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HomeMy WebLinkAboutMiscellaneous - 1465 Forest Street r 0-0000-L000-EFOW LZ 13381S 1S3bOJ 9W North Andover Board of Assessors Public Access Page 1 of 1 NORTH North,And vier Board of s,pessors. ,SSACMUSES improperty Record Card Click Seal To Return Parcel ID :210/105.B-0007-0000.0 FY:2015 Community : North Andover SKETCH PHOTO Click on Sketch to Enlarge Click on PhototoEnlarge Search for Parcels Search for Sales Summary Residence Detached Structure Condo 1465 FOREST STREET EXT. Commercial Location: 1465 FOREST STREET EXT. Owner Name: SHINNERS,JOHN W C/O PATRICK D.DELLO RUSSO Owner Address: 1465 STONECLEAVE RD City: BOXFORD State: MA Zip: 01921 Neighborhood:5-5 Land Area: 1.51 acres Use Code: 101-SNGL-FAM-RES Total Finished Area: 2912 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 572,500 599,000 Building Value: 368,900 399,800 Land Value: 203,600 199,200 i Market Land Value: 203,600 Chapter Land Value: LATEST SALE Sale Price: 1 Sale Date: 04/02/1996 Arms Length Sale Code:F-NO-CONVNIENTGrantor: SHINNERS, KATHLEEN Cert Doc: Book: 04472 Page: 0027 http://csc-ma.us/PROPAPP/display.do?linkld=2622419&town=NandoverPubAcc 4/29/2015 Location 141k- No. { �z-C) Date L MORTN TOWN OF NORTH ANDOVER 3? OL + • + i Certificate of Occupancy $ CMUs Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ { ti Check # 15464 Building Ins Oor TO O OR 'II A- — BUILDING DEPARTMENT APPLICATfl .N T9.CQNSTRUC`r REPAIR,,REN06!ATE, OR DEIvIOLISIi A ONE.OR TWO:FAMII;Y DWELLING MW wNOW �_ all r. _ P.SECTION PERMIT NITIl�YBER' :O DATE ISSUED. e O ZI CS SIGNATURE C Buildin Comlliissioner/I for of Buildings Date -SITE MFOIBNIATION erty Address: 1.2 Assessors Map and Parcel Number: `ars s i •� few -f �� ®�� 7 Map Number Parcel Number 1.3 Zoning &imatton 1.4 Property Dupenstohs fes' Res l ✓i'� �:s'/� /ate /8/. 37 x Zonis District Pt aSed.Use.: JV, .1.6 ` Fronta a(R-'. .1.6 BUILDING SETBACKS ft Front.Yard... Side Yard' Rear Yard Required Provide R red Provided Required Provided Water Supply M GI C.40. 34) 1.3. Flood lone Info�matmn 1.8 Sewetagb Disposal System -tic ❑ Private ZAne Outside Flood pone Municipal ❑ On Site Disposal System S CTION 2-PROPERTY OWNEROPMED AGENT" 2.1 Owner of Record �� �►'-l�$" 0/1PCIC/�ur tea' Name(Pri t) Address for Service G� 78— 887— X 7 7 oxf:--or WL�s Sipnatu Telephone 2.2 Owner of Record: Name Print Address for Service: z Suture Tt le hone S TION 3-CONSTRUCTION SERVICES . 3.1 Licensed Construction Supervisor: Not Applicable ❑ SoKn W S14ir /Iel?S �icensed Construction Supervisor: License Number 1"145- S?o�� �r>}v�. /2�axF�2�t, ,�mf�; �;�1s) a Wdress /8 4 o o Expiration.Dike ip ire. Telephone .2 Registered Home Improvement.Contractor Not Applicable ❑ onnpany Name / `9 ^l 8 ( � toe /f Registration dNumber j Less 71_ expiration atetur Telephone i SECTION 4-WORKERS COIIIPENSATION (IV G.L C 152 § 25c(4) 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. Si ned affidavit Attached Yes .. No ❑ SECTION,5 Deseritt6Tt bf Prn *d Work-,check a➢1 a Lcable New Construction ❑ Ekistitig Building ❑ Repai(s) ❑ Alterations(s) ❑ .Addition Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: C On sTeu e l /111X a a lfn c%sed c,/ �X7e,4 d Roo/' !welt eXi.rT•�?.s Si'Jc �o�c�G err rT�i/ } s� C✓! .OoO/L MW ek-/J i �✓G�2 /' o dU e 0 0✓r'l. / /�.s .C SECTION 6-ESTIlbIATED CONSTRUCTION=COSTS' Item Estimated Cost(Dollar)to be ° t Completed:b unit applicant 1. Building (a) Butldug Permit Fee '' l'O.S00 a Iviulh`tier , 2 Electncal {b){Estimated Total`Cost of /3��. . Q Construction ' �`� o Q g), 3 Plumbir< :Buildmg.Permit fee(a); (t,) 93 4 Mechanical HZIAC .I 5 Fire Protection. 6 .. Total 1+2+3+4+5 % 00.0 Check uiiber SECTION 7a OWNER._AUTHORIZATION TO BE'COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, as Owner/Authorized Agent of subject property Hereby authorize to act on My behalf,in all matters relative to work authorized by this building permit application. Signature of Owner Date SECTION�^7b OWNER/AUTHORIZED AGENT DECLARATION L(J- --Sxhi I n ela s as eer 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 O W, Ellin r7 e2 Print Nam!