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Building Permit #356 - 103 BARKER STREET 11/2/2006
TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION cf "ORT USO •'+ •. °oAppROVED Permit NO: ~ p Date Received r' Date Issued: CHUS,qty IMPORTANT: Applicant must complete all items on this page LOCATION l 0-� Pri nt PROPERTY OWNER Print MAP NO.: PARCEL: \ O ZONING DISTRICT: TYPE AND USE OF BUILDING HISTORIC DISTRICT YES ❑ TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building (One family A(Addition ❑Two or more family ❑ Industrial Alteration No. of units: Repair, replacement ❑ Assessory Bldg ❑Commercial Demolition Moving(relocation) ❑Other ❑ Others: Foundation onl DESCRIPTION OF WORK TO BE PREFORMED 555 � �a�.\'�o�J w,�� s�ccase v��eC. Ft�ccreCS @acch Identification Please Type or Print Clearly) OWNER: Name: '-�\M 6l\" faZ�`i vJ \\' �S Phone: 006 roa.�'o 0 Address: CONTRACTOR Name: Phone:��< VA13 Address: \0 Supervisor's Construction License:_ O�"�y�� Exp. Date: Home Improvement License: \\�"�53 Exp. Date: Q�% ARCHITECT/ENGINEER Name: Phone: address: Reg. No. FEE SCHEDULE.BULDING PERM/T.SI2.00 PER$1000.00 OF THE TOTAL ESTI, ATED COST BASED ON$125.00 PER S.F. Total Project Cost :$ \ Q,4� FEE:$_"a.,\\o Q, g3 Check No.: 7Receipt No.: I I r Location 7" No. 3 n Date NORTq TOWN OF NORTH ANDOVER Of� �'O ,•,q•C 3? i • O � 9 ti • � ; . Certificate of Occupancy $ Building/Frame/Frame Permit Fee $ a s�CHust 9 a. Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 19753 Building Inspector I I I i I TYPE OF SEWERAGE DISPOSAL Swimming Pools G Tanning/Massage/Body Art Public Sewer X Tobacco Sales Food Packaging/Sales ❑ F Well Permanent Dumpster on Site �� f Private(septic tank,etc. ij _ Electric Meter location to project NOTE: Persons contracting with unregistered contractors do not have access to the guarani fund Signature of Agent/Owner Signature of contracto Plans Submitted ❑ /Plans Waived ❑ Certified Plot Plan ❑ S mped Plans ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF- U FORM I DATE REJECTED DATE APPROVED I PLANNING & DEVELOPMENT ❑ ❑ COMMENTS _ D E REJECTED DATE APPROVED CONSERVATIO ❑ COMMENTS at (�' i DATE REJECTED DATE APPROVED HEALTH ❑ ❑ t COMMENTS r FIRE DEPARTMENT - Temp Dumpster on site yes Fire Department signature/date COMMENTS Zoning Board of Appeals: Variance, Petition No: "Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water&Sewer connection/Signature& Date Driveway Permit Building Setback Front Yard Side Yard Rear Yard Re uired Provided Required Provides Required FLgrovided Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: NOTES and DATA— For department use r cia �"C-4 or. ff, 6�(c-J, Doc:INSPECTIONAL SERVICES DEPARTMENTIPFORM05 C"mied IAlc Jan 2006 J 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 o Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work Addition Or Decks ❑ Building Permit Application ❑ Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) 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 o Mass check Energy Compliance Report 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 Dnc:INSPECTIONAL SERVICES DEPAR'1'NEN'r:8PF0RhIIM Page 4 ot'4 5 i i Opliond 3'_o_ p"nq _ — Post L(Xdlon MD Flir 1Padcd Door Post Axl-tlnq Gaeraq� Xcf.Ondy) I 12813 Garaqc5/a6 5/ope 1=orDialnaqc i I 9,-„ 6 31 I8' !O,6 1-8 f't'q 28 x 28 x!4 Dp.F q I I !O"7_1k 3-1/2".5ted Ld/y(Typ)r.: I I 1 i --I F r - - - J 1 12813 �--� �--J I ' . r - - - - - - - - - - - I I It L - - - - - - - - - - - - - - /3 6,8„ 6,81' 618„ 200 NOTES: 1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED Fovndollon Plan BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. 5cad04611 Jw /)oil2. FOR ADDITIONAL FOUNDATION INFORMATION SEE CROSS SECTION. �: ani 15/GN 00 40$ i-' f=0 C! Pinny gr-1511R cmovc Laundry GL. �ar�il Den Kitchen Bath PClloveWadi5cdion rcriovc ff pepi, ,rxi-ting Window Propox4 A4Sifion -� /5f rl00/ jffXiS1i/7q ScdC:3//611 AN l`O" 4o' 4L P�cd �cd 27,x„ 25,x„ Pafh Path 2nd I'loor fxi5finq 5cde:3/IG„ . 