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HomeMy WebLinkAboutBuilding Permit #397 - 10 CASTLEMERE PLACE 12/15/2008 BUILDING PERMIT NORT11 q TOWN OF NORTH ANDOVER p APPLICATION FOR PLAN EXAMINATION Permit NO: 317 Date Received ArED Date Issued: /S "D _r IMPORTANT:Applicant must complete all items on this page rr (� LOCATION 1 ? kE� P "nt PROPERTY OWNER G c� Print MAP N0: PARCEL: . ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Re5idenkal Non- Residential �Ng3 uilding a family Addition Two or more family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic Well Floodplain Wetlands Watershed District Water/Sewer DESCRIPTION OF WORK TO BE PREFORMED: "Ag"�4 t,,� 'kr.�,!ne 4 4iQ- t4t�, -.xis Identif tion Please Type or Print Clearly) OWNER: Name: Phone: Address: /CU C� /�a«-¢ 06-e� ,�7j of CONTRACTOR Name: Phone:62 6,qq"' � Address: /J Supervisor's Construction License: Exp. Date: cotta r-� Home Improvement License: / Exp. Date: b ARCHITECT/ENGINEER ) Phone:773- ( .6—'041 Address:- �� �V'e C ( Reg. No. "7 FEE SCHEDULE.BULDING PERMIT.'$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ � b l ( , FEE: $ Check No.: `� ��� Receipt No.: NOTE: Persons contracting with unregistered contractors do not havAacssli the g rantyfund ignature of Agent/Owner Signature of contr +� Location No. Date 01 NQRTq TOWN OF NORTH ANDOVER 0 ►° s 4. ' Certificate of Occupancy $ J'•••° ;,� Building/Frame Permit Fee $ // Mus Foundation Permit Fee $ AL' Other Permit Fee $ TOTAL $ Check # 21 Building Inspector Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public 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 G� oZ Q� / D COMMENTS C d C-7 400 'Wr- CONSERVATION Reviewed on Signature COMMENTSEtYUa�A � I Wh DY\- Lj i ( Y-\ OA U HEALTH Reviewed on Siqnature COMMENTS 1~ 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 DPW Town Engineer: Signature: Located 384 Osgood Street :FIRE DEPARTMENT -Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date 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 i ❑ Notified for pickup - Date i Doc.Building Permit Revised 2008 , a 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 Sectioriy21A—F and G min.$100-$1000 fine NOTES and DATA— For department use i ..x ❑ Notified for pickup - Date a 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 j Addition Or Decks ❑ Building Permit Application ❑' Certified 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) ❑ 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:Building Permit Application Revised 2.2008 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 o Building Permit Application ❑ Certified.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) ❑ 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:Building Permit Application Revised 2.2008 a 7 a r VA D D D Drn , 20 I I I '. iyr''5,.• a ,' 4 �� �Eiil� a�y �. � O O rn z D D Z � . C1� rn O z � rn ( () X11NNW ' O Q SCP M � rnz �1 lr3, f ft '�7 jt r �l; r ` 14 F u r k'! 4-3 Aft 6> CTI 4 Co r\) IWO rn rn rfl 0 rn 70 J E $} � 1t a } rn I— O C -� O r— SFr r -- O 7n rn �r 1' `� Q F- rn b Z aha. y � , a 0 rn r1-1 W 10i r —u r s �,,�ppp' •¢ a i � t . I t O O roe No: cuerrr: o REVISIONS °s I loil6/o8 GMK- 141 GEORGE REMODEL D DATE: 10 CASTLEMERE PLACE - NORTM ANDOVER MA • 8 2 10/27/08 10/9/08 SHEET TDESIGN REMODELING RLE: 3 11/24/0(5 DRAWN BY: L. MELVIN Dreams Delivered 5CA E: 12 MURPHY DRIVE-NASHUA, NH 03062 AS NOTED (603)880-3761 FAX: (603)880-8991 h e( 4 i � $�9 f� . t rnr 0 D rn � ❑ o rrnn 0 II V, o � rn rn rn ❑ o O z D � - D ® D @ Cl n n rn rn D Im -70 n n rn ® ® D lid_ F- orn D < o � 1 O z i ❑ z OD ---, rn ,� ❑ rn ® ® ®® rn � ❑ --� _ Z. O 0 z 0 m © i JOB NO: CLIENT: o 110 REVISIONS GMK- 141 GEORGE REMODEL y _ �v D I I of 16/oa 10 CAYLEMERE PLACE - NORTH ANDOVERMA "®• • , ®' 'v g I 2 10/27/08 once. 10/9/0DESIGN REMODELING 8 BNEef TITLE: 3 11124108 ORAWN 6Y: Drecanis Delivered.. L. MELVIN SCALE: ELEVATI ONS 12 MURPHY DRIVE-NASHUA, NH 03062 A5 NOTED (603)880-3761 FAX: (603)880-8991 I ' 4 II v T O O@ C1 O noon 7 I 000 --LIE o � o � aEW: REVISIONS JOB NO: - mo D I 10/16/08 GMR- 4 GEORGE REMODEL � ® 10 CA5TLEMERE PLACE - NORTH ANDOVER, MA N 2 10/27/08 DATE 10/9/08 sNfEf TFTLf: DESIGN REMODELING 3 1 1/24/08 DRAWN BY. Dreams Delivered. L. MELVIN ELEVATIONS � scA�f: 12 MURPHY DRIVE-NASHUA, NH 03062 A5 NOTED (603)880-3761 FAX: (603)880-8991 IIS i gni EXISTING WINDOW TO BE REMOVED (OPENING TO 3 1/2"x3 1/2" PARALLAM REMAIN A5 PA55 THRU TO P05T NEW ADDITION) I N 00 LLJ EXISTING DOOR TO BE PORTION OF EXISTING DECK ^\ — — _ o — — REMOVED AND BECOME o TO REMAIN I CASED OPENING Z z � ?co FLUSH FLOOR d W _ p G a fn co LU XISTING FIXED WINDOWS ON � o Eq w PREP 51NK I TH15 WALL TO BE REMOVED o J - - - I - - - AND FRAMED IN Wa o � G } I? O w I F I 1C? c _ � ABOVE Q I � � I I I = co O J z � N C6 `t I J ALU A Q A-7 J I Q m A-7 d; x o > l - - - - -� LLJN w O I ti � I I O I O �° 'o z m m Q - �D NOTE: o Q LU _ _ _ _ U x I L _J N WINDOW R.O. = 3G 1/2" + 4 1/2" FRAMING Q 2x 1 0 RAFTERS @ 16 O.C. 2x 1 0 RAFTERS 16 O.C. m - 4 1 BETWEEN GABLE WINDOWS 0 N m SPAN DIRECTION 5HOWN �I SPAN DIRECTION SHOWN N I LU �z C', a/ O �.0 VAULTED CEILING-... LU U L BNEW VENTING A5 FIREPLACE - B O W Q A VENT THROUG ROOF A LLJ 0 w 13 B C I C ��2 57 A I A C I C �s C A I A C '� - e e R MAIN FLOOPLAN o W o z C I C SCALE: 114"= I'-O" T C C C �2 NOTES: m 10'-0" WALL HEIGHT 2. ALL FRAMING MEMBERS TO BE SPRUCE PINE FIRE#2 OR BETTER S 5 1/4"x5 114" 3. REFER TO ENGINEERING REPORT FOR STRUCTURAL z co cp 03 PARALLAM P05T CALCULATIONS ON ALL STRUCTURAL MEMBERS AND WALL O o 0 0 BRACING t3• �j w O_ O = - N m 5MM7 NO: A-3 24'-5 112" M��o�2 5 0 LUTION5 BY L.M. rnz � o rn0 rn0 CA rrn n 0 rn C_ —1 7LJ rn K rn rn z � 2-2x 12 HEADER - VERIFY NO BOTTOM OF WINDOW TO DE 24" A.F.F. (4" ABOVE EXISTING) rn 51- 1011— I� 5'- 10" � O r- - - � rn � = 0 rnz � � � CO3D I Orn Z; I D -0 (� nZCDAD za. � 0 D Ffl z0 CnC I n0 --i zyrnz C -nom n � I Qo o � � � Dx I rn� N K � Z � I ON (� N Fllrn —Ti rn rn � rn 1 rnrn O I y o X z <G ) � � rn I �� rn rn. I O r o �� I � a _DD 1 � o ' a I O i � � D I 11811 z I . I 1 � I z F- 1 - 0 I N —0 I - rn 1 . z X Iv rn I I 6 I I I I I i o�� REVISIONS JOB 140: CUEW: mD ° 1 loil6/os GMK- 141 GEORGE REMODEL i onre: 10 CASTLEMERE PLACE - NORTH ANDOVER, MA 8 2 10/27/0.5 I O/9/O8 DESIGN REMODELING sHECr TRLP: 3 11/24/08 DRAWN BY: Dreams Delivered. L. MELVIN UPPER FLOOR PLAN 12 MURPHY DRIVE-NASHUA, NH 03062 sCA E: AS NOTED (603)880-3761 FAX: (603)880-8991 r SAWCUT OPENING AT LOCATION OF EXISTING WINDOW - _ — — --- — — — �'� IN _ _ _ _ _ _ _ _ _ _ I to O DRILL AND RE BAR NEW FOUNDATION TO _ _ _ co c) EXISTING WITH #5 BARS @ 12" O.C. pm-R' I z _ co0) (VERT.) I I ab Alk). F( SLAB 4" LOWER THAN EXISTING AT THIS END I I I z DRILL AND POUR FOUNDATION TO I �fl�(� I I DRILL AND REBAR NEW FOUNDATION TO I ® w _ °�° BOTTOM OF P.T. PLATE HEIGHT AT THIS GARAGE EXISTING WITH #5 BARS @ 1 2" O.C. o ¢ o LOCATION AND STEP DOWN PER I (VERT.) wa z � DETAILS ON A-1 O. I 4" CONCRETE SLAB WITH GxG #10 STEEL WIRE 4 MESH ON G" COMPACTED FILL. SLOPE SLAB 2" z � I GAS I 0 TOWARDS OVERHEAD DOOR Q I I o 4 z _ _ _ _ _ _ _ _ _ _ _ _ = M -T I OUTLINE OF EXISTING DECK ( I PROVIDE 5/8" DRYWALL TO CEILING AND ALL U� z0 I I j co Cl Cl - I ABOVE I I WALLS ABUTTING LIVING SPACE 0 g co EXISTING POST TO Ln z I CO — REMAI N I 24'-5 112" : o Q jz:� 00 — — — — — — — — — — — PROVIDE 2xG P.T. SILL ON I LAYER OF SILL — ~ 'L- HEIGHT OF CONCRETE t I SEAL WITH 2x6 K.D. SILL ABOVE. PROVIDE 1/2" I I ABOVE GRADE TOLu cz MIN. DIA. A307 STEEL ANCHOR BOLTS WITHI I MATCH EXISTING AT O I NUTS AND PLATE WASHER @ 0-0" O.C. MAX. I I THESE WALLS Lu0 z \ EXTENDING 7" MIN. INTO CONCRETE. PROVIDE ��Q / Lu \ \ \ 2 BOLTS MIN, PER SILLS TION. oj / S O = Q \ \ 10" CONCRETE FOUNDATION WALL P�� \ // / / i,, Wz p �— ON 20"X 10" CONTINUOUS FOOTING �� �� / D� Z CO \ \ \ \ 48" BELOW GRADE - MINIMUM ���� \ �� / / �� W U O QD 00 oz VC Lu STEP FOUNDA ON THIS \ \ // /�`� �� O SIDE BASED UP GRADE CONDITIONS Lu o J \ W z O - Q ° U, 0 0 0 6x6 P.T. SUPPORT POSTS ON 12" DIA. PO U N DATIO N PLAN 0L N N CONCRETE PIER FLARED OUT O 24" AT �� SCALE: I/4"— I '-O" o BASE (48" BELOW GRADE - MIN.) - PROVIDE 51MP50N POST CAP AND ADJUSTABLE POST BASE SHEET NO: A-5 ©OOPYPJGNT 2009 RESIDENTIAL DESIGN SOLUTION5 BY L.M. • i 1 I 11 II jI / I rn 0 / / I 0 / I EXISTING 2x 10 P.T. u 7u / -:3-DECK J0I5T5 @ 16" � o _TI �y�Z, / I O.C. (TO REMAIN) S,�O / +�� INEW 2x 10 P.T.LEDGEK ATTACHED TO ADDITION 0\p / �°� \� WITH 5/8" DIA. x 5" LONG LAGS@ 16" O.G_ - - - - (oG30/ / �,�0 \4' / = I 1 7/8" LSL RIM J0I5T Ul ul / �0 N 0 r r / OOff / yO � Orn = rn zy rnn D z DD \ \ Dr / Do no !� \ \ F� GA\ �, — rn \ 0 70 To�T \ .�.o s o,P�TT\ \✓OAST cn O,'✓co,� \ C�✓ ti��c�� \\\ o y O�ST,LG \ O,ST c��O \ � I sJ 0/' s i 17/8" L5L RIM JOIST I o 0A rn /-lu00rn \ / rnrnp � rn \ \ //� y Irw � ChCDD \� (PCQ 80rnc� r (j) (j) U -7 I Z r > > � I I > � o I� zzC1� � F � ,n rn rnz � rN ==T=77t I n@ > " zn rn GSI- < O o °rn � I I z 65REVI5ION5 JOB NO: 0Tj° o GMP- 141 GEORGE REMODEL <o D I 10/16/08 10 CA5TLEMEKE PLACE - NORTH ANDOVER, MA r 62 10/27/08 ogre: 3 ((\ 10/9/0(5 sneerrrr�e: DESIGN REMODELING `J ) 3 11/24/0(5 DRAwN BY: Dreams Delivered. L. MELVIN sCAIP: FLOOR FRAM I N G PLAN 12 MURPHY DRIVE-NASHUA, NH 03062 A5 NOTED (603)880-3761 FAX: (603)880-8991 . Y N N N x lTp x l I x o f t o o f I � I I — — \+ > O s O II 3 1 3/4"x 18" LVL 1 .9 E STRUCTURAL RIDGE Q 2x 10 RAFTERS @ I G" O.C. 2, z �+ -d f N N N N D N I N N I N z x x x x o f o o t o 02A 22O rn 00rn rrn -n rn rn rn rn p O70 7u o rn7r z C = � z z � =+ c—'n rnrnu0 � zrn ➢F*l � 0D � z C rn z 7u I w 2�10 FTER 1 1 C rn rn 2x 110 8,fTER - 1 o m 1000 rl �K � �— 10 z IZZrn O > X O o I - n I rno I � rn I z ` 2x► RA FTER I � 1 I ,- z , - - W 2x 1 p FTER + I � i � © REVISIONS JOB NO: CNENT: o y GMP\- 14I GEORGE REMODEL s I I of 16/08 10 CASTLEMERE PLACE - NORTH ANDOVER, MA q,46 2 10/27/0.5 ogre. 10/9/08 snEe nru: DESIGN REMODELING 3 1 1124105 °PA`NN BY!L. Delivered. L. MELVIN sCALe: ROOF FRAMING PLANS 12 MURPHY DRIVE-NASHUA, NH 03062 AS NOTED (603)880-3761 FAX: (603)880-8991 2x10 RAFTERS x 8' LONG@ 16" O.C.O. (SISTE ED TO EXISTING) N 1/2" PLYWOOD FOR ENTIRE o LENGTH OF INTERIOR FALSE `o ROOF LINE _ rn 12'-2 3/4" I 121-23/411 3- 1 3/4"x 18" 1.9E LVL - cs Z 0O STRUCTURAL RIDGE NEW 2x 10 Z J (10 RAFTERS @ 2x 10 RAFTERS @ I G"O.C. WITH 2x4'5 I G" O.C. o a < M TIGHT TO BEAM TO ACCEPT STRAPPING a Z ♦ cLu D Lu 4 m CERTAINTEED LANDMARK PREMIUM Lu p � 12 LIFETIME ARCHITECTURAL ROOF • >- c i SHINGLES I x3 SPRUCE a o 9 MATCH EXI5T. \ STRAPPING @ � a°Oo 15 LB. FELT PAPER I G" O.C. 2 Mo lz`51 C4 Q I I/2"CDX PLYWOOD SHEATHING 14"+1- I/2"SHEET WINTERGUARD ICE AND WATER SHIELD PROVIDE I x3 30"UP ROOF EAVES AND AT VALLEYS1�1 Q STRAPPING @ I G"O.C. AND SIDE WALL5 CUT BACK AND HEAD OFF ROOF FRAMING FOR SKYLIGHTS (NOT IN VIEW) o PROVIDE SIMPSON TIES AS REQUIREDI I I I Lu > L u O 112"SHEETROCK TO ALL I xG/ I x3 FASCIA AND TRIM BOARDS C)W CEILING AND WALL SURFACES _ Q Q I x8 F.J. AND PRIMED PINE SOFFIT O = , 2xG EXTERIOR WALL CONSTRUCTION: O z R-30 5EALECTION 500 SPRAYCERTAINTEED CEDAR IMPRESSIONS W Z O APPLIED POLYEURETHANE MIN SIDING W FOAM INSULATION _ .. ._.. _.. W _ U U 2xG STUDS @ I G"O.C. of Q W O _ rya- n ' R-19 SEALECTION SPRAY FOAM W Q INSULATION O OW � r 1/2"5HEETROCK(INTERIOR) ( ^ W V J J 3/4"ADVANTECH PLYWOOD SUBFLOOR 7/1 G"0513 WALL SHEATHING(EXTERIOR) _ 1 1 7/8"TJI 5GO- REFER TO FRAMING PLAN ON NEW 2x 10 P.T. LEDGER TO ACCEPT EX15TING U A-G FOR SPACING 2x 10 P.T. DECK JOISTS @ I G"O.C.