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HomeMy WebLinkAboutBuilding Permit #413 - 162 HILLSIDE ROAD 8/9/2000 -,Z/ Location No. � 3 Date MORTM TOWN OF NORTH ANDOVER o��...o ,•1ti0 � s ♦ i Certificate of Occupancy $ sACMU 5Et�' Building/Frame Permit Fee $ 2 Foundation Permit Fee $ Other Permit Fee $ n ,- TOTAL -- Check # I 4L, 71 Building Inspector y,�/ TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUILDING PERMIT NUMBER. DATE ISSUED: J C � SIGNATURE: Building Coritmissioner/12934ctor of Buildings Date SECTION 1-SITE INFORMATION I 0 1.1 Property Address: 1.2 Assessors Map and Parcel Number: Map Number Parcel Number _1�lo��h �ti�aver (YIA 017`(6- 1.3 Zoning Information: 1.4 Property Dimensions: t $Z 3 RqJ aS-000 a'��wu I b t) R9°� 170 pno,a;aP �P Zonis District Proposed Use Lot Areas Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Required— Provided Required Provided .3o 020 30 p 1.7 Water Supply M.G.L.C.40. 54) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: Public ❑ Private ❑ Zone Outside Flood Zone ❑ Municipal 0 On Site Disposal System 0 SECTION 2-PROPERTY OWNERSHENAUTHORIZED AGENT m 2.1 Owner of Record 00 M(LeK G. A lien o P is de 9d, Al. Audover , m q Name(Pn Address for Service: F).2$ 'Wignature Telephone 0 Z2 Owner of Record: 0 IVIG(. ell 162 ����S���G�� /U ANdoUer ,aA Q i,Name Print Address for Service: 0 ,Fq-�rz� m Signature Telephone SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable ❑ Licensed Construction Supervisor: O License Number Mn Address Expiration Date Signature Telephone 3.2 Registered Home Improvement Contractor Not Applicable ❑ 0 Company Name Registration Number Address r Expiration Date Signature Telephone SECTION 4-WORKERS COMPENSATION(M.G.L. C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yes.......❑ No.......❑ SECTION 5 Description of Proposed Work check all a Ucable New Construction ❑ Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Descriptionof Proposed Work: A x � 0 Add,Vi m otS otr c.4ac h ert ,plall. SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OF]qCIA,L,USE 014LY Completed by permit applicant 1. Building (a) Building Permit Fee D 1, 5oo. pO Multiplier 2 Electrical �o (b) Estimated Total Cost of O Construction / 3 Plumbing 9 110 Building Permit fee(a)x(b) 4 Mechanical HVAC 00 L So 5 Fire Protection I 0 6 Total 1+2+3+4+5 /p p , oo Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, as Owne orized Agent of subject property Hereby aorize to act on My f,in k1l r ers rela ve to work authorized by this building permit application. na e of Owner Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION J I> as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief Print Name Signature of Owner/A ent Date NO. OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TD4BERS lsr 2ND 3RD SPAN ' DM ENSIONS OF SILLS DI1vIENSIONS OF POSTS DINIE-NSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL,OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE i Town of North Andover o� No RTH + 6 O L Building Department o 27 Charles Street ` North Andover Massachusetts 01845 (978) 688-9545 Fax(978) 688-9542 �•9 °'#Arlo nPa�(5 SSACHUS� DEBRIS DISPOSAL FORM In accordance with the provisions of MGL c 40 s 54, and a condition of Building permit# the debris resulting from the work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL cl 1, s150a. The debris will be disposed of in/at: ;-• lith fsv n Coy,ka oto-Y s 01 &6dr Md Facility location igna ure of Applicant 4Ly I-�ao Date NOTE: A demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector. "ORTi, Town of North Andover ?