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HomeMy WebLinkAboutBuilding Permit # 2/23/2016 Y[ BUILDING PERMIT 3a °c TOWN OF NORTH ANDOVER ° APPLICATION FOR PLAN EXAMINATION ; 4a; Permit NO: Date Received tL1M];0L1R_T__ANT: UDate Issuedican ----------Applicant must-complete all items on this page ocArioNgR°fit t l" Y7 'rT 1�t✓r � ". :; Pr9nt - KZ s PROPERTY OUVNER N� ':-i ;.. rPrint MAP NOPARCEL ZONING DISTRICT : His#onc Disnct „�` ` yes no =✓,. .„ ., acfiiiie;ShQP,Village yps;, no - - .......... _ TYPE OF IMPROVEMENT PROPOSED USE ------------------------- Res--------- identialNon-Residential ------- -------------------- ------- New Building 5K<One family E Addition Two or more family G Industrial IulAlteration ........................... I Repair,replacement Assessory Bldg Others: R Demolition E Other D Septlo ' rWell Floodplant C1 Wetlands ' , q jlatershetl Distnet %r rl r r „rrn!tf„r„ ✓�,.,t�r r,r'<r. rr/ rJli/,Ilr,f�r� ✓�f r ;rtf„ r✓:i7 ✓y y.. .❑UGater=/)SevilerJ .g�,�,,,u �;r9 df 71V9 G v a h C�� r o,,11,je l? W45 tv"Veddf� 41 — - /� Identification Please Type or Print Clearly) q OWNER: Name: Iii})zyl- 14o9 Phone: ��6 Address IGLU �Pptrrobv 5 t aiT y,5 "�” ✓,,7,r�r /t r 7I/ it r" � 61,��t 2 s1/ r �gry�1 M`r Sr i f r i r��14r(e s(.�"7JT,,A,i� r ✓ �f rrt „t✓ l J l r wfy'� ✓/✓✓Y w� } lr f/ ✓t / r ..rrr✓rs rl f �! t lrr ✓ 'tl r 1 j fr���rlriilr rf/�t�t3//✓r r 4r1 2' �Y� � �1 � r'ICG�+ d /, fry r/r r✓SI. 1 1 � r 7 'r�Y✓i✓ij�r �(�r I✓/r'U"�lrT llkl�r}/Lfr/rl/.r{l1M // // a� I //J4� �1�1/ 1)}Ill f.fY f✓,rr JI ,'JJ(F/;fir"/;�'. 1 3�4r0�✓r��j Addr@S5.,! ✓ rrf �yr'rr llr l fr r(r f it r r r r✓ � rrr 1�� r r l>1 (1," J/ X41/1 �r i��f✓r�6''rfr/if,���l �� f r/ /r>•'ifysrr,N,rylr/J�p�1�'IS/rr�J✓ rlti frr�l 1�1{r /���1/l f�J�r r� rrrj� �r ,r r,,,r,n,;a i✓r9V ✓�r�1 ii��,�rg;.)�/u�ir�y rt•„e7 r,r/f� til rl( r i✓srf`i�s)i��r/I.r ✓Jf�u r✓ +rrr'rr Jr� al�r��r iYt�”it✓rural r �J yl ki��✓j r✓r�{ `SUpe1'CJI,Sf)I"�P�f011yS�i'IA4^�ilA�1��i�,Ck�1�Se✓,t�`�lite I,,,.r �fjr (i^rrir�iyy:rrr rr�'✓'��!'r����r� „� /��rl��£ lr� �x�rf rl/,, . %J/+Fra��'✓/'rl�l�/'r✓rl%r+r rr�ff,r��r��f fjISH✓a� > �7r�'uI..rr:r�rt rtF �r�r/✓�fip;`hkf"S l�l�„'rrl�'tir� rar � �t�r;'��.} ,,d.%r;r"L'lc>r'rr,1,�7.v. j[((�✓'fi�l/If�IJ Glrl{(r ,, �t r'rr l�lr�r yrrr!t"'jr��lrl'�rrrr31>fb�fV t/ l7 rry 9r2„rr j rj�r,�r �r rHb e Iry1 1�� riT14L 4`'e S4�r r r'`l ,`�v�G!/�;''�r;t'Pr^rlrr�rs�f�`•nyr'�rT,ll��l f„{r i f i r.;, r, � t Jit�((,�i„u��:if'frr���i/ff�rF(r�l�r��11�z dnY�”/�fVv rr � rf/I��r r/J r iYf �r rq .q .„�r%frri!����v; rfi f✓�,,.Xo r4f,91 r, r ,:.„, „,,,�; ,r rr�� ,✓,l✓,,���f!(,ii�G�ti�S/lC�,11[i;�6� �Ef„erwl�ls✓rur✓t r„�,f�f,r!,,�„y ARCHITECT/ENGINEER702044rA ledy 6 �rit� Phone: IN- `L N/3 Address: r5,Q, u r111d Reg.No. a01q exp A' FEE SCHEDULE:BULDINUG PERMIT.,$12.00 PER$1/110.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost:$ /, g�� FEE:$ � Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to tit u ranty.fund Signetu,ra of,Agen#/4wrierl, t>, ' Signatrlle„fontkac#orr A,, ° �';. Andover Town of No. AhAR ver, Mass, U BOARD OF HEALTH Food/Kitchen PERM-IT T ILD Septic System F11IL1116 INSPECTOR THIS CERTIFIES THAT....... ............................................... ........................ Foundation has permission to erect..................... buildings on ........................ Rough to be occupied as........ ....... ............................... Chimney provided that the person accepting this permit shall in every respect confor(n 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 PLUMBING INSPECTOR Construction of Buildings in the Town of North Andover. Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION "TRTS Rough Service .... ..... ............ BUILDING INSPECTOR Final GAS INSPECTOR Occup _'�ncV Permit Required to Occuov BuildingRough Display in a Conspicuous Place on the Premises—Do Not Remove Final FIRE DEPARTMENT] No Lathing or Dry Wall To Be Done Burner Until Inspected and Approved by the Building Inspector. Street No. Smoke Det. Licensed and Insured General Contractors 229 Stedman St LoweI4 MA 01851 Office (x"78)937-5-53 pax(978) 937-5559 Carol Hay 100 App.ietall 81. North Andover,NIA Sv(ye..cM('4'trork: �c�atstruction(.If new�car�a�tie t.;i et�►�it 11c� e All rn,ittimr tv t iri ldralesl(`:w hud:usall or nns atrehuCeett�rmtl#t c;.d�tt iit�.cram�It:c,•,tuitl LLCsigat[e%nq.) it Alt work to lv fWrlbii c5 1 in tcu�edlar100 avtth rkirrew,VIA`1astc l3reilding t.tadi~. C rn3Cr�sd:t i it ttl'rt xc`,,, )w two e;ar ira t @eu;sc�t,rll;issec avuClt�lrutitasr-tl dr:ta ors'S It)S%A' ciiuc�limo tlitart tpC��drain,titrYakttit2 where new-ask;;6 will lt�lats ik��l gansln�le.5 ddolkolition o1`mmi-pomb,c1(igm 1'7othroom laundn,I 1n),Gack Pone 3 � 1sCiiis� GnwC 1� ils n e.do l,;l l 1 d3nitw t the cl trieel (tltu o istin trd�ett`rc. biscttrtaco aund icolove plumbing a6S vl=daxi), Provioc vitd install ruxx'.tgofy cn®vltiA sttrsyr;(c..t mp'ji,ittt}mid conc,,rNL m Its.dull Tarr aWIv �Pisr,st�U�ta7i nrodl dird�itrt[tti_ Prttvidc and instal AI framirati;jnCmbUF,-anti�krErs[saeil�ar��tni.