1,O„ 1=lfc 00,Ux Ody yep Dini N -51G N N � N t 27'x" DenN 00 N �xi�finqIj I Gob 2fj'-fjl' Z N 3',4►, C/o a °p I I Kitchen d' O - To Bc MAW I � Pdh H \ N Gc'taofWdl I Poed Pouf Kl p G/�-3 Gi3 ---- CXISTING G\ u.l AOOMON - �4 (ref.Od Gla X82 --J Y rl ' I Alf aiinq T,:ZWd/ � 2'-10" bionGdl did Gdlirqt 18' 10'-611 I 2'8"Poc&Dow 264/0 ltddfffon ! , Laundry/Offcc 28„ 264/0 264/0 Gls fWO„ 4'-6" 42'-10')21_10" CA5 IV AA AP boc AAam A2! 2,9„ 5fafi Locaffon MD Gly G Gla „ -4-,- x,,10„ — 5, Z" D�c�F f140Zoe,Zo' Opllond 5faii Locdfon 1S'Deck l5f rloor Lropo-,-5ed 5cdc. 3/IG" 1'O" _ . . Plywood CGu--,xf--.s I Tilp/e 13/4"x Ven-30-Lan2.051005P Gdhedrd Rldge Dean i Rid � Uoub/e 13/4"x 7-1/4" `e ved ��--�--- Verxr-Lan 2.0 2800 DP — W/ndow fieadu ROOF CON-'5rPUG7'I0N., I I 1 2x10 Raffer�a/6"oc I/Z"GDX Plywood I I R 30/roddlon I2 Fdl RooNnq Pam W/PnoprrVai 8i,10� h�pldt 5fdi�glc� �v I I 51r�v�onTJcm�to II each roof Rdla � IB J WN.4-GON5T rUrION. ———— --- / Vented 5offlt2A6 s/6"o 5/uds R-15 Inx/dlon I I l/2"GDX Plywood 5/4"TeG Plywood Dulldlnq Paper Mdch FxhdInq I=V60r 17dlgm Nailed$CGlued 5/dinq.•Mdcb exl--4lnqN 11 11mil 11T I I II \ 5/LL: I I I-2eoU --- ---- 12,�6 G t. ---------- aagcGcJlJnq fo bc'S/8 Typo X \ 2x10.l6„or--I 5eder 2x6 KneeWdl FloorJol�d CR”) AmhorL'df�.6' Gyv��►�►BoardW/Plc,�fa� II 1 or- 12"Fion Gonrr� I I II I 4"rhk Min 5/ab I I Well Gonpad Par Prodlnq / Gravd Pda,Glade / Gloss 5ecfion f��ft Goss .5cd on D-D 5cc c"3/ICS" � I'O" 5co,- /V/6 s 1'O" NOTES: 1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. 2. FOR ADDITIONAL FOUNDATION INFORMATION SEE FOUNDATION PLAN. _ - Ywµw:il:"., - _.,e. .�.._F.{MPM�y._ -..vx,. PgR�'mxic>•.. .. ..,n .. i>gp+4yym-�rs•i -' .w - - - .. M'°kMlahn n r w -------- ---u iff IIII uaQd 13/4"x/6" I , Vcr_-Ia-Lar,2.0 3100 5P \ RUM FfaneW/Hagecv, ---------- I r r r —————————— II 1 II L � IIII I ,� „ I I II S-G11 I �j, Double l 3/4 x 9-I/4 I , Gdhedrd Pidgc Vino-Lan 2,0 3100 5P I Ocan Above II I 20' 3 Zxlo Plow l5/ )looi �ar�ilag Quad 13/4"x lG" 5cdc 3/161 = 1'0" I I I Vccw-Lan 2.0 2800 DI= Fxl�flnq Floor J61-4 I I Plush FraneW/llagcf-..-� G i-L---------------------- ---------� r----------------------- --------- Ili jl i I l j I I —,p / I I I OcanAbove I T, j I I I I rL l ----------------- 1I I r-1 L----------------------- ---------y II I I L------4 I l l Gra 5 5ecf ion G-G / 110 � 2nd Floor G 5calc: ' It = 110" -- e . .. ... „ a. .. .k a .. a , a r="w. : µ r«..Rs.�-s.'. w :,a4i .w. ry ..a •a+,� . .. a ..w.�+- • IZ' 13' 'D 3 Zx10 pl. 12"0 5onotubc I3eor►f3dow 4'Pdow aradc WlAnchor Poll 4x6 pf Po-4 Occk 41� --61-611 G'-G" 1' 5co/C:3/l6" = J'O" 15'Dcck I — — — — 2x8 p.,Pln Boar I/2"0 Lw Po/t-.>e16"oo 32,a813car7I � � ❑ ❑ - - - - - IIj , j , I ' l I I l . . . . . 81140"0 CIO/um I11 111 ILI I / 2046"o,-PPT, 10"0 5onotubc / 7,�„ 8, �,3„ �,3„ G,,G„ 7'3►� -'13dow 6iadc JO"0 5onotu6c I W/P;gfoot W l An or ol t� CGiadc \ Z-Zx8 pl. op (M/A) J, rOMC�5 Poch Ocl ad 5ca✓c-3/1C�11 = ro" Win ---- AN .. E- i i Opflond 3F-0pctnlnq i f'0 4Locd lon TSD 1=1ic riled Door Fxl-flnq Ga Wc (ref,.Od/y) f'oaf 28J3 Garaqc 5/ab 5/ope ForDralragc min l a l 131 r " i " 1 0 18' /01-61 1 8 !=f q 28"x 28"x 1-"Dp.l=f q I I 10"Pi 3-1/Z"SfeJ Ld/y(ryp) I — — — J 1' a ,. : . . . 8" I 11813 L---JI ' r- - - - - - - - - - - - J /t p t 1G'-9" OX 20' 15' 35' NOTES: 1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIEDovn�afion flan BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. 2. FOR ADDITIONAL FOUNDATION INFORMATION SEE CROSS SECTION. "-cal 3/1G" g 1'O" Now" E `/4' 14' PF-1 F-I �o e� Vining rcravc Landry GL. � Pen Kifchen fof/nq Pofh rerhove Wal/5edlon ,rxwliqWindow-..