`• "� ' Building Department p # Y 27 Charles Street North Andover, M.A. 01845 �,S•,���'�.g D. Robert Nicetta5,,c„„5e Building Commissioner (978) 688-9545 ..:(978) 688-9542 Fax HOMEOWNER LICENSE EXEMPTION Please print DATE 12 3 o Q JOB LOCATION 16Z— Number 6Z—Number Street Address Map lot "HOMEOWNER 614 g,03-1117 Name Home Phone Work Phone PRESENT MAILING ADDRESS J& 1:5,-de (10(, �Ndwil JIM Cit Town State Zip Code The current exemption for"homeowners"was extended to include owner-occupied dwellings of two units or less and to allow such homeowners to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. (State Building Code Section 108.3.5.1) DEFINITION OF HOMEWOWNER: Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two family dwelling,attached or detached structures ac- cessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other Applicable codes, by-laws, rules and regulations, The undersigned"homeowner"certifies that he/she understands the Town of No.Andover Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. HOMEOWNER'S SIGNATURE c APPROVAL OF BUILDING OFFICIAL ,::2 q e FAm/B�rkq t�Aik FORM - U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all-necessary approval/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and or landowner from compliance with any applicable requirements. APPLICANT &z&,.�. /lmlD PHONE g $ 6V j2,F ASSESSORS MAP NUMBER ( � LOT NUMBER SUBDIVISION LOT NUMBER STREET IIS h hl STREET NUMBER /(a, OFFICIAL USE ONLY RECONIlVIENDATIONS OF TOWN AGENTS Z01h'1 L,G-fZ5LQ DATE APPROVED C NSERVATION ADMINISTRATOR DATE REJECTED COMMENTS DATE APPROVED TOWN PLANNER DATE REJECTED COMMENTS DATE APPROVED FOOD INSPECT - DATE REJECTED DATE APPROVED SEPTIC SCT - TH DATE REJECTED COMMENTS PUBLIC WORKS—SEWER/WATER CONNECTIONS DRIVEWAY PERMIT DATE APPROVED FIRE DEPARTNIENT DATE REJECTED COMMENTS RECEIVED BY BUILDING INSPECTOR DATE -- ---- '4 -G------ 19'11--- - I 4-7�j i j --'67 — -3'S- - 5'4-- —47--� --- ----i --t - -----j-34'8------------�-- I f .......... ---�--�. �? CV Q '115'11 x 711 12'6 x 7'14`: 1 tV112" 27xI. flln- CLOSET i 2 '. 1 I EAMILY1 33'2 x 27' ! BEDROOM SO n' 197 x 18'9 CLOSET i t 000 2@x14'8 All � UP i l LIVINGARAR Ik --6'---�I --5'2—{ I�2'3 9' sq" 12'5-------—i - --- 915--- 3' 33'10 1 - 33'10 k 48' - - MORTGAGEPLOT PLAN EK SURVEY 3.��-� n �v 17 ROYAL STREET, LAWRENCE, MA, 01841 Tel. 508--975-141,3 &Z MORTGAGOR _ 99jn DEED REQ'. 7 PG. �4 ADDRESS OF PRINCIPLE BUILDING PIAN REE. 278/0 DATE Qp INSPECTION 44n_Zy Z.Or 7 'No.t3Z' t , 36, 1 , "ry ; I I WOOD p° 1 I LaTZ a° 00 ti L4-r t ao� i 30' /70.00 l�lLL�tt�' �Or917 TE: This mortgage inspeatlon was pn5pared �`� I FURTHER SATS THAT IN MY PH(IFZ=0NAL ►elflediy for tnortgags putpown and is not tO ©� r• a OPINION the pt(n le tltrut3j4re/sand ooca,sory rolled upon as a eurw % oC tat1RV y of tv HUDI:t � outbulldinus. jywwo 8tlr1-f reVoulblIty ftsr dwnaee No.3069 with. the oetbaak roc uk*msnts of the Incl lant:d by Myons other t do the bald cnortga o zoning w•dinanou. and that no enchrrfthmonLv I (tu utW" in eatmecutan filth Its �r '�fC15TC4V of ma)or knprowrtnenis i the r wayaaroae �rtgoge finMc" to said mortgagor. �`���NA! IRNO�JQ Pr'oiiwy lines except ou . RTIFICATION M. _ ■1. Prapsrty is not M a Flood tiaz Ar*& In corftl9tvtlon to bared on the itx�tlon of a�+y.markwv (:33. p� .a llbod.Ftc�ac4t'd J1t�q. athet'a, dnd dbos not rt pr"tnt a wiry,6 , ,foia lntormo on to Msufftalant tb Aetit rmkis now tiozard. dots shown oras not to he Ue d for pfhe e¢s�obit�sl►rn�mth of Flood R°� datetmInad �" A red" Mood Insurance)Party ilnue, Inguncs Rate Map I'artdS�9L'�-exaafdG ,tAORT#q Town of over 0 ...... 