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Home My WebLink AboutBuilding Permit #499 - 21 WOODBRIDGE ROAD 3/23/2009BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION!(PR PLAN EXAMINATION Permit NO: Dateleceived - 5' V 51 Date Issued: — IMPORTANT: Applicant must cwnplete all items on this page LOCATION A LJC15A y 6( 1f "' ifint PROPERTY OWNER. PHA MAP NO: ! PARCEL:/ ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building 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 V}IUKK I U tat NKt1 UKmtU: OWNER: Name: Address: ,-�2 04 CONTRACTOR Name: -L Address: J;5 "(4e Supervisor's Construction License:, Home Improvement License` ape or Print Clearly) mak/ Phone: 9-7 OA q-/,, b rce 34- to 60 Exp. Date: Exp. Date: llq ARCHITEC ENGINEE C�?�' Iye- r < � / one: � �� (�/ � �7 ` Address: Reg. No. FEE SCHEDULE: BULDING IT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: f D FEE: $ f U O 3 I t; ' �'� Check No.: I Recei pt No.:6 NOTE: Persons contracting with unre i eyed contractors do not have access to the guarantyfund Signature of Agent/Owner �--�-- Signature of contractor 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' 6 C` MMENTS CONSERVATION Reviewed on j COMMENTS I Q) ( HEA H 1 7 OMMENTS g Cu Reviewed on Signature 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`Os ood Street FIRE DEPARTMENT - Temp Dumpster on site yes . ' ,_no Located at 924 Main Street Fire Department signature/date COMMENTS z N Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A —F and G min.$100-$1000 fine NOTES and DATA — For department use ❑ Notified for pickup - Date Doc.Building Permit Revised 2008 1 r Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ 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 o Workers Comp Affidavit o 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 11 Doc: Building Permit Application Revised 2.2008 Location _ No. v r1 Date NORTN TOWN OF NORTH ANDOVER f � 41 ti:O'i.•o ,•• hO R O 9 Certificate of Occupancy $ cMusBuilding/Frame Permit Fee $ ! Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 3 � 21866 Building Inspector E� W Cd I I O v v Z CC) CL. O CO) � C O of C CO) 0 CD CO) CD m m co 0 G3 03 CO cm CD L Cc O d ME CMCC C EO O O C Z CD �..� th � C C _c C. CO) 0 0 LU W W W U) x. O w v Cf)w O o O to O w G C U C x O U bo p aG C w O W W .c o w ?3 cn C ii °ooG x o c� C w w CE ° z V)cn Q si O I I O v v Z CC) CL. O CO) � C O of C CO) 0 CD CO) CD m m co 0 G3 03 CO cm CD L Cc O d ME CMCC C EO O O C Z CD �..� th � C C _c C. CO) 0 0 LU W W W U) o c O v c co p c V C.3 a� CL. c N O c :t O Cc I I O v v Z CC) CL. O CO) � C O of C CO) 0 CD CO) CD m m co 0 G3 03 CO cm CD L Cc O d ME CMCC C EO O O C Z CD �..