> I Piopoxd/add/f/on I i I I I -� /5f Floor fx 5filj I)uo ,Oo-2-lzj „O,! a 119/C,2P3� tu! s!x )oo u ,< yf°rd y�� P'Q irt-. -Z, .. .. . . - - Olnlnq N N N � N Den N U N �xi�tinr� Gab 3, - luxi-ting N 0 N C/o I � 1Cftc%n p ro Be Modified Oadlh Gccr cfWdl I P031 Pao/ '� O ADVOON �,_ I,► 00 (ref.Only) vc G/S Wdl /tddltion N Gdhedrd ceding Jt 18' 10'-6" I 2'8"Podd Door 964/0 Addition i 51-211 /� �. Lavadry/Office sed 28,, u-4l0 264/0 Gly 2'3/' 4'-/0 —)e- 4'-6 42 15 15 G!s IS' - /how Amu GlS Gas G>� 2� 5talr Locafion 7-00 51-2" �L 4,,!0114— 4,,!011 � 211 Deck 13' 20 Deck /t p� Opliond 5ta/r Location_ IV Deck hp/ rl oor Pfopo�ed Plywood Gu�xf� I 7-dp1c 1-3/`"x 11-7/8" i \ Vci-1-504-on 2.0 3/00 5P i Gdhcdrd P/dgc Peon �i,� \ �Doublc 13/4"x 9-1/4" Ridgc Vc d C ---------- Vcr--a-Lar,2.0 2800 DP I I \ Window lIcadd POOP GON5TRUr,-,TION. I I 1 2x10 Paffcr--,>a/6"or- //Z- - I I R 30/rou✓dlon //Z"GDX Plywood I I I /2 Pdf Roofing Pgva I / W/Proper Ve d 8 D A*ha#5h1ng1cv I I 5/rpom7-/to to CaahRoafRa(!d ----------/ IE WALL GON57 RUC7 ION. 256 s/6"ox- I I Veded 5offlf F-l3/nzidion / l/Z"GDX Plywood I I I 3/4"7-.G Plywoodflull&4 Poprr Mdch Fx1--f/n4/76of Hclght Nailed g Glued 5/dlnq.•Mdch Fx/afing I I T 22 lZLi xC�kd. ---------� 1-2-A6 pl. GaagcGdlinglo bc'3/BTypC X 2410 s/6"or_J W/5A 5cder Gyp�•►Boad w/Piaatcr \ 2 Knee Wdl " Plow Johd X30) Anchor Po✓f�s Vora I I ' 12"From Gomer i i 1 4"Thi Min 5/ab \X\/•\ I I • �. �� 4'MIn Lj Wdl Gompad Parr Proofing Gravd Pdow CGradc / Gio55 5ecfion A-A Go55 -'---.)cdion P-0 5cdc•3/IG" /lo" 5co% 3/1611 AW 11011 NOTES: 1 . ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. 2. FOR ADDITIONAL FOUNDATION INFORMATION SEE FOUNDATION PLAN. �\ �-------------- - ----------u ----------------------JI All IIII IIII FL Quad 13/4"x 16" z ver--w-Lan 2.0 3100 sP PluohPrancWI1>aveno, =-------- F----------------N----I IIII FL Uoub/c 13/4"x 9-I/4" ; Gafhcd d Pldgc / I� I Bcarr/fibovc Vcc-104an 2,0 3100 sP ii II 20' 6 3 ZxIO 13dow 15f I'looi ) ,rom nq 0uad 13/4"x 16" scc(c:3/1G" 1'O" Vcrsa-Lam 2.0 2800 DP fxl-4ln4 Ploot Jolt l=luohFrame W/lfaver / --------_ G �L---------------------- ------- Iir---------------------- — Ij II I I I I I i I 1 ii i � n Ii i I I I L J J Ff 'JJ J J J J I I I I _ I Gdhcdrd Pidgc II f3caw�/tbovc I rT II II r ---------- II J / r — — ' scdc•3/16" : 1,o„ 2nd Floor iar�inq G scab.. 3/161 = 1'O" 1/2"0 Lag L'olh� 12' to D 3-2x10 pi, 12"0 5onofubt 4W/'Below Gfad� Peon f�dow /tncliof Bolt 4x6 pl,Pouf 04 4 4 -,um I Occk Frominq 6'-611 61-611 e- 100 5ca/c. 3/1C�" = 1'O" IVPeck 71 20 p,,KIn PJoord I 112"o Lag Po/l--->016"oc- F-I FEI F 3 Z,aB aCa/7 I I 8"-10"0 Golurm I I I / 20016"o c-P.T. 3„ G,�„ 7, 3„ 10 5onofulx 4'Pdow afadc lO"0 5onotubc WlAndroi Poll-* W/f3/gfoot Giadc 2 2x8 pi, 4xG pf.Pouf �I (min) Pa -mcr5 Porch Oclod 5cdc:3/1G" so 110" noises Double 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP Floor Ba 01 'BC CALC®9.3 Design Report-US 1 span No cantilevers 0/12 slope Thursday, October 26, 200 15:21 Build 057 File Name: BC CALC Project Job Name: Williams Description: FB01 Address: 103 Barker Street Specifier: Gregory R. Doyle City, State,Zip: North Andover, MA Designer: Customer: John Hunt Company: Code reports: ESR-1040 Misc: 2 3 1 rm s ., .. ..yam... 13-00-00 � BO 61 LL 1235 lbs LL 1235 lbs DL 1132 lbs DL 1132 lbs Total of Horizontal Design Spans=13-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area(psf) Left 00-00-00 13-00-00 40 10 01-00-00 2 Unf. Lin. (plf) Left 00-00-00 13-00-00 0 80 n/a 3 Unf.Area(psf) Left 00-00-00 13-00-00 30 15 05-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 7692 ft-lbs 58.0% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 2059 lbs 33.5% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U308(0.507') 78.0% 1 1 output as evidence of suitability for Live Load Defl. U590 (0.264") 61.0% 1 1 particular application.Output here based Max Defl. 0.507' 50.7% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 16.9 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable Design meets Code minimum(L1240)Total load deflection criteria. building codes.To obtain Installation Guide or ask questions,please call Design meets Code minimum(U360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALC®, BC FRAMERS,AJSTM, Minimum bearing length for B1 is 1-1/2". ALLJOISTO,BC RIM BOARD-, BCI®, Entered/Displayed Horizontal Span Length(s) =Clear Span+ 1/2 min. end bearing+ BOISE GLULAMT"" SIMPLE FRAMING 1/2 intermediate bearing SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are User Notes trademarks of Boise Wood Products, Beam A. Beam in First Floor Framing L.L.C. Connection Diagram b d a • r• • a minimum=2" c=5-1/4" b minimum= 3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 BOISE" Quadruple 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor BeamT1303 BC CALC®9.3 Design Report-US 1 span I No cantilevers 10/12 slope Thursday, October 26, 2006 15:26 Build 057 File Name: BC CALC Project Job Name: Williams Description: FB03 Address: 103 Barker Street Specifier: Gregory R. Doyle City, State,Zip: North Andover, MA Designer: Customer: John Hunt Company: Code reports: ESR-1040 Misc: 5 2 4 3 1 1, m:. 