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Building Permit #1140-2016 - 101 PRESCOTT STREET 5/2/2016
BUILDING PERMIT o� NORTy q Stereo 16• ti0 TOWN OF NORTH ANDOVER a APPLICATION FOR PLAN EXAMINATION 7° OL �� w 1• Permit No#: 11 Date Received �'"�R,TED �5 / gSSAC H115�� Date Issued: I PORTANT: Applicant must complete all items on this page k LOCATIONGoTT- Print PROPERTY OWNER P.rmt100 Year Structure y-s no:.. MAP , PARCEL.boo Z ZONING pISTRICT:'R .Historic District yes' ^ Machine S_hop,Village: yes 0 TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building6-Cin e family P ddition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other O Septi:e [,.Well ❑ Floodplain 0 Wetlands EWatershed Districfi - DESCRIPTION OF WORK TO BE PERFORMED: -TYd� Identification- Please Ty a or Print Clearly OWNER: Name: ��e � /�. � �.�rtrur�-- Phone: 9751 4-S.R-,A3�7 Address: cY c-�rr- �i. o�� NDovE2 1n4 o SSSS Contractor Name:� c � ,(�f7 �or Phone Email: Address Supervisor's Construction License: G$ 09 670q`_ Exp: Date: 5 1 5 - Home Improvement License: . Exp: Date;JT -a 1 ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. i Total Project Cost: $ , o�U FEE: $ ��(� Check No.: ceipt o.: o'5 l Z NOTE: Persons contracting wit unregistered contrac do not a ess t t guaranty fund I . Building Department artment 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 4, 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 OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks 46 Building Permit Application Certified Surveyed Plot Plan 4. Workers Comp Affidavit 4. Photo Copy of H.I.C. And C.S.L. Licenses 6 Copy Of Contract Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) i Building Permit Application Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses Workers Comp Affidavit Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) d< Copy of Contract 2012 IECC Energy code j Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit i 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 a Doc:Building Permit Revised 2014 { y 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 PLANNING & DEVELOPMENT Reviewed On ��� Signature_ COMMENTS �e� / `✓ ✓�I e � .�(�"► ONSERVATION Reviewed on / Si nature oli CbMMENTS CSL �`-" /_ �� ►� f00` HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes C� Planning Board Decision: Comments r Conservation Decision: Comments Water& Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT Temp 0 11 ter Kocated at 12„4 ain S r e , Fire Department sign ture/date : ,. JAX . COMMENTS i I ` I 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 NOTES and DATA— (For department use) ❑ Notified for pickup Call Email Date Time Contact Name Doc.Building Permit Revised 2014 I • Location �C) No. 2o�a Date J • - TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $z)06 Foundation Permit Fee $ fj Other Permit Fee $ TOTAL $ f u i r r Check#-63A ru e t Building Inspector j/ Enter construction cost for fee cal- North Andover Fee Calculation Construction Cost $ 25,000.00 m $ - $ 300.00 Plumbing Fee $ 37.50 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 37.50 Total fees collected $ 475.00 101 Prescott 1140-2016 on 5/3/2016 Expand 2 Bedrooms i NORTH Town of �� Andover Q �` 0 No. �— �� _ _ C h ver, Mass, (1 O SQA COC NICMEWICK Ids R�t7ED r'P ,`�5 fJ BOARD OF HEALTH Food/Kitchen PERMIT LD Septic System ll _ THIS CERTIFIES THAT .....� 14...0 . ..:T.. .. . ........................ BUILDING INSPECTOR . ..... .......... . has permission to erect 'b dings on 1 Foundation Rough to be occupiedas . ... ... ...j........�.....beift.915.. .►.. .... ..... 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 an Construction of Buildings in the Town of North Andover. ` q.^% e Rough PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTTIO Rough Service ... .......... . . . ... . .......... ................. Fina DING SPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building 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. Smoke Det. North Andover MIMAP May 2, 2016 1; 081�;'oti.Q4 ,1�1 MOODY ST OSlr0001`6 t��. 082:0 0�008� 081 O O_044) 116 PRE.- SCO �T�' i 0 108 PRESCOTrT:,3�T� � p 6_6- Ln � 92 PRESC==OtTjT�ST 082kt1 0010 Prescott Stveet 081:0'005.2 �; PRERE . TdT;S 09240 O`005 1 >117 PR,� �ESCO�,jTT ST ( 1 101 PRESCOTT S1T' [082j'0"`OOlEl� s93 P;RE3COtTif�S1T ' 082 4400- 082:00005 83'PRESGOTj��S�� 08,,:26;;.0003 082;0.000;1 08=21.10=0004} i082w0"OQ3t5 ?121 PRESCO�tT�rT 5� I 083.0-0002 M MVPC Bo Zoning Overlay _ Zoning Municipal Boundary 0 Adult Entertainment Distric 0 Busine s 1 District Q Machine Shop Village Ove 13 Busine s 2 District Horizontal Datum:MA Stateplane Coordinate System,Datum NAD83, Rail Line ©Watershed Protection Dist 0 Busine s 3 District Meters Data Sources:The data for this map was produced by Merrimack Historic Mill Area O Busine s 4 District Interstates 0 NORTq Valley Planning Commission(MVPC)using data provided by the Town of —I ®Medical Marijuana ■Ganem Business District Of •c q� North Andover.Additional data provided by the Executive Office of —SR 0 Downtown Overlay District O Planne Commercial Dev '?'� Environmental Affairs/MassGIS.The information depicted on this map is --Roads 0 Historic District 13 Corrido Development Dist 3 _ _ L for planning purposes only.It may not be adequate for legal boundary UOsgood Smart Growth(40 D Corrido Development Dist O /a definition or regulatory interpretation.THE TOWN OF NORTH ANDOVER ,Easements O Hydrographic Features O Comics Development Dist F 9 MAKES NO WARRANTIES,EXPRESSED OR IMPLIED,CONCERNING O Parcels 'Industri 1 District * THE ACCURACY,COMPLETENESS,RELIABILITY,OR SUITABILITY —Streams - R Industri 12 District r< = w # OF THESE DATA.THE TOWN OF NORTH ANDOVER DOES NOT -:Wetlands 6 Industri 3 District o _ r ♦ ASSUME ANY LIABILITY ASSOCIATED WITH THE USE OR MISUSE OF 6 Ind ustri 1 S District �+ R Exempt Lands ..Reside ce 1 District 'li °+w�Y ��.(g THIS INFORMATION r,°• t C Reside cc 2 District SSwCMUS� . a Reside ce 3 District de ce 4 District 1"=74 ft de ce 6 Dlsmct Fde ce 6 District '.e esidential District NUMBIR OP STEPS TO BE DMRMINED ACCORDING TO P05'f V{� v�E�t�Y► 5HEI T a PATIO A) 9,a, X 12 Cir% �r1� i °1t tta, ML41"s eve- EXISTING FAMILY ROOM TO REMAIN UNCHANGED 11 ® - - o Z. I t 1 R E& FSP Ira F-7 I I � NEW FOOTING TO W�+ _ ——————__———— N€W SECOND FLOOR ABOVE � � SUPPORT NEW 5ECOND I ++f W _a.� FLOOR ABOVE % I I I I I C• 14"C�ONC.FOUNDATION ON " ( I b"X20"LONG,FOOTING I I REPLACE EXISTING DOOR �� RRATEP EDOOOR OUR FIRE or BW it I I A'CONCRETE BLAS PIN TO EXYIOTING FOUNDATION WITH I GARAGE SHALL BE FINISHED 24"M4 W&A OC NOTES, WITH 9/8"`TYPE X"GYPSUM - EMBED IN P.XISTING WITH EPDXY I, REMOVE ALL PARTITION INDICATED BY WALLBOARD DOTTED UNE. 24' I I 2, ALL NEW WORK ABUTTIN EXISTING SHALL TWO CAP,GARAGE MATCH'N TEXTURE AND PPEARANCe. 3. PATCHFLOORS,WALLS CEILING5 WHERE ( PARTITIONS HAVE BEEN I EMOVED 50 THAT i 5URFACE5 ARE FLU5H AJ 10 CONTINUOUS. TYPICAL FOUNDATION WAILRONFO4. PROVIDE ALL SHORING NO TEMPORARY #4 MID HEIGHT •(2)d4 TOP,(I I BRACING TO EX15TING 5 UCTURE DURING I I N4 MID H@IGH7 W 18"WITH 15'LCORNER DAR$ DEMO OPERATIONS TO A 35URE THAT IT 15 I 15° SUBSTANTIALLY 5UPPOR ED. I'.9UNDATIC7N_CON_CR"1! 5. PROVIDE TEMPORARY D 5TPROOP PARTITIONS IN AREAS OF WORK. IWALLS,3 ROOTING AND BA9EMEN'f EajAL", - —rill ft( +4 00DPBI AIR @NTRAMP;D EXISTING HOUSE TO REMREMAING. CONTRACTOR SHALL VE IFY AND BE RE5PONSI5LE N UNCHAM1GeD FOR ALL DIMENSIONS AlD FIELD CONDITIONS. ----------------------- SHeET 8 OF p)sG FIRST FLOOR /FOUNDATION PLAN Po toe pre.r.rr 1 /411= 11-0 1. W765 0 s�ONAL toac-g A cri A C ii4m s 09 1 zi a fir W I`H 4 -?.S INS GtIm pE e0 e`4 L- C&Qac" 2-1-14 f:aft *TO P- PA�1m& D testas por S uif Fps Rp—V4g1Otis ON TWESt ®4'V0 APRIL 25, 2016 DRAWN DYI PROPOSED ADDITIONS RENOVATIONS MARTHA MACINN15 BARTLFTT RE51 DENCE 58 RECENT AVE, BRADFORD, MA, 01835 101 PRE5C®TT STREET (978)374-8719 NORTH ANDOVER, MA, t t SHEET 8 - - SHED DORMER 9'2— SHEET 8 16'4" 5'-2" 2'6/5'80 O —EXTEND ROOM AS 5HOWN I 8'VANIT' 9'-6" 8'-2'� 3'X4'SHOWER - _— REMOVE EXISTING WINDOW / AND CLOSE OPENING (2)2X6 BETWEEN WINOOW5 , 91 MASTER BEDROOM WALK IN CL05ET FURNACEL .F RAISE REAR ur WALL WITH . o NEW 5HED DORMER I 5%6'8 0 6•5"KNEE WALL 2,_8w 5' SAVE SPACE II PROVIDE ACCE55 II SHEETS . 