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HomeMy WebLinkAboutBuilding Permit #1312-2016 - 10 HEATH CIRCLE 6/16/2016 I. BUILDING PERMIT �10RTIdX7- OF SLED 16'1-yO TOWN OF NORTH ANDOVER �� y ::'• n•'6 APPLICATION FOR PLAN EXAMINATION Permit No#: Date Received ' A/00 I-E D�P 0;2py45 Date Issued: �SSACH�1`'EC IMP RTANT: Applicant must complete all items on this page LOCATION Print PROPERTY OWNER MaL(k- $a�rc,( /2C'�oraln $�'��Gr Print 100 Year Structure yes no MAP L00 PARCEL: ZONING DISTRICT: Historic District yes n Machine Shop Village yes n TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building One family El ddition ElTwo or more family ElIndustrial Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other Q-t&eptic ❑Well; ❑ ootlpla n EIW.Ia0s � t� �Watershed tnct W4#er/Sewer s DESCRIPTION OF WORK TO BE PERFORMED: `I��X (010 rG(- w f �►"P foZ�� Identification- Please Type or Print Clearly OWNER: Name: I'�G6ore t, 130 k4rer Phone: 979 299 0393 Address: 10 14c.+kl PJ.,a- ,J0Vt( IA Adv0m4'0Y V es t,,1+g Gr"Ay-wc+c-o L 0. Contractor Name: c,�� few Phone: 1 Z7 500 Email: 5LAIo6CLSAa-N 0 arcl1►ad-c<,k 'Aw+ Address: 16 AJovvA-S 5 (Al(iv► hv\ VA Supervisor's Construction License: 06685 Exp. Date: $1.1 r Home Improvement License: 1'39160 Exp. Date: 0 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. E Total Project Cost: $ FEE: $ Check No.: -/ Receipt No.: WJ NO E: rsons con tY 'ng w'h unregistered contractors do not have access to the guaranty fund A 1 Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer Taming/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 'JZJ Signature_ OMMENTS 1 c� CONSERVATION Reviewed on 2 3 ) to Si nature qj COMMENTS (' moo. --©g / � a-3 HEALTH Reviewed on Siqnature ti II COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted -yes ,e planning Board Decision: Comments Conservation Decision: Comments Water& Sewer Connection/signature Date Driveway Permit DPW Town Engineer: Signature: �cE ,�' r_ bocated 384 Osgood Street , Ysntttxr*x �s- *Yr -s teDEPAf� . ,QTS ;T;6 p Dumpsteran site�;��yes�* �J at 1v24 Ma n,t�e - �r " '+' ' Fire I]epartmAnf signature/date t [ iria�*' 1� yCOM' MENTaS sIL i4 rti1} sir Srt��iYC 6� arr } �i ^,is ,•F } Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Zoo 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 Pennit Revised 2014 - Ir" Building Department 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 4. Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract . Floor Plan Or Proposed Interior Work a. Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks < i 4. Building Permit Application Certified Surveyed Plot Plan Workers Comp Affidavit - Photo Copy of H.I.C. And C.S.L. Licenses 4. 4 Copy Of Contract , Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) 4� 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) l Building Permit Application Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses Workers Comp Affidavit 4� Two Sets of Building Plans One To Be Returned) to Include Sprinklerrinkler 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 Location No. Date A/1 h� • - TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ 4 Foundation Permit Fee $ Other Permit Fee $-V*k TOTAL $ r Check# j ,- ,. Building Inspector i Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 353242.00 m $ - $ 422.90 Plumbing Fee $ 52.86 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 52.86 Total fees collected $ 628.63 10 Heath Circle 1312-2016 on 6/16/16 Porch and deck NORTIj ,� E � Town of 3� Andover o h ver, Mass, COCNICNl WICK �,9S RArE0 .,PP�.