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Building Permit #688 - 66 SETTLERS RIDGE ROAD 6/4/2009
BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received) C L 4L "s eyti Date Issued: IV Want must complete all items on this page I PORTANT: App s LOCATION t PROPERTY OWNER_ f L -bit �kt k4 Print MAP NO: 6_PARCELAZONING DISTRICT:,K_Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Resi Non- Residential New Buildingne fami A�do—n Two or more family Industrial A No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic Well Floodplain Wetlands Watershed District a er ewe DESCRIPTION OF WORK TOBEBE PREFORMED: 041 1 C�C11 (`i nY, c� r. t , r`P1 of Q4 e LIS , Please Type or Print Clearly) OWNER: Name: Address: 'q -7.g CONTRACTOR Name: Ak c Phone: Address: /2 /f(uri k, Nrl", f. TIL G A)r�s4vdtid o3a F Z Supervisor's Construction License: Og X7'93 Exp. Date: 0-Z&SA!2/& II.,• il'1" iL ARCHITECT/ENGINEER Date: 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. Total Project Cost: $ /60,1 0� , — FEE: $ ii x'70 , ' Check No.: L 3( 5 e Receipt No.: c ����K-- NOTE: Persons contracts g ith unregistered contractors do not have access to the guaranty fund Signature of Agent/Owne Sig ature of contra or 0 K' M Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Pub=Sewer Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales Food Packaging/Sales Private (septic tank, etc. Permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT COMMENTS CONSERVATION Reviewed on COMMENTS Signature i HEALTH - Reviewed on Signature COMMENTS �4 Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Com Conservation Decision: Comments Water & Sewer Connection/Signature & Date Driveway Permit DPW Town Engineer: Signature: Located 3134 USgood street FIRE DEPARTMENT - Temp Dumpster on site. yes no Located at 124 Main Street Fire Department signature/date .470 COMMENTS Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA — (For department use ❑ Notified for pickup - Date Doc.Building Permit Revised 2008 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 ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ,d' Workers Comp Affidavit A"' Photo Copy of H.I.C. And C.S.L. Licenses �opy Of Contract Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) 6❑Mass check Energy Compliance Report (If Applicable) Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ 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: INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2008 Location No. Date TOWN OF NORTH ANDOVER T Certificate of Occupancy $ Building/Frame Permit Fee $ -fes O �- Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 364 / q F. 2 2' - Building Inspector ch m m m m CO) ismm v H C � p1 10 O CD n Z y CLO �. r = so CL CA o C.) c v CD CD O �F CrCL d CD Er T CD O CD w C13 C O CO) CL D CO) —• O to CD v CO) O CD Z O O O � • CD O CCD E O W F n O Cn cn cn C 0 0 Z o, s O 0 a A 0 W CL a so CD m 0 CL0 Cos CO) m 1 C ?� O d __ �IV m 'COD H m n m c7 ymaC �, = CD c ^� a m 40 o y OIE 5m;" m 2 .0o C qs 0 ZS wo :i O H C2 .CP I n a 4N C=2 N CL =r i o 0 00 C41 C-)-= o eo CL m� c d : CZ d CS m N CA m m _ y 11 aCD :T O !9 O O C moo: �C: C2, E. ED: O y m CD' o, m a-0: n � C� n ca a c� ��i O d o 7d w C �, H R= CDa_ C 7d w 0 G x "ti t � w C a- G a r G G7 CD n l � C O O z 0 0 c U CERTIFIED PLOT PLAN LOCATED IN NORTH ANDOVER, MASS. SCALE:1 "= 40' DATE:5/21/2009 6/1/2009 Scott L. Giles R. P. L. S. Frank. S. Giles R. P. L. S. 50 Deer Meadow Road North Andover, Mass. ROPE RS R 115 ���L 00 S N FND 22 se. 59' pR PPpp. �2 8 m N Cjl 6 W t,O1 m 24, o � N � 12A I CERTIFY THAT OFFSETS SHOWN ARE FOR THE USE F�JN of THE OFFSETS OF THE BUILDING INSPECTOR ONLY SHOWN COMPLY AND SUCH USE IS FOR THE WITH THE ZONING DETERMINATION OF ZONING ;, . "3972 BYLAWS OF CONFORMITY OR NON -CONFORMITY fcrSTEIR �o r NORTH ANDOVER '��L LAN0 , WHEN CONSTRUCTED. WHEN BUILT 6 X06 Structural Response, LLC Phone: 978-866-4249 30 Shedd Lane, Chelmsford, Ma 01824 Email: snelson@structuralresponse.com Structural Engineering Report Client: G.M. Roth Design Remodeling Address: 12 Murphy Drive Nashua, NH 03062 Site Address: Montecalvo Addition 66 Settlers Ridge Road North Andover, Ma 01845 S.R. Job #: 09086 Work Performed: Check LVL framing and review lateral bracing Date: May 28, 2009 Prepared By: Scott E. Nelson, P.E. Structural Engineer License #41457 Page 1 of 17 Structural Response, LLC Phone: 978-866-4249 30 Shedd Lane, Chelmsford, Ma 01824 Email: snelson@structuralresponse.com Assumptions & Criteria 1. Building Design Code Reference a. Massachusetts Residential Building Code — Seventh Edition 2. Building Design Loads Used a. Dead Loads i. Floor Framing - 15 psf b. Live Loads i. Bedroom load - 30 psf ii. Floor load - 40 psf iii. Snow load - 38.5 psf Per Mass Code & ASCE 07 iv. Snow load - 50 psf unbalanced rafter load per Code 3. Design Criteria Used a. Deflection i. Total Load Deflection - L/240 ii. Live Load Deflection - L/360 4. Specified Materials a. Misc. Members and Posts i. Framing: ii. Engineered Wood: Page 2 of 17 Spruce Pine Fir #1/2 MicroLAM 1.9E or approved equal 0 «gam a t C NTECALVO ADDITiONUPPER rLOOK ? PIANRi i��.i�'��•-5.'v'��iTlvYn,it'f� + ° 4�x'.ss "! ..._tea q,�'r�"t'r _-•`. &f,1�?'�h3:'Pi�(1?!� Page 3 of 17 e i m. . .. .......... . . I MONTECALVO, ADDITION ME Ott'll Ahp.ovtf, ho'. -4 MAIN fLOOR. PLAN I VUR -ow W4 - -Ap"" wo MOP fo*� Page 4 of 17 3 Structural Response, LLC 30 Shedd bane Chelmsford', M.A 01824 978.866-249 v .......... . . ..... . ... . . . ......... Code .... General Information Code Rot, 10712001 N .......... I NON, Trluu Jow - MONOINn"M"Icroum 79, E, Fb c Akw $pens Coosidefed Coofinu" over SuWrt Fv Basic.Allow. -i,�M+ (�Omk—>er —Information Span, t 90, 9100 Timber Section i MkroLaml. MicroLam: Fb'Afitualowab 'PSI Shear Left k Ream in tt:2rtt 5.2 86'am Depth In 9.2511 9.200 End Fixity La. unbriced Lwp ft� FW , ft 0.00 ft -Fin 0,00 Member Type OLI Pigm k LL Right Loads Total a "ItPht k MWOO"action LNe Load Used Thte Span 7 Yes ... ....... Yes Dead Load ffm� 280,00. 280,00 Live Load Otftj 840,00 840.00 Dead Load 4D Left #A1 100,00 100,00 PrF4 Lhre L Start Endcult QX11 11 MaxLeft End in -k M 3 Right EW in -k ra, Ac P51le Fb'Afitualowab 'PSI Shear Left k S a Right k fv , Actual psi Fy 1: AW4b Psi leactlons & Deflection .D LL Left, k Total 0 Left k OLI Pigm k LL Right k Total a "ItPht k MWOO"action In OXO 4 M%1=1 0'Q: 442,6 -142,15 0,0 1,W4,2 1,924.9 ZWO 2,9904 w"WWWO ax be"ijv OX, 3,87 6.66 6,66 187 17614 179.6 327.6 32TO owe OX Vwlffil 2483 0,45 3.87 33.32 3,47 1,-.03 9,45 2.83 1332 3.811 -01;09 -0110 178 6,22 Moment 1"-k:; 010 -142-6 Sh"r k' 3-'9 6. 061*001n I". 0.0(w C,ODOO Page 6 of 17 KW3 IK, 2W3PASM. SM 011%"bles SM ,00.0 Pat E49tic ModWas. 1,93 V 285,0 pal too OlufatIon fa dw 780 CIS STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSCITS STATE BUILDING CODE '790 QVIR TARLE WAt 1, Rei AOAWa uric WIND mg) . . ............... C08141TIM's- TIPR pF gg'Xiti" AMOUNTgr "RAC'mo - One story ----- L"okled at, each end and of Ictio'K every 25 Top of Iwo (if thrrc JNM of 11 f on center but W less than l0i or braced watt filtic for Methods 2 through 9 Located At each uId and al, least every 2$ First Story of two Story Mcibods 1, 2. 5, 4, 6, 7 feet an center but net less than 16% of Sec ond Aoryorth-To. ii'm or I$ braced wall line formcilood -A and 25% f,00:01ih :11"d, of bt*ccd WA It IlAt for Mothod0, 4m 70Y& d1ch, C44 Now at least Icycry 25 fact aft First story of th(ec, story Sic lbodf, 2. 3.4, 5, 6. 7 at ccvlmr but not imilian 2$%,o fkazed wait firic rot Method 3 and 335 of lir=d wall )Inc foo 'Mcl hu;45-2, 4, 5, 6, 7 !�MW at each Z0 And at lCaStevcry 25:: Out slosy, Wthods 1, 13 4.$1 61 7 (CC *11 Mier belt 11.0k le%t d" I, ('%' of Top of two or three ajory or IvivoW wall line for Whitid I mod 25% of braced Wool) line fat McthodN 2. 4, % 6i 7or 9, Located at ftch end :rand at Icirst every 25 Uss thAti Ito mph First atAry of two maq M olhodk 13, 4,5,6. 7 or fit on ctntcr livio not less 0% , than ) of braced 'Wool line to moth tit moot 45v* Seconj story of three story 8 -# of braced will lint i'"melbodg 2. A. S. Locawd at emch egad and at leant evety is Mcifiwti2, 14. 5� 0, 7 or r"I on center but two loss than 45N, of Firm story of three storylimited watt liter tor, Method 3 mad 60% of braced wall line for Malteds L 4, 6, 7 or S, Located at c4ch end mod at least ovy Ono story Methods 2, 3.4,3, c 3 of kct on center but not lem then 20% of Top of two at three story 9 braced wall hav ror Method 3 and 30%. oftiracvAl Wait. 1* (99 Wthiod,0.4, 5, 61 7 off, Located at etch end and not more than taithree I to Mph First Story of two story mttho&- 2_3j 4, 5, 6, 1 or 23 foci ooectnet but not lea than 45% tol bra" wall line for McIhQ4 3and 60% Second story of thoet savary 8 , of braced wall line tot Methods 2, 4, 5, 01 7 or, 1,4watt4 at each end and not more than Methods 2, 3. 4, 5,.k 1 or ZS feet penict but not less than 00% a! no First story of ter stony bfocod well line for Mr1hati I and 15% orbracod wall lire for Method 2.4, 5, 6, 7 at L'os:,Ata at rash cad and at least every 23 Oise glory Methods 4 3.4.38 6, 7 0', fect on center but mi't less than 23%. of Top of two start', hnscod wall line fart Micilwilli a 4,014, . of b4cod wall line rar Methods 2,41-5 Ai 7.or8. Lacaud at ea0 end mod zoo mai than Less than Il 0 mphFirst Methods 2j� 4� 5,, 6,7 ot 2$ rw, on, centerhul Out less Ilion 5% at story of two &Wry 8 htor-W wall I'fw tot Methad 3 and 75% othraccill iNall litre for Methods. 2, 4, 3, 4, 7 at S. Locaicd at cacti evocl and "I mom than Cripple wait$ Whad 3 23 feel On center but Do! Its$ kh 1 70,14 an I 1hattil wall I Inc, for, SI, I hocto - 25A, trat, I foot - 304.8 orintgt,"14d per Square loot -0.947 kNW.I Uta(c perboor- 1,09kiml), Foundation cripple wall pawls shall be brxed in acct timicc,whit 78.0, C -MP- s6w�ju, b. Methods orbracing shall be as described in 780 CMK 5011C Ll Tbealt,cmilte bracod wall panels da.c.ribW 0 780 CMR 560,2, ,10.6 shall algo be permitivii, c. When the dead load orthe roof/ociling excevils I 3psf. tiler tymcing nmciunis "I its Increased in mcoxinloost: with 780 CM 5301,12.4. Bruing ".uimd for a site's wind.spcod shall not * adjusle-4, 632 70 CMR - Svvointh Eifition V2310. (Weleldve 41 IV) Page 7 of 17 1�71!11111111111111111111111111111111 780 CMR.. STATE; BOARD OF BUILDING REGULATIONS ANDSTANDARDS DARD THE MASSACHUSETTS STATE BUILDING CODE approved non -rigid materials "II be permitted for cOmPORTIM with the teat feat horizontal ifte:block ng in walls tnnsftete d using parallel rows of studs or staggered studs Loc$e=lilt insulation material shall not be used .a lire block unla s specifically tested in the form and manner intended for use to demonstrate its ability to remain in place and to retard the spread of fire> and haft Via, 56112.8:1,1 tlaficVd. Fllaerglesse Unf`a cad. fiberglass. baEtt insulation used as Iit�bIo&ing shall All file entire cross section of the well cavitY to a minimum height of 16 inches (406 MM) measured vertically, when pjl Njq& conduit or similar obstructions rare encountetw, the insulation shall be packed Tightly aroundthe obstruction. SOU -1.2 lrireblocking Integrity. The inttgcity of all fIMblocks shall be maintaine il. x.51 Cripple Walls, Foundation cripple walls shall be rimmed of studs not less In sig that tilt studding .. 'When exuding four feet (1.219 affil) in height, sante walls shall be riattted of studs having the size mquitod for an additional stury: Cripple walls with a stuff height less than 14 inch (356 ntnt) shaall be sheathed on at least -one side with a Wood. straeeturaN pane t that is lr►stcnrci to both the top and bottom planes in accordance with 7$O CMR'Table 56013(l), orthecripplr wallasshr& be eonstrueted orstalid bl ki% Cripple walls shall be supported an continuous roundations $602.10 Wall Brdvfng. All exterior waft shall be braced in accorafance with 790 CM9 5601 In addition interior braced wall lines steal l be provided in accordance with 780 gillR 56612.101 1, l SM 10-1 grated WO hoes, placed weal I Nines shall consist of braced ;wall parcel construction methods in amr4ant with 7811CMl( 5602,10;3, The amount and location of bracing shall be in accaaaxiancr with 780 CMR `table 560110-L Braced gall panels shall begin no more than 12-5 fret (3811 tont) fMM each and of ft brwrd wall litre:, Braced wall panels that are counted its port of a braced will lime shall be in line; except that offsets out -of pla°ae ofup tea four feet (1219 ria) shall be permitted provided that the: total_ truMO-out dll"set dimension in any braced Fall' lute is not more than right feet (2438 mrn)r A designed collector 'hall be prtaweirltxl if the bracing begins IMre than 12 feet (3,638 mm) from each cad of a braced wall Iine; 5602:10.1.1 Spatdngp Spacing of braced wall lines: shall not exceed 35 tett 00,668 mm) oft tenter in bath the longitudinal and transvow directions in each story. Exception: Spacing of hraerd wall lines not. e°xe ding M feet shall be pertnitted whety L The wall bracing prrovided egvals:or ex tlstheamountotbrac nppt a red by 7 CMA Table 5602.101 multiplied by fnctoar equal to the braced wall line spacing divided by 35 fact. and 2. The length -to -width ratio for the oorlwall diaphroom dm riot exceed 3. 1. 