(THI5 F 51DE ONLY) u N REUSE EXISTING WOOD DECKING Lu Z Lu R-19 5EALECTION 500 SPRAY FOAM 2xG P.T. SILL/2xG KD ABOVE ON I d- oB j J INSULATION-MIN LAYER OF SILL SEAL WITH ANCHORS I I — � w O PROVIDE I x3 STRAPPING @ I G"O.C. @ G'-O"O.C. MAX. o— 2xG EXTERIOR WALL +w I I O >J CONSTRUCTION O 5/8"5HEETROCK TO ALL WALL AND CEILING L 10"CONCRETE FPO 5T WALL o SURFACES ABUTTING LIVING SPACE I I (D 3 m N I'- 'x 10 CONTINUOUS o LU ~-j PROVIDE R-19 FIBERGLASS BATT CONCRETE FOOTING 48" ti I I o j LU 03 U INSULATION TO GARAGE WALL CAVITIES BELOW GRADE-MIN. Xw0) W L(s) 4"CONCRETE 5LAB WITH GxG#10 STEEL WIRE = ME51-1 ON G"COMPACTED GRAVEL. 51AB TO BE T) co O Z G"LOWER THAN EXISTING.SLOPE SLAB 2" O O Z Q z _ _ _ _TOWARDS OVERHEAD DOOR — _ — — — — — L9 � N O O SHECT NO: Cf�OSS SECTION "A" A_8 SCALE: 1/4"= 1 '-O" CfZOSS SECTION 11 B�� SCALE: 114"= 1 '-0" 1015ONS Be Y L.M. N CO O ms � WINDOW SCHEDULE ANDERSON 400 SERIES z 0) MARK QTY R.O. DE51GNATION DE5CRIPTION i o W = � A 9 3'-0 1/2"xG'-O 3/8" P3000 TEMPERED PICTURE WINDOW o a U) °' o Q 3 9 3'-0 1/2"x1'-5 1/2" AR3 I AWNING - ABOVE PICTURE WINDOW Lu Q Z " C 12 3'-0 1/2"x 1'-5 1/2" AR3 I FIXED TRANSOM (HIGH) • z > D 1 9'-0 5/8"x 1'-5 112" AR3 1-3 TRIPLE MULLED AWNING q E 1 7-1 1/8"x5'-O 3/8" CW35 TRIPLE CASEMENT - EGRESS - UPPER LEVEL M F 4 30 9/1 Gx55 7/1 G V5E 308 VELUX ELECTRIC VENTING 5KYLIGHT V" 00 G 2 30 911 G"x38 7/8" VSE 304 VELUX ELECTRIC VENTING SKYLIGHT - UPPER LEVEL N C) NOTES: 1 . ANDERSON WINDOWS TO HAVE EXTERIOR TERRATONE FINISH AND CLEAR PINE INTERIOR \OSP' 2. WHITE INSECT SCREENS 2� 3. HIGH PERFORMANCE LOW-E GLAZING < �E= FE=� > DOOR SCHEDULE 0 _z 3-2xG 5TUD5 BETWEEN MARK QTY 51ZE DE5CRIPTION LU z EACH WINDOW (ON FLAT) ANDERSON FWH90G8A5R FULL = - REFER TO ENGINEER'S O I 9'O"xG'8" VIEW PATIO O LL- REPORT FOR PLYWOOD 2 1 8'0"x0'0" OVERHEAD GARAGE DOOR LLJz IFF NAILING REQUIREMENT5 II Lu —1 PROVIDE 51MP50N OR _. - _... - _ _ - _ _ .. - ._ . . . _.._.. W U Q APPROVED HANGERS -TYP. '[77 3-2xG STUDS FROM O L W PLATE TO RAFTER W w J Lu CD Q LLJ U O V N Z � O ; O uj z O Un m Oz � ai 3 O � a o � Cn O O N_ w O p GABLE WALL FRAM I NG - N m SCALE: 114"= 1'-0" 5HEL7 NO: A-9 ©c0R'R�GNT zooe RESIDENTIAL DE GN 5oujTION5 BY L.M. I 0(1) ����III n 3 II z u O I rn O D rn n II O I I I ��, _ � i • s • • Q � ,I I I I�'-0 , Q • • i, 71 I I I�3'-6" • • C I II .0 -- z I II I r L r I I I~3 00 •• G7 N m O (� � m — 1I - I I C) z in .ti O K II I rn m D I II _ DN � I II N I � �o � • I j Cf) • z I 411 cFD • • L J + I 7-1011 Ul � I I I X011 a I rnrnll -u I i-�II o _ D I all z I o I I o z =N I 00 70 _ I All o I I II A I I i I II I II L � r I II I II I I II m i n I oI � p 0' Z rn � G) rn O 61 O I I i I " COEM: 0 O KEVISIONS �oeNo: o� y o GMK- 141 GEORGE REMODEL S a I 10/16/08 10 CASTLEMERE PLACE - NORTH ANDOVER, MA • tog g 2 10/27/05 DATE: 10/9/08 5 EET TRLE: DESIGN REMODELING O11124108 °�""BY`L. MELVIN Dreams Delivered. FOUNDATION DETAILS 5CALf: 12 MURPHY DRIVE-NASHUA, NH 03062 AS NOTED (603)880-3761 FAX: (603)880-8991 I When sheathing thickness exceeds 7/8", trim sheathing tongue at rim board Load from above N o Plate nail - 16d 3 1/2" box C) at 16" on-center* Z CD Floor panel nail - 8d 2 1/2" o a = co CD common at 6" on-center* OS4 w o z W ° z i2> i Level ITM 1 1/8" or 1 1/4" o } TimberStrand{O }LSL rim board* CO 2x4 minimum Nco Toe nail - 10d (3") box squash blocks at 6" on-center* CS Use 2x4 minimum squash blocks to � *Conventional construction code transfer load around TJlO joist Cz LU minimum for use with A3 only. Seeo Level Framer's Pocket Guide for A3. 1- z A3 A3.1 A3.2 A3.3 C) Q A3.3 installation specifications. O TYPICAL DETAILS FROM MANUFACTURER'S w o WEBSITE. REFER TO MANUFACTURERS � I - _ - w U - rV a =J LITERATURE FOR ADDITIONAL DETAILS AND Q FASTENER INFORMATION NOT SHOWN. LU w w EXTERIOR DECK ATTACHMENT w C Structural exterior sheathing Hanger height must Flashing be a minimum of 60% ofJolst depth Treated 2x_ 0 ledger o J o LU z See fastener 1 1/4" 2 Top flange table below. Maintain Timberstrand® LSL o 0 < 1 hanger 2" distance (minimum) from or iLevel ® 1 1/8" " edge of ledger to fastener. rim board n CO Face mount Allowable Load / Factored Resistance (lbs) 0 0 0 0 hanger Fastener 1 1/4"TimberStrand® iLevelTM 1 1/8" rim w o o N LSL rim board board Web stiffeners required if sides of 3/8" lag bolt 400 n.a. — N CO hanger do not laterally support at 1/2" lag bolt 475 4005HEE NO: OW least 3/8" of TJI®joist top flange LA Allowable load determined in accordance with AC 124. A— I I Corrosion-resistant fasteners required for wet-service applications. ©COPYPoGH7 2008 P.f510ENfIAL 061GN' 5.10-5 BY L.M. it 1 � F i ` I, I I 1 1 1 � I i i i� i J iI I I II I i I I I i 1 I I I I' I A �{ I i� 1 1 1 1 I' il� t I _ _ � � - -� - -.T=-��- I _ _ _ _. I I I I I EXISTING 5-2x 10 BEAM WITH IALLYS EVERY 8'-01+/- I -- ------------ ---- -- -- I I o I I =CD 0) I I Z DD I o I I SAWCUT OPENING AT co I I LOCATION OF EX15TING ® o a c/) c%> I I WINDOW TO ALLOW FOR O Q I NEW DOOR W2C�4 Z " I I • w a cfl I __ _____ G � o :THIS PORTION OF DECK TO I I IEXISTING WINDOW TO BE • BE REMOVED, SALVAGED I M SAND REINSTALLED LOWER LEVEL DEMO PLAN I I REMOVED (OPENING TO N m I 1_ REMAIN AS PASS THRU fl T 5CALE: 1/8"=1�-O" TO NEW ADDITION) I I I _ 0- CUT OPENING IN 00 EXISTING WALL FOR NEW PARALLAM POST < I I oz PORTION OF -- --- w > EXISTING DECK TO 1 p I EXISTING FIXED — REMAIN EXISTING DOOR TO W z (� I WINDOWS ON THIS z ---- j BE REMOVED AND WALL TO BE Q r- REMOVED AND I I I BECCjtv1E CASEp O F=- FRAMED IN O Ll ii i I I I OPENIING I z cz i i - _.._ ....... .. W _ I I I I I I MAIN FLOOR DEMO PLAN U !— L-----I I L----� 8� I SCALE: I/8"=I'_O" W —j Imp I= I O LLJ W O NOTE:THIS WALL ALIGNSLu - __. .. _..... W . WITH BEAM IN BASEMENT Q BELOW AND FLU5H BEAM I (A55UMED)IN KITCHEN i I Q INDOW TO BE REPLACED 0 8 I O t WITH LARGER UNIT CENTERED N WALL FROM INSIDE. NOTE HAT TO OF WINDOW WILL BE b REMOVE SHEETROCK AND C.J.'S IN j HIGHER THAN EXISTING. - THIS ROOM TO ACCOMO ATE NEW CATHEDRAL CEILING WITH FALSE RAFTERS. J Lu � � Q in I I I o L__J L__J --- m 0 a n co z0 O O O WINDOW TO BE U) � N N REMOVED AND OPENING FRAMED IN w O o N m OPEN BELOW 5HEU NO: 23-5"x 19'-7" PP R FLOOR DEMO PLA 5CALE: I/8"=1'-0" A— 12 ©LOPYKIGHT 2008 RE5IDENTIAL DE51GN 5OLUTION5 BY LM. 1 1 1, � i 1 1 I I 1, i � i� 1 it i i � I i 1 r I I I I II �I 1 1 1 1 ��� ��, i I 15'-10" Imo--13'_8" r� as x rn w(> 97 J 4'-G 112"-+3'-4 3/4JH—4'-1 1 5/8"+3'-0"+i'4'-1 1/8" I Q z I I N DI —i =rn J> _ n N O _71 O � N I Ow ' T D O O Z W i N ---- 1O CP _ I I� I - I -6-10112" I 5-2 110 I I I � I 1 I c 1 I � I ' II II u I II I II n J�6 i I 1 I � I I 1 I I I I 1 I I 1 I I i I 1 I I 1 I i 1 I 1 I 1 I I 1 N I I N O I 1 - I I I I I I I I I I I 1 I I I I I 1 1 I I I I I 1 1 I I I 1 I I I 1 JOB NO: CUENT: D o REVISIONS GMR- 14 I GEORGE REMODEL 0 5 9 1 1 1 of I G/08 �a►. . O <aN DATE, 10 CA5TLEMERE PLACE - NORTH ANDOVER, MA M 8 — 2 10/27/08 10/9/0(5 snEErm�E: DESIGN REMODELING LJ�J 3 1 1/24/0(5 DRAWN 1: Dreanu Deliverer.. L. MELVIN sCALE: EX,15T1 NG FLOOK PLAN 12 MURPHY DRIVE-NASHUA, NH 03062. AS NOTED (603)880-3761 FAX: (603)880-8991 I 2a-o„ N rn X 6'-1 5/8"—►r 4'-I Nm 1/4°�1 N W — o_ ul C w Q1 W -o rn rn = 70 O N z rn O70 p 70 O W O W —u � W Z N 13'-5 1/2" z � z I I , I � I 1 , I _O z , ;.z W� I o� I I � 1 I , I 1 , � I I I I N JOB No: CNeNT: g o� REV151ON5 D I 10i16/08 GMK- 14 1 GEORGE REMODEL 10 CA5TLEMERE PLACE - NORTH ANDOVER, MA • I 2 10/27/08 Dare. 10/9/05 DESIGN REMODELING sneerm�: Drearns Delivered. 3 I 1/24/0(5 DRAWN BY: SCALP: L. MELVIN EXISTING UPPER LEVEL PLAN 12 MURPHY DRIVE-NASHUA, NH 03062 A5 NOTED (603)880-3761 FAX: (603)880-8991 a 2x 10 P.T.DECK J015T5 Q I G"O.C.(TO REMAIN) 23'-3" + N 20'-0" A _ _ ± 15TING BEAM OW N E REMOVED) LF-- I I 1 Z II N 11G'T Q _ OOX —NN23'_9" I} rn rn 00 0rn'-1 1 I 022 fi � .. I4.0 rn n u rn I I Q D W 07 I a z o 1 _ 3 p v np u m w �+ z` 1 rncB II ^^Z I I O o r v hf -N I O_ V, (1 0 1 �N N n 1 r II u O D_ O1 Z Cj II 1 � I II O Fn W } r rn < rn —0 b r - 10-10" V I N _ N-urn x _ rn Z- 0 rn A n O 4'-0" 1 I I I _ I I N I I N O I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I o � REVISIONS JOB NO: COEM: -Zpa I 10/1 6/08 00 GMP- 141 GEORGE REMODEL 10 CASTLEMERE PLACE - NORTH ANDOVER, MA • U,8 2 10/27/08 Dnre. 1019105 5HEETTRLE: DESIGN REMODELING 3 1 1124105 DRAWN BY L. MELVIN Dreams Delivered. SCALE: EXISTING BAHM ENT PLAN 12 MURPHY DRIVE-NASHUA, NH 03062 AS NOTED (603)880-3761 FAX: (603)880-8991 i rn rn x N i 0_ o z �o 0 — II O o � O rn O +� O 0 O Z \ p O N ° `o n O O Cl N Cl x N x � O vJ N rn D = V' O 88" I p 94"F f TO CEILING n 88 1/4"F.F.TO CEILING O ^ OF JOIST O N In q O O O z m O — O J o N — 0 REV15ION5 JOB No: CLIENT: o ° o GMK— 4 GEORGE REMODEL I 10/16/08 way D DATE: 10 CASTLEMERE PLACE - NORTH ANDOVER, MA 2 10/27/05 • z a 1 0/9/08 DESIGN REMODELING SHEET TITLE: rC\ 3 11124108 DRAWN BY L. MELVIN Dreams Delivered..' 