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HomeMy WebLinkAboutBuilding Permit #407-16 - 48 COLGATE DRIVE 9/30/2015 SC ,V,VF-D /01�/�.S NORT►� BUILDING PERMIT 01 t%O o II TOWN OF NORTH ANDOVER 32 h '''. °.'° ° APPLICATION FOR PLAN EXAMINATION4V I . * * ` Permit No#: Date Received A 1 J A�R.17ED 'Pay(5 Date Issued: ��7 1 gSSACHUs�� IMPORTANT: Applicant must complete all items on this page j i LOCATION `,( 8 Co lq��-e Printr � G UGtr4 PROPERTY OWNER ��,, Print 100 Year Structure yes no MAP PARCELZ)by ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building NOne family ,Addition ❑Two or more family ❑ Industrial igAlteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ' ❑ Demolition ❑ Other ❑ Septic ❑Well ❑ Floodplain ❑Wetlands 11 Watershed District Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: 1 ",cq V lRC1'67 L�rlr7-14� /&F ,�k,).7o p ez- exIv-ml? Identification- Please Type or Print Clearly OWNER: Name: KELLy 1FtZAkX,1,S Phone: !?IJP-3 6 Address: g0LC--iA'rIr ` R\VF- 1110Cl"7-1 1,-571Vb01/45 M9— Contractor Name: .�1�• v �o{�rs �n� Phone: - a ; Email J R %LSJ RL CrgST € 7- Address: Address: g9 Cc(.nc,k Sr- [.. a_w r �e '0454-0 Supervisor's Construction License: Exp. Date` Home Improvement License: Exp. Date: ARCHITECT/ENGINEER / 0,b 4 MekSYJ Phone: 7�-.37Z ' yy/A Address: 1(p0 IY7A/Ncf-r Y-14VECt4 r `/, Reg. No. a 9/ 7 FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ Z FEE: $ Check No.: / ` Receipt No..- NOTE: o.:NOTE: Persons con trac ' u r is red contractors do not have access to the guaranty fundn ,r ignature of Agent/ caner Signature of contractor j Location No. DateJ. �3 r • - TOWN OF NORTH ANDOVER • S �ED'j . s Certificate of Occupancy $ Building/Frame Permit Fee $62 Foundation Permit Fee $ e Other Permit Fee $ TOTAL $ Check.11 9 _ Building Inspector f 5 Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ t I [Well YPE OF SEWERAGE DISPO,AL ublic Sewer Tanning/Massage/Body Art ❑ Swimming Pools ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ i THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on Siqnature COMMENTS HEALTH Reviewed on Si nature ! COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes i 5 Planning Board Decision: Comments " Conservation Decision: Comments Water & Sewer Connection/Signature Date Driveway Permit DPW Town Engineer:,Signature: y. `';'�• Located 384 Osgood Street -_ E DEPARTMENT - Temp Dump ster on site yes no k Located at 124 Main Street - -- -ire Department signature/date TS COMMEN 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) i I ❑ Notified for pickup Call Email Date Time Contact Name Doe.Building Permit Revised 2014 I Building Department The following is a list of the required forms to be fillred,64?f6irtre appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits a Building Permit Application o Workers Comp Affidavit t o Photo Copy Of H.I.C. And/Or C.S'L."Licenses o Copy of Contract o Floor Plan Or Proposed Interior Work o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks o Building Permit Application Li Certified Surveyed Plot Plan o Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses Li Copy Of Contract o Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) o Mass check Energy, Compliance Report (If Applicable) o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New I e Construction (Single and Two Family) ` o Building Permit Application o Certified Proposed Plot Plan o Photo of H.I.C. And C.S.L. Licenses o Workers Comp Affidavit o Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) Li Copy of Contract o Mass check Energy Compliance Report o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 i Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 5'52,5500.00 m $ - $ 630.00 Plumbing Fee $ 78.75 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 78.75 Total fees collected $ 887.50 48 Colgate Road 407-16 on 9/30/2015 Second Floor Addition I; I I , i i i i tAORTH Town of �} Andover o . - No. �• * - . - h ver, Mass, COC NICNl WICK ��• x,45 RATE D 1.P4`�.�5 U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System ko. . 11ITHIS CERTIFIES THAT ............ f)a_..r5.-n Y.).C,, S.. n �,r�1 (r�/4' BUILDING INSPECTOR has permission to erect buildings on Foundation ,/ �� �ough to be occupied as . .nr.