/ Si A. 0wrier/A ent DateNO. RIES SIZE BASEMENT OR`SLAB SIZE OF FLOOR TJMBERS1 2 3 SPAN DIMENSIONS..OF SILLS. DIMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X N IATERIAL OF CHIN tNEY IS BU LDING ON SOLID OR FILLED LAND l IS isuZl DING CONNECTED i0 NATURAL Gt1S LIr - -- -- L4,00 0 3 Se�sa le Itk - FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *****************************APPLICANT FILLS OUT THIS SECTION*********************** APPLICANT i�• N/ C r2,� p �) O R ✓I11 HONE K - 9�8 8 7 �77g LOCATION: Assessor's Map Number /©�, (3 PARCEL Chad SUBDIVISION LOT(S) STREET ��7�GS Fae�S i 5j ST. NUMBER/5'G s *****************************************OFFICIAL USE . ONLY*********************************** PCORECOMN ATION F TOWN AGENTS: TION AD. INISTRATOR DATE APPROVED DATE REJECTED COMMENTS TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS j I FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS , 11 ♦ .r Gw i- PUBLIC WORKS - SEWERIWATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR DATE Revised 9\97 im ' HANCOCK SURVEY ASSOCIATES, INC. ; 235 Newbury Street, Route 1 North SHEET NO. OF DANVERS, MASSACHUSETTS 01923 CALCULATED HV <' DATES% 1 (508) 777-3050 (617) 662-9659 (508) 352-7590 (508) 283-2200 CHECKED BY \ DATE V SCALE A ? �. L� e4 ZE c�JC_ a�,.� .Lir'.t....:. c.i �...,, Jl...• --....:, �:� r:_._i �-... :_ , �STEEE—r 77 TiM' �C�V�ti/- �/GY�D,Bcv��! �J-C.,�STTGUCT7OrtJ _ ;u �cav� -aisas .� : YsN _ LUT 3_- o, i Si EXT, ��LJO_vE, 2 IU — - ,rT : Jimllv T _ MEL V/n/ ��VSTi9 E� C��ecxc kfcvgv,2y lNoet��v �/ a GT7OA.,J .. . ......... H--o? 5 v Aj A-/Yj Cig L 47 LEV.4770&/S .. ........... . % FS EZ�YA77o�/ l�E/P77OA-) 3 34 Ido 18 Z t t�1 C� t� l� M O t L' T i 13�, �$ 232 137,clo"' (131,57-) NOU- E OUT-. 90 _ 4,11- ►3�, b3 (1361z5) sl r Ov7-LET 4 �3�,4g SBM 133 141:81 Nn L 5,9(� 135 82 : (� s44) 13 13s.�8 (/ s,3o) rj Box CJT(_t_ 1. (uPPE x, 14 f35 .ra7 (13�,Z9 D BW OUTL� Lodz l2 Z8 135.53 �1 . lS P,T ) N L� 1 vPt�E2� POPOP PIPE81�s 133,oc� (i�z.�S) . Pi . t1A ET- _:. c ocv�►2) ( �_c,or'2r::,spaj-I Ki(1- Lr- .Lr- --10 K_I -4 � , 48 To P oF FOv,..(IDP,T)a�j PRODUCT US625-1 ' JOB—:'� HANCOCK SURVEY ASSOCIATES, INC. 235 Newbury Street, Route 1 North SHEET NO.— OE DANVERS; MASSACHUSETTS 01923 ' Jq CALCULATED BY— `•�"��-�� DATE — (508) 777-3050 (617) 662-9659 (508) 352-7590 (508) 283-2200 CHECKED BY DATE SCALE i✓. L� •.)a_— �.—(.,. 41 3 r.P S� r',L .... _ . e t..,j ._._... 10 f3 6D ... _. / ' TJ!�� LCIl67 _ .. . A .... ....... .. .:.......... .....:... ..............r. .. :. ..... .....:..... ...... .. J a TEs IS71-}E/;!' 3Z s moo' 4)4 P/q7 , z.. 3.x!5, lu- 31 33 PRODUCT DS625-1 n B C 3 E F The Commonwealth of Massachusetts # Department of Industrial Accidents Office of Investigations Boston, Mass. 02119 Workers'Compensation Insurance Affidavit Please Print Name: Location: S7 ez%1 City 1 d d B U e 2_ �'/� • Phone am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. Company name: Address City: Phone#: Insurance Co._ Policy_# Company name: Address City: Phone#: Insurance Co Policy# Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of($100.00)a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do herby certify undert p ins and penaRi f perjury that the information provided above is true and correct. Signature Date G i Print name l�J �� �2 -�' Phone#—,9 7 7 1 Official use only do not write in this area to be completed by city or town official' ij Building Dept , ❑Check if immediate response is required Building Dept p Licensing Board h p Selectman's Office 1 Contact person: Phone#: E3 Health Department 0 Other � i I FORM WORKMAN'S COMPENSATION i i o M / axlo 12 TclZS tLVI-s piy r� 91 SSR �I Yoe)of X/o s G Ya f To', S h n u z-z.i TT�bb �; � 'lam � _ �/�1�c✓_ _ I r.� 3-fix(. {IeAl�irs r i �.