�'�5 U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System z. THIS CERTIFIES THAT .,, BUILDING INSPECTOR has permission to erect buildings on s-7w 4.I Foundation Rough to be occupied as .. . ..... ............................................................... chimney provided that the person accep ing this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRLIQTION S Rough Service i — .. .. ... . . .......... ...... ..... Final BUILDING PE OR 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. rchadec ® Contract# 3689 THIS CONTRACT is.made and effective on the 3_� day of Q�G� 20�,in the Town of Burlington and the Commonwealth of Massachusetts,by and between ! e,bb en T36Vye- • (purchaser's name) (PURCHASER),at c0�k�, ��«'� 1�o oV cf and (address and phone number) Advantage Design& Construction,Inc.dba Archadeck of Suburban Boston(BUILDER),for work to be performed at r® N�� C%CGw 6vtPQVC� VA& (the PREMISES)in accordance with the written terms and specifications of this CONTRACT(the WORKDeck THE WORK shall include the following: ( k l(/Porch ❑Sunroom ❑Patio ❑Other }`�fr<.i�eS *� ig'�el�'alzwt pb(Ci� w1�+;n �o� �u�►a� Gce�ie.<.e.�lr �o�xb'e{,<.c,k, -- Su ai'katlticd c�.c.sl'q.n drawls tS t wrdic,, -For cGc4-A 1-0 1. BUILDER shall furnish the services and material for performance of the WORK on the PREMISES described on the Design Proposal(s) (signed by PURCHASER and BUILDER)and numbered 3689 and as specified on the Archadeck Specification Sheet(initialed by PURCHASER and BUILDER),each attached to and made a part of this CONTRACT,for and in consideration of the payment to BUILDER by the PURCHASER of $ 35 , 942- for the WORK L $ - 700 for other(describe) A 0 )v5 L4 I V t"6c,/s for a total of $ 35 , -,42—?- t��' GVC o yvsom d 4w In~dni IFO uel woo dollars) together with any amounts set forth in any addenda her (TOTAL CONTRACT SUM).e;t.start date�/1�/j{z est.completion date:Z/ 2. The TOTAL CONTRACT SUM shall be paid to BUILDER as follows: }g� � Down Payment(due at signing this CONTRACT)$ 44(36 Progress Payments: $ 6609 due on $ 6(,08 due on Sf►e �f 100 �r t�� - $ 660$ due on S�ar� (,olw�.t <►�►. --__ r $ .66o8 dueon $ 3 Sm due on substantial completion of the work Down Payment by ❑Cash Check ❑Other 3. OTHER TERMS: 4. The Down Payment may be used to purchase material necessary for performance of the WORK. BUILDER shall be entitled to final payment upon substantial completion of the WORK. The WORK is substantially complete when all items described in this CONTRACT have been constructed or installed.Substantial completion shall not include adjustment,repair,replacement or cleaning of any item so constructed or installed or final inspection by code official.PURCHASER shall be entitled to one punch list prior to final payment.Requests for adjustment,repair,replacement or cleaning of any constructed or installed item shall not be cause for delay of final payment,but rather shall be considered warranty items. After five business days from substantial completion or from any progress payment milestone, the unpaid balance of the TOTAL CONTRACT SUM or of the PROGRESS PAYMENT(S)will be subject to interest charges as allowed by applicable state law.PURCHASER acknowledges and agrees that this CONTRACT shall serve as the invoice for progress payments and for the TOTAL CONTRACT SUM and that no additional invoice will be provided to PURCHASER for any part thereof. 