25' SECOND FLOOR PLAN 11411= 1 '-O NOTE: ALL BEDROOM WINDOWS SH OWN 5HALL BE MODEL NO.2842 WITH RO=2'-1 O 1/8')(4'-4 7/&,A5 MANUFACTURED BY ANDERSEN - - BATHROOM WINDOW SHALL BE MODEL NO.2832 WITH RO=2'-1 O 1 18'X 3'-4 7/8' APRIL 25, 2016 DRAWN BY: PROPOSED ADDITIONS RENOVATIONS MARTHATAVE,15 58 RECANT AVE, BARTLETT RESIDENCE - BRADFORD, MA, 01,535 10 1 PRESCOTT STREET (976)374-8719 NORTH ANDOVER, MA. FI-ELI I Fr lFF QZIME7=7 ] FM FMI I E. l - Nk�CCAd57W1CTION EXIBITNG 8?RUCTIIRE ri ------ --------------------------------- FRONT ELE X ATION 114 MC, 8,2015 r)P-4WN BY: PROPO,'5ED ADDITIONS 4 RENOVATIONS 58�N'AVE�� E3Af;RTL�tT IRE61DENCIE BR,anr�, MA, 0�8� 101 F>IREscott 6TRr=F' C978)37�8719 NORtN ANVovER, M,4, i NEW ROOF I F-I1 +--�-BUiID WALL ON ROOF - 1 NEW CON5TRUCTI@N REAR ELEVATIONLl 1 /4' = P-0 APPJL 25, 2016 [DPAVW,/N E5Y: PROPOSED ADDITION5 4 RENOVATIONS MARTHA,MACINNiS 58 REGENT AVE. BARTLETT RESIDENCE 58 BRADFORD, MA, 01835I O 1 PRESCOTT STREET (978)374-8719 NORTH ANDOVER, MA. i / EXISTING ROOF TO 6E REMOVED 12 12 I I +-� -REMOVE EXISTING WNDOWS AND CLOSE OPENINGFH FFR ADJUST FOUNDATION IN FIELD TO ACCOMODATE FAMILY ROOM WINDOW NEW CONSMCTION I LEFT SIDE ELEVATION 1 /4„= 1 ,-O DEC. 8, 2015 DRAWN BY, PROPOSED ADDITIONS & RENOVATIONS MARTHA MAcI"Nis 58 RECENT BARTLETT RESIDENCE AVE. BRADFORD, MA. 01835 101 PRESCOTT STREET (978)374-6719 NORTH ANDOVER, MA. I i ov + LA'. 4 -� NEW CONSTRUCTION BEYOND opo a ao o ago a ao 0 RIGHT SIDE ELEVATION DEC. 8, 2015 ED ADDITIONS 8c RENOVATIONS6 PROPOS BARTLETT RESIDENCE DRAWN BY: 101 PRESCOTT STREET MARTHA MACINNIS NORTH ANDOVER, MA. 58 REGENT AVE. BRADFORD, MA. 01835 (978)374-8719 '�ni�•1n1��,��.� .. ��14-4"-� I{!`r •� Q e(em �St (�$t^4'� 5EE"LAPPED BELOW CEILING JOIST !d ills DETAIL EL I n PJM 00AW* ROOF BELOW d tGfE F4112 of I.v�tc5 TO sov ACE + ROOF AND 2- SIMP5010' A Z3 Ae#,p LF-5 k-r Id"AJ 2 IG" .. 6=J�«1. L.�N,���Y� �A"•�� X12 PJDGE cu 2X 12 RAFTERS(dj 16"O s w 10 11"T SL 2X 12 RAFTERS 16° C�etpvI.""-t C`#� �r�lr6 EXI5TING ROOF TO BE REMOVED 111 I 1 rlA"LA HEAPRO A�A-+A +fi DI § S FE' PT THRU5T' DETAIL BELOW (5)I Gd NAILS CEILING J015T TO RAFTER TYP.AT TOP PLATE SECOND FLOOR FRAMING 11$uffi 11.0 END OFF FACHSRAFTEA MURICANE CLIP ROOF ERAMI NG PLAN LA 2X8 BLOCKING I/`!II_ 1 I_O . SERVEEN RAFTER5 CONNECT WITH(3) $d TOE NAILS TO PLATE 5:1w Iat) PXSLOCKIN5TALL aSQ�� .P` FLCJM t?1ft14tAl*16 F444 APTPR STRAP 15 §TWALW TO ATILIN6� T IMPS�D •. E,r! a Rhe C,4 AJG D ETA t-; mp-7,400 ':,P F Gds AL3 L49F AT C6P,Jh'I`�F LAP' 9tMP�N 7522 STRAP fl ?I l a7 d:i I a° MIN(ti)51MP°�DN 10.'.1.I!2° e (>4 bpL �.+�Q�1 6 r /iY 4.k fm PLYWD T®6&@CksNG1 NAILS TO>lA�(ER 50411 OTAAP TO PIT NWL(I o)I Gd SLocK 2x PF(40 VINIP BN H215A @ NAIL(4)12d HURNICAN@ CUP JOIST T® aAPreR GEevEL (v®"r 1= S f'i)I Gd NAlW AIR 5PACE PWT(:YU Pi M21 J015T 2"MAY (2)I O d TM W45 1.51 MIN OF 2010'TO JOINT 8d Ti76"LO 5"OC 51MP50N H2.SA VX jKCdr4W AT RIM TO PWTC HURRICANE CLIP cc MAP RM 4& IN5TALL EITHER Re O 13 t O� NEAR OR PAR TYP. SAVE BLOCKING DETAIL ��. re�c•rr KAROLD Co RAISED PLATE RAFTER THRU5T DETAIL � �v0 AT LAPPED CEILING JOIST ss MAL E APRIL 25, 201 G DRAWN BY; PROP05ED ADDITIONS RENOVATIONS MARTHA MACINN15 13ARTLETT RE51 DENCE 58 REGENT AVE. 101 PRESCOTT` 5TREET BRADFORD, MA. 01635 (978)374-6719 NORTH ANDOVER, MA, V ;D 0, wo� ;'U> p Q D Z (5)16d NAILS CEILING JOIST „P O Z CD TO RAFTER TYP. AT TOP PLATE OD --I p'� SIMPSON H2.SA HURRICANE CUP K y ("> END OF EACH RAFTER, TYP CONT. RIDGE VENT D r<<'I Z 2X6 BLOCKING 2X12 RIDGE C? BETWEEN RAFTERS CONNECT WITH (3) ARCHITECTURAL SHINGLES � Bd TOE NAILS 1/2" EXT.PLYWD. SHEATHING CA TO PLATE 2XIO ROOF RAFTERS SEz f1 51 M p,SoN SHEET 9 - V4 Jc 3 to % APPED CEILING JOTS DETAIL --2X10 a1a es-� SLOPE CUT 517'5 54"w r 91440 CONT. MTL. DRIP EDGE CAA 00 Ce'&4AA& J812 CONT. SCREENED SOFFIT VEN 1 2 ro A4pri A 4 4 i TYPICAL WALL SECTION SIDING TO MATCH EXISTING STRUC i�4.,=1 —O 1/2" EXT. PLYWD. SHEATHING HOUSEWRAP EQUAL TO" 3/4'T&G PLYWD. SUBFLOOR BEYOND Q p 2X6 STUD WAL 14' AJS 25 MSR 016`OC SEE SHEET 6 Gi'iLt1� eD 2 R=21 FIBERGLASS IN RAFTER THRUST DETAIL" . U— li L . 1#6 NOTE. FLOOR AND TOP PLATE OF NEW CONSTRUCTION SHALL BE FLUSH WITH ADJACENT.EXISTING FLOOR AND TOP PLATE GARAGE SHALL BE FINISHED WITH 5/8" "TYPE X- GYPSUM GYPSUM WALLBOARD ANCHOR BOLTS SHALL BE 1/2"DIA. - ®6'O.C., NOT MORE THAN 12'FROM CORNERS. BOLTS SHALL EXTEND A Mit.OF 7"INTO CONCRETE -10 v - 10"CONT. CONC. FND, W/BITUM. DAMP:PROOFING Cf) 74" ABWf 10"X20" CONT CONC. FTG. m BARRIER W D �7 D o oF_ Q I _ � m � —i — r /) —i 0Cron �,is�,J�.s � � Jots ' oR S#uov !?." z n -1u Z owsk tahut— 0 I I C/) NEW 2X10 ROOF.RAFTER f / 6 S l impso v /(�' 7�3 . '; Cf) USE ICE&WATER SHIELD f/// P C)r- OVER ENTIRE ROOF f / t~�t!�.E-4v rn I-I-I SURFACE / Jc�I�T Ral.S"!° -ro FtAgnu D m z � /// 't�®td� f N F-w VkP-A W W 2X10 0 16"Of_ //REMOVE EXISTING ROOF "HEM 601CAM ON FRAMING PLANS oLor-K srups Q c> ,esa, j o 4 L4*6t. TO S T � E)DSMG BEAFjmG WALL A66%ol. WFk1 L bpW6*%. V RMSE WALL TO FULL Ir i�� ll J FLUSH EXTEND TO UNDERSIDE OF RAFTERS FOR SUPPORT :&Tvos ra SC GQNTI(vL-,S Z ASO =�oaR" 'S'a R *09 NOTE: FLOOR AND TOP PLATE OF NEW CONSTRUCTION SHALL BE FLUSH WITH ADJACENT EXISTING FLOOR AND TOP PLATE EXISTING EXTERIOR WALL LAYMNO SECTION throughOGOM N EXISTING HOUSE AND ADDITION �' �• o o pC,pl�llc -e rnca Qt 1/4 _1 _ —t O �o H 0 00 4.1 h �DNAL 0\ 0 jV ? - Assessor's Map 83 DEC15 ,I ''; I I t t Lot 2 2015 Zoning District: R4 100.00' Deed Reference: Book 14176, Page 111 Assessor's Map 82, Lot 2 Proposed Lot Coverage = 9.7% f s",LGa.`s "1 1 011-7 DEEDS Northe s DL7-teact of Rs"x&3 L ve'd a" OT � ZONING DISTRICT At _. c�'r' �t RESIDENCE R4 Area = LAN NO. 21, 725 S.F..f ITEM REQUIRED EXISTING PROPOSED LOT AREA 12,000 SF 21,725 SF 21,725 SF LOT FRONTAGE 100 FT 100 FT 100 FT All ^ O FRONT YARD 30 FT 24.6 FT 37.6 FT CO SIDE YARD 15 FT 9.6 FT 7.6 FT REAR YARD 30 FT 137.4 FT 137.4 FT W Assessor's Map 82 O ZONING BOARD APPROVAL: Lot 1 �O n/ AL 40-1 Assessor's Map 82 Lot 3 Date: Existing Garage To Be -Removed 6 PROPOSED No. ADDITION /2 S . PLOT PLAN OF LAND N 1/2 ying NORTH ANDOVER, MA. � 25, Dwelling of k4se s �`` PREPARED FOR: Porch 9 6 0= DAVID PHILIP yGs JOHN B. &' NANCY' N. BARTLETT � � 101 PRESCOTT STREET CD TERENZONI W No. 38720 P gRoo�Pv SCALE:1"=30' DATE: SEPTEMBER 2 2015 F �qN ESS Revised: September 30, 2015 C)0.00' L - DAVID P. TERENZONI, P.L.S. 4 ALLEN ROAD, PEABODY, MA. 01960 PRESC0TT, STREET P15-076 I � e BUILDING PERMIT Na D RT6 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION 70 ®� 9 5 Permit No#: � � Date Received � �9ADRA7ED�'P gSSACHUS Date Issued: a- / I PORTANT: Applicant must complete all items on this page j LOCATION /O/ c:Z7T - / Print PROPERTY OWNER 0,+eAl VGr i2TL�Tr Print 100 Year Structure no MAP g Z PARCEL: ,ZONING DISTRICT: PAI_Historic District yes �Sz72 Machine Shop Village yes nd TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential 1 ❑ New Building /1K One family Addition ❑Two or more family ❑ Industrial 1 ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition El Other p Septic ❑Well ❑'Floodplain. E Wetlands Q Watershed District Water/S_ewer. DESCRIPTION OF WORK TO BE PERFORMED: z. Am/776/y o 6A/L4<5E W t Tip/ �2 �`� r l_oa P5, (3c57P Ro orYJ Identification- Please Type or Print Clearly OWNER: Name: IoHv t Phone: 978 6g;Z--23-? 7 i` Address: /o/ /�26S�o77- Contractor Name:��'�1 tl �`r/ !� Phone Email: Address: G Supervisor's Construction License: C S 0 o2QQq —Exp, Date: Home Improvement License: M-0 q(O Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST ASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contractin th ue ed contractors do not have ace 0 the g r fund Building Department g p 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 4, Building Permit Application �. Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses 4. Copy of Contract 4 Floor Plan Or Proposed Interior Work ,4. Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit l 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 .4. Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) � Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) 4 Building Permit Application Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses Workers Comp Affidavit Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) Copy of Contract 2012 IECC Energy code Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 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 PLANNING & DEVELOPMENT Reviewed On �'� Signature_ COMMENTS Lft y I N I oco 3l� CONSERVATION Reviewed on Si nature COMMEN S 50 HEALTH Revi ed on Signature G 6k C�- COMMEN S GLO -1k FEoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes IPlanning Board Decision: Comments Conservation Decision: Comments Water& Seger Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: °FIRE DEP M NTTQ` Located Oso t 384 god Stree ;SART Temp ®umpster o s to Yes'' � ga'tno ;Ltocated at 12w4 M4'treet° Fine De art - - xt t r _Ment sgna�tur�e/datiep.f�y'f. e � .. : ❑�. . " a,. tar.',. Zi{� y o\ ' ;` �- - gjMMENtTS .. t -sem,. .+.--*„.�.m �,-- Dimension l 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 MGL Chapter 166 Section 21A—F and G min.$1o0-$1000 fine N® NOTES and DATA— (For department use) T l'lw e- LPs_ f, 4 ❑ Notified for pickup Call Email Date Time Contact Name Doc.Building Pennit Revised 2014 i Location b No. ` Dated + a . - TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ Tr +� Foundation Permit Fee $ Other Permit Fee $ Teo-, TOTAL $ Check# 29.977 Building Inspector NORTH Town of � Andover t 0 y, to o K@h - ver, Mass, cocmic"Vwic" �, '1 � �RAir,EO ►P�`�.(5 s V BOARD OF HEALTH Food/Kitchen PERMIT T Septic System THIS CERTIFIES THATz. UILDING INSPECTOR _ aL has permission to erect ..................... buildings on 101. C_" F atio Ro to be occupied as .......... .......... .............. ....... ........... ...... .... ..... ...... '.~......®............. Chimney provided that the person accepting t is permit s in every respect conform to the terms of the application Final /;� ?.CO (s �(�.• 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 Rough i' ✓` ��'�r`�� p VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSIUCTOR �. UNLESS CONSTRUCTION S ough' Service .............................. ............................................. ,� ,� BUILDING INSPECTOR Fin I � ow l Z GAS INSPECTOR Occupancy Permit Required to Occupy Building 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. Smoke Det. P/ �L � rhwl � � � � � ��� v�� a�c� �/ � �. .� Lam' � � Q'� � �z�-�� 6 30 / 6 NORT1y di , Town OfAndover � _ �_. . 0 No. *M-.- h , ver, Mass, V1► $o cocHICKIWICH y1. �ds R�TEO /.Pa� 9 U BOARD OF HEALTH Food/Kitchen PERMI LD Septic System THIS CERTIFIES THAT BUILDING INSPECTOR .......... .t n ...... . .�.. .. . ... ............ .... ........... ........ P has permission to erect ............ b ' dings on . Foundation to be occupied as p .. ....... ..... .. .... Chimney) ��` provided that the person accepting this permit shall in every respect conform to the terms of the application on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration an Construction of Buildings in the Town of North Andover. D�` ` 1 PLUMBING INSPECTOR Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONST TIO Rough Service .� .,�. . . DING, .SPECTOR, ina �� L —7 --16 GAS INSPECTOR Occupancy Permit Required to Occupy Building 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 01, Street Nc Smoke Det.J i Enter construction cost for fee cal - North Andover Fee Cakulatlon Construction Cost $ 95111000.00 m $ - $ 1,140.00 Plumbing Fee $ 142.50 Gas Fee 100 comm. $ 10:0.0:0 Electrical Fee $ 142.50 Total fees collected $ 1,525.00 101 Prescott Street 852-2016 on 2/2/2016 Addition of garage and bedroom � NORTf-� own of ndover O .yr. i No. * ,� oh , ver, Mass, Z �r coc"IchowIcw �i9s R•�TEO P4���5 Ll BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System THIS CERTIFIES THAT BUILDING INSPECTOR ............. ....................... ...d. ............. .......................................... has permission to erect ..................... buildings on .1.0.-1............. .... �, ,,,,.............. Foundation Rough MAmu tobe occupied as .......... .......... .............. ............................... .. .......................................... Chimney provided that the person accepting this permit s 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 Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR �. UNLESS CONSTRUCTION S R Rough Service i .............................. ............................................. Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place onthePremises — Do Not Remove Final-YY No Lathing or Dry all To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. Massachusetts Home Improvement Sample Contract This form satisfies all basic requirements of the state's Home Improvement Contractor Law(MGL chapter 142A),but does not include standard language to protect homeowners. Seek legal advice if necessary. Any person planning home improvements should first obtain a copy of"A Massachusetts Consumer Guide to Home Improvement"before agreeing to any work on your residence.You may obtain a free copy by calling the Office of Consumer Affairs and Business Regulation's Consumer Information Hotline at 617-973-8787 or 1-888-283-3757 or on our website. Homeowner Information Contractor Information NameCompany Name ,4 ,_,7%.F rzB Street Address(do not use a Post Office Box address) Contractor/Sales er n/Owner Name o/ tE5c677- 677 I- r God Cityrrown State Zip Code Business Address(must include a street address) N. FEN00%1C /h o/Ft'5S 11,j2 /d Daytime Phone Evening Phone C' own State Zip Code �?e V7 511/01,6L r-elham 4C.H. 0,307(p Mailing Address(It different from above) Business PI I Federal Employer ID or S.S.Number Home Improvemem Contmetor Reg.Number Expiration date Lm requiresthal most home �V� improvement eontnistntion ctors have Y a valid regnumber The Contractor agrees to do the following work for the Homeowner: (Describe in detail the work to completed,specifying the type,brand,and grade of materials to be used,use additional sheets if necessarv.) t /rja_ �r�l Required Permits-The following building permits are required Proposed Start and Completion Schedule-The following schedule will and will be secured by the contractor as the homeowners agent: be adhered to unless circumstances beyond the contractor's control arise (Owners who secure their own permits will be excluded from the Guaranty Fund provisions of 6 Date when contractor will begin contracted work. MGL chapter 142A.) 4X// Date when contracted work will be substantially completed. Total Contract Price and Payment Schedule Contractor agrees to perform the work,furnish the material and labor specified above for the total stun of: Is— The o (*) Payments will be made according to the following schedule: $ cJ e upon signing contract(not to exceed 1/3 of the total ntract price or the cost of special order items,whichever is greater)/ $ �3a by / / or upon completion of $,,3e-O�by_/ / or upon completion of eaxw oeAl 71 r OLS iq izz a d'7 $ f' upon completion of the contract. (Law forbids demanding full payment until contract is completed to both party's satisfaction) The following material/equipment must be special $ ---to be paid for ordered before the contracted work begins in order to meet the completion schedule.