� r..... :.....��. ..... ....!` .....I� roRr!'.: �'�'.... 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 Rough ., VIOLATION of the Zoning or Building Regulations Voids this Permit. Final a`{ - PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO STA2TS Rough Service .................. ....... ........ ......................................... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy.Buildinz Rough Display in a Conspicuous Place on the Premo ises — Do Not Remove Final YY No Lathing or Dry aII To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. NEW REPLACEMENT WINDOM FOR EXISTING CASEMENTS NOTES: 1. REMOVE ALL PARTITIONS INDICATED BY DOTTED LINE. I 2. ALL NEW WORK ABUTTING EXISTING SHALL MATCH IN TEXTURE AND APPEARANCE. 3. PATCH FLOORS,WALLS 4 CEILINGS WHERE KITCHEN PARTITIONS HAVE BEEN REMOED SO TH ATcUN FZMM SURFACES ARE FLUSH AND CONTINUOUS. ENLARGE OPENING TO SUN R q AS SHOWN 4. PROVIDE ALL SNORING AND TEMPORARY INSTALL NEW LVL HEADER--`f I BRACING TO EXISTING STRUCTURE WRING DEMO OPERATION TO ASSURE THAT IT IS SUBSTANTIALLY SUPPORTED. II OF REMOVE EXISTING BEARING I�f"aOVIDE Or WORK. WSTPROOF PARTITION WALL AND INSTALL NEW LVL I I iN AREAS Or } BEAM-FLUSH FRAME 6. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSION AND FIELD CONDITION, PO''T TO FOUNDATION 12'�"t . FIRST FLOOR PLAN DINING ROOM 1/411=11-0 SEPT, 21, 2015 DRAWN BY: MARTHA MAC-INNIS PROPOSED ADDITIONS 4 RENOVATIONS 58 REGENT AVE. 6RADFORD, MA. 01835 48 COLGATE DRIVE ` (978)374-8719 NORTH ANDOVER;-MA ,N OF Rr o ROBERT ALAN• u, o MASYS U cn NO.29174 II REMOVE EXISTING EXTERIOR WALL 1O' AND INSTALL NEW LVL HEADER 14- -4" II I MASTER BEDROOM II 1I SECOND FLOOR PLAN 2' - 16.� i/4"=11-0 - - - --� 2'-2" 4'-10" 3'4" w/D 3'-4" WALK IN o ■ � GLOSEt m 3' CLOSE EXSTING WINDOW S T 3,M,BFID�.ER 7'VANITY O EXISTING WINDOWS TO REMAIN DRAWN BY; SEPT. 21, 2015 MARTHA MACINNIS FROPOSED ADDITIONS 4 RENOVATIONS 58 REGENT AVE. BRADFORD, MA. 01835 48 COLGATE DRIVE L _ (978)374-8719 NORTH ANDOVER; MA SON- 100 �® ROBERT ALAN- 0 MASYS U cn ANo.29174 o e S/ / FRONT ELEVATION 1/4'=1'-O F-I F-I El 1:1 E::i i I LD I i DRAIUN BY: 91-9-T. 21, 2015 MARTHA MACINNIS PROPOSED ADDITIONS 4 RENOVATIONS B$ T Ave, 48 COLGATE DRIVE BRADFORD,MA. 01835 3 (978)3748719 NORTH ANDOVER, MA - P� qs ROBERT ALAN. �yN o MASYS U � No.29174 y SAO RIGHT SIDE EE!_VATION 1/41=1'-O r--1 REP'IOvE EXISTING UA":ICW EXISTING ROCF DRAWN BY: SEPT. 21, 2015 MARTHA MACINNIS PROPOSED ADDITIONS 4 RENOVATIONS 58 REAVE. 4S COLGATE DRIVE BRADFORFOR D, MA.A, 01835 _ -(978)374=8719 NORTH ANDOVER, MA � y C) MA YS U � 09 9 No.291740/STEP SS10 ENG (S)16d X 3-I/4"L135) 2X BLOCK INSTALL STRAP TO CEILING JOIST AFTER STRAP IS INSTALLED ALSO USE AT CLC.JOIST LAP P (U C MIN 8 d.113 a 3"or- SI TMPSON IOd-1-1/2" PLYUID TO BLOCKING NAILS TO RAFTER BEHIND STRAP TO FIT SIMIPSON H2.5A HURRICANE CLIP 41 <3)16d NAILS PLATE TO RIM (2)10 d TOE NAILS BLOCK BLOCK TO JOINT 8d TOE NAIL-5"Or- 2x C2X BLOCKING AT RIM TO PLATE STRAP FOR 40 " RAISED PLATE RAFTER THRUST DETAIL 1/2"=11-0 REAR ELEVATION DRAWN BY: ftffh , MARTHA MACINNIS PROPOSED ADDITIONS 4 RENOVATIONS REGENT AVE, 4S COLG�ATE DRIVE BRADFORD, MA.A 01835 (978)37478719. - NORTH ANDOVER, NA g ROBERT ALAN GN o NIASYS e.3 vn N . CONT.RIDGE VENT 2XI2 RIDGE ARCHITECTURAL SHINGLES M)1/od NAILS CEILING JOIST TO RAFTER TYP.AT TOP PLATE 1/1"EXT.PLYWD.SHEATHING 1X10 ROOF RAFTERS SMPSON H2.5A HURRICANE CLIP END OF EACH RAFTER,TYP 2X9 BLOCKING 2X8 COLLAR TIES-31"OC CONNECT WITH BETWEEN RAFTERS SEE SHEET 5 FOR SLOPE CUT-NAIL WttH M))12d 9d TOE NAILS C3) RAFTER THRUST TO PLATE DETAIL R•49 FIBERGLASS BATT IN&1L. 1X10-16 OC CONT,MTL.DRIP EDGE 1/2"GYP.WALLBD.,WALLS 1 CLGS.TYP. CONT.SCREENM SOFFIT VENT SIDING TO MATCH EXISTING 1/2"EXT,PLYWD,SHEATHING HOL44EU1RAP EQUAL TO"TYVEK" R-21 FIBERGLASS INS-L. Dt9 FLR,JOISTS-16"OC 2X6 STUD WALL 5/4"T,16 PLYWD.SUBFLOOR TYPICAL WALL SECTION 1/4"=1'-O DRAWN BY: SEPT. 21, 2015 MARTHA MACINNIS PROPOSED ADDITIONS 4 RENOVATIONS 58 REGENT AVE. �^ BRADFORD, MA. 01835 48 COLaATE DRIVE C978)37a s719 NORTH ANDOVER; MA k o 1 7M CRV ROBERTVIN. u, o MAS's v � 9 No.29174® Q �90�FS G/STEP` zxlo a 16"cx 20' 2x8-16"oc e'6°t LVL BEAM CEILING JOIST FRAMING LVL BEAM SECOND FLOOR FRAMING o) `INN;TOP ATE �I'RI°�E R001= RAMINCz SIMFSON 1-12.5A FARMCANE CLIP END OF EAG"RAFTER,TYP Dc8 BLOCKING 2X10 RAFTERS.