5. Modification to the WORK or CONTRACT will be made only when a written addendum describing such modification has been signed by both - PURCHASER and BUILDER.There may be additional charges for any changes. 6. The WORK.will be warranted by BUILDER in accordance with the terms of the Archadeck Warranty.Existing structu es to which the WORK may be affixed to or interconnected are not part of the WORK and will not be covered under the Warranty.This Warranty is issued to and only applicable to the PURCHASER after payment in full of the TOTAL CONTRACT SUM.A sample Archadeck Warranty form is attached to this CONTRACT. 7. The WORK will meet or exceed the live load bearing capacity required by all applicable local codes,provided however, that installation of overweight deck accessories(such as,but not limited to,porches or spas)that are not disclosed as set forth below(1) may exceed the load bearing capacity of the WORK,(2)may lead to damage,and(3)will void the Archadeck Warranty. When overweight deck accessories are specifically identified in the CONTRACT (Disclosed Accessories), the WORK will be designed to accommodate Disclosed Accessories and the Archadeck Warranty shall be in force as to the WORK bearing such Disclosed Accessories, n of the WORK that is designed provided the use of the Disclosed Accessories corresponds to the part to accommodate them. PURCHASER and BUILDER hereby specifically acknowledge the foregoing Archadeck Warranty limitations by the execution and delivery of this CONTRACT. 8. PURCHASER and BUILDER shall each have the right to cancel this CONTRACT without penalty or obligation prior to midnight of the third business day after the Effective Date of this CONTRACT.Upon cancellation of this CONTRACT within this three-business-day period,BUILDER shall return to PURCHASER any consideration paid to BUILDER hereunder and PURCHASER shall return any material or drawings provided by BUILDER.In order to cancel this CONTRACT,PURCHASER or BUILDER shall send a written notice of cancellation to BUILDER or PURCHASER,as t e ease may be,at the address for BUILDER or PURCHASER set forth in this CONTRACT within such three-business-day period. 9. This CONTRACT shall not be effective and binding upon BUILDER until countersigned by a duly authorized officer of BUILDER. ADDITIONAL TERMS ON BACK DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES PURCH SER BUILDER: A antage Design&Construction,Inc. (Signature) (Signat 4/ (Print Name) (Print Name) (Design Consultant) COUNTERSIGNATURE: (Siignature) IV��ir (Signature) (P nt Name) (Print Name) (Authorized Corporate Officer) 16 Adams Street,Burlington,Massachusetts 01803 Fed.Tax ID: 04-3736549 Home Improvement Contractor's Registration Number 138160 GC-SB(06112) Whiff—OffirP Cnnv/Cnnary—Pnrrhacrr(rnnnfPmianPrll/Pink—Rirrh—r(at cianino) Wall Framing Plan Debbie 4 Mark eohrer 10 Heath Circle, North Andover 5 - April - 2016 Drawn by: AC Scale 1/4" 1' (Y� nl nl nl ul ul ul 111 i n nl ul 1 III ❑1 111 u/ ul 111 111 m ul _ rn rn III 1 O � III 111 1 1 111 11 O � 111 111 III III l2`LJ ^Lv^1L^ lBeams 111 III 111 111 111 111 111 1 111 111 111 111 111 111 111 ili III 111 111 111 111 III 61_35/4i1 ii 7� ��1-��� Gopyri9ht 2016, Archadeck of Suburban Boston i Roof Framing Plan Debbie 4 Mark 5ohrer 10 Heath Circle, North Andover 21 - April - 2016 Drawn by: JRF Scale 1/4" = P Single 2x12 Ridge Board 1111 t117 1111 1111 , Ro f Outline ,r ,a. _ I I , 1111 1111 , , 1111 1111 , O 1111 1111 I OI 1111 1111 1 1 1 O I Itl1111 , , Ilil illi , /^111 O I 1111 Illi I I Till \' 1111 I i 1 1111 1111 1 I 1111 1111 1111 1111 fill Single 2x10 Nip Rafters `, 1111 I 1111, fill I O = 10" Soffits --�' --- --- --- --- -141-0'I --- --- --- -- --- �� 151-a" Roof Structure Notes: Copyright 2016, Archadeck oP Suburban 6oeton -- Snow load = 50 per, dead load = 15 per -- Framing is 02 or better SPF -- Roof is a Nip with flat ceiling -- Roof pitch is approx. 