�000 lbs 0 _._..._ _ foe so r' Arc A ! `41 (3onr�)S (� L►6 in3" axG No►c._ i � r i Co (fXi STr q{' Gr'r-{Jc, �l 1 conc. nJ _A_6 .tet-uc I oo a�1►r;caS Ole. CBCT SpF1iL I��lc� �ll�orZ /��anr. C)YN F ac )I 13Cx 016C Pf 4-.o,lj G" oC • 7^r FCo e4. Of. Z.rk__ �oARc�S pis S blYwdo Q,-CK GljcdnA;Icj QRZ N (2n '*•2 S fewI�r�raf HCl` L1s"s19 . I I I C� WA5e2S Sijnp w rr - �- N LV Ls 5 ` fyiETi n � 3 Sc�,v� �nclos�� �o2C- h To VIA 0 N�J �� ��inrlers L oT a COres:r _- V✓�S-fSide, hov�e. - 3 1, y. 3 X3 7 77— ; i _ eX1$7i11teen i .. ��-/i�/►P�S — WeST Si�� c) o �l:I ' la1 VI Ilz wrn v n C7 tial%;r;ILI- kn1 T :mat/ �� /lC d ) %�v!r// s IA-1 �' 19 d i 3 rr�4J 7.77 o)Ott r Lj 5 o `i 9 0 • O.C. - spacing ***THREE STAR ** 12" 16'-8" 19'-10" 22'-7" 17'-4" 20'-8".; 23'-6" 26-1" 22'-5" 25'-5" 28'-2" 25'-9" 29"-2" 32'-4" 364" 38'-3" 16" 15'-2" 18'-1" 20'-7" 15'-1 Cfi 18'-10" 21'-5" 23'-10" 20'-5" 23'-2" 25'-8" 23'4" 26-6" 29'4" 32'-1" 34.4- 19.2" 14'-4" 17'-1" 19'-5" 14'-1 17'-10" 20'-3" 22'-5" 19'-3" 21'-10" 24'-2" 22'4" 24'-11" 27'-7" 30'-2" 32-4- 24" 13'-4" 15-11" 18'-1" 13'-1 "t 16-T. 18'-10" 19'-10" 17'-10" 19'-7" 19'-10" 20'-5" 23'-2" 25'-8" 28'-0" 30'-4" 32" 12'-2" 14'-4" 14'8" 12'8' i 14'-8 14'-8" 14'-10" 14'-8" 14'-8" 14'-10" 18"-4" 20'-2" 20'-3" 24'-8" 25'-6" ****FOUR STAR **** 12" 11'-6" 15-6" 17'4" 11'-6" "16-2" 18'-5" 20'-5" 17'-6" 19'-11" 22'-1" 20'-1" 22-10" 254" 2T-7" 29'-11" 16" 11'-6" 14'-1" 16-1" 11'-6" '.1.14'4" `'. 16'-9" 18'-7" 15'-10" 18'-1" 20'-0" 18'-2" 20'-8 22'-10" 25'-0" 27'-1" 19.2" 10'-0" 13'-3" 15--l" 10'-0" ;+13'-10 15'-9" 1T-6" 14'-11" 1T-0" 18'-10" IT-O" 19'-4" 21'-5" 23'-5" 25'-5" 24" 10'-0" 12"-4" 14'-0" 10'-0" ;12'-10 14'-7" 16'-2" 13'-10" 15'-9" 17'S" 15'9" 17' 11" 19'-10" 21'-8" 23'-6" 32" 9'-4" 11'-1" 12'-9" 9'-9" ';;11'-6" '> 13'4" 14'-8" 12'-4" 14'4" 14'-10" 14'-1" 16'-2" 17'-11" 19'-7" 21'-2" * CODE APPROVED* 12" 18'-5" 21'-11" 24'-11" 19'-2" 22'-11" 26-0" 28'-10" 24'-9" 28'-1" 31'-2" 28'-6" 32'-4" 35'-9" 39'-1" 42'-3" 16" 16-10" 20'-0" 22'4" 17-6" 20'-11" 23'-9" 26-4" 22'-7" 25-8" 28'-5" 25'-11" 29'-4" 32'-6" 35'-6" 38'-5" 19.2" 15-11" 18'-11" 21'-2" 16-7" 19'-9" 22'-5" 24'-10" 21'4" 24'-2" 24'-10" 24'-4" 27'-8" 30'-7" 33'-5" 36'-2" 24" 14'-9" 17-0" 18'-11" 15'-5" 18'-4" 19'-7" 19'-10" 19'-7" 19'-7" 19'-10" 22'4" 25'-8" 27'-2" 31'-1" 33'-7" 32" 12'-5" 14'-5" 14'4" 13'-6" 14'-8" 14'4" 14'-10" 14'-8" 14'4" 14'-10" 20'-0" 20'-2" 20'-3" 24'4" 25'-6" • Table values assume that sheathing is glued Table values assume minimum bearing *** Live Load deflection limited to U480. and nailed to the joists. lengths without web stiffeners for joist depths of 16 inches and less. 18 and 20 inch joists **** Live Load deflection limited to U960 to vi • Table values represent the most restrictive of require web stiffeners. provide a floor that is much stiffer for simple or multiple span applications. the more discriminating purchaser. This table was designed to apply a broad Table values are based on residential floor range of applications. It may be possible to * Live Load deflection limited to 0360 loads of 40 PSF live load and 10 PSF dead exceed the limitations of this table by as allowed by the building code. load. analyzing a specific application with the BC • Table values are the maximum allowable Calc software. clear distance between supports. .7777777 a, The performance of a floor is a matter of opinion,the To improve the performance of a floor "feel" that might be acceptable to one person may not be system,a designer will frequently change acceptable to another. Many factors affect the perceived' the deflection criteria from L/360 to L/480 performance of a floor system, some of them are: or higher. One way to accomplish this is by reducing the on-center spacing of the joist. • The depth of the joist The load capacity of the joist system will be • Continuous or simple spans increased but the "feel" of the floor system • Decking and flooring material will not be significantly changed. The • Gluing and nailing the decking stiffness of a floor system is significantly • On-center spacing of the joist system increased and the vibration is reduced by • Lack of drywall attached to underside of joist increasing