�, dilali9}t itd int ail l7 y'car rc]td c ui L tringle rool(incliidc5 toe and viatu ahicld, I.Vd irnit,all Ares-; i $l ltiitg,versting,and1(ldut5 cko.) Color t5 be 3i.jeettd 1iont builkr t�cta'ataid,,[I rcl4�7ititn�, w 1*r�,v9dt:• ditd is7'+ts311 d:,>;teiii'ariil}1 Slitily,tothv i:i�tx t tr i.i'.c;.. ",ku,tcl�rr dltruhl:; 'rC.x=etil tivi Lit Crlibos ed wood -r hl(sianjakul C'L.Ao to 1w..se.liEc ed by the Csagtcsrtt+`e Jeiaill[wRder pro idod.scioctietn ..k tat' i m �dti-and histall rt�.'��.YO X 6 "lttctitterala��%atkrl der(tt1itiws'attcb=0427-5.00, Pur alaxrr 1Tr�ivlde and install two doub[c Irtniz aarirkd.owS(a1l�rav�wn�� t1 5�'S.Cut����aiitdd3ti t la'rrnvide and iriAall t-J ra"u d�7d5r Wath iut4itti isE dic5ctr trl5 Hers_ ( � i.t t}Asll,t�,risnce Icy 4:,,pe t ,andtand [t rale I'ivn Cdr adtd niiCai.E gtt til aCi�Si for listtr �'i.'ctd. 6 I'r.vj1C_arid iii,C itl,utCei tttd J4.5wolsp it SygeCIt'd pee t'suRder M zi iO2ta5f& • Provide rind install wlut;trie,M sitllchcs.boxes.and outlets to Matic al Electrical CO& • 11cov1d4o and install Circ rated entry door Jbr entrance from�,a[agc inin home.$275,0ft alhnvanes.) • {.I.xIc perilllcwr x l nely E IraLc Its match surrounding yard and sccdJ Provide and install asphalt Elvo car driveway:ineludus hi tiler ea,al.anti linisli caxtl. Build and install interior ramp lx.r drawing- • Prone.ln,tdate-tiInboaird uatd piaster the esisurt doorway into 11'Icc.Nislin`�living, 4l uln, • ICL@ludcs Cmitidity Toom w4h 4itwwolona for one t nliing i7tach Iris ii td to Qdryer (clectei0gxN Cbd) NOTES: 1. Please.note t;<tal+�srese�lt ct�nditiE,ns Wray lxistirl;3, tfany untorexeeu iQenis rceluJr�-n-guir yr reprice nient,a ttrittvn ehwi ¢<ir ler xait3 lee peter itc l_ The cliango order will re quity sigacx Withorizullon iopwcccd wSlb iheropairs. Payment 9isrthlly`pomitial cl%illgs. order is due upon acceptance of ittc chin;c carder. 2. Anythiq not sp�illcaily;Mato]tit duwilcd in drawin,pr+zvidcd is"elmtct9 irool ill is Scope.ni'work• Totat Price:S44,890.00 We apprea ial e you�,6 v i nL,,us I he oplxmiun i1 y i o tri d this work. r Dmvid T.Duly,().C.- Dr.it,tl Citral Huy Date ALLOWANCES: GJENfRAL.-NOTES• 6.Inspect material immediately upon delivery and t Project No All items customary with completing this project,but that are not specified on these construction 4 documents shall be treated as allowances unless otherwise agreed upon.The contractor shall 1.Do Not scale drawings.Recheck measurements again prior to installation. Reject damaged and :i S p d [/IZ place a reasonable time and material value on the installation of the following items: and dimensions before starting installation. defective items. During handling and installation, t 54 Contractor shall notify the Architect in writing of clean and protect construction in progress and _ 4e 1.Finish Flooring: discrepancies found on the drawings or in the adjoining materials in place. Apply protective `- "' - o ti ti 2.Light Fixtures: specifications. coatings where required to ensure protection from 3.Plumbing Fixtures: damage or deterioration at substantial completion. 4.Alarm System&Door Bell: 2.Electrical,Mechanical,Plumbing and Fire Clean and maintain completed construction as ! �` v 6.Cable&Phone Systems: Protection layouts are to be provided by the often as necessary through the construction E 6.Interior Built-Ins&Mouldings: 7.Kitchen Cabinets&Coutertops: Contractor responsible for the work. All work to be period. Adjust and lubricate operable components s.Appliances: done in accordance with the most current State to ensure operability without damaging effects. q W n a 9.Paint&Wallpaper: Building Code and all other applicable Codes. Supervise operations to ensure that no part of the FRONT PHOTOGRAPH c 10.Walkways&Driveways: construction completed or in progress is subject to - o x 11.Plantings&Landscaping: 3.The Architect shall only perform Construction harmful or deleterious exposure.The Installer of 12:Other(specify): Control as defined by the State Building Code. The each component shall inspect the substrate and REFERENCEyE�=� Architect shall Not have control over,be in charge of, conditions under which work is performed. Do not t °' 24'-0"+- nor be responsible for;construction means,methods, proceed until unsatisfactory conditions have been .6 ° 9 " D Q S o E c techniques,sequences,procedures,safety corrected. Install each component during weather EXISTO WALLS TO REMAIN EZ E _ r� precautions and programs in connection with the conditions and project status that will ensure the NEW WALLS o�y 3 as o0 Work,since these are solely the Contractors best results. Isolate each part from incomparable WALLS