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Home My WebLink AboutBuilding Permit #172 - 1135 SALEM STREET 9/9/2008 BUILDING PERMIT of "°RTIC q TOWN OF NORTH ANDOVER c� by.:,,. `_�'_•° o°, APPLICATION FOR PLAN EXAMINATION Permit NO: /1/0 p� Date ReceivedDate Issued: / �SSACHUS�� MPORTANT:Applicant must complete all items on this page ,t OtATION Print PFtC)PERTY OWNER; ... ad f . _ Print ,_ SMP►!?NO. PARCEL ,ZONINGDISTRICT." _ Historic District Yes tom. Machine Shop Village TYPE OF IMPROVEMENT PROPOSED USE Resi Non- Residential ew Buildin-b One famil Addition Two or more family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other i -tee tic " ^well ^; u, 'Floodplain Wetlands Wate�shed;Dastrict ateT ewer DESCRIPTION OF WORK TO BE PREFORMED: _119, tin r WE �. S f NG t,e� � i. > pay l ('_voLoPJ i#L-. Identification Please Type or Print Clearly) .4,; ©,o U,Ve OWNER: Name: 1 C.&,64 3 Phone: i Address: yK _-CONTRACTOR Name. f "Adclres`s s / > ` 0 fly Supervisors Construction License: 1C� Exp `Date. <9"/)I �Hotne,improver�ent�acense, exp. pater. ARCHITECT/ENGINEE � -- Phone: 2-165c4o Address: /,5' 6-f6er 1,Ar E A,�t�lex, A44 0ld30Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ � FEE: $ 7 Check No.: 4SI Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund �M signature of.AgentlOwnerl . Signatureof contracto �� v �,�`!!%f Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales Food Packaging/Sales Private(septic tank,etc. Permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED K. PLANNING & DEVELOPMENT COMMENTS CONSERVATION Reviewed on Signature COMMENTS l'vI ` f--' HEALTH Reviewed on 1� �� Signatures l COMMENTS -7 Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Si nature 8 Date ' Driveway Permit ` DPW Town Engineer: Signature: L ted 384 Osgood Street FIRE DEPARTM� TTera�p D�arnps#er yesni d ,Located at 124M #reef - S Fare D-ep;ar fi , 1 aturefida#+e _ a OMMENTS' r. _1,0 - t ��.. Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine I I, NOTES and DATA— For department use i E i s � ❑ Notified for pickup - Date Doc.Building Permit Revised 2008 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit j a New Construction (Single and Two Family) 1 ❑ Building Permit Application V ❑ Certified Proposed Plot Plan l/ ' ❑ Photo of H.I.C. And C.S. Licenses t/` L❑ Workers Comp Affidavit t ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (if Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application I Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM107 � I Revised 2.2008 �1 Location No. / Date g TOWN OF NORTH ANDOVER � s ` Certificate of Occupancy $ /da �'�s'••• us E<� Building/Frame Permit Fee $ ncM Foundation Permit Fee $ Other Permit Fee TOTAL Check #487/ 3 Building Inspector Any appeal shall be filed within Notice of Decision (20)days after the date of filing Year 2007 of this notice in the office of the Town Clerk,per Mass. Gen.L.ch. 40A,§17 Proat: 1135 Salem Street(Map 106.A,Parcel 44), NAME: Richard&Joanne Adams, HEARING(S): December 12,2006, 114 Stonecleave Road,North Andover,MA February 20& March 13,2007 ADDRESS: 1135 Salem Street 106.A,Parcel 44) PETITION: 2006-040. North Andover,MA 01845 TYPING DATE: March 20,2007 The North Andover Board of Appeals held a public hearing at its regular meeting in the Town Hall top floor meeting room, 120 Main Street,North Andover,MA on Tuesday,March 13,2007 at 7:30 PM upon the application of Richard&Joanne Adams, 114 Stonecleave Road,North Andover,MA 01845,for premises at:1135 Salem Street(Map 106.A,Parcel 44),North Andover requesting a dimensional Variance from Section 7,Paragraphs 7.1&7.3 and Table 2 of the Zoning Bylaw for relief of lot area and the rear setback in order to construct a single family dwelling. Said premise affected is property with frontage on the West side of Salem Street within the R 1 zoning district. Legal notices were sent to all names on the abutter's list and were published in the Eagle-Tribune,a newspaper of general circulation in the Town of North Andover,on November 27&December 4,2006. The following voting members were present: Joseph D.LaGrasse,Richard J.Byers, Albert P.Manzi, III, David R. Webster,and Thomas D. Ippolito. �,.9 a n n o tnpm}1Pr wa nracanLl2icharrl lVl Vaillo1+ ••-+ v vR b v ♦v �+®wa Upon a motion by Joseph D.LaGrasse and 2°a by David R. Webster the Board voted to GRANT dimensional Variances from Section 7,Paragraph 7.1 &7.3 and Table 2 of the Zoning Bylaw for relief of 38,362 square feet from lot area and 16'from the rear setback in order to construct a proposed single family dwelling;per: Site: 1135 Salem Street Nap 106.A,Parcel 44)North Andover,MA 10845 Site Plan Title: Proposed Site Plan, 1135 Salem St.,North Andover,MA,Assessors Map 106A,Lot 44,prepared for Mr.Richard Adams, 114 Stonecleave Road,North Andover,MA. Date(&Revised Dates): October 10,2006,revised 11-29-06, 1-3-07 �- Registered Professional David Alves,#45454,New England Engineering Services,Inc., 1600 Osgood Land Surveyor Street,Building 20,Suite 2-04,North Andover,MA 01845 Sheet/Drawing: 1 of 1 Page 1 of 3 Plan Title: Proposed Subsurface Sewage Disposal System, 1135 Salem St.,North Andover,MA,Assessors Map 106A,Lot 44,prepared for Richard Adams, 114 Stonecleave Road,North Andover,MA. Registered Professional Benjamin C. Osgood,Jr.,Civil No.45891,New England Engineering Engineer: Services,Inc., 1600 Osgood Street,Building 20, Suite 2-64,North Andover, MA 01845 Date(&Revised Dates): November 6,2006,revised 1-3-07, 3-2-07 Sheet/Drawing: 1 of 2,2 of 2 Board of Health: Approved by: Susan Sawyer,March 5,2007 Building Plan Title: F24'X 38' Colonial w/att Family Room By: Northeast Homes,Fine Custom Construction,N.Andover,Ma. Date: 12/27/93 Sheet/Drawing: A2-1 Front Elevation,A2-2 [left,right,rear elevations],Al-1 First Floor Plan, &Al-2 Second Floor Plan. With the-following conditions: A' Rear setback shall be no less than the requested and approved 14'from rear lot line and left side setback shall be no less than 53'to south side lot line. Revised Site Plan&Mylar for Map 106.A Parcel 44 shall show appropriate water runoff designs for negative pitch to Salem Street,per Town Engineer's comments dated April 4,2007 incorporated by and referenced herein. 3. The revised Site Plan&Mylar for Map 106.A Parcel 44 shall be subject to and conditioned upon the Town Engineer's comments dated April 4,2007 and incorporated by and referenced herein to decision 2006-040 being filed with the Town Cler4p 4. The applicant shall provide landscape buffers to screen the subsurface sewage disposal system from Salem Street and landscape buffering between the applicant's south sidle to w, line and Map 106.A,Parcel 50, 1155 Salem Street.• A-5-'_P,4 5. The revised Site Plan shall show that the existing garage to be razed and not replaced.. Voting in favor: Joseph D-LaGrasse,Richard J.Byers,Albert P.-Manzi,III,David R:Webster,and Thomas D.Ippolito. The Board finds that owing to circumstances relating to the shape of the very long and narrow parcel's street frontage of 689.01' and 86.74'at the widest point,the south side setback especially affects 1]35 Salem Street(Map 106.A,Parcel 44)but does not affect the Residential 1,(R-1)zoning district in general, a literal enforcement of the provisions of Section 7,Paragraph 7.3 and Table 2 and Section 10,Paragraph 10.4 will involve substantial hardship,financial or otherwise,to the petitioner or applicant,and that desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the North Andover Zoning Bylaw. Page 2 of 3 Daniel J. Parker-Architect Page 3� of � 5 BeamChek v20061icensed to:Daniel J Parker Reg#506-704 PROPOSED RESIDENCE, 135 SALEM ST TRIPLE.JOIST BEAM @ STAIR FB-5 Prepared by: DJP Date:9/01/08 Selection (3)2x 10 SPF#2 Conditions NDS 2001 Lu= 1.33 Ft Min Bearing Area R1= 1.9 int R2=3.4 int DL Defl 0.09 in Data FLLMax m Span 14.75 ft Reaction 1 LL m Wt per ft p# 655# Reaction 2 LL 1164# Wt Included Reaction 1 TL 819# Reaction 2 TL 0# Maximum V 1455# 1455# Moment 4987 # Max V(Reduced 1403# ax Def! L/240 TL Actual Defl Defl L/402 L/360 L L Actual Defl L/502 Attributes Section in' Shear in TL Defl in Actual 17 LL Defl 41.63 Critical0.44 0.35 !62.25 15.59 0.74Status 0.49 KRatio o OKOK OK /0 37% 60% 72% Fb(psi) Fv(psi) E(psi x mil) Fc I Values rtjvlues 87 :1 5 (psi) 135 1.4 425 usted 961 135 Adius--- tmer�tsFactor 1.100 1'4 425 tion 1.00 1.00 itive 1.00r Stress N/A Use 1.00y 0.9988 Rb=3.88 Le=2.74 Ft Kbe=0.439 Loads Uniform LL:53 Point LL Point TL DitUniform TL: 67 =A sance 1035 B= 1293 11.0 i Uniform Load A Pt loads: 0 Q R1 =819 SPAN= 14.75 FT R2= 1455 Uniform and partial uniform loads are lbs per lineal ft. oq Q cr DC' S fLL " 1 Project ��3.r'�� M- , t�l'�cow Daniel J. Parker,A.I.A. 2--of Page No. � A R C H I T E C T Calc.by Date�� 158 Gale Avenue Scale: Haverhill,MA 01830 rfArchitecture ♦ Planning ♦ Project Development Beam#: ' Voice/Fax:978-373-2446 ` Location'sye'l, .• 5;T" W'pe;4+A �d -Type: [Food [ ]Steel Design Criteria: Fb= F = Uadiini,Crite ' : [ L [ oint [ ]Overhang [ ]Partial Span L= j ITT a BEAM 10 oadi ig CL SXj Ate' "e_K r�✓, �r i l 'd,?p� c- �t a� engineering data. . . . . . 1 Project3r'� Daniel J. Parker,A.LA. Page No. ( of ARCHITECT Calc.by Dates/ ;jam 1 158 Gale Avenue Scale: Haverhill,MA 01830 Architecture ♦ Planning ♦ Project Development Beam#: Voice/Fax:978-373-2446 Location: .:Type: [o d - ( ]steel Design Criteria:_ Fb S? FV = Loading Criteria: Span L= i� e l [�JDL [ ]Point [ ]Overhang [ ]Partial • . 9,; .;�, � �Z b -J a BEAM ---�--- - oadz g Q �1 n. rp 1 NAAX f Ci r f 1 N-f' - -�- .�- -- 012,1 engineering data: : : : : . . . . : T�Q I �X.ffi 'ter ✓��A► \s� y� J r Daniel J. Parker-Architect Page Z of BeamChek v2006 licensed to:Daniel J Parker Reg#506-704 PROPOSED RESIDENCE, 1135 SALEM ST ROOF RAFTERSMAIN ROF R=1 Prepared by: DJP Date:8/30/08 Selection 2x 12 SPF#2 @ 16 in oc Lu= 1.33 Ft Conditions Repetitive Use, DL adj: 10:12 pitch, NDS 2001 Min Bearing Area R1=1.7 int R2=1.7 int DL Defl 0.10 in Data Beam Span 14.83 ft Reaction 1 LL 544# Reaction 2 LL 544# Beam Wt per ft 5.34# Reaction 1 TL 712# Reaction 2 TL 712# Bm Wt Included 79# Maximum V 712# Max Moment 2640'# Max V(Reduced) 622# TL Max Defl L/180 TL Actual Defl L/425 LL Max Defl L/240 LL Actual Defl L/557 Attributes Section in Shear in TL Defl in LL Defl Actual 31.64 16.88 0.42 0.32 Critical 27.97 6.01 0.99 0.74 Status OK OK OK OK Ratio 88% 36% 42% 43% Fb(psi) Fv(psi) E(psi x mil) Fc-L(psi) Values Base Values 875 135 1.4 425 Base Adjusted 1133 155 1.4 425 Adiustments CF Size Factor 1.000 Cd Duration 1.15 1.15 Cr Repetitive 1.15 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.9787 : Rb= 12.82 Le=2.74 Ft Kbe=0.439 Loads Uniform LL:73 Uniform TL: 91 =A 10 Uniform Load A Q Q R1 =712 R2=712 SPAN = 14.83 FT Uniform and partial uniform loads are lbs per lineal ft. Daniel J. Parker-Architect Page of a r BeamChek v2006 licensed to:Daniel J Parker Reg#506-704 PROPOSED RESIDENCE, 1135 SALEM ST ROOF RAFTERS FAMILY ROOM R-2 Prepared by: DJP Date:8/30/08 Selection 2x 10 SPF#2 @ 16 in oc Lu= 1.33 Ft Conditions Repetitive Usk, DL adj: 10:12 pitch, NDS 2001 Min Bearing Area R1= 1.5 int R2= 1.5 int DL Defl 0.12 in Data Beam Span 13.67 ft Reaction 1 LL 501 # Reaction 2 LL 501 # Beam Wt per ft 4.39# Reaction 1 TL 650# Reaction 2 TL 650# Bm Wt Included 60# Maximum V 650# Max Moment 2221 '# Max V(Reduced) 577# TL Max Defl L/180 TL Actual Defl L/305 LL Max Defl L/240 LL Actual Defl L/395 Attributes Section in' Shear in TL Defl in LL Defl Actual 21.39 13.88 0.54 0.42 Critical 21.33 5.57 0.91 0.68 Status OK OK OK OK Ratio 100% 40% 59% 61% Fb(psi) Fv(psi) E(psi x mil) Fc-L(psi) Values Base Values 875 135 1.4 425 Base Adjusted 1249 155 1.4 425 Adiustments CF Size Factor 1.100 Cd Duration 1.15 1.15 Cr Repetitive 1.15 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 0.9814 Rb= 11.63 Le=2.74 Ft Kbe=0.439 Loads Uniform LL:73 Uniform TL: 91 =A Uniform Load A Z R1 =650 R2=650 �R a A17C v SPAN = 13.67 FT ��J 1',1 i;, •t, Uniform and partial uniform loads are lbs per lineal ft. � Pao. f t w ir�YtiPt Daniel J. Parker-Architect Pageof BeamChek v2006 licensed to:Daniel J Parker Reg#506-704 PROPOSED RESIDENCE, 1135 SALEM ST ROOF RAFTERS FAMILY ROOM R-2 Prepared by: DJP Date:8/30/08 Selection 2x 12 SPF#2 @ 16 in oc Lu= 1.33 Ft Conditions Repetitive Use, DL adj: 10:12 pitch, NDS 2001 Min Bearing Area R1= 1.8 in' R2= 1.8 int DL Defl 0.12 in Data Beam Span 15.66 ft Reaction 1 LL 574# Reaction 2 LL 574# Beam Wt per ft 5.34# Reaction 1 TL 752# Reaction 2 TL 752# Bm Wt Included 84# Maximum V 752# Max Moment 2944'# Max V(Reduced) 662# TL Max Defl L/1801 TL Actual Defl L/361 LL Max Defl L/240 : LL Actual Defl L/473 Attributes Section in Shear in TL Defl in LL Defl Actual 31.64 16.88 0.52 0.40 Critical 31.19 6.39 1.04 0,78 Status OK OK OK OK Ratio 99% 38% 50% 51% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Base Values 875 135 1.4 425 Base Adjusted 1133 155 1.4 425 Adjustments CF Size Factor 1.000 Cd Duration 1.15 1.15 Cr Repetitive 1.15 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.9787 Rb= 12.82 Le=2.74 Ft Kbe=0.439 Loads Uniform LL:73 Uniform TL: 91 =A Uniform Load A �� j HV�Q , R1 =752 R2=752 SPAN= 15.66 FT Uniform and partial uniform loads are lbs per lineal ft. ,,. E c. 