the joist depth.To illustrate this, • Level bearings see the BCI span table above. • Location of walls and furniture 30a' tuI V 2900 Fb SP and 2880 Fb DF ( 100%) KEY TO TABLE: Top figure=Allowable Total Load(plf) Middle figure=Allowable Live Load (plf) Bottom figures=Minimum Required Bearing Length at End/Intermediate Supports(inches) Design 13/4"Width-2900 Fb SP 31/2"Width-2800 Fb DF I 51/4"Width-2800 Fb DF Span (it) 71/2" 91/2 117/8" 14" 16"(8) 18't8f 91/2" I 117/8" I 14" 16" 18" 912" 117/8" j 14" I 16" 18" 6 776 1082 1450 1827 2232 2698 2127 28503591 4388 5304 3190 4275 5387 6583 7956 762 1.6/3 2.2/3 2.9/3.7 3.7/4.6 4.5/5.6 5.5/6.8 2/3 2.7/3. 3.4/4.3 4.2/5.2 5.1/6.3 2/3 2.7/3.4 3.4/4.3 4.2/5.2 5.1/6.3 8 479 759 996 1229 1469 1731 1493 19582416 2887 3404 2239 2938 3624 4331 5106 322 724 - - - - 1447 - - - 2171 - 1.5/3 2.1/3 2.7/3.4 3.3/4.2 4/5 4.7/5.8 1.9/3 2.5/3.1 .1/3.9 3.7/4.6 4.3/5.4 1.9/3 2.5/3.1 3.1/3.9 3.7/4.6 4.3/5.4 10 243 518 758 925 1093 1273 1000 1491 1819 2150 2504 1500 2236 2728 3225 3756 165 370 724 - 741 1447 - - 1111 2171 - - 1.5/3 1.8/3 2.6/3.2 3.1/3.9 3.7/4.6 4.3/5.4 1.6/3 2.4/ 2.9/3.6 3.4/4.3 4/5 1.6/3 2.4/3 2.9/3.6 3.4/4.3 4/5 11 182 413 652 823 969 1124 825 1260 1618 1906 2211 1237 1890 2428 2858 3316 124 278 544 - - - 557 1087 - - 835 1631 1.5/3 1.5/3 2.4/3 3.1/3.8 3.6/4.5 4.2/5.2 1.5/3 2.2/3 2.8/3.6 3.4/4.2 3.9/4.9 1.5/3 2.2/3 2.8/3.6 3.4/4.2 3.9/4.9 12 139 317 547 741 870 1006 635 1057 1444 1711 1979 952 1585 2167 2567 2968 95 214 419 686 - - 429 837 1372 - - 643 1256 2058 1.5/3 1.5/3 2.2/3 3/3.8 3.5/4.4 4.1/5.1 1.5/3 2/3 2.8/3.5 3.3/4.1 3.8/4.8 1.5/3 2/3 2.8/3.5 3.3/4.1 3.8/4.8 13 109 248 465 636 789 910 497 899 1229 1552 1791 746 1348 1843 :32 28 2686 75 169 329 540 - 337 659 1079 - 506 988 1619 1.5/3 1.5/3 2.1/3 2.8/3.5 3.5/4.4 4/5 1.5/3 1.9/3 2.6/3.2 3.2/4 3.7/4.7 1.5/3 1.9/3 2.6/3.2 /4 3.7/4.7 14 86 198 390 547 705 831 396 774 1058 1363 1635 595 1160 1587 2045 2452 60 135 264 432 645 - 270 527 864 1290 - 405 791 1296 1935 1.5/3 1.5/3 1.9/3 2.6/3.3 3.4/4.2 4/4.9 1.5/3 1.7/3 2.4/3 3.1/3.8 3.7/4.6 1.5/3 1.7/3 2.4/3 3.1/3./8 3.7/4.6 15 70 160 316 476 614 764 321 632 920 1186 1483 481 949 1380 1778 2224 49 110 214 351 524 747 220 429 703 1049 - 329 643 1054 1573 1.5/3 1.5/3 1.6/3 2.4/3 3.1/3.9 3.9/4.9 1.5/3 1.5/3 2.2/3 2.9/3.6 3.6/4.5 1.5/3 1.5/3 2.2/3 2.9/3.6 3.6/4.5 16 57 131 259 418 538 673 263 519 807 1040 1301 394 779 1210 1560 1952 40 90 177 289 432 615 181 353 579 864 1230 271 530 868 1296 1846 1.5/3 1.5/3 1.5/3 2.3/3 2.9/3.7 3.7/4.6 1.5/3 1.5/3 2.1/3 2.7/3.3 3.3/4.2 1.5/3 1.5/3 2.1/3 2.7/3.3 3.3/4.2 17 47 108 215 355 476 595 218 431 711 920 1151 327 647 1067 1380 1726 34 75 147 241 360 513 151 295 483 720 1026 226 442 724 1081 1539 1.5/3 1.5/3 1.5/3 2.1/3 2.8/3.5 3.5/4.3 1.5/3 1.5/3 2/3 2.5/3.2 3.1/3.9 1.5/3 1.5/3 2/3 2.5/3.2 3.1/3.9 18 39 91 180 298 424 530 282 362 597 819 1025 273 542 896 1228 1537 23 64 124 203 303 432 127 248 407 607 864 191 372 610 910 1296 1.5/3 . 1.5/3 1.5/3 1.8/3 2.6/3.3 3.3/4.1 1.5/3 1.5/3 1.7/3 2.4/3 3/3.7 1.5/3 1.5/3 1.7/3 2.4/3 3/3.7 19 32 76 152 252 379 475 153 306 506 733 918 230 459 759 1100 1377 24 54 105 173 258 367 108 211 346 516735 162 316 519 774 1102 1.5/3 1.5/3 1.5/3 1.7/3 2.5/3.1 3.1/3.9 1.5/3 1.5/3 1.6/3 2.3/3 2.8/3.5 1.5/3 1.5/3 1.6/3 2.3/3 2.8/3.5 20 27 65 130 215 324 428 130 261 432 649 827 196 391 648 974 1240 21 46 90 148 221 315 93 181 296 442 630 139 271 445 664 945 1.5/3 1.5/3 1.5/3 1.5/3 2.2/3 2.9/3.7 1.5/3 1.5/3 1.5/3 2.1/3 2.7/3.3 1.5/3 1.5/3 1.5/3 2.1/3 2.7/3.3 22 20 48 96 160 241 346 96 193 321 484 681 144 290 482 726 1021 15 35 68 111 166 237 70 136 223 332 473 104 204 334 499 710 1.5/3 1.5/3 1.5/3 1.5/3 1.8/3 2.6/3.3 1.5/3 1.5.13 1.5/3 1.7/3 2.4/3 .1.5/3 1.5/3 1.5/3 1.7/3 2.4/3 24 14 36 73 122 184 265 72 146 245 370 531 108 220 367 555 796 12 27 52 86 128 182 54 105 172 256 365 80 157 257 384 547 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 2.2/3 1.5/3 1.5/3 1.5/3 1.5/3 2.1/3 1.5/3 1.5/3 1.5/3 1.5/3 2.1/3 26 10 27 56 94 143 206 55 113 190 288 414 82 169 285 432 