11% No. 413 - _ 0 C L_­Xw _ co dower, Mass., A1700 Aj C 0)�'A T E D Is, H BOARD OF HEALTH Food/Kitchen PERMIT. T D Septic System THIS CERTIFIES THAT...MAR �!! BUILDING INSPECTOR K MA.Yr*'*0JA.). v%" ........................... ....................... .................. Foundation has permission to erect...alBe ...)10a......1�d.11...... buildings an ...... W.4.......... mney Rough to be occupied as iJ.P.INj....BA 4_69.444. .....for.....S.11. .1%.... provided that the person accepting this permit shall in every respect conform to the terms of the appimicion on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Con uction of Buildings in the Town of North Andover. Male IZ441 4659% PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final ELECTRICAL INSPECTOR • UNLESS CONSTRUCTION STARRough ' ............. ............................................... Service BUILDING INSPECTOR Final 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. n+='�'. •...rym..;�:.. ._,e-r..: { ': '-s�-,k.u�:i:�eca. : r aa.:aa':ru:.s3.rwwx.,,r:,��=: s .;�..-,�->: a•�.,a::stt-".-zr. *21 dw idm`�,7 om Opp A41,1 1► ISI �\. .��,,,, s 1!1N4 ME gpgm IIS I Ili � '� , `, �G� � 1UG ���, �• • i • iii • � • • � • a i u ON-CENTER SPACING ;:Joists; Joist Simple Span Multiple Span Se:nesri_ Depth 12"o% 16"o/c 19.2"o/c 24"o/c 12"o/c 16"o/c 19.2"o% 24"o/c 9 1/2" 17'-0" 15'-7" 14'- 9" 13'-10" 18'-8" 17'-0" 16'- 1" 15'-0" 'SJ 150- _. . _.: " " 9 1/2" 17 9" 16'-3" 15'-4" 14'-4" 19'-5" 17'-9" 16'-9" 15'-8" 11 7/8" 21'-3" 19'-5" 18'-4" 17'- 1" 23'-2" 21'-2" 20'-0" SJ 250; = :_: " 14" 24'-2" 22- 1 20'-10" 191-6 26'-5" 24'-2" 21, 0, 16" 26'-11" 24'-6" 23'-2" 21'-0" 29'-5" 11 7/8" 22'-8" 20-8 19'-6" 18'-2" 24'-9.3 22'-7" 21'-3" 9'=9" :S&.366 Y 14" 25'-9" 23'-6" 22'-2" 20'-8" 28'-2" 25'-8" 24'-2" 19'=9" 16" 28'-7" 26'- 1" 24'-7" 22'-11" 31'-3" 28'-6" 11 7/8" 25'-7" 23'-4" 22'-0" 20'-6" 28'-0" 25'-6" 24'-0" 22'-4" SJ 550 14" 29'- 1" 26'-6" 24'-11" 23'-3" 31'-10" 28'-11" 27'-3" 25'-5" 16" 32'-3" 294" 27-8" 25'-9" 35-3" 32-- l" 30'-2" Notes: Joists with Web Stiffeners attached at interior supports ` ON-CENTER SPACING 1. Spans are based on glue-nailed sheathing. .lace# Joist Multiple Span Adhesive shall comply with specification r Se7aes Depth 12"o% 16"o/c 19.2"o% 24"o/c AFG-01 of the American Plywood 9 1/2" r SJ 150 µ Association. 11 7/8" 1 T-5" 9 1/2" b 2. Reduce spans 10"for nailed sheathing only. 11 7/8" 18'-8" SJ 250 14" 22'-9" 20'-4" 3. Spans are based on clear distance 16" 26-10" 25-4 201-4 between supports. Outermost spans in 11 7/8" 19'-10" multiple span applications shall be at least _ 360. 14" x 22'-7.. 40%of adjacent span. 16" 26-10" 23'-5" 4. Spans are based on 1 3/4"exterior reactions 11 7/8" without web stiffeners and 3 1/2" interior Si 560 14 ` reactions without web stiffeners. 16" E` 2S_9 5. The table extension above applies to joists with web stiffeners at interior supports or joists without web stiffeners when supports are a minimum of 5 1/4"wide 1 y al i Small gap. Joist Series Joist Depths Stiffener Nails (1/4'=6) SJ-150 9 1/2"& 11 7/8" 1/2"x 2 5/16"' 4-8d(clinched) 2"f 5!8"x 2 5116'" . 4=8d(clinched) , SJ-250 14"&.1.6". 5/8"x 2 5116"'. 5-8d(clinched), SJ-350 11 7/8" 1"x 2 5/16"' 4=8d 2" 14"& 16" 1"x 2 5/16"' 5-8d SJ-550 All depths. 2x4,(min)2: 4-10d . [Tight fit. Notes: 1. Use plywood or OSB rated sheathing with face grain parallel to long axis of the stiffener. O 1 Inn—1;A�.,,.,.,r.,....�...n•;nn I'�miJi.nr hnH..r —Willamette Industries, Inc. DOYLE LUMBER Engiribered Wood Products �^ PROJECT:McDermott E-Z talc (v3.07.02b) LOCATION:77 Summer St,Andover Ma 07/27/00 JOB NO.: DESIGNER:DDS SHEET: MARK Roof Beam Ridge Beam MEMBER SLOPE:0/12 Input reflects horizontal center to center spans. W1=700 plf LL=490 plf DL=210 plf Duration= 115% roof load TOTAL APPLIED LOAD,SHEAR AND MOMENT DIAGRAMS W1117.51 17.5' 6125# 267W# 6125# Maximum Reactions Support 1 Support 2 Dead Load: 1957 1957 Live Load: (DOL) 4288(115) 4288(115) %Allow. Maximum Allow. DOL-Control Shear: (Ibs) 43% 5293 12236 115%-Total Load Positive Moment: (ft-lbs) 67% 27318 40629 115%-Total Load