� th � C C _c C. CO) 0 0 LU W W W U) -T �� Board of Building Regulat�o s and tan and Construction Supervisor License License: CS 71838 E�cplra lw , 1=1 /22/2009 Tr# 7988 Restriction: 00. JOSEPH E KUPSTAS 1$ WNTE ST ��- WORCESTER, MA 01604 Commissioner ,per J� e� �✓l��l �\ Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration: 148935 Expiration: 11/8/2009 Tr# 261210 Type: Ltd Liability Corpor GOODFELLA'S CONSTRUCTION MANAGEMENT LLC. JOSEPH KUPSTAS 18 W AITE ST.Q �• -` WORCESTER, MA 01604 Administrator I CERTIFY THAT THE OFFSETS SHOWN COMPLY WITH THE ZONING BYLAWS OF NORTH ANDOVER WHEN BUILT CERTIFIED PLOT PLAN LOCATED /N NORTH ANDOVER, MASS. SCALE:1 "=40' DATE:3/12/2009 Scott L. Giles R. P. L. S. Frank. S. Giles R.P.L.S. 50 Deer Meadow Road North Andover, Mass. NOTE. THE ZONING DIST. IS R-4 THE DEED BOOK 7122 PAGE 49. PART OFLOTS 3&5 PLAN #409 N. E. R. D. PROP. 12'X 12' M ADDITION cv) EXIST. HSE. FND. #21 L 119. WOODBRIDGE ROAD OFFSETS SHOWN ARE FOR THE USE OF THE BUILDING INSPECTOR ONLY AND SUCH USE IS FOR THE C DETERMINATION OF ZONING, .13972 CONFORMITY OR NON -CONFORMITY sf ,StERE`� o'�4C LAND WHEN CONSTRUCTED. [FJ -11 Calculations: New floor joist loading R1 R2 1V-0" * Span = 12 * Spacing = Joist spacing 1.334 * Loading (W) = see summary below Floor Load Dead Live W- Floor Load Dead L Live L 15 x 1.334 = 20.01 40 x 1.334 = 53.36 Load Totals: 20.01 53.36 - See Attached Calculations - * Beam Options 1) Use new 2x10 s.p.f floor joists @ 16" on center * Support Conditions RI (lbs)= R2 (lbs)= * Check required support studs Required Area = Provided Area = Dead Live Total 120 324 = 444 120 324 = 444 1.045 sqin exterior walls and 2-2x8 headers at doors /windo Page 13 of 14 Title : GMT Homes - Remley Residence Job # 09020 Dsgnr: SEN Date: 10:49AM, 23 FEB 09 Description : Scope: Misc framing check Rev: 580004 User: KW -0603356, Ver 5.6.0, 15Jun-2007 General Timber Beam Page 1 (c)1983-2007 ENERCALC Engineering Software 09020.ecw:Calculations Description [FJ -1] Check new floor joist General Information 0.675 : 1 Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 2x10 0.000 in Center Span 12.00 ft .....Lu 0.00 ft Beam Width 1.500 in Left Cantilever 11 .....Lu 0.00 ft Beam Depth 9.250 in Right Cantilever 0.75ft .....Lu 0.00 ft Member Type Sawn Spruce - Pine - Fir, No. 1/No. 2 1.9 k Max. Positive Moment 1.33 k -ft Fb Base Allow 875.0 psi 6.000 ft Load Dur. Factor 1.000 Fv Allow 135.0 psi Max. Negative Moment Beam End Fixity Pin -Pin Fc Allow 425.0 psi Repetitive Member @ Right 0.44 k E 1,400.0 ksi 0.00 k -ft Full Length Uniform Loads Center DL 20.00 #/ft LL 54.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 12.00ft, Right Cant= 0.7511, Beam Width = 1.500in x Depth = 9.25in, Ends are Pin -Pin Max Stress Ratio 0.675 : 1 -0.249 in Deflection 0.000 in 0.000 in ...Location Maximum Moment 6.000 It ...Length/Deft 1.3 k -ft Maximum Shear * 1.5 0.6 k Allowable 2.0 k -ft Camber ( using 1.5 * D.L. Defl ) ... Allowable 0.013 in 1.9 k Max. Positive Moment 1.33 k -ft at 6.000 ft Shear: @ Left 0.44 k Max. Negative Moment 0.00 k -ft at 0.000 ft 0.019 in @ Right 0.44 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft Ck 32.440 Le @ Center 0.101 in Max. M allow 1.97 Cf 1.100 Rb Reactions... Cl 0.000 @ Right 0.019 in fb 747.24 psi fv 41.90 psi Left