11 J 5CALf: EXI5TI NG CROSS SECTION 12 MURPHY DRIVE-NASHUA, NH 03062 A5 NOTED (603)880-3761 FAX: (603)880-8991 ' - - - N ® FI FI U/C + �+3 DM a a a 3 NEW 54 FOR EXI5TING: o DM iC o / I \ \ WATER FALL Mo r- _ III DOCK LIGHT5 = POLE LIGHTS i CD z oD Z ¢o ❑ \ II iLu _ r — — — — — — —+ I o a cn co < cl O � Qo \ III I I I 2 ,� z Lu xl �ll ¢ LLL >a_ m / Ix 00 VVF \ \ I I N0 I III I Q oz IWP — I) I / I I I w > o III I w z Q z = Q wo --!I WFC ELECTRICAL LEGEND CZ/ , U SYMBOL DESCRIPTION w W(� Q 1p DUPLEX OUTLET(WALL) III I O UJ Lu DUPLE(OUTLET(FLOOR) W w WP �� GFI OUTLET W W (FXTERIOP) OUTLET Q \ U I / 3 WAY 5WITCH O III $ 3 WAY DIMMER w $ SINGLE POLE 5WITCH // $ SINGLE POLE DIMMERO J O $ 4 WAY 5WITCh + 6` tJ z Q CABLE O y—� Q 0 m g PHONE m QD < (� O o o u CEILING FAN O PENDENT �_ 3 1 0 K UNDER CABINET LIGHT N — N N w O — f PECE55ED CAN m/ - - N m WALL MOUNT(EXTERIOR) SNEET NO: ELECTRICAL PLAN FLOOR LIGHT(EXTERIOR) E I SCALE: I/411— I 1—011 WEATHERPROOF RECE55ED CAN ©COrMGHT 2008 PF51DENTIAL DE51GN 5OLLMON5BY LM. III r' r' 0 711 - - - - - - - - - - - � z - - - - - - - - - - - � I A I I I I 1 OOD1 rn n rn rr-7� =n DNP NNr0 U) I Z I I N n i JOB NO: OpCNTv p gO REVISIONS GMK- 14 1 GEORGE REMODEL ("n ° I 10/16/08 10 CA5TLEMERE PLACE - NORT1 ANDOVER, MA 04 V4 ORO?%e onre: --- 12 10/27/08 I O/9/08 DESIGN REMODELING I v SHEET TRE: 3 1 1/24/08 DRAWN BY;L. MELVIN p p Dreams Delivered. SCALE: GARAGE ELECTRICAL PLAN 12 MURPHY DRIVE-NASHUA, NH 03062 A5 NOTED (603)880-3761 FAX: (603)880-8991 i James K.Lambert Production Manager 12 Murphy Drive Nashua,NH 03062 64;�)- [ vu— p 603.880.3761 x304 866.446.7684 G*A/* xpol%e f 603.880.8991 jlambert@gmroth.com DESIGN REMODELING Wvtw.gmroth.com Dreams Delivered. /DEC-05-2008 14:27 GM ROTH 603 680 8991 P.02/05 R.A.M. ENGINEERING ROBERT A. MASYS, P.E. 180 MAIN STREET HAVERHILL, MA 01830 TEL: 978-372-0449 FAX: 978-372-7183 February 6, 2007 RECE-1 ED Mr. Lincoln Daley F" Z?F�T Town Planner 1600 Osgood Street NORTH ANDUVER Building 20 : Suite 2 -36 PLANNING DEPARTMENT North Andover, MA. 01845 RE : 10 Castlemere Road, Map 37A, Parcel 35 Dear Mr. Daley, Please be advised, that we have check the above site, and found that is over 650 linear feet from the closest wetiands or high water mark for Lake Cochichewick. The property is located within the watershed overlay district, but far enough away, so a special permit is not required_ If I can answer any questions, or provide additional information, please'contact me. Ve� i ursi, J o ert A. , P.E. . AdORQ CERTIFICATE OF LIABILITY INSURANCE 01/29/200 Y) 01/29/zoos PRODUCER (603)883-1776 FAX (603)882-1843 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION The Minuteman Group ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 90 Main Street HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P.O. Box 487 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Nashua, NH 03061-0487 INSURERS AFFORDING COVERAGE NAIC# INSURED G.M. RothDesign Remodeling Inc. INSURERA: Netherlands Insurance 24171 12 Murphy Drive INSURERB: Unit G INSURER C: Nashua, NH 03062 INSURER D 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 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I TR DD' TYPE OF INSURANCE POLICY EFFECTIVE POLICY EXPIRATION POLICY NUMBER DATE(Mminnim LIMITS GENERAL LIABILITY CBP8373731 01/01/2008 01/01/2009 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $IR F 50,000 CLAIMS MADE M OCCUR MED EXP(Any one person) $ 5,000 A PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 nGEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY PRO- JECT LOC AUTOMOBILE LIABILITY BA8375419 01/01/2008 01/01/2009 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $ 1,000,000 ALL OWNED AUTOS BODILY INJURY $ A SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS - (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ __ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY CU8371832 01/01/2008 01/01/2009 EACH OCCURRENCE $ 2,000,000 A _5q OCCUR a CLAIMS MADE AGGREGATE $ 2,000,000 $ DEDUCTIBLE $ X RETENTION $ 10,00 $ WORKERS COMPENSATION AND WC8373119 01/01/2008 01/01/2009 X WC STATU- oTH- EMPLOYERS'LIABILITYCRY Im TS L I ER A ANY PROPRIETORIPARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 OFFICERIMEMBER EXCLUDED? If yes,describe under E.L.DISEASE-EA EMPLOYE $ S00,000 SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS 1 VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. FOR INFORMATIONAL PURPOSES ONLY AUTHORIZED REPRESENTATIVE [David Herod ACORD 25(2001/08) ©ACORD CORPORATION 1988 The Commonwealth of Massachusetts Department of Industrial Accidents :• Office of Investigations 600 Washington Street Boston, MA 02111 { www.mass.g ov/dia . Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information_ Please Print Legibly Name (Business/Organization/Individual): 4a r Address: _/A_ . City/State/Zip: Phone #: 60-5- &iKO—7�-;7 6 Aretri employer?Check thle appropriate box: Type of project(required): I. a employer with :� 4. ❑ I am a general contractor and I 6. []Nem construction employees(full and/or part-time).* have hired the sub-contractors2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7, Rodeling 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 l0.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work right of exemption per MGL i 1.❑ Plumbing repairs or additions myself, [No workers'comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.]t employees. [No workers' 13.❑Other comp, insurance required-] *Any applicant that checks bo)f#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. $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 4 or Self-ins. Lie. 0 1 Expiration Date:_ Job Site Address: 1Q G � r'(� City/State/Zip: 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 d/ature: c ify un er a ai z (ties of perjury that the information provided a ove 's true a eorrect Si Date: /(` Phone Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: --- 1 ✓fie �a7nmooiusealC� o�✓G�aoaacfivaef,�6�'�f BOARD OF BUILDING REGULATIONS \ License: CONSTRUCTION SUPERVISOR Number:'CS. 093788 Birthdate 02/05/1976 Expires 02/05/2010 Tr. no: 93788 _ Restricted ff JAMES K LAMBERT 37 NESENKEAG DR i LITCHFIELD, NH 03052,- - Commissioner �•�_" 1 I i ,per �fze �avnwozueallf o��/�c,.aQacfivaett " �\ Board of Buinlding Regulations and Standards HOME IMPROVEMENT CONTRACTOR j Registrat o t, 109467 ExpiratiW-,199-16/2010 l j -Type =Supplement Card G M ROTH DESIGNER—EMODE ING JWES LAMBERT �K- f 12 MURPHY DRIVE*UNiT NASHUA, NH 03062~ � Administrator I i r v REScheck Software Version 4.2.0 Compliance Certificate Project Title: George Family Room Addition Energy Code: 2006 IECC Location: North Andover, Massachusetts Construction Type: Single Family Conditioned Floor Area: 490 ft2 Glazing Area Percentage: 40% Heating Degree Days: 6322 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 10 Castlemere Place Charlie&Gretchen George James Lambert North Andover,MA 01845 10 Castlemere Place G.M.Roth Design Remodeling,Inc. North Andover,MA 01845 12 Murphy Drive Unit G 978-794-6877 Nashua,NH 03062 603-880-3761 ext.304 jlambert@gmroth.com • • 2MM 111 Compliance:6.2%Better Than Code Maximum UA:209 Your UA:196 AssemblyGross Cavity Cont. Glazing IJA D.. Perimeter U-Factor Ceiling 1:Cathedral Ceiling(no attic) 400 30.0 0.0 13 Skylight 1:Wood Frame:Double Pane with Low-E 11 0.500 6 SHGC:0.29 Skylight 2:Wood Frame:Double Pane with Low-E 11 0.500 6 SHGC:0.29 Ceiling 2:Cathedral Ceiling(no attic) 400 30.0 0.0 13 Skylight 3:Wood Frame:Double Pane with Low-E 11 0.500 6 SHGC:0.29 Skylight 4:Wood Frame:Double Pane with Low-E 11 0.500 6 SHGC:0.29 Wall 1:Wood Frame, 16"o.c. 65 19.0 0.0 3 Window 1:Wood Frame:Double Pane with Low-E 5 0.280 1 SHGC:0.43 11 Window 2:Wood Frame:Double Pane with Low-E 18 0.300 5 SHGC:0.43 Wall 2:Wood Frame, 16"o.c. 290 19.0 0.0 11 Window 3:Wood Frame:Double Pane with Low-E 94 0.300 28 SHGC:0.43 Window 4:Wood Frame:Double Pane with Low-E 18 0.280 5 SHGC:0.43 Wall 3:Wood Frame, 16"o.c. 290 19.0 0.0 11 Window 5:Wood Frame:Double Pane with Low-E 94 0.300 28 SHGC:0.43 Window 6:Wood Frame:Double Pane with Low-E 18 0.280 5 SHGC:0.43 Wall 4:Wood Frame,16"o.c. 149 19.0 0.0 5 Window 7:Wood Frame:Double Pane with Low-E 13 0.280 4 SHGC:0.43 Door 1:Glass 58 0.300 17 SHGC:0.42 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 490 19.0 0.0 23 Project Title: George Family Room Addition Report date: 11/24/08 Data filename:G:\Customers\2008 Customers\George,Charles\George ResCheck 11-24-08.rck Page 1 of 5 k• • 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 2006 IECC requirements in REScheck Version 4.2.0 and to comply with the mandatory requirements list d in the R check Inspection Checklist. Name-Title gnature D to Project Title: George Family Room Addition Report date: 11/24/08 Data filename:G:\Customers\2008 Customers\George,Charles\George ResCheck 11-24-08.rck Page 2 of 5 a REScheck Software Version 4.2.0 Inspection Checklist Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 3:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 4:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 5:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 6:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 7:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: Project Title: George Family Room Addition Report date: 11/24/08 Data filename:G:\Customers\2008 Customers\George,Charles\George ResCheck 11-24-08.rck Page 3 of 5 s t #Panes Frame Type Thermal Break? Yes No • Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Skylights: ❑ Skylight 1:Wood Frame:Double Pane with Low-E,U-factor:0.500 #Panes Frame Type Thermal Break? Yes No Comments: ❑ Skylight 2:Wood Frame:Double Pane with Low-E,U-factor:0.500 #Panes Frame Type Thermal Break? Yes No Comments: ❑ Skylight 3:Wood Frame:Double Pane with Low-E,U-factor:0.500 #Panes Frame Type Thermal Break? Yes No Comments: ❑ Skylight 4:Wood Frame:Double Pane with Low-E,U-factor:0.500 #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.300 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification: ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: ❑ Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. ❑ All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. Project Title: George Family Room Addition Report date: 11/24/08 Data filename:G:\Customers\2008 Customers\George,Charles\George ResCheck 11-24-08.rck Page 4 of 5 j ❑ Building framing cavities are not used as supply ducts. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. s Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: ❑ Thermostats exist 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 is provided. Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title: George Family Room Addition Report date: 11/24/08 Data filename:G:\Customers\2008 Customers\George,Charles\George ResCheck 11-24-08.rck Page 5 of 5 2006 IECC Energy Efficiency Certificate Insulation Rating; : R-Value Ceiling I Roof 30.00 Wall 19.00 Floor/Foundation 19.00 Ductwork(unconditioned spaces): D.. Window 0.30 0.43 Skylight 0.50 0.29 Door 0.30 0.42 Cooling Water Heater: Name: Date: Comments: ` Y � s Structural Res on,.�e, LLC rhattr178-866424 EfilaiLs"Soft.- romp, Structural Egmeerin .Repot Ad12.lt+iiclly Drl;t Nhiihu N,H 0300 Site Ad rtts TO c6stlemere 'lac North Anti cr.Ma 01845 S, .RJ6bA.; 09,196 Work Performed Size Rid9p beam,,garage d or header befiti Check Parti l oMedrAl ceiling anti Iaterid bracing: ' OF 0y ? Ltlgi : Date-Nov-24t 200$' re ared B : Scott E.N 10 F,.E,: x iruetuml"Elng neer License#41457 Page 1 of 22 truetural'Revouse,LLC Maw 978-8 49 30.Shedd"Mlle,Chel .irdrd,Ma 01 V24AssumpfiellSA C nil:s� 9ur a trrr ur is 5 as ca: �r� • i r' 1.: 'Biwtidin Dcsdn Cade deference.. aai maswhusett.s"Uesidentizil fluildiangt de-70 Edition 2" 13uitding Design Loads Used m laud Loads _L cathedral gamin -20psf ii. Floor Frsanxi ig - 15 psf la. Live.gads:. t. Billdroom.laad 30 pari R. :Sndw°tdi d -US pif Per BtAttting Cadeecttan. 301.6 � SCE 07. til, nog°tct$tltI" stunbainncedfcr load perntte 3. OeMp 'riterivlUsed a. Detteetion L TMM Load DetlectiOn 1l240. ii, .Live Load Deflection Ll366 ti SpeclMd"Mate Is °:�: '[ise. Me�ibrrs nod P+iysts Ai Fro'minty: Sprucra"Pint Ir m H. " a ineer d Wood- 1►dteroriAM 1,4E or.upproved. 4uht Page 2 of 22 S� Im TIE— Ce ug LxtWMR, � € Y4,'� TIF � 1. mak . a>. �:.r �. s ...... 't ON 7-4Oiu . TE !UrfER.LEVEL ROOF FRANAING PLAN j ri • `x x. F > w s ROOF G PLAN '� =•- } # ,: 4 �q i sa &k s y , Struaura[Rete"5e, LLQ 34 Shedd Lame Chehsfbrd ;MA 01824 W� Uta �Y 10— ', MI , '978-8 I PAV ftFF x 3 x E n. .. _ sof Y i N 3 a o , Page 4 of 22 n .,• ?.� .. .. T : .e :;; :.rr ,r.. .. s: ;,r ^. 4 n:. 0 a'a; . .✓s-R'A a r. ,Y ,Y .sR ?t A 6X ps_: .`'"r q( 'E"}}. - t Rtla; C M Rdih ArkdOtt�r` job#06196 -.• 09pnr: SEN Dates 10;3415M 261=T' ,08: t3eecrlption scope Slie Ridge Beers,Sind Floor Beam,Check Rafters General Timber Beam DasCription tRB-'I Now ridge beam Gen oral.Information le t 19537l20fl i 1�€� ,2Qt30MO ISC;.200314FPA�oa0 S *itcr btas a«oer datined $6olot' Name Ml�ndLarn:6.26x18. ntgr pan! 2�.flQ .<.r;i a 6.0 ft Beam Width 6.254 in .. --Lu Q.O.01 B601tti 18,OOOin Rtght. ainlltever •� :-LU ;0,0011 Meri tborTyoe Manul/So.Pinrt 7ruaa Jr st-Mod,AluanelVi i:MCOM 1.9 E F6 Rase AJ16W 2,600 psi Luau 0 f Factor 1.15p Fv.�41low 2WI)psl: Ream End Fixity Pin-E i t Fc 09*.9*. /l/S(/Uy./C{psi E.' ks0a.0}rsi `bra ezotdal Loads I DL s Leh .. Will LL Left, *it Siam Lac 0.000 R DL Q Right 240,01) #tR Lt: fight 62.O6 0 End Loc'. 12:ttt tt 11: 02 11L Left 240,00 flit. LL Left: •462.110 i Mart Loc 12 00b DL.Q Right 240.00 #1ft LL a Right 462;W.M1R End Lam 26.000 "tt Beam Desig.p.10K Soon=28Kti0fL;:S"m Width-t2toln* 060th=18.iri;B6 6 are 1316A.h Max Stress natio, 0725 r 1 Maximum Moment 51.2 k Maxhum Shear I. �,2 k � . Allowable 70.6 k-ft Allowak t lt+t0*Po hive f4omant 51 19 k�R at 13.936 it Shear..ble 311.0 Left 6.56 k. Max.Necaiive.Moment -0.00 k-FY at 26.000 5 SIRight 8140 Max @.Left Support 0.00 k-t3 COMW O Left t}.00tEiri Max,O'Rtght Support 0.00 k Center 0;6451n Max Mallow 73.54 Reactions.. a Right 0,00014: fb 2.166.91 psi: Fv 11alspsl LeRDL. 1.90 k Max $.56k Fb 21090 0a psis Fv 327.75.:psli igt fOL, 2.90 k Max. SAS k, i ef[Octions CarrrterSpan,�.. T�stai l,oa,�. e Cantilover... TOWWOd b tlectipn -0,43016: A.267In Denedtioe 0.000 in 0.000.1 t Locally#. 13.312 it. 13,312 ft I,Lan i 11 Doll; 11.0 0.0 u.,Len0W.D.98 126:6. 248,14 Right Cantilever_ Cambert q8th.g 114:*-D-L fiefl 1 i)ef an 0.000 in 0.000 in t y;entet a,645irt Langthttefit 0.0 0,0 Left 11;000 In V Right :0,000:14 ......... stress Cellos r brill ng Analyst$ Ck 20A44 IA: 0,00011 S4( :263,6001rt3 Ama .94:503 int Gf 1:000 Rb 000 Ct 5561.Oga f A+tQmd &ig"ble i'h center 51.fib keit 20&46)n3,)n3 2,990,00 psi, Left Support:. 0.ba »!t 1 t�Ll:n 2.993.30 tksi fRight Support: 0,00 k-ft 2:990.00 Psi:. Slreair Alysis Le it Support plight Support:. 1.3eatgn$i aer. Area Required 25.172 int 34:123 M2 v:; ltrable; 327.75pal 327.7'5 psi'. Searing ig Suppol Nlax,LeRteatx[on5.56 k. Bearfftg Length Rpq'd 1.4134r* Max:Right Reaction 8.48 k866611 Length Raga: 2,15316 Page 5 of 22 7 feP1li.�«�«.. FXV END.,O 5MA,L,..(;ABLE, T6 6 " x Wit .4 8E€�R C m 1 ? REaFtOOM 2 ti Zxi ot MR jo ts. W O: . _ I L' .2 :`�....4:IG14s 4FwW1:'f i�lI.hF'�f� d - I ' KALE- 31j Gl=R*�00 Page 6 of 22 . r CO € €cTril PLAGS € ., tAW V, f�.if t+ c' *tet r -t 3 '7"• L't(, jib,,. �`T., _. ft "y�.�d f a 4 , "V A�P I p 5J �aat��r , :yam. Y„��� �ti., �s ��rrqg7� p fir. E a+� f8'i.Y9. h3 jolsr'Pcm M., '� t; �wrwrv��xx�wxuw:wu:mmtr. cc� f -9 � nt ' FT To Vt.., 7f i 3 t 3 y i as ` GWRGE REMODEL - s 3 nbutl AnDvvm vim rL �. ,� „ v � � e' "�� JOB Structural Resp�a���, t�t�C SHO 30 Shedd Lane Chelmsford; ISA n182 cct 97,8x866.424+ r OATf , tn , wx ,� o � y IN TI,SO : 15 y ; s r � a m a r q��{ R y a. a g a 3 . , a > a i » >r-v._ .xwrr.. „ ..... ...n..ua✓ .-...m ...,t>wmvw.- ..s,.a v.x._ .y .:.: raxmmwnxws, ..te•, ...b±m, .0 E i a r g ....:.n, .a .tvw..:...... ..........::...,.:.:: ,.:. .. .:��:.,. .. _.. ..............,,., .x.:..:..x, s..... :.:, .., m- ,r.•,.r�.n.wmw ..: .w^.,a 1..,, a , 1 > < t Page 8 of 22111 . . Tit TJ€ tit fi 3 Serial mvt tvr: ire 1rr2sr tt,�31r9 THIS PRODUCT MEETS,OR,EXC D THE . T DESI I R a iahsq:WQ%�tt:6,20 14 CONTROLS FOR THE APPL'tCATION AND LOADSLISTED' �e V A X. 24!, Product Diagram WConceptual LOADS. Ana lysis is f or a,tela McImbir: Primary Load 10 bup-Redid dAl(al-U-J64 Lw at 10GSduratlon,15,0 00ad SuPLO TS: input Soaring At CA Reectjons 1 (I s� Detail Other Width :ength UVk1Dead1Up0ft/"6W 1 PC3tA'bn.rrtasartl�y"vaatl 38t}" `:` A801 HBO lb 1'660 l3:Ritn,Iibard 1 Ply 1 14"at 11 718"ll,t#E�J•Strand tltrt 9t 2 Platoon masonry Wall 1W ZW 4801,1801016610 Al RlinBoord. 9'Ply 1 W x'11718: 0.8E TJ- Irand Rim Board -See e,v8W$petit esAB ld9e Gdtd6 for dddalt(s)A A3:Putti Board Q15 1GN CONTims Maximum Design ''Control Result Dear(lbs) '64 -644 20960 Passe(31°St Rt;rind Span 1 under Floor iaadir g L+ertical Reaction(Itas) 649 649 1395 Passed(46%) Beanng 2.under Floor,looding, Mcim nt(Ft-Lbs) '3824 3824 96668 Passed(40% MID Span 9 finder Fluor loading Live Lt d Oefl(an') QA19 0.590 Pas4ed it.t844) MID Span I render Flour loading 1alpl LeadDefl ( y I: t.17.9 Pas 6d(Lt46 1 MfR pan t untlet'F166` oadinq TJPro, 34:. 34 Passed Span t -Deflection Critarta.,S C�rt��BD�LI_t�460`6L;LF��g}. -Da tilection`sna"is is based on oomposite action with single laydr el 19132-Panels t2W'Span Rating)GLUED&NAILED wood do4i g. -9recin'g(Lu):All oompresstan edges(top,and bottom)m4st be brant!)at r10' nfc untess cdiatesled otherwise, Properattach a eland p000ning or lateral bracing is rapuirhd tc achieve member-stability. TJ Fret RAT WG SYSTI=M -i 11e TJ-Pro:Ftat(ncJ System value prtatrides addilipoat Opor ped rman 1rt OMI tion artd is bassi do a LQED�hAILED 19f3�"'Panels(20"Span Rating)dq*Jng. The controlling"span Is suppts.ledlay waits Additional c irrisideratadrts fiat#hIa ratter tracluda. a alrrg. Nwrta, strtictut�al anglysis.rat` the deck hasmot been performed by,the program,Compariapn WuO'Vs ADD IT1t;7td,i��,.MOTESs, 'IMPORTANTt-The anatysis.presented is output from saftsvare developed by iLeveW, UviivlD warrants tha tixing of Its-products by anis sot re v111 tie a aniplis9 ci an a rdsrr Wath il:eveit�prtsduct des n riira ie and redo asx pteci assign velties. 'floe speci#ie prbdUct application,�inprft:�esigni. loads;anti slater!dimermlons have been provided by the soNfa 'u"r. This audit hes n0tbears r clewed by,an]Leve tea Associate. 4Vot alt pmducts are readily avatlabl+�. Ghaclt with you(srippiter r1r lLave toohnleal reprr3santatNa,(ar product availability, -"TH S PANALYSIS,FOR Lev*10 t'i�ODU T�ONLY! PRCt�IJC7 SUBS IT fT ON VOIDS 7tiIS I WAL:YSIS. -Allowable,Stress Design mathodolegy+rwas tiserl far"E3uilding ode IBC anstyxlng iiia iLevel Dbsinbutlan Prod u limed atsdve.� PFI" ECT INFORM ATIO&, 0EERATO [lel=t;<'lSIl1l00W E.M.math-.N,Andover ��&xli`'+"gF ur r .°mak V"[sr ���:€� €S ��a:Y mL+;,• . Cr%: .AZIA Of A*Wf,. �•€ �°z9tL <arr`2R'� ..'...�.�,s tm�m... �^'":A:�k.� 4fr.,.$. �F��e'. Page 9 of 22 . . 17160'TJ16,60 1';" OM THIS PRODUCT LEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THEAPPLICATION AND L ADS LISTEC E,05d %x p ,P„r nary Load rorpu. . Ham, Vertical Reaction tatalflbtj 160 Nag. Artinalseapips live jlbd) 400 Max. UnfracylVeh9th W) .94. shwaf It juppart (lbs] lit Nee shast A Suppm CIO;)) 177 Naambef, eActiorm Ubs 1 11y7�q�� 1 5°•S.,r�'3art ss t3t"ribn" pow �.p10 too t r rad t iLs .104 000- Shoa;ht OPP='4 493 644. 0 makshelt at suppW 41.f 640 rots Support eac"1 x0 UK) Ad ISO Mooren [—Lbs) : II S Lavey befl&t n .€ ) 040 P OjeoTgPgR !{ATi©N GA,Roth.K Andover Page 10 of 22 Tae' 117/8"tJ105,60@ 1, 01C Vier.2, , .,� 1'Hi I R 3DL�DT NtE Q EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED t pmduct Diagram is Cir ciep t., a yy ( . Analysis is fair a Jol.M Mernbttra Prlrnary LoAd rceu,p-Reslderrllal t�v�ig A s'#I 7,fif Llva at100 siuration l4.il Draail ', S1J;PPt�RT input Flooring yerill l fieactforts�It ate t?afie11 Other Width Length LlveiftartltlpllfTotal'' I Plata on rneat,rr wall 3;50" .26! 2 47-16 f 321 -Al,KIM Board 1�ft°i 114."X 11 718"Q,C3B fJ-Stravd 1tn i�'0ard . 