(**) $ to be paid for NOTES:(*)Including all finance charges(**)Law requires that any depositor down-payment required by the contractor before work begins may not exceed the greater of(a)one-third of the total contract price or(b)the actual cost of any special equipment or custom made material which must be special ordered in advance to meet the completion schedule. Express warranty Is an express warranty being provided by the contractor? KNo❑Yes(all terms of the warranty must be attached to the contract) Subcontractors-The contractor agrees to be solely responsible for compl tion of the work described regardless of the actions of any third party/subcontractor utilized by the contractor. The contractor farther agrees to be solely responsible for all payments to all subcontractors for materials and labor under this agreement Contract Acceptance-Upon signing,this document becomes a binding contract under law. Unless otherwise noted within this document,the contract shall not imply that any lien or other security interest has been placed on the residence. Review the following cautions and notices carefully before signing this contract. • Don't be pressured into signing the contract.Take time to read and fully understand it. Ask questions if something is unclear. • Make sure the contractor has a valid Home Improvement Contractor Registration. The law requires most home improvement contractors and subcontractors to be registered with the Director of Home Improvement Contractor Registration. You may inquire about contractor registration by writing to the Director at 10 Park Plaza,Room 5170,Boston,MA 02116 or by calling 617-973-8787 or 888-283-3757. • Does the contractor have insurance? Ask the Contractor for his insurance company information so that you can confirm coverage,or ask to see a copy of a"proof of insurance'document • Know your rights and responsibilities. Read the Important information on the reverse side of this form and get a copy of the Consumer Guide to the Home Improvement Contractor law. You may cancel this agreement if it has been signed at a place other than the contractor's normal place of business,provided you notify the contractor in writing at his/her main office or branch office by ordinary mad posted,by telegram sent or by delivery,not later than midnight of the third business day following the signing of this agreement. Seethe attached notice of cancellation form for an explanation of this right. DO NOT SIGN THIS CONTRACT IF THERE A ANY BL PACESI!1 Itical copies iF a contract must be cop feted and signed.One copy should go t the owner The other cop s ld b [by tl ctor. E 01 H neowner's Signat a /- Contractor Signature 10/1 Date Date Contractor Arbitration The Horne Improvement Contractor Law provides homeowners with the right to initiate an arbitration action(as an alternative to court action)if they have a dispute with a contractor. The same right is not automatically afforded to a contractor,however. The contractor would have to resolve any dispute he/she has with a homeowner in court unless both parties agree to the optional clause provided below. This clause would give the contractor the same right to arbitration as is afforded to the homeowner by the Home Improvement Contractor Law. The contractor and the homeowner hereby mutually agree in advance that in the event the contractor has a dispute concerning this contract,the contractor may submit the dispute to a private arbitration firm which has been approved by the Secretary of the Executive Office of Consumer Affairs and Business Regulation and the consumer shall be required to submit to such arbitration as provided In Massachusetts General Laws,chapter 142A. Homeowner.'s Signature Contractor's Signature NOTICE:The signatures of the parties above apply only to the agreement of the parties to alternative dispute resolution initiated by the contractor. The homeowner may initiate alternative dispute resolution even where this section is not separately signed by the parties. Homeowner's Rights ` A homeowner's rights under the Home Improvement Contractor Law(MGL chapter 142A)and other consumer protection laws(i.e.MGL chapter 93A)may not be waived in any way,even by agreement. However,homeowners may be excluded from certain rights if the contractor they choose is not properly registered as prescribed by law. Homeowners who secure their own building permits are automatically excluded from all Guaranty Fund provisions of the Home Improvement Contractor Law. The contractor is responsible for completing the work,as described,in a timely and workmanlike manner. Homeowners may be entitled to other specific legal rights'if the contractor guarantees or provides an express warranty for workmanship or materials. In addition to guarantees or warranties provided by the contractor,all goods sold in Massachusetts carry an implied warranty of merchantability and fitness for a particular purpose. An enumeration of other matters on which the homeowner and contractor lawfully agree may be added to the terms of the contract as long as they do not restrict a homeowner's basic consumer rights. If you have questions about your consumerihomeowner rights,contact the Consumer Information Hotline(listed below). Execution of Contract The contract must be executed in duplicate and should not be signed until a copy of all exhibits and referenced documents have been attached. Parties are also advised not to sign the document until all blank sections have been filled in or marked as void,deleted,or not applicable. One original signed copy of the contract with attachments is to be given to the owner and the other kept by the contractor. Any modification to the original contract must be in writing and agreed to by both parties.Contracted work may not begin until both parties have received a fully executed copy of the contract,and the three day rescission period has expired. Accelerated Payments A contractor may not demand payments in advance of the dates specified on the payment schedule in cases where the homeowner deems him/herself to be financially insecure. However,in instances where a contractor deems him/herself to be financially insecure,the contractor may require that the balance of funds not yet due be placed in a joint escrow account as a prerequisite to continuing the contracted work. Withdrawal of funds from said account would require the signatures of both parties. Additional Information If you have general questions or need additional information about the Home Improvement Contractor Law or other consumer rights,or if you wish to obtain a free copy of "A Massachusetts Consurrier Guide to Home Improverment" contact: Consumer Information Hotline Office of Consumer Affairs and Business Regulation 10 Park Plaza,Room 5170,Boston,MA 02116 617-973-8787,888-283-3757 or visit the OCABR website at littp://www.mass.i4ov/ocabi-/ If you want to verify the registration of a contractor or if you have questions or need additional information specifically about the contractor registration component of the Home Improvement Contractor Law,contact: Director of Home Improvement Contractor Registration Office of Consumer Affairs and Business Regulation 10 Park Plaza,Room 5170,Boston,MA 02116 617-973-8787,888-283-3757 or visit the HIC website at bttp://www.mass.gov/ocabr/ Go online to view the status of a Horne Improvement Contractor's Registration: http://db.state.ma.us/homeimprovement/licenseelist.asp For assistance with informal mediation of disputes or to register formal complaints against a business,call: Consumer Complaint Section Office of the Attorney General 617-727-8400 AND/OR Better Business Bureau 508-652-4800,508-755-2548 or 413-734-3114 Version 2.1-11/22/20 10 Yhe Commonwealth ofMassmchusetts Department of IndustrialAccidents � - _ d 1 Congress Street,Suite 100 Boston,MM 02114-2017 ✓ wlvw.mass.gov/dia % kersv Compensation fusurantce Affidavit:Buidders/Contractors/Electricians/PLumbers. TO BE FMED WITH THE]PERMITTING AUTHORITY. Applicant Information // Please Print Legibly Name(Business/Organization/Individual): � �-�/a� n ,r`�, a t~ Address: (2" 02 /1/[ T 4�dl. V e City/State/Zip: .� Phone Aseyou employer Checktijeappiopriatebox: Type of project )Fequired): I, am a employer with _employees(full and/or pant time).° 7. []Now construction 2. I am a sole proprietor or partnership and have no employees working for me in 8. Remodeling any capacity.[No workers'comp.insurance required.] 9, ❑Demolition 3..Q I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10 0 Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or era sole 11.❑Electrical repairs or additions proprietors withno employees.- -—12:QPlumbing-repalrSAr-additions,..,...,.. 5.F1 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.Q Roof repairs These stab-contractors have employees and have workers'comp.insurance.1 14.❑Other 6.Q We are a corporation and its offieers have exercised their right o£exemption per MGIC c. 152,§1(4),and we have no,employees.