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE 780 CMR TABLE 5802.5.1(4)-continued "1 RAFTER SPANS FOR COMMON LUMBER SPECIES Ground snow load—_50 sf ceiling not attached to rafters L/G=180) DEAD LOAD=10 Vsf DEAD LOAD=20sf RAFTER 2x4 2 x 6 2x8 2x10 2x12 2x4 2x6 2x8 2x10 2x12 �— SPACING SPECIES AND GRADE Maximum rafters ans. (inches) (feet- (feet-, (feet- (feet- (feet- (feet (feet- (feet- (feet- (feet- inches inches inches inches)jnSh5j inches inStejj inches) inches) inches Douglas fir-larch S 6-8 10-5 13-0 15-10 18-4 6-6 9-6 12-0 14-8 17-0 Douglas fir-larch #1 5-10 8-6 10-9 13-2 15-3 5-5 7-10 10-0 12-2 14-1 Douglas fir-larch # 5-5 7-11 10-1 12-4 14-3 5-0 7-4 9-4 11-5 13-2 Douglas fir-larch # 4-1 6-0 7-7 9-4 :10-9 3-10 5-7 7-1 8-7 10-0 Hem-fir S 6-4 9-11 12-9 15-7 18-0 6-4 -94 11-9 14-5 16-8 Hem-fir #1 5-8 8-3 10-6 12-10 14-10 5-3 7-8 9-9 11-10 13-9 Hem-fir # 5-4 7-10 9-11 12-1 14-1 4.11 7-3 9-2 11-3 13-0 24 Hem-fir 03 4-1 6-0 7-7 9-4 10-9 3-10 5-7 7-1 8-7 10-0 Southern pine S 6-7 10-4 13-8 17-5 21-0 6-7 10-4 13-8 16-7 19-5 Southern pine #1 6-5 9-7 12-0 144 17-1 6-0 8-10 11-2 13-3 15-9 Southern pine # 5-10 84 10-9 12-10 15-1 5-5 7-9 10-0 11-11 13-11 Southern pine #3 4-4 6-5 8-3 9=9 11-7 4-1 6-0 7-7 9-0 10-8 Spruce-pine-fir S 6-2 9-6 12-0 14-8 17-1 6-0 8-10 11-2 13-7 15-9 Spruce-pine-fir #1 5-5 7-11 10-1 12.4 14-3 5-0 74 94 11-5 13-2 Spruce-pine-fir # 5-5 7-11 10-1 124 14-3 5-0 7-4 9-4 11-5 13-2 S race- ine-fir # 4-1 6-0 7-7 9-410-9 3-10 5-7 7-1 8-7 1 10-0 Check sources for availability of lumber in lengths greater than 20 feet., For SI: 1 inch=25.4 mm,I foot=304.8 mm, 1 pound per square foot=0.0479kN/m2. a. The tabulated rafter spans assume that ceilingjoists are located at the bottom of the attic space or that some other method of resisting the outward push of the rafters on the bearing walls,such as rafter ties,is provided at that location. When ceilingjoists or rafter ties are located higher in the attic space,the rafter spans shall be multiplied by the factors given below: H�JHR Rafter Span Adjustment Factor 2/3 or greater 0.50 1/2 0.58 �S1/3 4 0.67 _. 0.76 I� 1/6 0.90 1/7.5 and less 1.00 '� t' "g"'� (C �� where:Hc=Height of ceilingjoists or rafter ties measured vertically above the top of the rafter support walls. H,Q =Height of roof ridge measured vertically above the top of the rafter'support walls. b. Span exceeds 26 feet in length. 728 780 CMR-Seventh Edition 3/23/07 (Effective 4/1/07) 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS FLOORS 780 CMR TABLE 5502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES Residential Slee ing Areas Live Load=30 Dsf.L/A=360 JOIST DEAD LOAD= sf DEAD LOAD=20 ost PACING SPECIES AND 2x6 2x8 rTx_1T 2x12 2x6 2x8 I 2x10 2x12 (inches) GRADE aximum floor'01st s ans ft.-in. ft-in. ft.-in. IL.in. ft:in. fL-in. fE-in. ft.-in. Douglas fir-larch S 12-6 16-6 21-0 25-7 12-6 16-6 21-0 25-7 Douglas fir-larch #1 12-0 15-10 20-3 24-8 12-0 15-7 19-0 22-0 Douglas fir-larch # 11-10 15-7 19-10 23-0 11-6 14-7 17-9 20.7 Douglas fir-larch #3 9-8 12-4 15-0 17-5 8-8 11-0 13-5 15-7 Hem-fir S 11-10 15-7 '19-10 24.2 11- 10 15-719-10 24-2 Hem-fir . #1 11-7 15-3 19-5 23-7 11-7 15-2 l8-6 21-6 Hem-fir :# 11-0 14-6 18-6 22.6 11-0 14-4 17-6 11-4 12 Hem-fir #3 9-8 12-4 15-0 17-5 8-8 1 I-0 13-5 15-7 Southern pine S 12-3 16-2 20-8 25-1 12-3 16-220-8 25-1 Southernpine .#1 12-0 15-10 20-3 24-8 12-0 15-10 20-3 24-8 Southern pine # 11-10 15-7 19-10 24-2 . 11-10 15-7 18-7 21-9 Southern pine # 10-5 13-3 15-8 18-8 9-4 11-11 14-0 16-8 Spruce-pine-fir S 11-7 15-3 19-5 23-7 11-7 15-3 19-5 23.7 Spruce-pine-fir #1 11-3 14-11 19-0 23-0 11-3 14-7 17-9 20-7 Spruce-pine-fir # 11.3 14-11 19-.6 23-0 11-3 14-7 17-9 20-7 S cute- ine-fir #3 9-8 12-4 .15-0 17-5 8-8 11-0 13-5 15-7 Douglas fir-larch `SS 11-.4 15-0 19-1 23-3 11-4 15.0 19-1 23-0 Douglas fir-larch #1 10-11 14-5 18-5 21-4 10-8 13-6 16-5 19-1 Douglas fir-larch .# 1079 14-1 17-2 19-11 9-11 12-7 15-5 17-10 Douglas fir-larch #3 8-5 10-8 13-0 15=1 7-6 9-6 11-8 13-6 Hem-fir S 10-9 14-2 18-0 21-11 10-9 14-2 18-0 21-11 Hem-fir #1 10-6 13- 10 17-8 20-9 10-4 13-1 16-0 18-7 Hem-fir # 10-0 13-2 16-10 19-8 9-10 12-5 15-2 17-7 16 Hem-fir #3 8-5 10-8 13-0 15-1 7-6 9-6, 11-8 13-6 Southern pine S 11-2 14-8 18-9 22-10 11-2 14-8 18-9 22-10 Southern pine #1 10-11 14-5 18-5 22-5 10-11 14-5 17-11 21-4 Southern pine _ #2 10-9 14-2 18-0 21-1 10-5 13-6 16-1 18-10 � Southern pine #3 9-0 11-6 13-7 16-2 8-I 10-3 12-2 14-6 Spruce-pine-fir SS 10-6 13- 10 17-8 21-6 10-6 13-10 17-8 21-4 �Y- Spruce-pine-fir #1 10-3 13-6 17-2 19.11 9-11 12-7 15-5 17-10 Spruce-pine-fir # 10-3 13-6 17- 19-11 9-11 12-7 15-5 17-10 Spruce-pine-fir #3 8-5 10-8 -0 15-1 7-6 9-6 11-8 13-6 Douglas fir-larch SS 10-8 14-1 18-0 21-10 10-8 14-1 18-0 21-0 Douglas fir-larch #1 10-4 13-7 16-9 19-6 9-8 12-4 15-0 17-5 Douglas fir-larch #2 10-1 12-10 15-8 18-3 9-1 11-6 14-1 16-3 Douglas fir-larch #3 7-8 9-9 11-10 13-9 6-10 8-8 10-7 12-4 Hem-fir S0- 1 13-4 17-0 20-8 10-1 13-4 17-0 20-7 Hem-fir #9, 9- CO 13-0 16-4 19-0 9-6 12-0 14-8 17-0 Hem-fir # 9-5 12-5 15-6 17-1 8-11 11-4 13-10 16-1 19.2 Hem-fir # 7-8 9-9 1 I-10 13-9 6-10 8-8 10-7 12-4 Southern pine S 10-6 13- 10 17-8 21-6 10-6 13-10 17-8 21-6 Southern pine #1 10-4 13-7 17-4 21-.1 10-4 13-7 16-4 19.6 Southern pine # 10-1 13-4 16-5 19-3 9-6 12-4 14-8 17-2 Southern pine #3 8-3 10-6 12-5 14.9 7-4 9-5 11-1 13-2 Spruce-pine-fir S 9- 10 13-0 16-7 20-2 9-10 13-0 16-7 19-6 Spruce-pine-fir #1 9-8 12-9 15-8 18-3 9-1 11-6 14- 1 16-3 Spruce-pine-fir # 9-8 12-9 15-8 18-3 9- 1 11-6 14-1 16-3 S ruce- ine-fir # 7-8 9-9 11-10 13=9 6 10 8-8 10-7 12-4 Douglas fir-larch S 9-11 13- I 16-8 20-3 9-11 13-1 16-2 18-9 Douglas 6r-larch #1 9-7 12-4 15-0 l7-5 8-8 11-0 13-5 15-7 Douglas fir-larch # 9-1 11-6 14- l 16-3 8-1 10-3 12-7 14-7 Douglas fir-larch #3 6-10 8-8 10-7 12-4 6-2 7-9 9-6 11-0 Hem-fir S 9-4. 12-4 15-9 19-2 9-4 12-4 15-9 l8-5 Hem-fir #1 9-2 12-0 14-8 17-0 8-6 l0-9 13-1 12 Hem-fir # 8-9 11-4 13-10 16-1 8-0 10-2 12-5 14-4 24 Hem-fir # 6-10 8-8 10-7 12-4 6-2 7-9 9-6 11-0 Southern pine S 9-9 12-10 16-5 19-11 9-9 12-10 16-5 19-11 Southern pine #1 9-7 12-7 16-1 19-6 9-7 12-4 14-7 17-5 Southern pine # 9-4 l2-4 14-8 17-2 8-6 11-0 13-1 l5-5 Southern pine # 7-4 9-5 It-1 13-2 6-7 8=5 9-I l 11-10 Spruce-pine-fir S 9-2 12- l 15-5 18-9 9-2 12-1 - 1 Spruce-pine-fir 17-5 #1 8- 11" 11-6 14- 1 16-3 8-1 10. ine-fir # S ruce- P P 8-lt 11-6 14-1 16-3 8- 1 10-3 12- S ruce- ine-fir # 6- 10 8-8 7 l4-7 °=a 10-7 12-4 6-2 7-9 9-6 11-0 For SI: I inch=25.4 mm,1 foot=304.8 mm,I pound per square foot=0.0479kN/m2.NOTE:Checks rces for availability of lumber in lengths greater than 20 feet. 3/23/07 (Effective 4/1/07) 780 CMR-Seventh Edition 597 i 780 CMR:. STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE •113 s Sosc.��'�'. 780 CMR TABLE 5502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES Residential living areas live load=40 psf,L/A=360 ✓ JOIST DEAD LOAD= sf DEAD LOAD=20 sf SPACING SPECIES AND GRADE 2x6 2x xl 2x12 2x6 2x8 2x10I 2x12 (inches) Maximum floor foist s ans ft:in. ft:in. ft.-in ft,-in. [t.-in. ft.-In. ft:in. ft.-in. Douglas fir-larch SS 11-4 15-0 19- 1 23-3 11-4 15-0 19-1 23-3 Douglas fir-larch #1 10-11 14-5 18-5 22-0 10-11 14-2 17-4 20-1 Douglas fir-larch #2 10-9 14-2 17-9 .20-7 10-6 13-3 16-3 18-10 Douglas fir-larch #3 8-8 11-0 13-5 15-7 7-11 10-0 12-3 14-3 Hem-fir SS 10-9 14-2 18-0 21-11 10-9 14-2 18-0 21-11 Hem-fir #1 10-6 13-10 17-8 21-6 10-6 13-10 16-11 19-7 Hem-fir #2 10-0 13-2 16-10 20-4 10-0 13-1 16-0 18-6 12 Hem-fir #3 8-8 11.0 13.5 15-7 7-11 10-0 12-3 14-3 Southern pine SS 11-2 14-8 18-9 22-10 11-2 14-8 18-9 22-10 Southern pine #1 10-11 14-5 18-5 22-5 10-11 14-5 18-5 22-5 Southern pine #2 10-9 14-2 18-0 21-9 10-9 14-2 16-11 19-10 Southern pine #3 9-4 l I-11 14-0 16-8 8-6 10-10 12- 10 15-3. Spruce-pine-fir SS 10-6 13-10 17-8 21-6 10-6 13-10 17-8 21-6 Spruce-pine-fir #1 10.3 13-6 1 20-7 10-3 13-3 16-3 I8-10 Spruce-pine-Fir # 10-3 13-6 17-3. 20-7 10-3 13-3 16-3 18-10 Spruce-pine-fir # 8-8 11-0 1 -5 1 15-7 7-11 10-0 12-3 1 14-3 Douglas fir-larch SS 10-4 13.7 17-4 21-1 10-4 13-7 17-4 21-0 Douglas fir-larch #1 9-1 l 13-1 16-5 19-1 9-8 12-4 15-0 17-5 Douglas fir-larch #2 9-9 12.7 15-5 17-10 9-1 11-6 14-1 16-3 Douglas fir-larch #3 7-6 9-6 11-8 13-6 6-10 8-8 10-7 12-4 Hem-fir SS 9-9 12-10 16-5 19-11 9-9 12- 10 16-5 19-11 Hem-fir #1 9-6 12-7 16-0 18-7 9-6 12-0 14-8 17-0 Hem-fir #2 9-1 12-0 15-2 17-7. 8-11 11-4 13-10 16-1 16 Hem-fir #3 7-6 9-6 11-8 13-6 6-10 8-8 10-7 12-4 Southern pine SS 10-2 13-4 17-0 20-9 10-2 13-4 17-0 20-9 Southern pine #1 9-11 13- 1 16-9 20-4 9-11 13-1 16-4 19-6 Southern pine #2 9-9 12-10 16-1 I8-10 9-6 12-4 14-8 17-2 yy�� Southern pine #3 8- 1 10-3 12-2 14-6 7-4 9-5 11- 1 l3-2 Spruce-pine-fir SS 9-6 12-7 16-0 19-6 9-6 12-7 16-0 19-6 Spruce-pine-fir #1 9-4 12_3 15-5:,' 17-10 9-1 11-6 14-l16-3 (, -- Spruce-pine-fir #2 9-4 12-3 15-5. ' 17-10 9- 1 11-6 14-1 16-3 Spruce-pine-fir #3 7-6 -6 11-8 13-6 1 6-10 8-8 1 10-7 12-4 �— Douglas fir-larch SS 9-8 12-10 16-4 19-10 9-8 12-10 16-4 19-_2 Douglas fir-larch #1 9-4 12-4 15-0 17-5 8-10 11-3 13-8 15-11 Douglas fir-larch #2 9-1 11-6 14-1 16-3, 8-3 10-6 12-10 14-10 Douglas fir-larch #3 6-10 8-8 10-7 12-4 6-3 7-11 9-9 11-3 Hem-fir SS 9-2 12-1 15-5 18-9 9-2 12-1 15-5 18-9 Hem-fir #1 9-0 11-10 14-8 17-0 8-8 !0- 11 13-4 15-6 Hem-fir #2 8-7 11-3 13' 10 16-1 8-2 10-4 12-8 14-8 19.2 Hem-fir #3 6-10 8-8 10-7 12-4 6-3 7-11 9-8 11-3 Southern pine SS 9-6 12-7 16-0 19-6 9-6 12-7 16-0 19-6 Southern pine #1 9-4 12-4 15-9 19-2 9-4 12-4 14-11 17-9 Southern pine #2 9-_2 12-1 14-8 17-2 8-8 11-3 13-5 15-8 Southern pine #3 7-4 9-5 11-1 13-2 6-9 8-7 10-1 12-1 Spruce-pine-fir SS 9-0 11-10 15-1 18-4 9-0 11-10 15-1 17-9 Spruce-pine-fir #1 8-9 11-6 14-1 16-3 8-3 10-6 12-10 14-10 Spruce-pine-fir #2 8-9 11-6 14-1 16-3 8-3 10-6 12-10 14-10 Spruce-pine-fir # 6-10 8-8 10-7 1 12-4 6-3 1 7-11 9-8 1 11-3 Douglas fir-larch SS 9-0 11-11 15-2 18-5 9-0 It- 11 14-9 17-1 Douglas fir-larch #1 8-8 11-0 13-5 15-7 7-11 104 12-3 14-3 Douglas fir-larch #2 8- 1 10-3 12-7 14-7 7-5 9-5 11-6 13-4 Douglas fir-larch #3 6-2 7-9 9-6 11-0 5-7 7-1 8-8 10-1 Hem-fir SS 8-6 11-3 14-4 17-5 8-6 11-3 14-4 16-10' Hem-fir #1 8-4 10-9 13-1 15-2 - 7-9 9-9 11-11 13-10 Hem-fir #2 7-11 10-2 12-5 14-4 7-4 9-3 11-4 13-1 24 Hem-fir #3 6-2 7-9 9-6 11-0 5-7 7-1 8-8 10-1 Southern pine SS 8-10 11-8 14-11 18- 1 8-10 11-9 14-11 18-1 Southern pine #t 8-8 11-5 14-7 17-5 8-8 11-3 13-4 15-11 Southern pine #2 8-6 11-0 13- 1 15-5 7-9 10-0 12-0 14-0 Southern pine #3 6-7 8-5 9-11 11- 10 . 6-0 7-8 9-1 . 10-9 Spruce-pine-fir SS 8-4 11-0 14-0 17-0 8-4 11-0 13-8 15-11 Spruce-pine-fir 41 8- l 10-3 12-7 14-7 7-5 9-5 11-6 13-4 Spruce-pine-fir # 8- 1 10-3 12-7 14-7 7-5 9-5 11-6 13-4 Spruce-pine-fir # 6-2 7-9 9-6 11-0 5-7 7- l 8-8 1 10- I , NOTE:Check sources for availability of lumber in lengths greater than 20 feet. For SI: 1 inch=25.4 mm,I foot=304.8 mm,1 pound per square foot=0.0479kN/ml.a.End bearing length shall be increased to 2 inches. 598 780 CMR-Seventh Edition 3/23/07 (Effective 4/1/07) Project � t , t`11�� Daniel J.Parker,A.I.A. Page No. Of A R C H I T E C T Calc.by Date 158 Gale Avenue Scale: Haverhill,MA 01830 ` Architecture ♦ Planning ♦ Project Development Beam#: Voice/Fax:978-373-2446 ^ Location: :Type: [TWood- [ ]Steel Design Criteria: Fb-—�'7 E Fv LaaAng Criteria: Span [ UDL [ ]Point [ ]Overhang [ ]partial • L= - 1,tifT c �o a H BEAM wadi 2�'' �i D CL oli Tc. HAV fs� d ( S 13L 'PL engineering data. . . . . . . . . . . . . . . . . . . . . Multi-Loaded Beamf 2006 International Building Code(05 NDS)1 Ver: 7.01.14 By: Daniel J.Parker,, Daniel J. Parker-Architect on:08-30-2008 :,11:55:00 AM Project: PROPOSED RESIDENCE-1135 SALEM ST-Location: MAIN CENTER BEAM//FB-1 Summary: (4) 1.5 IN x 11.25 IN x 18.48 FT(6.2+6.2+6.2)/#2- Spruce-Pine-Fir-Dry Use Section Adequate By: 1.8% Controlling Factor:Area/Depth Required 11.05 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Left Span Deflections: Dead Load: DLD-Left= 0.01 IN Live Load: LLD-Left= 0.04 IN= 1_11991 Total Load: TLD-Left= 0.05 IN= U1562 Center Span Deflections: Dead Load: DLD-Center- 0.00 IN Live Load: LLD-Center= 0.03 IN= U2918 Total Load: TLD-Center= 0.03 IN=L/2833 Right Span Deflections: Dead Load: DLD-Right= 0.01 IN Live Load: LLD-Riqht= 0.04 IN=U1991 Total Load: TLD-Right= 0.05 IN=U1562 Left End Reactions(Support A): Live Load: LL-Rxn-A= 4158 LB Dead Load: DL-Rxn-A= 1469 LB Total Load: TL-Rxn-A= 5627 LB Bearing Length Required (Beam only,support capacity not checked): BL-A= 2.21 IN Center Span Left End Reactions(Support B): Live Load: LL-Rxn-B= 11088 LB Dead Load: DL-Rxn-B= 4040 LB Total Load: TL-Rxn-B= 15128 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 5.93 IN Center Span Right End Reactions(Support C): ' Live Load: LL-Rxn-C= 11088 LB Dead Load: DL-Rxn-C= 4040 LB Total Load: TL-Rxn-C= 15128 LB Bearing Length Required(Beam only,support capacity not checked): BL-C= 5.93 IN Right End