621 9 21 41 67 101 143 42 82 135 201 287 63 124 202 302 430 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 1.9/3 1.5/3 1.5/3 1.5/3 1.5/3 1.8/3 1.5/3 1.5/3 1.5/3 1.5/3 1.8/3 8 21 44 74 113 163 42 88 149 227 328 63 132 224341 492 28 8 17 33 54 81 115 34 66 108 161 230 51 99 162 242 344 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 1.6/3 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 6 16 34 59 90 131 33 70 119 182 264 49 105 179 273 396 30 6 14 27 44 66 93 27 54 88 131 187 41 80 132 197 280 1.5/3 1.5/3 1.5/3 1.5/3 1 1.5/3 1 1.5/3 1.5/3 1.5/3 1 1.5/3 1 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 1. Total Load values are limited by shear,moment or deflection equal to 0240. Total Load 6. Table values for Minimum Required Bearing Lengths are based on the allowable compression values are the capacity of the beam in addition to its own weight. design value perpendicular to grain for the beam and the Total Load value shown. Other 2. Live Load values are limited by deflection equal to U360. design considerations,such as a weaker support material,may warrant longer bearing 3. Both the Total Load and Live Load values must be checked. Where a Live Load value is not lengths. Table values assume that support is provided across the full width of the beam. shown,the Total Load value will control. 7. Double,triple or quadruple the Total Load and Live Load values to size 2-ply,3-ply or 4-ply beams. Double the 31/2"Width values to size 7 inch wide,single-ply beams. Minimum 4. Table values apply to either simple or multiple span beams. Span is measured center to Required Bearing Lengths remain the same for any number of plies. center of supports. Analyze multiple span beams with the BC Calc software if the length of any span is less than half the length of an adjacent span. 8. 13/4 inch members deeper than 14 inches are to be used as multiple-ply beams only. 5. Table values assume that lateral support is provided at each support and continuously along g. This table was designed to apply to a broad range of applications. It may be possible to the compression edge of the beam. exceed the limitations of this table by analyzing a specific application with the BC Calc software. 31 2900 Fb SP and 2800 Fb DF 4I 15%j Snow Lead KEY TO TABLE: Top figure=Allowable Total Load(plf) Middle figure=Allowable Live Load (plf) Bottom figures=Minimum Required Bearing Length at End/Intermediate Supports(inches) Design 13/4"Width-2900 Fb SP 31/2"Width-2800 Fb DF 51/4"Width-2800 Fb DF Span A 71/4" I 91/2" I 117/8" 14" 16"1e1 1 18"01 91/2" 117/8" j 14" I '16" 18" 91/2" I 117/8" I 14" I 16" 18" 6 893 1245 1668 2102 2568 3104 2447 3279 4132 5049 6102 3671 4919 6198 7573 9153 - - - - - - - - - - - - - - - - 1.8/3 2.5/3.1 3.4, 4.3/5.3 5.2/6.5 6.3/7.8 2.3/3 3.1/3.9 3.9/4.9 4.8/6 5.8/7.3 2.3/3 3.1/3.9 3.9/4.9 4.8/6 5.8/7.3 8 560 874 1146 1414 1690 1992 1718 2254 2780 3323 3917 2577 3381 4171 4984 5875 482 - - - - - - - - - - - - - 1.5/3 2.4/3 3.1/3.9 3.8/4.8 4.6/5.7 5.4/6.7 2.2/3 2.9/3.6 3.5/4.4 4.2/5.3 5/6.2 2.2/3 2.9/3.6 3.5/4.4 4.2/5.3 5/6.2 10 326 596 872 1065 1258 1466 1151 1716 2094 2474 2882 1727 2574 3140 3711 4323 247 556 - - - 1111 - - 1667 - - 1.5/3 2/3 3/3.7 3.6/4.5 4.3/5.3 5/6.2 1.8/3 2.7/3.4 3.3/4.2 4/4.9 4.6/5.8 1.8/3 2.7/3.4 3.3/4.2 4/4.9 4.6/5.8 11 244 492 751 947 1116 1294 1450 1863 2194 2545 1425 2176 2795 3290 3817 186 418 - - - - 835 - - - - 1253 - - - - 1.5/3 1.8/3 2.8/3.5 3.5/4.4 4.2/5.2 4.8/6 1.7/3 2.6/3.2 3.3/4.1 3.9/4.8 4.5/5.6 1.7/3 2.6/3.2 3.3/4.1 3.9/4.8 4.5/5.6 12 187 412 630 853 1002 1158 797 1217 1663 1970 2278 1195 1826 2494 2955 3417 143 322 628 - - 643 - - - - 965 - 1.5/3 1.7/3 2.6/3.2 3.5/4.3 4.1/5.1 4.7/5.9 1.5/3 2.3/3 3.2/4 3.8/4.7 4.4/5.5 1.5/3 2.3/3 3.2/4 3.8/4.7 4.4/5.5 13 146 333 536 732 909 1048 666 1035 1415 1787 2062 999 1553 2123 2681 3092 112 253 494 - - - 506 988 - 759 1482 - - - 1.5/3 1.5/3 2.4/3 3.2/4 4/5 4.6/5.8 1.5/3 2.2/3 2.9/3.7 3.7/4.6 4.3/5.4 1.5/3 2.2/3 2.9/3.7 3.7/4.6 4.3/5.4 14 116 265 461 631 812 957 532 891 1218 1570 