16-07-00 BO LL 8851 lbs DL 4149 lbs LL 8287 lbbss DL 3879 lbs Total of Horizontal Design Spans=16-07-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area(psf) Left 00-00-00 16-07-00 30 10 07-06-00 2 Unf. Lin. (plf) Left 00-00-00 16-07-00 0 80 n/a 3 Unf.Area(psf) Left 00-00-00 16-07-00 30 10 07-06-00 4 Unf.Area(psf) Left 00-00-00 16-07-00 30 10 13-00-00 5 Conc. Pt. (Ibs) Left 06-10-00 06-10-00 3208 1536 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 60080 ft-lbs 80.4% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 11269 lbs 53.0% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U335 (0.595") 71.7% 1 1 output as evidence of suitability for Live Load Defl. L/492(0.405") 73.2% 1 1 particular application.Output here based Max Defl. 0.595" 59.5% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 12.4 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable Design meets Code minimum(U240)Total load deflection criteria. building codes.To obtain Installation Guide Design meets Code minimum(U360) Live load deflection criteria. or ask questions,please call Design meets arbitrary(1") Maximum load deflection criteria. (800)232-0788 before installation. Minimum bearing length for BO is 2-1/2". BC CALC®,BC FRAMER®,AJSM Minimum bearing length for B1 is 2-3/8". ALLJOIST®, BC RIM BOARD TM, BCI®, Entered/Displayed Horizontal Span Length(s) =Clear Span+ 1/2 min.end bearing + BOISE GLULAM- SIMPLE FRAMING 1/2 intermediate bearing SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIMS, VERSA-STRAND®,VERSA-STUDS are User Notes trademarks of Boise Wood Products, Beam B. End wall Beam at Kitchen L.L.C. Connection Diagram a b d a I c •� • a minimum=2" c= 12" b minimum=2-1/2"d=6" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 1/2 in.Staggered Through Bolt Page 1 of 1 lsolsw Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1RB01 BC CALC®9.3 Design Report-US 1 span No cantilevers 10/12 slope Thursday, October 26, 2006 15:18 Build 057 File Name: BC CALC Project Job Name: Williams Description: RB01 Address: 103 Barker Street Specifier: Gregory R. Doyle City State,Zip: North Andover, MA Designer: Customer: John Hunt Company: Code reports: ESR-1040 Misc: �o 12 1 it . - A.., ..�,7 .. ..:. ,•ate_ ,., sa,v 18-04-00 BO 61 DL 1536 lbs DL 1536 lbs SL 3208 lbs SL 3208 lbs Total of Horizontal Design Spans=18-04-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area (psf) Left 00-00-00 18-04-00 15 35 10-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 21744 ft-lbs 59.2% 115% 3 1 - Internal Completeness and accuracy of input must End Shear 4194 lbs 30.8% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U245 (0.898") 73.5% 3 1 output as evidence of suitability for Live Load Defl. U362(0.607") 66.2% 3 1 particular application.Output here based Max Defl. 0.898" 89.8% 3 1 on building code-accepted design properties and analysis methods. Span/Depth 18.