Loading...
HomeMy WebLinkAboutBuilding Permit # 12/8/2015 BUILDING PERMIT ,aI oT."a TOWN OF NORTH ANDOVER o APPLICATION FOR PLAN EXAMINATION e 1 Permit Nei, Date Date Received Date Issued: IMPORTANT:Ap licam must complete all items on this page LOCATI %>ljllc-Y�� -cc 5' i'1� �'' T v J✓9J- -T Loi Y PROPERTY OWNER C'7��'i - -^l"l � i _ Print 100 Year Structure yesQ MAP L '� PARCEL: ZONING DISTRICT: Historic District yes Machine Shop Village yes aid TYPE OF IMPROVEMENT PROPOSED USE Residential Non-Residential New Building ❑One family L Addition Cd fwo or more family E Industrial ❑Alteration No.of units: y'/i Commercial ❑Repair,replacement G Assessory Bldg ❑Others: ❑Demolition r-_•--Other \.��e t<c��17+le1������ Ft 0.dP l*�\�DU�Ie�Tarid �����/f�aY7s�edbist7rct���\�\moi DESCRIPTION OF WORK TO BE PERFORMED: Identification-Please Type or Print Clearly _ OWNER: Name / rte- : 7-/,, Phone: Address: j Contractor Name: -1% % Irf Phone: �7IT d e� /h- Email: —,C Address Supervisor's Construction License:G05�L 7 6 Exp. Date: Home Improvement License:N1 Exp. Date: ARCHITECTIENGINEER�h Phone: q7E?7! f Address ,-l` ��' eiXd� Reg.No. �;-©/7 FEE SCHEDULE:BULDING PERMIT:312.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost:$ FEE:$ Check No.: /9? Receipt No.: 7�d/ NOTE: Persons contracting with unregistered contractors do not have access to the guarantyfan Plans Submitted❑ Plans Waived❑ Certified Plot Plan❑ Stamped Plans❑ TYPE OF SEWERAGE DISPOS Public Sewer Tanning/Iviassage/Body Art ❑ Swimwimg Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dmmpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF-U FORM �t tU V PLANNING&DEVELOPMENT Reviewed On ?i Signature_ v' r \ ,f COMMENTS C- \\ Y\CONSERVATION Reviewed on f c� I B 5 Signature COMMENTS 4 O4 L.o�- L} HEALTH Reviewed on Sianature '.. COMMENTS Zoning Board of Appeals:Variance,Petition No: Zoning Decision/receipt submitted yes_ Planning Board Decision: Comments Conservation Decision: Commen Z-7 / Water&Sewer Connection/Signature&Date X d/✓" �J, driveway�rmit /_'"`%' u� DPW Town Engineer:Signature: ' Located 384 Osgood Street FIRE DEPARTMENT Temp Dumpster on site es ✓, no Located at:124 Mam Street � � FireDepartmen{sigoaYure/tlate COMMENTS Dimension Number of Stories: Total square feet of floor area,based on Exterior dimensions >1, ` Total land area,sq.ft.: 1 V ej;, 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-d G mi.slao-$1000 fine N®TES and DATA—(For department use) t it ® Notified for pickup Call Email Date Time Contact Name D—Building Penni,Revised 2014 a & V%Or�7T own of Andover quo h ver,Mass, T�Q�R.1Te„ PP0.y.g5 S DD BOARD OF HEALTH PERMIT TO ILD Food/Kitchen Septic System THIS CERTIFIES THAT............ . .G. ..... .......®.