Re:1665 Great Pond Road Variance, Lot 19& Lot 12,Zoning Determination Dear Mr. Rosen, I have reviewed your letter,dated October 16, 2012 requesting a zoning opinion on behalf of Mrs. Ibrahim EI-Hefni, individually, and Wemsley M. Hetni and Suzanne Wright,Trustee of the Technical Training Foundation regarding the variance granted by the Zoning Board of Appeals on March 14th, 1966 with respect to the property located at 1665 Great Pond Road in North Andover. The Building Department agrees with the conclusion that confirms that the decision of the North Andover Planning Board on March 14, 1966 which describes the land as"sufficient for identification"two lots of land on the north side of Great Pond Road and the Board of Appeals approval granted in 1966 remains valid as to the subdivision of Lot 19,from Lot 12,and that Lot 19 remains developable as a single family residential lot by that Zoning decision. Sincer `— Gera Brown, uilding Commissioner a