[No workers'comp.insurance required.] *Any applicant that checks liox#1 must also rill out the section below showing theirworkers'compensation policy information Homeowners who submit this affidavit indicating they are doing allwork and then hire outside contractors must submit anew affidavit indicating such tContractors that check this box must-attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. Ifthe sub-c6n&d6rs fiave employees,'tkey must provide their workers'comp.policy number. I am an employer that is pfovidirzg workers'compensation insurance for my employees.'Below is the policy and jo/i site information. Insurance Company Name: / ` //�,Q I } / Folic #or Self-ins,Lie. #:i6, 1-v " � 7✓ /�! —1 Expiration Date: "'�1" ��` �✓ Y 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 MGL e. 152,§25A is a criminal violation punishable by 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 ' the vio .A copy of this statement may be forwarded to the Office of Iuvestigations of the DIA for insurance coverage ver o . X do hereb c 'y under pan a d p es of p ur"�that the information provided above is true and correct. Si nahi Date: Phone Official use only. Do not write in this area,to be completed by city or toren Official. City or Town: PermitlLicense# 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 ag 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 baire, express or implied,oral or written." ' An employes is defined as"an individual,partnership,association,corporation or other legal entity,of 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 anotherwho 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 ofthis 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'contractox(s)name(s),address(es)and-phone number(s)along with their certificate(s)of - insurance.—L-imited Liability-C-ompanies-(L-L-C)-ox-L-imited LrabiEty-Rm-bie-rshi�s(LLP)with no employees o erthan Me 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 ofinsurance coverage. .Also be sure to sign and date the affidavit. Tlie'aff'idavit'should be reftned 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 ox 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"fob Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. Anew affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston,MA 02114-2017 Tel.##617.727-4900 ext.7406 or 1-877-MASSAFE Fax#617-727-7749 Revised 02-23-15 www.mass.gov/(Ra 03/06/2013 01:09 6038826137 FRENCH PAGE 01/01 ACORO CERTIFICATE OF LIABILITY INSURANCEFDATE(MMIDD/YYry) �•►� o i/27/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,sublact to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s), PRODUCER CONTACT Rhonda Phelps French Insurance Agency, Inc. PHONE (603)882-9532 FAX (603)882-6137 12 Derry Street EMAILIALQ RhondaPhelps@Comcast.Net Hudson NH 03051bbRr INSURBR S AFFORDING COVERAOE NAIL INSURBRA:Llberty Mutual INSURED Frederick A Godbyr INDUR911 a:Tavelers Indemnity of America 25666 Frederick Godbyr Cabinets&Carpentry 9450 22 Mount Vernon Dr INSURFR D• Pelham NH 03076-2349 INSURER,B INSURFK COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN$R TYPE OF INSURANCE ADDL BURR POLICY EFF POLICY FXPLTR Men "in POI ICY HUM13ER LIMITS A X COMMERCIALOENrRALLIA1aILITY BK856385443 10/27/2015 10127/2016 EACH OCCURREN E 5 500,000 CLAIMS-MADE FXI OCCUR DAMAGE TO RENTED $ 300,000 MED FXP one ,son s 15,000 PERSONAL&ADV INJURY § 500,000 OEN'LAGGREGATELIMIT APPLIES PER: GENERAL AGGREGATE $ 1,000,000 POLICY❑PRO- LOC PRODUCTS- P! PAGG S 1,000,000 X HA JECT $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S ANY AUTO BODILY INJURY(Per person) $ ALL AUTOS EO AUTOSULEO BODILY INJURY(Per=ideal) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS IPArAwIdAnll $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AOOREOATE S 11TINTION B WORKr.R9 COMPfiNSATION 6JUB-4345P31-1-15 08/31/2015 8/31/2016 77 PER OTH, AND EMPLOYERS'LIABILITY ANY PROPRIETORlPARTNERlFXECUTIVE I E.L.EACH ACCIDENT S 100,000 OFFICERIMEMBEREXCLUDED? NIA (Mandatory in NMI f.L DI EASE-EA EMPLOYEE 5 100.000 D 5 R IO under RI E.L.DISEA -POLI Y LIMIT S 500'000 DESCKIFTION OP OPERA'T'IONS!LOCATIONS/VEHICLES(ACORD 101,Additlonal Remarks 8ah9duta,may ba attgohed If mope space Is required) CERTIFICATE HOLDER CANCELLATION A1000789 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWnOfNOrlhAndoverMA THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 120 Main Street North Andover MA 01845- AUTHORIZED REPRESENTATIVE ®1888-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014101) The ACORD name and logo are registered marks of ACORD Gu aaaas�apu(I *4(O o HN'VWHI3d V 81Q_NONb3n 1NnoW NbASGOJJ. 71DI2ia321 Ien ! .P 9�0 5 .ude��dx3, P.niul 96L0 uoi}e�Tsi6a '#* - ?1�1�Vb1N���N31N3AO21dW1 3U.UQ auutiF?��a74 21 ss u�sng s�Fe}►V,;1Yusuo�<No 3z)-916. - a in;eu2is;noy;lm plleA JOK i 911Z IAT`.uolsog OLTS a3lns-mid 31a9d Oi r- t sac r g�pu ;sale33T:xa lnsuq,3 3o aa%o a ►yp*uno33i,a;euogyaidxayay;aao0_q jtuo assn Inpinlpui ►o3'Pllen uol;ea;s��a r aaasuaa�Z.' 1 � Massachusetts Department of Public Safety Board of Building Regulations and Standards i License: CS-092009 Construction Supervisor FREDERICK A GQDBYR 22 MOUNT VERN'O p r PELHAM NH 03476 '. r 14,y Expiration: ' Commissioner 05/05/2017 The Board finds that the appliciint"hassatis5zd the provisions-of Tdble 2 and sections 7.3 and 7.3.2,of the Zoning Bylkw ih order to construct a two(2)car-garage and master bedroom.to the side of existing home at 101 Prescott Street(Map 82,Partel.2)-,North AfidoVer,MA. 01845 in an R-4 Zoning Mtiict. The Boardfinds the owi. -n 'to circumstances Mating to soil conditions,shape; of the land or structures g h ography and especiallyaffectingmichland.or structures but notaff6dft-gefieral)y ft=zonidg OiWict.in general,a literal enforcement ofthe'provisions of the Bylaw will involve,substantial hardship,financial onotherwise,to the petitioner of�appjicant.The'BoaTd finds,that desirable relief may be granted without substantial detriment to the public good arvd.-withournullifying or substantially derogating from tbe-intent011ie purpose of this Bylaw. Notes, L This decision shall not be in effect until a copy of Phis decision-is recorded atthe-Essex County Registry of Deeds,Northern District.at'the applicant's expense. 2. The granting ofthe Variance as TPquested 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 reguktions;prior to the issuance of a.'building-permit.as required by.the"Ihspector of Buildings. 3. If tbe:A&s authorized by the variance are not-mrclsed.-I year of the date-of the�rarit,it shall lapse,and may be re-established only after notice,and a new headirig. North Andover Zoniig and oVAppeals Albert'R`Manzi III,Esq.,Chairperson EMen'P-Meltore,Acting-Chair Allan Cus6ia Paull Koch DougLudgin Atssoclatv-Metnbers Nathan Weinreith Deney Mutganthal Decision 2015-068 Page 2 oft Town of North Andover ZONING BOARD OF APPEALS ' ` ?'-Er. Albert P.Manzi III,Esq.Chairmanr� _ Ellen P.McIntyre,Trice-Chairman of Na;ry qMo 2015 t-Cj S� 23 P M 1G: 0 7 D.Paul Koch Jr.,Esq.Clerk i.? e : _ '__` •° oc ('i 1 Doug Ludgin. Allan Cuscia iS z e art' t�(}°��'1 �,,;n,=:•. _... .Associate ,� 'Nathan Weiareich 'Jr,4.,�taraa'� . Alexandria Jacobs,Esq. �$ + Deney Morganthal Town Clark Tune Stamp Any appeal shall be filed within(20) Notice of Decision days after the date of filing of this Year 2015 notice in the office of the Town Clerk, per Mass.Gen.L.ch.40A,§17 Property at:101 Prescott Street(Map 82 Parcel 2),North Andover,MA 01845 NAME John Bartlett HEARING(S): November 10,2015 ADDRESS: 101 Prescott street PETITION: 2015-008 (Map 82 Parcel l),North Andover,MA 01845 The North Andover Board of Appeals held a public hearing at The Town Hall,at 120 Main Street,North Andover, MA on Tuesday,November 10,2015 at 7:30 PM on the application of John Bartlett, for property located at 101 Prescott Street (Map 82, Parcel 2), North Andover, MA 01845. The Petitioner is requesting dimensional variances for 101 Prescott Street to allow for a lot line adjustment between properties depicted as Assessor's Map 82,Parcel 2. A Variance is requested for minimum setback area pursuant to Section 7.3,7.3.2 and Table 2 of the Zoning Bylaw(Dimensional Requirements for Setback Area). Legal notices were sent to all the certified abutters provided by the Town of North Andover,Assessors Office,and were published in the Eagle-Tribune,a newspaper of general circulation in the Town of North Andover,on October 27 and November 3d 2015. The following regular voting members were present,Ellen P.McIntyre,Paul Koch and Allan Cuscia also associate member,Doug Ludgin and Deney Morganthal. VARIANCE: Upon a motion by D. Paul Koch and 2nd by Allan Cuscia,the Board voted to Grant a Variance per Section 7, paragraph 7.3 Yards (Setbacks), 7.3.2 Projections into Side Yards and Table 2 of the Zoning Bylaw in the R-4 Zoning District to allow the construction of a two (2) car garage addition and Master Bedroom with a Setback Variance of 7.6 feet(left side),be constructed where 15 foot setbacks are required in the R-4 Zoning District. The following members voted in favor of the Variance were Ellen McIntyre,Allan Cuscia,D.Paul Koch,Deney Morganthal and Nathan Weinreich. Vote 5-0 all in favor Variance Granted. Site: 101 Prescott Street(Map 82,Parcel 2)North Andover,MA.01845. Variance under Section 7.3,7.3.2 and Table 2 of Zoning Bylaws in the R-4 to add a two(2)car garage and master bedroom to the side of existing home. Plan(s)Title: 1. Drawing of the"Plot Plan of Land"containing one sheet(1)dated September 2, 2015/revised September 30,2015 from David P.Terenzoni,PLS of Peabody,MA. 01960 2. Drawings of Plot Plan,Floor Plans,Exterior Elevation Front and Rear Perspective views,containing twelve(12)sheets dated September 07,2015 Drawings from Payal Mody and Ben Strong Page 1 of 2 f C?