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable Design meets Code minimum(U180)Total load deflection criteria. building codes.To obtain Installation Guide or ask questions,please call Design meets Code minimum(U240) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALC®,BC FRAMER®,AJSTM, Minimum bearing length for B1 is 1-1/2". ALLJOIST®,BC RIM BOARD-,BCI®, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing + BOISE GLULAMT"" SIMPLE FRAMING 1/2 intermediate bearing SYSTEM®,VERSA-LAM®,VERSA-RIM Member Slope=0, consider drainage. PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, User Notes L.L.C. Beam C. Ridge Connection Diagram b —d a o � o c e o 0 0 a minimum=2 c=7-7/8" b minimum-3 d= 12" e minimum=3" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 5E- Double 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam1F1302 SBC CALC®9.3 Design Report-US 1 span No cantilevers 0/12 slope Thursday, October 26, 2006 15:24 j Build 057 File Name: BC CALC Project Job Name: Williams Description: FB02 Address: 103 Barker Street Specifier: Gregory R. Doyle City, State,Zip: North Andover, MA Designer: Customer: John Hunt Company: Code reports: ESR-1040 Misc: � z 06-08-00 BO 61 LL 1737 lbs DL 825 lbs D 1737 lbs DL 825 lbs Total of Horizontal Design Spans=06-08-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 126% Trib 1 Standard Load Unf.Area(psf) Left 00-00-00 06-08-00 40 10 01-00-00 2 Conc. Pt. (Ibs) Left 03-04-00 03-04-00 3208 1536 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 8193 ft-lbs 97.8% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 2524 lbs 52.3% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. U335 (0.239") 71.7% 1 1 output as evidence of suitability for Live Load Defl. U494 (0.162") 72.9% 1 1 particular application.Output here based Max Defl. 0.239" 23.9% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 11.0 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable Design meets Code minimum(U240)Total load deflection criteria. building codes.To obtain Installation Guide or ask questions,please call Design meets Code minimum(U360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALC®, BC FRAMER®,AJS-, Minimum bearing length for B1 is 1-1/2". ALLJOIST®,BC RIM BOARD M,BCI®, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ BOISE GLULAMT"' SIMPLE FRAMING 1/2 intermediate bearing SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are User Notes trademarks of Boise Wood Products, Beam D. Gable Header L.L.C. Connection Diagram b d a c a minimum=2" c=3-1/4" b minimum= 3" d= 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Page 1 of 1 ESTIMATE (978)640-0967 O Date Estimate# Lic.#059489 8/26/2006 114 Reg.# 116953 Additions -Remodeling Customer Company Patty Williams JOHN J HUNT CONSTRUCTION 103 Barker rd 32 Birch street North Andover,MA 01845 Lowell,MA, 01852 I Description Amount ESTIMATE FOR ADDITION,FARMERS PORCH,REAR DECK,KITCHEN AND FINISHED BASEMENT PRICE INCLUDES: Removal of existing rear deck and concrete block retaining wall(wall to be re-used) Excavate foundation hole for 555 sq ft addition 20"x 10"poured concrete footings. 10" concrete foundation with 2 windows.(height to match existing) 4" concrete floor over compacted gravel. Damproofing of foundation below grade. Concrete cut in existing foundation.(fire door to existing basement) Re-assembly concrete block retaining wall Backfill and grade as needed(material to remain on site?) Complete addition frame per plan,with materials as specified 30 yr asphalt roof shingles with drip edge and ice shield to match existing WINDOWS: All windows to have low-e-glass,exterior trim,grids,jambs and screens 2 Harvey 605-3 triple casement with stationary center 6 Harvey 205 casement windows 2/2842-2 Harvey vicon double hungs 2/AWN 21 awning windows 1/4836-2 with fire egress hardware. 1/G 15 shaped top window(over 605-2) 1/36" 9-lite smooth star fiberglass entrance door with knobset and deadbolt. l/36" 6 panel fiberglass fire door(into existing basement) I/9'x 7'garage door with motor,remote and keypad to match existing Total Page 1 ESTIMATE Date Estimate# (978)640-0967 O a Lic.#059489 8/26/2006 114 Reg.