TO BE REMOVED responsibility. The Architect shall not have control material as necessary to prevent deterioration. - - - ©�j over or be in charge of the acts or omissions of the Coordinate temporary enclosures with inspections Contractor,Sub-contractors,or their agents, and tests to minimize uncovering completed ''� AREA 01NO WORK employees,or of any other persons performing construction for that purpose. \ a__- r S d 00 portions of the Work. o<y 7.Comply with Manufacturers instructions and O Smoke Detector 00 4.All work performed under and in connection with recommendations;to the extent that they are F_ these Contract Documents shall be in strict more stringent than the requirements in the O Carbon Monoxide Detector compliance with the latest O.S.H.A.safety and health Contract Documents. LU standards. Combo Smoke&Carbon MASTER DINING ROOM 8.Visual Effects: Provide for uniform joint widths C!S Monoxide Detector _ BEDROOM 5. Building and construction terminology in these in exposed work. Arrange joints to obtain the a documents may vary in definition from other best effect. O Heat Detector =W<Q x industries and uses. Refer to the currant Building F_U W Cf) 3 Code Definition Sections,first,and if still unclear, 9.Provide attachment and connection devices Op Photoelectric Smoke Detector O W Z(1) F consult with the Architect. and methods necessary for securing each Q ca 4 construction element. Secure each construction a O� N N element true to line and level. Allow for expansion ABBREVIATIONS Z Z-0 W DECK and building movement. AAB- Architectural Access Board O W J W o '. _____________r ADA- Americans with Disabilities Act F_ d # r _ 10.Mounting Heights:Where mounting heights a.F.F: Above Finished Floor ;f-(.> CLOSET are not indicated,Install components at standard ASTM- American Society for Testing&Materials Q Q O Boi.- Bottom D r heights for the application indicated. Q r r g RP CL.- Centerline r CMR- Code of Massachusetts Regulations Q q 11.Reproduction of these construction documents Col.- column *" � without the written consent of the Architect is d- penny = r r Dia.(0)-Diameter SUN ROOM r strictly prohibited. The Architect shall be ON- Down ~ t` BATH DN r compensated for the use of these construction DW- Dishwasher u et r documents for the purpose of generating any Eq.- Equals O '. 10 A r E.W.- Each Way Z ® r t other documents including,but not limited to,shop F D.- Floor Drain w I drawings,engineering drawings and reality ft.- Feet Y r advertisements. Gyp.bd.-Gypsum Board F ® ® r HSS- Hollow Structural Steel O O P 7" t Horz.- Horizontal 'O r ® SDN r 12.The Contractor shall confirm with the Owner in in. Inches writing,prior to construction,all building Ib.- Pounds r component options including;colors,shapes, Max.- Maximum r BEDROOM KITCHEN r DN; DEN r models,styles,textures,and any other options Mil- One thousandth of an inchMin.- Minimum r #2 r r that effect appearance or performance.A copy of Misc.- Miscellaneous fy r r such written conformation shall be provided to the N.I.C.- Not in Contract t Architect. N.T.S.-Not To Scale > O.C.- On Center _ Q C �- r r O.S.H.A:Occupational Safety&Health Administration X FEE r 13.Maintain the existing building in aweather P.T.- Presse.Treated U O t O r r Pounds Square Inch N tight condition throughout construction. Repair all Psi- per q n,y damage caused by construction operations. Take R f" PoundThermal per Square Foot u �O V" N (- 7 r 1 I r Thermal Resistance Value r I I r Precautions Necessary to protect the Building,the Req.- Required F n Z J �} r Occupants,and the Occupant's belongings during R.O.- Rough Opening U l i r the construction, s.D.- storm Drain S-P-F- Spruce,Pine,For, r0y LIVING ROOM STUDY r Il r cA- Square Foot r 14.Reuse existing building components(doors, s.S.- Stainless steel BEDROOM BATH r I l r windows,fixtures,etc.)where practical and T&G- Tongue and Groove #3 ( � t T.O.W.-Top of lNall cost-efficient. Consult with owner about all T.O.P.- Top of Piate r components to be reused. Typ.- Typical r U"L- Underw,ilera La6oraiories r r 15.It is the intent of these plans to match existing U.O.N.-Unless Otherwise Noted t r components,unless otherwise noted,wherever WI rt.- Weh fear r possible and practical. WC- Water Closet r f W/o- Washer and Dryer ri W.W M Welded Was Mesh 1 16.All demolitioned materials,except as 1 EXISTING 1 ST FLOOR PLAN Area Of Work otherwise noted,shall be removed from the site in y Sheet. 