-I6"OG BE MEN RAFTERS CONNECT WITH(3) 8d TOE NAILS TO PLATE DRAWN BY: SEPT, 21, 2015 MARTHA MACINNI5 PROPOSED ADDITIONS 4 RENOVATIONS 58 REGENT AVE. BRADFORD, MA. 01835 48 COLGrtATE DRIVE —. (378)374-8715- NORTH ANDOVER, MA P S o`er ROBERTALAN- yG 0 MA, S U cn No.29174 A Is L ��ell KITCHEN SUN ROOM �ISTING HOUSE TO REMAIN UNCHANGED DINING ROOM DRAU N BY: SEPT. 21, 2015 MARTHA MACINNIS PROPOSED ADDITIONS 4 RENOVATIONS 58 RECENT AVE. �_ -_ - BRAIrORD, MA, 01835 48 COLGATE DRIVE (978)374-87[9 - NORTH ANDOVER, MA - P�� AS .. c ROBERT ALAN �N o MASYS cn No.29174 CLOSET ROOF BELOW -- LISTING HOUSE To REMAIN UNCHANGED EXISTING MASTER BEDROOM EXISTING SECOND FLOOR PLAN 1/4"=1'-O DRAWN BY: SEPT. 21, 2018 MARTHA MACINNIS PROPOSED ADDITIONS 4 RENOVATIONS SO REGENT BRADFORD,AVE01835 48 COLG ATE DRIVE _ -_2 (978)374-8719 NORTH ANDOVER, MA ® Vass _ � � O rs Al ALAITcP MASYS No.29174 c'ISTE�'�O��C.�'Q SS/ JR Bldrs 9-28-15 49 Coleate Dr �.an�lu�er.\f.:1. 1:071)m l ul l C'S Bann 411_6.I kmfieant`.ngme 4.11 26 1 Matc,talsDatabax I�id Member Data Description:Master bedroom Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBCARC Live Load: 40 PLF Deflection Criteria: U360 live, L/240 total 1.000" max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 5.6 PLF. Filename: Master bedro tither Loads Type Trib, Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PSF) Top 0' 0.00" 8' 6.00" 1' 6.00" 20 10 Live Additional Uniform(PLF) Top 0' 0.00" 8' 6.00" 0 80 Live Additional Uniform(PSF) Top 0' 0.00" 8' 6.00" 1' 8.00" 55 15 Snow i 8 G 0 8 6 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 or 0.000" Wall SPF Plate(425psi) NIA 1.500" 1110# -- 2 8' 6.000" Wall SPF Plate(425psi) N/A 1.500" 1110# - Maximum Load Case Reactions Used fo:applying point toads(or tine loads)to cam/Ing members Live Snow Dead 1 303# 396# 586# 2 303# 39r,# 566# Design spans 8' 7.750'• Product: Spruce-Pine-Fir #2 2 x 10 2 ply Connect members with 2 rows of 16d common nails at 12.0"oc Minimum 1.50"bearing required at bearing#1 Minimum 1.50"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2400.# 3946.# 60% 4.25' Total Load D+0.75(L+S) Shear 912.# 2872.# 31% -0.06' Total Load D+0.75(L+S) LL Deflection 0.0550" 0.2882" L1999+ 4.25' Total Load 0.75(L+S) TL Deflection 0.1166" 0.4323" 0890 4.25 Total Loa D+0.75(L+S) Control: Positive Moment H OF MAssq DOLS Live=100% Snow=1151, Roof=125% Wind=160% This member has been designed in accordance with NDS 2005 ROBERT ALAN• G+ NIASYS o.29174 0 All product n-j-am tmdemades of!heir rvS;f.GEI':^owners Cop9r,ght(C)2013 by Simpwn Strong.Tie Company Inc ALL RIGHTS RESERVED. "Pae r g.c de(irad a5when the member door lots,beam or paoe�shown on M.s draw 4 to is apIII Icahile de+pn-le na in'.aaas Looting C dil e I nnn Spans 11&ed cn rn.s sheet - The desgn roue 7e reviewed by a quali6?d designer ordeegn as¢xdred to..p, =al.Tbrsdevpn moe omduc.in'AaHahon a_corhou n the manuhctuter's .,ecGca!ipns r S JR Bidrs I 9-28-15 48 Colgate Dr N.Andovcr.,M.:1. I:06pm • 1 01'1 CS Beam 4 11 26'1 km8cam[n¢me d.l It 20 1 tannals Database 1516 Member Data Description:Sunroom Member Type: Beam Application: Floor 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, L/240 total 1.000" max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 6.6 PLF Filename: Sunroom if Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PSF) Top 0' 0.00" 9' 6.00" 6' 6.00" 30 10 Live i. © 960 9 6 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) N/A 1.500" 1527# -- 2 9' 6.000" Wall SPF Plate(425psi) N/A 1.500" 1527# Maximum Load Case Reactions Used for so plying point loads(or line mads)to carrying members Live Dead 1 1133# 394#1 2 1133# 394# Design spans 9' 7.750" Product: Spruce-Pine-Fir #2 2 x 8 3 ply I A,`Z' Connect members with 2 rows of 16d common nails at 12.0"oc NOTE:Nails must be applied from both sides Minimum 1.50"bearing required at bearing#1 Minimum 1.50"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress design Actual Allowable Capacity Location Loading Positive Moment 3682.# 3967.# 92% 4.75' Total Load D+L Shear 1336.# 2936.