5602 10-2 ++►t l�eaga SM 1121 cripple Wall #razing for Basic Mind S,preedra Cripple walls shalt be braced with an amount and typo, oflnacingas rr�oircd #`cer the wall above in accordance with 780 CMR Table 5602.10,6« 1l 2"1 Seixrroalr 19e�rr�€pprr� Not rapWicable for erre-and tris-Jamil,}+atn"ingsr 5602,1U).8'e4esignartion of Cripple Walls; Cripplewalls am permitted to be redesignated ; as the first starry wallss for purposes of determining wall bracing Maui rerttatnts. If the; e npiplea wails . are redesignated, the stories above The tedaignated story shall be counted as the second and third Mories respectively, S602.10.3 Ors d Wall Panel ConstrUClla t M tttltods, The bonstruction oftirtnodwali panels shall be in accordance with one or the following Teeth, 1 a Nominal oneAneh.by-fourrinch (25A mnt by 102 Terra) continuous diagonal braces let in to the top 'and bonom plates and the: imervening studs or approved afetal : strap devices installed in acoet±dance with the manufacturer's specifications. The, let4in. bracing shall bre placed at an fingle not More than tats degrees (1.06 ratrl) or. less than 45 degrees (039 rad) froth the horizontal, 1 Wood boards of:% inch (15.'9 nine) net tttittittttrttt tlaickracprplie+d tliagraraaflyrart studs vacetl 0 rna imum, of 24 inches (lt omli ). Ctiagonal boards shall beattachod to studs in thickness cat less than ata, inch (7P9 mm) for 16-mch 006 ism) shall spacing and not less 1 1101" than % inch (9.5 mm) for 24 -inch (610 Thele) stud spacing.. Wood structural panels; shall installed in accordance, with 780 CMR Table 4_ '.'i: (12,7 m)+or13PW- ach (69.8 mm) thick structural fiberboard sheathing applied vertically or horbmially on studs spaced as maximum of 16 inches (406 Tom) on reenter, StructuTal filittboattl sheathing shall be instal led in accordance with 78U MR Nembfe 52,31 l ) 5, Oypsum board with inmimum %.inch (12.7 mm) thicknm placed on shads speed .a o=. io,um of24 inches (6l b nam) ott etnter acrd fastesned at seven inches (178:tt in) on peliter with the size n4JU specifiedin 790 CNIR Table 630 780 CMR -'Seventh Edition 3121M7 (ITe+ctive pw) Page 8 of 17 780 CMR; STATE BOAKD OF BUILDING REGULATIONS AND STANDARDS 5601.10A L %gtb of Orated Panels, For 790 CMR 502.10.3 Methods :2.. 3,,4„ 6., 7, and ,, cult braced will panelshall be at least 48 inches (1219 mm) in length, covering a minimum of three, stud spaces where studs axe spaced 16 niches (406 mm) an cuter and covering a minimum of two stud spaces where studs are spared 24 niches (00 alta) on center,. For 780 CMR 5 2. 103 Method 5, each braced wall partel shall be at. least 96 inches (2439 mall in length where applied to one fAcc of bmeed wail Panel and at least 48 inches (1219 mM) where applied ata both 1"ackesa Exceptions; 1: Liengths or braced wall panels for continuous wood stnicharal pawl sheathing: shall be in accordance with 7$0 CMR ,5cu2.l 0,5. 2, Lengths of 01terfiliticbruced wall panels shall be in accordance with 780 CMR. 5602,10.5 Cont nuau:s Stutjurvj Panel Sheathing, 'VVlton Continuou's wow structural panel Sheathing is provided in accortfancc with 780 CMR: 5602, 10:3 Methad 3. on all sheathabla wens of extet°ior walla, and interior braced witI lints, where required, including artaas aboveattatl below openings. braced wall panel lengths shall be in accordance whit 780CMR Table 5602.103 Wood structural panel siteath ing shall be itastal'tetl at comem in accordance. ace. with 78o CMR Figum 5602-104, The bracing ar outim in 790 CMR. Table 5 a2,lt1,l for 790 CMR 5602.10 ' 3 Method 3 shall be permittee! to be multiplied bya factor of0,9 rot walls with amaximum opening height that does not exceed 3 afthe wall height or ar factor of illi fear walls with n Maxitttum opening Height that does not exceed 67 of the 5M.10A Alternate Braved lVall Panel;.. Alternate braced wall lines constructed' in accurdance with Carlo of the following provis errs shal I be permitted to replace each four feet f 121 mm) of braced wall panel as required b 780 CM k 5602.10.4: WALL CONSTRUCTION Wont- bttildtngs..each parraael shall have ;o length of not less than Iwo foC4 eight inches ( 813 outt i and a )Wight pf not more than ten feet (3049 ram), each panel shall be. sheathed an VW face with -inch mini nm- thickness (9-5 mm) wood stn cwml panel. slteaatltirtg nailed with lid ccrtttrtmctrt or, 841VIRlized. box nblis in accordance with 780 CtMi11 Table $60213(l) and blocked. at oil wood structum) panel sheathing edges Two anchor bolts installed In atc°cordance, with 780 CMR Figure 54031(l) shrill be provided in each panel, Anchor bolts shall be placed at pastel quarter paints, F.:aeh panel end stud shall have a tie -down device fastened to the foundation, capable of providing an uplift cafaityr of at feast I( p+tun+ (81,5 kg).:. The ti"uwn devic , shall be installed in taecaitdartue with tEtc trtanufacturer's rc�trrtcrt- dations. The anclsshall bcsu frpra 6t�ttll? on a foundation or on floor frhrning supported dimetly= on tt :faaundatibn which is continuous across the entire length ofthe braced wall lithe. This foundation shall be reinforced with not less than one Nod 4 bar toll and bottom. When the eontinuot a foundation is required ata have a afcptb gra ter than. 12 incites (y[ mm), e Minimum 12 irtchxby.12•inch (.105 tnanby305 mita) continuous footing or turned dawn slab edge is permitted at door openings 'in the braced wall lime, This continuous fooling or tarred dowel slab edge shall be reinforced with. not less than oft leo. 4 bar top and bonom This tclniorcemen! shall be lappa d 15 inches. (illi meet) with the miaromem nt rquired in the continuous fou dation located directly tinder the bmctd wail line, 1 In the first story of two-story buildings, each Wood d wall panel shall be in accordance with 70 CMK 5;602,1':0.6 Iters 1, except that the wood structural panel sheathing shall be provided on both faces, sheathing edge nailing spacing Mail not exceed four inches on center; at 1045t tltria anchor bolts shall be placed at'dr paints, and tic -down; device uplifi capacity shaall not be less that 1AW pounds (1360 kg.), 700iRTAOLF.56d2.ttt,5 t_t^_MCIT14 RVIItit R pup "r Q rim ou d.elvitiw �.i.f i 0A Wei VAW _. _.._. � ... �.__v.�_... ,.... ,«w s.,.+.rx..:.eu. m*.s.ww.eat+.wn1..eA41C•b+w4l'IIMS�..... MINIMUM LENGTH OF BRACED WAIA, PANEL NF7i1 Tai Fort: ateaiea ORAC90 WALL PAKEt. w•rdut «art 1t -foot watt tea=tv t n (% or "Af 1001ht) 4854 _ fin IUt*s► 32 tl 40 85 24 27 30 __ 65s' sur al, I t"Wit..,.'4_ 4 In"k r I= - qua Grana, i pnunax w squam time: •_. UV47#ttK1&. a. Linear interpetlation shall be pentimed, b, lift -bright tlimthod +trait WV11011s to cethcr side of pnRe opcoings that pa rt ligha Berrie rook only. with roof cot rrintg dead l mdt of 3 psror Irss shalt be pemtt ncd to have a4: t a$povtraiiu. 3a r{1 i (R( et live 41007) 780 CMR � Seventh Edition 633 Page 9 of 17 781CMW STATE. BOARD OF EtUILDIN .R O1.31.A`l'1f3NSANDSTANDARDS THE MASSACHUSETTS STATS BUILDING CODE 780 CMR nGVR $60210.5, 'TENOR C01KNE 1FRAI1NG 16 I kq At 114. 14 PH' R i I*k 1144 tW6 0q' Z*.*4.. Fo(Sl: t inch - 25.E tznrt'z, 5602,10.7 Panel Joino, All vertical joints of panel sheathingshalloccurovastu& Hod ontal joints frl braced waif punch shall occur over blocking of a minimum of I'/s inch (3 m thickness. Exc°mt%n: Blocking is not required behind horizontal ,joints when constructcd in accordance with 780 C1alR 5602.10,3 Method 3, braced -wall panel. construction and 780 CMR Table 5W2,10,1, Method 3 or where .: pemitited by the manufacturet's installation rq uIrements for the specific shedhi tg material, 02.111,13 Connections. Br ed wall panel sale plates shall be (iocacd to the fluor firtattning and top plates shall be connected to the framing above' in accordance with 780 CMR Table 56022 3( 1)0 Sills shall be fans ned to the foundation or slab in aecordanor with 710 CMR 5401 l .6 and 5602,11, whcrcjoists UM Perpendicular to the braced wall lines above, Mocking shall be provided hander and * 4 p� tr►f rrrrrnt ilrnterr . where a lsatitdin9.6 Ig<, or portion thereof, does not comply with one or room of the bracing rtqun°emcots in AW280 CMR 5602, those portions shall be designed and constructed in uccordance with accepted ensinetrittg practice. �tKt�s�raa:x �!/ K1VR4k. Pldt74'1. eg63MAttiC7lPd ` 7110 Ca"4'!Ifi MW STEEL WALL FRAMING 5603.1 General. Elementsshall be straight mod free oranny defects that would significantly afF`eet sante- tural perfannance, Cold -farmed steel w owl f'trtttning membem Shall comply with: ille;Mquirelticno o 7 0 CMR 5603, $603.1',1 Appf eabltlty Llmlic Theptovlsiort of 780 CMR $603 shall control the Cm tru ioo of exterior Steel wall imming OW interior load- beatfttg; sled wall t`tant ing for buildings 'not11 . I;rrtner than 60 fit (102135 Alltel) ul length perperiiliculr4r to tine juisttr truss s�aatt� tnat gr;:naer than 36 feet (10973 mm) in width parallel to the ;joist span or truss, And not gmater than two stgri+ in height Willi each stony not greater than tan feet (3040 mm) high- All exterior walls instal -:led in accordance with; the provisions of7SU CMA. 560.3 shall be considered as load-bearing walls, Steel wa11:3 Coftlnjcted itn UoCordgllcerWith the provisions of 780 CMR 560.3 shall be limited to silex subjected to a mmirnurn design wind speed . of 1 lis miles per hour Exposure A 8 or C and 4 maxi -mum mound snow load of 70 pounds per foot (135 kN/m), 513,.2 In-4tne 0mrrrtrtg. Load -beating. steel - stmis constructed in accordance with 780 CMR 3603:shall be located directly in=titre with Joists. Discs antinflem with a rtttximurn tolemce lir 1,114 inch: (1%1 ruin) between their center :lines, 634 in F 63x4 780 CMA -Seventh Edition VIX07 (Effective 4114Tj Page 10 of 17 Page 11 of 17 Page 12 of 17 a The LFTA UgM floor Tie Ao0or Is for nailed k3ww'irrns, MIITMIAL S" We MISW LFTA-a"Ift FT"impt;Oo S1roq=Tim VtW paint 10TALIA7I09:.Lls all spKft fasteieTs, See General Now, WOW$ tekgolrad On Ob oppash RA for MI loads, Oom 004W Puftchmera to IN JDIO dtfdnp lydtallai ioa;1lrese trams are ietll'requirad, OPTIONO• The slandard modal's dear spars of 17, WHI gommmoclate rap to a 12" foist. the out span of the FFA may be i rota ud with li correspondlnp Incraasa in ovffait jar4jh. COOS., See patio 12 Co* potence flay Cho& FTA 10 1=1 FM 4t1t1WIiltlao dpi'. L 1. AkrWWe IQr& MVM bW t11CteUtd last wW at oziAhgisaist louring wart no to tNkr tttr=# dlicaj"d, mduu wiNrt#oftr kgft vowmL, 2,40M 0M ft COW44 fidfor Out OTA, to eek Carpe MtloEt fw% Persio wow tss Ron l Y" r 3,11"i led . oA r $0, x y Wv, Sao P" 16.11 fpr cow n 1 Was erle T tend L $tmp'11" its vorafllge 131e1ty stapat See ArchWural Prouats 1#raop Ior elft el lilk is ap Tions With black pDW t"Uled paint. FIM: t`,anraninti "."Corrosion lnlort aSon, page 10-11,: CONS: Se» 04012 lot Code WOO OO Iley OW, FUL I. Tbh* epnrefctom fire W 1oA,ttd, 2.ball.lid sOAW#4.xW'1040>1011=g,l dls-xTkms. 10-11 lot Other'r irtt vVon, RMS WO MWM 1 monwiiidea' ►Roto m'&40it"&O �rrftd�r*W& 121211T 1212HL Fj SS 1'.12121HL.11116K,1212#1 go 161wt w to w WOW It pairs wo MOM troto m doubts s'hm A sft* W wHir at aNrc'O"r rs fm J=tMrt ff& 2 AdowWo am and eo a mWmum rt*Ab& th6ftss at 3W, s,121iM{i 161 OW Wft mme a ban ivattoa bum• Page 13 of 17 tnrdt111r11g11 p LFCA 1, �x 55L Total L. 11�ailtliiOA "1 p1181 Awa. 153 NBRROW Wflll BRRCIMfi WIiNOOi WHOM ;F fOR 051 IN H PotIY fNERINEO NOUJE �._: Number E4258 - June 2005 Tests show APSs Narmw mall Bt c*g Method (0 POrW-frOme 9n)CWTO PC&OTMS Wrflpambly to oisting code- pemWted bracing for residential stnwtuves when built on rigid foundations or raised wood floor awmblies, 54xtjon RW2,10.5 of the 2003 Wtcna tiorwl R4§dcn",Cxk (0 Pcm'ts 0 43 AsPeCt r4o 00-inc1 ll by 24-inchts wide) It namw wall segomts constnicted with no hold-dokm dlesimwhen the home 6 fully sheathed with wood struc- tutW panels and the namw wall sWncnt is, adjaccnt to a limiter height window. More than 25 full -sem e cyclic tests in,tvvo phases dc'monstrated, that A?Ws & I aspect ratio, portal franx d&p pc6med comly to the IRCs P"ons, lbt fim Phase of testing on APWs Narrow Will Bracing Method "uaW, WWI gswmblies Connected to riod founda_ tions, thmfore lifWang d6ois to installation on tigid foundations (TahmW Thpim 1"v Q4Brajor l., -- and Two-Stary Homes, TU77), 17he its showed the 6:1 asNct-rado (c 06 -inches tall by 16 -inches wide) poral fnime desigri Performed appmdmately eqtW to or batrr dun the IRC -permitted 43 sent (APA, 003). This COMPOVOW testing was the basis for at successfal code change propow OMI 78-03/04) to the 2003 Ike` in Section R602.10,5.ps,codnedin the 2004Supplem.ntto the 1nwrn"oTj.al.Cddes ACC.2D(X), `The second phase of testing on ADVs Harm w %%H Bracing Method, completed in sununer 2004, evaluated. its petformance on raised Door assemblim Test mulls," showtd the 6.1 aspectratio portal -(mate wig perfxmW aFPfUx- imatCly r4ual to or better Than die IRC 4-, 1 aspect -ratio wall sepent. when both am built on a raiscd-floor assscm . bly (ANN, 20041, APA has propmd "C changes to the 2003 1lZC in the 2004-05 codc-d"c development, cycle based on -theme test-,. The Arra td code changes and the matching mcommendations herein am intended to teplace prWous APA code changes frow Phase I tests of the NawwWAI Bracing Method, This pwposai would change the cuncm IRC limimnons (Seismic Design Cart plies A -C, rim of twee storics,and. Wows only), maki% themethod witistent -wide ]PC sections R602,10,1, R602,105 aid IRC Table RW2J0J for instal- laftons on both ngid foundatio M -ind:rj&d wxW floors. APA Proposes The (killowing limitations when using the 61 aspect r2do AAA Narrow Will Bracing Metho& x Rzqutrenients of WC Seth an R602,10-5 apply O.C, fully sheashed WW6, corner details, as spedfled, etc.,), 4 Wl siegments are built in o0curdaner- with Figured, 2 and I ,a For puqxy-,es of meeting the bradag mquimments of Table. 8602-10-1. wall segments constructed in mbvdancc with IRC section P402. 10.3and Flgure5 1, 2 " 3 maybe considered Mcthod-3 bractn& In addi000,: cite width of the �APter au+ist�titA Page 14 of 17 Vatim l stgrn nt Of the APA N %11 -n Method is perrnit W to be considmd as eq W to its '!t utsu ividrh muldphed by 1.5. rw mmple, a 16-il h do wrtwjn sWnent comtnovo per i=t ares i,, 2 and 3 can becounted ss 24 Inches. 'rhe amount o1 bracing regtrirecl for mnain stories, wired spm and rt11r Design Categoties air w Iyen in 1R Table 8,602.10.1 z PAS Vic LangtryAwx-wKitatt, Taez ta, €rt ;-ft . APA -- wTr4 WOOd &Wtis , Tema, WA, ICC. W . Sup, e trent to tete )ntmalii l codO, Interl tl#anal: CO& COUncil, COUntly Chale Hi11s; i; Max, t Fust" Ovathirip tteaartar w 1tA C�?>14 ttd etsnumam nai l in 3* pred + nu h ' ptfllem as shown and T 04, in f al�� pelt arming (studs and sAli) tis, A601 OW tb t iler ht track std strap $.Rft bath sales of 000ing Onsf al an brxksWe as st e n an SWO E4v0ien, Rat No, LSTA241 k Win, (2) U4 Wand wall It Perot tdptkce is oft&d 0 shalt NOUr"T11 130 s i Octufwithi€v?4'trtrrid-height, RWI.tt.;5 �tackrrrp is Mw regcri*r wc#Ih eras: i t3ra: of tte hta wixttk� retia: fcsp jack duds *warnp7fe;16' min, tar 6' ha;* moP2211& Win, 2 AIN&I Vii" plan ,+ram Am bar bels per R403,14 Typ Page 15 of 17 Noll to,tcala tP + e� nalh in 2 Tom. 03"oc; S 100(.