Reactions(Support D): Live Load: LL-Rxn-D= 4158 LB Dead Load: DL-Rxn-D= 1469 LB Total Load: TL-Rxn-D= 5627 LB Bearing Length Required (Beam only, support capacity not checked): BL-D= 2.21 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Left Span Length: L1= 6.16 FT Left Span Unbraced Lenqth-Top of Beam: Lu1-Top= 1.33 FT Left Span Unbraced Length-Bottom of Beam: Lu1-Bottom= 6.16 FT Center Span Length: L2= 6.16 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 1.33 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 6.16 FT Right Span Length: L3= 6.16 FT Right Span Unbraced Length-Top of Beam: Lu3-Top= 1.33 FT Right Span Unbraced Length-Bottom of Beam: Lu3-Bottom= 6.16 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect.Criteria: U 240 Left Span Loading: Uniform Load: Live Load: wL-1= 1500 PLF Dead Load: , a wD-1= 584 PLF Beam Self Weight: ,.,,yrs}1 f::� BSW= 12 PLF Total Load: Nr ^ �� y wT-1= 2096 PLF Center Span Loading: , Uniform Load: Live Load: o No. 5958 � Y;u. wL-2= 1500 PLF Dead Load: �Avt��a�i, + wD-2= 584 PLF Beam Self Weight: , M BSW= 12 PLF Total Load: �� wT-2= 2096 PLF Right Span Loading: Uniform Load: Live Load: wL-3= 1500 PLF Dead Load: wD-3= 584 PLF Beam Self Weight: BSW= 12 PLF Total Load: wT-3= 2096 PLF Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 135 PSI Modulus of Elasticity: E= 1400000 PSI Adjusted Modulus of Elasticity: E-Min= 510000 PSI Stress Perpendicular to Grain: Fc_perp= 425 PSI Adjusted Properties Page:2 Multi-Loaded Beam[2006 International Building Code(05 NDS)1 Ver: 7.01.14 Bv: Daniel J.Parker,, Daniel J. Parker-Architect on:08-30-2008 : 11:55:00 AM Project: PROPOSED RESIDENCE-1135 SALEM ST-Location: MAIN CENTER BEAM//FB-1 Fb'(Compression Face in Tension): Fb'= 1002 PSI Adjustment Factors: Cd=1.00 CI=1.00 CF=1.00 Cr-1.15 FV: Fv'= 135 PSI Adiustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= -8903 FT-LB. Over right support of span 1 (Left Span) Critical moment created by combining all dead loads and live loads on span(s) 1,2 Controlling Shear: V= 5965 LB At a distance d from left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2,3 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 106.62 IN3 S= 126.56 IN3 Area(Shear): Areq= 66.28 IN2 A= 67.50 IN2 Moment of Inertia(Deflection): Ireq= 128.71 IN4 1= 711.91 IN4 t?-=�� Y:1 Multi-Loaded Beam 2006 International Building Code(05 NDS)j Ver: 7.01.14 [ s By: Daniel J.Parker, Daniel J. Parker-Architect on:08-30-2008 Project: PROPOSED RESIDENCE-1135 SALEM ST-Location: MAIN CENTER BEAMHFB-1 Summary: (4) 1.5 IN x 11.25 IN x 18.48 FT(6.2+6.2+6.2)/#2-Spruce-Pine-Fir-Dry Use Section Adequate By: 1.8% Controlling Factor:Area/Depth Required 11.05 In SHEAR, MOMENT,AND DEFLECTION DIAGRAMS Load combination 'shown: Controlling Shear/Moment/Deflection Diagrams 8000 7902 lbs @ 12 ft 4000 Shear (Ibs) 0 -4000 -8000 -7227 lbs @ 12 ft 9000 5990 ft-lbs @ 2 ft 4500 Moment (ft-Ib) 0 -4500 -9000 -8903 ft-lbs @ 6 ft -0.04 I -0.023 in @ 9.2 ft -0.02 Deflection (in) 0 0.02 0.04 .0.037 in @ 3 ft Left Span =6.16 ft Center Span =6.16 ft Right Span =6.16 ft Controlling Load Cases: Shear:Critical shear created by combining all dead loads and live loads on span(s)2,3 Moment: Critical moment created by combining all dead loads and live loads on span(s) 1,2 Deflection: Critical deflection created by live loads;only on span(s) 1 3 LOADING DIAGRAM A B C D P I Left Span =6.16 ft Center SP an =6.16 ft Right Span =6.16 ft j Reacbons Live Load Dead Load Total Load Uplift Load A 4158 Lb 1469 Lb 5627 Lb 0 Lb B 11088 Lb 4040 Lb 15128 Lb 0 Lb C 11088 Lb 4040 Lb 51 b 0 Lb CM . 5' 53 D 4158 Lb 1469 Lb 7 Lb 0 Lb HAVE Hi Y \ M. J Left Span ^ . _ C (- ki Uniform Loading " Live Load Dead Load Self Weight Total-Load 1 W 1500 Plf 584 Plf 12 Plf 2096 Plf 1 Page12 � Center Span Uniform Loading Live Load Dead Load Self Weight Total Load W 1500 Plf 584 Plf 12 Plf 2096 Plf Right Span Uniform Loading Live Load Dead Load Self Weight Total Load W 1500 Plf 584 Plf 12 Plf 2096 Plf _a i1:Gf�l; y V Project Daniel J.Parker,A.I.A. Page No. A R C H I T E C T Calc.by ` 158 Gale Avenue Scale: Haverhill,MA 01830 Architecture ♦ Planning • Project Development Beam#: !E� d -Z_ Voice/Fax:978-373-2446 ' . Location- � Steel Desi Criteria: Fb= 5� E — FV =- Loading Criteria Span L- [ ]UDL [ ]Point [ ]Overhang [ ]partial Al nc- N [� BEAM oadi g � CL o No. 5 M Hl i_ w ® A S. 7, vim_ n engineering data. . . . . G Multi-Loaded Beam(2006 International Building Code(05 NDS)1 Ver:7.01.14 By: Daniel J.Parker,, Daniel J. Parker-Architect on: 08-30-2008: 12:06:53 AM Proiect: PROPOSED RESIDENCE-1135 SALEM ST-Location: LEFT SIDE(TEE)BEAM//FB-2 Summary: (3) 1.5 IN x 11.25 IN x 21.24 FT(7.1 +7.1 +7.1)/#2-Spruce-Pine-Fir-Dry Use Section Adequate By: 16.2%. Controlling Factor:Area/Depth Required 10.15 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Left Span Deflections: Dead Load: DLD-Left= 0.02 IN Live Load: LLD-Left= 0.04 IN = U1904 Total Load: TLD-Left= 0.06 IN = U1426 Center Span Deflections: Dead Load: DLD-Center= 0.00 IN Live Load: LLD-Center- 0.03 IN = U2790 Total Load: TLD-Center= 0.03 IN= U2691 Right Span Deflections: Dead Load: DLD-Riqht= 0.02 IN Live Load: LLD-Riqht= 0.04 IN= U1904 Total Load: TLD-Right= 0.06 IN = U1426 Left End Reactions(Support A): Live Load: LL-Rxn-A= 2469 LB Dead Load: DL-Rxn-A= 1065 LB Total Load: TL-Rxn-A= 3535 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 1.85 IN Center Span Left End Reactions(Support B): Live Load: LL-Rxn-B= 6584 LB Dead Load: DL-Rxn-B= 2930 LB Total Load: TL-Rxn-B= 9514 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 4.97 IN Center Span Right End Reactions(Support C): Live Load: LL-Rxn-C= 6584 LB Dead Load: DL-Rxn-C= 2930 LB Total Load: TL-Rxn-C= 9514 LB Bearing Length Required(Beam only, support capacity not checked): BL-C= 4.97 IN Right End Reactions(Support D): Live Load: LL-Rxn-D= 2469 LB Dead Load: DL-Rxn-D= 1065 LB Total Load: TL-Rxn-D= 3535 LB Bearing Length Required(Beam only, support capacity not checked): BL-D= 1.85 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Left Span Length: L1= 7.08 FT Left Span Unbraced Length-Top of Beam: Lu1-Top= 1.33 FT Left Span Unbraced Length-Bottom of Beam: Lu1-Bottom= 7.08 FT Center Span Length: L2= 7.08 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 1.33 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 7.08 FT Right Span Length: L3= 7.08 FT Right Span Unbraced Lenqth-Top of Beam: Lu3-Top= 1.33 FT Right Span Unbraced Length-Bottom of Beam: Lu3-Bottom= 7.08 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect.Criteria: U 240 Left Span Loading: Uniform Load: Live Load: wL-1= 775 PLF Dead Load: wD-1= 367 PLF Beam Self Weight: . ^* BSW= 9 PLF Total Load: .. %- wT-1= 1151 PLF Center Span Loading: Uniform Load: Live Load: D lltQ _, WL-2= 775 PLF Dead Load: ! ,� wD-2= 367 PLF Beam Self Weight: A ^1. p�, . , BSW= 9 PLF Total Load: wT-2= 1151 PLF Right Span Loading: Uniform Load: Live Load:.,:.::,>; .w wL-3= 775 PLF Dead Load: wD-3= 367 PLF Beam Self Weight: BSW= 9 PLF Total Load: wT-3= 1151 PLF Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 135 PSI Modulus of Elasticity: E= 1400000 PSI Adjusted Modulus of Elasticity: E-Min= 510000 PSI Stress Perpendicular to Grain: Fc_perp= 425 PSI Adjusted Properties 5 Page:2 Multi-Loaded Beam(2006 International Building Code(05 NDS)1 Ver: 7.01.14 Bv: Daniel J.Parker, Daniel J. Parker-Architect on:08-30-2008 : 12:06:53 AM Project: PROPOSED RESIDENCE-1135 SALEM ST-Location: LEFT SIDE(TEE) BEAMHFB-2 Fb'(Compression Face in Tension): Fb'= 997 PSI Adjustment Factors: Cd=1.00 CI=0.99 CF=1.00 Cr--1.15 FV: Fv'= 135 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= -6418 FT-LB Over right support of span 1 (Left Span) Critical moment created by combining all dead loads and live loads on span(s) 1,2 Controlling Shear: V= 3922 LB At a distance d from left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2, 3 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 77.25 IN3 S= 94.92 IN3 Area (Shear): Areq= 43.58 IN2 A= 50.63 IN2 Moment of Inertia(Deflection): Ireq= 100.96 IN4 1= 533.94 IN4 i i A". "tVA 1��'FI<r':, •� Pa 9 8 _. H E, 141 , �.: r' ` vim AS • .��b r l ;fir: pill Multi-Loaded Beam[2006 International Building Code(05 NDS)j Ver:7.01.14 By: Daniel J.Parker, Daniel J. Parker-Architect on:08-30-2008 Project: PROPOSED RESIDENCE-1135 SALEM ST-Location: LEFT SIDE(TEE) BEAM//FB-2 Summary: (3) 1.5 IN x 11.25 IN x 21.24 FT(7.1 +7.1 +7.1)/#2-Spruce-Pine-Fir-Dry Use Section Adequate By: 16.2% Controlling Factor:Area/Depth Required 10.15 In SHEAR,.MOMENT,AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear/Moment/Deflection Diagrams 5000 4982 lbs @ 14 ft 2500 Shear (Ibs) 0 -2500 -5000 -4533 lbs @ 14 ft 7000 4361 ft-lbs @ 3 ft 3500 Moment (ft-Ib) 0 -3500 -7000 -6418 ft-lbs @ 7 ft -0.05 I -0.028 in @ 1(.6 ft -0.025 Deflection (in) 0 0.025- 0.05- 0.045 in @ 3.4 ft Left Span =7.08 ft Center Span =7.08 ft Right Span =7.08 ft Controlling Load Cases: Shear: Critical shear created by combining all dead loads and live loads on span(s)2, 3 Moment: Critical moment created by combining all dead loads and live loads on span(s) 1,2 Deflection: Critical deflection created by live loads only on span(s) 1 3 LOADING DIAGRAM AL A B C D Left Span =7.08 ft Center Span =7.08 ft Right Span =7.08 ft Reactions Live Load Dead Load Total Load Uplift Load A 2469 Lb 1065 Lb 3535 Lb 0 Lb B 6584 Lb 2930 Lb 9514 Lb 0 Lb 6` C 6584 Lb 2930 Lb 9514 Lb 0 Lb Y' +Q , D 2469 Lb 1065 Lb 3535 Lb 0 Lb ,x Left Span :, Uniform Loading Live Load Dead Load Self Weight Total Load W 775 Plf 367 Plf 9 Plf 1151 Plf n Page 20 0 Center Span Uniform Loading Live Load Dead Load Self Weight Total Load W 775 Plf 367 Plf 9 Plf 1151 Plf Right Span Uniform Loading Live Load Dead Load Self Weight Total Load W 775 Plf 367 Plf 9 Plf 1151 Plf S je I 1 Project Daniel J. Parker,A.I.A. Page No. Z�of 3 A R C H I T E C T Calc.by Date G�-,Zo-6 158 Gale Avenue Scale: — L�z Haverhill,MA 01830 +"t Z Architecture ♦ Planning ♦ Project Development Beam#: !" r'' Voice/Fax:978-373-2446 4k Location: %��. ''�`.a .Type: [ ]wood [ ]steel Design Criteria: Fb= E _ FV . ,r Loading Criteria: i [ ]UDL" [ ]Point [ ]Overhang [ ]Partial Span L= i i. 1 CL t N s BEAM oath ig re .. cs. .k" d t ! -;--L engineering data. . . . . . . . . . . . . . . . . . . . . Multi-Loaded Beam(2006 Intemational Building Code(05 NDS)1 Ver: 7.01.14 By: Daniel J.Parker,, Daniel J. Parker-Architect on: 08-30-2008: 1:50:53 PM Proiect: PROPOSED RESIDENCE-1135 SALEM ST-Location:GARAGE BEAM//FB-3 Summary: (3) 1.5 IN x 9.25 IN x 24.0 FT(8+8+8)/#2-Spruce-Pine-Fir-Dry Use Section Adequate By:33.3% Controlling Factor: Section Modulus/Depth Required 8.01 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Left Span Deflections: Dead Load: DLD-Left= 0.01 IN Live Load: LLD-Left= 0.08 IN= U1184 Total Load: TLD-Left 0.10 IN = U1001 Center Span Deflections: Dead Load: DLD-Center 0.00 IN Live Load: LLD-Center- 0.06 IN= U1736 Total Load: TLD-Center= 0.06 IN= U1701 Right Span Deflections: Dead Load: DLD-Right= 0.01 IN Live Load: LLD-Right= 0.08 IN = U1184 Total Load: TLD-Right= 0.10 IN= U1001 Left End Reactions(Support A): Live Load: LL-Rxn-A= 1728 LB Dead Load: DL-Rxn-A= 408 LB Total Load: TL-Rxn-A= 2136 LB Bearing Length Required(Beam only,support capacity not checked): BL-A= 1.12 IN Center Span Left End Reactions(Support B): Live Load: LL-Rxn-B= 4608 LB Dead Load: DL-Rxn-B= 1123 LB Total Load: TL-Rxn-B= 5731 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 3.00 IN Center Span Right End Reactions(Support C): Live Load: LL-Rxn-C= 4608 LB Dead Load: DL-Rxn-C= 1123 LB Total Load: TL-Rxn-C= 5731 LB Bearinq Length Required(Beam only, support capacity not checked): BL-C= 3.00 IN Right End Reactions(Support D): Live Load: LL-Rxn-D= 1728 LB Dead Load: DL-Rxn-D= 408 LB Total Load: TL-Rxn-D= 2136 LB Bearing Length Required (Beam only, support capacity not checked): BL-D= 1.12 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Left Span Length: L1= 8.0 FT Left Span Unbraced Lenqth-Top of Beam: Lu1-Top= 1.33 FT Left Span Unbraced Length-Bottom of Beam: Lu1-Bottom= 8.0 FT Center Span Length: L2= 8.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 1.33 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 8.0 FT Right Span Length: L3= 8.0 FT Right Span Unbraced Length-Top of Beam: Lu3-Top= 1.33 FT Right Span Unbraced Lenqth-Bottom of Beam: Lu3-Bottom= 8.