2 Plate ars masonry.wall nor 2 251, 234 T 87 f 01321 A�:Rim bard 1 Ply 1 1A �t.'C 17 8"0.6E `J-.Strand RIM Boerd`0 -See ILeveW Speciliefs7Suodet"s Gourd for'detall(siy A3`.R-fm'8�rd DESIGN CQNTRoLS: Ntaximurn Dealgol Vontrol :Resin,. Location Shear(rbs) 3116 413 205D Past(.! "% Rt end span l under Floor.loading Verficai Reaction(lbs) 3'16 318 1:39x' Passed(23°,�� Hearing.2 ,ender Floor loading Moment(171-Lbs) 2018' 20,18" 450 PassOd#21% MITA Span"t under 1dor loading. Live i aad Deft t1:27 0040 P'aa d(L1999+) MID Span S under Floor loading: TintAl Load DO(in) O379 1.279 massed 0.% MCD pan;1 uncferoor loading. TjPro 35`; 30 Passed. Span I -09fledon Grfterla:STANDARD(L.Vd 071.aLt240), -Detlectiarr anglysls is,basetl on oompr lts action with single layer of 19132"PPanoCs(20"Span l30tln9)GLUE68 NAILED wood,decking. MBraclng(Lat) All compression edge$(tpp and bottom)mus- i'lld btk*d at 1.0`,143"tetc.unlass'detalled olhgrwism Proper attachment and posMoning.ot lateral bracing Is nequlreal to aclaleve membO stability, lj.pm,p ANg AYSTEM:, The 7J-Pro Rating Systern value prrlvtria i acldlkcnal fldOr perlor nanoe.ln omaslion and ls;based on a C3Lt iEt3 8 PJ, ILE a 19 2".I anels(2�i":S pan Rata j deckfng< Tia,a rr#roliing span lS 9upp0 d by+ al , r.rld tronat a�nns#deiallans far oris raC3ng tnclr�de; l3lCing-ilcrtre. A aCrur:kural analy+sls pt the i deok hes not been performed by the Prx9MM, Gbmparisan lralue 3.S` AJDDIT O N=%. -IMPORTANT! The-a,saiysls p�serrCet6 ls'outlrut from s0itware devEk,per by iL vp�. iLavelt>�rtiefPerets the sixl�tg of`is products iay:ttl s solt�++are wvill be'460mpllshed In accorda"e6iPAth 1Lovel pi Itrct a sign r rlteria and code.azoapte'1 design values..The specillc productallplicalldIE ADMI design loads,'and.siated dimerisions have bean pr,ovld-6d by ttte-softvrare user. This pulput has'. Eich tWiwed;by an i,Le4as Ai�ociale:. .Not all pr'od'ucts Oro teadlty availeble. Check With your Suppll�r:er iLa tr.nloal representative for pr6dutt ava lsbfllty -TRIS ANALYSIS 0 1Lev6W PRC7E?CIM ONLY1 PFlC3�lUt�T au BST LITi4N lbS'THIS ANALYSIS. -Atit�wabl SCrsss.0 a eg"r, ettr'ccloac y,was used fipr Sa�iPdlrt yCode 1;3C'arralyzlri tl ll..vebt�€listrler�tlan prcduoC'lEs c ek vd, .Live load on portion b#jnist area Is-very low, P86jgq.jNPGRMATION-, OPENATGR 1KEQRMA-'10Ns G,M.Roth-N.Andover �"e,...3.TP.•i.�C_ k�:8? .b.18:$sa:«�..a�.�e Po.,a'a ig'°�t:".;R: �;� :kt .�aa�§�s:v-'t a-2 e+' r. o u� fir,• THIS PRODUCT MEETSOR R E GEED THE SET DESIGN CONTROLS.FOR THE f PLICATION AND GOADS LISTED load Group; Primary "Old Am 07700 0 max, er ica..r.. �e*cti6n Total U s) 321 321 �"mrax vry tSLFiI i4vactio$ &,esu+? Mal 0341 34' selected DesM k.y :,angg (in) 5.00) Dead zloading �atx:1:1 ��h3C3 �lot - 0.10 rd shear at sApport Uzi 10 4 max -Feat at Dap act _.` b0i 93 P8 97 140 tgad, + how Shur at Suppart, (,ibal 313 "a . MAX Shear it sgpport $Thal 321. 32.E Live 04061006, Q1 GA.Rbl :N,Aedaver: a=C �3. Y, �'fgti�23Q �' -4 ........... f s p . 6 '- ' ` iia . n ry 41 E YtA � P ? fd"§ � � .a`<*r4� } qua...,.., ,^`' A� "� �y"t4�� �•.� 1 - � j i } $oo jcre ..•.:x', BRA.. `Xz"T,°, ''`v's.tsd',� s5°. •. ,d :E. f %ry^ 'j-/ : s. .mom ..... 1z"i r` X1.7 l 1 x usv rucmz r ats',xr "�sr aa�� 7 ^� e ��. � .. &"ra�'C"„s#ti`v§�.: # �.._ ,B�",Ax �;..C�:P�a�'k.�#x..d=�N'.e I % 1 r•^:�� �� t`H. s .. 17,171,.- ...�.,. +«4r � `°S^�y'unon#) nS 3's- , .. «LM"l8$$.OYa�c.E.:e.�.umy.'utv�,+.wwt.a ��.. } k'. �+>!a.Fsx• f...usw.. ... ^..` .-........,. ��.<. �'� �.la,e w. �F �cs's:�'� sir u.`x4-^.�8 � -'°�Y€«aid maf��°�°,e W /� � .•a,.- -� f +� � � x�,.. ' ".... }§1.3&dA�M-�4 ?dit[: .:.. >.. dr slir�d -:$,E st.•'@iz a��tt�d'v N'°':,. .. 'm z tw Ott. s 1. AE °a CA; a§_' r ras 5.n .,. ......,. e<- kt. _ I f.C-n O No i -` . . CK0551 5ECTION 111311 Am I r _ Structure espouse, LLC SHEETNO3 Qtr ® Shedd Lang Chtlrnsf6id. MA.01,824 784866.4249 t _ ";iL # : « u a paw 4 i iw ! I ,q�p�p .. "6 i V £ h IL� IRA r Of i. rF> �' �•r 3 �YYYtlC . .: .� FFF AAA Page 14 of 2;2.• . Title: CS M,Rolh AndoverJob 0,08196 C�s�nr; at IN Quo: t0.°42PM, 20 CCT.08. teacrtptiarr COO : 5izcllidBe Beams Se nd FirSiar rai»;G •Ratty : Tir it Beata Page 1 c�4 �ORfi Pira rntE MOM 9r_ a stay�satGF _-_.._.......... Description [RR-l') +Check"rataf rafter raised Calling enra# tn'fv"rmatlr�nCviae Rei't997120Q t,NOS. E�tli2t103 q 2003 Ni=PA"5tMf0 Bad altawabiea Sre,user det d ----- S ion Name 2.2x10 corder SPon: . 17 o A, ....,,Lu 0,00,0 Beam Width 3.000 in t.oit CWHOV -.,-:Lv 0.00 B fta Depth 9.25U in i+:lght tranti r f Lu 0.00 fl` WrnberType so" Sonica-P)ne-Fi€,No,'ill 0,2 t b'Aq4e:AI1bW 610 psi: ttied.Dur i= etor 1A50 NAllow' tzupsl aaaM End Fixity: Pin-Ptn. FcAllowr 425.0ps# e*tivu t+Aert ha 1,400.4 ltai F611 Length UnItorm'I L600% CanterDL. _ 10-100:014. LL - 87,00 ;fit Left Cantilever OL Vff z LL 014 Right Carrttlevef }L #14. Ll: VW Dead *ad Live Load, lbs, lbs lbs Ips lbs )tars lbs —distance 1800#t 0.060 0 0.6.00A 01041 tt. - 0,00(t 0.000 R Oboo ft 11117 rii _... Beam€�esign�OK span617.00ft,Ewam-Width= ;004inx Ipeoth=:92516,Ends are.:Pln-Rln Max Stress Ratio, Maximum Moment 4,5 WtMaxim Stlesr.'IjT5 AildwaWle" 4.5 -tl Allowable : 4.3,k' # Max.POSAIvamoment; 448tA at 6.868tt Shears Left 1,2gk; Max,Negalive Moment 0.00 k<t at. 17.000 tt Hight 0:68 k M I ax.,.o Leff Suppo`nt 0100 k-tt Cambor: Lett 0.0001n: Max,@ Right Suppod 0.00 is=ti �Ctanter tf.5f391r Mex.Mellow 4.x+1 Right OOOOin elorasa::.: fb 1,Z87':4t1 ps# 1y 616,42 pai. LA tit. 0.72',k: Max ,Pb 1,272.11 psi Fv. 155 25 psi MOIADL 0.31 N Max :018* i3eftebctns __ eat gatLoC0hw Span . ' - ' -- [leflectlmn a.390 in° -0.851:1rr 1?etledian O.t)�.irt {,.000 in Loeatlon 1:752 tl 8,160 tt Ldhgthtt7pti ttV#t 0:0 t:er thtt7Btt i11i B 230,62' it)glttCpntlieve€... Cemts�iE•(uaitt01.5"`r3.;t..i7erli;#.. �efleioiri O.tt�tn' O.OflO ]n Q,Centet 13:598'"Irl _LengthlDetl (M Lett 0;001 in Right, 0.000 In Page 15 of 22 p Title:GM Roth-Andovet Job 0 03196 Osgrtr.SEI )ata: 10.4 i��BCi�Ption copti s. Sixs Rage earn,Siitoed Ida"tarn tse R ilpr .' sir � Yl '1' T' ' 113 �' tfl��caiwC� }€ s s ri titin IRR-11 Check roof rafter for raised reliin� g Stress Gaffs Win AnalYS11 Ck 30:264 tp` 0,{1b0 6 Sxx 421MWArea 27.760 tn2 1.100 Rb 0.000_ c1..'" 0 000 "CenE r 4A0. k- 42.2#}'b 3 1,27 :81 psl A L64 seppO t p.OU k-ft t1.Ot},tri3 14272;91'p$i Righit 8�ppon 0.0Ri k-ti: t�, ink "I�V2.91 psi Shear A11*04 Wt Swpporl Filg t 5elpp ri Nslgn Shear 1884 k .123.k. M Required 11,$72 Int 7M6 162 An Allowable t55.28•psi 185""<25 psr �earin� Supped' Max.Lel.Reaction Bearing terrgtti bq'd 'I015 in' AICnx;'R ght Rea Ilan 0.88 k Bearing LOOth Req,'d 0:6133 lr4' Page 16 of 22 0 ,.. � .,.......uw .,-.,1 G�'C.ak y�k..,..wx y+,....,n MnW&....,..-.+e«..«e.•..,.... fi.l..btia w._ ... . `� t 7A �. .� POP r I " f x 73 CS tit a -its: 1449 rr" gin RUT I HIP IS NEW Ask R1 III p � I # i t Ia qPM M j ""`•�. �we'f �;a� .:� ,r.rurwwe.,v .� � � �YP fi.,l+ � tii Fr " Ci+ P !low SSE . l c j r H � £ # AFP�wtu� ¢ GIIM Rr, i; 4 -' rr^ vzmum: 7 aus as - ;' Lai 4 i �F $ " j aeZZaE�esff�ra �v�� Q y , ------------ Structural gesponse, LLQ 30 Shedd lane Chelmsfifd, tit!01804 QAT $78.866.4249 .sIfe ALF MMr ' Rp_ s. � s a a 6 - X. � � n _. � . , rc 3 » 3 » a. ; , ; ....... Page 18 of 22 Ltsgnwx SEEN DOW 81014, 74 NOV O6. •. . i��t±ri�tiisn Slyjb Ridge SAMM,Secortd Floot:,Boam Check Anitars:. General Ti ber 81 aim p"ID I Description (1 R-ll New head&r fbr 0prb q d" r ��� w�M litt��"rrii�rt Grstle Rs�fi'1.097t200'i t�t�8,20t3d�2tN33 t1��,:�dC73 N.F3'A:50t3E3.Base atle,�rabies are.user defi0ed ; . , Section Nam MicrOL,arn:3.SxO.2S iCiAlter.S,po t3,5i?t .>.,:.L.t3 1D40 ft: Beam Width IWO in Left Ca Aiilever ft .,,.L 0.60`l!t: Beam t3ttfsth 01450 in Right C1tttllever 8 Lu 0,00ft Member Type- ManvySo,Rine Ttass 4olat-t dfacl�tililani Mlcr496i i,9 E Fb t ase AIR.ow 21-600.0 psi Lead Dur.Factor i`vAtidw. 2A5AQpsi Beira i nrt Fixity Pia-01n Fc Allow 700 psi SeanDesign OK >.."�1 t'31 �tali 169:00 Arlt1 LL ;L,e1i. 4i:'r040 � � 5ts�tib 0 t4Of�. �-. i0L�Right'. 13�.L14-��tt L.L. ;�3i�h ' 350<t3t3 .#tai' �?ttl Ltrc a.i�ED:"ft. 3" Span-:$1 Oft.Seaf W.!dth=3,i oln x Depth v9.2,511Ends are In, Oax Strew Ratio 0 460 Ma xittlLir31.mC1111e"t 50k4 MaximumShear 1'6 3,C3 k Allowable '101 k=id Allowable k Max,P0500 Moment 44-r k-ft at 4146 A Shear. (Mtrent . 2M k hier�at Max Nebo*Mda�re t• 0.0{3 to-ft at 0.000 ft. Riga 2.24 k I a � M.oxQ Le#t Apert i3.Ot1 loft -Comben *.Left 0,- 00in 1 Mak@ MOM Up00rt 0340 k-f1, Center ti.t]"n k Mox.M-allow 10.81 Right ti.00010 Ra�tice�,� I ,fb: 1$195183 psi tv 01.65p.01 Left DL. O e k Max 2.40. Fb 2,600M 061 Fy Z a,t t1 tes,f Right:pt . 0161 x Max 2.24 k �3�ebGti�atl Cente��par�..; Vie. "t`atn. ted Car9tltw., "� � C as7 iaeiierkilrkn �Ocf3d€37rr �M.'14T,10 ir3etiecti�n . 0 ,irr 0,t)OC3 Iri ,_.I.rtictti 4':295 4,21 fi. „,Lerglh,!Ore'i1 t3:t" t941 ...Lerk9iiv'��� 250»t� �9�:��' �tfghiGantilr... Can1r.�ue1��i'1.B*i�L;t?e8)n.= Clafle�lio0 O,ODO frti. t];flllt3in 0 nier 0,060 its Leaigthl feli 0 .:d} I0 Left 0.000 i1 Right. 0,006 In, an:�'�." ' '�'�'•-'" :.. .h ,vsN,rzvWs� fix,...-,'- .._. ?.,,.� '._ .., wawa». .w+.xi arseuz�..,dM.ai .. � aisw,u t,,,, rte«-+,. :.. Bendiwtg,Anaty It C•k 21:924' to 000 ft" sxx:: 49:91 Area 32,375 10:2_ I 1::000` Rit 0.00{3 tri' O.gOt? r .center 4,97.k-ft 22,56 itti'3 2MO,00 psi @ Left Upport 0.061n3 21600.00 psi Right Support f3.41t3.it-fit: 0,013 in3 2wo,00 psi Shear Ariatysis; (gl eft Support +R hl'suppoo [3eefgn:"S#rebr 2,97 k 2.132 k Areai•Required 16.411 JO: SAM i02 Fv.A110nable 265.00 p6l 285.t3t1 psi. 8e34r o @ Suppo is Max Left Reactian 2 d4 ic, iSea'ft Length Req'd 0. 28:irr Max.,Right Reaction 2,24 k Rearing Length Req'd 1 085410 Page 19 of 22 g 333 i li 5 , Iki all PAW { r _ g � 1p .......... IT i . 1 g + w. t t ..:........ Li }} ! ` - A'k . 999 Y � 3 .... a i I I L . —L I J-1 IL ~ IN a SCAPT I&MR;=011 i Y i i Norraw wall staring Wi houl Hold-l.owns or usn.4n O v1JY-VMaf ad l trent of t r:'A A �i—rmw kMAI Ttrlltt4 10"k nsl rndps`t gltal tai its mvtqurcd,uidth. t aleph rl by I, . r le. a 16-inch,:AOacverkal-w-A tnt commaicted pot'tigarm I And 3,awn b cmIvIntal 214§nlchr . TTtjt nt°ktt fnt c►�k n jui;r . P rt ira t¢a g-it rlt! s tinct-Smasmic l� kgn c at r ni ars:1.4 .art IR 1 lhbkk 21103. x"Ps'Parrinsin. W30,urttet •_. P' k WMIJA. Won;T060 It tzptr► a!m1 uaro, taw 63 t, L644 4 k8l IBM, "' &Tkomv. VA, ' 4_ i , FIGURE Ot�STRUCit{�t+DETAIL FOR THEAPANA�tROW WA, BRACINGMETHOD-W CHLtUTHOLD•lf�Vl�t�s; OVER CONCRETE OR MASONRY BLOCK FOUNDATION 40uisfde Elevation Sista Ltaval an. EOW of heade d,$vrf< btocW�tttkl"�a�terrixl 1—eoont otheadAr(Ore brocW vrolt segrfaeorfj . r � ,a ? SFsrsalhirRlrllr =. -b fl kFS+ Y 34 fl rlmedId w ? 