#116953 Additions -remodeling Customer Company Patty Williams JOHN J HUNT CONSTRUCTION 103 Barker rd 32 Birch street North Andover,MA 01845 Lowell,MA, 01852 i i Description Amount Tyvec housewrap exterior Vinyl siding with full aluminum trim coverage to match existing(color may vary) White seamless aluminum gutters with downspouts(80'allowance) 40'x"q farmers porch with 2"x 6"pressure treated frame Timbertec 5/4 decking face screwed White timbertec railings with sq balusters and 5"x 5" sq post 2"x6" ceiling joists with 2"x 8"rafters Roof to match existing. Vinyl headboard ceiling Vinyl beadboard under wrapped with Azec trimboard 192 sq ft rear deck framed with materials as specified. Timbertec 5/4 decking face screwed White Timbertec railings with sq balusters Vinyl Lattice under wrapped with Azec trim boards. Remove existing office,bathroom and 2nd fl bedroom window Install new windows per plan,finish interior and exterior Remove existing kitchen cabinets and countertop Strip kitchen walls as needed for electrical and plumbing. ELECTRICAL: Remove and relocate wires as needed for framing. Exterior;4 recessed lights farmers porch ceiling,2 lights at rear porch 1 rear spot,2 exterior outlets. Garage,2 ceiling lights, 1 outlet,door opener Remove wiring from existing laundry room. Tota! Page 2 ESTIMATE (978)640-0967 Date Estimate# Lic.#059489 8/26/2006 114 Reg.#116953 Additions -Remodeling Customer Company Patty Williams JOHN J HUNT CONSTRUCTION 103 Barker rd 32 Birch street North Andover,MA 01845 Lowell,MA, 01852 Description Amount Laundry/office,washer,dryer, 1 center light fixture, I phone, 1 cable. Mud room, 1 center fixture,outlets to code. Family room 4 recessed lights, 1 ceiling fan,2 wall scones, Iphone and cable outlets to code,wire gas stove. Pantry, 1 center fixture Kitchen, 7 recessed lights,outlets to code, Smoke and carbon monoxide detectors per fire dept Wire additional heat zone 2 air handlers and 2 compressors PLUMBING: Remove existing water and drains from laundry room. Water lines drains and venting for new laundry room Plumbing for new kitchen Kitchen sink and faucet($500.00 allowance) Baseboard heat new addition, laundry and mud room(new zone) Allowance for 3 gas lines,kitchen stove, fireplace and dryer, A-C 2 1/2 ton air handler with 2 1/2 ton compressor 2nd floor 3 ton air handler with 3 ton compressor 1 st floor All ductwork 2 thermostats Gas fireplace with mantel and tile front($3000.00 allowance) Insulation per plan. 1/2"blueboard hung and plastered with smooth walls and textured ceilings 2 paneled masonite bi-fold set-ups Tota Page 3 I ESTIMATE (978)640-0967 O Date Estimate# t_ic.#059489 8/26/2006 114 Reg.#116953 Additions -Remodeling Customer Company Patty Williams JOHN J HUNT CONSTRUCTION 103 Barker rd 32 Birch street `North Andover,MA 01845 Lowell,MA, 01852 i I i Description Amount 1/30" 6 panel solid core masonite pocket door. 16 panel pantry door Installation of kitchen cabinets and hardware($10,000.00 cabinet allowance) Solid surface countertop($5,000.00 allowance) Baseboard and window trim to match existing(paint grade) Prime&paint, laundry/office,mud room,family room addition and kitchen. Remove existing family room carpet. White oak hardwood existing family room. Remove existing ceramic tile floor kitchen,hall to bath,bathroom and front foyer Remove ceramic tile underlayment White oak hardwood,new family room,with offic,foyer,kitchen and hall to bath. Ceramic tile bathroom and new mudroom.($3.00 ft tile allowance) BASEMENT: 1/ 12'x 24'finished room in basement Electrical outlets to code, 1 phone, 1 cable,4 ceiling lights Baseboard heat with additional zone. R-13 insulation exterior walls 1/2" blueboard hung and plastered with smooth walls Ceiling to be determined(suspended or plaster?) Prime and paint 2 doors Baseboard and window trim. Carpet allowance 32 yds at$20.00 per yd=$640.00 Removal of all debris. North Andover building permits Total Page 4 ESTIMATE i (978)640-0967 O Date Estimate# Lic.#059489 8/26/2006 114 Reg.#116953 Additions -Remodeling Customer Company i Patty Williams JOHN J HUNT CONSTRUCTION 103 Barker rd 32 Birch street North Andover,MA 01845 Lowell,MA, 01852 i i i Description Amount I INCLUDES MATERIALS AND LABOR 180 i TOTAL ,000.00 Does not include any surface mounted light fixtures,finish landscaping(grade only,no i loam or seeding.) Storm/screen door $180,000.00 Total Page 5 Additions -Remodeling 10 Foster Road Tewksbury,MA,01876 (978)640-0967 Lic.#059489 Reg.