DL 0.12 k Max 0.44 k Fb 1,106.88 psi Fv 135.00 psi Right DL 0.12 k Max 0.44 k Deflections Deflection -0.067 in -0.249 in Deflection 0.000 in 0.000 in ...Location 6.000 ft 6.000 It ...Length/Deft 0.0 0.0 ...Length/Deft 2,137.5 577.70 Right Cantilever... Camber ( using 1.5 * D.L. Defl ) ... Deflection 0.013 in 0.046 in @ Center 0.101 in ...Length/Deft 1,438.6 388.8 @ Left 0.000 in @ Right 0.019 in Stress Calcs Bending Analysis Ck 32.440 Le 0.000 ft Sxx 21.391 in3 Area 13.875 in2 Cf 1.100 Rb 0.000 Cl 0.000 Max Moment Sxx Reo'd Allowable fb @ Center 1.33 k -ft 14.44 in3 1,106.88 psi @ Left Support 0.00 k -ft 0.00 in3 1,106.88 psi @ Right Support 0.00 k -ft 0.00 in3 1,106.88 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.58 k 0.58 k Area Required 4.306 in2 4.306 in2 Fv: Allowable 135.00 psi 135.00 psi Bearing @ Supports Max. Left Reaction 0.44 k Bearing Length Req'd 0.696 in Max. Right Reaction 0.44 k Bearing Length Req'd 0.696 in Page 14 of 14 ALL 5TRUC,TURAL NOTE5 VERIFIED BY 5TRUC,TURAL RE5PON5E. LLC,. - 5EE ATTACHED SPECS AND C,ALCUS. j 1 TI -- PROVIDE 2X10 m FLOOR JOISTS @ 16"OG. I j UP FJ -1: 2x10 S.P.F. o ry SEE CALLS i n Elevation for top foundation of PROVIDE PT LEDGER wall to be determined using top (SAME DEPTH A5 JOISTS) of�existing kitchen floor framing, BOLTED TO THE SIDE OF_ THE HOU5E—{ with elevation reduced to allow foa double sill plate with 2x10 EXISTING HANG JOISTS WITH i I joists floor joists @ 16" O.G. - - SIMP50N HANGER5— - -_ _ - _ - — - - — —'�-- � 2x10Jdsts 16' oc I I I j A PROPOSED 1 ST FLOOR F125 A MMMING A�12 PLAN L 12'-0" r_ 4,4„ _� 4,-4„ F 11- 2x10 Floor v m joists @ 16"— O.C. 6” o.c. FJ -1: 2x10 S.P.F. SEE CALLS o 0 PROVIDE PT LEDGER (SAME DEPTH A5 JOISTS) BOLTED TO THE SIDE OF _ THE EXI5TIN6 HOUSE —4 5" 3'-0 112" HANG JOISTS WITH 5IMP50N HAN6ER5 I� 9'-1 3/4" ►; J ri 12-4 1/2" =t !/ EXISTING OFFICE o m o ' r in \ r e PROPOSED 2ND FLR FRMIr RAM A�12 PLAN�� ..= Title : GMT Homes - Remley Residence Job #09020 Dsgnr: SEN Date: 10:49AM, 23 FEB 09 Description : Scope : Misc framing check Rev: 580004 User: KW -0603358, Ver 5.8.0, 15 -Jun -2007 General Timber Beam Page 1 (c)1983-2007 ENERCALC Engineering Software 09020.ecw:Calculalions Description [CJ -1] Check new rafter General Information Span= 12.00ft, Right Cant= 0.75ft, Beam Width = 1.500in x Depth = 5.5in, Ends are Pin -Pin Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 2x6 Dead Load Center Span 12.00 ft .....Lu 0.00 ft Beam Width 1.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 5.500 in Right Cantilever 0.7511 .....Lu 0.00 It Member Type Sawn Spruce - Pine - Fir, No. 1/No. 2 0.3 k 641.9 219.18 Fb Base Allow 875.0 psi 0.34 k Load Dur. Factor 1.000 Fv Allow 135.0 psi 1.1 k Beam End Fixity Pin -Pin Fc Allow 425.0 psi Repetitive Member at 6.000 ft Shear: E 1,400.0 ksi 0.25 k Full Length Uniform Loads Center DL 14.00 #/ft LL 27.