'consult Architect II there are an Abbreviations ---- t accordance with all applicable laws. or acronyms that are unclear. SCALE:1t&,=1,-0„ r----'''---'''--------__'_ FINISH CARPENTRY: Roof Pitch- 1.All materials and operations shall meet the requirements of the latest See Elevations revision of the standard specifications of the following:The Project No.: Architectural Woodwork Institute(AWI)'American Plywood Association Shingles-See 1 /) (APA),National Forest Products Association(NFPA),Southern Pine Elevations 1 4 Inspection Bureau(SPIB),American Wood Preserves Bureau(AWPB) and the Hardwood Plywood Manufacturers Association(HPMA) Ice&WaterShield for 1st 4'-0".15#Builders 2.Grading of lumber of the various species shall conform to the requirements of ASTM D 2555 and ASTM D 245 Felt for Remain'g �\ 10"Fiberglass GQ \) insulation(R30)unlaced Plywood INTERIOR FINISHES: 1/2' o Y E t (existin 9) - 1.Interior finishes to be determined by the owner unless othervise Sheathing .4 M C MASTER (existing) noted Hurricane Clip/ y A BEDROOM DINING Roof Or Strap Each [a �" Q U ROOM 2.All finishes,appliances,electrical&plumbing fixtures,etc.to be Rafters-See Rafter As Req. (j o 0 0 installed by the contractor after owner selection or as athemise may Framing Plans x have been agreed. Ceiling Joists-See /// a g°'. „h N i / J Framing Plan d Q EF o JOINT SEALERS: j Top Of PI to .- O 1. Provide all labor,materials and equipment necessary to complete all O (existing) of the following including,but not limited to Sealant around the \_112"Gypsum Bd or Equal on CfS - perimeter of windows,doors,louvers and all openings in exterior walls, DECK' 1"'x3"Strapp'g @ 16"'O.C. under exterior thresholds and sills,exterior and interior Vim. 12"Fiberglass (existing) 2.Exterior sealant shall be one part acrylic,"Mono"by Tremco®or insulation c;3 s' vQ=v x CLOSET ❑, equal. Interior sealant shall be acrylic-latex type sealant. (R30)unlaced m 01 >15Cc y=o a- 00 23'-0"+- Interior Finishes to be w �aI n6i to 11 77 �"Cxql isting) DN 6'-0" 3'-5" determined by others .. rn (existing, BATH W CLOSET. 7'9" No Greater Than 1:12 Pitch ® Subfloor-See Z) o Framing Plan ❑2 .o asx8o-2omin u.I W Q U ® ° 2-30x80 �Fva Rated wt Ramp_, m Floor Joists =U O Q k M Auto Closer eJ Bifold o (Existing)-See I-- CL U) 3 l (existing) (existing) C!S 3'-0" 5'-0" °, Framing Plans tat Floor Line O Lu ZZ Q F BEDROOM KITCHEN °, LAUNDRY ( Z #2 O, 3. Ali n w/ �� \ W W O P Existing F W d W O GARAGE 12"Fiberglass 0<<0 5/8"Fire Rated Gyp.Bd. insulation Q S O v1 r CJS _ _Th_ougho_ui_ _ o o (R30)unlaced o Q N o] r IL (existing) Fin Grade Foundation Wall- I— (existing) FSA LIVING ROOM See Foundation Plan CC BEDROOM (existing) O O 'o O a` Z #3 BATH poo system- WALL SECTION @ LAUNDRY S .Frame In R.O. See Detail On Sheet 5 Scale:3t4"=1'-0" To Match // - Z ...........J. ..............'..............� o Q y existing) FRONT 7-0"x 9'-0 7'-0"x 9'W d W ± w/Auto Opener w/Auto Opener CC d Z a 1 ST FLOOR PLAN PORCH 9 c 65-2 SCALE:1/8" V-O., ....................2fi_Q..................... 0 LL J W c Q Cl) o Ca 2"Rigid 3 112"Batt Insulation 2"x 6"Studs 1/2"CDX F' r wood Insulation(R10) (R15) @ 16"O.C. Sheathing athiing 5 1!2"Fiberglass 2"x 4"Studs On The 2"x 4"Studs @ 16"O.C. Batt Insulation(R21) Flat @ 16"O.C.- Typ.Unless Otherwise Unfaced P.T.Sill Noted Siding-See Elevations 1/2"Gypsum Wallboard 1/2"Gypsum Wallboard 5/8"X Gypsum Wallboar (W/R) Primed& Primed&Painted 2 Coats. (5!8"X on Garage side) "Tyvek"Wrap Painted 2 Coats. Primed&Painted 2 Coats. or Approved Equal Sheet: TYPICAL BASEMENT WALL TYPICAL INTERIOR WALL TYPICAL EXTERIOR WALL 12 72 Project No.: 30yr Min.Shingle- Eave,Rake& y n ry y g Trim Details to 4+-Match Existing r – Match Existing –�4+-Match Existing Match Existing 542 ® Top of L® Plate_8�® __28310 2837 0 b�1— Stating- .c p Match Existing '" m x o 1st Floor Line – - �— mm HyH FRONT ELEVATION -3 v- SCALE:1l8"=1'-0" r_ _ _ _ _ _ _ i w �a€cmc m — — — — — — — — - Ehc vc � RIGHT SIDE ELEVATION ama�ooxE� SCALE:vs° U) W Top of Plate Baluster Gap=4"Max. fn - 1821Q 8 8 WWQU ® ®0 ~zZ� 000< F 1st Floor Line a - Z W -a�'.a O a W � ®® 1 11IL Q o Z rn ! Gap=Max.4" Q E – – – – – – – – – – – – – – – rMax – – – – – – – – – – – – – – – � Sphere F- F Note:Provide Handrails on REAR ELEVATION one side of stairway of three O SCALE:118"=1'-0" or more risers Z 4" Note:Guard Rails are not Req'd if Platform is less than 30"Abv Grade ay EXTERIOR STAIR DETAIL z _O U 4 Q WINDOWS: 5.Bathroom i Q s.eater closet compartments&other similar rooms shall be &Re tl lazed openings shah be 1.All windows shall be Andersen a00 Series Wootlwri ht Windows or q' 9 9 permitted to oRan into patio covers that 11.Windows&doors shat!be instaffed&flashed in accordance wf O Approved Eq. g .hivhed wf aggregate glazing area,,windows of not less than 3sq.ft,112 of ablb s')a if in excess of 40°re of the exterior s e me"•walls are open,or are manufacturer's written installation instructions.Fenestration shall boar a W t. hich must be openable.Mechanical ventilation is req'd for bathrooms wwla enclosed only by insect screening,&the ceiling height of the sunroom is not ;abelidentiying manufacturer, pproved _ '--I C 2.All habitable rooms shall have an a shower or bamtub.The glazed areas shall not be req'd where art!ficiai light less than 7'. performance characiensliw,&a aggregate gazing area a not less and a mechanical ventilation system are provided.The min.vendlatien rates 1886&joinASTM Eci 99finorcAAMA 506,nce wf the requirements of ASTM E I.1J than e°S of the kbor area of such rooms.The glazed areas need not be shall be 50cfm for intermittent ventilatianor 26cfm for continuous venlilafion. 