�0 #b� yho�od�er.r= � on both Wesof a L. Page 15 of 17 Noll to,tcala R tONSTRUCUON DETAILS FOR THE APA NARROW WAU 11RACINO METHOD WOHOUT HOLD -co NS OVER RAISED WOOD nmit Olt SECOND FLOOR - fRANJNG ANCjHoR OrTION(o) - — ------- _-.V........... ou" El ion Froffslov owkh*m i"oand Ot iho afthoe —774 -- Nail 0040 pkdo io jaht, 60rr so6le 2131t) .Appp Page 16 of 17 Nail 506 pble * 16st ZPI bi1 2, ,3(t) til to scala we hove 4w r I in - i many MOW U c+tsus and to Ctanado *itis ptasvRer gcreatiarAPA a t€ed prrastudL fxae ad t: see 6a *iAV wow an: F APA , THE ENGINV ASE I WOOD A$s0cfAtION 7011 so I ft, st waowvan 98446 7� 1 565.66.04 • iama 125315655-72.65. IlMdri PIN, „ t253$ 620=74{1i? E.mor1 Ate; ir4p��.} Vt'Sx.Y All€ fhe inlor¢t ow" €anta*otd hetrmin a bad on APA m- Th# En(ptm*r*d Wla*d As e a6m*1 rea tinardna pMpsmtne of loboraharp tiyri11"ng. p!ad+ reed amd compre4m, iwbars :rtoice as * rratrri, sed pr frapiasf. dr aasarr»rt arty taglphililp or raspcsnubifefp dx�r 9dt arae. ngpicvt of,. andA w mfervo to *Wilma ffinctibvi, con. sfiar�aaae, nv ncaar+nw+ssfat�srtt inttud� iry. this pvbtkotPemr. Consult Vow 60" or des"p+mfarac&awad srs as�a�rvs torr+tatr« Once *fir 4;ode» C�Dnstt+ttifin�+., and pa fbo-00 o rertarirsra efft� becovW APA hati ars tmrrrroJ ca*ar+ qqa i"�g of wct+lrrstan�tlrq pr th+r aa+rdil%Ite aandrrwdcb 0#44newo dwood prarka�e ars u 0 conow accrp# r+s9rpotW b+* taw peoduet pwformamo or joins as, as oudee June 2005,+4tii4 s Page 17 of 17 11L u a REVISIONS JOB NO= 5 5/31/09 GMK- 15 G 2 5/05/09 FINAL DAT": 4/13/09 _ 3 5/11/09 UFA`N BY: L. MELVIN 415/20/09 sem. AS NOTED cuorr: MONTECALVO ADDITION GG SETTLERS RIDGE ROAD - NORTH ANDOVER, MA sHQr TRIL These drawings were prepared by G.M. Roth Design Remodeling, Inc.for the use of G.M. Roth Design remodeling , Inc. employees and subcontractors. Anyone using these drawings should field verify all existing conditions, dimensions, and conformity to local and state buildmg codes and the adequacy of these drawngs. G.M. Roth Design Remodeling, Inc. disclaims any responsibility for any and all problems which arise from the use of these drawngs by anyone other than employees rt subcontractors of G.M. Roth Design Remodeling, Inc. ;"0A C� DESIGN REMODELING Dreams Delivered. 12 MURPHY DRIVE - NASHUA, NH 03062 (603) 880-3761 FAX: (603) 880-8991 D D D D➢ D D Z rn �T)ul O n O D rn O n O 7u o zrnz y "- = 7 ��ni C rn 0zM r —� z O 70 —i zzz r Zz rn cn rn rn D➢ D D D Drn= 6 rn y03 rn Fnrn D rn K -1 0O Z >D '0 D7 C �➢� 07 CA rn r z rn rn z C> C> rn —i rn �Nrn �°rnz � —1 70 (S) rn G r- , � --i'0 z r Z -� r i11 -o z z a REVISIONS JOB NO= 5 5/31/09 GMK- 15 G 2 5/05/09 FINAL DAT": 4/13/09 _ 3 5/11/09 UFA`N BY: L. MELVIN 415/20/09 sem. AS NOTED cuorr: MONTECALVO ADDITION GG SETTLERS RIDGE ROAD - NORTH ANDOVER, MA sHQr TRIL These drawings were prepared by G.M. Roth Design Remodeling, Inc.for the use of G.M. Roth Design remodeling , Inc. employees and subcontractors. Anyone using these drawings should field verify all existing conditions, dimensions, and conformity to local and state buildmg codes and the adequacy of these drawngs. G.M. Roth Design Remodeling, Inc. disclaims any responsibility for any and all problems which arise from the use of these drawngs by anyone other than employees rt subcontractors of G.M. Roth Design Remodeling, Inc. ;"0A C� DESIGN REMODELING Dreams Delivered. 12 MURPHY DRIVE - NASHUA, NH 03062 (603) 880-3761 FAX: (603) 880-8991 r rn -n D rn rn rn C O z T --i U) 0 rn rn r- rn O z A REVISIONS JOB NO: 5 5/31/09 GMR 156 2 5/05/09 FINAL °Aim 4/13/09 _ 3 5/11/09 DRAW„ BY. L. MELVIN 4 5/20/09 5CALE, AS NOTED 70 rn 70 rn rn O z p � , CNPM: MONTECALVO ADDITION GG SETTLERS RIDGE ROAD - NORTH ANDOVER, MA 5HEU TRLF: EXTERIOR ELEVATIONS These drawings were prepared by G.M. Roth Design Remodeling, Inc.for the use of G.M. Roth Cesign remodeling , Inc. employees and subcontractors. Anyone using these drawings should field verify all existing conditions, dimensions, and conformity to local and state building codes and the adequacy of these drawings. G.M. Roth Design Remodeling, Inc. disclaims any responsibility for any and all problems which arise from the use of these drawings by anyone other than employees * subcontractors of G.M. Roth Cesign Remodeling, Inc. DESIGN REMODELING Dreams Delivered. 12 MURPHY DRIVE - NASHUA, NH 03062 (603) 880-3761 FAX: (603) 880-8991 -U rn 70�� D � Z O p O r ➢ z p � p rn D D p 0 D O N � D r N Z r— O z 70 � rrin 70 z ^Z G? ,T , Q W N 7 Z 0 �rna�o D D o D 0��.. _ z � rn \ 2 0--i N z r x 03— 70ornn003 rn % \ QNO� rI-TI m rn=D o� 0 = C 03Q'i_ _ Nz0_O �070Z C Z (J) (7) 0 w rn C � O D rrnn Ei rn O�z° 0 rn w � O 0 z O rn L N a] Z O Orn rn <� 00rn N ;-, 70 n '- 3 JOB NO: REVI510N5 5 5/31/09 GMK- 156 2 5/05/09 FINAL onre. 4/13/09 3 5/11/09 DRAWN BY: L. MELVIN 4 1 5/20/09 WA« A5 NOTED cuarr: MONTECALVO ADDITION GG SETTLERS RIDGE ROAD - NORTH ANDOVER, MA 5MM TLE: MAIN FLOOR PIAN pE10 N i nese arawtngs were prepared W L.M. Kom vesign Kemoaeung, Inc.for the use of G.M. Roth Cesign remodeling , Inc. employees and subcontractors. Anyone using these drawings should field verify all existing conditions, dimensions, and conformity to local and state building codes and the adequacy of these drawmgs. G.M. Roth Design Remodeling, Inc. disclaims any responsibility for any and all problems which arise from the use of these drawings by anyone other than employees * subcontractors of G.M. Roth Cesign Remodeling, Inc. DESIGN REMODELING Dreams Delivered. 12 MURPHY DRIVE - NASHUA, NH 03062 (603)880-3761 FAX: (603) 880-8991 DOOrn >rniQ a 0,0 rn z 0 O>O 70 rnrn �o c rn rn cuarr: MONTECALVO ADDITION GG SETTLERS RIDGE ROAD - NORTH ANDOVER, MA 5MM TLE: MAIN FLOOR PIAN pE10 N i nese arawtngs were prepared W L.M. Kom vesign Kemoaeung, Inc.for the use of G.M. Roth Cesign remodeling , Inc. employees and subcontractors. Anyone using these drawings should field verify all existing conditions, dimensions, and conformity to local and state building codes and the adequacy of these drawmgs. G.M. Roth Design Remodeling, Inc. disclaims any responsibility for any and all problems which arise from the use of these drawings by anyone other than employees * subcontractors of G.M. Roth Cesign Remodeling, Inc. DESIGN REMODELING Dreams Delivered. 12 MURPHY DRIVE - NASHUA, NH 03062 (603)880-3761 FAX: (603) 880-8991 rn u5>- rn�-11 C z rn 76(1)70 __,> Opp D co p I D z p � p ni p O rn rn D 0 � � D N Z r O G> z 70D rn n 70 Z z G) G) N -Z o� 0 y —n „ zoo F O 5/05/09 FINAL 3 C ao 5/20/09 Z �� II 6�O N 0 �O70 Z D N>1 o 0 .0 70 -4Z D O rn @ 16' 0. C. 0 D r Z Z S N Z g D t REVI5101\15 5 5/31/09 2 5/05/09 FINAL 3 5/11/09 4 5/20/09 J015 N« GMR- ! 5G DAM 4/13/09 - DRAW" M. L. MELVIN 5CAM A5 NOTED L Z1< -41_u OOrn0z Zc70 z rn rn y�r�rn �O>�O z ro c sn z O�rny ... CQ --OIL - -------------- ,00•:rt/ .o❖:/I/ 000•/'/ '....;.0 / -u ;-a - -u (),3-006 Q .to /0 • • • �' • i❖:�/ • • � 0'•i ill/ • • � N '1 • • •„// •,zn . ltl • i❖:•:/�/ 1 • • ' • ���...•/I� • �. • " • • ,•�•�•�rl/ , '••••••/� • �� • �... ...f/ ' Z CZ •„:'lfel / • • ' • ii❖ � •••// �•O�.•O�i% 1 • • • • ,...t ��❖.�fl/ • • • :•�.�i 0,l/ ' • • • ,,.• ,... ii:•e'f� • • ' • , • ', '•••••• f i:❖ :Itl' • rn ,.•❖•Itl ... l / r,.♦ t : • �..• t ,py.;I l • • •' • O.C. PROVIDE HANGER AT 00 ❖.//J015T5 WTH a •- '.'...tlt/ DUCTWORK) �❖.•art/ -------------------- OOii:000•PO�O•i0 i•OOOi•Oi•Oiii•OOOi•00�•i0•Oi0•i•�O•ii•�•ii 00,0•ii0•iiii•� n 70 71 70 Z 0 a < z Dern E: K> 70 N 70 D z -Di 0 a O z m w N m W w Q A 3Q 'a' 6 3Q'a'OD�o00 zN�D O Z 0 �000� �70z� r✓'760 D LO 7, zrn-a 03�rn g�0 0 0 rn 0 0 N —moi rn 14'-0' 8'-9' cufw: MONTECALVO ADDITION GG SETTLERS RIDGE ROAD - NORTH ANDOVER, MA snrxr tm.e: FOUNDATION PLAN -11 uo>-u O➢za30 z0�p 0 En Z�°Or Or -no DOr�> D z O Ihese IU G.M. Roth Design Remodeling, Inc.for the use of G.M. Roth Cesign remodeling, Inc. employees and subcontractors. Anyone usmg these drawings should field verify all existmg conditions, dimensions, and conformity to local and state bwlding codes and the adequacy of these drawings. G.M. Roth Design Remodeling, Inc. disclaims any responsibility for any and all problems which arise from the use of these drawings by anyone other than employees t subcontractors of G.M. Roth Cesign Remodeling, Inc. r DESIGN REMODELING Drew w Delivered. 12 MURPHY DRIVE - NASHUA, NH 03062 (603) 880-3761 FAX: (603) 880-8991 o>C)Z I W z < x zi '70 6�O N �O70 Z rn N>1 0 .0 -4Z rn� O7O n 2x8 P.T. DECK J015T5 @ 16' 0. C. 8'-9' cufw: MONTECALVO ADDITION GG SETTLERS RIDGE ROAD - NORTH ANDOVER, MA snrxr tm.e: FOUNDATION PLAN -11 uo>-u O➢za30 z0�p 0 En Z�°Or Or -no DOr�> D z O Ihese IU G.M. Roth Design Remodeling, Inc.for the use of G.M. Roth Cesign remodeling, Inc. employees and subcontractors. Anyone usmg these drawings should field verify all existmg conditions, dimensions, and conformity to local and state bwlding codes and the adequacy of these drawings. G.M. Roth Design Remodeling, Inc. disclaims any responsibility for any and all problems which arise from the use of these drawings by anyone other than employees t subcontractors of G.M. Roth Cesign Remodeling, Inc. r DESIGN REMODELING Drew w Delivered. 12 MURPHY DRIVE - NASHUA, NH 03062 (603) 880-3761 FAX: (603) 880-8991 n n D � O () li (J) o (n rn O z 11 JOB NO: REVISIONS 5 5/31/09 GMK- 156 2 5/05/09 FINAL OAT[: 4/13/09 _ DRAWN M. 3 5/11/09 L. MELVIN 4 5/20/09 5ME: AS NOTED CUOU: MONTECALVO ADDITION 66 SETTLERS RIDGE ROAD - NORTH ANDOVER, MA 9nfPr TRIL CIZ055 SECTION "A" 1 V � D z Q -i " -n N X O rn 5)o -n D DD O = D n fG) zrn rn s 79 z Z o D � Z q 8 T These drawmgs were prepared by G.M. Roth Design Remodeling, Inc.for the use of G.M. Roth Design remodeling , Inc. employees and subcontractors. Anyone using these drawings should field verify all existing conditions, dimensions, and conformity to local and state buildinq codes and the adequacy of these drawmgs. G.M. Roth Design Remodelmq, Inc. disclaims any responsibility for any and all problems which arise from the use of these drawmgs by anyone other than empfoyees t subcontractors of G.M. Roth Design Remodeling, Inc. Q46 �cw DESIGN REMODELING Dreams Delivered. 12 MURPHY DRIVE - NASHUA, NH 03062 (603) 880-3761 FAX: (603) 880-8991 I COMiyON� U)Cq l O G7 p7 "tr , C' rr' o O 4 -n These drawings were prepared by G.M. Roth Design Remodeling, O Z i' C C) -1 Inc.for the use of G.M. Roth Design remodeling , Inc. employees •�: v'Si�m .A rnC-) v and subcontractors. Anyone using these drawings should field — v� n�5 verify all existing conditions, dimensions, and conformity to local and state building codes and the adequacy of these drawmgs. G.M. Roth Design Remodeling, Inc. disclaims any responsibility for any and all problems which arise from the use of these drawings by anyone other than employees t subcontractors of G.M. Roth Design Remodeling, Inc. i JOB No: CUM: a RevlsloNs MONTECALVO ADDITION GMR— 15G ���C D 5 5/31/09 GG 5ETTLER5 RIDGE ROAD - NORTH ANDOVER, MA _ 2 5/05/09 FINAL ' DESIGN REMODELING 4113/09 SHPT TITLE: Drea»u Delivered. vRnwN 5y--3 5/11/09 L. MELVIN FLOOD FRAM I NG PLANS 12 MURPHY DRIVE - NASHUA, NH 03062 4 5/20/09 AS NOTED (603) 880-3761 FAX: (603) 880-8991 2-2x10 JOIST • i N N > _U D Fn !� z rn -R? 0/ II � rn p II O _ 17— >" 0 0--�1- �Z • O O O N 70 90 Z-7 KDNO ao �rn •' -n p 0? p IU U EOz prn DD N X Z>Q Z D O o0 �_� �D N= _� z z DC7 rn DC` 0 Lp G) � p• qN 0 mo -U N< z O� O [� _Uz Z rn p rn (� 0 D z z rn i�<li, rnN li 2-2x 10 JOIST WOM C I I � -U U D -I Ozrn IIE Cn 70 � D � Opo D �Dz pN D D • >> 0 O A 0 I COMiyON� U)Cq l O G7 p7 "tr , C' rr' o O 4 -n These drawings were prepared by G.M. Roth Design Remodeling, O Z i' C C) -1 Inc.for the use of G.M. Roth Design remodeling , Inc. employees •�: v'Si�m .A rnC-) v and subcontractors. Anyone using these drawings should field — v� n�5 verify all existing conditions, dimensions, and conformity to local and state building codes and the adequacy of these drawmgs. G.M. Roth Design Remodeling, Inc. disclaims any responsibility for any and all problems which arise from the use of these drawings by anyone other than employees t subcontractors of G.M. Roth Design Remodeling, Inc. i JOB No: CUM: a RevlsloNs MONTECALVO ADDITION GMR— 15G ���C D 5 5/31/09 GG 5ETTLER5 RIDGE ROAD - NORTH ANDOVER, MA _ 2 5/05/09 FINAL ' DESIGN REMODELING 4113/09 SHPT TITLE: Drea»u Delivered. vRnwN 5y--3 5/11/09 L. MELVIN FLOOD FRAM I NG PLANS 12 MURPHY DRIVE - NASHUA, NH 03062 4 5/20/09 AS NOTED (603) 880-3761 FAX: (603) 880-8991 • 0/ V i+i!l�/ • •' OaV !Oaf • / 0101100 % i�<li, li WOM I • I COMiyON� U)Cq l O G7 p7 "tr , C' rr' o O 4 -n These drawings were prepared by G.M. Roth Design Remodeling, O Z i' C C) -1 Inc.for the use of G.M. Roth Design remodeling , Inc. employees •�: v'Si�m .A rnC-) v and subcontractors. Anyone using these drawings should field — v� n�5 verify all existing conditions, dimensions, and conformity to local and state building codes and the adequacy of these drawmgs. G.M. Roth Design Remodeling, Inc. disclaims any responsibility for any and all problems which arise from the use of these drawings by anyone other than employees t subcontractors of G.M. Roth Design Remodeling, Inc. i JOB No: CUM: a RevlsloNs MONTECALVO ADDITION GMR— 15G ���C D 5 5/31/09 GG 5ETTLER5 RIDGE ROAD - NORTH ANDOVER, MA _ 2 5/05/09 FINAL ' DESIGN REMODELING 4113/09 SHPT TITLE: Drea»u Delivered. vRnwN 5y--3 5/11/09 L. MELVIN FLOOD FRAM I NG PLANS 12 MURPHY DRIVE - NASHUA, NH 03062 4 5/20/09 AS NOTED (603) 880-3761 FAX: (603) 880-8991 REVI5ION5 JOB NO: 5 5/31/09 GM R— 15 6 n� 2 5/05/09 FINAL DATe 4/13/09 �J 3 5/11/09 D"WN BY L. MI=.VIN 4 5/20/09 sem. AS NOTED CWNT: MONTECALVO ADDITION GG SETTLERS RIDGE ROAD - NORTH ANDOVER, MA sNEF TmE ROOF FRAMING PLAN These drawings were prepared by G.M. Roth Design Remodeling, Inc.for the use of G.M. Roth Design remodeling , Inc. employees and subcontractors. Anyone using these drawings should field verify all exwstmg conditions, dimensions, and conformity to local and state building codes and the adequacy of these drawings. G.M. Roth Design Remodeling, Inc. disclaims any responsibility for any and all problems which arise from the use of these drawings by anyone other than employees t subcontractors of G.M. Roth Design Remodeling, Inc. g,06��or* DESIGN REMODELING Dreams Deliverer. 