`. ......................... BUILDING INSPECTOR .............................. has permission to erect...... build1 son. ® 1.1etJ� °°noon°" Rough to be occupied as....... .. .. ..... ............. .........q4. eA.................................... chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office,and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough Service Na :...................... a BUILDING INSPECTOR GAS INSPECTOR Occupancv Permit Required to Occupy Building R°ugh 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. Street N°. smoke Det, LOT#4 Mathews Way 9-2-15 cy' z-a ma, N.Andover,M.A. 8:52am 1 061 .,v,aa�e a.irml Member Data Description:Garage Header Member Type:Beam Application:Floor left side Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live,0240 total 1.000"max.LL Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 12.5 PLF Filename:Garage Heade Other Loads TYPe Tnb. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PSF) Top 9 0.00" 14'0.09' 7'0.00" 40 10 Live Additlonal Uniform(PLF) Top 0'0.00" 14'0.09' 0 80 Live Adtliiional Uniform(PSF) Top 9 0.09, 14'O W" 7 0.00" 30 10 Uve Additional Uniform(PLF) Top 0'O.W" 14'0.09' 0 80 J Addifional Tapered(PLF) Top 0'1)00" 14'O.W" 0 80 80 0 live Additional Uniform PSF To 0'O.W" 14'O.00" 1'S.W" 55 15 Snow 400 14 0 ' Bearings and Reactions input min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 90.000" Wall SPF plate(425psi) 28.000" 2.070" 4618# -- 2 14'0.000" Wall SPF Plate 425 si 26.000" 2.070" 4618# Maximum Load Case Reactions wa m°>grm oair ie Live anal we °a Sno Dead 1 27014 0426 1911# 2 P9ot 442# 1822# Design spans a 77. Product: 2.0 Rigidl-am LVL 1-3/4 x 9-112 3 ply PASSES DES1CHECKS Connect membem with 2 rows of 16d common nails at 12:0"oc NOTE:Nails must be applied from both sides Design assumes continuous lateral bracing along he top chord. Design assumes conttnuous Isteml bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 111361 21845# 50% TO! Total Load D+L Shear 3860.# 9642.# 40/ 2.27' Total Load D+L Max.Reaction 4618.# 58012.# 7% 14' Total Load D+L TL Deflection 0.2486" 04823" U465 7.08' Total Load D+L LL Deflection 0.1481" 0.3215" 1781 7.08' Total Load L_.a=te. comms TL De I.- x- 1)015 L 100%Sr­115%115%RcN-121%Wnd-160% Dewy'ess=w a rcp hVe member use'ncmase'n bend'ng stress:4. my er�"bye9wa�n e0eypmo�eers"9p°remoae:erea�e%ap�ownse amnres Bunn a�°n acwa �°�nemenutanursrs aMe tp���" �-Lt �,, Lot#4 Mathews war 9-2-15 N.Andover,M.A. 10:20am t of! laaaean�+e a�i.ui Member Data Description:Garage deader Member Type:Beam Application:Floor Right side Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live,U240 total 1.000"max.LL Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 15.6 PLF Filename:Gare a Heade Other Loads Type Trio. Other Dead (Description) Side Begin End width Start End Start End Category Additional Uniform(PSF) Top 0'0.00" 11'6.00" 6'6.00" 40 10 Live Additional Uniform(PLF) Top 0'0.00" 11'6.00" 0 80 Live Additional Uniform(PSF) Tap 0'0.00" 11'6.00" 6'6.00" 30 10 Live Additional Uniform(PLF) Top 0',' ill 6,00" 0 80 Live Atltlitional Uniform RF) Top 0'0.00" 11'6.00" 6'6.00" 30 10 Live Additional Uniform(PLF) Top 0'0.00" 1t'6.00" 0 80 Live Additional Uniform PTop 0'0 1t'6.00" 17'0.00" 55 15 Snow O 11 sc Bearings and Reactions Input Min G—fty Gravity Location Type Material Length Required Reaction Uplift 1 00.000" Wall SPF plate(425psi) 12.000" 4,181" 9329# -- 2 11'6.000" Wall SPF Plate 425psi 12.000" 4.181" 9329# Maximum Load Case Reactions Hary aac. Po�L'eve 'mai.aa:�aaSnow" Dead 3329# 45o 3451# 2 332E# 4509#. 