# 45% 9.09' Total Load D+L LL Deflection 0.2288" 0.3215" U505 4.75' Total Load L TL Deflection 0.3082" 0.4823" U375 4.75' T01VIwo D+L Con, Positive Moment �PLZk OF DO LS: Live=500% Snow=115'/o RODE=125% Wind=16D4�u Design assumes a repetitive member use increase in bending stress.15% This member has been designed in accordance with NDS 2005O y � RQ3ERT ALAN• G o MASYS U �{ No.29174 y -O/STE��G�C���@ lIl praducl na;ecs a.,,e!Id—Al of their my--h:e owners Copyri ht 13 by Simpson Stmn Tre Cart'.nn Y lrc ALL RIGHTS RESERVED. i g iC)-� 9� w s "Paswng is defined aswhen the member,floorjoiS beam orgirdet shown an this drawing meets applicable desigr,cnlena lar Loads.Loa ding Conddiolls,arra spans listed on IMS Sheet, The design mug be re,iewed by a gunllfipd designer or design pmfe<vonal ns n•goimd for approval Th:s design—hues crodoct n;stanahon accommg:o the manufactoR•(s ecihceuons. 1 I ' lit I1ii1JC 1 Key Beam 0 C'ulvatc Di:lAt96wr-Mt A 4 11 8153n1 1of1 kir.rias'nPry:rc a..�+i �6nrai!ia?nUlanr 6fIG Member Data Description:Dimling Room Member Type beam Application: Floor Top Lateral Braong Continuous Bottom Lateral Bracing. Continuous Standard Load: Moisture Condition: Dry Budding Code IBCIIRC Live Load 40 PLF Deflection Criteria: L1360 live. U240 total 1.000"max. LL Dead Load 10 PLF Deck Connection Nailed Member We ght 15.6 PLF Filename: Dinning room Other Loads Type Trlb, Other Dead (DescAption) Side Begin End Width Start End Start End Category Additional Unrform(PSF) Top 0+ 0,0011 13' 0.00" '2 6.00" 30 10 L ive Additional Unitorm{PLF) Top 0' 0001, 13' 4.00" 0 65 Live Additional Uniform(PSF) Top 0' 0.0011 13' 0.00" 12' 6.00" 20 10 Live 1300 I! 13 0 a Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 01 0.00011 Well SPF Plate(425ps) 3.500" 2.831" 6316# — 2 13' 0.000" Wall SPF Platy t425psi) 3 50011 2.831" 6316# Maximum Load Case Reactions rAtd fu Ip:IM n�ncIm Iowa 1.ilns lost.)nl 1.¢ry?�Irnnn+P� Live Dead 1 4ti7M 2T34N 2 4177N Design spans 12' 6.750' Product: 2.0 RigidLam LVL 1-314 x 11-718 3 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at IZV oc 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 Actual Allowable Capacity Location Loading Positive Moment 198384 33194.4 $9% G.5' Total Load D+L Stlear 5321.4 12053.0 44% :2.15' Total Load D+L Max Reaction 6316.4 7809:4 80% 0' Total Load D+L TL Detlevion 0.3646" 0.6281" 1,391 6 5 Total Load D*L LL Deflection 0 2543" 0 4187" L1592 6.5 Total Load L Co,wel, Mas tleaction 4DLeive=10091, Snow--11544 Roo'=125ak VVIno=160% Design assumes a repeteive"meer use muease n tendvig stress: 4 zt oa�a�P��H OF MgSsgny ROBERT N. (P O MASYS Cn No.29174 G An FnrJue;-a�aa eZ yalletu't1 rel inn•Sl_`atG.t:wY:en L�irA!gnl ICS:*-'3 u'9npan!r G.wryT¢Lc+-a:snr4.ALL 7.iN'!4*�SL Nit�• •'e'sx Al-y is nr+i....Ie rnrn na rvm�Y'IIit01 iA a'rpnm Jay^Imnr a^✓.lM lin Ma hurry^rola C;11 plfY wert4i_nlpr p'ae Lsp:h UBD'a;:u+r7:+i'n pn';NCdna iit9n tr^"'ra inl`!! ' n+nrtY>tl vinllinut•Iwmftslplll'FM:np\"ra•.11:Ins n •clxla»Illsrl.i.nttllfp! en.sllki/itCal ssa.ro.. +:NIm'allstn^y'fnay. lnplr�x.nn`.:4nrtticlil'IdCn4 i 4r- � JR. BUILDERS INC. CUSTOM HOME BUILDING AND REMODELING 599,CANAL STREET LAWRENCE, MA 01840 PHONE (978)686-8211 FAX(978)686.8283 M JOB COST ESTIMATE FOR 48 COLGATE DRIVE NORTH ANDOVER JOB EST. COST Permit $1,000.00 Dumpster $500.00 Jr. Builders(labor) $12,000.00 Framing (labor) $4,000.00 Frame/roof/siding (mat.) $5,000.00 Roofer $800.00 Windows and doors $6,400.00 Electrical $4,300.00 Plumbing/Heating $6,000.00 Insulation $1,500 Drywall $3,500.00 Interior Millwork(Labor) $2,000.00 Interior Millwork(Mat.) $2,000.00 Plumbing Fixtures $1,000 Electrical Fixtures $400 Flooring $20/yd carpet$7/sf the $2,100.00 Total $52,500.00 � lti JR. BUILDERS INC. CUSTOM HOME BUILDING AND REMODELING 599 CANAL STREET LAWRENCE, MA 01840 PHONE (978)686-8211 FAX(978)686-8283 t j i PROPOSAL October 1, 2015 JR. BUILDERS INC. proposes to perform certain improvements for Peter Lucia at 48 Colgate Drive North Andover, Ma. as described in the enclosed scope of work. JR. BUILDERS INC. guarantees that all materials will be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from the enclosed specifications involving changes in costs will be executed only upon written change orders, and will become an approved change to the contract and the contract will be adjusted