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Center Span... Span= 12.00ft, Right Cant= 0.75ft, Beam Width = 1.500in x Depth = 5.5in, Ends are Pin -Pin Total Load Left Cantilever... Dead Load Total Load Max Stress Ratio 0.895 : 1 -0.657 in Deflection 0.000 in 0.000 in ...Location Maximum Moment 6.000 ft 0.7 k -ft Maximum Shear 1.5 0.3 k 641.9 219.18 Allowable 0.34 k 0.8 k -ft Allowable D.L. DO ) ... 1.1 k Deflection 0.042 in Max. Positive Moment 0.74 k -ft at 6.000 ft Shear: @ Left 0.25 k 147.5 @ Left Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 0.25 k 0.062 in Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.337 in Ck 32.440 Max. M allow 0.82Reactions... 7.563 in3 Area 8.250 in2 @ Right 0.062 in Rb 0.000 Cl lb 1,171.04 psi fv 41.69 psi Left DL 0.08 k Max 0.25 k Fb 1,308.13 psi Fv 135.00 psi Right DL 0.08 k Max 0.25 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.224 in -0.657 in Deflection 0.000 in 0.000 in ...Location 6.000 ft 6.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 641.9 219.18 Right Cantilever... 0.34 k Camber ( using 1.5 * D.L. DO ) ... 2.548 in2 Deflection 0.042 in 0.122 in @ Center 0.337 in Bearing @ Supports ...Length/Deft 432.0 147.5 @ Left 0.000 in Bearing Length Req'd 0.386 in Max. Right Reaction 0.25 k @ Right 0.062 in Stress Calcs Bending Analysis Ck 32.440 Le 0.000 ft Sxx 7.563 in3 Area 8.250 in2 Cf 1.300 Rb 0.000 Cl 0.000 Page 11 of 14 Max Moment Sxx Read Allowable fb @ Center 0.74 k -ft 6.77 in3 1,308.13 psi @ Left Support 0.00 k -ft 0.00 in3 1,308.13 psi @ Right Support 0.00 k -ft 0.00 in3 1,308.13 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.34 k 0.34 k Area Required 2.548 in2 2.548 in2 Fv: Allowable 135.00 psi 135.00 psi Bearing @ Supports Max. Left Reaction 0.25 k Bearing Length Req'd 0.386 in Max. Right Reaction 0.25 k Bearing Length Req'd 0.386 in Page 11 of 14 SCJ --11 Calculations: New ceiling joist NO attic space loading W- Attic Load Ak R1 R2 12'-0" IE * Span = 12 * Spacing = Joist spacing 1.334 * Loading (W) = see summary below Attic Load Dead Live Dead L Live L 10 x 1.334 = 13.34 20 x 1.334 = 26.68 Load Totals : 13.34 26.68 - See Attached Calculations - * Beam Options 1) Use new 2x6 s.p.f attic joists @ 16" on center * Support Conditions R1 (lbs)= R2 (lbs)= * Check required support studs Required Area = Provided Area = Dead Live Total 84 162 = 246 84 162 = 246 0.579 sgin exterior walls and 2-2x8 headers at doors /windo Page 10 of 14 1 3/4" Page 9 of 14 —4—o f Title: GMT Homes - Remley Residence Job #09020 Dsgnr: SEN Date: 10:48AM, 23 FEB 09 Description : Scope : Misc framing check Rev: 580004 User:KW-0603358, Ver 5.8.0, 15 -Jun -2007 General Timber Beam Page 1 (c)l983-2007 ENERCALC Engineering Software 09020.ecw:Calculalions Description [NR -1] Check new rafter General Information Span= 6.00ft, Right Cant= 0.75ft, Beam Width = 1.500in x Depth = 9.25in, Ends are Pin -Pin Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 2x10 Dead Load Center Span 6.00 ft .....Lu 0.00 ft Beam Width 1.