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect.Criteria: U 240 Left Span Loading: Uniform Load: Live Load: - wL-1- 480 PLF Dead Load: wD-1= 120 PLF Beam Self Weight: BSW= 8 PLF Total Load: wT-1= 608 PLF Center Span Loading: Uniform Load: Live Load: wL-2= 480 PLF Dead Load: '`�� `9`t�� \ wD-2= 120 PLF Beam Self Weight: pq1P lF r BSW= 8 PLF Total Load: wT-2= 608 PLF Right Span Loading: ij iVo . Uniform Load: tIT; HAVE, SII Live Load: -o M S. ;+ wL-3= 480 PLF Dead Load: wD-3= 120 PLF Beam Self Weight: �,� = 8 PLF Total Load: -' �` -: BSW= 608 PLF Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 135 PSI Modulus of Elasticity: E= 1400000 PSI Adiusted Modulus of Elasticity: E-Min= 510000 PSI Stress Perpendicular to Grain: Fc�erp= 425 PSI Adjusted Properties Paqe:2 Multi-Loaded Beamf 2006 International Buildinq Code(05 NDS)1 Ver: 7.01.14 By: Daniel J.Parker,, Daniel J. Parker-Architect on: 08-30-2008 : 1:50:53 PM Project: PROPOSED RESIDENCE-1135 SALEM ST-Location: GARAGE BEAMHFB-3 Fb'(Compression Face in Tension): Fb'= 1097 PSI Adjustment Factors:Cd=1.00 CI=0.99 CF=1.10 Cr=1.15 Fv': Fv'= 135 PSI Adiustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= -4401 FT-LB Over right support of span 1 (Left Span) Critical moment created by combining all dead loads and live loads on span(s) 1,2 Controllinq Shear: V= 2543 LB At a distance d from the riqht support of span 1 (Left Span) Critical shear created by combining all dead loads and live loads on span(s) 1;2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 48.13 IN3 S= 64.17 IN3 Area(Shear): Areq= 28.25 IN2 A= 41.63 IN2 Moment of Inertia(Deflection): Ireq= 90.21 IN4 1= 296.79 IN4 ' V7 27r y J - Multi-Loaded Beam 2006 International Building Code(05 NDS)]Ver:7.01.14 By: Daniel J.Parker, Daniel J. Parker-Architect on:08-30-2008 Project: PROPOSED RESIDENCE-1135 SALEM ST-Location: GARAGE BEAM//FB-3 Summary: (3) 1.5 IN x 9.25 IN x 24.0 FT(8+8+8)/#2-Spruce-Pine-Fir-Dry Use Section Adequate By:33.3% Controlling Factor:Section Modulus/Depth Required 8.01 In SHEAR,MOMENT,AND DEFLECTION DIAGRAMS Load combination shown:Controlling Shear/Moment/Deflection Diagrams 3000 2750 lbs @ 8 ft 1500 Shear (Ibs) 0 -1500 -3000 -2980 lbs @ 8 ft 5000 2909 ft-lbs @ 3 ft 2500 - Moment (ft-Ib) 0 -2500 -5000 -4401 ft-lbs @ 8 ft -0.09 I -0.051 in @ 12 ft i -0.045 Deflection (in) 0 0.045 I 0.09 (`— 0.081 in @ 3.8 ft Left Span =8 ft Center Span =8 ft Right Span =8 ft Controlling Load Cases: Shear:Critical shear created by combining all dead loads and live loads on span(s) 1,2 Moment:Critical moment created by combining all dead loads and live loads on span(s) 1,2 Deflection: Critical deflection created by live loads only on span(s) 1, 3 LOADING DIAGRAM i A B C D �Leftpan 8ft Center Span =8 ft Righ�Span �8ft as,� Reactions Live Load Dead Load Total Load Uplift Load A 1728 Lb 408 Lb 2136 Lb 0 Lb B 4608 Lb 1123 Lb 5731 Lb 0 Lb C 4608 Lb 1123 Lb 5731 Lb 0 Lb It HAVERlk'l It iso. 'gr8 D 1728 Lb 408 Lb 2136 Lb 0 LbGU v n�t A Left Span ' Uniform Loading 9 LiveLoad Dead Load Self Weigh Total Load W 480 Plf 120 Plf 8 Plf 608 Plf 77 Page 26 7 Center Span Uniform Loading Live Load Dead Load Self Weight Total Load W 480 Plf 120 Plf 8 Plf 608 Pif Right Span Uniform Loading Live Load Dead Load Self Weight Total Load W 480 Plf 120 Plf 8 Plf 608 Plf .r ' t Daniel J.Parker,A.I.A. r ARC. HI T E C T 158 Gale Avenue Haverhill,MA 01830 4� Architecture ♦ Planning ♦ Project Development Voice/Fax:978-373-2446 Project ,f�r �✓e - dd J Page No. 7 of I� Calc by: Date: Scale: Column# v Locaiion:IL�(�' O Type: [flood [ jSteel [ ]Concrete [ l? Design Criteria: c �r`G E _ Fv= U �� r: ` � Loading Cri [✓fUDL[ Point [ ]Overhang[ ]Partial .� I t r.s it i S CID ® ibo. 5958 F961MA S.HILL. • 0 1 � g en neerin data . . . . . . . . . . . . . Footing Design f 2006 International Building Code(05 NDS)..Ver.7.01.14 By: Daniel J.Parker,, Daniel J. Parker-Architect on: 08-30-2008 : 12:05:10 AM Proiect: PROPOSED RESIDENCE-413 tion: TYPICAL COLUMN FOOTING//FTG-1 Summary: , Footing- ize:3.0 FT x 3.0 FT x 12.00 IN Reinfo ment:#5 Bars @ 14.00 IN. O.C. E/W/(3)min. Footing Loads: Live Load: PL= 11088 LB Dead Load: PD= 4040 LB Total Load: PT= 15128 LB Ultimate Factored Load: Pu= 22589 LB Footing Properties: Allowable Soil Bearing Pressure: Qs= 2000 PSF Concrete Compressive Strength: F'c= 3000 PSI Reinforcing Steel Yield Strength: Fy= 60000 PSI Concrete Reinforcement Cover: c= 3.00 IN Footing Size: Width: W= 3.0 FT Length: L= 3.0 FT Depth: Depth= 12.00 IN Effective Depth to Top Layer of Steel: d= 8.06 IN Column and Baseplate Size: Column Type: (Steel) Column Width: m= 3.50 IN Column Depth: n= 3.50 IN - Baseplate Width: bsw= 6.00 IN Baseplate Length: bsl= 6.00 IN Bearing Calculations: Ultimate Bearing Pressure: Qu= 1681 PSF Effective Allowable Soil Bearing Pressure: Qe= 1850 PSF Required Footing Area: Areq= 8.18 SF Area Provided: A= 9.0 SF Baseplate Bearing: Bearinq.Required: Bearing= 22589 LB Allowable Bearing: Bearing-Allow= 128520 LB Beam Shear Calculations(One Way Shear): Beam Shear: Vu1= 4745 LB Allowable Beam Shear: vc1= 27026 LB Punching Shear Calculations(Two way shear): Critical Perimeter: Bo= 51.25 IN Punching Shear: Vu2= 19728 LB Allowable Punching Shear(ACI 11-35): vc2-a= 115424 LB Allowable Punching Shear(ACI 11-36): vc2-b= 159529 LB Allowable Punching Shear(ACI 11-37): vc2-c= 76949 LB Controlling Allowable Punching Shear: vc2= 76949 LB Bending Calculations: Factored Moment: Mu= 76595 IN-LB Nominal Moment Strength: Mn= 385577 IN-LB Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.60 IN Steel Required Based on Moment: As(1)= 0.18 IN2 Minimum Code Required Reinforcement(Shrinkage/Temperature ACI-10.5.4): As(2)= 0.78 IN2 Controlling Reinforcing Steel: As-reqd= 0.78 IN2 Selected Reinforcement: #5 Bars @ 14.00 IN. O.C. E/W/(3) Min. Reinforcement Area Provided: As= 0.92 IN2 Development Length Calculations: Development Length Required: Ld= 15.00 IN Development Length Supplied: Ld-sup= 12.63 IN Note: Plain concrete adequate for bending,therefore adequate development length not required. .. 1 f._ -- Cp„INC. ze Off► fx "„�.,�, Column Load Capacity Comparison t ,..lY Dean Column Dean Column Safe Load Ultimate Load 3-1/2 4” 3-1/2" 4„ 6-0 16,500# 21,300# 31.0 kips 40.0 kips 6-6 15 850# 20,650# 29.8 kips 38.8 kips 7-0 15,200# 0,000# 28.7 kips 37.7 kips 7-6 14,600# 19,350# 27.5 kips 36.4 kips 8-0 14,000# 18,700# 26.3 kips 35.2 kips 8-6 13,300# 18,000# 25.0 kips 33.9 kips 9-0 12,600# 17,300# 23.8 kips 32.6 kips 10-0 11,300# 15,800# 21.3 kips 29.8 kips 11-0 10,000# 14,400# 18.7 kips 27.1 kips 12-0 8,700# 12„900# 16.4 kips 24.3 kips 14-0 N/A 10,200# N/A 19.2 kips Ultimate Load: the specific load that a structure, member or part must withstand without failure. Safe Load: a load determined by using a safety factor. Safety Factor: a factor that engineers use to allow for the failure stress or stresses assumed to exist in a structure or a member. It provide&a margin of error in the strength, rigidity, deformation, and endurance of a structure or its component parts to compensate for irregularities in structural materials and workmanship, uncertainties involved in mathematical analysis and stress distribution, service deterioration, and other unevaluated conditions. Dead Load: a static load due to the weight of the structure. Live Load: a dynamic load (such as traffic) that is applied to a structure suddenly or that is accompanied by vibration, oscillation, or other conditions that affects its intensity. Kips: a unit of weight (equal to 1,000 pounds) that is used to express deadweight loads. 1 Project Daniel J. Parker,A.I:A. Page No O of _ A R C H I T E C T Calc.by Date__ g 158 Gale Avenue Scale: Haverhill MA 01830 ,yam Architecture ♦ Planning ♦ Project Development Beam#: P� 9 Voice/Fax:978-373-2446 t Location: 1, � �'''+1 -- S� i ( ! _Type: [-Mood [ ]Steel S Design Criteria: Ito yo Fb= 7�' �v • - E _ FV Loading Criteria: G [gUDL [.1Peint [ ]Overhang [ ]Partial Span L= { �a L--")� Piz, e, 5-11 R a , N BEAM o� oadi iq sr [� 0 ff 11 10 i =(- C� r f�� y , i, engineering data. . . . a " Daniel J. Parker-Architect Pageof� BeamChek v2006 licensed to:Daniel J Parker Reg#506-704 PROPOSED RESIDENCE, 135 SALEM ST 1ST FLOOR BEAM @ STAIR FB-4 Prepared by: DJP Date:9/01/08 Selection (3)2x 10 SPF#2 Lu= 1.33 Ft Conditions NDS 2001 Min Bearing Area R1=4.0 int R2=5.2 int DL Defl 0.03 in Data Beam Span 9.0 ft Reaction 1 LL 1395# Reaction 2 LL 1784# Beam Wt per ft 10.11 # Reaction 1 TL 1686# Reaction 2 TL 2206# Bm Wt Included 91 # Maximum V 2206# Max Moment 4876'# Max V(Reduced) 1821 # TL Max Defl L/240 TL Actual Defl L/652 LL Max Defl L/360 LL Actual Defl L/803 Attributes Section in Shear in TL Defl in LL Defl Actual 64.17 41.63 0.17 0.13 Critical 60.86 20.24 0.45 0.30 Status OK OK OK OK Ratio 95% 49% 37% 45% Fb(psi) Fv(psi) E (psi x mil) Fc-L(psi) Values Base Values 875 135 1.4 425 Base Adjusted 961 135 1.4 425 Adiustments CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.9988 Rb=3.88 Le=2.74 Ft Kbe=0.439 Loads Uniform LL:230 Uniform TL: 258 =A Point LL Point TL DistancePar Unif LL Par Unif TL Start End 330 B=440 4.5 173 H=231 4.5 9.0 H Uniform Load A Pt loads: h", R1 = 1686 R2=2206 SPAN 9.0 FT Uniform and partial uniform loads are lbs per lineal ft. o NO9� HAV HI L, SALEM STMEET L=254.84! L=66. ' 25,04' 29161.20' AREA=48,758 S.F. 0 1 0 0 =1.1193 AC. ton 53.01' EXISTING CEM. CONC. �. 55' FOUNDATION 56.39' co 00 120.24 60.36' 52.50' 124.00' 80.13' 14.84' 14.53' 19.10' I .cr'aY.F r*41- i NOTE PLAN OF LAND N SITE IS SHOWN ON TOWN OF NORTH ANDOVER ASSESSORS IN MAP #106A LOT Q, FOR SITE DEED. #44 AND E.N.D.R.D. BOOK #7728 PACE #221 NORTH ANDOVER, MASSACHUSETTS v DRAWN FOR o "I HEREBY CERTIFY THAT THE FOUNDATION IS LOCATED JEFFCO, INC. ON THE LOT AS SHOWN." P.O. BOX 802 r ANDOVER, MA c j SCALE: 1"=80' DATE: JUNE 29, 2010 `) 0 40 80 160 240 p 111ERRIMACK ENGINEERING SERVICES 88 PARK STREET 6129110 AAFDOV IR MASSACHUSETTS 01810 STEPHEN E. S ��R.L.S. DATE PROAM (978) 475-3566 FAX: (878) 475-1448 } EMAIL- MERRENGRAOL COM I v t^ Town Clerk Tone S"� Town oiNorth Andover D-CtrivED ZONING BOARD OF APITKALS' P `[ r=t'' Albert P.Manzi HL Eq Chairman Ellen P.McIntyre,rice-hairmaa Ot pC,oT A 2QQ?��R -5 PM Z' �� Richard J.Byers.Esq.Cerk ._;e Joseph D.LaG arse r David R.Webster Tu;i I", ai t * tdOR7HA 0 6`1 : .lssociateMewnbers ► MASS QME uS I i 'Thomas D.Ippolito � Richard M Vaillaneourt '1►t'°q� �'`'� [?aerial S.l3raese,Esq. as++ekt This is to certify that twenty(20)days have elapsed from bats of dedtsim,filet without fling of an p e4I. ,Any appeal shell be bled within Notice of Decision Joyce A,� (20)days after the date of filing Year 2007 Town Clerk Of this mice in the office of the Town Clerk,per Mass.Gen.L.ch. 4a 17 at 1135 Salem Stmt @LMR 106.A,Parcel 44 NAMM Richard&Joan Adams, HL 4JtWG(S): December 12,2006, 114 Stonecleave Road,North Andover,MA February 20& March 13,2007 ADDRI£.4$: 1135 Sakur Strad 106. Parcel 44 PIETTTION: 2006-040. North Andover,MA 01845 TYPING DATE: March 20 2007 The North Andover Board of Appeals held a public bearing at its regular meeting in the Town Hall top floor meeting mono, 120 Main Street,North Andover.MA on Tuesday,March 13,2007 at 7:30 PM upon the application of Richard&Joanne Adan% 114 Stonecleave Road,North Andover,MA x1845,for premises at:1135 Salem Strad(Map 106.A,Parcel 44),North Andover ung a dimensional Variance from Section 7,Paragraphs 7.1 alt 7.3 and Tgbie 2 of the Zoning Bylaw for relief of lot aces and the rear setback in order to construct a single family dwelling. Said Premise affected is properly with frontage on the West side of Salem Strad within the R-1 zoning dish Legal notices were sent to all names on the abutter's list and were wed in the EagM-Tnbnne,a newspaper of general elucidation in the Town of North Andover,on November 27&December 4,2006. 'a The following voting Members were present: Joseph D.UGrasse,Richard J.Byers,Albert P.Mann,III, ti David R Webster,and Thomas D.Ippol to; WG The>hltowing non-voting mens was present Richard M Valtancorut. Upon a motion by Joseph D.LaGraw and 2°d by David R Webster the Board voted to GRANT es dimensional Varianees from Section 7,Paragraph 7.1 d:7.3 and Table 2 of the Zoning Bylaw for mew of r4 38,362 square feet from lot area and 16'from the rear weak in order to Ot)a>5b"d a psg7oserl single 0 family dwelling;Per: rpt Site: 1135 Salon Street t06-A.Parcel 44 North Andover MA 10843 Site Plan Title: Site Pmpo®oc! Pbn, 1133 Salem St.,Nosh Andover,MA,Assessors Map 106A,Lot 44,prepared for W.Richard 114 Stoned Adams, eave Nor a W 0 Andover,MA. ("I iy -� Date &Rmsed Dates: Omber 10,;Flak xvised 11 29-06 1-3-07 I U Penal David Aivea,#43434,New England Engineering Secviees,InC., 1fi00 Osgood Land S C?b Buildin 20 Suits 2�b4 � D ,Nom A MA 0 184 uC ��j�U07 1 of] BOARD C7.1PPEALS _ Time sm-n-P Town of North Andover RECEIVED ZONING BOAS Off° APPIt AI i 1'* , rE Albert P.Manzi III,Esq.Chairman Ellen P.McIntyre, lice-Chairman �t NORTh 2007 APR _5 Pik 2: 53 Itichard J.Byers,Esq.Clerk 3� `•4 r. . „`•,~ooL Joseph D.l.aGrasse David R Webster Associate Members4, - * U QR TH A N D O�y E, Thomas D.Ippolito '►1'0 °'a MASS�.rstFirct `. y..�� Richard M. Vaillancowt �paa.