2.5/12 -- Roof is supported by continuous header, (2) 2x6 -- Rafters are 2x8, Nip rafters are 2x10, Ridge is 2x12 Calling Framing Plan Debbie 4 Mark Bohrer 10 Heath Circle, North Andover 2l - April - 2016 Drawn by: JRi= Scale 1/4" = 1' Strong-back on top of C. Joists Per 02411A 1 .............:........ ...... . ........ . ............................. .......... i 111 , , 111 tll RoofOutline I 111............................_........................ .............................._.........._.......111 , 11 2x6 Ceiling Joists, 16 o/c 111 111 , adjacent 4 fastened to rafters O , 111 ......... -A I I 111 111 , O 111 111 111 , 1 111 . 111 , 111 11� (2) 2x6 Ceiling Joists below Hip i 111 III , Rafter t sandwiched around Hip + "' Rafter. Third C. joist fills in , 111 111 , 111 111 between, where feasible `s , Ilt 111 , , 111 111 , I 14'-O" 01 Short 2x6 Ceiling Joists Copyright 2016, Archadeck of Suburban Boston Ceiling Framing Notes: -- Ceiling Joists are 2x6, 16" o/c +/- -- Ceiling Joists are adjacent 4 fastened to Rafters -- Ceiling Joists are fastened to Wall Headers w/ ro" Timber Lok screws -- 2xro / 2x4 Strong Back is attached to top of C, Joists UNHEATED PORCH SECTION SCALE: 3/4" - V Copyrfght 2015, Archadeck 12 ASPHALT SHINGLES 2,51 SITUTHANE ICE 4 WATER SHIELD (WHOLE ROOF) 5/8"CDX SHEATHING 2x8 RAFTERS DRIP EDGE RAKE MOLDING BEADBOARD PANEL (2)2xI2 Header wfth 1 1/2"Spacer .44 6 X 6 PT PINE POST EXISTING RESIDENCE I X 4 DECKING BLOCKING AT JOIST MID-SPAN STAINLESS STEEL FLASHING BITUTHANE FLASHING 2 x 8 JOISTS,16"OC JOIST HANGER LEDGER LOK SCREWS 6"O/C (2)2 x 10 SEA M "a., (staggered) a EXISTING FOUNDATION d. FOOTING SRACKET riOi \r 4' or r more \ �117�HELICAL FOOTING DECK SECTION SCALE: 3/4" - f Copyright 2012, Archadeck PVC POST SLEEVE EXISTING RESIDENCE PT 4X4 RAIL POST Stalnless Steel FLASHING Ix4 Cambara BLOCKING Decking JOIST HANGER DECK TRIM Z x S JOIST o l6" OC (2)2x8 Girder 4 LEDGER LOK '4 SGREWS 6" O/C (staggered) EXISTING FOUNDATION SITUTI NE FLASHING ("Ice t water shield") a d . 6 x 6 COLUMN GALV, STE EL Or ACK HELICAL FOOTING \i 4' or Greater woodway Alameda Rall SCALE: 1/2" = 1' 3 3/4" TOP RAIL SUB RAIL 2x2 Cedar BALUSTERS PVC POST SLEEVE s 3 3/4" O.C., PT 4X4 RAIL POST BOTTOM RAIL BLOCKING DECK TRIM BLOCKING REQID BEHIND RAIL POST RIM JOIST THRu-LOK BOLTS 4 X 4 POST ATTACHED W/ (2) 1/2" X roll CARRIAGE BOLTS. (POSTS SPAN 5' 0.C. MAX,) Dock and Porch Plan Debbie 4 Mark Bohrer 10 Heath Circle, North Andover 5 - April - 2016 Drawn by: Ar- Scale 114" Down Down ..........- Four boarcl-� ....... .......... .......... box stop;s ....... ................... .......... .................. .......... .......... mm�m-k-I W - W +W W. .. �I: .......... ........ ................ ......... ........... ... .... ..................... 0 is Imi cc?F— ffil w... ......... Open below Edge band .................... ....... ;4W construction .......... Lattice ek(rtin below Lattice skirting Roof outline ---------------------------- -------------- - below Gopyrtght 2016, Archadeck of Suburban Boston � t" r ! ,� � r 44,. \'� '\4\\ V•r\ 4 'r \ • MP'e iA"{�i( nld I Qr:.' aW `'4 `\�'4\�\•.0\\'4 t4�.4 `'\\4; •,\ t�\".