9.Where the oapening o1 an operable window is located more than 72"above afve age in rooms where artificial light is provided capable of producing an Uenfifat/an air from the space shall be exhausted directly to the outside. the finished gr door surface below.the lowest part of the clear opening of the 12.Windows&Doors shall be dost d to resisE the des! a erage illumination of 6 footcandles over the area of the roam at a height window shat!be a min.of 24"above the finished floor of the room in which the Protection of exterior windows&glass doors!n buildings located bads. of 30'atrove the floor level. 6.Req'd glazed openings shall open directly onto a yard Req'it glazed vi ndow is located.Operable sections of windows shall not openings may face into a roofed permit openings chat wind-borne debris regions.Exterior windows and sliding doors shall bear pone Rorch where the porch abuts a yard&the alio.passage of a 4"diameter sphere where such openings are located within alobe/identifying m nufaciurer,performance characteristics and approved 3.The min.operable area to the outdoors shall be 4%of the floor area longer side of the Rorch is at least 65°k unobstructed&the ceiling height is 24"of the finished floor. Inspection agency to indicate compliance w!AAMAANDMArCSA being ventilated.The glazed areas need not be openable where the not fess than 7'.Eave projections shah not be considered as obstructing the opening is not req d&an appravedmechanical ventilation system callable clear open space of ayardor court.Required glazed openings may face into 10.Window opening limiting devices shelf be self actin &shaft be 101fl.S.2lAa40. meof pre.—1fl 0.35 air em chan in not in the room is installed or a vrhole house the area under a deck,balcony,bay or boor cantilever provided a clear prohibit the free g positioned to h.vents anon systemer occtusled capable of supplying outdoor verticals g pr the window opening of a 4"die.sphere through the window opening when 13.The following are Hazardous Locations for Glazing applications: entitafron air of 7 Scfm p pant computed on the basis of neo Race at least 36"in height is provided. pening!imitins device is installed wf the manufacturer's Glazing in all doors,and in adjacent panels within 24 Glazed openings of occupants for the first bedroom&1 occupant for each additional bedroom. 7.All emer nc esca imetructions.Window epemng lentong devi ees she!!be designed wlerrylnase a size through which a 3"die.sphere is unable io pass.Glazing!n railings ge y pe windows from sleeping s shall have a net clear hanisms to allow for emerg y scope thm'J'h the.!ndow op 9 regardless of arca cr height above a walking surface.included are 4.To determine ii ht&venh'tation re u encs,an r m shall be Pening of 3.3sq.ft.The min,net clear opening shalt be 20"x 24"in either without the need for keys,tools er specie!knowledge.Windav opening I.miting structural baluster panels and nonstvcturai infill enol 9 q from y o di cotton except that windows in sleeping rooms of existing dwellings which devices shall comply wt ail of the ioiiawing:Release of the window Panels.Glazing within nsidered as a portion of an adloin!ng mom when at least one-half of the do oat conlorm to the=_e requirements may be replaced without conforming to opening-limiting device shall require no more than 1516s o(force.The window 60"of doorways,stairways,landings and ramps. Glazing within 60"of co of iha common wall is open&unobstructed&provides an opening of these dimensional requirements,provided Thai the windows do not opening limiting device release mechanism shall operate c erl in ail i ng pools,hot tubs,wMrlpools,saunas,spas,steam rooms, not lass than one-tenth of the floor area of(he interior room but not less significantly reduce the existin o enin PrP s ypes of Waathtubs and showers. al"'ifess than 78 above the floor.Glazing in 3 than 25sq.ft. g opening size. weather.Window opening limiting devices shall have their release mechanisms IIs on the latch side of and endicular to the plane of the door in a J learidengfied for proper use in an emergency,The window opening Humin Sheet: P 4 9 closed position.Glazing adjanPio a door where access through the door deviceshat!not reduce the min.net clear opening area of the window unit 's to a closet or storage area 36"or less in depth.Glazing greater than below what is required. 