•�� Daniel S.Braese,Esq. �sa�CrN�'t� Plan Title: ProposedSWxurface Sewage Disposal System, 1135 Salem St.,North Andover,MA,Assessors Map 106A,Lot 44,pqmvd for Richard Adaum 114 Stoneclesve Road,North Andover MA. Registered Professional Benjamin C.Osgood,Jr.,Civil No.45891,New England Engineering Engineer: Services,Inc., 1600 Osgood Street,Building 20,Shite 2-64,North Andover, MA 01845 Date 1l;Revised Dates): November 6,%006,revised 1-3-07,3-2-07 Sheet/Dta I of 2,2 of 2 Board of Health .Susan Sa%yer,Manch 5,2007 Building Fran Tick: F24'X 38Colonial w/att F Room Northeast Homes,Fi a Custom Construction,N.Andover Ma Date: 12/27/93 Sheet/Drawing: A2-1 From Elevation,,A2-2[left,right,rear elevations),Al-1 First Floor Plan, &Al-2 Second Floor Plan. With the following conditions: 1. Rear setback shall be so leu than she requested and approved 14'from rear lot Wee And left side setback shall be no leas than 53'to south side lot lin. 2. Revised Site Plan&Mylar for Map 106.A Pard 44 sbaQ sbmv appropriate water runoff deigns for negative pitch to Salem Stroet,per Tows Eneweer's commenu dated April 4,2007 incorporated by and referenced herein. 3. The revised Sift Plan&Mylar for Map JW A Pard 44 dUW be subject to and Conditioned upon Me Town Engineees eommesb dated April 4,2007 and incorpon wd by and referenced herein to 2006-040 being filed with the Town Clerk 4. The Applicant shall provide landscape buRera to screen the subsurface sewage disposal system from Sale®Street and bandseape buffering between the applicant's moth side lot One and Map I06-A,Pared 50,1155 Salam Street as depicted on the Revised site Plan& Mylear. S. The revised Site Plan dmU sbew that the existing garage to be rased and not replaced. Voting w favor: Joseph D.LaGrasse,Richard J Byes,Albert P.Manzi,III,David R.Webster,and Thomas D.Ippolito. Unanimous vote 5 to 0. The Board fid that owing to araumstoes relating to the shape of the very long and n$rrow parcels street frontaffie of 689.01'8041 86.74'at the Widest point„the south aide Setba&especially affects 1135 Salem Street(Map 106.A,Parcel 44)but does not affect the Raidential 1.(R-1)zoning district in general, a literal enft=MM of the provisions of Section 7,Paragraph 7.3 and Table 2 and Section 10,Paragraph 10.4 will involve sibstantial hardship,financial or otherwise,to the petitioner or applicant,and that desirable relief may be granted without substantial def=eat to the public good and withmht minifying or substantially derogating from the intent or purpose of the North Andover Zoning Bylaw. Page 2 of 3 Town Cterk Tune Std Town of North Andover PE'CE1VED ZONING BOARD OF APPEALS TO "- t,'_ ' _.. Albert P.Manzi III,Esq.Chairman MaRtM Eue:<P.�. ►�Cha;>ma,� �. ., 2001 APR —5 PN 2= 53 Richard J.Byers.Esq.ClerkJoseph D. ► 9 �J 4111 Ui David R.Webster - NORTH H,'Xc ya:: AssociatrDMembers � � . 4 MASSAC' '°; '�j i 3 Tbomaa ppolito Richard M.Vaillamourt Daniel S.Braese,Esq. Also,the Board finds that the applicant has d xm that the lot was not held in common ownership since July, 1956,and conformed by having 1.17 acres and 699'of street f outage to the than existing requirements,"6.33 In Rural Residence Districts to principal permitted budding shall hereafter be erected except on a lot containing not less than fifty thousand(50,Ot10)ngnm fad arca and not Iew than one hundred fifty(130)he width at the street fro dW.",North Andover Zoning Bylaw,May. 1956, The Board finds that 1135 Salm Street is shown on the Plan of Land PtgpoRy of E.K Kmach W Estate Notch Andover Mass,R B.Padduust,Survvyw,Boxftd Mass.May 1936,stamped"This plats does not roquine the app ff4i of the Planning Board of the Tann of North Andover,Jane 19, 195G',registered as • Plant 93302 and reftmcing the deed in Boots 937,page 25 at the Essex No.Dist.Reg.of Deeds,July 10, of the of 7.1 and Table 2 will involve 56 The Board finds that s literal� 19 steal hardship,financial or otherwise,to tha petitiow or applicant,and that desirable relief may be greeted whhM abourtial detriment W the public good and without mnllifjriutg or Wastandatiy derogating from the intent or purpose of this Bylaw. 1.This decision shall stat be in effect until a of this docisian is recorded at the Essex Note: �y County —- Registry of Deeds,,Northam District at the applicant's expense. 2.The granting of the Variance and/or Special Permit as regressed by the appbcant does not necessarily ensure the grae ft ala building permit as the apphcaas must abide by all apphc a1W focal.state,and fedeal bedding codes and regulations,prior so the issuance of a building permit as required by the Inspoctor of Buildings. to e,if the rights authorized by the Variance are net com sed within one(l)year of the date of the grant,it shall lame,and may be ra fished only aftw nate,and a new hearing. Furibermoro„if a Special Permit granted under the provisions contained herein shall be deemed to have lapsed ager a two(2) year period ftm the dace on which the Special Permit was granted w dew mal use or aoustma a has commenced,it shat lapse and may be r �d only after notice,and a new hearing. Andover P.Manzi, Esq.,Chainnw L Byes, ,Clerk Jonsph D.LaGratae David R.Webster Asaodate Member Thomas D.Ipp ft Decision 200&M. M106.AP44. a NMI , x� • s t, } CA# t..\ -' £t M s k`.ti£', a zC{ %ac�f �t s: i m> x'. It I2 aim arm __ fdt` ;;gg Y C7t£ £ t s ) = £ f { q :k£ 6 2 .., Y t,•vt i s: . £ E f ff X,Ng�� F s 1 lag go dt Mt t : jT { ' Wow I £ E f . ._: `F. to � 1 Asa F f F. . At W Ey : ' ;3£?� £ k t`� t f t £g 3z}.. cPywi. '� S i At £ £it Pt1 INA, f v t 5 yA s £ # zthIN £ JIM EF # CNN s 2 { I it D. t ; t 4 £ F i aw, s 22 J It i t ftj t t # £ £ # 2 - -:i: E qq # ik6i:. ilk E a £ }} js ALI F ito I. # i f� i } .tit £.':. SIM a Its i, A upf t {. f view.� t In f f £#: ,s n: 3 F E i y PIP E .: it Y i H £t 2 t E ff £ £ i ££: _ f JAI y #•W AE £ . �2 E fs S 2 €�1 #ME # � � £'{ :`z i.F \t :::t, £�E � fityyrs�: } 22 ki _ the £ by titlit I vs 'to 10: { j-W twitAFL RN RUN ` PEWTOWi € z 3 E s 1} 3 t .,. ,,.,,.,...•..:•,.,. ,E„»x ,.:,z, .. ,..�..,,,,,.n,,,,,x..vx»x„nx - _. .. .:..xx.`.nxxw..M,:n,,, i:. I a r� y�r -�-v�ar-nw,-r-wuw�-.r-mm.usreiwrz,- a 777 a i Owl, t SISs � I Ad I ty E I li j p AN Ii f I � S jup JJJ � pro Al Lp ilo md.a m � gNOW! �N :-s r is } CERTIFICATE OF USE & OCCUPANCY . TOWN OF NORTH ANDOVER Building Permit Number 172-2011 Date: March 14,2011 THIS CERTIFIES THAT THE BUILDING LOCATED ON 1135 Salem Street, North Andover, MA 01845 Richard Adams MAYBE OCCUPIED AS new single-family IN ACCORDANCE WITH THE PROVISIONS OF THE.MASSACM SETTS STATE.BUILDING:-CODE.AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to. Richard-Adams 1135 Salem Street North Andover,MA 01845- B lding Inspector- Fee: 100:00 previously paid Receipt: 21487 ® 6 zindover = v dower, Mass., 0 LAK 1 1 A COCHICHEWICK \v� 0�'ATE D APS U BOARD OF HEALTH PER D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THATW...........I............I R!. C .........................y.................... ....................................... Fou nda 'ti onh/V� has permission to erect.............. �� Y....... buildings on .../..1 ,t�............�... ............................. /� .................... Rough to be occupied as .- I0�f�✓� rr'p>'�j�� /��?i Chimney p ..................................................... �.......... .................................... y provided that the person accepting this permit shall in every respect conform tot a terms of the application on file.in Fin this office, and to the provisions of the Codes and By-Laws relating to the Insp ction, Alteration and Construction of Buildings in the Town of North Andover. ��- . ,� �f- ._200,e J ® PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. ou 7 . a PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR _Rou ............................................ �.�....�............. 'iUILDING INSPECTOR Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. ., `�� ItORTh 1 O 0 ' 1 27 APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION Building Permit# ADDRESS&OCATION OF PROPERTY : I SQ (m S Map U( A- Parcel Lot Number SUBDIVISION DATE REQUESTED FILED/READY FOR INSPECTION CLOSING DATE ON PROPERTY: 3M6 FIVE(5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE- INSPECTION FEE OF TWENTY DOLLARS$20.00)WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. Aa . remit Isswe;: .:;. Address � r l v rok,�C/ -Q v SIGNED ROUTING CONSERVATION PLANNING DPW. WATER METER SEWER/WATER CONNECTION , NOTE DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST DPW i ature File: Application for OC form revised Jan 2007 yORTh °s SSACHUS� BUILDING DEPARTMENT Community Development Division August 5,2009 Richard&Joanne Adams 114 Stonecleave Road North Andover MA 01845 Re: 1135 Salem St—Permit Extension Dear Mr. &Mrs.Adams: Pursuant to your letter of August 1,2009 requesting another(2nd)extension on your permit to build, please be advised that I will allow one more extension for Permit#172 issued on September 9,2008. If you have any questions,please feel free to call me Regards, Gerald A. Brown, Inspector of Buildings 1600 Osgood Street,Suite 2-36 North Andover,Massachusetts 01845 Phone 978.688.9545 Fox 978.688.9542 Web www.townofnorthandover.com i= Y Richard and Joanne Adams 114 Stonecleave Road North Andover,MA 01845 August 12009 Town of North Andover Building Department 1600 Osgood Street Building 20,Suite 2-36 North Andover, MA 01845 RE: 1135 Salem Street,Map 106A,Parcel 44 Request an Extension of Existing Building Permit Dear Gerald A.Brown,Inspector of Buildings: On behalf of Richard and Joanne Adams,We respectfully request an extension of our existing Building Permit,(# 172),which was issued on 09-09-08 and was granted A six month extension in March 2009 and will expire on 09-09-2009. We were granted the permit to allow for the construction of a single family dwelling on the 1.17 acre. Due to the state of the economy,finances the way they turned,citing-housing market slowness, we were unable to get the permitted house started. We therefore respectfully request another six month extension on this Permit. Sincerely Richard Adams Joanne Adams a� r v v love Town . r Lr O ... No. f �• Q GCGMe[M6 NKR r — S BOARD OF I Fvarir Kitehw PERMIT TO ILD SrFtic Skin �; �'�l;fl� c � J BUILDING THIS CERTIMS THAT C�c ........... AUII ' Soundmion . �.�� 6 ba:Permission�erect.................... ...,.......... builds on...��/.._ .....................................:......................... . ..rids. c1talu xr tobeocaepiedas............... .<�r.?A!,3.. `_�.'..`.: ....: .!.:Y�. E ...:....................... ... ............ FrAded tad the parson accepting Itis permit did tti eWey f8#W conform to the tuAl of Itee upp6catien an Ble In I a~ Wks @Roo,and M tae pro*Wns of Ito Codes sad 8p-Laws relating to the Inspection.Meridian 8=CUM of Bn mhw in"M Town of Noma Andover. Z-9 eQ � :%BOG -r3 r r PLUMBING D VIOLATION at the Zoning or Building Regubdoes Voids dft Permit. PERMIT EXPIRES IN 6 MONTHS F.cEMICAL c UNLESS CONSTRUCTION STARTS Rough 1�..a.�..o ........ BUUAiNG IIWWWR FwAt occupancy Permit Required,,w Occupy Building GAS OW] Rough Display in a Conspicuous Place on the Promises -- Do Not Remove Flim'. No Lathing or Dry Widl To Be Done FIRE urWAt Unlg inspected and Approved by the Building Inspector. B,t�, Street Kn. SEE REVERSE SIDE � rIORYII �a' 6 OL O � CHO ! BUILDING DEPARTMENT Community Development Division January 22,2010 Richard&Joanne Adams 114 Stonecleave Road North Andover MA 01845 Re: 1135 Salem St—Permit Extension Dear Mr. &Mrs.Adams: Pursuant to your letter of January 15,2010 requesting another(3rd)extension on your permit to build, please be advised that I will'dllow one more extension for Permit#172 issued on September 9,2008. If you have any questions,please feel free to call me Regards, Gerald A. Brown, Inspector of Buildings 1600 Osgood Street,Suite 2-36 North Andover,Massachusetts 01845 Phone 978.688.9545 fax 978.688.9542 Web www.townofoorthandover.com Y w- Richard D Adams Joanne E Adams 114 Stonecleave Road North Andover, MA 01845 January 15, 2010 Town of North Andover Building Inspector 1600 Osgood Street Building 20, Suite 2-36 North Andover, MA 01845 Re" 1135 Salem Street, Map 106A, Parcel 44 Dear Gerald A Brown, Inspector of Buildings: On be of Richard and Joanne Adams, I respectfully Request an extension of our existing Permit to Build, which was issued on 09-09-08 and now it expires in April of 2010. Due:to a bad economy and my wife who being sick for two (2) years with Cancer, we have been preoccupied. We therefore respectfully request six (6) months extension. Sincerely Ri I�ard D tTs Joanne E Adams V AORTN of Town Andover No. * j, dower, Mass., 9 ' A�RAtEO ��` 'qs BOARD( huKIi Kittiml PERMIT T ILD Smtic Sysk n r '� ly.;,.�1�.r,f.�-•. /f�1j,. NG f. !.i►!�..f. BLIUM' .......... _..�.... vuidakn THIS CERTIRES THAT ....... :. . �UiON$QA../ff.,t j!1__,�-�.. ^>f. .................... ttcan�t, hes perrtdfon to area................... .... ............ // ca�wy to t}e ppptpiMt is......... ... .rrl:kltii...(._F` i" ..!°.: /L... r•!/gi X. at1.......... �Q ._" prcnidad Chet d�Parson accepting M petal to awry ra t conform the of im oppr�ian .� iph'{mos in to tba PMVN Ons of dW Codas and By-L"S rel to the hmpoction.Akaretia�,fo�8nd Cot�lWkm of �.t•�e�n f Swift""in fila TWAW at t� M - .6+dam A 7Y rf O[" "V!rt' i',..Va.