12 MURPHY DRIVE - NASHUA, NH 03062 (603)880-3761 FAX: (603) 880-8991 o z U �� rn -d C!1 r -n 0 z rnr = z = �O o O n 70 O O Z rn zn O m r 70 70 O rrn N p V rn z = U) r9n rnrn() N>.. �D rn Oz n �5< ren r -n 00 O� 70 z 1-13N --i rn z Q z rn rn z O rn N rn O 70 D r r I D �n CLIENT: MONTECALVO ADDITION GG 5EfTLER5 RIDGE ROAD - NORTH ANDOVER, MA 5MC T TRU.'; WALL BRACING PLANS These drawings were prepared by G.M. Roth Design Remodeling, Inc.for the use of G.M. Roth Design remodeling , Inc. employees and subcontractors. Anyone using these drawings should field verify all existing conditions, dimensions, and conformity to local and state buildmg codes and the adequacy of these drawmgs. G.M. Roth Design Remodehng, Inc. disclaims any responsibility for any and all problems which arise from the use of these drawings by anyone other than employees $ subcontractors of G.M. Roth Design Remodeling, Inc. DESIGN REMODELING Dreams Delivered. 12 MURPHY DRIVE - NASHUA, NH 03062 (603) 880-3761 FAX: (603) 880-8991 REVISIONS Job NO: GMP,- 15 6 5 5/3 I /09 1 2 5/05/09 FINAL 4/13/09 3 5/11/09 °AWN L. MELVIN ��4 5/20/09 SCALE: AS NOTED CLIENT: MONTECALVO ADDITION GG 5EfTLER5 RIDGE ROAD - NORTH ANDOVER, MA 5MC T TRU.'; WALL BRACING PLANS These drawings were prepared by G.M. Roth Design Remodeling, Inc.for the use of G.M. Roth Design remodeling , Inc. employees and subcontractors. Anyone using these drawings should field verify all existing conditions, dimensions, and conformity to local and state buildmg codes and the adequacy of these drawmgs. G.M. Roth Design Remodehng, Inc. disclaims any responsibility for any and all problems which arise from the use of these drawings by anyone other than employees $ subcontractors of G.M. Roth Design Remodeling, Inc. DESIGN REMODELING Dreams Delivered. 12 MURPHY DRIVE - NASHUA, NH 03062 (603) 880-3761 FAX: (603) 880-8991 \\ / A. / § At ! (. - ; ` ; § ! ; p 41- 1` \} > § \■�| � m e§ _- !!/N2 f} < \ - � \| |� A _ . s ` \ Ee; (§\ ! ) ; ® �.% � \ /{ \ § j>m| ! 7 / f§§§ \\,oj ) § ;e?2 m §0z' M �. §\r )'rim ( A9 |; §�]!; \) 2� I� §9\ \ E U a / \\ 1, ; \ a GO % . �$¥@ r- CD 0 . ~ k/S� If z m - a�a_ «-rreJ&&¥Potnvygma9, Inc.for the use «G. Rothe 7 _odA,,Inc. eAyee-, f ƒand mw_racsa Anyone _erg a _«sho a Ra _& all exi5e!conditions, dim__,a conformity elocal and G.M. Si �� mR� G,codes � adequacy of ea _� SRothD 7Pern _hmj ,Inc. disclaims any responsibility for any and ate,_ which arisewm the _¥ these drawin,35 by __ A« than mm«ee-,«subcontractors a&E HBc 2 Rmaelin +Inc. , RwaoN5 JOB NO: GMR- |5 G CUNT: MONTECALVO ADDITION § 5/31/09 ■��� � GG 5�L � q DGEROAD-NOK H ANDOVER MA 2 5/05/09nNA ° 4/13/05 _ DESIGN RODE NG ©-»_m &em¥ 3 $!1% e ���� WALL BRACING DETAIL-912MU� DRIVE -� S u,NH 2062 4 5/20/09Nol $Oam$a71FAX: (03)88$89$ m a REVISIONS 5 5/31/09 I 2 5/05/09 FINAL 3 5/11/09 4 5/20/09 JOB NO: CUPM: GMR- 15G MONTECALVO ADDITION OAM 6G 5EfTLER5 RIDGE ROAD - NORTH ANDOVER, MA 4/13/09 r11Tn� ORA" BY: L. MELVIN EXISTING MAIN LEVEL PLAN AS NOTED These drawings were prepared by G.M. Roth Design Remodeling, Inc.for the use of G.M. Roth Cesiqn remodeling , Inc. employees and subcontractors. Anyone using these drawings should field verify all existing conditions, dimensions, and conformity to local and state building codes and the adequacy of these drawings. G.M. Roth Design Remodeling, Inc. disclaims any responsibility for any and all problems which arise from the use of these drawmgs by anyone other than employees t subcontractors of G.M. Roth Cesign Remodelmq, Inc. DESIGN REMODELING Dreams Delivered. 12 MURPHY DRIVE - NASHUA, NH 03062 (603) 880-3761 FAX: (603) 880-8991 n D �n 9 a REVISIONoBNa S D 5 5/31/09 GM R- 15 G 2 5/05/09 FINAL DATE: 4/13/09 _ 3 5/ I I /09 DMIAM BY. L. MELVIN 415/20/09 sem. AS NOTED CUM MONTECALVO ADDITION GG SETTLERS RIDGE ROAD — NORTH ANDOVER, MA MEET TITLE: EXISTING UPPER LEVEL PLAN These drawings were prepared by G.M. Roth Design Remodelmg, Inc.for the use of G.M. Roth Design remodeling , Inc. employees and subcontractors. Anyone using these drawings should field verify all existing conditions, dimensions, and conformity to local and state buildmg codes and the adequacy of these drawings. G.M. Roth Design Remodeling, Inc. disclaims any responsbility for any and all problems which arise from the use of these drawings by anyone other than employees $ subcontractors of G.M. Roth Design Remodel mg, Inc. 04 M 4'Ro r X0 . DESIGN REMODELING Dreams Delivered. 12 MURPHY DRIVE - NASHUA, NH 03062 (603) 880-3761 FAX: (603) 880-8991 I �D -n Q �0 rn �D zz ren c rn Q 4 z D z r- rn rn Q FTI K O z N REVISIONS 0 5 5/31/09 2 5/05/09 FINAL 3 5/11/09 4 5/20/09 D (J) z r- 00 a] M1 70 00 Ka] rnrn n 70 �Pz rnp Orn �o my zz zo G� D r D G� rn D Dz <a Dp rn D�Z: 003 0 rn rnrn z� z0 G� < rnrn D �u rn z JOB NO: cumr: GMK- 15G MONTECALVO ADDITION DATE: GG SETTLERS RIDGE ROAD - NORTH ANDOVER, MA 4/13/09 5MFYT TmE: ORA" BY: L. MELVIN DEMO PLANS AS NOTED These drawings were prepared by G.M. Roth Design Remodeling, Inc.for the use of G.M. Roth Design remodeling , Inc. employees and subcontractors. Anyone using these drawmg5 should field verify all existmg conditions, dimensions, and conformity to local and state building codes and the adequacy of these drawings. G.M. Roth Design Remodelmg, Inc. disclaims any responsibility for any and all problems which arise from the use of these drawings by anyone other than employees t subcontractors of G.M. Roth Design Remodeling, Inc. g"6A/'40"xpar Ke DESIGN REMODELING Drea»zs Delivered. 12 MURPHY DRIVE - NASHUA, NH 03062 (603) 880-3761 FAX: (603) 880-8991 � C rn —U rn 70 '- 0 rn D - < rn 0 r rn rn rn 0 O rn O D Z N REVISIONS 0 5 5/31/09 2 5/05/09 FINAL 3 5/11/09 4 5/20/09 D (J) z r- 00 a] M1 70 00 Ka] rnrn n 70 �Pz rnp Orn �o my zz zo G� D r D G� rn D Dz <a Dp rn D�Z: 003 0 rn rnrn z� z0 G� < rnrn D �u rn z JOB NO: cumr: GMK- 15G MONTECALVO ADDITION DATE: GG SETTLERS RIDGE ROAD - NORTH ANDOVER, MA 4/13/09 5MFYT TmE: ORA" BY: L. MELVIN DEMO PLANS AS NOTED These drawings were prepared by G.M. Roth Design Remodeling, Inc.for the use of G.M. Roth Design remodeling , Inc. employees and subcontractors. Anyone using these drawmg5 should field verify all existmg conditions, dimensions, and conformity to local and state building codes and the adequacy of these drawings. G.M. Roth Design Remodelmg, Inc. disclaims any responsibility for any and all problems which arise from the use of these drawings by anyone other than employees t subcontractors of G.M. Roth Design Remodeling, Inc. g"6A/'40"xpar Ke DESIGN REMODELING Drea»zs Delivered. 12 MURPHY DRIVE - NASHUA, NH 03062 (603) 880-3761 FAX: (603) 880-8991 d � C -0 rn `d rn I. 70 -n Q r - O O /70 rn r rn C� n r Z REVISIONS f'il a I 5 5/31/09 2 5/05/09 FINAL 3 5/11/09 4 5/20/09 Joe No: oNINT: GMR- 15G MONTECALVO ADDITION DAR: G6 5ETTLER5 RIDGE ROAD - NORTH ANDOVER, MA 4/13/09 gneer,n. DRAVM Or, sem: L. MELVIN ELECTRICAL PLAN5 AS NOTED These drawings were prepared by G.M. Roth Design Remodeling, Inc.for the use of G.M. Roth Design remodeling , Inc. employees and subcontractors. Anyone using these drawings should field veniy all existing conditions, dimensions, and conformity to local and state building codes and the adequacy of these drawings. G.M. Roth Design Remodeling, Inc, disclaims any responsibility for any and all problems which arise from the use of these drawings by anyone other than employees $ subcontractors of G.M. Roth Cesign Remodeling, Inc. o:A/,*'Ror* DESIGN REMODELING Dreams Delivered 12 MURPHY DRIVE - NASHUA, NH 03062 (603)880-3761 FAX: (603) 880-8991 z� 00 �oO rn \ i � J > o ce Z d D W �j C1`Q U Q C i o W p 0 C Z N U) 00 oo rn m a : (7 ~ >w' E Z Z O !" c c, d !,p o U V F- rn Y 4rp Lu yO �t . . , tLLI CN W nf0` v) `L' � J U o (moo � _o ( W m 00 � } z =g= Q LL LO LO O z p 0 U) U o 0 N 0 o 0 O (D CO C .0 j M L :.L X aLU+ . a+ 0 �� Z m W 'm O J z Q -- g Y o j Y Z W W — U) (/)LL Lij U Z Q H ! I M J M �O 'O k y, v o ce Z U o �j C1`Q U Q 0 cc Z (D N N en W rn m a : (7 >w' c O c c, d !,p Y 4rp Lu yO �t . . , tLLI CN W nf0` v) `L' 0 > o _ W m 00 � } z =g= Q cc The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 t� `i www.ntass.gov/dia . Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: City/State/Zip: Phone #:'�— pu an employer? Check the appropriate box: Are y I.Erf am a employer with ZD 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub -contractors 2. ❑ 1 am a sole proprietor or partner- listed on. the attached sheet. # ship and. have no employees These sub -contractors have working for me in any capacity. workers' comp. insurance. [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 3. E3 I am a homeowner doing all work right of exemption per MGL myself. [No workers' comp. c. 152, § 1(4), and we have no insurance required.] t .employees. [No workers' comp. insurance required.] Type of project (required): 6. ❑ New construction 7. ❑ Remodeling 8. [f Demolition. 9. �uilding addition 10. ❑ Electrical repairs or additions I I.(] Plumbing repairs or additions 12.0 Roof repairs 13.❑ Other *Any applicant that checks bo)t # l 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 their workers' comp. policy information. I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy # or Self -ins. Lic. #: (AJC_ Si _7 31 � 9 Expiration Date: ©1 Dr Job Site Address: 6 VIV, "\Y to fit City/State/Zip: �f Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required. under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of 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. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby cCrtify under pains and penalties of perjury that the information provided above is true and correct W91� 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 #: •��-��c� ULK 11FIGATE OF LIABILITY PRODUCER (603) 883-1776, Fax(603)882-1843 The Minuteman Group 90 Main Street P.O. Box 487 INSURANCE 12/31/2008 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Nashua NH 030610487 INSURED G.M. Roth Design Remodeling, Inc. 12 Murphy Drive, Unit G INSURERS AFFORDING COVERAGE NAIC # INSURER A: Netherlands Insurance INSURER B: INSURERC: INSURER D: Nashua NH 03062 COVERAGES INSURER E: 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. GG EGA E LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR ADD' L TYPE OF INSURANCE . POLICY NUMBER POLICY EFFECTIVE DATE (MMIDD/YYI POLICY EXPIRATION DATE MMIDDIYY LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS MADE � OCCUR CBP8373731 01/01/2009 01/01/2010 EACH OCCURRENCE $ 1,000,000 DA 'AGE TO RENTED 50 000 PREMISES Ea occurrence $ MED EXP An one person)$ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY JECT JECT I f LOC PRODUCTS - COMP/OP AGG $ 2,000,000 AUTOMOBILE X LIABILITY ANY AUTO BA8375419 01/01/2 00 9 01/01/2010 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 A ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per person) $ HIRED AUTOS NON -OWNED AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY X OCCUR ❑ CLAIMS MADE CU8371832 01/01/2009 01/01/2010 EACH OCCURRENCE $ 2,000,000 AGGREGATE $ 2,000,000 $ A DEDUCTIBLE X RETENTION S10,000 $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY WCB373119 01/01/2009 01/01/201.0 y VVCSTATU• OTH- TORY LIMITS R E.L. EACH ACCIDENT $ 500,000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L. DISEASE- EA EMPLOYEE $ 500,000 If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSIVEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS FOR INFORMATIONAL PURPOSES ONLY .L;UKU 25 (2001108) CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIO14 DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE David Herod O ACORD CORPORATION 1988 Dreams Delivered. Project Proposal Mr. & Mrs. Paul Montecalvo 66 Settlers Ridge Rd. N. Andover MA 01845 We hereby submit specifications and estimates for: % vION CIUIO Qt Project Name: Montecalvo Addition Telephone: 1-978-738-0006 Date: 4-28-09 Build a 18'x14' two story additon with master bathroom with finished basement and build deck to the enclosed Preliminary Plans, Specifications, and Terms and Conditions Agreement. All workmanship is guaranteed for three years upon completion and all supplies, materials, and equipment to be covered by manufacturers warranties. The following is not included in this proposal: Permit fees, Masonry, Porches, Shutters, Plumbing Fixtures, Surface Mount Light Fixtures, Cabinets, Mirrors, Tub and Shower Doors, Bath Accessories, Fireplaces, Floor Underlayment, Flooring, Interior Priming & Painting, Exterior Priming & Painting, Wallpapering, Landscaping and Walkways, Driveway Paving and Preparation, and anything else not specified here in. G.M. Roth Design Remodeling, Inc. is fully covered by liability and workers compensation insurance. Massachusetts Construction Supervisors License #056336 sfarf ! 60t)9 Massachusetts Home Improvement Registration #109467 rn;' S Thank you for your consideration! We Propose to furnish material and labor - complete in accordance with these specifications, for the sum of: Payable as follows:. Refer to Terms and Conditions Agree ent G.M. Roth Design Remodeling Inc. Authorized Signature: Date: ~L1' Note: This proposal may be withdrawn if not accepted within -11 --days v' Accepta authorized to S: of this work as s Proposal - The prices, specifications and conditions are satisfactory and are hereby accepted. You are ,ecified. Payment will be made as outlined above. Signature: Date: 12 Murphy Drive, Nashua, NH 03062 / p 603.880.3761 / 866.446.7684 / f 603.880.8991 / www.gmroth.com ' 4 r 3�tr{-L "+�y"}'pV 3,'='F�3w,'�4 T,'a^,F7 1Fr3r¢�+ 4e.hn« �l,yu�r. y'':� a A �rk..l�ra`ts rr,-,�'t'� w•7Y r r ' •_;' i „;,. i 5 f G N. -R E M.;O D,:E L I N G '_K I�TC�HS,EtjN S,,.,,;&„ B A T,H D h / aP; r - 4 ..l,f r Montecalvo Addtion B, 4-28-09 Page 1 of 1 Investment Schedule Complete Home Improvement as specified: $213,658.21 Less design retainer: -$5,000.00 Subtotal: $208,658.21 Less Special Discount: 10% $20,865:82 Sub Total - Investment Amount: $187,792.39 Optional: Install 1" Dow Drainage board to exterior of new foundation Add: $450.00 $0.00 $0.00 $0.00 $0.00 0.00 Sub Total: $188,242.39 Additional Discount: --X28,236.36 Final Investment Amount: / $160,001903 G. G.M. Roth Design Remodeling, Inc. 4/28/2009, 4:21 PM Montecalvo Addtion B, 4-28-09, Specifications Page 1 of 10 Description Qty Unit Build a 18'x14' two story additon with master bathroom with finished basement and build deck to the enclosed Preliminary Plans, Specifications, and Terms and Conditions Agreement. 