accordingly. All agreements contingent upon strikes, accidents, or delays beyond our control. All our workers are fully covered by Workman's Compensation Insurance. JR. BUILDERS INC. warrantees all new work for 1 year. JR. BUILDERS INC. will be responsible for all permitting and inspections associated with said job. JR. BUILDERS INC. hereby proposes to furnish labor and materials in accordance with above referenced specifications (the"Contracted Work") for the 20% over actual contractor cost. The total estimated actual contractor cost would be $ 52,500.00. (Therefore total estimated job cost would be $ 52,500.00 x 1.20 = $63,000.00.) *PAYMENTS TO BE MADE AS FOLLOWS: $ 16,000.00 Due Upon Signed Contract $ 16,000.00 Due when new framed addition is water tight $ 16,000,00 Due upon completion of drywall. $ 16,000.00 (or remaining balance) Due upon completion of job. i w d_ ' R /2 . PROPOSED BY: �o'�tc I a- L'4-9 L RENCE R. PALMISANO,PRESIDENT JR. BUILDERS INC. ACCEPTANCE OF PROPOSAL - The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Signature: Date of Acceptance: Peter Lucia I t_. ay j JR. BUILDERS INC. CUSTOM HOME BUILDING AND REMODELING 599 CANAL STREET l LAWRENCE, MA 01840 PHONE (978)686-8211 FAX(978)686-8283 i CONSTRUCTION CONTRACT Agreement made as of Octoberl, 2015 by and between: Peter Lucia (hereinafter referred to as "Owner(s)"),and JR. Builders, Inc. Owner and Contractor in consideration of the mutual covenants set fort h 1n this agreement, agree as follows: SECTION ONE STRUCTURE AND SITE Contractor shall furnish all labor and materials necessary to alter a dwelling as more particularly described as set forth on the plans referenced herein below upon the following described property, which Owner warrants (he or she) owns, free and clear o liens and encumbrances, except as may be elsewhere otherwise provided; f Land at 48 Colgate Drive North Andover,er, Ma. SECTION TWO PLANS Contractor shall alter the dwelling in conformance with the plans specifications Scope of Work annexed hereto and made part of this contract signed b p fications and Owner, and will do so in a workmanlike manner. Contractor is not responsible Contractor and furnishing any improvements other than the structures shown on p ble for landscaping, grading, walkwa s Sall pans, Such as walkways, painting, sewer or water systems, steps, driveways, patios and aprons, etc., unless they are specifically stated in the Scope of Work. SECTION THREE PAYMENT A. Owner shall pay contractor the sum equal to 20% over actual contractor cost. Total estimated job cost including 20% contractor fee is approximately $63,000.00. B. In the event any installment is not paid when due, Contractor may stop work until payment is made. C. In the event any installment is not paid within thirty (30) days after it is due, Contractor may take such action as may be necessary, including legal proceedings, to enforce its rights under this agreement. SECTION FOUR PREPARATION OF SITE—BOUNDARIES A. Prior to the start of construction, Owner warrants that building site is correctly zoned for the structure, and shall identify the boundaries of Owner's property by stakes at all corners. B. Owner shall provide contractor with approved septic design and site plan. C. In the event Contractor cannot obtain a building permit within twenty-one (21) days of the effective date of this agreement, Contractor may declare this agreement of no further force or effect. SECTION FIVE RESPONSIBILITY A. Contractor shall not be responsible for claims arising out of improper placement or positioning of boundary stakes. Nor shall Contractor be responsible for damages to persons or property occasioned by Owner or his (or her) agents, third parties, acts of God or other causes beyond Contractor's control. B. Owner shall hold Contractor completely harmless from, and shall indemnify Contractor for all costs, damages, losses, and expenses, including judgements and attorneys' fees, resulting from claims arising from causes enumerated in this section. w SECTION SIX POSSESSION Owner shall not have possession of the structure until such time as all payments or other obligations required of Owner as set forth in this agreement have been fully paid or performed by Owner. If