��ze ePao�zmzaraire�a���.craaa�ica Oface ofSC6nsumer A'ffmrs.&Business Regudat�on NMI,E;IMPROVEMENT CITRACTOR I egtsfraPon 50796 Type: Expiation 5!272016 Individual iL a �� -`YR r` 'DR - Undersecretary License•or registration valid for individul use Wly before the exaii' cai,3ate If fadn`d,; Lir Office of rvt;nsu pr AffjiisSand Bess{ 10 Park Plaza-Suite 5170 Boston,M 2116 Not valid without signature M- assachusetts Department of Public Safety ,Board of,•Building Regulations and Standards ' ticense. GS-092009 ` Construction Supervisor FREDERICK A GOA' +� 22 MOUNT VERNON 0 ">. PELHAM NH 03676 ". yr a. /���� 3Cw"', l� Expiration: Commissioner 05/05/2017 4 North Andover MIMAP January 27, 2016 c ott tr Es esG -OTT ST w a ;s F 101 PRESCOTT ST ' i .� 082.0-0011 ,k x 40 i 93 PRESCOTT ST r n 082A-0003 i1 083.0-0003 i j i p 082.0-00'15 �i J 1C a� }083.0-0002 0 MVPC Bo InteI mtates - Horizontal Datum:MA Stateplane Coordinate System,Datum NAD83, — —SR - Meters Data Sources:The data for this map was produced by Merrimack pORTM Valley Planning Commission(MVPC)using data provided by the Town of - Roads Of t`ao 14 1 North Andover.Additional data provided by the Executive Office of l i Easements - r baa re•� � Environmental Affairs/MassGIS.The information depicted on this map is Parcels 3 L for planning purposes only.It may not be adequate for legal boundary F - to definition or regulatory interpretation.THE TOWN OF NORTH ANDOVER MAKES NO WARRANTIES,EXPRESSED OR IMPLIED,CONCERNING # y THE ACCURACY,COMPLETENESS,RELIABILITY,OR SUITABILITY # s Jf OF THESE DATA.THE TOWN OF NORTH ANDOVER DOES NOT 0,0 _ti • ASSUME ANY LIABILITY ASSOCIATED WITH THE USE OR MISUSE OF THIS INFORMATION ,SSACMUS�� 1"=45ft ��. Z. Assessor's Map 83 Lot 2 2615 C'->:C 9 _ Zoning District: R4 100.00 Deed Reference: Book 14176, Page 111 Assessor's Map 82, Lot 2 Proposed Lot Coverage = 9.7% f im ai:--lu 611,D3EB`r NortheIT4 Dfstrict of Raw$S3 01Z-o "d P rd.It l"d ' 20 ZONING DISTRICT A:1: C*0—' rm t RESIDENCE R4 L—r u Area = P;"-A!4 NO.4434* 2 1, 725 S.F.f ITEM REQUIRED EXISTING PROPOSED :17' st: LOT AREA 12,000 SF 21,725 SF 21,725 SF LOT FRONTAGE 100 FT 100 FT 100 FT >c � Cr.�2rlcze�p O FRONT YARD 30 FT 24.6 FT 37.6 FT O SIDE YARD 15 FT 9.6 FT 7.6 FT REAR YARD 30 FT 137.4 FT 137.4 FT 40 �..n/ v Assessor's Map 82 O O ZONING BOARD APPROVAL: Lot 1 �O � N AL Assessor's Map 82 Lot 3 Date: Existinq Garage 8• 7 To Be 'Removed PROPOSEDNo.1'01 ADDITION �1 1 2 StoryA PL 0 T PLAN OF LAND Vin25, DweVing A of k4ss NORTH ANDOVER, MA. ^�j0 P rch 9 6 z��P 9ctia PREPARED FOR: o DAVID s ^� No. 3872Q0 PHILIP JOHN B. & NANCY N. BARTLETT TN 101 PRESCOTT STREET W No. 387 --- o� � A;'��FESS� SCALE:1"=30' DATE: SEPTEMBER 2 2015 ^ qN �, Revised: September 30, 2015 100.00' �'- - DAVID P. TERENZONI, P.L.S. 4 ALLEN ROAD, PEABODY, MA. 01960 P R E S C O T T S T R E E T P15-076 14111"O.-K,a- 'TEix`,TO BE D[TERr-lIN::u Ac�rCx;'nr3; TO GRADE NOTES. I. REMOVE ALL PARTITIONS INDICATED E31- PATIO 1- PATIO DOTTED LINE. 2. ALL NEW WORK ABUTTItJG EXISTII-IG SaALL MATCH IN TFXTURE AND APPEARANCE" -2 3. PATCH FLOORS,WALLS 4 CEILINGS WAERE 4E-ET a EXISTINLG FAMILY ROOM TO WAVE BEEN REMOVED 60 THAT 12' TO REMAIN UNC"414YED SURFACES ARF_FLUSFJ AND CONTINUOUS. . u 4. PROVIDE ALL 54ORIt.Y AND TET-PORARY BRACIW,TO EXISTING STRUCTURE DURINY, ——— —————— ——————— ——— ———————— ———— � DEMO OPEi2AT10N5 TO ASSURE TFlA?Il"IS - _ SUBSTANTIALLY SUPPORTED. I � I r— ———————— ——� —————————————— ——— 5. PROVIDE TEMPORARY DUSTFRooF PARTITION5 IN AREAS OF WORK. I I ti I I = I I 6. CONTRACTOR SHALL VERIFY AND BE RESFYJNSIBLE ld'GONIC. FOUNDATION ON FOR ALL DIt1EN510NS AND FIELD GOI-CATIONS. 10"X2C"CONC. FOOTING I I REPLACE EXI5TINY�DOOR WITH NEW I HOUR FIRE RATED DOOR I I ( i I 4"CONCRETE sLAe PIN TO EXISTINY FOUNDATION WTH GARAGE SHALL BE FINISHED 24""4 a 8cc WITH 5/8""TYPE X"GYPSUM EMBED IN EXISTING WIT"EPDXY WALLBOARD 24' I I TWO CAR GARAGE I I TYPICAL FOUNDATION WALL 12EINFORCIWS-(2)-4 TOP,(U -4 MID"EIG"T LAP 18"WITH 15"L CORNER BARS I IS" FOUNDATION CONT-RETE -rill I WALLS,FOOTING AND BASEMENT SLAB Fac 300OPSI AIR ENTRAINED EXISTING"OUSE TO REMAIN UNlC1-IANGED I I IL-- -------------------------- 5"EET a 25' 8' FIRST FLOOR /FOUNDATION FLAN DEQ, 5, 2015 DRAWN BY: PROPOSED ADDITIONS 4 }RENOVATIONS MARTHA MAGINNI5 BARTLET 1 RESIDENCE 55 REGENT AVE. 101 PRESCOTT STREET BRADFORD, MA, 01535 (975)374-5719 NOZTN ANDOVER, NA, S"EET b 544ED DORMER 29'-2°± 5 IEET a 4'43" 8'-2" 10' FRAME WALL ON Llb' OROOF BELOW ITYC) S"OWER REMOVE AND LOSEISOPENItJ'.,� �(2)2.X6 BETU.EEN WINDOWS 19 MASTER BEDROOM WALK IN CLOSET wRNACE 4'40° N\ m 2'a/6'9II 3 8' II KNEE WALL a \� DN �L 2-18 II 5' SAVE SPACE II PROVIDE ACCESS S"FET 8 a- m 25 — -------- — CE SECOND FLOOR PLAN 1/4 11=]'-O NOTE: ALL BEDROOM UI,DOU6 614OWN SHALL BE MODEL NO.2842 WIT"RO=2'-10 1/8"X 4'-4 7/8".AS f1ANJFACTURED BY ANDERSEN BATHROOM LUNI 5"ALL BE YIODEL N,. 2832 WIT"RO=2'-10 1/8"X 3'-4 7/8" DEC. 8, 2015 DRAWN BY: PROPOSED ADDITIONS 4 RENOVATIONS MARTHA NACINNIS 5AR 1 LET I RESIDENCE 58 REGENT AVE. BRADFORD, NA. 01835 101 PRE-C/--OTT STREET (978)374-8719 NORTH ANDOVER, MA, F TF I F-1 I I 1.1 jjl:� I NEW coNSTRUcn0N EXIUTNr5 STRUCTURE L------------------------------- FRONT ELEVATION DEC, 8, 2015 DRAWN B,-: PROP05EID ADDITIONS 4 RENOVATIONS MARTHA MAGINNIS E3AfPTLETT RESIDENCE 58 REGENT AVE. 101 PiRESCOTT STREET 3 BRADFORD, MA, 01835 (978)374-8719 NORTHANDOVERMA, NOT USED DEC. 5, 2015 fi i3OpOSED ADDITIONS 4 RENovATIONS MARTHA M (NNIS E3,Af;RTLETT RESIDENCE 55 REC T AVE. 101 PRESCOTT STREET SR ORD, MA. 01535 NORTH ANDOVER, MA. ( )374-5719 / EXISTING ROOF-TO / DE REMOVED 12F-12 F---j ® ® � , REMOVE D<Isnt•Y Lij I UANDOWIS AND CLOSE OPENING, Fffl El H IFFP El ADJUST FOUNDATION IN FIELD TO ACC'.OI'10DATE FAMILY ROOM UANDOW 1 NEW CONSTRUCTION I ____________________________J .EFT SIDE ELEVATION DEC. 8, 2015 DRAWN f3Y: PROPOSED ADDITIONS 4 RENOVATIONS MARTHA MACINNIS BARTLETT RESIDENCE 58 REGENT AVE: 101 PRESCOTT STREET 5RADFORD, MA. 01835 NORTH ANDOVER, MA. (978)374-8719 I CONSTRUCTION E1EYQ-D o Ll a o a RICHT SIDE ELEVATION /� DEC, 6, 2015 DRAWN BY: PROPOSED ADDITIONS 4{-RENOVATIONS b MARTHA MAGINNIS BARTLETT RESIDENCE 55 REGENT AVE. 101 PRESCOTT STREET BRADFORD, MA, 01,535 ('370)374-0719 NORTH ANDOVER, MA, i i r tJEW RGY7f=� EJ El D El 1--BUILD WALL ON ROOF FT n all NLID C0N5TRllGTI0t4 REAR ELEVATION � DEC. 8, 2015 DRAWN BY: PROPOSED ADDITIONS 4 RENOVATIONS MARTHA MAGINN15 BARTLETT RESIDENCE 58 REGENT AVE. 101 PRESCOTT STREET BRADFORD, MA, 01835 (c378)374-8719 NORTH ANDOVER, MA. i (5)16d NAILS CEILING JOIST TO RAFTER TYP: AT TOP PLATE SIMPSON H2.5A HURRICANE CLIP END OF EACH RAFTER, TTP CONT, RIDGE VENT 2X12 RIDGE 2X8 BLOCKING BETWEEN RAFTERS ARCHITECTURAL SHINGLES CONNECT WITH (3) 8d TOE NAILS 1/2" EXT. PLYWD, SHEATHING TO PLATE 2X10 ROOF RAFTERS SEE SHEET 9 SLOPE CUT - NAIL WITH (5) 12c! "LAPPED CEILING JOIST" DETAIL 2X10 9 16° OC CONT. MTL. DRIP EDGE CONT. SCREENED SOFFIT VENT 12F12 TYPICAL WALL SECTION SIDING TO MATCH EXISTING EXISTING 1/411=,'—O 1/2" EXT. PLYWD, SHEATHING STRUCTU E3EYONID HOUSEWRAP EQUAL TO "TYVEK" 3/4" TdG PLYWD. SUBFLOOR SEE SHEET 9 2X6 STUD WALL 14" AJS 25 MSR 9 I16" OC 1 11 "12AFTER THRUST DETAIL" R=21 FIBERGLASS INSUL. NOTE: FLOOR AND TOP PLATE OF NEW CONSTRUCTION ft SHALL BE FLUSH WITH ADJACENT EXISTING FLOOR AND TOP PLATE GARAGE