1883 797 1337 1828 2355 2824 90 203 396 - - - 405 791 - 608 1187 1.5/3 1.5/3 2.2/3 3/3.7 3.9/4.8 4.5/5.7 1.5/3 2/3 2.7/3.4 3.5/4.4 4.2/5.3 1.5/3 2/3 2.7/3.4 3.5/4.4 4.2/5.3 15 94 215 401 548 707 880 431 775 1060 1366 1708 646 1163 1590 2048 2561 73 165 322 527 - 329 643 1054 - - 494 965 1581 - - 1.5/3 1.5/3 2.1/3 2.8/3.5 3.6/4.5 4.5/5.6 1.5/3 1.9/3 2.6/3.2 3.3/4.1 4.1/5.1 1.5/3 1.9/3 2.6/3.2 3.3/4.1 4.1/5.1 16 77 176 347 481 620 776 353 680 930 1198 1499 530 1020 1395 1798 2248 60 136 265 434 - 271 530 868 - - 407 795 1303 - - 1.5/3 1.5/3 1.9/3 2.6/3.3 3.4/4.2 4.2/5.3 1.5/3 1.8/3 2.4/3 3.1 /3.9 3.8/4.8 1.5/3 1.8/3 2.4/3 3.1/3.9 3.8/4.8 II1 17 63 146 289 425 548 686 293 578 822 1060 1326 440 868 1233 1590 1989 50 113 221 362 540 - 226 442 724 - - 339 663 1086 - - 1.5/3 1.5/3 1.7/3 2.5/3.1 3.2/4 4/5 1.5/3 1.6/3 2.3/3 2.9/3.6 3.6/4.5 1.5/3 1.6/3 2.3/3 2.9/3.6 3.6/4.5 18 53 122 242 379 488 611 246 486 732 944 1181 368 728 1098 1416 1771 42 95 186 305 455 - 191 372 610 910 - 286 558 915 1366 - 1.5/3 1.5/3 1.5/3 2.3/3 3/3.8 3.8/4.7 1.5/3 1.5/3 2.1/3 2.7/3.4 3.4/4.3 1.5/3 1.5/3 2.1/3 2.7/3.4 3.4/4.3 19 44 ' 103 205 339 438 548 208 411 656 846 1058 311 617 984 1269 1587 36 81 158 259 387 - 162 316 519 774 243 475 778 1161 - 1.5/3 1.5/3 1.5/3 2.2/3 2.8/3.6 3.6/4.4 1.5/3 1.5/3 2/3 2.6/3.2 3.2/4.1 1.5/3 1.5/3 2/3 2.6/3.2 3.2/4.1 20 38 88 175 290 394 493 177 351 580 762 953 265 527 870 1143 1430 31 69 136 222 332 473 139 271 445 664945 208 407 667 996 1418 1.5/3 1.5/3 1.5/3 2/3 2.7/3.4 3.4/4.2 1.5/3 1.5/3 1.9/3 2.5/3.1 3.1/3.8 1.5/3 1.5/3 1.9/3 2.5/3.1 3.1/3.8 22 27 65 130 216 324 406 131 261 433 627 785 196 392 649 941 1178 23 52 102 167 249 355 104 204 334 499 710 . 157 306 501 748 1065 1.5/3 1.5/3 1.5/3 1.6/3 2.5/3.1 3.1/3.8 1.5/3 1.5/3 1.6/3 2.2/3 2.8/3.5 1.5/3 1.5/3 1.6/3 2.2/3 2.8/3.5 24 20 49 99 165 248 340 99 199 330 498 657 148 298 496 747 986 18 40 79 129 192 273 80 157 257 384 547 121 236 386 576 820 1.5/3 1.5/3 1.5/3 1.5/3 2.1/3 2.8/3.5 1.5/3 1.5/3 1.5/3 2/3 2.6/3.2 1.5/3 1.5/3 1.5/3 2/3 2.6/3.2 26 15 37 77 128 194 278 76 154 257 388 557 114 231 386 583 836 14 32 62 101 151 215 63 124 202 302 430 95 185 304 453 645 1.5/3 1.5/3 1.5/3 1.5/3 1.8/3 2.5/3.1 1.5/3 1.5/3 1.5/3 1.7/3 2.4/3 1.5/3 1.5/3 1.5/3 1.7/3 2.4/3 28 11 29 60 101 153 221 59 121 203 308 443 88 182 305 462 664 11 25 49 81 121 172 51 99 162 242 344 76 148 243 363 517 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 2.2/3 1.5/3 1.5/3 1.5/3 1.5/3 2/3 1.5/3 1.5/3 1.5/3 1.5/3 2/3 30 9 23 48 81 123 178 46 97 163 248 357 70 145 245 372 536 9 21 40 66 98 140 41 80 132 197 280 62 121 198 295 420 1.5/3 1.5/3 1 1.5/3 1 1.5/3 1.5/3 1.9/3 1.5/3 1.5/3 1.5/3 1.5/3 1.8/3 1.5/3 1.5/3 1.5/3 1.5/3 1.8/3 l 1. Total Load values are limited by shear,moment or deflection equal to U180. Total Load values 6. Table values for Minimum Required Bearing Lengths are based on the allowable compression are the capacity of the beam in addition to its own weight. design value perpendicular to grain for the beam and the Total Load value shown. Other 2. Live Load values are limited by deflection equal to U240. Check the local building code for design considerations,such as a weaker support material,may warrant longer bearing lengths. other deflection limits that may apply. Table values assume that support is provided across the full width of the beam. 3. Both the Total Load and Live Load values must be checked. Where a Live Load value is not 7. Double,triple or quadruple the Total Load and Live Load values to size 2-ply,3-ply or 4-ply shown,the Total Load value will control. beams. Double the 31/2"Width values to size 7 inch wide,single-ply beams. Minimum 4. Table values apply to either simple or multiple span beams. Span is measured center to center Required Bearing Lengths remain the same for any number of plies. of supports. Analyze multiple span beams with the BC Calc software if the length of any span 8. 