possession of the structure is taken b y Owner before the obligations set forth in this agreement are met, without the written consent of Contractor, it shall be considered as acceptance of the structure, by the Owner, as complete and satisfactory. SECTION SEVEN OWNER FINANCING A. Owner agrees to promptly complete the necessary requirements to obtain financing and to prepare the site for construction. B. In the event Owner has not secured acceptable financingand/or has not I properly met the site preparation requirements by 10/1/2015, Owner agrees that the agreement price will be adjusted to the current price list in effect at the time the financing and lot preparation requirements are met. SECTION EIGHT GOVERNING LAW It is agreed that this agreement shall be governed by, construed, and enforced in accordance with the laws of the State of New Hampshire. SECTION NINE NO WAIVER The failure of either party to this agreement to insist upon the performance of any of the terms and conditions of this agreement, or the waiver of any breach of any of the terms and conditions of this agreement, shall not be construed as thereafter waiving any such. terms and conditions, but these shall continue and remain in full force and effect as if no such forbearance or waiver had occurred. f ..i 0( SECTION TEN ATTORNEY FEES In the event that any action is filed in relation to this agreement, the unsuccessful party in the action shall pay to the successful party, in addition to all the sums that either party may be called on to pay, a reasonable sum for the successful party's attorney fees. SECTION ELEVEN ENTIRE AGREEMENT This agreement shall constitute the entire agreement between the parties and any prior understanding or representation of any kind preceding the date of this agreement shall not be binding upon either party except to the extent incorporated in this agreement. SECTION TWELVE MODIFICATION OF AGREEMENT Any modification of this agreement or additional obligation assumed by either party in connection with this agreement shall be binding only if evidenced in writing signed by each party or an authorized representative of each party. SECTION THIRTEEN ALTERATIONS TO PLANS AND SPECIFICATIONS Any alterations or changes made to structure or site that Contractor is responsible for after plans and specifications have been approved by Owner will constitute an extra and will be charged accordingly. All changes will be done through a signed"Change Order" and payment will be made for same prior to start of requested alteration or change. SECTION FOURTEEN ASSIGNMENT OF RIGHTS The rights of each party under this agreement are personal to that party and may not be assigned or transferred to any other person, firm, corporation, or other entity without the prior, express, and written consent of the other party. SECTION FIFTEEN TIME OF THE ESSENCE It is specifically declared and agreed that time is of the essence of this agreement. p Y g g SECTION SIXTEEN PARAGRAPH READING The titles to the paragraphs of this agreement are solely for the convenience of the parties and shall not be used to explain, modify, simplify, or aid in the interpretation of the provisions of this agreement. Executed as a sealed instrument the day and date first above written. aurence R. Palmisano Date President,JR. Build s, Inc. eter Lu Date 1 The Commonwealth of Massachusetts Department oflndustrialAccidents � f 1 Congress Street,Suite 100 Boston,MA 02114-2017 . Wt a .. :�' www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. i Applicant Information Please Print Legibly Name(Business/Organization/Individual): k •L L- Address: 5qq CANAtL- S rt L ,-e � NIC-L. cit a 4�c7 City/State/Zip: a c s-10 Phone#: 9 Zf--&J-6 d, I Are you an employer?Check tie appropriate box: Type of project(required): i LA I am.a employer with -1 : employees(Rill and/or part-time).* 7. n New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. gRemodelirig any capacity.[No workers'comp.insurance required.] 3.F]I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. F1 Demolition i 4.❑I am a homeowner and will be hiring contractors to conduct all work on my properly. I will 10 [-1 Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.E]Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.Q Roof repairs These sub-contractors have employees and have workers'comp.insurance. 