�utr3i YIomnom of the Zoning or Bnung IOegudtloos Yeids tills Brno. i Final� PERMIT EXPMES LN 6 MONTHS EUECMUO TNLESS CGN,"TRUCT[ON STARTS Rough surviLe ( upart�-y Pe�rrtit Z uir ry (Xao B4ildtng GAS 1 Rough Display In a Conspicuous Place on the Praises -- Do Not Remove No Lathing or Dry Wait To Be Done KRE UE Until inspected and Approved by he Building Inspector. Bun sVff No. i SEE REVERSE SIDE . uicc cam. IAORTII T0VVn of Andover No. 7za dover, Mass.,. CN 0 0,*: * 11 1 / �_OCHI CHEWICK OOATED PP10 C7 BOARD OF HEALTH Food/Kitchen PERIM IT T D Septic System BUILDING INSPECTOR C THIS CERTIFIES THAT.........................................✓,....... ......................................................................:1........ Foundation S�f-1 has permission to erect........................................ buildings on .... ............................................................................ Rough 6_e Chimney 000/X- tobe occupied as........ ....................... A<.....Aii...6....i...*/............................................. provided that the person accepting this permit shall in every�`repect conform I a e eyMs of the application an file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. m 2e>e26—a el"q PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN .6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough Service BUILDING**'*'I**INSPECTOR E"C**T*'*O'**R Final Occupancy Permit Required �o OcLupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved "by the, Building Inspector. Burner Street No. SEE REVERSE' SIDE Smoke Det. 1��fREScheck Software Version 4.2.0 Compliance Certificate Project Title: PROPOSED RESIDENCE Energy Code: 2000 IECC Location: North Andover,Massachusetts Construction Type: Single Family Glazing Area Percentage: 14% Heating Degree Days: 6322 Construction Site: Owner/Agent: Designer/Contractor: 1135 Salem Street NORTHERN OAKS,LLC DANIEL J.PARKER,AIA North Andover,MA DANIEL J PARKER-ARCHITECT 158 Gale Avenue Haverhill,MA 01830 1'g ce:Passes Compliance:1.1%Better Than Code Maximum UA:438 Your UA:433 Gross j Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. 1 4g Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1632 38.0 0.0 49 Ceiling 2:Flat Ceiling or Scissor Truss 192 38.0 0.0 6 Wall 1:Wood Frame,16"o.c. 2522 13.0 0.0 176 Window 1:Vinyl Frame:Double Pane with Low-E 276 0.330 91 Window 2:Vinyl Frame:Double Pane with Low-E 14 0.340 5 Window 3:Wood Frame:Double Pane with Low-E 20 0.340 7 Door 1:Solid 20 0.540 11 Door 2:Glass 42 0.310 13 Floor 1:All-Wood Joistlfruss:Over Unconditioned Space 1200 19.0 0.0 56 Floor 2:All-Wood JoistlTruss:Over Unconditioned Space 576 30.0 0.0 19 Furnace 1:Forced Hot Air 78 AFUE Air Conditioner 1:Electric Central Air 13 SEER Compliance Statement. The proposed building design described her consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed ilding as been i ned to the 2000 IECC requirements in R,E~S�check Version 4.2.0 and to comply with the mandatory re irement ted in a ch pection Checklist. Name-Title /g%K`�,/%" Sign Date Project Notes: 1)Windows are manufactured by Paradigm. 2)Floor area#1 is main house R=19.Floor area#2 is Family room floor R=30. 3)Ceiling#1 is flat areas.Ceiling#2 is sloped ceilings of Family Room. 4)Window#1 is all double hung windows.Window#2 is casement window,Window#3 are sidelites of front doors. 5)Door#1 is front door based upon a solid wood panel.Door#2 is glass slider. J. p x V Project Title: PROPOSED RESIDENCE eport date:09/02/08 Data filename:C:\Program Files\Check\REScheck 4.2\Proposed Residnece 1135 Salem Sty.rck Page 1 of 4 i REScheck Software Version 4.2.0 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.540 Comments: ❑ Door 2:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: ❑ Floor 2:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:78 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air:13 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. LlRecessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Project Title: PROPOSED RESIDENCE Report date: 09/02/08 Data filename:C:\Program Files\Check\REScheck 4.2\Proposed Residnece 1135 Salem Sty.rck Page 2 of 4 i Vapor Retarder: ' Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing LI-factors are clearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Ducts in unconditioned spaces are insulated to at least R-5.Ducts outside the building are insulated to at least R-6.5. Duct Construction: All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: Lj All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: PROPOSED RESIDENCE Report date: 09/02/08 Data filename:C:\Program Files\Check\REScheck 4.2\Proposed Residnece 1135 Salem Sty.rck Page 3 of 4 i Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature("F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range("F) 2"Runouts 1"and Less 1.25'to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: PROPOSED RESIDENCE J Report date:09/02/08 Data filename:C:\Program Files\Check\REScheck 4.2\Proposed Residnece 1135 Salem Sty.rck Page 4 of 4 • �ae, SALEM SMEET L=254.84' �. ,_ 181.64' L=66.29' LOT #A4 �• 161.20' -. 0 0 AREA748,758 S.F. o d 53.01' =1.1193 AC. M •� EXMINO r CEM. CONC. 69.55' FOUNDATION 56.39' co 100 20.24' ` 60.36' 52.50' 124.00' 80.13' ��64 81 7`53' 19.70' 0 N NOTE P LAN O F LAN D SITE IS SHOWN ON TOWN OF NORTH ANDOVER ASSESSORS IN MAP #106A LOT Q, FOR SITE DEED. #44 AND E.N.D.R.D. BOOK #7728 PAGE #221 NORTH ANDOVER MASSACHUSETT 3 , DRAWN FOR 0 "I HEREBY CERTIFY THAT THE FOUNDATION IS LOCATED JEFFC0, INC. (oo ON THE LOT.AS SHOWN." P.O. BOX 802 j ANDOVER, MA d j SCALE: 1"=80' DATE: JUNE 29,' 2010 rnb i s 0 40 80 160 240 IUPI3 xalF13 ryx 'I �' MERRIMACK ENGINEERING SERVICES 66 PARK STREET 6/29/10 ANDOM MASSACHUSETTS 01810 STEPHEN ES fl;F RLSDATE PHON& (978) 475-3565 FAX: (878) 475-1448 L EMAM MERRENG®AOL.COM RECEIPT Printed:09-02-2008 ® 11:33:44 Essex North Registry Robert F. Kelley Register Trans#: 111191 Oper:KEVINZ ADAMS ------------------------------------- ------------------------------------- Book: 11300 Page: 278 Inst#: 22943 Ctl#: 71 Rec:9-02-2008 @ 11:33:38a NAND 1135 SALEM ST DOC DESCRIPTION TRANS AMT --- ----------- --------- EXTENSION Surcharge CPA $20.00 20.00 50.00 recording fee 50.00 5.00 TECH FEE 5.00 Total fees: 75.00 *** Total charges: 75.00 CHECK PM 132 75.00 Bk . 1. 1300 P:9273 "22943 a 11 : 33a COT ER.S`HEET THIS IS THE FIRST PAGE OF THIS DOCUMENT DO NOT RE 0V / GRAN'TO GRANTEE ADDfRESS OF P OPERTY CI /TOWN TYPE OF DOCUMENT AAMC. ASSIGNMENT . TYPE DEED 6D MORTGAGE NOTICE TYPE' DISCHARGE SUBORDINATION AFFIDAVIT CERT . TYPE DEC OF HOMESTEAD UCC DEC OF TRUST TYPE F�Aj kab4 4_/ OTHER DESCRIBE Essex North Registry of Deeds Robert F. Kelley, Register 354 Merrimack St. Suite 304 Lawrence, MA 01843 (978) 683-2745 www.1awrencedeeds.com Town of North Andover Town Clerk Time Stamp 'D�F ZONINGBOARD OF APPEALS Albert P.Manzi III,Esq. 05airman VkORTH Ellen P.McIntyre, Vice-C&zrman Richard.J. , Byers,sEsq. Clerk" Joseph D.LaGrasse 0 David R.Webster Associate Members U Tbornas D.Ippolito MAS Richard M.Vaillancourt Daniel S.Braese,Esq. December 27,2007 Richard and Joanne Adams 114 Stonecleave Road This is to certify that twenty(20)days North Andover, Massachusetts 01845 have elapsed from date of decision,filed without filing ofan appeaLl. Joyce A,Bradshaw Town Clerk RE: 1135 Salem Street North Andover, Massachusetts 01845 Regarding your request for a six(6)month extension of your Variance per your letter of December 10,2007: Please be advised that the Zoning Board of Appeals approved a six(6)month extension relative to the premises affected at 1135 Salem Street(Map 106.A, Parcel 44),North Andover,Massachusetts. The Zoning Board of Appeals voted to extend for a period of six-months the Variance 2006-040 decision to and including September 11,2008(Without the extension, the variance would expire on March 13,2008,one year after the heari��granting the variance.)during the regular December 18,2007 meeting upon a motion by Thomas D. Ippolito and 2 by Richard J. Byers. Mass.Gen. L.,ch.40A, §10 allows the Variance permit granting authority to"extend the time for exercise of such rights for a period not to exceed six months". Voting in favor: Joseph D. LaGrasse, Richard J. Byers,Albert P. Manzi, 111,David R. Webster,and Thomas D. Ippolito. Nortli Andover Zoning Board of Appeals Albert P. Manzi, 111, Esq., Chairman Richard J. Byers, Esq., Clerk Joseph D. LaGrasse David R. Webster Associate Members Thomas D. Ippolito Decision 2006-040 M106.AP44 r ATTEST:; cc: Town Clerk ZBA file A'True.Copy >_65 flown Clerk 1600 Osgood Street,Building 20-Suite 2-36,North Andover,Massachlisetts 0 1 P84S — Phone-978-698-9541 Fax-978-688-9542 Web.- xwxv.to,.viiofnorthajidover.com The Commonwealth of Massachusetts Department of Industrial Accidents `�#`"I„ Office of Investigations 600 Washington Street 1 111{11 Boston, MA 02111 i'jws www.mass. ov/dia g � Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: lr1_11Z_11lQIf l/ City/State/Zip:/Up/?f-/-/ Phone #: 7o�7--- 7 /�/oD Are you an employer?Check the appropriate ox: Type of project(required): 1.❑ I am a employer with 4. 1 am a general contractor and I 6. ❑ New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 1 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised.their ME] Electrical repairs or additions 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.] t 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. Homeowners wjio subtnit,ihis a,iidav it indicating they aie dulug all work avid 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 their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information.'' Insurance Company Name: Policy#or Self-ins. Lie.#: 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 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 penal ' s ofperjury that the information provided above is true and correct. Signature: Date: Phone#: '71 � Official use only. Do not write inn 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 joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership;association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall.not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),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 may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The 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. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to 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 Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 5-26-05 Fax#617-727-7749 www.mass.gov/dia 4 T � 'i Healflt Depatu ent March 5, 2007 Richard Adams 114 Stonecleave Road North Andover,MA 01845 RE: Wastewater System Plan for 1135 Salem Street, Map 106A,Lot 44 Dear Mr. Adams, The North Andover Board of Health has completed review of the onsite wastewater treatment and dispersal system design plans for the above referenced property submitted on your behalf by New England.Engineering Services dated November 6, 2006,with a final revision date of March 2,2407. The design has been approved for use in the construction of an onsite wastewater system. The proval included a local variance to allow a dwelling be constructed.with a cellar floor elevation below the estimated seasonal high groundwater elevation. At a.regularly scheduled Board of Health meeting, held on January 18, 2007, the Board of Health members unanimously approved this variance. This approval is valid for three years from the date of this letter and during this time a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance must be endorsed by the installer, designer and the'Town of North.Andover. This approval is subject to the following conditions: 1, If site conditions are found in the field to be different from those indicated on the design plan and/or-soil evaluation,the originally issued Disposal System Construction Permit is void,installation shall stop, and the applicant:shall reapply for a new Disposal System., Construction Permit(3 10 CMK 15.020(l)). 2, It is the responsibility of the applicant and/or the applicant's designer,installer or other representative to ensnare that all other state and municipal requirements are met. 