9sq.ft.in area. Existing Fill with Hydraulic Finish Floor c Cement or E Siding-See Pro ect No.: qg' qg" - q �i Existing 1��4� Elevations N Predrilled Hole j22"x "Sill- Subfloor ' W _ be P.T. Existing Floor Joists ,�2 3 Roofing Cement Alipn Toga Of Wallw/Existing lab-See Slab SeeNBelow Grade- Finish Floor ZSealent Abv Grade- lans Plans Exterior Side STEP FOOTING DETAIL sealant- Anchor Bolt See Interior #4 x 12"@ Foundation Plan Side 12"O,C.-Vert - o CONNECTION DETAIL GraceQlce&Water nroE o Scale:1/2"=1'-0" Shield -818:1'L6', ° _ ° Existing a o e= E m_ Sill Plate Existing R-ray; UP AREAWAY Finish Grade g Foundation- Foundation See Foundation Plan EXISTING WALL DETAIL =xo= " SILL DETAIL SCALE:1"=1'-0" aho3 $tea CF0 v ' SCALE:1"=1'-0° CONCRETE NOTES: F- Q ° 1.Unless otherwise noted,all footings shall be centered under support W ' members. (existing) 2.All foundation walls shall be braced during operations of backfilling and = a BASEMENT' W Q U compaction. Bracing shall be left in position until permanent restraints W x have been installed. =v O Q F_Z— a - UP 3.All footings shall be carried down to undisturbed material having a O W Z Q E- I minimum bearing capacity of 4000 pounds per square inch. 1-�_O Z(J)W I _ 4.No footing shall be placed in water or on frozen ground. O W J CL P 0- �* I I® Cut&Remove Existing 5.In general,exterior construction shall be carried down a minimum of 4 -d> I Foundation&Slab feet below finished grade. 0 0<<O I°f 6.All concrete work shall conform to the latest A.C.I. Codes 301&318. Q=p o QI I 7.All concrete shall attain a minimum compressive strength of 3000 psi at •� I I Remove t01, 28 days. Portland cement shall conform to ASTM C150. Aggregate shall Z Stairs 12'-4"+- 4'-0° conform to ASTM C33. Ready mix concrete shall conform to ASTM C 94. F uir - - Awnwl _— 8.All reinforcing bar details shall conform to the latest A.C.I.Code and Q _ Existing Wail detailing manual. a Drop T.O.W.16" 1 9.All slabs on ground shall be placed on a minimum of 8"layer of 95% compacted gravel and placed in panels not exceeding 1200 square feet, 06 0 1/2"G Anchor Bolts- I unless otherwise shown on the plan(s)or otherwise directed by the (existing) 12"from each Corner I Engineer. STAIRWELL &6'-0"O.C. (Min 2/Run) I C)co (existing) I 10. Welded wire mesh shall conform to ASTM A 185. � BASEMENT F- v i Slab-See �z J d _ GARAGE I ,�Plans z °- - Slab to be 4"Below 1st Floor Line @ H.P. Fin Grade Z Q , Electric 4"Cone.Slab(3000psi)over q CO r O J W p Panel- 12"min.of Compacted(95%)Gravel\ I N e fl -0Q - LL(L 0 �. Furnacea'c qv F cV I HW IT.O.W.Level a 7" 10" 7" d /Existing 1 st aste[EDi Floor Line On Sheet�l5 a Ke a + ;I Drop T.O.W.16" I i : Undisturbed Soil :I --- ---- - - --- JI 2'-0 FOUNDATION/BASEMENT PLAN :, ,-„ ,,,, ,,,, ,,,, „ „ sheet: 4 1/8"=V-0" — — — — 26'-0" — ' — — ' FOUNDATION WALL @ DOOR 6 Scale:1/2"=1'-0" Roof Rafters- Project leo,: See Framing Plan 1542 Nail Plywood Sheathing i�l Match Exisitng T.O.P. — — — — — 1— — — — — — — — — — — — — — — — — — — — — — — — — — — — — To Header wl 3 Rows -—-—- -— Staggered of 8d Common @ 6"O.C.As N ~ q •1' A .1. Shown m m Plywood Sheathing Sheets d o O Shall Be Staggered As I• Run 3-2"x 12"Heads, x O Shown w/2-1,Y"Plywood Filler Wk Ca U Continuously As Shown - 0 Simpsona`�LSTA24 Simpson@ LSTA24 Nail All Plywood Sheathing ° o ,x ,} or Equal Strap @ or Equal Strap @ SimpsonCw LSTA24 Ed es wt 8d Common @ 6' Each O Each Oppeni g or Equal Strap @ g —H N Interior Justaoation Interior Installation — Pas,. g O.C.-All Other Nailing g m F��� O interior Instaoation Shall Be(—w 12"O.C.Per t N Stud a 3 n_21 >E n 2-2'x 6" o _ o Blocking m=a= Qw V 3-2"x 6" _ m c. Simpsonto HTT4 Tensies or Tension TQoa a?se �.c 4.2,x6" 0 4-2"x6" Equal. 1 si Floor LineThickened Slab Thickened Slab (!) Doors @Doors f Garage Slab @ O.H.Door to 2-In"Anchor Bou �`' 2-1/2"Anchor BoltLILI _ t— Z 9'-6 t 2 0 9'8" ,2-6" L1J U 0LUZ< QO Z(51j FRAMING DETAIL @ GARAGE DOORS �XaW SCALE:3!8"=1'-0" Y d> a<<0 a=oz on -¢ c Notches Greater Than 50%Requir H � A Min.16ga.x 1.5"Wide Metal Stap (Min.8-10d each side) Nail End Stud 70 0 Return Studs wt y` Z t 6d Commons @ 2-2"x 6"Top Plate w! 24"O.C. � Continuous 2-2"x 6" Overlapping Corners W Top Plate-Typ. Angled Wall Brace @ s0. lu Header-See Each Corner(45°to 60"} OFraming PlanSimpsonQ TWB or Eq. 1All Borings Shall 2"x 6"Stud @ 16"o.C. NBe At Least 5/8" 1/2 CDX Plywood ('�J From Stud Edge Exterior Sheeting Z a R-11(3") I— 0 Borings Shall NotBatt Insulation Q W o Exceet 40 t of Window/Door R.O. N Single-Stud Depth HEADER DETAIL-TYP. 2"x 6"Soul Plate F LL*6 ti Borings Shall Exceet off .SCALE:1"=1'-0" Sub-Flooring-See First Floor Framing Plan Doubled-Stud Depth Rim Joists-See First Borings&Notches Shall Floor Framing PlanQL Be At Least 6"Apa t On BRACED WALL LINES Same Stud. 1.There shall be interior braced walls lines in each direction as Sill Plate-See First indicated on the plans.These walls shall be a min.2"x 