�r\'r•• ,\h•,`` •.: ! ^Y ab , ^, Ross'+,,, v4 \ s\ +,- '' � � '•�� � '. �« ! ` �'R\,,\sis's.�R's"�s�``s..s4 �,�\.ti�"•s ,s��,, \�Rsv:'•��y`� � fir^ � ♦ R.\ � � .... t��`���\•`y lett �,. •r`, , ti�'44Rr,.--^ : 4� �;\,�`ti•4�,R`'`4 4ti.`,,i,Rt��e7��.ti.4. ?��,»ryr, \ L archadeck America's Deck & Porch Builder'm July 20, 2016 Building Inspector Town of North Andover 1600 Osgood Street Bldg. 20, Suite 2035 North Andover, MA 01845 RE: 10 Heath Circle Dear Sir, Enclosed is the installation report for the footings at 10 Heath Circle. It shows the bearing capacity of each footing exceeds the required design load. Sincerely, Michael Chaisson, Sr. Construction Supervisor Enc. Archadeck of Suburban Boston • Telephone(781)273-3500 • (800)696-DECK• FAX(781)273-3536 . 16 Adams Street • Burlington, MA 01803 nemass,archadeck.com • subboston@archadeck.net E3sam and Footing Plan Debbie # Mark IBohrer Beam E Footing Notes: 10 Weath Circle, North Andover -- Deck Live Load = 60 PSF 5_Aprti_2016 — Deck Dead Load = 10 PSF by-AG Scale 1/4".1' -- Roof Snow Load - 50 PSF -- Roof Dead Load = 15 PSF -- Room Live Load = 40 PSF 1 e Room Dead Load = 10 PSF -- Beam is (2) 2x10 Girder is (2) 2x8 -- Columns are 6x6, notched and bolted to O Deck O beams 6, -- Footing brackets are galvanized &test _ screwed to columns O O 1260 0840 0 Open Porch _ _ -- Footings are galvanized steel pipe with 8" Helix, over 4 ft deep (2 2x& Girder 210 PLF 1-0.11 QI-�11 03660 02395 3 036 roo r_ W (2) 2x10 8 am y215 PLF^y 141-�11 1� 1Qi-y'161 4/ Gopyrighi 2016, Archadeck of suburban Holton Footing fis 03 Footing Offat Total Load = 03660 Total Load = 02398 Floor Load = 01169 Floor Load = 01513 Roof Load Roof Load Side Beam = 5'10 x 160 PLF = 0934 Front Beam = I' x 126 PLF = 0882 Nip Rafter = 5'Z"x 181 PLF = 01011 Front Seam = 4'4" x 126 PLF - 0546 Total Roof Load = 02491 Gtno IMLq= FjWof Connedtcut 482 Spring St: .-J (tie�;IGbELtiS, .i. 06nG WORK SITE $MEET � DATE:june 22 2096 Archa deck Of Suburban Boston? Delivery r.� ddress �. 16 Adams Street Bohrer �.. Burlington, MA 010803 10 Health Circle North Andover, MA T' of proqi'ect:A deck and a roof Qty laa'teo Gal's. Black Fixed N. Ac's'. H Ext. 3 P2-5G X 6>;5 2 P1-6G X---� 6X6 �..�..�.._� fnstraier: G ;v I&MI 0- S lva.in 01 Gave Keven 0 Godes Tom Sh�ET�H C2l�WVpR.KS1z'E �11 22 I . I — — -�- —�►_ _ -r_ i-_h-- �- —�-- -�-` - a L..._.._...1. MAPPING OF POSTS Torque Depth: #Type i Bearing # torque i Depth . #Type Bearing 1500 4'-2°_ _ -- P1-6G' '9486ibs I i � 0 � _ 2 1t�00 6'-7° P1-oG 5983lbs 500 4'-1; �P2 6U�861bs 4 1'1500 5'-0 ;P2,-6G i 9486lbs 5 1000 6-0" 1 P2-6G 16983lbs .�.ea.�nls�is S�grature+nf la7staller., �... .�. . 90CiiZ 'C'r3 vils ~ S9:60 91041itz/9E7 �1 i�;,• - „rte ,;;�_.. _ � ,�:. L Co 00 CQ N O `� ✓ a 7 ) Q 06 N E c U ° Q 0) Building Inspector p� ° C Town of North Andover Co 1600 Osgood Street C) Bldg. 20, Suite 2035 Q North Andover, MA 01845 Q �F}.1�1A�i�" 9/16/2016 img003.jpg archadeck America's Deck & Porch BuildersM July 20,2016 Building Inspector Town of North Andover 1600 Osgood Street Bldg.20,Suite 2035 North Andover,MA 01845 RE: 10 Heath Circle Dear Sir, Enclosed is the installation report for the footings at 10 Heath Circle. It shows the. bearing capacity of each footing exceeds the required design load. Sincerely, Michael Chaisson,Sr. Construction Supervisor Enc. Archadeck of Suburban Boston•Telephone(781)273-3500•(800)696-DECK•FAX(781)273-3536. 