3461# Design spans 9'"75o" Product: 2,0 RigidLam LVL 1-3/4 x 11-7/8 3 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails st 11t)"oe NOTE:Nails must be applied from both sides Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Ad.1 Allowable Capacity Location Loading Positive Moment 22497.# 38173.# 58% 5.75' Total Load D+0.75(L+S) Shear 7415.# 138614 53% 9.61' Total Load D+0.75(L+S) Max.Reaction 9329,# 267751 34% 0' Total Load D+0.75(L+S) TL Defector 0.2571" 0.4823" 0450 5.75' Total Load D+0.75(LS) LL Deflection 0.1620" 0,3215" L7t4 5.75' Total Load CorM1ml'P R Mooren[ ��` � 5 ', Dols-L' 0%6nov-fls%Boor 125%wrd-ifio% a,a `� 1=„ Des gn assumes a—trtve 'n I>mtl nq stress:a% �t - RROMMOrDEEDs I and _ c€ 203A NIF WARREN — i— 104.28' >' r LOT 4 1 RAINAGE EASEMEN 14,036 S.F. FOR REGISTRY OF DEEDS USE ONLY MIN.BUILDING 507 30 50"£ N SETBACK LINE z$d� NORTH ANDOVER ZONING (Typ) o DECK I M ARD OPPEALS LOT 3 yn I ^470 o{ d o PROP.2 (�w �T LOT 5 ® — I FAMILY W r DWELLING ' z - `4`__:019 . o _ 3 3 :2.5'� S R=190' o S g3' o L-71.07 I APPROVED 20_ gA° rn 6 02 q"E II w 522 z- vixf u ZONING TABLE: ZONING DISTRICT R4 REQUIRED PRO^WDED GRAPHIC SCALE 1"=40' SCALE. MAX. HEIGHT 35 FEET 33.17 FT . FEET 40 0 20 40 LOT AREA IZ500 S.F. 14,038 S.F. LOT FRONTAGE 100 FT 100.00 FT RECORD OWNER: MIN. FRONT SETBACK 30 FT 30.5 FT ASSESSOR MAP 52, LOT 65 MIN. SIDE SETBACK L 15 FT 25.6 FT STEPHEN MA7HEWS C I 288 SUTTON STREET NORTH ANDOVER, MA 01845 MIN, SIDE SETBACK (R) 15 FT 26.7 FT MIN. REAR SETBACK 30 FT 55.3 FT RIDGE HEIGHT TO FIRST FLOOR = 30.67' FIRST FLOOR TO AVERAGE FINISHED GRADE = Z50' TOTAL BUILDING HEIGHT= 33.17' "I HEREBY CERTIFY THAT THE PROPERTY LINES SHOWN ON THIS PLAN ARE THE LINES DIVIDING LOTIy EXIS77NG OWNERSHIPS AND THE LINES OF THE STREETS AND WAYS SHOWN ARE THOSE OF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY pwr PUN OF ESTABLISHED, AND THAT NO NEW LINES FOR NORTH LOCATED IN DIVISIOR FOR NEW WAYSOARE SHOIWNNAND THISSHIP PLAN CONFORMS TO THE 1�'ORTH 1aOVERs MASS RULES AND REGULATIONS OF THE REGISTRY OF DEEDS." (ESSEX COUNTY) I DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION, AND BELIEF, THAT PREPARED FOR MIS PLAN WAS PREPARED IN ACCORDANCE STEPHEN SMOLAX WITH THE RULES AND REGULATIONS OF INE REGISTERS OF EEDS. SCALE: f"= 40' DATE: JULY 13, 2013 OF MAS PREPARED BY o� SCo SULLIVAN ENGINEERING GROUP, LLC I� 22 MOUNT VERNON ROAD g72 BOXFORD, MA 01921 OFESS"�pQ (978) 352-7871 9 SHEET NO. I OF I SCOTT L. GlLES, PLS DA MODEL NUMBERS SHOWN ARE FOR WINDOWS AS MANUFACTURED BY ANDERSEN WINDOW SCHEDULE zQ No Model t A 2846 DH 2-10 I/8 X4-a7/8 XM.F EI 2832 DH 2-10 I/e"X;3-4 7/8" G C235 Casement 4-0 I/2"X 5 ow D 2B42 DH 2-10 x 4 5 1/2" E A21 Awning 2'-0 5/8"X 2'-0 5/e" °-�'9%' "y� �6 In T 9 I2 O f © oo U ®® ®® oe o< a o 0 0 0 0 6YmA LEVATION Q AUGUST 10,2015 MODEL NUMBERS SNOUIN ARE FOR , p WINDOWS AS MANUFACTURED BY ANDERSEN :0 12 WIND'YU SCHEDULE I a `� �Q€m !