'These may include review by the Conservation Commission,Zoning Board, Planning Board, Building Inspector,Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements, 1600 Osgood Street HEALTH DEPARTMENT page I of i Building 20;Suite 2-36 E-Maik;r,'alttsdePk@tc WDofnco,r handover,r:rm North Andover,MA 01846 Phone.R78.688,9640 Fax:978,688.8476 -Your effort to provide a properly functioning onsite wastewater treatn=t and dispersal system for your property is greatly appreciated. The Health Department may be reached at 978..688- 9540 with any questions you might have. SiraeerW) S `san Y. Safer,�I� iSfR Public Health Director encl: List of licensed installers cc: New England Engineering Services file ✓fie'tiVarmeo�.uuea:�z �✓l�Gaaaac�ivavlta , Board of Building Regulatio.s and.Standards Construction.Supervisor License j License: CS 45104 + Birthdate 9112/1947 9M,El, 9/1.2h2008 Tr# 6154 JO M DOFTR 1555 HILLSIDE LANDJG TARPON SPRINGS,FL'34GB9 Commissioner 9 Josette Doherty 1,26 we i rs Edgy `A Atkinson, New H € psr??re 03811 727-741-4482 August 30, 2008 Richard and Joanne Adams 114 Stonecleave Rd. North Andover, Mass 01845 This will constitute an agreement drawn this day by and between Josette Doherty and the owners of lot known as 1 135 Salem Street North Andover Mass. Being a licensed Massachusetts state contractor with Supervisor license number 45104, 1 Josette Doherty hereby agree to obtain building permit for a single family home on this site and go forward with the subsequent construction.The agreement will be material and labor cost plus 15% supervisory fee, with the funds to be advanced by the owners. Contractor will provide builders risk insurance and use only licensed and insured (including workman's comp) sub contractors for the job. All materials and finishes will be decided by lot owners and they will provide liability insurance to the lot before the commence of construction. I have hereby accepted a $10,000 deposit for the start of this work including securing the necessary permits and hook up fees required and getting a stamped and certified plan acceptable for building a 30X40 colonial with an attached unfinished game room over hei two car garage. J to Doerty (r � Ri rd dams J nne Adams 1 Town Clcrk Tune Stam 'own of North Andover RE CEIVE:D R ZONING BOAOF APPEALS Albert P.Matvi III.Esq.Chairman Men P.Mdnq . rice-Chairman o� ,� ,,� 2081 APR -5 PM 2= 53 Rkhard J.Sytrrs,Esq.Clem �� e�sr `•,'.° Jam D.LaG- O `+ David R.Webstm a (U?x,; U; s o w l QcRiHp ANDOV ,"IJdOCMft1t�2HfIltTS tt � ? �' R.��F�ttr"�"`,._�'� Thoxttas D.Ippolito 'y .., g tt J .i ! Richard NR.Valuarwurt '4►ga�MaaTar Dadd S.Brae se,Esq. Also,the Board finds that the;applicant has d3own that the lot was not held in cx»a ownerstip dace July, 1956,and conformw d by having 1.17 and 699'of street fry to the then existing requires t%"6.33 In Rural Residence Districts no principal perutitted building shall licreatker be erected e wg%on a lot contagning not less than fifty dummud(30;0W)square tit ante seed elft less dma one hundred W(150)fee{width at the street montage.",Noah qtr Zoning lfim,May,1936. The rd fin&that 1135 Mem Stred is shown on the Plan of Lan-A 4f B.K KrrrscitmU Ere, North ham I R.B.PaikhuM SurMw,Boxford MasL May 1956,stu4zd"'This plan d -eros.----- require rhes anal of the Mining Board of tine Town of North Andova,June 19, 19%",registered as Plant#33,02 and referencing the dead in Boole 837,pap 25 at the Esm No:Dist Reg.of Doedht,July 141, 1956. The Hoard finds that a literal enfomemew of the provisions of 7.1 stud Table 2 wi11 iavoT mal hardship,5nsrnciad or otherwise,to the petitiow or applicant,and that dedrable ncliel'may be grau teed wiftui s bwartial d oximent to the public gid and wi0m nuiti4ringor mbsonfially derogetint from the intent or purpose of this.Bylaw. Note: I.This 4ecision stall not be in effect uadl a dopy of this decidou.is recorded at lite EUM Coumty P-40MY ofDeachc,Northern Didxict at the applicant's expense. 2.The granting of the Varia==&or Special Permit as requasW by the;applicam does not ensue the,granting era br Wmg perirut as the aeric a t erupt abick by all applicable Wit,state,and bdesal building cocks and replabote s.prior to the isstiance of a building permit as requited by the Iaspedw of Buildings. Furthermem if the nghts authorized by the Vananme we m exermsed within one(1)year,of the date of ttte graat,a stall lapse,and gray be re-cstablisLc d only air nodok and a»car h arm g; fttimrniore,if s Special Permit granted under the provisions cxrntsined her=doll be d oemed to have Capt od set a two(2) year period fim ft dde can which the Special Permit was granted unless steal use orconouctm teas cow,it shall tagse and may be re niablishM Duty attar notice,and a new bunug- Andova of ppcals P.l OMA N.,Clra nxW J.Byers, .,Clerk ° 'yy�v�roc�'1��AsY�A LaGam�.. David K y bsW Thomas i}_ippotito Decision 20064M. r, r Town CEezk'nat%MP Town of P�CE[vED Albert P.lvtanzi III,Esq.Charir»rm, Ellen P.McIntyre,vice-Chas ten t j40W'r„ 2007 APR —5 PH Z' 53 Richard J.%rem.Esq.CfPrk }paR{`so ."•o' Joseph D,LaCrasse b T01 f �+ DavidaVDavidR.Webster z Y {L'.Y4, NORTH A?A06V;--:`. .associate Members 1c - z Thoma D.Ippolito �, .,.s?at„ �:+� 5�3.��;:4� �(i o Richard M.Vaillanconrt Daniel S.Breese,Esq. ea►u� This is to certify that twenty(20)days have elapsed from date of dettsion,filet without filing of an p Date .? Any appeal shall be Mod within Mace of Deciswe Jayea I 0 1W (20)days after the claire of filing Year 2007 'town Clerk of this notice in the office of the Town Clerk,per Mam Gest.L_ch. 413 17 00 1135 Samoa Street QAV 1064 Pand 44), NAM Rich$ d dt Joalffie Ams, H INGM: December 12,2006, 114 Stooeoleave Road,North Andover,MA February 20& - ltSajvh 33,2007 AIalEBR1t5S: 1135 Sebe Street 106.A,Parcel 44 PETMON: 213054411! North Aver,MA 01845 TYPING DATE: Manch 20 2001 The North Andover Board of beld a g pW ming in the Tom Hall top Appeals public hearing at its re Boor mftdng room, 120 Main Staff,NoM Apdova,MSS,on Tumday,Match 13,2007 at 7:30 PM upon the application of RkhaA 1d1 Jlowme Adams,114 Stonecleave R.4,North Aver,MA 01845,for premises at 1135 Salm Street{Map 106.A,Parcel 44),Nor&Andover regammting a dimensional Variance from Section 7,Paragraph 7.1&7.3 and Table 2 of the Zoniug.Bylaw for relief of lot area ea and the rear setback in order to construct a single&M1y dwellia& Said pomm affected is propWy v4th frMUSe on the West side of Salem Street within the R-1 zoning districL Legg=rices were sent to an names on the abuater's list and were published in the Eagle-Tn'btrne;,a of gesMUl circulabon in the Town of North Andover,on November 27&December 4,2006. The fallowing Vying members acre putt: Joseph D LaG c,Richard J.Byers,Apert P.Maazi,III, David R.Webster,and Thomas D.Ippoliti N The following non-voting madber was present Richard AL Vsdbncot r4 p,1 UPon a motion by Joseph D.LaGrasya and 2"4 by D"&Webster the Board Voted to GST ca dimensional'9Varlaw"from Seccioin 7,Paragraph 7.1 c&7.3 and Table 2 of the Zoning BylM fa mlief of ri 38,362 square feet from lot area and 16'fi m the scar setback in order to construct a 6 mdly dwelling;per: wt N Ca Site: 1135 Salem Street 106.A,Paace144 NottJ�Andes MA 10845 Sits Plan Title: Site Plan,1135 amen St.,Alorm Andover,MA.Assessors Map 106A,]Lot 44,PnVared for lye Richwd A 114 Stonedeave Road,North (;t Arrdahear,IDSA. i'l t"l Date &Ytevisocl Datesi. I October 10 20066 revised 11.23-07 , 1a �Pi�ohsaal. IDatvid A1vea„445454 New E WLandslantew ngland Engineering Servrces,In,—*,1600 Osgood S BUikiitt 20 Suite 2-64,North Andover MA 01845 3hect/1}raw6l aft Q MID go ei ,"c a F A f? M. J C)I- N S C A LE Lomak..i1 60 ACRE PLAIN OF LAND I.SACRES. PROPERTY OF 4" E. M. KRUSCHWITZ I� -O (fid V 40 2 0 ESTATE . Lr tn ',f NORTH ANDOVER MASS . 140# "FULLER Z40' 4 L HEIRS. 274.5- z 382 ' a . 5ACRE GOSTON fDMA IN 3: E, KRUS �l ESTA- E W'7'Z FOR TITLE SEE ESSEX NORTH DIST_ REGISTRYDEEDS. BOOK 350 PAGE 253 . R . 8. PARRHURST Surveyor ISOXFORD MASS. MAY 11956 , MAR 13 caul 11OARD OF APPEALS Plan Title: Proposed Subsurface Sewage Disposal System, 1135 Salem St.,North Andover,MA,Assessors Map 106A,Lot 44,prepared for Richard Adams, 1 A Stonecleave Road,North Andover,MA. Registered Professional Benjamin C.Osgood,Jr.,Civil No.45891,New England Engineering Engineer: Services,Inc., 1600 Osgood Street,Building 20,Suite 2-64,North Andover, MA 01845 Date(&Revised Dates): November 6,2006,revised 1-3-07,3-2-07 Sheet/Drawin : 1 of 2,2 of 2 Board of Health: Approved by: Susan Sawyer,March 5,2007 Building Plan Title: F24'X 38'Colonial w/an Family Room Northeast Homes,Fine Custom Construction,N.Andover,Ma. Date: 12/27/93 Sheet/Drawing: A2-1 Front Elevation,A2-2[left,right,rear elevations],Al-1 First Floor Plan, &Al-2 Second Floor Plan. With the following conditions: 1. Rear setback shall be no less than the requested and approved Y160m rear lot line and left side setback shall be no less than 53'to south side lot line. 2. Revised Site Plan &Mylar shall show appropriate designs for drainage, b Uora to en - ,b ..Ron aewag , w,pogal-" from Salem Street,and � ��.� ' A,Par , et.... 1 S i'v.. rt1 Z`•i ft/. C� ..�aM�ZJc� .fJ y C/1 t 1 approve Of te ite Plan&Mylar for appropriate drainage provisions to Map 106.A,Parcel 44 prior to decision 2006-040 being filed with the Town Clerk,per suggestion of applicant's counsel,Atty. Howard P. Speicher. 4. the revised Site Plan shall show that the existing garage to be razed and not replaced. -5 Sim ��it —r�2cc..P LcA.w�_S� o sS��c'A d6 oting in favor: Joseph D.LaGrasse,Richard J. Byers,Albert P.Manzi,III,David R. Webster,and Thomas D. Ippolito. The Board finds that owing to circumstances relating to the shape of the very long and narrow parcel's` ��v street frontage of 689.01' and 86.74' at the widest point,the south side setback especially affects 1135 Salem Street(Map 106.A,Parcel 44)but does not affect the Residential 1, (R-1)zoning district in general, a literal enforcement of the provisions of Section 7,Paragraph 7.3 and Table 2 and Section 10,Paragraph 10.4 will involve substantial hardship,financial or otherwise,to the petitioner or applicant,and that desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the North Andover Zoning Bylaw. l Page 2 of 3 NORTM n 'pl °4nrno �yC° NgSACHUG Health Department March 5, 2007 Richard Adams 114 Stonecleave Road North Andover, MA 01845 RE: Wastewater System Plan for 1135 Salem Street,Map 106A, Lot 44 Dear Mr. Adams, The North Andover Board of Health has completed review of the onsite wastewater treatment and dispersal system design plans for the above referenced property submitted on your behalf by New England Engineering Services dated November 6, 2006, with a final revision date of March 2, 2007. The design has been approved for use in the construction of an onsite wastewater system. The proval included a local variance to allow a dwelling be constructed with a cellar floor elevation below the estimated seasonal high groundwater elevation. At a regularly scheduled Board of Health meeting, held on January 18, 2007, the Board of Health members unanimously approved this variance. This approval is valid for three years from the date of this letter and during this time a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance must be endorsed by the installer, designer and the Town of North Andover. This approval is subject to the following conditions: 1. If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation, the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit (3 10 CMR 15.020(1)). 2. It is the responsibility of the applicant and/or the applicant's designer, installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation Commission,Zoning Board, Planning Board, Building Inspector, Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements. _T. . ........... _....... rc.. , ......._..2 _ ._.._... ,.. 1600 Osgood Street HEALTH DEPARTMENT Page 1 of 1 Building 20;Suite 2-36 E-Mail:healthdept@townofnorthandover.com North Andover,MA 01845 Phone:978.688.9540 Fax:978.688:8476 I I Your effort to provide a properly functioning onsite wastewater treatment and dispersal system for your property is greatly appreciated. The Health Department may be reached at 978-688- 9540 with any questions you might have. Sincer S san Y. S er, REHS/R 7 Public Health Director encl: List of licensed installers cc: New England Engineering Services file Town of North Andover Town Clerk T1111c Sump ZONING BOARD OF APPEALS R%EC EL I'-ft-C1 Albert P.Manzi 111,Esq. Chairman 7 Ellen P.McIntyre, Ilice-Chaiman IRichardJ.Byers,Esq. Clerk 0 Joseph D. LaGrasse 0 Ila David R.Webster Associate Members �.4 Ut Thomas D.Ippolito 0 0i 1,P THI i, I r Richard M.Vaillancourt 0 Daniel S.Braese,Esq. AC U December 27,2007 Richard and Joanne Adams 114 Stonecleave Road North Andover, Massachusetts 01845 RE: 1135 Salem Street North Andover, Massachusetts 01845 Regarding your request for a six(6)month extension of your Variance per your letter of December 10,2007: Please be advised that the Zoning Board of Appeals approved a six(6)month extension relative to the premises affected at 1135 Salem Street(Map 106.A, Parcel 44),North Andover,Massachusetts. The Zoning Board of Appeals voted to extend for a period of six-months the Variance 2006-040 decision to and including September H,2008(Without the extension,the variance would expire on March 13,2008,one year after the heariu granting the variance.)during the regular December 18,2007 meeting upon a motion by Thomas D. Ippolito and 2" by Richard J. Byers. Mass. Gen. L.,ch.40A, §10 allows the Variance permit granting authority to"extend the time for exercise of such rights for a period not to exceed six months". Voting in favor: Joseph D. LaGrasse, Richard J. Byers, Albert P. Manzi, 111,David R. Webster,and Thomas D. Ippolito. Nvil Andover Zoning Board of Appeals Albert P. Manzi, 111, Esq., Chairman Richard J. Byers, Esq.,Clerk Joseph D. LaGrasse David R. Webster Associate Members Thomas D. Ippolito Decision 2006-040 M 106,AP44 cc: Town Clerk ZBA file 1600 Osgood Street,Building 20-Suite 2-36,North Andover,Massachusetts 01845 Phone-979-689-9541 Fax-979-688-9542 Web-ivww.tovqiofiiorthaiidover.coni J Richard and Joanne Adams 114 I,viecleave Road North Andover, A4 ri1845 978-68.5-6743 f December 10 2007 Town of.North Andover Zoning Board of Appeals 1600 Osgood Street North Andover, MA 01845 ° RE_ �1135 Selem Street; Map 106.A, Parcel 44 Request a Extension of Variance urea ��ulm^„�n.