16 Adams Street•Burlington,MA 01803 nemass.orchadeck.com•subboston@archadeck.net --------------- https://mail.google.com/mail/4 inbox/1572el01d9e95335?projector=l 1/1 A 9/16/2016 img004.jpg techno PW of Connecticut 482 Sping St T,. . WORK SITE SHEET DATE:June 22 2016 Archadeck of Suburban Bostor: Deli-,ery Address 16 Adarns Street Bohrer Burlington. MA 010803 10 Health Circle North Andover, MA Type ofproject:A deck and.a roof oty Catagory Gaiv, Black Fixed H. Ad. !E_ Ext. 3 P2-5G X 2 P1-6G a_ 6X6 Instailar: 0 Michal 0 Swain C. Dave Keven 0 Cody V Tom S6CETCH OF WORKSii E 7-7 41— T I 4-4—i--�— jk 1 MAPPING OF POSTS # i Torque Depth; #Type I Bearing # i Torque ; Depth #Type Bearing ? !1500 4'-2° P1-6G i 9486ibs i ' 2 1000 6'-0° P1-6G i 5983ibs 3 11500 14'-l' !P2-•brj 194861be 4 11500 5'-0° P2-6G ;94861bs 5 1000 6-0' 'P2-6G 5983lbs_ i Signature of Installer: ._._ OOrZG'd q;;u S5 ;i0 910,1/0Z/90 w0.a https:Hmail.google.com/maii/#inbox/1572e101d9e95335?projector=l 1/1 Seam and Footing Plan Debbie 4 Mark 5ohrer Beam 4 Footing Notes: 10 Heath Circle, North Andover — Deck Live Load = 60 PSF a-Aprn-2016 — Deck Dead Load = 10 PSF Drew,kp9t Ac scale v4•.1' -• Roof Snow Load = 50 PSF » Roof Dead Load = 15 PSF Room Live Load = 40 PSF — Room Dead Load = 10 PSF » Beam is (2) 2xi0 - — 2'-5V2" -- Girder is (2) 2x8 ; » Columns are 6x6, notched and bolted to i i O Deck O beams Footing brackets are galvanized steel NCO screwed to columns Open Porch _ ` «1260 - — Footings are galvanized steel pipe with (2 2x8 alyder 210 PLF 8" Helix, over 4 ft deep L •3660 _-_ «2395 - 3 03 O 4 (2) 2x10 B .m 215 PLF i -6" 5'-6" 5'-6n E 14'-0" 10'-Ou _ � GopyrlgM 2016, Arc,Adock of Suburban Boston I I UOU N 2 O_ 1 Footing a 4 .3 Footing Opt 0 Total Load - *3660 Total Load = •2395 N Floor Load - 0I169 Floor Load - 01513 Roof Load Roof Load Side Beam = 5'10 x 160 PLF = 0934 Front Beam = 1' x 126 PLF = 0882 E Hip Rafter = 5'1"x 181 PLF = 01011 F 0 Front Beam = 4'4" x 126 PLF - 0546 Total Roof Load = 02491 Q' CO N E m ExTetine Residence Down Down Lattice skirting below ' Fotx board , g box st s , i ' Open below t $ 1. I " I I ' I I �'� - - - - - - - - - - - -- - - - - - _ _ . _ - _ _ _ _ _ _ _ - - _ _ _ _- - _ �• I Lattice skirting I o below D Roof outlines 14,^O„ 10Cu ,_�II E 0 0 Alternate Stair Placement E N �N V7 L Framing Plan Debbie 4 Mark eohrer 10 Heath Circle, North Andover 5 - Aprtl - 2016 Drawn by: AG Scale 1/4" = I Steel "L" Brackets Framing Notes: -- Deck Live Load = 60 PSF - Deck Dead Load = 10 PSF 2 -8 -- Framing is 01 or better PT SYP -- Beam is (2) 2x10 p -- Girder is (2) 2x8 -- Columns are 6x6, Notched and bolted to beams Joists are 2x8, 116" o/c O -- d 2x8 Girder (2J Decking is Cambers 1x4 attache with 58 Screws W1 Painted Heads 2x8 Blocking Mid Span Double Joist C2� 4 oard box step T= ___ ___ _ :: ___ ___ ___ ©T Ti 2x6 V-Brace under jolete, per 0321 Triple Joist 14'-0" 10'-0" copyrrght 2016, Archadeck of Suburban Boston Bram and Footing Plan Debbie 4 Mark Rohrer Beam $ Footing Notes: 10 death Circle, North Andover -- Deck Live Load = 60 PSF 5 - April - 2016 -- Deck Dead Load = 10 PSF Drawn by: Ac scale 114" i' -- Roof Snow Load = 50 PSF Roof Load onto Steel "L" Brackets = *1630 -- Roof Dead Load = 15 PSF -- Room Live Load = 40 PSF -- Room Dead Load = 10 PSF -- Beam is (2) 2x10 2'-8�1" -- Girder is (2) 2x8 kl -- Columns are 6x6, notched and bolted to Deck O beams �q -- Footing brackets are galvanized steel 5 *840 screwed to columns Open Porch 4 *1260 -- Footings are galvanized steel pipe with 8" Helix, over 4 ft deep (2) 2x8 Girder 210 PLF 1_01I 8 _O11 1 *4168 2 *3284 3 04168 C/ 4 --- ---- (2) 2x10 Beam 215 PLF-_ 14'-O" 10'-0" Copyright 2016, Archadeck of Suburban Boston i NO TES2 p�O 1) THIS PLAN IS NOT TO BE CONSIDERED ANpl7 AL TA 1A CSM LAND TITLE SURVEY. 