SHALL BE FINISHED WITH 5/8" "TYPE X" NOTE: GYPSUM WALLBOARD ANCHOR BOLTS SHALL BE 1/2" DIA, 9 6' O.C., NOT MORE THAN 12" FROM CORNERS, BOLTS SHALL EXTEND A MIN, OF 7" INTO CONCRETE 10" CONT, CONC. FND, W/ BIIUM, DAMPPROOFING 4" GONG. SLAB 10"X20° CONT. GONG, FTG. 6" GRAVEL W/ POLY VAPOR BARRIER DRAWN E3Y: MARTHA MACiNNiS PROPOSED ADDITIONS 4 RENOVATIONS 58 REGENT AVE. BRADFORD, MA. 01835 E3Ai�T1-ETT RESIDENCE (c375)374-571'3101 PizESCOTT STREET NOIRTN ANDOVER MA, NEW 2X10 ROOF RAFTERS / USE ICE 4 WATER SHIELD OVER ENTIRE ROOF SURFACE 2XIO 9 ICo" OC- REMOVE CREMOVE EXISTING ROOF / WHERE INDICATED ON FRAMING PLANS I EXISTING BEARING WALL I/ RAISE WALL TO FULL 8' EXTEND TO UNDERSIDE FLUSH OF RAFTERS FOR SUPPORT NOTE: FLOOR AND TOP PLATE OF NEW CONSTRUCTION SHALL BE FLUSH WITH ADJACENT EXISTING FLOOR AND TOP PLATE EXISTING EXTERIOR WALL 1 SECTION through EXISTING HOUSE AND ADD I T I ON 1/4"=11-O DRAWN BY: MARTHA MACINNIS PROPOSED ADDITIONS $ RENOVATIONS 58 REGENT AVE. �3,�� �-��� RESIDENCE BRADFORD, MA, 01535 � 8 f 3 (978)374-8719 101 PRESCOTT STREET NORTH ANDOVER MA. I" RIM BOARD - AROUND PERIMETER 14" AJS 25 MSR g 16 OG (2) II-1/4" LVL HEADERS AT GARAGE DOORS SECOND FLOOR FRAMING DRAWN BY: MARTHA HACINNIS PROPOSED ADDITIONS RENOVATIONS 58 REGENT AVE, �3,�RT�-.E�"�" RESIDENCEBRADFORD, 1"1A. 01835 g (978)374-8719 101 PRESCOTT STREET NORTH ANDOVER MA, (8) 1661 X 3-I/4" (.135) 2X BLOCK INSTALL AFTER STRAP IS STRAP TO CEILING JOIST INSTALLED ALSO USE AT CLG, JOIST LAP SIMPSON T522 STRAP SEE "LAPPED CEILING JOIST" (l) 8 d .113 Q 3 OC MIN (8) SIMPSON IOd - 1-1/2" DETAIL BELOW PLTWD TO BLOCKING NAILS TO RAFTER BUILD WALL ON BEHIND STRAP TO FIT TOP OF ROOF FOR OVERFRAME ROOF BELOW SIMPSON N2.5A HURRICANE CLIP (3) 16d NAILS PLATE TO RIM CRICKET (2) 10 d TOE NAILS 2X BLOCK BLOCK TO JOINT 8d TOE NAILS 5" OC 2X BLOCKING AT RIM TO PLATE STRAP FOR 48" 2X12 RIDGE 2X12 RAFTERS 9 16" oG RAISED PLATE RAFTER THRUST DETAIL EXISTING IRODF TO BE P-EMG VIEID SEE °RAFTER THRUST" DETAIL BELOW (5)1661 NAILS CEILING JOIST TO RAFTER TTP. AT TOP PLATE s SIMPSON H2.5A HURRICANE CLIP }GOOF FRAM I NG PLAN y�Tti� BLOCK 2X END OF EACH RAFTER, Tl'P NAIL (10) 16d �9,o ti� NAIL (4) 12d 2X8 BLOCKING JOIST FTO R BETWEEN RAFTERS AIR SPACE CONNECT WITH (3) 2" MAX 8d TOE NAILS CEILING JOIST 1.5" MIN TO PLATE SIMPSON 142.5A HURRICANE CLIP INSTALL EITHER NEAR OR FAR DRAWN f 3Y: MARTHA MACINNIS PROPOSED ADDITIONS 4 RENOVATIONS TYP- SAVE 5LOCKING DETAIL 58 REGENT AVE. AT LAPPED CEILING JOIST Q BRADI=oRD, MA. 01835 �����-��� RESIDENCE J lol PRESCOTT STREET (978)374-8719 NORTH ANDOVER MA, LSTA3ro STRAP TO PLATE I` OF PONY WALL cYl I II I II ii II , I II cn Q NEIADER TO EXTEND I I I I I I I II II II Z 44ER WALL PANEL z } II I II _ U < II II I IIz z Q I I (2) 1,75 X 11,25 LVL "FADER Z I I I I I I I N � 1 < Q 0 12" � < Q m O CONNECT PLATE TO HEADER WITH 2 ROWS IOd 9 12" OC U SIMPSON LSTI 49 STRAP z AT EACH END OF OPENING ON INSIDE FACE OF WALL U LL O � zz CS)p CONNECT PLATE TO HEADER �- 0 u- WITH 2 ROWS 16d SINKER 0 NAILS Q 3" OC _ BLOCKING FOR SHEATHING w 4' ABOVE TOP OF FOUNDATION - Z CONNECT WIT".(3) 16d SINKER NAILS _ (2)2XC6 PT SILL SILL SEAL CONNECT STUDW WIT" 2 ROWS IOd NAILS ,w 4" OC U Lu z J li SEE POST REQUIREMENTS JU PER FRAMING PLAN (2) 1/2" ANCHOR BOLT WITH WASHER PLATE W O A307 BOLTS 7 EMBEDMENT O LU LU #4 DOWEL "4 REBAR O 0 A CORNER >> TOP d BOTTOM {� 24" MIN. OF WALL2411 " 12411 nOn 11� nOn// (1JC_ COORDINATE WITH GARAGE DOOR ROUG" OPENING PRESCRIPTIVE DESIGN 10A GARAGE DOOR FRAMING REQUIREMENTS BASED ON IfRG 2009 METHOD CS-PF FIG, R602,10,4,1,1 m c� 0 z } Q m � LU Z = LL >` 3"OG SHEATHING EDGES Q (Y1 1 311ocQ !n f -i ... . . . . . . . . . . . . . . . . . . . . . . . . 4 ROWS . . . . . . . . . . 'I'I I I •I•I 1 I •I•I I I w^ •I•I I I ,I.1 I I ,1,1 I I t1! 3 ROWS 8d NAILS 12" OG I I I I I I 11 I I I 'I'I I I •I•I I I •I•I I I 0 •I•I I,I, -I.1 I'I' •I•I I'I' •I•I 1 I I I I'I' ,I,I I'I' I,1 IT I'I I•I• I I I•I• I I I•I• 'I'I I,I, 'I'I I,I. CONNECT SHEATHING TO HEADER I I I I I I I I >, II I1 II 1.I. II LI. ` 1 1 I•I• tu WITH Sd COMMO9N NAILS IN O I I 1 1 1 1 1 1 V 3" OC GRID PATTERN AS SE-TOWN 1 1 I I I I I I II II. II II II II lit z Q I .I A.— W W I.r------I 1 I r------1 1 1 r-----, I + — CONNECT S"EAT"ING TO ALL STUDS, II II II II II II PLATES, SILLS AND BLOCKING I'I I II I 11 I I I I VJ LU •I•I I I WITH 2 ROW`' Sd COMMON NAILS I'I' 11 I'I' cj) W � 0 fi' 3 OG I I 11 I I I•I 'I'I II II I1 II II O Q •I•t I I I I I'I' I I I'I' O U z .I.I I I 11 1'I' 11 I'I' � � •Q I I I I I I I-I• I I I•I• � � � r- I I I•I• ,I,I I.1 ,I;I I I � � Lrw •i• i•i i i •i'i i i +�-+ � �-- QC I I I•I• •I•I I I •1•I I I (�� II II II II II II � — 1I I•r 'I'I 1 1 'I'I I I I I I•I• '1'I I I 'I'I I I I I I.I. •I.1 I I •I•I I I J-U' I ' LL-----J� LL-----J1 Ll_-----JJ O SHEATHING REQUIREMENTS 105 tri 4`�F# ?'k to�SS R C, D: 81 0f. r N{ pN Ll MIN .'l�``W OOD Dom&D ,411 othw n0111he not shown j3RAC1AJG- To DE PEStCoVE17 fVvl7 to" in oont'orm&wd with t Reg'd Air Space 1 1RtGFt7 � `P L15S NII\Uf 1"+A2Erf a lz":&C. 7sbld96023 (/Jot"the 2X Blocking 0 16" o.c. l�lt'lt6r!� -+ /3�rlu .tat) r9eweactic/eEEa Coca(��Ch Edl!!on at stud rim to first Joist i See Plans and Suctions �_- � La for Hurricane Clips and Calling Rafter connections. : NAt41t✓ r3J per bid" •a•- B/ae;kl I I £ f G�tQ�tirti 6awt�O 4S —`o 514 ALL CovFt To 1 Yn tNaR ti? 2X BlockinNA g �+m�T� Connmct lI with roe Nail (5) - 6d nails ®6" o.c, F'LtC. G !�$4� - w g nswe per black (typ.) Connect lJrywoll with d nails ;p�a1 fi t t � .QWTSIDE C0FLN Z P• p�r/a i r„ ���B I `�`'E'Lau6� �`�o c,p ASrM;;gip . Type W or S straws ® 12" o.c. ( , per ASTM C 1002 with o 2 x 4 Blocking minimum penetration of 5/8" i '� 1 5j$ Bd Joh rk111 4 b"p,C. at 1•lorizon ta/ t r (lyp.J Sheathing Connect Wall & Roof Sheathing STALL i s w/th Bd nails a1+ 6" o.c. t►u#ava� � . � De�84.� at pansl edges and 2X Blacking 0 16" O.C. WIN �!7 I 1L� a IZ"oC �t1t�KillAG i 12" o.c. In the interiors. at stud rim to first ✓blot Cbz"x.lal� /bd Nettles Alternate Attachment i 16 9a, 1 .7/4" staples t�t4f�CH1n1G � � Daub/m � �� � d$roaking t1®� T/Ii. at 3' o.c. at pone/ edges ih lAb' (htN Z4 _ u jokwo and 6" o.c, at /ntenors �-+ Joist NlA _ G Wamp Io/et or r. 1 lntaarier OLM t ove. �tRvG�'siftld Savelm � t•ttrt~ Ya 1�, Ire PA('jLL I ACM per-titian t g; A)O'r' epRAIl a end Mlle -2 "x Q 1l3" wall REO W412 CO X11"1 10AR D ! lfd palls -.9 / "X 0,13.5 WMtr' 8d Toe Nall.® 6" o.c. . � Rim Jalst to plate (typ.J---'r (3) - 16d noils b 15" o.e. SPLICEIN5lDC C, FtnaGa4x C�Ett`A1l CLD 15 of Brocewoll into IVLfiA 1 L l ' P4 tC ,bis!/Blocking �� ?'60'..142.g i Nate: j � All e Horizon to/ Sheathing Joints _ GKPSUt1 I �I"QIIN+'! Bf?dlcU/0 GktvP'+on} to be nailed wJth 6d nai/s � 6' o.c. �' to Blocking unless otherwise E 4GARo r ml c?vr From/ noted an Framin plops 5 1"14V1t t0 veor >~e� �G� nel `, luAlLUifr ' . METRO 0 WS r GB-GYPSUM 501*_K1 "6 O F -lQk )'ts 2X Blocking 0 76" o.c. �s -- cru& WALL PANE CONSTRUCTION { at stud rim to first ,bist h4TP, WWW ,CA 44 7415 1)dTp 4 L. 6d Toe Nall 0 6" o.c. Bd Toenail POOR;tz",INf� Rlm Joist to plate 0 6" o.c, i D�R1GS �+ 4 Joist i •a,p 1/2" did. A507 Anchar Bolt with •e,D 0 .,, nut and washer: 3 1/2"m/n. - 12' max. ,D•4••0.e from end and max. 6'--0" o.c each plate •p: .Q 1 .,a• or as shown on the drawings. a • Ca RRAG C OEznt R p ETA+ Minimum 2 Bolts per Wo/1 Plate. D. i Pe/pendicular 8d nods - 2 1/2" x ao*r""a.l p )e Parallel 15d nails - 3 1/2" x 0:135 to Fromina to Floor Framina ad 0 NATE: TS DRAWING IS SCB:EMATIC FOR THE i GIS ---' ' ° TMS OF SHOWING REQUIRED CONNECTIONS WALL BRACING FOR THIS PROJECT IS RASED ON SECTION 602.10 OF THE 8T"EDITION 8raeed Wall Panel Additional Connections SEE PLANS FOR LAYOUT,DETAILS,FRAMING OF THE MASSACHUSETTS STATE BUILDING CODE FOR 1&2 FAMILY DWELLINGS, P t7 W for all exterior walls 60.2. 10, OTHER WALL BRACING DETAILS AND ALL OTHER IRCLa19 AND ALTERNATIVE DESIGNS AS INDICATED ON THE DRAWINGS.DO NOT aCONTINUQUS�THOD CS-WSP STRUCTURAL REQUIREMENTS MODIFY DOOR OR WINDOW OPENING SIZES AND LOCATIONS OR HEIGHTS AND +t LENGTHS OF WALLS AS INDICATED ON THE ARCHITECTURAL DRAWINGS WITH OUT STRUCTURAL PANEL SHEATHINGAPPROVAL OF THE ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WIT1 THE M OF, WALL BRACING REQUIREMENTS OF THE CODE. $d C6` ,c " All other nailing not shown to bein conformance with table 8602.,3 (1) PROJECT: of the Mass. Code 8th Edition 1b LAWRENCE H. OGDEN,P.E. D .» ' R4m B OA FLO 198 EAST MAIN STREET WALL, BRACING SART LtTr Ra S o eiuCi! LR o GEORGETOWN MA 01833 � tot pfk es orr s'I'aacr 978-352.831'8)toll 978-502-5921, DETAILS PVO Rrii Aw UOV E A , PA 44 _�.,N - �.u.