Deflection LL Ratio TL Ratio Span: 0.43 1/483 0.63 1/332 EI=2389 x 106 *** USE DOUBLE 1.75 x 16 INCH StrucLam(2.0E)*** Min end bearing length=2.54 in. Support bearing length requirements must be checked separately. Continuous lateral support required at top edge. Lateral support required at bearings for bottom edge. The products noted are intended for interior use,normal temperatures,untreated applications and must be installed in accordance with local building code requirements and Willamette Industries,Inc.recommendations. This calculation reflects the specific design information and product determination for engineered wood products manufactured by Willamette Industries,Inc. The loads,spans and spacings have been provided by others and all information noted should be carefully examined and verified for the accuracy and suitability of all design parameters and product selections. Willamette Industries, Inc. DOYLE LUMBER -�Engineered Wood Products PROJECT:McDermott E-Z Calc (v3.07.02b) LOCATION:77 Summer St,Andover Ma 07/31/00 JOB NO.: DESIGNER:DDS SHEET: MARK Floor Beam garage door header Input reflects horizontal center to center spans. W1=1480 plf LL=0 plf DL=80 plf Duration=100% ext wall load LL=490 plf DL=210 plf Duration=115% roof load LL=560 plf DL=140 plf Duration=100% floor load TOTAL APPLIED LOAD,SHEAR AND MOMENT DIAGRAMS Wlp8.257 18.25' 1 X58 >t�a s1s1s'a Maximum Reactions Support 1 Support 2 Dead Load: 4133 4133 Live Load:(DOL) 9581 (115) 9581 (115) %Allow. Maximum Allow. DOL-Control Shear:(Ibs) 56% 11460 20648 115%-Total Load Positive Moment:(ft4bs) 82% 62573 75930 115%-Total Load Deflection LL Ratio TL Ratio Span: 0.52 1/425 0.74 1/297 EI=5103 x 106 * USE TRIPLE 1.75 x 18 INCH StrucLam(2.0E) Min end bearing length=3.73 in. Support bearing length requirements must be checked separately. Continuous lateral support required at top edge. Lateral support required at bearings for bottom edge. The products noted are intended for interior use,normal temperatures,untreated applications and must be installed in accordance with local building code requirements and Willamette Industries,Inc.recommendations. This calculation reflects the specific design information and product determination for engineered wood products manufactured by Willamette Industries,Inc. The loads,spans and spacings have been provided by others and all information noted should be carefully examined and verified for the accuracy and suitability of all design parameters and product selections. Willamette Industries, InC. DOYLE LUMBER Engineered Wood Products PROJECT:McDermott E-Z Calc (v3.07.02b) LOCATION:77 Summer St,Andover Ma 07/31/00 JOB NO.: DESIGNER: DDS SHEET: MARK Floor Beam door header TRIB.: 1 ft. Input reflects horizontal center to center spans. W1=80 plf LL=0 plf DL=80 plf Duration=100% P1=6245 lbs @ 9.167 ft. LL=4288 pif DL=1957 plf Duration=100% ridge beam load TOTAL APPLIED LOAD,SHEAR AND MOMENT DIAGRAMS P1 Wlf'18.33°l 18.33' 38M 3855# 31983'# Maximum Reactions Support 1 Support 2 Dead Load: 1876 1876 Live Load:(DOL) 2144(100) 2144(100) %Allow. Maximum Allow. DOL-Control Shear: (Ibs) 28% 3905 13965 100%-Total Load Positive Moment:(ft-lbs) 79% 32765 41303 100%-Total Load Deflection LL Ratio TL Ratio Span: 0.4 1/555 0.68 1/323 EI=2401 x 106 *** USE TRIPLE 1.75 x 14 INCH StrucLarn(2.0E)*** Min end bearing length=1.5 in. Support bearing length requirements must be checked separately. Continuous lateral support required at top edge. Lateral support required at bearings for bottom edge. F The products noted are intended for interior use,normal temperatures,untreated applications and must be installed in accordance with local building code requirements and Willamette Industries,Inc.recommendations. This calculation reflects