4"studs Floor Framing Plan Notches Shall Nolz @ 16"O.C.having a min.of 1/2"gypsum wall board on each side Sill Anchors-See Exceed 25°l0 of with 1 3/8"type S or W screws @ 16"O.C. Foundation Pian Stud Depth 2.The first 5'-0"of each end of the Braced Wall Line shall be solid. Foundation-See a 2"x Stud Foundation Plan Wall 3.Interior Braced Wall Chart(Max.25'O.C.Each Way): Nail All Plywood SheathingEd es Cripple: 75%of line is braced wall Yw 9 Sheet NJTCHING& BORED HOLE LIMITATIONS stfloor: 60%ofllneisbracedwail CORNER FRAMING DETAIL w/BdCommon@6"o.C:AIIOther fj FOR EXTERIOR &LOAD BEARING WALLS 2nd floor:45°b of Zine is braced wall SCALE:1/2"=1'-0" Nailing Shall Be @ 12"o.c.Per stud WOOD FRAMING NOTES: 1.All framing lumber shall be S-P-F#2 with the following allowable stress 1f2"CDX Plywood Sheathing values: Fb=900 psi(repetetive bending) 2"x 10'Roof Rafters @ 16"Q.G. Project No.: 1�42 E=1,000,000 psi(modulus of elasticity) All pressure treated lumber shall be Southern Pine or equal with the 2-2"x 10" 2-2"x 10" following allowable stress values: Header Header Pb=1,500 psi(repetetive bending) o E=1,500,000 psi(modulus of elasticity) T 00 T W 2.Manufactured lumber,S4S and grade stamped,to comply with PS and applicable grading rules of Inspection agencies certified by ALSC's board of 6"Geilin x t; o review. Provide seasoned lumber with 19 percent moisture content at the time oi2"x q W ca U of dressing and shipment. V sts o p 3.Provide one row of 1"x 3"Cross bridging or equal for every 8'span of joists. x x� p N= N€~cam 4.Microllam@ members shall have industrial appearance grade noted in Existing Roof _ N sd the drawings and conform to the e unx following minimum allowable stresses: a o 3 Flo=2,600 psi aZ g E=2,600,000 psi HZ52 4-2"x 6" I -1 314"x 18"Mirollam®Rid e Beam Fv=285 psi Stud Post 4-2"x 6" .a s°a g d aAll plywood shall be exterior grade(exterior glues).All plywood shall be APA m�9 s r Stud Post rated.Use 114"Underlayment under all Tile floors. Cricket As Req. 6.Provide double joist under partitions parallel with joists. ma 7,Fasteners and anchorages: Of size,type,material and finish suited to _ application shown.Provide metal hangers and framing anchors of size and type a recommended for intended use by the manufacture.Hot-dip galvanized H < fasteners and anchorages for work exposed to weather,in ground contact and W high relative humidity to comply wtih ASTM At 53. to Cont.3-1 314"x 11 718"Mirollarr Beam _ 8.Building Paper:Asphalt saturated felt,non-perforated ASTM D226. W W Q O 9.Air infiltration Barrior:Vapor permeable,water-resistant fabric composed of h 0 polyethylene fibers,6.1 mils thick. Product subject to compliance with O Z Z U) H requirements provided:TyvekO Textile Fibers Dept.,Dupont Co. ROOF FRAMING PLAN 0 O 10.Sill Sealer Gaskets:Glass Fiber resistance Insulation fabricated in strip SCALE:1!8"=1'-0" Z(R(— form to use as a sill sealer:1"nominal thickness compressible to 1/32":In roles O WJ W of 50'or 100'in length. H W O_LU 11.Preservative pressure treated lumber and plywood with water-borne Q<<0 preservitives to comply with AWPA C2 and C9,respectively,and with <7-00 ri1 requirements indicated below: r0Z Wood for Ground Contact Use:AWPB LP-22 = Wood for Above ground Use:AWPB LP-2 Treat cants,nailers,blocking,stripping and similar items in conduction with W roofing. Flashing,vapor barriers,and water proofing. Treat sills,sleepers, u O blocking,furring,stripping and similar items indirect contact with masonry or concrete. Ridge Vent-"Shingievent"by Z CertainTeed or Equal 12.Execution: Install rough carpentry work to cmply with N.F.P.A."Manual of (A J '� Housess Framing.Form E30.""APA Design(Construction Guide-Residential 1!2"GDX Plywood Sheathing &Commercial,"and the fallowing:Recommendations of the engineered wood Beam-See Fram'g Plan Z Z Q y products manufacturer. Rafters-See Fram'g Plan J H Y wn.o t U0 Vent Baffle °a Z 05 d 2" 0MLu c occo itu.Z r Insulation-See Section 2"x4"Collar Ties C@ 16"O.C. 5f8"Fire Rated Gyp Bd 1"x 3"Strapp'g @ 16"Q.C. RIDGE DETAIL @ CATHEDRAL CEILING sneer: 6 Scale:1"=V-0" The Commonwealth ofMassaehusetts Department of Industrial Accidents I Congress Street,Suite 100 Boston,IVIA 02114-2017 wtvlumass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Lel4ibly Name(Business/Orgmization/lndividual): Z Address:2)q r1rpf",4y ,r- City/State/Zip: C1�';' Phone#: 9X- Are /� X- Are you an employer?Check the appropriate fors: Type of project(required): 1.)n turn a employer with employees(full and/or part-time).' 7. Q New construction 2.E]I am a sole proprietor or partnership and have no employees working for me in $, F,�Remodeling any capacity.[No workers'comp.insurance required] 9.}N—,r Demolition 3.Q I aa homeowner doing all work myself.