# 116953 ACCEPTANCE OF PROPOSAL All material and labor is guaranteed to be as specified and performed in accordance with the specifications submitted and completed in a substantial workmanlike manner with payments to be made as follows: Deposit: $25,714.00 2°d Payment: $25,714.00 Upon completion of foundation and site work. Yd Payment: $25,714.00 Addition framed and roofed. 4th Payment: $25 714.00 Upon completion of windows installed, rough electric,rough heat,rough A/C. 5th Payment: $25,714.00 Upon completion of plaster and interior trim. L O 6th Payment: $25,714.00 Upon completion of kitchen cabinets installed. 7"Payment: upon completion of painting and farmer's porch. Final Payment: ti-A 5�t Upon completion of finish flooring. Any alterations or deviation from above specifications will result in additional charges. Respectfully Submitted: 16-16 '06 The above prices, specifications, and conditions are satisfactory and are hereby accepted. You are authorized to do the work as indicated. Payments to be made as outlined above. Signature: Date: Signature: Date: l (Z)))7 i T1 e BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number. CS 059489 Birthdate: 08/1911961 Expires:08/19/2008 Tr.no: 933.0 j Restricted: 00 JOHN J HUNT 10 FOSTER RD TEWKSBURY, MA 01876. Commissioonn Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR ' f Registration: 116953 Expiration: 818!2008 Type: DBA JOHN J HUNT CONSTRUCTION JOHN HUNT I 10 FOSTER RD. ay,,� { TEWKSBURY,MA 01876 Deputy Administrator From:Susan Stater At Hub international New Eng1aW LLC FaDdU.HUB intemanonal rule Io:Jonn tium Uam:TU/T rraxlo U4-.w r-M r-uve.L W s DATE MMIDDIYYYY) ACORD CERTIFICATE OF LIABILITY INSURANCE HUNT)i 10/17/04 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HUB International New England HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 299 Ballardvale St ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Wilmington MA 01887 Phone:978-657-5100 Fax:978-658-9185 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A National Grange mutual Ina. Co INSURER B: Safety Insurance Company John J. Hunt Construction INSURER C. ]associated Explayers Im C*. 10 Faster Road INSURER D. Tewksbury MA 01876 INSURER E: COVERAGES 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 DOCUMEW 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSK TYPE OF INSURANCEPOLICY NUMBER DATE(MMIDDIYY) DATE(MR4DD1YY) LIMITS GENERAL UABAM EACH OCCURRENCE $1,000,000 A X COMMERCIAL GENERAL LIABILITY NPS00751 03/22/06 03/22/07 =S(Eaocourence) $500,000 CLAIMS MADEX]OCCUR MED EXP(AW orie person) $10,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 CENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMA'/OP AGG s2,000,000 POLICY n Jr LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT B ANY AUTO 2415633 10/12/06 10/12/07 (EaecaW) $ ALL OWNED AUTOS BODILY INJURY X SCHEDULED AUTOS (Per person► $100, 00 X HIRED AUTOS BODILY INJURY X NON-OWNEDAUTOS (Perm) $300,000 PROPERTY DAMAGE $100,000 (Per accidert) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ L�ANY AUTO OTHER THAN EA ACC $ AUTOONLY: AGC $ EXCESSA MBRELLA LIABILITY EACH OCCURRENCE $ OCCUR ❑CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND TORY LIMITS ER C EMPLOYERS'LIABILITY NCC5002297012006 03/22/06 03/22/07 E.L.EACHACCIDEdT $100000 ANY PROPRIETORIPARTNERIEXECUTIVE O FICERMEI ER EXCLUDED? E.L.DISEASE EA EMPLOYEE $100000 If yes.describe betcmr leradar SPECIAL PRE.L.DISEASE POLICY LIMB s500000 S OTHER A Commercial Applica MRSO0751 03/22/06 03/22/07 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION EYID„O l SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCEILL ED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRMTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LST,BUT FAILURE TO DO SO SHALL Evidence of Coverage IMPOSE NO OBLIGATION OR LIABI-RY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AtlTH RES NTAT(VE 1 � / ACORD 25(2001108) ©ACORD CORPORATION 1988 {l \ The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations t / 600 Washington Street °. ;ilii [k Boston, MA 02111 www.mass.govldia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Address: \0 �7o S�\e C City/State/Zip: "A ,c�A, o�$Zb Phone \o'kO - O':YbJ Are you an employer?Check the appropriate box: Type of project(required): 1.