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 9.250 in Right Cantilever 0.75ft .....Lu 0.00 ft Member Type Sawn Spruce - Pine - Fir, No. 1/No. 2 0.2 k 17,765.5 4,938.63 Fb Base Allow 875.0 psi 0.24 k Load Dur. Factor 1.150 Fv Allow 135.0 psi 2.2 k Beam End Fixity Pin -Pin Fc Allow 425.0 psi Repetitive Member at 2.987 ft Shear: E 1,400.0 ksi 0.21 k Full Length Uniform Loads Center DL 20.00 #/ft LL 50.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL 20.00 #/ft LL 50.00 #/ft Beam Design OK Center Span... Span= 6.00ft, Right Cant= 0.75ft, Beam Width = 1.500in x Depth = 9.25in, Ends are Pin -Pin Total Load Left Cantilever... Dead Load I oral Load Max Stress Ratio 0.138 : 1 Deflection 0.000 in 0.000 in ...Location 2.987 ft Maximum Moment ...Length/Deft 0.3 k -ft Maximum Shear * 1.5 0.2 k 17,765.5 4,938.63 Allowable 0.24 k 2.3 k -ft Allowable D.L. Defl ) ... 2.2 k Deflection 0.002 in Max. Positive Moment 0.31 k -ft at 2.987 ft Shear: @ Left 0.21 k 3,219.4 @ Left Max. Negative Moment -0.01 k -ft at 6.000 ft @ Right 0.21 k 0.002 in Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support -0.02 k -ft @ Center 0.006 in Ck 30.250 Max. M allow 2.27Reactions... 21.391 in3 Area 13.875 in2 @ Right 0.002 in Rb 0.000 Cl fb 175.14 psi fv 17.36 psi Left DL 0.06 k Max 0.21 k Fb 1,272.91 psi Fv 155.25 psi Right DL 0.08 k Max 0.27 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load I oral Load Deflection -0.004 in -0.015 in Deflection 0.000 in 0.000 in ...Location 2.987 ft 2.987 ft ...Length/Deft 0.0 0.0 ...Length/Deft 17,765.5 4,938.63 Right Cantilever... 0.24 k Camber ( using 1.5 * D.L. Defl ) ... 1.551 in2 Deflection 0.002 in 0.006 in @ Center 0.006 in Bearing @ Supports ...Length/Deft 11,927.5 3,219.4 @ Left 0.000 in Bearing Length Req'd 0.328 in Max. Right Reaction 0.27 k @ Right 0.002 in Stress Calcs Bending Analysis Ck 30.250 Le 0.000 ft Sxx 21.391 in3 Area 13.875 in2 Cf 1.100 Rb 0.000 Cl 0.000 Page 8 of 14 Max Moment Sxx Req'd Allowable fb @ Center 0.31 k -ft 2.94 in3 1,272.91 psi @ Left Support 0.00 k -ft 0.00 in3 1,272.91 psi @ Right Support 0.02 k -ft 0.19 in3 1,272.91 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.23 k 0.24 k Area Required 1.510 in2 1.551 in2 Fv: Allowable 155.25 psi 155.25 psi Bearing @ Supports Max. Left Reaction 0.21 k Bearing Length Req'd 0.328 in Max. Right Reaction 0.27 k Bearing Length Req'd 0.417 in Page 8 of 14 Structural Response, LLC Phone: 978-866-4249 30 Shedd Lane, Chelmsford, Ma 01824 Email: snelson@structuralresponse.com Assumptions & Design Criteria 1. Building Design Code Reference a. Massachusetts Residential Building Code — 7`h Edition I 2. Building Design Loads Used a. Dead Loads i. Roof Framing -15 psf ii. Floor Framing -15 psf iii. Attic Framing -10 psf b. Live Loads (Per ASCE 07 and Mass Bldg Code 7th Edition) i. Floor Loading - 40 psf ii. Bedroom Loading - 30 psf iii. Rafter Loading - 50 psf unbalanced snow load. 1. Roof load is 38.5 psf per ASCE 07 3. Design Criteria Used a. Deflection i. Total Load Deflection - L/240 ii. Live Load Deflection. - L/360 4. Specified Materials a. Misc. Members and Posts (if specified) i. Sawn Lumber: ii. Pressure Treated: iii. Engineered Lumber:. iv. Support Posts: Page 2 of 14 Spruce Pine Fir No 1/2 Southern Yellow Pine #2 MicroLam 1.9E or Approved Equal Sawn studs or Parallam 1.8E if noted l ----------------; - O 70 y p d � C O T_t,)Tr ti cnz nzrn m -_ ►:�y x m ;UO 2 z C) a nj z>70 rn O `" zzUAiO �P N uni o ��p O Orn�p Q) Z rn -n 70 zAll CID X cf)m CID v N. a' x 00 U) - 1 6 ' 2.