[No workers'comp.insurance required.]t m 10 Q Building addition 4.Q I am a homeowner and will be hiring wntractors to conduct all work on my property.I will ensure that all contractors either have workers'compensation insurance or are sole 1 LQ Electrical repairs or additions proprietors with no employees. 12.Q Plumbing repairs or additions 5.Q 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.t 6.Q We are a corporation and its officers have exercised thea right ofoicarption per MGL c. 14.Q Other 152,§I(4),and we have no employees.[No workers'comp,insurance required.] *My applicant that checks box HI 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. tCommctoa 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 thea workers'comp.policy number. I azu aii employer tliat is providing ivorlrers'compensation insurance for my employees.Below is the policy and job site information. / Insurance Company Name: Policy#or Self-ins,Lia#:fV/kl 6_190--60()!�d y 20711/& Expiration Date: �23 2fJ1�P l dd I 'Pt aalu St' cit/State/Zi ,,t ti/WC- ,J 7obSiteAddress: Y P� i���`6�J 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 a 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 WORD 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 Investigatins of the DIA for insurance coverage verification. I do hereby certify et•flee p jn/sJ d penaltieDs ofperjury heat the inforuaatior:prvvicted abo a is h ze an/d correct Sieuature' V3 Date• �� �/��-E' t Phone#: 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 Cleric 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: OP ID:LM mac® CERTIFICATE OF LIABILITY INSURANCE Da0712212016 � 07(22!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 NAME: Talbot Insurance Agency,Inc. PHONE 221 Chelmsford Street 4C No Ell: AlC No: Chelmsford,MA 01824 E-m 4L Edward J.Talbot,Jr. ADDRESS: PRODUCER I. DALYG•2 CUSTOMER ID INSURERIS)AFFORDING COVERAGE NAIC0 INSURED Daly General Contracting,Inc. INSURER A:Nautilus Ins urance Company Mr.David Daly INSURER B:Safety Ins.Co. 229 Stedman Street Lowell,MA 01851 INSURER c:AIM Mutual Insurance Co INSDRERD: INSURERS: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THISIS 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, EXCLUSIONSAND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR D L BR POLICY EFF POLICY MR LIMITS LTR TYPE OFINSURANCE POUCYNUh955R M19M1 DIY JwXH YYYY GENERALLIAEILITY EACH OCCURRENCE S 1,000,000 A X CONNERCIALGENERALLIABIUTY NN449542 04128/2015 0412612016 pREnusEs Ee oeo-cel $ 501000 GVUMS-MADE❑X OCCUR MEDEXP(Anyone Person) $ 1,000 PERSONAL&ADV INJURY $ 1,000,000 GENERALAGGREGATE $ 2,000,00 �GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP(OP AGO a Included I A POLICY JEOT LOC I 111 $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 5 1,000,000 (Ea accident) ANY AUTO BODILY INJURY Iry peson) $ ALLOWNEDAUTOS BODILY INJURY(Pereeident) $ B X SCHEDU.DAUTOS 3966518 0210812015 0210812016 PROPERTY DAMAGE $ X, HIREDAUTOS (PER ACCIDENT) (X NON-OWNED AUTOS $$ UMBRELLALIAB OCCUR EACH OCCURRENCE S EXCESSLIAB CLAI bYE_9ADE AGGREGATE S DEDUCTIBLE $ RETENTION S $ WORKERS COMPENSATIONWO ETATU- TH. TO Y LIMITS E AND EMPLOYER"LIABILITY C ANY PROPRIETOWEART1,15--ECUTIVEYO NIA VWC-100-6009874.2014A 07/2312015 07/2312016 E.L.EACH ACCIDENT $ 1,000,00 EX OFFICERWEMBER CLUDED'! (Mantlatory io NN) EI DISEASE-EA EMPLOYEES 1,000,000 If yes,descloo Untler E.L.DISEASE-POLICY LIMIT 1 S 1,000,000 DESCRIPTION OF OPERATIONS below I{ I RE EVIDENCE OF INSURANCE FOR DALY GENERALACONTRACTINGaimere ePeoe is regei.ea) CERTIFICATE HOLDER CANCELLATION 1111711 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Evidence of Insurance ACCORDANCE WITH THE POLICY PROVISIONS. SAMPLE Insurance Certificate AUTHORIZED REPRESENTATIVE ©1988-2009 ACORD CORPORATION.All rights reserved ACORD 26(2009109) The ACORD name and logo are registered marks of ACORD 1.�-A�\ ("J/te�r,i�rnra�rrncrrfff r`"�lrurtr�rur((v .. Office of Consumer Affairs&Business Regulation 0�- - HOME IMPROVEMENT CONTRACTOR - Registratiion: 140392 Type: - .. Expiration: 111712017 Private Corporation ��;:>' DALY GENERAL CONTRACTING,INC. - DAVID DALY _ 229 STEDMAN ST LOWELL,MA 01851 Uml mecres..,_ Undersecretary License or registration valid for individul use only before the expiration date.If found return to: Office of Consumer Affairs and Business Regulation 10'Park Plaza-Suite 5170 Boston,MA 02116 No all ithou ature s Massachusetts Department of Public Safety Board of Building Regulations and Standards License:CS-085741 xe . Construction Supervisor '= w DAVID T DALY /xa 229 STEDMAN SIRE ---n LOWELL MA O#61 _y c Commissioner 'toms_ Expiration: t%ommisioner 08/90;2017 Construction Supervisor Restricted to:- ' -- Unrestricted-Buildings of any use group which contain less than 36,000 cubic feet(999 cubic meters)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation ofthis license. DPS Licensing information visit:W W W.MASS.GOVlDPS