252.2�'(G) 1411 FON 2) BUILDING OFFSETS ARE 70 WOOD CORNER BOARD. 9V p.)' -f� N , 4�� I.ROU F�p H F. QUINN ELIZAB#3666 ti,o cNAE� A.E R 0o PSA" , ® l MI N x751h o ISL HOLE' (Fp 252 p(C) N �lZ DR 259> � � w Z PROPOSED o o nl 22 x29' p ADDI RONc.��O 00N �J 93 - N O� 29.3' V a 118.4' 8/0 rn BECK 1 STOR GARAGE 27.9 N 29.4' SHED ABOVE GROUND 'V POOL N LOT 19 o ti 36, 086.-k S.F.(C) �- 34, 178f S F. '(0 Z3 z rn DRILL H04C, (FIJ,) " MAP 60A, LOT 16 o � R3 DIS7RICT l CERTIFY TO THE NORTH ANDOVER BUILDING INSPECTOR THAT THE DWELLING DEED BOOK 4733 PAGE 6 SHOWN HEREON IS LOCA TED ON THE M E:R.D. PLAN JJ764 GROUND AS SHOWN, AND IS THE RESUL T OF AN INSTRUMENT SURVEY. PLOT FLAN CHK er OF LAND CWG 10 HEA 7H CIRCLE, NORTH ANDOVER, MA DA TE a MICHAEL PREPARED FOR: MARK J. & DEBRA BOHRER 9125/07 No.�11 9 _[1...[-'9...1 V C O CK Survey Associates, Trico SCALE; 1 " = 30' SOB 185 CENTRA: STREET, DANVERS, MA, 011923 NO.z PR FESS/ONAL~ LANG SURVEYOR VOICE (978) 777-3Q,90, FAX (978) 774-7516 0 1b5 ,30 60 139✓8 F 14-d Ov/aefAR��IJ9,7A�d /797�PPdw"y Sqo 9,5, 8007— AW an The Commonwealth ofMassc chusetts, z F Department oflndustrial.A(ccidents F 1 Congress Street,Suite 100 Boston,AM 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print LedblY Name(Business/Organization&dividual): A cfv~ CS 1 V• t Af UA WrA Address: 16 #4ci ov ` S City/State/Zip: Phone#: '7 81 LZ 3 3500 Are yo an employer?Cltecktlie appropria x: Type of project(required): 1.71 am aemployerwith mployees(full and/or part-time).* 7• ew construction 2.L]I am a sole proprietor or partnership and have no employees working for me in $, P1 Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑Demolition 3..❑I am a homeowner doing all work myself[No workers'comp.-insurance required.]t 4.F]I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 []Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.F1 Electrical repairs or additions proprietors with no employees. 12.[]Plumbing repairs or additions 5. I am a general contractor and I have hired the sub-contractors listed on the attached sheet. ❑ 13.[]Roof repairs These siib-contractors have employees and have workers'comp.insurance.$ 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 nq 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. Homeowners who subDi t this affidavit indicating they are doing all work and then hire outside contractors must submit a new 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. If the sub-contractors hayp'employees,dray must provide their workers'comp.policy number. I airz an employer that is piovidiiag workers'compensation insurance for my employees.'Below is the policy and job site information. ee Insurance Company Name: ASsac ta�7f'C.� �^^"OkOA!C3 �Akk &� — Policy#or Self-ins.Lic.#: 10 CC, 500 56441/V ` 2016,A Expiration Date: A iS t? Job Site Address: 10 We CC City/State/Zip: 14. 4e�e,- ( K& 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. Ido hereby cerd ydere the pains and penalties ofpeijury that the information provided above is true and correct. Signature: Date: 23 I& Phone#: ( �� ' 3 S60 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#: Information and Instructions Massachusetts General Laws chapter 152 requires all 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 ofhire, express or implied,oral or written." ' An employer is defined as"an individual,partnership,association,corporation or other legal entity,or 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 another who 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 of this 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-'contractor(s)name(s),address(es)and-phone number(s)along with their certificate(s)of insurance. Limited.Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the 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 foi•confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,net the Department of = Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensatioiit policy,please call the Department.at the number listed below. Sel£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"Job 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 bum 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/dia i ACOR CERTIFICATE OF LIABILITY INSURANCE "'�'�"�2 6 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(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsemerrt. A statement on this certificate does not confer rights to the Certificate holder in lieu of such endomeme s. CONTACT PRODUCER E The John M.Sullivan insurance Agen PHONE Ax 781.44941511 P.0.Box 920047 DL . sulihmn.insadv@vefton.net Needham,MA 02492 INSURER(S)AFFORDING COVERAGE MAIC S INSURERA:ESSEX INSURANCE COMPANY INSURED INSURER B:ASSOCISted Employers Mutual Advantage Design and Construction,Inc. INSURER c: dba Archadeck of Suburban Boston INSURERD: 16 Adams Street INSURER E: Burlington,MA 01803 lwSURERF: 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 7 H RESPECT TO WHICH THIS CONDITION OF.ANY CONTRACT OR.OTHER.DOCUMEN .WR INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERNt OR C 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, TYPE OF INSURANCE POLICY NUMBER 74*2=017 GENERAL LIABILITY 3EE1016 4/2212018 EACHOCCURRE CE s 1,000,000 COMMERCIAL GENERAL LIABILITY 1 0 $ 100 000 CLAIMS•MAOE OCCUR MED EXP AR one person) Y $ 5000 PERSONAL&ADV INJURY S 1,000,000 GENERALAGGREGATE s 2.000 0 0 GERL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG S 1-1 POLICY i LOC $ COMBINEDGLE U AUTOMOBILE LIABILITY leg awdem— BODILY INJURY(Parpereon) S ANY AUTO ALL O6M� PISCHEDULED BODILY INJURY(PeraoddeM) $ NUTOS ED ROPER DAMAGE S HIRED AUTOSAUTOS S UMBRELLA LIAB OCCUR EACH OCCURRENCE S EXCESSIJAB CLAIMS MADE AGGREGATE s DED RETENTION a OTk- WORKERS COMPENSATfCN --Lam I ER AND EMPLOYERS'LIABILITY4/15/2016 4/15/2017 E.L.EACH ACCIDENT - $_ 500,000 ANY PROPRIETORIPARTNERIEXECUTNE a NIA WCC-80MOO4436-2016A B OMFFFIICdf�iMBERn HH)EXCLUDED? E.L..DISEASE-EA EMPLO S N Vas descMe under E.L.DISEASE-POLICY LIMIT S DES61il ION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,AddMonal Remarha Sehadute,H more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ASM DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORRED REPRESENT' ®1588.2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010(05) The ACORD name and logo are registered marlin of ACORD Massachusetts Department of Public Safety Board of Building Regulations and Standards License CS-066851 ' ` ` JAMES R FINLAY ^4 2WATERTOWNST LEXINGTON MA 02 s �..�n l.A� Expiration: Commissioner 08/2112017 ._ .._,w-. �//,,..�nrrrrrri irrivvr/l/,�''��r.,rr�ni,•/!� Office of Consumer Affairs&Business Reptation QOME IMPROVEMENT CONTRACTOR Istratlon: 138180 Type: piration: 3!412017 Private Corporatict ADVANTAGE DESIGN&CONSTRUCTION INC. ARCHADECK OF SUBURBAN,BOSTON JAMES FINLAY 16 Adams Street Burlington,MA 01830 Undersecretary