- A G G235 Casemen! 4'-O I/2 X 3-5 3/B" y E A21 Awnin 7-O 5/8"X 2'-0 5/8" 0 U 8 Ell z OQ 0 FBI FBI F0 d O� I p� z n O 1u (L REAR ELEVATION AUGUST 10,2015 L I 2 7 lzi��ir MODEL NUMOERS SHOWN ARE FORWINDOWS AS MANUFACTURED BY ANDERSEN WINDOW SCHEDULEModel2'-10 I/s"x 3'-4 7/8" Q G 6235 Gdsemenl 4-0 I/2 X 3'-5 3/8° �- p Lu E A21 Awnl 2'-0 5/8"X 2'-0 5/8" 9 12 Z Q U iK O ® G LL- LEFT {— / � Jz� I 0� 0 LEFT SIDE ELEVATION >L AUGUST 10,2015 3 .�4 7 24' m ------------ ------ ------ , I I y I I a iaJ I I I I E3ASEMENT nn� LK- w��`1aa^x�rns�a+ I I II I I I I I 12' - I alflyu- n... R..wni..ror�s.�aencH \ 1I e I I I l 34' 0 I I I I I I ---__—_—_ 1� _r - - 3 I I -I 11 i �ARa�E i li I I �O O I =se's I I D-j z Ll I I x v.�n I I 1 Cn 14' I I I I 11 e� i i uP l I I li li 0 L------------- ------------ J _ _ ___ 1 ___ 56 2 2„_ .rium sm+on>Be was >uEer> AUGUST 10•,2015 14" 1. g. 9' I— t3ASEMENT/FOUNDATION PLAN 4 � d a M o�F Rarre,Rs °� � 0 F✓ � a AG�y� �. a m m��sm p Y m m m � ., stcf'e cur-wv�mru��va ro xare L rrcP�sraia<r wcu � '. R-ss Fle�v,�can iu� U s u Rmi Heur�u�e ions_ io rrre..oisrs e v,oc. � < O o o o TYPICAL WALL &ECTION AUGUST 15,2015 Id III a P OR� 9 ..... ..1 m1oP Mm mason 14' t io W mAko ` SECOND FLOOR FRAMING PLAN FIRST FLOOR FRAMING PLAN -O Aeex eAn w.u� rn�X� I'�' R 1 f f—I= NOUR RATED PARTY WALL I BHm ANSI/UL 263-DESIGN NO,U341 112 —1 a-- ROOF FRAMING PLAND ATTIC FLOOR FRAMING PLAN 1/0 10 AUGUST Iq 4015 DRAWN "FIAGINNIS PROPOSED NEW TWO FAMIL"r CONSTRUCTION MARTHA 58 ReGeNT AvE. LOT 4 - MATHEWS WA,r 6RADF RD,MA.01835 (979)3748719 NORTH ANDOVER, MA. wru wr ni+o WA^dJ ELw"R ,ice vn R Or LFGZ cnvs 61��"� � y{ '" coN 1, s - sr ocErs DEGK LATERAL LOADCONNECTION s PORCH DETAILS 11'IIA z Q Fq�z aEwiRErxNrs s a.e� AUGUST 10,2015 TYP,SECTION DECK LEDGER CONNECTION Q BRCED WALL PANEL CONNECTIONS GYPSUM WALL PANEL6 CONSTRUCTION F HSt 1 e METHOD GB BRACED WALL PANEL ADDITIONAL CONNECTIONS FOR ALL EXTERIOR WALLS 602"10 ALL OTHER NAILING NOT SHOWN CONTINUOUS STRUCTURAL PANEL SHEATHING t0 BE IN CONFORMANCE WITH r� METHOD CS-W51, TABEL 60230 OF THE w o MASS CODE 8th EDITION ALL 0 14ER NAILING NOT SHOWN TO BE IN CONFORMANCE WITH TABEL 60. OF THE MASS CODEESth EDITION eerzs�r'R�Kii.s toes-T 1-11 i+caizovrt�etxKi� e r.Picx Tl lAlTl— NTM— ¢ Rm rt' n PEt�olciRAR io 6 x r�Rsr.nasi z re, �r�r� n_xR�aAni� REruRv- wru cww. . eW'a Z11 r r3.N x,i3ir r%vz x.i3� trirY'x. OUTSIDE CORNER DETAIL INSIDE CORNER DETAIL GARAGE CORNER DETAIL CANT.SHEATHING MIN, CORNER FRAMING[DETAILS AUGUST 10,2015 DRAWN BY PROPOSED NEW TWO FAMILY CONSTRUCTION MARTHA MACINNIS REGENT AVE. LOT 4 - MATHEWS WAY BRADFORD'MA.01835 (978)374-8719 NORTH ANDOVER, MA,