13/4 inch members deeper than 14 inches are to be used as multiple-ply beams only. is less than half the length of an adjacent span. 9. This table was designed to apply to a broad range of applications. It may be possible to 5. Table values assume that lateral support is provided at each support and continuously along exceed the limitations of this table by analyzing a specific application with the BC Calc the compression edge of the beam. software. North Andover Building Department ' F Tel: 978=688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11, S150A. The debris will be disposed of in: C/ rTe hiA4 ST",, . — s%vec .s i Fv,d'ei (Location of Facility) Signature of Permit Applicant Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector wteaGGl2 .ng Regulations and Standards trton Place — Room 1301 Massachusetts 02108 ant Contractor Registration _02328 Expiration= 7/1/02 id i v i du a l _ HONE UPROVENERT CONTRACTOR Registration, 102328 ;5 Expiration: 7/1/02 Type: Individual R-1465 MA 01921 JOHN V. SHINNERS John Shinners w � �/t�"C/JO%13�9COttUJGfLL1tL. O�✓V�C.L("�Lc[oc�+ BOARD OF BUILDING REGULATIONS } License: CONSTRUCTION SUPERVISOR Number: CS 028862 Birthdate: 10/04/1952 Expires: 10104/2003 Tr.no: 7255 111 Restricted: 00 JOHN W SHINNERS �' / { 1465 STONECLEAVE RD [ f gOXFORD, MA 01921 Administrator I I D & G SEPTIC SERVICE & INSTALLATIONS D & G SEPTIC SERVICE & INSTALLATIONS -" P.O. Box 205 P.O. Box 205 DANVERS, MA 01923-0305 (50$) 774-7491 DANVERS, MA 01923-0305 (978) 774-7491 (978) 774-1099 CUSTOMER'S ORDER NO. PHONE DATE CUSTOMER'S ORDER NO. PHONE DATE NAME NAME ADDRESS ADDRESS / v 5� .5 SOLD BY CASH C.O.D. CHARGE ON ACCT. MDSE.RET'D. PAID OUT SOLD BY CASH C.O.D. CHARGE ON ACCT. MDSE.RET'D. PAID OUT ii i . i I i I I I TAX TAX RECEIVED BY TOTAL / o RECEIVED BY U TOTAL �0T i C PRODUCT610T All claims and returned goodsmustbe accompanied by this bill. D PRODUCT 6107 All claims and returned goods must be accompanied by this bili. • 3509 „� ,800-2.25`-6380 4485 To Reorder: THANK YOU Q THANK N{ ®� 800 225-6380 or nebs.com F NORTH Town o _ ..: over O �' ..YW ti-•� y T �Q tll dover, Mass.,WICK V sQA7ED P'P�,t�-J 1 H ` BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR THIS CERTIFIES THAT..... !. N �'1. N� C ...................... ..... ....... ... ....��.. . .................��........................................................... Foundation has permission to erect..... y�.u°�0.�...... buildings on ...�..1... .s.....�...� ' Sf S .............. Rough ...................................... to be occupied as......3.....S c�d S o ......)0 ?e s l�,e�v�l s� (/ S E- Chimney .. .. .... . .. .. .................................................... provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws elating to the Inspection, Alteration and Construction of � Buildings in the Town of North Andover. dS51 � mss r PLUMBING INSPECTOR � . VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION S ARTS ELECTRICAL INSPECTOR Rough C 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. - r_�_—--- —_-'_-----=I Smoke Det. SEE REVERSE SIDE vic., TH25 FLAP''✓ TS NOT TO BE USED FOR TITLE INSURANCE PURPOSES NOR FOR RECONSTRUCTION OF PROPERTY LINES. ZONING." REFERENCES." DEED BOOK 5/4c?, PAGE /7Z �J � m V) _o 2 �� TU2�.lAROUND dd ' � cASEMErJT ^ (AeC: 10gSro9 t 5,F) O LOT 2 0 I / N 1 _ -n i a d F o �1 J ✓ �,,o i 1➢ � � 3g+ o / j7- cr LDT .3 o W ,- I I INGL.v4ES TUR.WAZ00AJ0 eAl6EMEJJT) ate; i / 145,9$' / Tow NE �Z4,49 Meas - POND \ � I �MMOI�IWEP.LT'►-� OF Ml�SSl�.CNUS�TTS PLOT PLAN OF L ANO IN IVOrTH AA1 6 VE,e PREPARED FOR Uour,r_a 6EOIIGL 8ELLEAU No. 7221993 1 " = 50 GREGE/�BE,� 1993 a TE PROFESSIONAL LANG SU EYOR O 25 5D loo Zo J75AHANCOCK SURVEY ASSOCIATES, INC. 235 NEWBURY STREET-OANVERS, MA 01923 CHECKED BY.' CXKO!'--- Bm ` oro DF dew-am ... 144 33as REOO11?6P 7V 1 140 00 VENT 1 4eA- CH P/75 eEptIacE wl7w / 5 Pew SAAJb VFAfr _ E ® " 13t$ 1 A _ T i ®d- � 0 a,. 4(0 qq 4 p Y 1 O � , S [Z1/,A-r"1 1131 6 X T�aAJTV i t V�T1OAV 03Q 000,�� k,f ® I2142 SITE SCA LE : 144- A fib l p 1''Q 1Qo SCS MOUT 4293 Date./-...9..n13............ f NORTH 1 3?°.t�``°-;•.