242.. A e 4J �f { v qp . .°'W 16d Sfn�.Lt , l Ta10,101a ,' ,tntrt crsewsthls.irrs�ry $ �r� n^arsrl rAx,ire 3H grid =�3n7fnir ra � ,Y "3'c+. ..� pukr�s`r�as shisxura and p.c.,n tuarert.{ r Oil frornfng?;iWai'ct�s{llft rpm R602,32 f l )0001b , iet ,k �� I V tUQQ Iti:flaaasier lu%jtzel� tvs3'stra ", on laioli�sisit+ t,r, rkhs�clef+af €ziaz9 t � wa '�#rta#rcll oY!i�Csl;x�dR S�5��aYm.i'J35 s 4 � — r.T«a - 10, �4ax i+sagtlf ' , m 6r�atad a_Kd91Xzq ;a ?prte lssst' t t ilei xnirso ri *d�l shall �$' 3 5°rn n, QCGLir`s*+riliorr 2�•of mash i3kplr8 RiFH .tl S 1$ 3 z j n� "� FJ fi3rrlrrg r nil testutra +: stttictuastlsloel u l tars,v ktldh b r d as!�.INo,of k ght lrza+ fkh Kxl'Ho,for jack ';z e.arril Ta4.rrf'irs far8 het,7lfa"t} aB?) Y 74fi !. a2 f 1 . Min,2 WlW plol� 14 irt9 r Wt PST R403 tygl, — roundaFtaft per,cW Not to eat I k' m i' Inti aka.Ed2S8* t j$s 'A i ItB tt insisrt ti Wsrod ksbsdalibmv vitwwapawool.rrr l Page 210 f Pa a 22 No W if Rrrac ngWitKioi ,ul M.aid sfor use 0 Of ully ShbAth6d Hous �. Fll]t'F CONSTRUCTION DETAILS FOR THE APA NARROW WALL SRACING tEll'MC)D WIT"ouT H6tb.bOWN,S OVER RAISED:WOOD FLOOR 09 SECON0 FLOOR -FRAMING ANCHOR OPTION101 ., E C>tlts$e E[earratfcrtr: 'Slda'I:levbti a l Ln Nrifl scab pl -`4V Pe r 1 r I -Npil#+Str 10r lta r F plata j5a s1 i3GaffJ4 '.lb f :Z71 -� 4womisinxtraa'ol ever Appromed tfrmnai Jvht.,- 4*1 Feinfngss'ncl�rt ncceaffs�I'p�r 1�Zea CanY�'ior��--az'� ': rrseanutrcfaerer rgrtartt^dtfCrn. r t re neared V+a Rim Edatdc pr QRY:Iun*lsr Vim 161A to m lnf,n46 - fat�rtt�al,forbiaekfftalad jpisf=- tJates: qo,5Cra F%vr'e 1 tot compfttlat 1-0m.4%d0o"if. No to scale bi rml;g,ian,.f;ryrs rrioy;,of 'b"d f-00e6d verafeally; f FIGURE 3 CONSTRUCTION DETAILS MR THE APA NiARRW WALL BRACING METHOD WITHOUT HOLD-DOWNS ;COVER RAISED WOOD FLOOR O.R SECO N0'FLOOR-WOOD STRUCTURAL.PAINEL EIRLAP OPTIONfat 1 Orad EEutrallan Std Elivabiaet p 3 Tiff •x � I+tdfl SQfra pfplc ,x 'S '? � `' a`-I�9ail 1 .a' f �tcalale f 4 sale fo 101si 3 ac,f6p on;f balf r+ 1 is 17 3(tl , � x `k — V1044 Sfrardwb1 Fttndl 5hsiuiM r *>*APpmved land 16o, II Ute onei rftredwood Mm Ilopt1d,richt,` r�r DRY lum. bat"m 10*1* I-Arrtfte paorvimi toe burklfng ovorimid joiwf, 'Note; sv X01 Seo Mqw*I fr'ix euffiplbfo,%rrsfn.g 4trlea€1. Plaf tp•,t fp EnRf€�eseeetlWoodAsscacloffon 1mwm4p4Woncl:taaq. Page 22 of 22 1 TO d y1Qi 6-9 DESIGN REMODELING ' Dreams Delivered. Project Proposal Mr. Charles Mrs. Gretchen George project Name: Great Room Addition 10 Castlemere Place Telephone:'9711-7946877 North Andover, MA 0115 Date: 11-24-08 We hereby submit specifications and estimates for: Build a 490 SF Sunroom Additon with Garage Udder on Rear of Home and Raise Ceiling In Rear Bedroom on Second Floor to the enclosed preliminary Plans, Speciffcations, 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, Decks, Porches, Shutters, Plumbing, Heating,Air-conditioning, Light Fixtures, Closet Shelving, Cabinets, Counter Tops, Mirrors, Tub and Shower Doors, Bath Accessories, Fireplaces, Floor Underlayment, Tile Flooring,Vinyl/Reslllent Flooring, Carpeting, Wallpapering, Landscaping and Walkways, Driveway Paving and Preparation, and anything else not speclfled here in. G.M. Roth Dealgn Remoclellnlg,Inc. is fully covered by liability and workers compensation insurance. Massachusetts Construction Supervisors License#056336 Massachusettz Homo Improvement Registration 0109467 Thank you for your consideration] WS Propose to furnish material and labor-completo In accordance with these specificabons,for the sum of: One Hundred Seventy One Dollars Five Hundred Sixt&(1 en.........$176,861.00 Payable as follows: Refer to Terms and Conditions O.M. Roth Design Remodeling Inc.Authorized Signsturo: Note: Tlriq propogar may be withdrawn If not eccepted within 14 days Acceptance of this Proposal - The prices,speoifications and condition are eatlafactory and are hereby accepted You are auth rl, db..lhe rk ae specified. Payment will be trade as outlined above. Siennluro, Date: \ 12 Murphy Drive, Nashua,NH 03062 / p 603.880-3761 / 866.446,7684 / f 603.880.sml / www.gmroth.corn T0iT0'd 1668 OBe £09 HiON W8 0£:60 9002-SZ-noN LOO/L00ln ANVdW00 09V60LZL81 Xtld LZ-OL 8002/SZ/LL .-George Addition, 11-24-08, Specs Page 1 of 10 Description Qty Unit Build a 490 SF Sunroom Additon with Garage Under on Rear of Home to the enclosed Preliminary Plans, Specifications, and Terms and Conditions Agreement. 1 Plans & Permits 1 Project Mobilization 1 Project Mobilization for a large remodeling project/addition, includes pre-construction meetings, project set-up, build plans, permit procurement(fee not included) and two 30 yard dumpsters. Note: Amount of waste can only be estimated--additional dumpster costs, if needed are not included and will be additional. 1 EA Surveys/Engineering 0 1 Tear-Out 1 Remove and dispose in dumpster or truck the following: 1 EA Complete systems Tear-Out 0 Complete deck tear out- includes floor system, rails and steps will be done by the homeowner. 0 SF Concrete Tear-Out 1 Remove Concrete cutting subcontractor set-up labor 1 EA Remove Concrete cutting subcontractor, 22LF min. -Cut in a doorway in foundation where existing window is in basement 22 LF Roof Framing Tear-Out 1 Remove Roof overhang, up to 24" overhang-exisitng house at tie-in 12 LF Roofing Tear-Out 1 R ; Roofing demo- set up add-on 1 EA Remove Roof shingles, 8/12+pitch- includes rear roof over rear bedroom where additon will tie-in 600 SF Roof demo 2nd story add-on 600 SF Remove Gutters and/or downspouts 44 LF Exterior Trim Tear-Out 1 Remove Exterior Trim boards(fascia, rakes, frieze, running boards, soffits, etc. up to 12" wide) 10 LF Deck/Porch Tear-Out 0 Siding Tear-Out 1 Siding removal - set up add-on 1 EA aluminum salvage Remove Siding-vinyl or e for reinstall 600 SF g Door Tear-Out 1 R e aay, �r ent door- '=�y= om_ - Remove Slider or Atrium door, double panel door up to 8'wide-kitchen 1 Window Tear-Out 1 Remove Windows -single, including trim-family room `�[ EA Remove Windows -double and triple mullion, including trim-kitchen,bedroom(2), basemnt 4 EA Two story add-on for window removal -bedroom windows 2 EA Plumbing Tear-Out 0 Heating,Ventilation &Air Conditioning Tear-Out 0 Electrical Tear-Out 1 Remove light fixture, chandelier or paddle fan. Remove lights on wall above deck, and lights under deck. 3 EA G. M. Roth Design Remodeling, Inc. 11/24/2008 2:53 PM George Addition, 11-24-08, Specs Page 2 of 10 s . Description Qty Unit Remove duplex outlets and switches,telephone and CATV jacks, EA.Remove electrical from under deck. 3 EA Interior Wall Covering Tear-Out, 1 Wall covering demo set-up 1 EA Remove interior wall covering-drywall under 100SF, 32 SF min. -upstairs bedroom 96 SF 1 Excavation 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 bid b subcontractor,the Excavation and backfill with machine for addition foundation, y , following is included: .1 EA Strip Loam and remove fill 1 EA Excavate for foundation and back fill after foundation is poured 1 EA Includes install &removal of road plates on complete driveway 1 EA Stone in foundation for slab 1 EA Removal of excess fill 1 EA Drainage systems 0 Drainage systems 0 Perimeter drains, bid by subcontractor-not included until it is determined what is needed - - after initial excavation -- - - -- ---------- --- _ .0 EA Retaining Walls 0 Landscaping will be done by others,including silt fence if required. 0 1 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 Foundation labor add for footing drops 2 EA Foundation labor add for foundation wall drops(top of wall drops) for door openings and grade drops, door openings =two drops 5 EA Drill and rebar new foundation to existing foundation, (figure 1 per 2LF of wall intersection) 5 EA Foundation wall and footing concrete for 4'high walls, 3000 LB, 10"thick with 9"xl6" footing 34 LF Foundation wall and footing concrete for 8'high walls, 3000 lb,10" thick with 10"x20" footing 22 LF Pier Footings 0 Concrete slabs 1 Concrete slab set-up, allows for forming and initial preparation when using a subcontractor 1 EA Pour, float and trowel finish a 4" +/-concrete slab, labor only,materials not included unless stated below, 400 SF minimum 480 SF 4" thick,4000 LB concrete for concrete slabs,wire mesh is not included unless stated below, labor not included, 150 SF minimum 480 SF (- Install 6x6 #10 steel wire mesh while pouring concrete slab,per 750 SF roll, 1 roll minimum 1 EA Foundation Coatings 1 Foundation Coating, Spray-on Damp Proofing by subcontractor, no warranty(150SF min.) 280 SF G. M. Roth Design Remodeling, Inc. 11/24/2008 2:53 PM George Addition, 11-24-08, Specs Page 3 of 10 Description Qty Unit 1 Floor Framing I Furnish and install the following: 1 EA Wood I-Joists I Install ledger/rim board for 11-7/8" Wood I-Joists 63 LF Frame floor, 11-7/8" TGI 560 Joists floor joists 12" oc(8" oc in areas over 24'span),with 3/4" Advantec plywood. Install hangers add blocking where needed against existing house. 