®. I am a employer with 7, 4. ❑ I am a general contractor and 1 6. ❑ New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. + 7. Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 101-1 Electrical repairs or additions 3.❑ 1 am a homeowner doing all work right of exemption per MGL I I.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §](4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#I 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. aContractors that check this box mist 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: 4PI, It\� v\_ \o -F,OS Policy#or Self-ins. Lic.#: \J'Z_r, 0 \3.00\0 Expiration Date: 74- Job Site Address: \0_3 4F1C1lec 5''� , iso ��2cJy�C . cr(� City/State/Zip: O\�byrj 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. I do hereby certify a de the pains and of perjury that the information provided above is true and correct. Si 7nature: Date: %0-76-0,6 Phone#: co S - 6 ti0 -O0) b`7 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#: Permit# Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Williams Residence Report Date: 10/26/06 Data filename:C:\Program Files\Check\REScheck\Williams.rck Energy Code: 2000 IECC Location: North Andover,Massachusetts Construction Type: Single Family Glazing Area Percentage: 20% Heating Degree Days: 6322 Construction Site: Owner/Agent: Designer/Contractor: 103 Barker St. North Andover,MA 01845 . . . . .• Cavity Assembly . s•. Ceiling 1:Cathedral Ceiling(no attic): 609 30.0 0.0 21 Wall 1:Wood Frame,16"o.c.: 648 13.0 0.0 41 Window 1:Vinyl Frame:Double Pane with Low-E: 132 0.340 45 Door 1:Solid: 20 0.380 8 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 555 30.0 0.0 18 Boiler 1:Gas-Fired Steam:82 AFUE 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 2000 IECC requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Company Name Date Williams Residence Page 1 of 4 t REScheck Software Version 3.7.3 Inspection Checklist Date: 10/26/06 Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.380 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Boiler 1:Gas-Fired Steam:82 AFUE or higher Make and Model Number: 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. 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,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts in unconditioned spaces must be insulated to R-5.Ducts outside the building must be insulated to R-6.5. Duct Construction: ❑ All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), Williams Residence Page 2 of 4 ti mastic-plus-embedded-fabric,or tapes.Tapes and mastics must be rated UL 181A 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. 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. Williams Residence Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water 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 Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range ff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Williams Residence Page 4 of 4 NORTH 0 0 _ .. Andover No. o over., > Mass. ��• Z ' O o = �A If, COCKICKEWICK ADRATE D S BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR THIS CERTIFIES THAT.... .... ... �.. .... I I.I�!/!N.. ............................. ..................... Foundation has permission to erect........................................ buildings on /#.3......... �.. .... ........�....se...... ough to be occupied as.ddof..� ... .... . iv*- .... ,. .. ..�M40 a Chimney � Chim e provided that the person accepti this permit all in every respe�c... to the Terms of the app ation on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations"Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONS ST TS ELECTRICAL INSPECTOR � Rough........ Service . . .... .. ............................... ............... BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det.