�t-•ria'. On behalf of Richard and Joanne Adams,I respectfully request an extension of petition number 2006-040, typing date March 20 2007. The,board granted variance to allow for the construction ofa single family dwelli o!on the 1.17,7rro We therefore respectfully request an extension on this parcel. Should you have any questions concerning this letter,please contact us. Sincerely Richard Adams - dol ',BOARD OF APPEALS �y TOWN OF NORTH ANDOVER DIVISION OF PUBLIC WORKS 384 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01845-2909 J. WILLIAM HMURCIAK, DIRECTOR, P.E. Eugene P. Willis RE f NORTp Telephone (978) 685-0950 0 4t .e ,. ti Director of Engineering 3:•:.:r ' '•°°� Fax(978) 688-9573 ♦i � April 6, 2007 1ss.�cwuse� North Andover Zoning Bd. of Appeals 16000sgood St. North Andover, Ma. Re: 1135 Salem St. M-106A L-44 Richard Adams Dear Board Members, I have been asked to review the"Proposed Site Plan"for the above referenced project by New England Engineering Services dated Oct. 10, 2006 with regards to drainage. The applicant has submitted a revised plan dated April 6,2007 that has addressed my previous comments which were: 1. The fill on the lot pitches runoff to the right of way on the west side of Salem St. The applicant should show grading in the shoulder for this runoff to reach the existing catch basins to the north and south. 2. The grading referenced in#1 above should create a negative slope from edge of pavement in Salem Street. 3. The existing asphalt apron should be removed and disposed of properly. 4. The roof runoff should be infiltrated 5. The paved portion of the driveway apron should be graded to create a negative pitch off Salem St. applicant licant should address the volume of water flowing g from the foundation drain discharging to the right of way and its impact on Salem St. I would ask that, if approved,the decision require specific attention be paid the grading of the driveway entrance with regards to providing enough pitch as to preclude runoff from entering onto the paved portion of Salem St. Also,'the revised plan does not appear to call for roof gutters. I a would ask that the decision require gutters be installed and tied into the infiltration system shown _ on the plan. fEune ely, 16.P. Willis, P.E. Director of Engineering D [ C& hw, 911 urciak, Ben Osgood N E Engineering APR 11 ''1007 BOARD OF..APPEALS i TOWN OF NORTH ANDOVER DIVISION OF PUBLIC WORKS 384 OSGOOD STREET NORTH ANDOVER,MASSACHUSETTS 01845-2909 J. WILLIAM HMURCIAK,DIRECTOR,P.E. Eugene P. Willis P.E f NORTH q Telephone(978) 685-0950 o tSlEO Y61�O Director of Engineering 3? 4°.r o� Fax(978) 688-9573 h p April 6 2007 4 9SSACHUSEt North Andover Zoning Bd.of Appeals 16000sgood St. North Andover, Ma. Re: 1135 Salem St. M-106A L-44 Richard Adams Dear Board Members, I have been asked to review the"Proposed Site Plan"for the above referenced project by New England Engineering Services dated Oct. 10, 2006 with regards to drainage. The applicant has submitted a revised plan dated April 6,2007 that has addressed my previous comments which were: 1. The fill on the lot pitches runoff to the right of way on the west side of Salem St. The applicant should show grading in the shoulder for this runoff to reach the existing catch basins to the north and south. 2. The grading referenced in#1 above should create a negative slope from edge of pavement in Salem Street. 3. The existing asphalt apron should be removed and disposed of properly. 4. The roof runoff should be infiltrated 5. The paved portion of the driveway apron should be graded to-create a negative pitch off Salem St. 6. The applicant should address the volume of water flowing from the foundation drain discharging to the right of way and its impact on Salem St. I would ask that, if approved,the decision require specific attention be paid the grading of the driveway entrance with regards to providing enough pitch as to preclude runoff from entering onto the paved portion of Salem St. Also,the revised plan does not appear to call for roof gutters. I would ask that the decision require gutters be installed and tied into the infiltration system shown on the plan. Sin ely, ` ;Eug ne P. Willis, P.E. Director of Engineering D [ ca- f i1w, hmurciak,Ben Osgood N E Engineering APR 11 Z001 BOARD OF,APPEALS TOWN OF NORTH ANDOVER DIVISION OF PUBLIC WORKS 384 OSGOOD STREET NORTH ANDOVER,MASSACHUSETTS 01845-2909 J.WILLIAM HMURCIAK,DIRECTOR,P.E. Eugene P. Willis P.Eof No o*N Telephone (978) 685-0950 Director of Engineering a2 -`:f _ °oma Fax(978) 688-9573 N A April 4, 2007 « '9SSACHUS�'� North Andover Zoning Bd. of Appeals 16000sgood St. North Andover, Ma. Re: 1135 Salem St. M-106A L-44 Richard Adams Dear Board Members, I have been asked to review the"Proposed Site Plan"for the above referenced project by New England Engineering Services dated Oct. 10, 2006 with regards to drainage. I offer the following comments. 1. The fill on the lot pitches runoff to the right of way on the west side of Salem St. The applicant should show grading in the shoulder for this runoff to reach the existing catch basins to the north and south. 2. The grading referenced in#1 above should create a negative slope from edge of pavement in Salem Street. 3. The existing asphalt apron should be removed and disposed of properly. 4. The roof runoff should be infiltrated 5. The paved portion of the driveway apron should be graded to create a negative pitch off Salem St. 6. The applicant should address the volume of water flowing from the foundation drain discharging to the right of way and its impact on Salem St. rofEnt 1 gineering E. eetor Cc: File, Bill Hmurciak, Ben Osgood N E Engineering CF1] W7 � ASR 4 1117 U BOARD OF APPEALS i RECEIPT Printed:09-02-2008 ® 11:33:44 Essex North Registry Robert F. Kelley Register Trans#: 111191 Oper:KEVINZ ADAMS Book 11300 Page 278 Inst# 22943 Ctl#: 71 Rec:9-02-2008 Q 11:33:38a NAND 1135 SALEM ST DOC DESCRIPTION --- ----------- TRANS AMT EXTENSION --------- Surcharge CPA $20.00 50.00 recording fee 20.00 5.00 TECH FEE 50.00 5.00 Total fees: -------- 75.00 *** Total charges: 75.00 CHECK PM 132 •• 75.00 Ir COYER.S`HEET THIS IS THE FIRST PAGE OF TIMDOCI-MENT DO NOT.MMOV ' GRA TO GRANTEE kf- ADDRESS OF FA6PERTY CI • /TO'PVN TYPE OR DOCUMENT MLC. ASSIGNMENT , TYPE DEED 6D MORTGAGE NOTICE TYPE DISCHARGE SUBORDINATION AFFIDAVIT CERT TYPE DEC OF HOMESTEAD UCC TYPE . DEC OF TRUST OTHER DESCRIBE Essex North Registry of Deeds Robert F. Kelley, Register .354 Merrimack St. Suite 304 Lawrence, MA 01843 (978) 683-2745 www.lawrencedeeds.com Town ®f North AndoverTown Clerk Time Stamp ZONING-ROARD F APPEALS LS R;, ti C ` D Albert P.Manzi III,Esq. Chairman �oiarpg Ellen P.McIntyre, f/ice-C&irman r Richard.J.Byers,Esq. Clerk 3� °.`.` 6'e ` a ft>< ' �` ra - ; ; Joseph D.LaGrasse o David R.Webster Associate Members Thomas D.Ippolito Richard M.Vaillancourtq°RATe°e" �`a MA `?;= ' Daniel.S.Braese,Esq. �SSAGHUS December 27,2007 Richard and Joanne Adams 114 Stonecleave Road This is to certify that twenty(20)days North Andover, Massachusetts 01845 have elapsed from date of decision,filed without filing of an a peal. Date • o? J®y08 A,Bradshaw Town Clerk RE: 1135 Salem Street North Andover, Massachusetts 01845 Regarding your request for a six(6)month extension of your Variance per your letter of December 10,2007: Please be advised that the Zoning Board of Appeals approved a six(6)month extension relative to the premises affected at 1135 Salem Street(Map 106.A, Parcel 44),North Andover,Massachusetts. The Zoning Board of Appeals voted to extend for a period of six-months the Variance 2006-040 decision to and including September 11,2008(Without the extension,the variance would expire on March 13,2008,one year after the heariu granting the variance.)during the regular December 18,2007 meeting upon a motion by Thomas D. Ippolito and 2" by Richard J. Byers. Mass.Gen. L.,ch.40A, §10 allows the Variance permit granting authority to"extend the time for exercise of such rights for a period not to exceed six months". Voting in favor: Joseph D. LaGrasse, Richard J. Byers,Albert P. Manzi, III,David R. Webster,and Thomas D. Ippolito. No4 Andover Zoning Board of Appeals Albert P. Manzi, III, Esq., Chairman Richard J. Byers, Esq., Clerk Joseph D. LaGrasse David R. Webster Associate Members Thomas D. Ippolito Decision 2006-040 M 106.AP44 ATTEST: cc: Town Clerk A True Copy ZBA file o Town Clerk 1600 Osgood Street,Building 20-Suite 2-36,North Andover,Massachtisetts Ot64-5' Phone-978-688-9541 Fax-978-688-9542 Weo•-w,�ay.tptniofnorthandover.com Also,the Board finds thaQie applicant has shown that the lot was not eld in c on ownershi since July, 1956,and conformed by having 1.17 acres an 'of street frontageo the e ' n uirements,"6.33 In Rural Residence Districts no principal permitted building shalrhereafter be �l P P P g erected except on a lot containing not less than fifty thousand(50,000)square feet area and not less than one hundred fifty(150)feet width at the street frontage.",North Andover Zoning Bylaw,May, 1956, The Board finds that 1135 Salem Street is shown on the Plan of Land Property of E. M. Kruschwitz Estate, North Andover Mass,R. B.Parkhurst, Surveyor,Boxford Mass. May 1956, stamped"This plan does not require the approval of the Planning Board of the Town of North Andover,June 19, 1956",registered as Plan#3302 and referencing the deed in Book 837,page 25 at the Essex No.Dist.Reg.of Deeds,July 10, 1956.&he Board finds that a literal enforcement of the provisions of 7.1 and Table 2 will involve substantial hardship,financial or otherwise,to the petitioner or applicant,and that desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of this Bylaw. Note: 1.This decision shall not be in effect until a copy of this decision is recorded at the Essex County Registry of Deeds,Northern District at the applicant's expense. 2.The granting of the Variance and/or Special Permit as requested by the applicant does not necessarily ensure the granting of a building permit as the applicant must abide by all applicable local,state,and federal building codes and regulations,prior to the issuance of a building permit as required by the Inspector of Buildings. Furthermore,if the rights authorized by the Variance are not exercised within one(1)year of the date of the grant,it shall lapse,and may be re-established only after notice,and a new hearing. Furthermore,if a Special Permit granted under the provisions contained herein shall be deemed to have lapsed after a two(2) year period from the date on which the Special Permit was granted unless substantial use or construction has commenced,it shall lapse and may be re-established only after notice,and a new hearing. North Andover Zoning Board of Appeals Albert P.Manzi,III,Esq.,Chairman Ellen P.McIntyre, Vice Chairman Richard J.Byers,Esq.,Clerk Joseph D.LaGrasse 6avid R. Webster ( Assdciate Members `, Thomas D.Ippolito Richard M.Vaillancourt Daniel S.Braese,Esq. Decision 2006-040. M106.AP44. V Page 3 of 3 NORTH q 3 °.t',,".' ;°• ~oL Town(lerk Time Stamp b... 6 ° n rECEIVED "SS Are* E� ZQO�FEB 22 Pfd 3: 22 ZONING BOARD OF APPEALS TO Community Development Division Date ✓ —Q 7 TO: Town of North Andover Zoning Board of Appeals 1600 Osgood Street North Andover MA 01845 Please be advised that I have agreed to waive the time constraints for the North Andover Zoning Board of Appeals to make a decision regarding the granting of a Iariance pecial Permit Comprehensive Permit (40B) Finding for property located at: STREET: 3.5 5cttewi jCt f-e C MAP:_ 0 6, 1 PARCEL: 44- TOWN: 7TOWN: North Andover MA 01845 TO MEETING DATE(S): h rz � NAME OF PETITIONER: SIGNED: Petitioner(or petition representative) FEB1600 Osgood Street,North Andover,Massachusetts 01845 BOARD OF APPEALS Phone 978.688.9541 Fax 978.688.9542 Web www.townofnorthandover.com 14ORTIl 0.* -(ot* #6 + Clerk Time Stamp 4" 1 V E D 0 2037 JAUsi 12 PH 3. 2 1 co—c. rep '4CHUS ZONING BOARD OF APPEALS NORTH A lg"'Uz F.F i; SS A Community Development Division M A Date A M) 7 Zoning Board of Appeals 1600 Osgood Street North Andover MA 01845 Please be advised that I have agreed to waive the time constraifits for the North Andover Zoning Board of Appeals to make a decision regarding the granting:of-a arianc, Special Permit Comprehensive Permit(4013) Finding for property located at: STREET: e4q, S+/P e MAP: PARCEL: TOWN: A vt d l) /(-)K, &'A � TO MEETING DATE(S): 1-�-)--g NAME OF PETITIONER: c,Vo yd m P Signed: -n Petitionte'r(or petitioner', 4presentative) JAN e. iuu/ U1600 Osgood Street,North Andover,Massachusetts 01845 Y Phone 978.688.9541 Fax 978.688.9542 Web wwwjowaofnorthandover.com BOARD OF APPEALS