490 SF 1 Wall framing 1 Complete Wall system I 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, 1/2" SYP CDX plywood wall sheathing, 32 SF minimum- Note: Figure gable-end walls at longest peak height x total width 1288 SF Wood Stud Walls I Furnish and install the following: 1 EA Pressure treated plate for walls on concrete or porch walls,2x6PT 70 LF Difficult wall framing ADD,many corners, angles, etc. add for gable window walls 736 SF Wall Framing-Window and Door Openings I Frame rough opening for 1 window or door opening, 2x4 or 2x6 exterior bearing wall, install wood header,4'to 8'wide, structural engineering if required is not included-bedroom window 8 LF Exterior walls- frame & sheath in existing 2x4 or 2x6 window or door opening, up to 32 SF, EA-family room window&door _. . _ _ _ __ 2 EA - Exterior walls - frame in & sheath existing 2x4 or 2x6 window or door opening, over 32 SF - rear bedroom window 35 SF Header add-on for a double LVL needed for openings,LF-patio door&garage door 18 LF 1 Roof Framing I Roof Rafter Framing I Furnish and install the following: 1 EA Gable roof framing,2x10 rafters 16" oc, 2x12 ridge board, 2x4 collar ties 16" oc, 1/2" CDX fir plywood roof sheathing, 1x3 spruce ceiling strapping 16" oc, SF of roof area(round up to even ft) 792 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-top roof and right side roof tie-ins 140 SF Gable rafter overhang add-on, up to 12" 44 LF Skylite Rough opening framed in new construction roof, EA 4 EA Ceiling Strapping/Furring I Furnish and install the following: 1 EA Ceiling strapping, 1x3 spruce, 16" oc=garage under ceiling 490 SF Ridge Beams 1 Furnish and install the following: 1 EA Structural Ridge beam,triple 1-3/4"x 18", (even lengths only) 26 LF 5-1/4"x5-1/4" Paralam post to support ridge beam-post in addition outside corner 20 LF 3-1/2"x3-1/2" Paralam post to support ridge beam-post in house wall 20 LF G. M. Roth Design Remodeling, Inc. 11/24/2008 2:53 PM George.Addition, 11-24-08, Specs . Page 4 of 10 Description Qty Unit 1 Roofing, Flashing & Gutters 1 Roofing Preparation 1 Furnish and install the following: 1 EA 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- Complete addition roof and bottom 10'of exisiting rear roof over rear bedroom, in all valleys, around chimneys,vent stacks and all roof and wall intersections (see WinterGuard brochures). 1300 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). 300 SF Supply and install aluminum perimeter roof drip edge(mill, white or brown)to both the eave edge(gutter edge) and rake edge(gable edge). The eave 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 1 EA Roofing Shingles I Furnish and install the following: 1 EA Asphalt roof shingles 7/12 pitch or less, 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). 1600 SF CertainTeed Landmark Premium(90 mph wind warranty coverage),Lifetime architectural roof shingle add-on 1600 SF 2nd story labor add-on for roofing 1600 SF Skylite tie-in,while installing a new roof, asphalt shingles 6 EA Valley Add-On. The valley is exposed to the most water erosion, foot traffic damage and commonly known to form large ice damns. For added protection,three feet of CertainTeed WinterGuard will be installed(18" up each side of the centerline). All valleys will be done in accordance with the National Roofing Contractors Association. 20 LF Ventilation and Flashing 1 G. M. Roth Design Remodeling, Inc. 11/24/2008 2:53 PM George Addition, 11-24-08, Specs Page 5 of 10 Description Qty Unit Install Shingle Vent II Ridge vent, 4' increments, apply shingle cap over ridge vent. Adjusts to 3/12 to 16/12 pitch. Provides 18 sq. inches of net free vent area per lineal foot. Black,Brown or Light Gray. Scientific testing has proven that the most effective exhaust ventilation is at the ridge, naturally hot air rises and the highest point of the roof assembly is the ridge. Testing concludes that ridge vents with an External Baffle Design are much more effective and clearly 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 II Ridge vent, new construction or previously cut in vents,4' increments, apply shingle cap over ridge vent. Addition&roof over bedrooms being remodeled a'_J LF Aluminum 5" x 7" Step flashing installed,tie into sidewall. 12 LF Aluminum Roll flashing installed,tie into sidewall 12 LF Gutters and Downspouts: 0 1 Exterior Trim I 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 72 LF Azek 550 solid white expanded.PVC_trim or.equivalent, up to a 1x6 board,18'lengths-window -; trim and patio door trim on addition 316 LF Vinyl Soffits 1 Furnish and install the following: 1 EA 1x3 Soffit strapping, inside and outside edge of soffit, and 16" oc if needed, installed for vinyl soffit nailer 72 SF CEILING SOFFIT: Install Solid Vinyl "J" Channel Molding at the juncture between the wall and overhang to the areas to be covered. Supply and install Solid Vinyl Soffit System featuring Alcoa ProBead Triple 2-2/3" beaded vinyl porch ceiling panels(or equivalent),white, (Farmers porch and portico ceilings) 72 SF Exterior Trim Aluminum Coil Wrapping 1 Furnish and install the following: 1 EA Custom fabricate and install aluminum trim to cover fascia, rakes and other trim,up to 12"total metal width 72 LF 1 Siding 1 Siding staging set-up,allows for time to set-up staging for small jobs 1 EA Building Paper I Furnish and install the following: 1 EA Typar building wrap or equivalent, SF 600 SF Vinyl Siding 1 Furnish and install the following: 1 EA Re-install salvaged Cedar Impressions vinyl siding 300 SF G. M. Roth Design Remodeling, Inc. 11/24/2008 2:53 PM Gaorge Addition, 11-24-08, Specs Page 6 of 10 Description Qty Unit FLASHING: Where necessary, due to openings around windows and doors, the original sheathing and wood trim will be caulked to avoid air infiltration. Install CertainTeed Solid Vinyl "J" Channel flashing system around all windows, doors, and openings within the proposed siding area This vinyl flashing is applied over the seams around windows, doors etc.to cover and protect the caulking and provide positive protection from air infiltration and major cause of heat loss within a home. This flashing also serves to cover the exposed ends of the siding panels therefore presenting a more finished appearance. This procedure creates a permanent seal vs.non-permanent caulking compounds. 1 VINYL SIDING: Supply and install CertainTeed Monogram Solid Vinyl Siding featuring a Lifetime,Non- Prorated and Transferable Warranty. CertainTeed Monogram Solid Vinyl Siding combines the look of red cedar clapboard wood siding with the rugged durability of vinyl. PVC vinyl is one of the toughest building materials ever invented. This material will not blister, peel, flake, rot, dent, scratch or corrode. PVC vinyl resists termites, insects and animals. Color goes clear through each panel eliminating scraping, sanding and painting. All siding to be installed as per the manufacturer's specifications therebYqfy g uali in for a written manufacturer's warranty. p 1 Side addition, CertainTeed Monogram or Equivalent, standard color selection 400 SF Certainteed Cedar Impressions add-on 400 SF 1 Exterior Doors 1 Furnish doors as specified on enclosed door list. 1 EA Install the following: 1 EA Patio Doors 1 Furnish and install the following: - 1 EA Andersen Patio Doors 1 Andersen Frenchwood swinging patio door,FW119068SASR,High Performance Low-E4 Glass, single swing, Gliding Insect Screen, Pine interior, Terratone exterior, 6-9/16" extension jamb, Anvers Satin Nickel Hardware,R/O size- 8'11-1/8"x6'8" 1 EA Overhead Doors Garage Ov Ia Furnish and install the following: 1 EA Hormann Liberty Series, Traditional Design or equivalent, 8'x6'6"', 2"thick raised panel metal insulated(R12) overhead garage door(steel front&back),white, low headroom tracks. Limited Lifetime warranty on door sections rusting through, and 3-year track, spring and hardware warranty. 1 EA Garage Overhead Door Options I Liftmaster 1/2 HP chain drive electric overhead door opener, includes one transmitter 1 EA Outside wireless keypad 1 EA Garage Overhead Door Trim 1 Trim out a 9'x8' garage overhead door, 1x8 Azek jambs, lx6 Azek casings 1 EA 1 Windows 1 Window installation labor: I 11/24/2008 2:53 PM 9 G. M. Roth Design Remodeling, Inc. George Addition, 11-24-08, Specs Page 7 of 10 Description Qty Unit Andersen Windows- Furnish and install the following Andersen Permashield Windows: 1 EA Andersen 400 Series Awning Windows: I Andersen 400 Series Awning operating window,AR31 single(RO: 3'0-1/2"x1'5-1/2""), High Performance Low-E4 Glass, Terratone exterior,no grids,Awning Stone Electric Operator, and 6-9/16" pine extension jambs 9 EA Andersen 400 Series Awning fixed window,AR31 single(RO: 3'0-1/2"x1'5-1/2""),High Performance Low-E4 Glass,Terratone exterior,no grids, and 6-9/16" pine extension jambs 12 EA Andersen 400 Series Awning fixed window,AR31-3 triple(RO: 9'0-1/2"x1'5-1/2""),High Performance Low-E4 Glass, Terratone exterior, no grids, and 6-9/16" pine extension jambs above patio door 1 EA Andersen 400 Series Awning Picture window, P3060 single(RO: 3'0-1/2""x60-3/8"), High Performance Low-E4 Glass,terratone exterior, 6-9/16" pine extension jambs 9 EA Andersen Power Supplies(3),and Command Centers(3)for Electric window openers (each will handle up to 4 windows) 1 EA Andersen 400 Series Casement Windows: I Andersen 400 Series CW35 triple wide casement window(RO: 7-1-1/8"x5'-0-3/8"), High Performance Low-E4 Glass,terratone exterior,no grids, Estate style, satin Nickel hardware and screens, 6-9/16" pine extension jambs -rear bedroom 1 EA Furnish and install the following Skylights: I Velux VSE308Skylite, electric venting skylight(built-in motor and wiring),Comfort tempered Low-E glass, EDL flashing, RO=30-1/2"x55-1/2" - see electrical for labor to install 4 EA Velux Cellular Electric FMA Shades-white 4 EA f- Plumbing 1 ALL PLUMBING WILL BE DONE BY OTHERS,BUT WILL BE COORDINATED BY GM ROTH. 1 1 Heating,Ventilation and Cooling 1 ALL HEATING AND COOLING WILL BE DONE BY OTHERS,BUT COORDINATED BY GM ROTH 1 1 Electrical 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 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 I Duplex outlets 14 EA GFI duplex outlets 2 EA Dedicated 110 duplex outlet-fireplace, refrigerator 2 EA Waterproof outlets, GFI 2 EA Duplex brass floor outlets I EA Appliance outlet or wiring-Andersen electric window openers(9)and controls(3) 12 EA Telephone jack I EA Cable TV outlet 1 EA G. M. Roth Design Remodeling, Inc. 11/24/2008 2:53 PM George Addition, 11-24-08, Specs Page 8 of 10 Description Qty Unit Switches, single-outside flood lights &garage light 2 EA Switches, single slide dimmer, 600 watt- interior lights 3 EA Switches, single slide dimmer, 1000 watt-outside recessed lights 1 Switches, 3 &/or 4 way- includes switches for pond water falls(2), dock lights(1) and pole lights (1) in addition and next to basement door EA 1 Switches, 3 &/or 4way slide dimmer, 600 watt 1 EA Lighting I Light outlet for wall or ceiling mounted light fixture(fixture is not included unless specified otherwise) 7 EA Outside flood light,two lamp, standard fixture included 2 EA Paddle fan install(fixture and control not included) 2 EA Recessed lights,Halo 4" white or equivalent, 75par30fl bulbs-exterior soffits 10 EA Recessed lights, Halo 5" white or equivalent, 75par30fl bulbs 7 EA Low voltage dimmer switch-150W 1 EA Low Voltage Lineal Track Lighting,Up to 8 lineal feet of lighting track.Use for under cabinet and inside cabinet lighting. Includes wire track, "self healing" wire, up to 16 light sockets and Zenon frosted lamps or equivalent, 1 splice box and one transformer. Black or White 1 EA Central Vacuum/Smoke Detector I Smoke detectors,wired with battery back-up (upgrade and/or tie-in of existing is not included) 1 EA CO-2 Detector/ Smoke detector 120volt with battery back up-Required in MA.