�"�,� TOWN OF NORTH ANDOVER PERMIT FOR WIRING ACMUs� This certifies that ) '` '`�'` has permission to perform ..{:?.. .::.-- "� � ................................................ r wiring in the building ,..:..."`......-:-.. ..................................................... at... . .............................................................. .North Andover,Mass. Fee.2.5............ Lic.No-:22. ........... ,. ................. v•ELECTRICAL INSPECTOR Check # 2 Z -2 U THE COMMONWEALTH OF MASSACHUSETTS Office/Use only DEPART[A1EW0FPUX1CSAF= Permit No. Y 1 BOARD OFFMPREVEM0NREGUL4H0NSR7aRI2U0 Occupancy&Fees Checked APPUCATTONFOR PERMIT TO PERFORM ELECTRICAL WO ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE,527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date d Town of North Andover To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. Location(Street&Number) S ry r ef:t 4- S� Owner or Tenant `��o (,t r Owner's Address '*/S7- Is this permit in conjunction with a building permit: Yes 7 No (Check Appropriate Box) Purpose of Building Utility Authorization No. _ Existing Service Amps / Volts Overhead M Underground No. of Meters New Service Amps / Volts Overhead M Underground No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work i l�,-iN--, 73 _ ,-37c—_Ll } - I No.of Lighting Outlets No.of Hot Tubs No.of Transformers Total KVA _ No.of Lighting Fixtures Swimming Pool Above Below Generators KVA ground eround No.of Receptacle Outlets No.of Oil Burners No.of Emergency Lighting Battery Units No.of Switch Outlets No.of Gas Burners No.of Ranges No.of Air Cond. Total FIRE ALARMS No.of Zones Tons � No.of Disposals No.of Heat Total Total No.of Detection and Pumps Tons KW Initiating Devices No.of Dishwashers Space Area Heating KW No.of Sounding Devices No.of Self Contained Detection/Sounding Devices No.of Dryers Heating Devices KW Local Municipal Other Connections No.of Water Heaters KW No.of No.of Signs Bailasis No.Hydro Massage Tubs No.of Motors Total HP OTHER' �� t 4- Anp p,-r7 hls<ua mCovaage,ParsL=Io he ofNb sadm9casGmxalLaws Ihawaomu.-tLiabkykmua=PbhcyinckditlgCon CoveraWoritsstlbt ialegtwmkit YES NO IhaNeabrrllledvandproofofsatnetottrOffim YESIf hawdrdodYES,plea9eirl�thetypeofcovt�by cheddrlgthe — box a O� >r1SL1RArl� BOND- aIHHx �� � 6 EsaMed Va1WofEbcft cal Wotic$ WorktoSratt y DW-Ret�d Rougl �.,f�Z Final Signedunderofpeljtay FJRMNAME �'� �. a r.S ol/I S f_ lc'c fi�'�c LiafeNo. Licensee LLZI �Ir rSdv,t S19MM A'--���� ��.�_ LXMWNo 2 e12 G1 I ,/ BusmessTel.No. 1j 75--3 7�-2so 6- Address Address � `7 �o, lih S �,)r�o�S'�t�/ . /�'U. �'��8 3 5 At TeL No. OWNER'SWSURANCEWAAU2,Iamaware that drLicffwdoes not have the itumn--cowtageorits substantialepvalerttasreg ted by Massachusetts CenerA Laws and that my signature on this permit application waives this requiteffEnt ,Please check one) Owner ® Agent Telephone No. PERMIT FEE$ tgna ure ot 77-n-er-o-r-A-g-7=7 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers'Compensation Insurance Affidavit Name Please Print Name: r'S Location: '7 -7 F l/l i S City /,, F-ef J ):�o r"/ /?G, O ) 9-3 Sr Phone # .3 7� I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity I am an employer providing workers compensation for my employees working on this job. Company name: Address City Phone# Insurance.Co. Policv# Company name: Address City: Phone# Insurance Co. Policy# f, Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of,a fine up to$1,500.00 and/or one years'imprisonment_as_voeJl_as.civil.penattiesinsbelnrin-fa-ST_OP:WORK ORDFRind_a.fine_of.($]110.DD)-aAay igainst_me, understand that a copy of this statement may be forwarded to the Office of Investigations of the DLA for coverage verification. /do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature pate Print name Pbone# Official use only do not write in this area to be completed by city or town official' .y City or Town Permit/Licensing D Building Dept FICheck if immediate response is required El llcensinq Board p Selectman's Office Contact person: Phone#: ❑ Health Department Other