-q, w 2'- o _ ---- - _ ---_-- z — --- =- N �N ®TLY- - - X Uri; N � N O43 OT 41 p ortA = m T - �, rn w Q x o N r ra N - c- — - — - py U,rnz �z -n;apv �pc acrnrna-n rn 7o 0 O ��d D0__j -►• 2'-10" -2'-T ► - p r -4 O _ O _ <A C r q'-11 3l4" , S'-10 1 /8" �= p A I 3 rn rn y LI)�� pz rn w N Page 3 of 14 [ER -11 Calculations: Existing rafter check W- Roof Load R1 R2 9" Cantilever * Span = 13 with 9" cantilever * Spacing = Rafter spacing 1.334 Build over worst case 1.334 full length of rafter * Loading (W) = see summary below Dead L Live L Build over Dead 10 x 1.334 = 13.34 Dead 15 x 1.334 = 20.01 Live 50 x 1.334 = 66.7 Load Totals : 33.35 66.7 - See Attached Calculations - * Beam Options 1) Use existing roof rafter and sister with new 2x8 * Support Conditions Dead Live Total RI (lbs)= 220 325 = 545 R2 (lbs)= 247 364 = 611 * Check required support studs Required Area = 1.438 sqin Provided Area = ridge board and exterior wall Page 4 of 14 Title: GMT Homes - Remley Residence Job # 09020 Dsgnr: SEN Date: 10:47AM, 23 FEB 09 Description : Scope: Misc framing check Rev: 580004 User. KW -0603358, Ver 5.8.0, 15 -Jun -2007 General Timber Beam Page 1 (c)1983-2007 ENERCALC Engineering Software 09020.eew:Calculalions Description [ER -1 ] Check existing rafter for build over and snow General Information 0.582 : 1 Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 2-2x8 Dead Load Center Span 13.00 ft .....Lu 0.00 it Beam Width 3.000 in Left Cantilever ft .....Lu 0.00 It Beam Depth 7.250 in Right Cantilever 0.75ft .....Lu 0.00 ft Member Type Sawn Spruce - Pine - Fir, No. 1/No. 2 3.4 k Max. Positive Moment 1.77 k -ft Fb Base Allow 875.0 psi 6.473 ft Load Dur. Factor 1.150 Fv Allow 135.0 psi Max. Negative Moment Beam End Fixity Pin -Pin Fc Allow 425.0 psi Repetitive Member @ Right 0.55 k E 1,400.0 ksi 0.00 k -ft Full Length Uniform Loads Center DL 34.00 #/ft LL 50.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL 34.00 #/ft LL 50.00 #/ft Beam Design OK Span= 13.0011, Right Cant= 0.75ft, Beam Width = 3.000in x Depth = 7.25in, Ends are Pin -Pin Max Stress Ratio 0.582 : 1 Total Load Left Cantilever... Dead Load Total Load Maximum Moment -0.162 in 1.8 k -ft Maximum Shear * 1.5 0.8 k Allowable 6.473 it 3.0 k -ft ...Length/Deft Allowable 0.0 3.4 k Max. Positive Moment 1.77 k -ft at 6.473 ft Shear: @ Left 0.55 k Max. Negative Moment -0.01 k -ft at 13.000 ft @ Center @ Right 0.55 k Max @ Left Support 0.00 k -ft 261.0 @ Left Camber: @ Left 0.000 in Max @ Right Support -0.02 k -ft @ Right 0.041 in @ Center 0.244 in Max. M allow 3.04 Reactions... @ Right 0.041 in fb 808.05 psi fv 34.60 psi Left DL 0.22 k Max 0.55 k Fb 1,388.63 psi Fv 155.25 psi Right DL 0.25 k Max 0.61 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.162 in -0.403 in Deflection 0.000 in 0.000 in ...Location 6.473 it 6.473 ft ...Length/Deft 0.0 0.0 ...Length/Deft 960.0 386.72 Right Cantilever... 