the specific design Information and product determination for engineered wood products manufactured by Willamette Industries,Inc. The loads,spans and spacings have been provided by others and all information noted should be carefully examined and verified for the accuracy and suitability of all design parameters and product selections. illamette Industries, Inc. DOYLE LUMBER Engineered Wood Products E-Z b• PROJECT:McDermott alc (v3.07.02b) LOCATION:77 Summer St,Andover Ma 07/31/00 JOB NO.: DESIGNER:DDS SHEET: MARK Floor Beam window header Input reflects horizontal center to center spans. W1=80 plf LL=0 plf DL=80 plf Duration=100% ext wail load TOTAL APPLIED LOAD,SHEAR AND MOMENT DIAGRAMS W1(143 14• 5604 560I< IN" Maximum Reactions Support 1 Support 2 Dead Load: 615 615 Live Load:(DOL) 0 (90) 0 (90) %Allow. Maximum Allow. DOL-Control Shear. (Ibs) 10% 547 5536 90%-Total Load Positive Moment: (ft-lbs) 19% 2153 11431 90%-Total Load Deflection LL Ratio TL Ratio Span: 0.0 1/9999 0.17 1/1017 El=462 x 106 *** USE DOUBLE 1.75 x 9.25 INCH StrucLam(2.OE)**"` Min end bearing length=1.5 in. Support bearing length requirements must be checked separately. Continuous lateral support required at top edge. Lateral support required at bearings for bottom edge. The products noted are intended for interior use,normal temperatures,untreated applications and must be installed in accordance with local building code requirements and VVillamette Industries,Inc.recommendations. This calculation reflects the specific design information and product determination for engineered wood products manufactured by Willamette Industries,Inc. The loads,spans and spacings have been provided by others and all information noted should be carefully examined and verified for the accuracy and suitabirdy of all design parameters and product selections. Willamette Industries, Inco DOYLE LUMBER Engsneered Wood Products PROJECT:McDermott E-Z Calc (v3.07.02b) LOCATION:77 Summer St,Andover Ma 07/27/00 JOB NO.: DESIGNER:DDS SHEET: MARK Floor Beam beam to support post down of ridge TRIB.: 1 ft. Input reflects horizontal center to center spans. W1=1 pif LL=0 plf DL=1 plf Duration=100% roof load P1=6245 lbs @ 14 ft. LL=4288 pif DL=1957 pif Duration=100% ridge point load TOTAL APPLIED LOAD,SHEAR AND MOMENT DIAGRAMS P1 W1(28'1 28. 3136# 3136# 4381 rtt Maximum Reactions Support 1 Support 2 Dead Load: 1314 1314 Live Load:(DOL) 2144(100) 2144(100) %Allow. Maximum Allow. DOL-Control Shear:(Ibs) 19% 3422 17955 100%-Total Load Positive Moment: (ft-lbs) 70% 46064 66026 100%-Total Load Deflection LL Ratio TL Ratio Span: 0.66 11506 1.03 1/325 EI=5103 x 106 USE TRIPLE 1.75 x 15 INCH StrucLam(10E)*** Min end bearing length=1.5 in. Suppqrt bearing length requirements must be checked separately. Continuous lateral support required at top edge. Lateral support required at bearings for bottom edge. The products noted are intended for interior use,normal temperatures,untreated applications and must be installed in accordance with local building code requirements and Willamette Industries,Inc.recommendations. This calculation reflects the specific design information and product determination for engineered wood products manufactured by Willamette Industries,Inc. The loads,spans and spacings have been provided by others and all information noted should be carefully examined and verified for the accuracy and suitability of all design parameters and product selections. I , I i I I , I A i i r j I r r r , • I ' I r j I I l , I , , r i I ; I 1 , , I I ; iI y I ' ! ' I j I i r I I ! I ' I Y ! i I , , I I i i r I r - i a I ' r i r I I I : f ' ! ' i I i : I Y _.. 00 1 I I ! I + I r I I — I I ' r r I I : , I I I , I I 1 I , I : s r I . 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