1 Plans & Permits 1 Project Mobilization 1 Project Mobilization for a large size remodeling project/addition; includes pre -construction meetings, project set-up, build plans, permit procurement (fee not included) and a 30 yard dumpster. Note: Amount of waste can only be estimated --additional dumpster costs, if needed are not included and will be additional. 1 EA Surveys/Engineering 1 Structural engineering allowance - beam over closet & shower 350 $ 1 Tear -Out 1 Remove and dispose in dumpster or truck the following: 1 EA Complete systems Tear -Out 1 Complete deck demolition - includes floor system, rails and steps (includes step SF = EA Step is 1'x width of step). Concrete demo is not included. 20 SF minimum - two level deck and arbor 140 SF Standard three piece bathroom remodel demolition (bathrooms up to 64 SF) - includes removal of one vanity cabinet and counter top, bath sink and faucet, bath tub/shower, toilet, baseboard trim, mirror or medicine cabinet, bath accessories, flooring and up to 300 SF of wall and ceiling drywall. Door and window removal, electrical removal, tile wall removal, and anything else not stated are not included. 1 EA Concrete Tear -Out I Remove Concrete cutting subcontractor set-up labor 1 EA Remove Concrete cutting subcontractor, 22LF min. - new opening to new basement area 22 LF Floor & Interior Stair Framing Tear -Out I Tear out floor sheathing, set up I EA Tear out floor sheathing, plywood, glued and nailed - to access rough plumbing 64 SF Wall Framing Tear -Out I Wall removal set-up I EA Remove Interior walls - non-bearing, studs with drywall on 2 sides, 4LF minimum, with electrical switches and outlets that need to be removed and/or relocated. 16 LF Remove - bearing 4 to T wide, temp support and install flush wood header, 4' to 8' wide, LF 9 LF Remove Ext. walls - bearing, temp support and install flush structural beam, 8 to 16 LF. Note: Structural engineering is not included - over shower area 8 LF Roof Framing Tear -Out I Roof framing demo set-up I EA Remove Roof overhang, up to 24" overhang 18 LF Roofing Tear -Out I Roofing demo - set up add-on 1 EA Remove Roof shingles, 7/12 pitch or less 150 SF Siding Tear -Out I Siding removal - set up add-on 1 EA Remove Siding - wood clapboards, SF 350 SF G. M. Roth Design Remodeling, Inc. 4/28/2009 4:22 PM Montecalvo Addtion B, 4-28-09, Specifications Page 2 of 10 Description Qty Unit Door Tear -Out 1 Remove Slider or Atrium door, double panel door up to 8' wide - salvage to reinstall 1 EA Remove Interior doors, single - salvage to reinstall 5 EA Window Tear -Out 1 Remove Windows - double and triple mullion, including trim 1 EA Two story add-on for window removal 1 EA Plumbing Tear -Out 1 Remove Sink & faucet - add for double sink 1 EA Electrical Tear -Out 1 Remove light fixture, chandelier or paddle fan 4 EA Remove duplex outlets and switches, telephone and CATV jacks, EA 10 EA Interior Wall Covering Tear -Out 1 Wall covering demo set-up 1 EA Remove interior wall covering - drywall 200 SF Ceiling Covering Tear -Out 1 Ceiling demo set-up 1 EA Remove drywall ceiling, 100+ SF 200 SF Interior Trim/Millwork Tear -Out (10 LF minimum) 1 Remove Baseboard moldings, one-piece, (20LF - 75LF) over 75LF if salvaging 100 LF Cabinet and Counter Top Tear -Out 1 Flooring Tear -Out 1 Remove Ceramic Tile flooring, Mortar base (over 100 SF) 84 SF Remove hardwood flooring (20SF min) 25 SF Remove carpeting, tack strip and pad 144 SF Excavation 1 1 Excavation 1 Complete the following excavation - a normal dig is included, unsuitables, boulders in excess of 1 cubic yard, ledge, water, horizontal/vertical control, additional fill if needed, etc., will be additional; excess fill will be spread on site unless noted otherwise: 1 EA Strip loam and respread in area from driveway to work area. Due to condition of existing driveway we cannot be responcible for any damages 1 EA Excavation and backfill with machine for addition foundation, 8' deep foundation 1 EA Install stone under new deck and excavate for two sono tubes 1 EA Removal of excess fill as needed 1 EA Slab Preperation 1 Install stone underslab 1 EA Drainage systems 1 Drainage systems 1 Perimeter drain - install french drain, tie into existing, includes stone needed for 9' foundation. Install 1 EA Retaining Walls are not included 0 Landscaping - spread salvaged loam only. Irrigation and all other landscaping is not included 1 1 G. M. Roth Design Remodeling, Inc. 4/28/2009 4:21 PM Montecalvo Addtion B, 4-28-09, Specifications Page 3 of 10 Description Qty Unit Concrete 1 Foundation 1 Labor to form and pour footings and walls for addition foundation, minimum up to 60LF, concrete is not included unless stated below 1 EA Drill and rebar new foundation to existing foundation, ( figure l per 2LF of wall intersection), install RX100 Foundation cold joint seal 8 EA Foundation wall and footing concrete for 8' high walls, 30001b,10" thick with 10"x20" footing 46 LF Foundation window, steel frame, vinyl window, 18 x 32 2 EA Pier Footings 1 Pour the following concrete piers (a normal dig is included, unsuitables, boulders in excess of 1 cubic foot, ledge, water, horizontal/vertical control etc., will be additional, excess fill will be spread on site): 1 EA Concrete deck piers, 10" round, 48" deep, includes adj. post base and concrete 2 EA Concrete slabs 1 Concrete slab set -up, allows for forming and initial preparation when using a subcontractor - additional to form and pour for step 1 EA Pour, float and trowel finish a 4" +/- concrete slab, labor only, materials not included unless stated below, 400 SF minimum 400 SF 4" thick, 4000 LB concrete for concrete slabs, wire mesh is not included unless stated below, labor not included, 150 SF minimum 252 SF Foundation Coatings 1 Foundation Coating, Spray -on Damp Proofing by subcontractor, no warranty (150SF min.) 300 SF 1 Floor Framing 1 Furnish and install the following: 1 EA Floor Framing 1 Sill plates on concrete, 2x6PT/2x6KD, LF 46 LF Frame floor, 2x10 #2 & better. SPF KD floor joists 16" oc, with 3/4" SYP T&G plywood (nailed with 8d ring nails and glued), and 1x3 spruce cross bridging installed 8' on center (on foundation, add below if on piers), 32 SF min. - two floors 504 SF Floor Sheathing/Sub floor 1 3/4" SYP tongue & grooved Advantec floor sheathing, 4x8 sheets, (nailed with 8d ring nails and glued with construction adhesive) 64 SF Wall framing 1 Complete Wall system 1 Furnish and install the following: 1 EA Exterior wall, 2x6 16" on center, 2x6 sole plate, double 2x6 cap plates, average number of headers for doors and windows, wall sheathing, 7/16" OSB, 32 SF minimum - Note: Figure gable -end walls at longest peak height x total width 920 SF Wood Stud Walls 1 Furnish and install the following: 1 EA Pressure treated plate for walls on concrete or porch walls, 2x4PT - basement 64 LF Interior wall, 2x4 16" on center, average number of headers for doors and windows 400 SF Interior wall, 2x4 16" on center, average number of headers for doors and windows - basement 576 SF G. M. Roth Design Remodeling, Inc. 4/28/2009 4:21 PM Montecalvo Addtion B, 4-28-09, Specifications Page 4 of 10 Description Qty Unit Wall Framing - Window and Door Openings 1 Frame rough opening in interior non-bearing drywall wall, 2x4 or 2x6, up to 4' wide - basement 1 EA Frame rough opening in interior non-bearing drywall wall, 2x4 or 2x6, 5' to 12' wide - two pocket doors 10 LF Frame Tub Platform 1 Frame tub platform for inset tub, includes 2x4 wall studs and 3/4" plywood deck, rectangular, up to a 4'x8' deck 1 EA Misc. shimming etc., per room, newer homes, 40years or less, EA room 3 EA Roof Framing 1 Roof Trusses 1 Furnish and install the following: 1 EA Gable roof trusses 24" oc, 2x4 top and bottom chords, 5/8" CDX fir plywood roof sheathing, 10 spruce ceiling strapping 16" oc, includes tie -down straps and gable end trusses 340 SF Roof Framing Add-ons - Furnish and install the following: 1 Gable Roof tie-in framing (roof overlay), on existing roof, 2x8 16" oc rafters, 1/2" codex plywood roof sheathing, ridge L(1/2 add. W) x rafter L 108 SF Gable rafter overhang add-on, up to 12" 24 LF Ceiling Strapping/Furring 1 Furnish and install the following: 1 EA Ceiling strapping, 10 spruce, 16" oc 504 SF Roofing, Flashing & Gutters 1 Roofing Preparation 1 Furnish and install the following: 1 EA Install tarps from drip edge of roof to ground to protect house walls and plantings. We cannot guarantee that plant damages will not occur. If additional protection is desired we can quote the construction of wood barriers. 1 Winterguard ice and water, 8/12 pitch or steeper. To protect from wind driven rains and ice dams (a common problem in severe winter climates) CertainTeed WinterGuard will be installed to the first three feet of all roof eaves, in all valleys, around chimneys, vent stacks and all roof and wall intersections (see WinterGuard brochures). 200 SF 15 lb. felt paper, 8/12 pitch or steeper (do not include Winterguard areas). The occurrence of wrinkling of standard roofing felts has caused roofs to buckle. This proposal features Heavy - Duty Reinforced Roofing Underlayment manufactured to improve waterproofing effectiveness, strength and minimize wrinkling. This will be applied to the remainder of the roof (area where Ice & Water Shield is not applied). 400 SF Supply and install aluminum perimeter roof drip edge (mill, white or brown) to both the cave edge (gutter edge) and rake edge (gable edge). The cave flashing is designed to conduct water from the roof into the gutter system, thereby protecting the edge of the roof sheathing and fascia board from moisture contact for long-term protection. The rake flashing is designed to conceal the roof sheathing and the top of the rake trim, provide a clean line along the rake to further enhance esthetics and to direct water away from the rake edge and minimize rot. Per job specification I EA Roofing Shingles I Furnish and install the following: 1 EA G. M. Roth Design Remodeling, Inc. 4/28/2009 4:21 PM Montecalvo Addtion B, 4-28-09, Specifications Page 5 of 10 Description Qty Unit Asphalt roof shingles 8/12 pitch or steeper, 30 yr. CertainTeed XT30 or equivalent, 100 SF min. Supply and install CertainTeed roofing shingles with their respective warranty. Shingles will be installed in accordance to the National Roofing Contractors Association (NRCA), and CertainTeed Roofing Specifications. Apply new vent stack flashings. To qualify for long term manufacturers warranty, shingles must be installed to all manufactures specifications, i.e. proper nailing pattern and nail location, shingle exposure, deck movement and stability and proper ventilation. Your roofing investment will be installed by trained Certified Roofing Installers (see warranty for specific details). 600 SF CertainTeed Landmark 30 (70 mph wind warranty coverage), 30 year architectural roof shingle add-on 600 SF Valley Add -On. The valley is exposed to the most water erosion, foot traffic damage and 1 commonly known to form large ice damns. For added protection, three feet of CertainTeed 1 EA WinterGuard will be installed (18" up each side of the centerline). All valleys will be done in 1 accordance with the National Roofing Contractors Association. 32 LF Ventilation and Flashing I Install Shingle Vent If Ridge vent, 4' increments, apply shingle cap over ridge vent. Adjusts to I 3/12 to 16/12 pitch. Provides 18 sq. inches of net free vent area per lineal foot. Black, Brown or 1 EA Light Gray. Scientific testing has proven that the most effective exhaust ventilation is at the 36 LF ridge, naturally hot air rises and the highest point of the roof assembly is the ridge. Testing I concludes that ridge vents with an External Baffle Design are much more effective and clearly 1 EA out perform Internal Baffle systems. Internal Baffle Systems do not create the desired negative air pressure that is essential in an effective ventilation system. That means that hot and moisture -laden air can stay in the attic longer to potentially speed deterioration of the roof in your home. For enhanced aesthetics a matching shingle cap will be applied over the ridge vent. Note: For the ridge vent to vent properly an equal amount of intake ventilation must be present at roof soffits (overhang). 1 Install Shingle Vent 11 Ridge vent, new construction or previously cut in vents, 4' increments, apply shingle cap over ridge vent. 20 LF Gutters and Downspouts: 1 Furnish and install the following: 1 EA I.nstall seamless .032 aluminum 5" OG. gutters, standard install, bar hangers 24" oc. max., up to 50LF, 16 LF minimum 40 LF Install aluminum 2"x3" downspouts from gutter to ground (add 4' to each drop for elbows), 12 LF minimum 40 LF Exterior Trim 1 Exterior trim staging & labor add-on for 2nd story, EA 12LF section 1 EA Fascia, Rakes and Exterior Trim Boards 1 Furnish and install the following: 1 EA Fascia and rakes, 1x6/1x3 FJ and primed pine, min 12LF 52 LF Wood Soffits I Furnish and install the following: 1 EA Pine soffit, 1x12 FJ and primed pine, min 12LF 36 LF Soffit Vents I Furnish and install the following: 1 EA G. M. Roth Design Remodeling, Inc. 4/28/2009 4:21 PM Montecalvo Addtion B, 4-28-09, Specifications Page 6 of 10 Description Qty Unit 2" continuous aluminum strip soffit vent. Provides 9 sq. inches of net free vent area per lineal foot. Mill, White or Brown. Install while installing new soffit, 8' min. New soffits not included in this specification. 