0.75 k Camber ( using 1.5 * D.L. DO ) ... 4.848 in2 Deflection 0.028 in 0.069 in @ Center 0.244 in Bearing @ Supports ...Length/Deft 650.8 261.0 @ Left 0.000 in Bearing Length Req'd 0.428 in Max. Right Reaction 0.61 k @ Right 0.041 in Stress Calcs Bending Analysis Ck 30.250 Le 0.000 ft Sxx 26.281 in3 Area 21.750 in2 Cf 1.200 Rb 0.000 CI 0.000 Page 5 of 14 Max Moment Sxx Req'd Allowable fb @ Center 1.77 k -ft 15.29 in3 1,388.63 psi @ Left Support 0.00 k -ft 0.00 in3 1,388.63 psi @ Right Support 0.02 k -ft 0.20 in3 1,388.63 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.75 k 0.75 k Area Required 4.823 in2 4.848 in2 Fv: Allowable 155.25 psi 155.25 psi Bearing @ Supports Max. Left Reaction 0.55 k Bearing Length Req'd 0.428 in Max. Right Reaction 0.61 k Bearing Length Req'd 0.479 in Page 5 of 14 Title: GMT Homes - Remley Residence Job # 09020 Dsgnr: SEN Date: 10:48AM, 23 FEB 09 Description : Scope : Misc framing check Rev: 580004 Pae 1 User: KW -0603358, Ver 5.8.0, 15 -Jun -2007 General Timber Beam g (c)1983-2007 ENERCALC Engineering Software 09020.emCalculalions Description [ER -1 a] Check existing rafter for build over and snow General Information Dead Load Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 2x10 0.780 Center Span 13.00 ft .....Lu 0.00 ft Beam Width 1.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 9.250 in Right Cantilever 0.75ft .....Lu 0.00 ft Member Type Sawn Spruce - Pine - Fir, No. 1/No. 2 Allowable 996.9 2.2 k Fb Base Allow 875.0 psi 1.77 k -ft Load Dur. Factor 1.150 Fv Allow 135.0 psi 0.55 k Beam End Fixity Pin -Pin Fc Allow 425.0 psi Repetitive Member @ Right 0.55k E 1,400.0 ksi 0.00 k -ft Full Length Uniform Loads Center DL 34.00 #/ft LL 50.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL 34.00 #/ft LL 50.00 #/ft Beam Design OK Span= 13.00ft, Right Cant= 0.75ft, Beam Width = 1.500in x Depth = 9.25in, Ends are Pin -Pin Dead Load Total Load Max Stress Ratio 0.780 : 1 Deflection -0.156 in -0.388 in Maximum Moment 0.000 in 1.8 k -ft Maximum Shear* 1.5 0.7 k Allowable 0.0 2.3 k -ft Allowable 996.9 2.2 k Max. Positive Moment 1.77 k -ft at 6.473 ft Shear: @ Left 0.55 k Max. Negative Moment -0.01 k -ft at 13.000 ft @ Right 0.55k Max @ Left Support 0.00 k -ft 271.0 Camber: @ Left 0.000 in Max @ Right Support -0.02 k -ft 0.61 k @ Right @ Center 0.235 in Max. M allow 2.27Reactions... Stress Calcs @ Right 0.040 in fb 992.79 psi fv 52.25 psi Left DL 0.22 k Max 0.55 k Fb 1,272.91 psi Fv 155.25 psi Right DL 0.25 k Max 0.61 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.156 in -0.388 in Deflection 0.000 in 0.000 in ...Location 6.473 ft 6.473 ft ...Length/Deft 0.0 0.0 ...Length/Deft 996.9 401.59 Right Cantilever... 