--wwyr•.wcrwa'nr•e..s.—__ ___.–__ _ _wows-.w++..s,.�+r.ww-+.-'aw^raw.r:..yy.araaw,..MMi.yFn'a...#,.f w�w.Y„a,waa. _._ -_-`_..ys..rti�erwV«�.r'M _ _ i , i hvuk�le �vvr��� Pony u/j//re rdr•to Headesr to extend Nadir to extend Tdb/e R602.10.4.l.1 And/✓{gwe 8602.10,4.1,1 ova/UAI/pmol aver u/d// Anes/ for Pony Wall hw–a ,oprsning w/th To of PlAta Doubles r platin � ana rsG�ulr ry tension errgq 2 Rowe 6d e'334 "o.o. k � % h h •C conlerci P/Ata to J h , to wJth?rowa !Od ndIla W!2"o.e. �° � r rt1 N n MSTC 7$ $tGd t0 .�.�.�4 - +y. a. e, o. *4— 41 tnerf7 a i _ ( "Mader +jai rP ♦ oo o *�-oretao$/ �^�°a ,� ey .+ +ao.e.�F a +oee.>�TV}rosea aeTara 4a Ateachand dnI .Add/t/dnA'1 etude 1 r�' in9' :;t 3 rows Bd ns/Is N an Insides fae of- " a int a wdlJ Far Door'^d �, s '-1' � 12 0.0. !t` .J extend to top of W611 1 fe nwarea'ed I fi !n 1plyw fi y i 1 q 1 n u II n 1+ 4 Q 4 Corx>Bct mletas to kdvdar + + i' II Connect wwathing to Nesdodr 0 0 + Pre oo;i, t/va Dae/ n i +' it with ad Nelle /n 9"o c. +i ii 11 ii wJth 2 rows G6a'Slnkeur 1 p 9 + NAI/e 0 3"a.c. 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Poubla Door II he m", resc/uI I � � u 11 comwat SWda w/th 2 rave + + ++ ++ II II l51d nA/la i 4"o.c. + (2J-6/0"Anchor Bolts with 2 v2".x 2 la".y 9146"tusehar Pldle G.7�re�gts �t'aC?r dolN *L 4- .4307 Bo/tee 7"mmb,*d. rmrn.J • Sn BIND/4 Ser t/a � Hold Down„ at each end aht�athtn P tsc.eEl.y Dourer.Ae carnar -�- or wepAne%. lt�.J G7' �'ec�Utrement® . �*4R-b:with/6"L4L} T t B or well 14"E'mbac 4 !m/nJ/n conn, method PrW O nl �, F2apeAt far L � lntarmed/Atm Parte/frAma With hold abwrse 8602.10.3.3 IRC 200e 00 Om 04robw Pre�pBrtsd By: �ra Door l o L lm/tas lona ,.�,r�nqulr�mc�nta .,In, ���^ rwa+ar/ongth M/nljy P'Ana!tiar�Eh L !SlmllAr J 1 J '• /B" 1 ate"y Ogden F•nc,In&erin9' +s���••"'� „J o� waewmv > 24"-2 May 978-5072-59?! TOWS" N� a ..r o e -� archgwralylr�paesr -rtu9!l: /hoc�en�cvmcast.nst Note: _.. ,�:; - �� aqulvd/4nt to 4'-0" I arbu:uw,�.,rmnnr. V 1'-'�' aF noqulred brfai%� � w re.otau�uerarirl �" y A. ' End'`.u ''h!8 decal/ /8 &Ghelllat/c, ewetw. — uw r2 Rev ;D/seaaaq.v !n aeacead Wit Lina t&e Poundatlon Plan ppr �_ - ^T—c - c�ngeh ' : /r1?•mlro'... Alan Carroll ,tN OF _snow zps i – – from ea,er Height maty ba W19/l pwnel its h® and Irrcat len IA X1. 5 ;_, y1 � �/" fnrrro�raed Thom 10'to/2' Co/on/es/ tJraftln � 978.90?-013! vF a rHC Straps and Anchor aoltp W w harry to fermd.ed of 9;0 with A matlmum VQ . WW111Mntla6:ict4e'mmnmt.Wew• ' alar7WGdraf't Ing,com 6 anMe a a200" /'t/40/Opining'16 � ' +� ISTerYALN��� LAWRENCZ H,OGDEN.P.E. $� G t4 R�G E � PROJECT: ID Z 198 EAB ' S'r EET C3't'�c.R PF BAPr�F.T'r R.E�S(0EAJCE � GEORGETOWN,MA.01833 McTf+op Pr-!} !®[ PRESC oTr 5-eel- L-tf o 978,352-831.8,cell 97$-502-5921 20, WALL BRACING FOR THIS PROJECT IS BASED ON 'FIE 8t1{EDITION OF T14E MASSACHUSETTS STATE BUILDING CODE FOR 1&2 FAMILY DWELLINGS AND ALTERNATES STRUCTURAL GENERAL NOTES: AS INDICATED ON THE DRAWINGS.DO NOT MODIFY DOOR OR WINDOW OPENING SIZES AND LOCATIONS,OR HEIGHTS AND LENGTHS OF WALLS AS INDICATED ON THE I.. LVL BEAMS SHALL BE BOISE CASCADE VERSA-LAM, E=2,000,000:PSI,Fb=3100 PSI.OR ARCHITECTURAL DRAWINGS WITH OUT APPROVAL OF THE ENGINEER AS THIS MAY APPROVED EQUAL. ALL INSTALLATION TO BE PER THE MANUFACTURERS CURRENT RESULT IN NON-CONFORMANCE WITH THE WALL BRACING REQUIREMENTS OF THE r- °o or- APPROVED GINL RECOMMENDATIONS AND SPECIFICATIONS ALL COLUMS DESIGNATED ON DRAWINGS AS CODE, , fik9 SPat��Na bQA VERSA LAM TO BE BOISE CASCADE VERSA-LAM 1.7 2650,DO NOT KNOTCH OR CUT LVL ° BEAMS OR PENETRATE WITH ANY HOLES EXCEPT AS ALLOWED BY MANUFABTURER. 21. THESE GENERAL NOTES AND ALL THE PROJECT DRAWINGS TO WHICH THEY ARE A „ b PART OF ARE INTENDED FOR THE SPECIFIC LOCATION AND PROJECT INDIACI'ED. z 1910* 2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS TO BE CONEECTED TOGETHER WITH DO NOT DEVIATE FROM THE DETAILS,DIMENSIONS AND MATERIALS SPECIFIED FASTEN'MASTER TRUSS LOKOR SIMPSON SDW SCREWS AS SHOWN ON DRAWINGS. WITHOUT APPROVAL OF THE ENGINEER. ` 3. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW 2 TO 3 LVLS USE 3''X 3.5", 4 LVLS USE 4.5"X 3.5",5 LVLS USE 6"X 3.5"OR AS DESIGNATED ON 22. AT THE COMPETION OF THE FRAMING WORK THE LICENSED CONSTRUCTION ro oG DRAWINGS OR ON STEEL. SUPERVISOR IS TO PROVIDE A CERTIFICATION TO TIME OWNER THAT ALL WORK WAS ac 4. BEARING ENDS OF ALL BEAMS TO BE BLOCKED]4.5"SOLID EACH SIDE PERFORMED ACCORDING TO THE DRAWINGS,DETAR,S,NOTES,MANUFACTURES 0 5Nw°lfvr. 5pgGWG OC.AT INSTALLATION REQUIREMENTS AND THE 8T'l EDITION OF THE 5, ROOF AND WALL SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6 PANEL EDGES AND 12"-'OC.FOR ALL FRAMING MEMBERS NOT AT EDGES OR AS SHOWN ON MASSACHUSETTS BUILDING CODE FOR 1&2 FAMILY RESIDENCES. DRAWINGS 6. GYPSUM BOARD TO BE ATTACHED TO FRAMING WITH TYPE W OR TYPE S SCREWS IN ENGINEER: LAWRENCE H.OGDEN P.E. ice— o j o ACCORDANCE WITH ASTM C1002 @ 7"OC.AND SHALL PENETRATE FRAMING A MINIMUM OF 198 EAST MAIN STREET 5/8".OR AS SHOWN ON DRAWINGS. 9 4' 7. ALL OTHER FRAMING TO BE PER THE 8TH EDITION OF MASSACHUSETTS STATE GEORGETOWN,MA.01833 BUILDING CODE,FRAMING LUMBER Ib=875 psi, E=1,200.000 psi 78-352-8318, cell 978-502--542592 1 -- BOISElOIST&BEAM.-I.DOC3/5/12 '� 8, ALL 301ST AND BEAM HANGERS TO BE BY SIMPSON STRONG TIE,INSTALLATIONAND 2 LW 1-$ $s/8'' 1 LL)I-s �'' 4.LV�S 3141 NAILING TO BE PER MANUFACTURERS RECOMMENDATIONS• 9. , USE SIMPSON ,HURRICANE TIE AT THE EAVE END OF EACH ROOF RAFTER OR NOTES: TRUSS.ALL EXTERIOR HANGERS AND HARDWARE TO BE CORROSION N OF 1) SCREWS TO BE FASTEN MASTER TRUSS LOT{ PROTECTED PER PRESSURE TREATED LUMBER MANUFACTURES ��� yG OR SIMPSON SIIW SCREWS RECOMMENDATIONS AND SIMPSON STRONG TIE RECOMMENDATIONS, OR ON DRAWINGS FOR LENGTH of SCREW AND ar" ON C.>aNTEIt SPACING. -STAINLESS STEEL. f 16 2j ALL 2 MEMBER LVL BEAMS TO HAVE SCREWS M ONE SIDE. SPECIFIED HARDWARE MAY REQUIRE SPECIAL ORDER ALLOW SUFFICIENT LEAD '¢� MW�p�@ 4 3) FR ALa 3 012 4 MEMBER LVL BEAMS 7'O HAVE TIME FOR DELIVERY. ir Cw71:aGSCREWS FROM ONE SIDE UNLESS 10. ALL PRE-ENGINEERED JOIST TO BE BY BOISE CASCADE OR APPROVED EQUAL AND SiONAL OTHERWISE NOTED ON DRAWINGS. INSTALLED PER THE CURRENT MANUFACTURERS INSTRUCTION AND SPECIFICATIONS, 4) USE TYPE OF SCREW SPECIFIED DO NOT INCLUDING BUT NOT LIMITED TO ALL ACCESSORIES SUCH AS RIM BOARDS,WEB � SUBSTITUTE AS CAPACITY MAY NOT BE STIIFINERS,BRIDGING,.BRACING,NAILING AND CONNECTION REQUIREMENTS, ETC..DO OL ADEQUATE. NOT KNOTCH OR CUT JOIST OR PENETRATE'WITH ANY HOLES EXCEPT AS ALLOWED BY MANUFABTURER. SUBMIT CALCULATIONS TO THE ENGINEEER. til DETAIL OF CONNECTING 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND FOLLOW THE LVL MEMBERS TOGETHER MANUFASTURES LATEST INSTALLATION RECOMMENDATIONS AND SPECIFICATIONS r 4. A." - FOR LVL BEAMS,PRE-ENGINEERED JOIST AND SIMPSON CONNECTION HARDWARE. N ----�-- " - I��4NG>«R 12. ALL STEEL TO BE A36,STEEL COLUMNS,WITH BASE AND BEARING PLATES TO BE BEAM WIDTH*8" * ''/z" PLATES WITH 4-3/4"HOLES,BOLTED OR WELDED TO BEAM,OR AS • o. SHOWN ON DRAWINGS. . �"" ' 13. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UNINTE.RUPTED SUPPORT ALL THE a o a ' • ""'-- GL WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. 2r ��"' 14. BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS,LATENT CONDITIONS AND ACTUAL o s .•..r. Z i FIELD CONDITIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE ENGINNER PRIOR TO PROCEEDING WITH CONSTRUCTION. APP ITI'00VAL 5GP-F-WS 15. ALL BIGFOOT SYSTEMS TO BE INSTALLED PER BIG FOOT INSTALLATION MANUAL N Al- .13EAM f4ANCrF_fz$ 17. COORDINATE ALL WORK WITH THIS DRAWING AND ALL OT'HE'R PROJECT DRAWINGS INCLUDING SHOP DRAWINGS. 1.8.. LOADS FIRST FLOOR LL 40 PSF,SECOND FLOOR 30 PSF,DL 15 PSF,ROOF GROUND SNOW LOAD 50 PSF,DECK LL 40 PSF WIND LOAD 100 MPH,,EXPOSURE B a 19 .FOUNDATION TO BE CARRIED DOWN TO UNDESTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF 2 TONS PER SQUARE FOOT. GENERAL NOTES 049TLP_Tr RESII?EAlGF �Ll+3 1 f;�3 I P RE 5 C c�rr Sr 2(I�16 LVL CONNECTION DETAILpnrpacfZ 014