28 LF Wood Corner Boards 1 Furnish and install the following: I EA Wood outside corner boards, up to 5/4x5/5/4x6 FJ and primed pine, min. 8LF 40 LF 1 Siding 1 Siding staging set-up, allows for time to set-up staging for small jobs 1 EA Building Paper 1 Furnish and install the following: 1 EA Typar building wrap or equivalent, SF 900 SF Wood Siding 1 Furnish and install the following: 1 EA Red Cedar, 1/2 x6 CVG, pre -primed clapboards, SF 900 SF Exterior Doors Install the following: 1 EA Install a salvaged or supplied sliding or swinging patio door 1 EA Patio Door Exterior Casings 1 Patio Door exterior casing and kick board, 908 or 5/4 x 4, up to T wide 1 EA Windows 1 1 Window installation labor: 1 Window installation only, 85 - 132 united inches (materials not included) - five new windows one existing 6 EA Window installation only, 133 - 180 united inches (materials not included) - two new windows 2 EA Andersen Windows - Furnish the following Andersen 200 Series Windows: 1 EA Andersen 200 Series Windows: 1 Andersen 200 Series Tilt -Wash double -hung window with transom mulled to top, 244FX3010/244DH3046 (Unit RO: 3'0"x5'6"), white exterior and painted white interior, Finelight Grilles between the glass colonial grids (6/6), white screens and hardware, 6- 9/16" pine extension jambs 3 EA Andersen 200 Series Tilt -Wash double mullion double -hung window with transom mulled to top, 244FX3010/244DH3046 - 2 (Unit RO: 6'0"x5'6"), white exterior and painted white interior, Finelight Grilles between the glass colonial grids (6/6), white screens and hardware, 6-9/16" pine extension jambs 1 EA Andersen 200 Series Tilt -Wash triple mullion double -hung window with transom mulled to top, 244FX3010/244DH3046 - 3 (Unit RO: 9'0"x5'6"), white exterior and painted white interior, Finelight Grilles between the glass colonial grids (6/6), white screens and hardware, 6-9/16" pine extension jambs 1 EA Andersen 200 Series Tilt -Wash single double -hung, 244DH3049 (Unit RO: 3'0"x5'6")1 white screens and hardware, Finelight Grilles between the glass colonial grids (6/6), white exterior and painted white interior, 6-9/16" pine extension jambs 1 EA G. M. Roth Design Remodeling, Inc. 4/28/2009 4:21 PM Montecalvo Addtion B, 4-28-09, Specifications Page 7 of 10 Description Qty Unit Andersen 400 Series A21-3 Triple Awning Window with an Architectural Series ASW 6'0- 5/8" x 1'6" Eliptical Window mulled to top (Total Unit RO: 6' 1-1/8"0'6-1/4"), white exterior and painted white interior, Finelight Grilles between the glass colonial grids (1H,1V awnings, ), white screens and hardware, 6-9/16" pine extension jambs, 2-1/2" colonial casing for eliptical 1 EA Plumbing Bathroom Plumbing: Install the following bathroom plumbing (plumbing fixtures, faucets etc. are not included, we will supply supply lines, drain lines and standard shut -offs only). Note: it is assumed that existing plumbing in home is to code. Any existing plumbing upgrades needed are not included. Concrete cutting if needed is not included. Standard three piece bathroom fixture installation (toilet, sink, tub/shower) in same 1 location, no fixtures included, tie into existing rough plumbing 1 EA Standard sink installation in same location, no fixtures included, tie into existing rough plumbing, new PVC trap and shut -offs included 1 EA Plumbing labor add-on for installation of whirlpool tub with filler and waste in new location on second floor - tub, faucets etc. to be supplied by client 1 EA Plumbing labor add-on for installation of custom shower with two valves, two diverters, 1 EA and seven shower outlets - tub, valves, etc. to be supplied by client i EA Plumbing labor and material add for venting, one story, easy direct access (carpentry, drywall etc. not inc.) 1 EA Sprinklers 1 EA Furnish and install two new heads in basement, two new heads in sunroom, and add and rework seven new heads for second floor addition and remodeled area, and relocate outside 1 drain on back of house. 1 EA Hot Water Heater - Install the following: 1 Install gas piping, water lines and vent for new owner supplied gas water heater to be installed in basement below master bedroom 1 EA Gas Line - Furnish and install the following: 1 Gas piping installation, take off of existing line in home, upgrading of existing is not included - extend grill correction on deck 12 LF Heating, Ventilation and Cooling 1 Furnish and install the following: 1 EA Forced Hot Air Heat/Ventilation Ductwork (Tie into existing house ductwork, zoning and/or upgrading of existing furnace is not include unless noted otherwise) 1 Forced hot air heat - Furnish and install 3 new supply grills ist floor sunroom addition (Note: there will be not be separate cooling and heating controls. System will be maintained by main thennostat on first floor level) 1 EA Forced hot air heat - Furnish and install 1 new supply grill and one new return grill, and relocate one supply grill in second floor addition and remodel (Note: there will be not be separate cooling and heating controls. System will be maintained by main thermostat on second floor level) 1 EA Electric Heat (Tie into existing electrical service, a service upgrade if needed is not included unless stated otherwise) Rule: Room SF x 10 = required watts 1 G. M. Roth Design Remodeling, Inc. 4/28/2009 4:21 PM Montecalvo Addtion B. 4-28-09, Specifications Page 8 of 10 Description Qty Unit Electric baseboard heat, 6'-0" (1500 watt), install in open walls on existing system, includes thermostat 2 EA Electrical 1 1 Electrical Permit Fee is not included, owner will be responsible for fee. 1 EA Furnish and install the following (Take off existing electrical in home. Light fixtures and service upgrades are not included unless noted): 1 EA Service Wiring/Circuits 1 20 amp circuits - Note: code is two 20amp circuits required for kitchens 3 EA Arc Fault Circuit Interrupter Protection per NEC code 7/1/08 for all rooms except kitchen and baths with GFI being added. Any electrical changes to an existing circuit needs to be updated. 2 EA Electrical Outlets 1 Duplex outlets 20 EA GFI duplex outlets 2 EA Dedicated 1.10 duplex outlet - whirl pool tub, water heater 2 EA Dedicated outlet on second floor add-on 1 EA Waterproof outlets, GFI. l EA Cable TV outlet 4 EA Switches 1 Switches, single 6 EA Switches, single slide dimmer, 600 watt 4 EA Switches, 3 &/or 4 way, per swtch 4 EA Switches, 3 &/or 4way slide dimmer, 600 watt, per swtch 2 EA Lighting 1 Light outlet for wall or ceiling mounted light fixture (fixture is not included unless specified otherwise) 4 EA Outside flood light, two lamp, standard fixture included 1 EA Paddle fan install (fixture and control not included) 2 EA Recessed lights, Halo 5" white or equivalent, 75par30fl bulbs 11 EA Recessed lights, waterproof, Halo or equivalent, 75par30fl bulbs 1 EA Fluorescent light for closet, Energy efficient T-8 ballast and lamps 2 EA Exhaust Fans & Hoods 1 Install a FanTech FR150 6" 243 CFM Remote Exhaust Fan. Includes one white exhaust grilles, up to 12' of 6" flex duct, one roof or wall cap, and one back draft damper, vent to exterior through wall, roof or soffit 1 EA Add one additional exhaust grill to a FanTech Remote Exhaust Fan, Includes one white exhaust grille, up to 12' of flex duct, one 6" wye 1 EA Central Vacuum/Smoke Detector 1 Smoke detectors, wired with battery back-up (upgrade and/or tie-in of existing is not included) 1 EA Miscellaneous Electrical 1 Fish wiring for outlets or switches in closed walls or ceilings 8 EA 1 Insulation 1 Furnish and install the following: 1 EA Floor Insulation 1 Fiberglass floor insulation, R19, 5-1/2" 252 SF G. M. Roth Design Remodeling, Inc. 4/28/2009 4:21 PM Montecalvo Addtion B, 4-28-09, Specifications Description Wall Insulation Fiberglass wall insulation, R19, 5-1/2", with poly vapor barrier Ceiling Insulation Rafter vents, 16" o.c., 11 "x48" Ea or 24" o.c., 22"x48" Ea Fiberglass ceiling insulation, R37 Page 9 of 10 Interior Walls & Ceilings Furnish and install the following gypsum board. Tape, apply 3 coats of joint compound and sand (ready for paint). Priming and painting is not included. All areas where drywall is removed and new walls and/or ceilings. Drywall, 1/2" for OVER 750 SQ FT. 1/2" gypsum board, installed with drywall screws. Moisture resistant board will be used on all bathroom walls if applicable. 128 SF minimum Wall and Ceiling Tile & Backer - shower and tub walls by tile contractor Decks & Porches Build deck to plans using existing materials from exisitng deck Interior Door Interior Millwork & Trim Doors, & Install the following salvaged or supplied interior doors: A salvaged or supplied interior single pre -hung door 14 b oc 01 Pre -Hung Doors - Furnish and install the following: Pre -hung door unit, Pro -Core Molded, all styles, up to 3068, primed finger jointed 2-1/2" colonial casing, 4-9/16" split jamb, includes a Schlage bright brass privacy or passage set Interior Pocket Doors, Door Slabs and Door Hardware - Furnish and install the following: Pocket door kit, interior single door (double for a double door) Pro -Core moulded door slab, all styles, for pocket door or install in existing door frame, standard size up to 3'0"x6'8", Pocket Door includes pine jambs and pocket door hardware and Pre -hung door includes hinges and labor to mortise hinges and bore for passage set French Doors/Double Doors - Furnish and install the following: French door, primed finger jointed single single lite frosted glassL, 2/4x6/8, set-up, primed finger jointed 4-9/16" jamb, 2-1/2" colonial casing each side, Schlage Accent Bright Brass lever privacy or passage set French door, primed finger jointed double 15 -lite TDL, 4/8, 5/0, 5/4, or 6/0x6/8, set-up, 4-9/16" jamb, primed finger jointed 2-1/2" colonial casing each side, Ball Catches, Two Schlage Bright Brass Accent Lever Dummy handles Window Casings & Jambs - Furnish and install the following: Window casings, 2-1/2" clear colonial pine, over 3'x4', up to 4'x6' (ext jambs not inc) Window casings, 2-1/2" clear colonial pine, over 4'x6', up to 6'x8' (ext jambs not inc) Window stool cap add-on, up to 4' wide Window stool cap add-on, 5'-8' wide Door Casings & Jambs - Furnish and install the following: Door extension jambs, 1x3" D -select pine, double door Door casing, 2-1/2" colonial pine casing„ double door, per side Baseboard Moldings - Furnish and install the following: Baseboards, 3.5 colonial pine OG base, mitered outside corners and coped inside corners Qty Unit 1 1300 SF 1 112 SF 252 SF 1 1 1 EA 3400 SF 0 1 1 EA 1 EA 5 EA 1 2 EA 1 EA 2 EA 2 EA 1 1 EA 1 EA 1 7 EA 1 EA 4 EA 4 EA 1 1 EA 1 EA 1 290 LF G. M. Roth Design Remodeling, Inc. 4/28/2009 4:21 PM Montecalvo Addtion B, 4-28-09, Specifications t Page 10 of 10 Description Qty Unit Closet shelving - Furnish and install the following: 1 EA Closet shelves, 12" deep white ventilated, linen 8 LF Wood closet shelving, 1x4 #2 pine shelf supports (back and side walls), 12" particle board shelf 1 0 - Bath linen 12 LF Interior Trim/Mouldings - Furnish and install the following: 1 Crown molding, 3-5/8" FJ and primed, min 10 LF - master bathroom ceiling 92 LF Cabinets, Counters & Appliances l 1 Bath Cabinets 1 Bath cabinetry labor, per cabinet and panels 5 EA Install bath fillers and wall and base skins 4 EA Countertops: 1 Furnish and install the following counter tops: 1 EA Granite Counter Tops 1 Tub surround 1-1/4" granite counter top with 3/8" radius edge, goup 1 or equivalent choice, furnished and installed per enclosed plan. - There is a $1000 material and installation allowance for tub granite l EA Custom Stock Remnant Granite Vanity Counter top, up to 74" W and 25-1/2" D, eased edge, with 4" back splash and one sink cut-out - There is a $700 material and installation allowance for tub granite 1 EA 1 Specialties 1 Mirrors & Bath Accessories 1 Install owner supplied bath accessories (toilet paper holder, towel bars, tooth brush holder, etc), per accessory 5 EA Furnish and install the following: 0 EA Tub & Shower Enclosures 0 Floor Covering 1 0 Painting 0 Clean up 1 Project final clean-up, dispose of all debris in dumpster or dump truck on site and broom/vacuum clean area remodeled, per job 1 EA Maid cleaning of interior of area remodeled, including widows per job, EA plus SF below 1 EA Maid cleaning company, SF 1000 SF 1 G. M. Roth Design Remodeling, Inc. 4/28/2009 4:21 PM Montecalvo Addition Terms & Conditions (MA) 2009 4/28/2009 BUILDING PLANS, INSPECTIONS, AND PERMITS Contractor will furnish all necessary plans for the completion of this job. These plans will supplement the specifications as an attachment to this contract. Contractor will schedule all necessary inspections for this job in a timely manner, and will comply immediately with any correction notices posted so as to keep the job schedule. Contractor will obtain any and all necessary construction -related permits as the owner's agent; owners who secure their own construction—related permits or deal with unregistered contractors shall be excluded from access to the Guaranty Fund; all permit fees for permits obtained by Contractor or its representatives shall be reimbursed by owner. INSECT/WATER DAMAGE Contractor will provide a progressive wet rot inspection of the work being completed (as described in the enclosed specifications) and furnish a written report and cost estimate of the necessary repairs. The report and estimate will list all infected areas and suggest the method of repair. 5. Insect infestation and damage will be noted in the report if evident, but neither an insect inspection nor insect damage repairs will be included in the report or estimate. ENVIRONMENTAL HAZARDS 6. Contractor's scope of work shall not include the identification, detection, abatement, encapsulation or removal of asbestos, mold, lead, radon, ground water or environmental hazard, or products or materials containing asbestos or other hazardous substances from the home. In the event that Contractor encounters any such products or materials in the course of performing his work, Contractor shall have the right to discontinue his work and remove his employees from the project until such products or materials and any hazards connected therewith are abated, encapsulated or removed, or it is determined that no hazards exists (as the case may require). Contractor shall receive an extension of time to complete his work and will also receive fair compensation for any additional costs resulting from delays encountered as a result of such situation and correction of it. Owner understands that costs incurred for removal will be over and above the contract price. In the event that work does not resume within 30 days of the stoppage, OWNER agrees to immediately pay the Contractor the pro rated amount of the contract price applicable to work done up to that point pursuant to the contract. DEMO/TEAR OUT If any of the existing building materials removed from this home are to be reinstalled, Contractor will notify Owner at the time of removal if the item or any of its parts need replacement. If so, Contractor will write an additional work order at that time and give Owner a firm price quotation on the cost of replacement as needed. 