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other 152,§1(4),and we have no.employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. T Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such #Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,'they must provide their workers'comp.policy number. i Yam an employer that is providing workers'compensation insurance for my employees.' Below is the policy and job site information. Insurance Company Name: �,;2 PSS L✓1, Policy#or Self-ins.Lic.#: d 3 Expiration Date: & 12-111 Job Site Address: 49 co n-. City/State/Zip: dor-+V 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 c. 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 against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cer ' u der the pat s an nalties ofpfu-4 that the information provided above is true and correct. Si Date: "3 G i Phone "d Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): ; 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: I ACOORV CERTIFICATE OF LIABILITY INSURANCEDATE(MM/DDIYYYY) ,9/30/2015 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(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject 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 Kari Reeves FIAI/Cross Insurance PHONEE (603)669-3218 FAX No:(603)645-4331 1100 Elm Street E-MAIL kreeves@crossa enc com ADDRESS: g y INSURERS AFFORDING COVERAGE NAIC# Manchester NH 03101 INSURERA:Excelsior 11045 INSURED INSURER B:Peerless Ins Co 24198 J.R. Builders, Inc. INSURER C: 599 Canal Street INSURER D: INSURER E: Lawrence MA 01840 INSURER F: COVERAGES CERTIFICATE NUMBER:15-16 GL & WC 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 CONTRACT OR 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. INSR ADDL SUBR POLICY EFF POLICY EXP TYPE OF INSURANCE LTR POLICY NUMBER MMIDD/YYYY MM/DD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE OCCUR DAMAGE TO RENTED 100,000 PREMISES Ea occurrence $ CBP8613297 2/27/2015 2/27/2016 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 N POLICY❑PRO- [-]LOC JECT PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED id Per accent AUTOS AUTOS BODILY INJURY( ) $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION WC8680357 X PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE3a. MA S NH E.L.EACH ACCIDENT $ 500 000 OFFICERIMEMBER EXCLUDED? ❑X N/A B (Mandatory in NH) Larry Palmisano is an 6/2/2015 6/2/2016 E.L.DISEASE-EA EMPLOYE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below excluded officer E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached If more space is required) The Town of North Andover is named as Additional Insured as requred by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of North Andover THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1600 Osgood Street ACCORDANCE WITH THE POLICY PROVISIONS. North Andover, MA AUTHORIZED REPRESENTATIVE R Kittle, LPCS, CLCS/ r� P}C.t.�ry ItJLx.L.� ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025nm4ntt • i Massachusetts-Department of Public Safety' l Board of Building Regulations and Standards Construction Supen-isor License: CS-045137 LAWRENCE R PAIITA 599 CANAL ST LAWRENCE MR 011A { Expiration iCommissioner 12/26/2016 ��� TP°ayarn2ufea t License or registration valid for individul use only Office of Consumes Affairs&Business Regulatioi befoee the expiration date. If found return to: O11 E,I MPROVEMENT.GONTRACTOR pffiEe of Consumer Affairs and Business Regulation. gi tl tlon' f065b1 `Type: 10 Park Plaza•Suite 3170 1 xpiiation 7/23=16, ►t`lii�ll oFporafic?MX Boston,MA 02116 I k�114BUILIERS INC�`�� ' a µrem 9p(lal ►l/ssanb�� r 599ngl {1 1 ewt ,MA 01,840 vfidett tory Not valid wit out signature 1 i I i KITCHEN SUN ROOM �—E7CISTINGs HOUSE TO REMAIN UNCHANGED DINING ROOM DRAWN E3Y: SEPT. 21, 2015 MARTHA MACINNIS PROPOSED ADDITIONS 4 RENOVATIONS 58 RECENT AVE. BRADFORD, MA, 01835 40 COL-Gs-ATE-DRIVE- (975)3-74-8-719 OL_C- __ _DR - - - --- - - - - - NORTH ANDOVER, 1"IA 1978374-8719 - - CLOSET ROOF BELOLU -E�CIS71NCx HOUSE TO REMAIN UNGHANCiED� EXISTING MASTER E3EDzOOM EX I eJ' T I NG SECOND FLOOR PLAN 1/4 11=11-O DRAWN BY: SEPT. 21, 2015 MARTHA MACINNIS PROPOSFD ADDITIONS 4 RENOVATIONS 58 REGENT AVE, 48 CO A - --------- - 5RADI=ORD, MA. 01835 _ __ _______�� �-�R I u�-- _2 (978)374-8719 - NORTH ANDOVER, MA NEW REPLACEMENT WINDOWS FOR EXISTING CASEMENTS NOTES: 1, REMOVE ALL PARTITIONS INDICATED BY DOTTED LINE. 2. ALL NEW WORK ABUTTING EXISTING SHALL Y I I MATCH IN TEXTURE AND APPEARANCE. 