- 1 Per Level 1 EA Decora outlet or switch add-on,per outlet 36 EA Thermostat, wiring only(in open wall) 1 EA ~ Labor to wire electric skylight motor(motor not included) - - - - 4 EA 1 Insulation I Furnish and install the following: 1 EA Floor Insulation I SEALECTION 500 spray applied polyurethane foam insulation, seals cracks, gaps and voids by expanding 120 times it's volume into a semi rigid insulation and air seal. R-19 garage ceiling 500 SF addition floor) ) 1 Wall Insulation SEALECTION 500 spray applied polyurethane foam insulation,R-19 addition walls 500 SF Fiberglass batt wall insulation, R19, 5-1/2",with poly vapor barrier- garage kneewalls 250 SF Ceiling Insulation 1 SEALECTION 500 spray applied polyurethane foam insulation,R-30 addition roof, rafter vents/ventilation are not needed with this insulation 730 SF Caulk all plates&headers 1 EA 1 Interior Walls & Ceilings 1 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. 1 EA 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 1600 SF G. M. Roth Design Remodeling, Inc: 11/24/2008 2:53 PM George Addition, 11-24-08, Specs Page 9 of 10 Description Qty Unit Drywall, 5/8" for OVER 750 SQ.FT., gypsum board, installed with drywall screws. Fire rated for garage or for fire rated requirements, if finished room above over garage all walls require drywall. 128 SF minimum 850 SF Drywall patch or small area projects under 128SF,per sheet,32 SF ea-kitchen ceiling, front entry ceiling&family room window& door 3 EA Cathedral ceiling set-up charge,per SF 700 SF Ceiling Texture 1 Standard Drywall Ceiling Texture. Apply a drywall joint compound random patterned roll texture to all new drywall ceilings 1 EA 1 Decks & Porches 1 Deck/Porch Floor framing I Furnish and install the following: 1 EA Install deck ledger board,board to be supplied by owner. Install Grace Ice & Water Shield to sidewall, install ledger board with 12d galvanized nails and two zinc coated 5/16" x 4" hardened steel RSS Screws(Rugged Structural Screws) every 16" on center. Install aluminum ledger flashing(5" .024 aluminum coil stock pre-bent) and seal top of flashing to house sheathing with Grace Ice& Water Shield or equivalent. 56 LF 1 Interior Doors, & Interior Millwork& Trim I Window Casings & Jambs-Furnish and install the following: I Window extensign jambs, up to a 1x5" D-select pine, up to 3'x4'- exisitng kitchen window 1 EA Window casings, 1x2-1/2" clear flat pine, up to 3'x4'(ext jambs not inc). 26 EA Window casings, 1x2-1/2" clear flat pine, over 3'x4', up to 4'x6'(ext jambs not inc) 9 EA Window casings, 1x2-1/2" clear flat pine„over 4'x6', up to 6'x8' (ext jambs not inc) 1 EA Door Casings &Jambs -Furnish and install the following: 1 Door casing, 2-1/2" clear flat pine casing,triple door,per side 1 EA Baseboard Moldings-Furnish and install the following: I Baseboards, 1x5 clear flat base 88 LF 1 Cabinets, Counters & Appliances 0 Floor Covering 1 Floor Underlayment-Furnish and install the following : 1 EA Install 1/2" PTS fir underlayment, CC or better, plugged& sanded, (min. 32SF)- install under cabinets to match floor levels 200 SF Wood Flooring-Furnish and install the following: 1 EA Hardwood flooring under 200 SF add-on, add to standard installation or refinish 1 SF Install maple quarter sawn white 3/4"x3" strip flooring, natural finish(no stain), sand and apply 3 coats of polyurethane finish($10 per SF material &installation allowance) 290 SF Ceramic Tile Flooring-Furnish and install the following (standard installation, diagonals, borders etc. are additional): I EA Ceramic tile flooring, $6 SF material allowance(tile and grout). Add 10%min for waste, (add below for 90SF labor min) 200 SF 1 t 1 Painting Furnish and install the following painting: 1 EA G. M. Roth Design Remodeling, Inc. 11/24/2008 2:53 PM George^Addition, 11-24-08, Specs Page 10 of 10 Description Qty Unit addition 2000 $ 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 490 EA 1 f G. M. Roth Design Remodeling, Inc. 11/24/2008 2:53 PM George Bedroom Remodel, 11-24-08, Specifications Page 1 of 3 Description Qty Unit Raise Ceiling In Rear Bedroom On Second Floor of Home to the enclosed Preliminary Plans, Specifications, and Terms and Conditions Agreement. 1 Plans & Permits 1 Project Mobilization 1 Project mobilization for an interior remodel project, includes pre-construction meetings, project set-up, build plans, permit procurement(fee not included). Dumpster is not included 1 EA Surveys/Engineering 0 1 Tear-Out 1 Remove and dispose in dumpster or truck the following: 1 EA Roof Framing Tear-Out 1 Roof framing demo set-up 1 EA Remove Ceiling joists 242 SF Remove Ceiling strapping 242 SF Plumbing Tear-Out,All plumbing tear out will be done by homeowner's plumber 0 Heating,Ventilation & Air Conditioning Tear-Out 0 Insulation Tear-Out 1 Remove Ceiling insulation,batts, SF 0 SF Remove Ceiling insulation, blown-in, SF-put in adjacent area of attic 242 SF Ceiling Covering Tear-Out 1 -:; Ceiling demo set-up 1 EA Remove drywall ceiling, 100+ SF 242 SF Flooring Tear-Out 0 1 Wall framing 1 Wood Stud Walls _ _ 1 Furnish and install the following: 1 EA Gable wall, 2x4 16" on center, 2x4 sole plate, frame to rafter- extend 2x4 studs to 2x6 on exterior wall and add 2x4 studs on interior side 72 SF 1 Roof Framing 1 Roof Framing Add-ons-Furnish and install the following: 1 Skylite Rough opening framed in existing 2x10 roof rafters,R0=30-1/2"09", EA 2 EA Roof sheathing 1 EA Furnish and install the following: 1 EA Roof sheathing, 1/2" Fir CDX plywood, <8/12 pitch, figure actual SF of plywood- on top of ceiling joist per engineer 96 SF Ceiling Joists 1 Furnish and install the following: 1 EA Ceiling joists, 2x10, 16" oc, SF-sister 2x10x8'to exisitng rafter and install 2x10 joists on interior side of attic to make vault 352 SF Ceiling strapping, 1x3 spruce, 16" o.c 352 SF Windows 1 Furnish and install the following Skylights: 1 G. M. Roth Design Remodeling, Inc. 11/24/2008 3:01 PM .George'Bedroom Remodel, 11-24-08, Specifications Page 2 of 3 ` Description Qty Unit Velux VSE304Skylite, electric venting skylight(built-in motor and wiring), Comfort tempered Low-E glass, EDL flashing, RO=30-1/2"09" -see electrical for labor to install 2 EA Velux DMA Electric Light Block Shades 2 EA 1 Plumbing 0 Heating, Ventilation and Cooling 0 Electrical I 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 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. 1 EA Duplex outlets -for flat screen TV's in four bedrooms upstairs 4 EA Cable TV outlet-for four TVs in upstairs bedrooms 4 EA Switches I Switches, single 1 EA Lighting 1 Paddle fan install(fixture and control not included) I EA Central Vacuum/Smoke Detector I Smoke detectors, wired with battery back-up (upgrade and/or tie-in of existing is not included) I EA Miscellaneous Electrical 1 r Fish wiring for outlets or switches in closed walls or ceilings-for outlets and cable TV in three exisitng bedrooms 6 EA Labor to wire electric skylight control system(control system not included) I EA Labor to wire electric skylight motor(motor not included) 2 EA Allowance to relocate wiring in ceiling above rear bedroom 350 $ I Insulation I Furnish and install the following: I EA Wall Insulation I Fiberglass wall insulation, R19, 5-1/2", with poly vapor barrier-garage kneewalls 72 SF Ceiling Insulation I Rafter vents, 16" o.c., 11"x48" Ea or 24" o.c., 22"x48" Ea 176 SF Fiberglass insulation, R30, 9" 176 SF Fiberglass insulation, R30 High Density, 8-1/4" (use in cathedral ceilings with 2x10 rafters) 176 SF 1 Interior Walls & Ceilings I 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. I EA Drywall 1/2" for UNDER 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 488 SF Ceiling patch, small area up to 4 SF, roll texture or equivalent, ceiling painting not included - exisitng front bedroom I EA Ceiling Texture 1 G. M. Roth Design Remodeling, Inc. 11/24/2008 3:01 PM George"Bedroom Remodel, 11-24-08, Specifications Page 3 of 3 Description Qty Unit l Standard Drywall Ceiling Texture. Apply a drywall joint compound random patterned roll texture to all new drywall ceilings 1 EA 1 Interior Doors, & Interior Millwork& Trim 0 Painting 1 Furnish and install the following painting: 1 EA Material and labor paint and staining allowance (includes all painting prep required) for rear bedroom and to repair ceiling and paint ceiling in front bedroom 750 $ 1 Clean up 1 Small sized project(basic bath etc.) clean-up,dispose of all debris in dumpster or dump truck on site and broom/rake clean area remodeled,per job 1 EA Maid cleaning company, SF 264 SF 1 G. M. Roth Design Remodeling, Inc. 11/24/2008 3:01 PM �•1ORTy O l 6 TO" Andover , 0 No. o lover, Mass.,�eZ• /r• O� COCHICHEWICK ORATED `S BOARD OF HEALTH Food/Kitchen Septic System PERMIT T D • BUILDING INSPECTOR THIS CERTIFIES THAT......... ................ ............. ............ !............ ......................................................... Foundation y has permission to erect... buildings on .... .... .........�aa.................!!�!V!'�!r .................. Rough Chi to be occupied as............ ...... h! r..�...... .. wti . .. .... ! 1. .......... mney 04.provided that the person accepting this p6rmit shall in every re pact conform to terms of the application 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 Final 11 q PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRU STARTS Rough Ole.......... Service BUILDING INSPE 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.