9. This contract is subject to owner obtaining suitable financing. Owner must apply for financing within ten (10) days of the signing of this contract, and shall notify contractor in writing within thirty (30) days of his inability to obtain financing or this contingency shall lapse. In the event that financing cannot be obtained by owner and the contractor has been notified, owner agrees to reimburse contractor for all costs, expenses, and labor incurred by contractor to date. 10. Owner shall be responsible for, and pay to obtain any variances or zone changes required, unless specified otherwise in this agreement. G.M. ROTH DESIGN REMODELING INC. Pagel of 5 Montecalvo Addition Terms & Conditions (MA) 2009 4/28/2009 11. Owner warrants that he owns the real property upon which the work is to be performed. 12. Without invalidating this agreement, Owner may order extra work by the use of a change work order, providing the document is signed by both Owner and Contractor. 13. Owner understands and agrees not to effect any side arrangements or separate contracts with any of the employees, vendors, or sub -contractors performing work on this job. 14. Owner has read, understands, and agrees with the total payment schedule as shown on this agreement. Owner will pay the Contractor the down payment, progress payments, and the final payment, as per this agreement. Final payment is due on the day of substantial completion of this j ob. 15. Owner agrees that if Contractor has not been paid in full within 30 days after substantial completion of his work, Owner will pay Contractor 1.5% per month, (18% annual percentage rate) of unpaid balance as a later charge. CONTRACTOR TERMS AND CONDITIONS 16. Contractor will be responsible for, and will at his own expense, obtain qualified and efficient workmen to complete this job. All contractors and subcontractors shall be registered, and any inquiries about a contractor or subcontractor relating to a registration should be directed to: Director, Home Improvement Contractor Registration One Ashburton Place, Room 1301 Boston, MA 02108 Tel: (617) 727-8598 Contractor will pay all workmen's compensation and other employment costs required for the performance and completion of this job. Contractor shall carry bodily injury liability insurance relating to the work in an amount not less than $1,000,000.00 for bodily injury including accidental death. Contractor shall carry property damage liability insurance in an amount no less than $1,000,000.00, or Contractor shall carry a combined single limit of liability not less than $1,000,000.00. I %� JOB SITE AND PRODUCTION oil 17. Contra?or will tart this job on or about and will complete this job on or about Above start and completion date is contingent upon office approval and receiving a minimum of a 10% deposit. Contractor will diligently pursue this job through to its completion, but shall not be responsible for delays caused by the following: Timely receipt of payments as described herein or on future change orders. Issuance of job permits within a reasonable length of time, receipt of a certified plot plan, loan approval and funding, loan disbursement, act of God, weather, strikes, lockouts, boycotts, or other labor union activities, job change ordered by Owner, inability to secure materials, delays caused by inspection, changes caused by inspectors of governmental agencies, or any other cause beyond Contractors control. No penalties will be assessed to Contractor for job completion beyond the date shown above. G.M. ROTH DESIGN REMODELING INC. Page 2 of 5 Montecalvo Addition Terms & Conditions (MA) 2009 4/28/2009 18. Owner understands and agrees that if at owners request a key is not furnished to contractor prior to job start, owner will provide access to the residence from 7:30 am to 5:30 PM Monday through Friday during the duration of this job. If at anytime access to the work area is not available to Contractors crew for any reason, owner agrees to reimburse Contractor for expenses incurred for travel and lost time at the rate of $105.00 per man-hour lost, and .38 cents per mile per vehicle. 19. Owner understands and agrees to provide Contractor, Contractor's employees and Sub - Contractors, free use of all utilities to complete this job. Utility use will include electricity, water, telephone, a washbasin, and toilet at the job site. Contractor agrees to maintain those facilities in "maid clean" condition at all times. Contractor agrees to reimburse Owner for all long distance telephone charges incurred by Contractor, Contractor's employees, or Sub -Contractors. 20. Contractor warrants that all materials supplied by him will be of standard quality, free of defects and will be installed or applied in a professional manner. All workmanship as outlined in this agreement is guaranteed for a period of 3 years from the date of substantial completion of this work, and all materials, supplies, and equipment are to be covered by their manufacturers warranties (subject to normal use and care and provided Owner has complied in full with terms and payments and other conditions of this contract). While quality is a relative term and standards of quality vary, the Contractor subscribes to the National Association of Home Builders (NAHB) set of quality standards applicable to residential construction and residential remodeling developed by the NAHB Remodelers Council and the NAHB Single Family Small Volume Builders Committee and set forth in the manual entitled Residential Construction Performance Guidelines for Professional Builders & Remodelers (1996). All unused materials shall remain the property of Contractor. Owner understands and agrees that this Contract is for the purchase of the job(s) as stated herein, and is not a purchase agreement for the individual parts or materials that comprise this project. 21. Owner understands and agrees to the limitations of patching plaster or drywall, and while Contractor shall make every effort to match existing textures, finishes, and planes, an exact match cannot be guaranteed. 22. Change of the electrical service, (meter and base, or panel), or any other electrical equipment that is in violation of applicable electrical or building codes, is not included in this job unless stated otherwise in the specifications. In the event the Electrical Inspector requires any change in the existing electrical equipment to perform the electrical work as outlined in this contract, Owner agrees to pay for such work. 23. Contractor is not responsible for nominal damage caused to lawn and landscaping by workmen and machines. 24. Owner will assume responsibility to remove from any and all work areas, all household and personal items, and store those items away from the work areas during the entire duration of this job. Contractor will not be held liable for any damage to any owner items not removed from the work area. Any and all items left in the work area, will be moved on the day of job start by the Contractor, and owner will be subject to a charge of $105.00 per man hour for moving those items. Contractor will not be liable for any damage to those items caused by the moving process. 25. Owner authorizes Contractor to use photographs taken at job site for display, promotion and advertising, without compensation to Owner. G.M. ROTH DESIGN REMODELING INC. Page 3 of 5 Montecalvo Addition Terms & Conditions (MA) 2009 4/28/2009 LEGAL 26. Owner understands and agrees that the final price quotation for this job has been figured at present labor and material rates, and that Contractor, at his option, may increase the Contract price if any increases in said costs develop prior to job start (increase not to exceed 5% of the total agreement). It is also agreed that if any additional work is added to the plans and specifications by any governmental agency, city or county for their approval, the cost of the additional work will be added to the agreement price. 27. If any provision of this agreement is declared invalid by any tribunal, the remaining provisions of the agreement shall not be affected thereby. 28. It is understood and agreed between all parties to this agreement that this contract replaces and voids, any and all previous agreements between the parties to the agreement, either written or verbal. 29. Contractor will keep said premises free from all mechanics and other liens by reason of any materials or labor to be furnished to him by others. Nothing stated herein or in said note shall prevent Contractor from timely filing a mechanic's lien on his own behalf to secure payment of the money to become due under this agreement should he deem it necessary unless otherwise agreed. 30. The contractor and the homeowner hereby mutually agree in advance that in the event the contractor has a dispute concerning this contract, the contractor may submit such dispute to a private arbitration service which has been approved by the Office of Consumer Affairs and Business gulatio sand the consumer shall be required to submit to such arbitr tion provided in MGL y. 1 A. Owner. ` Contractor OwnerV NOTICE: The signatures of the parties above apply only to the agreement of the parties to alternate dispute resolution initiated by the contractor. The owner may initiate alternative dispute resolution even when this section is not signed separately by the parties. 31. Owner will pay Contractor's cost of collection, including reasonable attorney's fees, if Contractor has to resort to litigation or arbitration to collect any monies owed by Owner to Contractor. 32. This written contract constitutes the complete integration of all statements, agreements, and discussions relating to the work and contract, and there are no representations, guarantees, or warranties other than those expressly incorporated herein, nor are there any agreements collateral hereto, nor is this contract dependent upon or subject to any conditions or approvals, precedent or subsequent, not herein stated. No subsequent agreement relating hereto shall be binding upon Owner or Contractor unless in writing and signed by the party being bound. Contractor may assign this Contract, and the assignment shall be binding upon the heirs, successors, or estates of the parties. l33. This construction contract is entered into on the day of F"1?-+ , 2009 by and between G.M. Roth Design Remodeling Inc., herein called Contractor, and the party or parties signing below, herein called Owner. The above specifications, conditions, and job material selection sheets are satisfactory and are hereby accepted. You are authorized to purchase materials and proceed with this job as specified in this proposal. Contractor shall furnish all labor and materials to do the work described in the above specifications and Owner agrees to pay Contractor as follows: G.M. ROTH DESIGN REMODELING INC. Page 4 of 5 Montecalvo Addition Terms & Conditions (MA) 2009 4/28/2009 CONTRACT PRICE ...................................................$ C W. DOWN PAYMENT....................................................$ cru START OF JOB PAYMENT.....................................$ PROGRESS PAYMENTS � f AJ_Cat PROGRESS PAYMENT Porj;J VY' CASH DUE ON DAY OF 9UBSTANTIAL COMPLETION OF THIS JOB...................................$ 'J V/� ATTENTION: Contractor will do only that work which is written in the above specifications for, .I the above-agreed amount. The Terms and Conditions as stated are part of this contract. This contract is subject to office approval. You, the buyer may cancel this transaction at any time prior to midnight of the third business day after the date of this transaction. See attached Notice of Cancellation form for an explanation of this right. FORFEIT OF DEPOSIT: Under this Contract, we have asked you to pay a deposit. The deposit may be used by us to pay for materials, labor and other costs involved in your project, and to cover preliminary costs of starting your project. Either party, (you or we) may cancel this Contract within three days for any reason or no reason or we will promptly return your deposit in full, no questions asked. However, if you cancel this Contract after this three day rescission period, you agree that we may apply the deposit or a portion of the deposit to cover our costs and losses resulting from the cancellation. These costs include not only labor and materials of your project, but also other losses to us, including overhead and estimating costs that may be incurred before the work at your project begins. Because these costs and losses are difficult and burdensome to calculate on a case-by-case basis, you agree that G.M. Roth Design Remodeling Inc. may apply an amount of your deposit equal to 20% of the total job value if you cancel the project after the three day rescission period. Both you and G.M. Roth Design Remodeling Inc. reserve other rights to applicable remedies in the event this contract is breached. For example, if significant work has been completed on your project, our damages may exceed 20% of the total job value, in which case we reserve the right to recover the additional damages, including lost profits as applicable. We will always work with you to avoid cancellation and application of your deposit in any way possible because we would rather deliver on our promise of excellent work, and complete your project �ithin the terms or our agreement. .DO N© N T S CONTRACT IF THERE ARE ANY BLANK SPACES ' (O�Vner's Signature) (Date) �J (Date) )ntract. (Date) G.M. ROTH DESIGN REMODELING INC. Page 5 of 5 J ♦ n► Sunroom Header k y tk Ynfhz xtt 3 Pcs of 1 112" x 9 1/4" 1.5E TimberStrand@ LSL TJ -Beam® 60"s P ODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND User: 1 5/188/212 00 LOADS LISTED Page 1 Engine Version: 6.35.0 b 10' A Product. Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 0.0 80.0 0 To 10' Replaces Ext Wall Uniform(plf) Floor(1.00) 90.0 45.0 0 To 10' Adds To Ceiling Load Unifonn(plf) Snow(1.15) 500.0 170.0 0 To 10' Adds To Roof Load SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.00" 2.35" 2950 / 1539 / 014489 Lt: Blocking 1 Ply 1 1/2" x 91/4" 1.5E TimberStrand® LSL 2 Stud wall 3.00" 2.35" 2950 / 1539 / 014489 L1: Blocking 1 Ply 1 1/2" x 91/4" 1.5E TimberStrand® LSL -See iLevel® Spectiers/Builders Guide for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 4376 -3572 12765 Passed (28%) Rt. end Span 1 under Snow loading Moment (Ft -Lbs) 10667 10667 14172 Passed (75%) MID Span 1 under Snow loading Live Load Defl (in) 0.295 0.325 Passed (L/396) MID Span 1 under Snow loading Total Load Defl (in) 0.449 0.488 Passed (L/260) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 10' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevelO warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel® Distribution product listed above. -Note: See iLevel® Specifiers/Builders Guide for multiple ply connection. PROJECT INFORMATION: GM Roth Montecalvo Residence North Andover, MA Copyright © 2009 by iLevel®, Federal Way, WA. TimberStrand® is a registered trademark of iLevel®. W:\TJ Beam Jobs\Dan\GM Roth\Montecalvo 5-18-09\Sunroom Header.sms OPERATOR INFORMATION: Matt Wright Milford Lumber Co. PO Box 489 72 Mont Vernon St Milford, NH 03055 Phone: 603-721-0228 Fax :603-721-0328 mwright@miffordlumber.com ( 11 • • Sunroom Header bfb ,err 3 Pcs of 1 1/2" x 9 1/4" 1.5E TimberStrand@ LSL TJ-Beame6.35S� ODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND User: 1 5/18/200 0 P Page 2 Engine Version: 6.35.0 LOADS LISTED Load Group: Primary Load Group 9' 9.00" ^ Max. Vertical Reaction Total (lbs) 4489 4489 Max. Vertical Reaction Live (lbs) 2950 2950 Required Bearing Length in 2.35(W) 2.35(W) Max. Unbraced Length (in) 120 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 1224 -1224 Max Shear at Support (lbs) 1500 -1500 Member Reaction (lbs) 1500 1500 Support Reaction (lbs) 1539 1539 Moment (Ft -Lbs) 3657 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 1583 -1583 Max Shear at Support (lbs) 1939 -1939 Member Reaction (lbs) 1939 1939 Support Reaction (lbs) 1989 1989 Moment (Ft -Lbs) 4726 Live Deflection (in) 0.045 Total Deflection (in) 0.199 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 3572 -3572 Max Shear at Support (lbs) 4376 -4376 Member Reaction (lbs) 4376 4376 Support Reaction (lbs) 4489 4489 Moment (Ft -Lbs) 10667 Live Deflection (in) 0.295 Total Deflection (in) 0.449 PROJECT INFORMATION: OPERATOR INFORMAT GM Roth Matt Wright Milford Lumber Co. Montecalvo Residence PO Box 489 North Andover, MA 72 Mont Vernon St Milford, NH 03055 Phone: 603-721-0228 Fax :603-721-0328 mwdght@milfordiumber.com Copyright © 2009 by iLevel®, Federal Way, WA. TimberStrand® is a registered trademark of iLevel®. W:\TJ Beam Jobs\Dan\GM Roth\Montecalvo 5-18-09\Sunroom Header.sms 11 (11= Beam Over Bedroom b# kart x� 3 Pcs of 13/4" x 9 114" 1.9E Microllam@ LVL User:1m®6.35s hprrMODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND User:1 5/22/200 5 Page 1 Engine Version: 6.35.0 LOADS LISTED Member Slope: OM2 Roof Slope7M2 Overall Dimension: 18' —8'10 W" All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group - Snow (psf): 50.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Unifonn(plf) Snow(1.15) 750.0 270.0 0 To 18' Replaces Roof Load Unifonn(plf) Floor(1.00) 140.0 70.0 0 To 18' Adds To Ceiling Load SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Stud wall 5.50" 2.16" 3521 / 1294 / 0 / 4815 L1: Blocking 1 Ply 13/4" x 91/4" 1.9E Microllam@ LVL 2 Wood column 3.50" 3.42" 9643 / 3829 / 0 /13473 L5 None 3 Stud wall 5.50" 2.09" 3414 / 1238 / 0 / 4653 L1: Blocking 1 Ply 13/4" x 91/4" 1.9E Microllam@ LVL -See iLevel@ Specifiel's/Builder's Guide for detail(s): L1: Blocking,1_5 DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) -6795 -5655 10611 Passed (53%) Rt. end Span 1 under Snow loading Moment (Ft -Lbs) -11682 -11682 19327 Passed (60%) Bearing 2 under Snow loading Live Load Defl (in) 0.121 0.293 Passed (L/874) MID Span 1 under Snow ALTERNATE span loading Total Load Defl (in) 0.156 0.440 Passed (L/675) MID Span 1 under Snow ALTERNATE span loading -Deflection Criteria: STAN DARD(LL:L/360,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 18' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel@ Distribution product listed above. -Note: See iLevel@ Specifiers/Builder's Guide for multiple ply connection. PROJECT INFORMATION: GM Roth Montecalvo Residence North Andover, MA Copyright @ 2009 by iLevelO, Federal Way, WA. Microllam® is a registered trademark of iLevel@. W:\TJ Beam Jobs\Dan\GM Roth\Montecalvo 5-18-09\Bedrrom Header Opt#2.sms OPERATOR INFORMATION: Matt Wright Milford Lumber Co. PO Box 489 72 Mont Vernon Sl Milford, NH 03055 Phone : 603-721-0228 Fax 603-721-0328 mwdght@milfordlumber.com ■ • '� Beam Over Bedroom r ,hEts�, 3 Pcs of 13/4 x 9 1/4" 1.9E Microllam® LVL TJ-BeaUser:Im®6.35s 0. ODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND User:1 5/22/200 5 Paget Engine Version: 6.35.0 LOADS LISTED Load Group: Primary Load Group ^ 8' 9.50" 8' 6.50" ^ Max. Vertical Reaction Total (lbs) 4815 13473 4653 Max. Vertical Reaction Live (lbs) 3521 9643 3414 Required Bearing Length in 2.16(W) 3.42(S) 2.09(W) Max. Unbraced Length (in) 216 216 216 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 859 -1607 1574 -804 Max Shear at Support (lbs) 1176 -1931 1898 -1121 Member Reaction (lbs) 1176 3829 1121 Support Reaction (lbs) 1294 3829 1238 Moment (Ft -Lbs) 1956 -3320 1777 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 1200 -2244 2198 -1123 Max Shear at Support (lbs) 1642 -2696 2650 -1565 Member Reaction (lbs) 1642 5346 1565 Support Reaction (lbs) 1806 5346 1729 Moment (Ft -Lbs) 2731 -4635 2481 Live Deflection (in) 0.014 0.012 Total Deflection (in) 0.050 0.042 ALTERNATE span loading on odd # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 1271 -2172 1654 -724 Max Shear at Support (lbs) 1713 -2625 1978 -1040 Member Reaction (lbs) 1713 4603 1040 Support Reaction (lbs) 1878 4603 1154 Moment (Ft -Lbs) 2974 -4006 1531 Live Deflection (in) 0.023 -0.009 Total Deflection (in) 0.058 0.022 ALTERNATE span loading on even # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 788 -1679 2117 -1203 Max Shear at Support (lbs) 1104 -2003 2570 -1645 Member Reaction (lbs) 1104 4572 1645 Support Reaction (lbs) 1218 4572 1809 Moment (Ft -Lbs) 1725 -3949 2742 Live Deflection (in) -0.009 0.020 Total Deflection (in) 0.028 0.050 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 3023 -5655 5538 -2829 Max Shear at Support (lbs) 4137 -6795 6678 -3943 Member Reaction (lbs) 4137 13473 3943 Support Reaction (lbs) 4552 13473 4357 Moment (Ft -Lbs) 6883 -11682 6251 Live Deflection (in) 0.091 0.076 Total Deflection (in) 0.126 0.106 PROJECT INFORMATION: GM Roth Montecalvo Residence North Andover, MA Copyright © 2009 by iLevelo, Federal Way, WA. Microllan,a is a registered trademark of iLevel®. W:\TJ Beam Jobs\Dan\GM Roth\Montecalvo 5-18-09\Bedrrom Header Opt42.sms OPERATOR INFORMATION: Matt Wright Milford Lumber Co. PO Box 489 72 Mont Vernon St Milford, NH 03055 Phone: 603-721-0228 Fax :603-721-0328 mwdght@miffordlumber.com Beam Over Bedroom b ;yA,h4,,,x . 3 Pcs of 13/4" x 91/4" 1.9E Microllam® LVL TJ-BUser: 1m5/2 O Or�MODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND User: 1 5/22/2009 �dt�'5� A� Page 3 Engine Version: 6.35.0 LOADS LISTED ALTERNATE span loading on odd # spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 3287 -5391 3540 -1362 Max Shear at Support (lbs) 4400 -6531 4208 -2014 Member Reaction (lbs) 4400 10739 2014 Support Reaction (lbs) 4815 10739 2253 Moment (Ft -Lbs) 7786 -9367 2785 Live Deflection (in) 0.121 0.006 Total Deflection (in) 0.156 0.034 ALTERNATE span loading on even # spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 1508 -3576 5243 -3124 Max Shear at Support (lbs) 2160 -4244 6383 -4238 Member Reaction (lbs) 2160 10626 4238 Support Reaction (lbs) 2399 10626 4653 Moment (Ft -Lbs) 3204 -9158 7223 Live Deflection (in) 0.012 0.107 Total Deflection (in) 0.046 0.136 PROJECT INFORMATION: GM Roth Montecalvo Residence North Andover, MA Copyright © 2009 by iLevel@, Federal Way, WA. Microllam® is a registered trademark of iLevel®. W:\TJ Beam Jobs\Dan\GM Roth\Montecalvo 5-18-09\Bedrrom Header Opt#2.sms OPERATOR INFORMATION: Matt Wright Milford Lumber Co. PO Box 489 72 Mont Vernon St Milford, NH 03055 Phone: 603-721-0228 Fax :603-721-0328 mwdght@miffordiumber.com I Permit # Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Montecalvo Addition Report Date: 05/22/09 Data filename: C:\Program Files\Check\REScheck\MONTECALVO2.rck Energy Code: 2003 IECC Location: North Andover, Massachusetts Construction Type: Single Family Glazing Area Percentage: 21% Heating Degree Days: 6322 Construction Site: Owner/Agent: Designer/Contractor: 66 settlers ridge road 66 settlers ridge road GM Roth Design Remodeling north andover, MA north andover, MA 12 Murphy Drive nashua, NH 03062 603-880-3761 MISIT• • 1 • • • 1 Ceiling 1: Flat Ceiling or Scissor Truss: 252 37.0 0.0 8 Wall 1: Wood Frame, 16" o.c.: 247 19.0 0.0 11 Window 1: Wood Frame:Double Pane with Low -E: 50 0.350 18 Window 2: Wood Frame:Double Pane: 21 0.350 7 Wall 2: Wood Frame, 16" o.c.: 318 19.0 0.0 14 Window 3: Wood Frame:Double Pane with Low -E: 17 0.350 6 Window 4: Wood Frame:Double Pane with Low -E: 33 0.350 12 Window 5: Wood Frame:Double Pane with Low -E: 17 0.350 6 Window 6: Wood Frame:Double Pane with Low -E: 23 0.350 8 Wall 3: Wood Frame, 16" o.c.: 247 19.0 0.0 11 Window 7: Wood Frame:Double Pane with Low -E: 17 0.350 6 Window 8: Wood Frame:Double Pane with Low -E: 14 0.350 5 Door 1: Glass: 40 0.350 14 Wall 4: Wood Frame, 16" o.c.: 318 19.0 0.0 19 Basement Wall 1: Solid Concrete or Masonry: 144 19.0 0.0 6 Window 9: Vinyl Frame:Double Pane: 8 0.550 4 Basement Wall 2: Solid Concrete or Masonry: 112 19.0 0.0 5 Basement Wall 3: Solid Concrete or Masonry: 144 19.0 0.0 6 Basement Wall 4: Solid Concrete or Masonry: 112 19.0 0.0 5 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. LISA MEL VIN Builder/Designer Montecalvo Addition 6. M. " ogK (GN F2Ee+10 A Ec uJ-V6 Company Name S-zz-off Date Page 1 of 5 CREScheck Software Version 3.7.3 NJ( Inspection Checklist Date: 05/22/09 Ceilings: ❑ Ceiling 1: Flat Ceiling or Scissor Truss, R-37.0 cavity insulation Comments: Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: side wall ❑ Wall 2: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: gable wall ❑ Wall 3: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: side wall ❑ Wall 4: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: existing wall at main level only Basement Walls: ❑ Basement Wall 1: Solid Concrete or Masonry, 8.0' ht/7.0' bg/8.0' insul, R-19.0 cavity insulation r„ . fc ❑ Basement Wall 2: Solid Concrete or Masonry, 8.0' ht/7.0' bg/8.0' insul, R-19.0 cavity insulation Comments: ❑ Basement Wall 3: Solid Concrete or Masonry, 8.0' ht/7.0' bg/8.0' insul, R-19.0 cavity insulation Comments: ❑ Basement Wall 4: Solid Concrete or Masonry, 8.0' ht/7.0' bg/8.0' insul, R-19.0 cavity insulation Comments: Windows: ❑ Window 1: Wood Frame:Double Pane with Low -E, U -factor: 0.350 For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: C ❑ Window 2: Wood Frame:Double Pane, U -factor: 0.350 For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: E ❑ Window 3: Wood Frame:Double Pane with Low -E, U -factor: 0.350 For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: A ❑ Window 4: Wood Frame:Double Pane with Low -E, U -factor: 0.350 For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: B ❑ Window 5: Wood Frame:Double Pane with Low -E, U -factor: 0.350 For windows without labeled Ll -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: A ❑ Window 6: Wood Frame:Double Pane with Low -E, U -factor: 0.350 Montecalvo Addition Page 2 of 5 For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Comments: EXISTING "D" ❑ Window 7: Wood Frame:Double Pane with Low -E, U -factor: 0.350 For windows without labeled U -factors, describe features: #Panes Frame Type Comments: A Yes Thermal Break? Yes ❑ Window 8: Wood Frame:Double Pane with Low -E, U -factor: 0.350 For windows without labeled U -factors, describe features: #Panes Frame Type Comments: F Thermal Break? Yes ❑ Window 9: Vinyl Frame:Double Pane, U -factor: 0.550 For windows without labeled U -factors, describe features: #Panes Frame Type _ Comments: Doors: ❑ Door 1: Glass, U -factor: 0.350 Comments: Thermal Break? Yes No No No No Air Leakage: ❑ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. If non -IC rated, the fixture must be installed with a 3" clearance from insulation. Skylights: ❑ Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19. Vapor Retarder: ❑ Required on the warm -in -winter side of all non -vented framed ceilings, walls, and floors. Materials Identification: ❑ Materials and equipment must be installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R -values and glazing U -factors must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building must be insulated to R-8. ❑ Return ducts in unconditioned attics or outside the building must be insulated to R-4. ❑ Supply ducts in unconditioned spaces must be insulated to R-8. ❑ Return ducts in unconditioned spaces (except basements) must be insulated to R-2. ❑ Where exterior walls are used as plenums, the wall must be insulated to R-8. ❑ Insulation is not required on return ducts in basements. Duct Construction: ❑ Duct connections to flanges of air distribution system equipment must be sealed and mechanically fastened. ❑ All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic -plus -embedded -fabric, or tapes. Tapes and mastics must be rated UL 181 A or UL 181 B. Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Montecalvo Addition Page 3 of 5 Service Water Heating: ❑ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Montecalvo Addition Page 4 of 5 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Table 2: Minimum Insulation Thickness for HVAC Pipes Piping System Types Fluid Temp. Range ff ) Insulation Thickness in Inches by Pipe Sizes 2.0 Low Pressure/Temperature Non -Circulating Runouts Circulating Mains and Runouts Heated Water Any Cooling Systems 2.0 Chilled Water, Refrigerant and Temperature (°F) Up to 1" Up to 1.25' 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Piping System Types Fluid Temp. Range ff ) Heating Systems 2.0 Low Pressure/Temperature 201-250 Low Temperature 106-200 Steam Condensate (for feed water) Any Cooling Systems 2.0 Chilled Water, Refrigerant and 40-55 Brine Below 40 NOTES TO FIELD: (Building Department Use Only) Montecalvo Addition Insulation Thickness in Inches by Pipe Sizes 2" Runouts 1" and Less 1.25' to 2.0" 2.5' to 4" 1.0 1.5 1.5 2.0 0.5 1.0 1.0 1.5 1.0 1.0 1.5 2.0 0.5 0.5 0.75 1.0 1.0 1.0 1.5 1.5 Page 5 of 5