3. �GITCI-ESN I I PATCH FLOORS, WALLS 4 CEILINGS WHERE PARTITIONS HAVE 5EII SO SUN ROOM SURFACES ARE FLUSH AND CONTIREMOVINNUOUS.HAT ENLARGE NG To UN ROOM ASNSHOWN I I 9'-roil 4, PROVIDE ALL SHORING AND TEMPORARY INSTALL NEW LVL HEADER I BRACING TO EXISTING STRUCTURE DURING DEMO OPERATIONS TO ASSURE THAT IT IS SUBSTANTIALLY SUPPORTED. REMOVE EXISTING BEARING I I 5. PROVIDE TEMPORARY DUSTPROOF PARTITIONS WALL AND INSTALL NEW LVL ( I IN AREAS OF WORK, 25'+ BEAM - FLUSH FRAME 6. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE — — — — — — — — — — - ---- -- — — FOR ALL DIMENSIONS AND FIELD CONDITIONS. — — — — — — — — — — — — — — POST To FOUNDATION 12'_,4"+- I PST FLOOR PLAN DINING; ROOM 1/411=11-O DRAWN BY- SEPT, 21, 2015 MARTHA MACINNIS PROPOSED ADDITIONS 4 RENOVATIONS 58 REGENT AVE. 5FRADF0FRD, 1"1fA. -01835 - - - S CO!_CCA _Dfi� u 1978 374-8719 NORTH ANDOVER, MA - - -- - - - - - -- - - - 31-411 REMOVE EXISTING EXTERIOR WALL 10' AND INSTALL NEW LVL HEADER II MASTER BEDROOM II II 1 SECOND FLOOR PLAN 21 - �6 2'-2" 4-10" 13'-4" 3'-4" WALK IN 68 CLOSET 3' CLOSE EXISTING WINDOW N 3'X5' SHOWER 7' VANITY 0 EXISITNG WINDOWS TO REMAIN DRAWN BY; SEPT. 21, 2015 MARTHA MACINNIS 5S fizz NT AYE _.. - O 'O I7 ADD I T I ONS 4 fi` l�lOu �"101�1e -2 BRADFORD, MA, 01835 40 COL6AT E DRIVE (978)374-8719 NORTH ANDOVER, MA Y� FRONT ELEVATION 1/4 =l'-O O -Lj� ILJ� -Li- 0 . . . . . . . . . . . . 7 El F-1 Ll 0 11 Lli DRAWN B�': SEPT, 21, 2015 MARTHA MACINNIS PROPOSED ADDITIONS 4 RENOVATIONS 58 REGENT AVE, 48 COLC�AT E DRIVE SfizADFORD, MA, 01835 (978)374-8719 NORTH ANDOVER, MA RIC-sHT SIDE EELVATION 1/4'=1'-O - - 8 0 REMOVE EXISTING WINDOW AND CLOSE LINE OF EXISTING ROOF Ll Ll DRAWN E3Y- SEPT. 21, 2015 MARTHA MACINNIS PROPOSED ADDITIONS 4 RENOVATIONS 58 REGENT AVE, BRADFOFRD, MA, 01835 40- COI.._GAT E DRIVE - (978)374-8719 - ----- NOFT14 ANDOVER, NA (S) 16d X 3 I/4" 0,135) 2X BLOCK INSTALL AFTER STRAP IS STRAP TO CEILING JOIST INSTALLED ALSO USE AT CLG, JOIST LAP SIMPSON TS22 STRAP (1) 8 d .113 a 3 OG MIN (S) SIMP60N 10d - 1-1/2" PLYWD TO BLOCKING NAILS TO RAFTER BEHIND STRAP TO FIT SIMPSON H2,5A HURRICANE CLIP (3) Irod NAILS PLATE TO RIM 2X BLOCK Ll (2) 10 d TOE NAILS Ll BLOCK TO JOINT Sd TOE NAILa 5" OC- 2X C2X BLOCKING AT RIM TO PLATE STRAP FOR 48" RAISED PLATE RAFTER THRUST DETA I L 1/2"=1'-0 REAR ELEVATION DRAWN Bl': MARTHA MACINNis PIROP06ED ADDITIONS 4 RENOVATIONS 58 REGENT AVE. 4S COLGAT E-DR IV E-- -- - BRADFOfID, MA, 01835 (978)374-8719 ---- NORTH ANDOVER MA CONT. RIDGE VENT 2X12 RIDGE ARCHITECTURAL SHINGLES (5)I(od NAILS CEILING JOIST TO RAFTER TYP. AT TOP PLATE 1/2 EXT. PLYWD. SHEATHING 2X10 ROOF RAFTERS SIMPSON H2.5A HURRICANE CLIP END OF EACH RAFTER, Tl'P 2X8 BLOCKING 2X8 COLLAR TIES g 32 OC BETWEEN RAFTERS SEE SHEET 5 FOR SLOPE CUT - NAIL WITH (5) 12d CONNECT WITH (3) RAFTER THRUST Sd TOE NAILS TO PLATE DETAIL R= 49 FIBERGLASS BATT INSUL. -.----2X10 a I ro" OC- - CONT. MTL. DRIP EDGE 1/2" GYP. WALLBD., WALLS B CIL-66. TYP, CONT. SCREENED SOFFIT VENT SIDING; TO MATCH EXISTING 1/2" EXT. PLYWD. SHEATHING HOUSEWRAP EQUAL TO "TYVEK" R=21 FIBERGLASS INSUL. 2X8 FLR. JOISTS 9 W' OC 2X6 STUD WALL 3/4" TBG PLYWD. SUBFLOOR im TYPICAL WALL SECTION. 1/4 =] '-O DRAWN BY; SEPT. 21, 2015 MARTHA MACINNIS PROPOSED ADDITIONS 4 RENOVATIONS 58 REGENT AVE. BRADFORD, MA, 01835 40 CO�-�,�TE D�I�E_ -- - -- - - - - (978)374-8719 _ _ - _ __ NOf;RTH ANDOVER, MA f• 13�±� 2X10 ice" oc- 2x8 a Ifo" oc LVL BEAM CEILING JOIST" FRAMING LVL BEAM FLUSH FRA1"fE 13'± SECOND BOOR FRAMING �1rodAAILS CEILING GIST 2X12 RIDGE ROOF FRAMING RAFTER P P PLATE QQ SIMPSON H2,5A HURRICANE CLIP END OF EACH RAFTER, TYP 2X8 BLOCKING 2X10 RAFTERS m 16" OC BETWEEN RAFTERS CONNECT WITH (3) Sd TOE NAILS TO PLATE DRAWN BY; SEPT. 21, 2015 MARTHA MACINNIS PROPOSED ADDITIONS 4 RENOVATIONS 58 RECENT AVE, BRADFORD, MA; 01835- _ _ _�. _ 40- CO GsATE-DRIVE - - - - C978�374-8719 NORTH ANDOVER, MA