0.72 k Camber ( using 1.5 * D.L. Deft ) ... 4.670 in2 Deflection 0.027 in 0.066 in @ Center 0.235 in Bearing @ Supports ...Length/Deft 675.8 271.0 @ Left 0.000 in Bearing Length Req'd 0.855 in Max. Right Reaction 0.61 k @ Right 0.040 in Stress Calcs Bending Analysis Ck 30.250 Le 0.000 ft Sxx 21.391 in3 Area 13.875 in2 Cf 1.100 Rb 0.000 Cl 0.000 Page 6 of 14 Max Moment Sxx Req'd Allowable fb @ Center 1.77 k -ft 16.68 in3 1,272.91 psi @ Left Support 0.00 k -ft 0.00 in3 1,272.91 psi @ Right Support 0.02 k -ft 0.22 in3 1,272.91 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.72 k 0.72 k Area Required 4.645 in2 4.670 in2 Fv: Allowable 155.25 psi 155.25 psi Bearing @ Supports Max. Left Reaction 0.55 k Bearing Length Req'd 0.855 in Max. Right Reaction 0.61 k Bearing Length Req'd 0.958 in Page 6 of 14 [NR -11 Calculations: New roof rafter W- Roof Load AL R1 R2 6' Rafter 9" Cantilever * Span = 6 with 9" cantilever * Spacing = Rafter spacing 1.334 Build over worst case 1.334 full length of rafter * Loading (W) = see summary below Dead L Live L Roof Load Dead 15 x 1.334 = 20.01 Live 50 x 1.334 = 66.7 Load Totals : 20.01 66.7 - See Attached Calculations - * Beam Options 1) Use new 2x10 roof rafter @ 16" on center * Support Conditions R1 (lbs)= R2 (lbs)= * Check required support studs Required Area = Provided Area = Dead Live Total 9 200 = 209 76 190 = 266 0.626 sqin ridge board and exterior walls Page 7 of 14 Title; GMT Homes - Remley Residence Job # 09020 Dsgnr: SEN Date: 10:48AM, 23 FEB 09 Description : Scope : Misc framing check User: KW -0603358, Ver5.8.0,15Jur-2007 General Timber Beam Page 1 (c)1983-2007 ENERCALC Engineering Software 09020.ecw:Calculations Description [NR -1] Check new rafter General Information Span= 6.00ft, Right Cant= 0.75ft, Beam Width = 1.500in x Depth = 9.25in, Ends are Pin -Pin Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 200 0.000 in Center Span 6.00 It .....Lu 0.00 ft Beam Width 1..500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 9.250 in Right Cantilever 0.75ft .....Lu 0.00 ft Member Type Sawn Spruce - Pine - Fir, No. 1/No. 2 0.2 k @ Center 0.006 in Fb Base Allow 875.0 psi 11,927.5 Load Dur. Factor 1.150 Fv Allow 135.0 psi 2.2 k Beam End Fixity Pin -Pin Fc Allow 425.0 psi Repetitive Member at 2.987 ft Shear: E 1,400.0 ksl 0.21 k Full Length Uniform Loads Center DL 20.00 #/ft LL 50.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL 20.00 #/ft LL 50.00 #/ft Beam Design OK Deflection Span= 6.00ft, Right Cant= 0.75ft, Beam Width = 1.500in x Depth = 9.25in, Ends are Pin -Pin -0.015 in Deflection 0.000 in 0.000 in ...Location Max Stress Ratio 0.138 : 1 0.0 0.0 ...Length/Deft 17,765.5 4,938.63 Right Cantilever... Maximum Moment 0.3 k -ft Maximum Shear * 1.5 0.2 k @ Center 0.006 in Allowable 11,927.5 2.3 k -ft Allowable 0.000 in 2.2 k Max. Positive Moment 0.31 k -ft at 2.987 ft Shear: @ Left 0.21 k Max. Negative Moment -0.01 k -ft at 6.000 ft @ Right 0.21 k Ck 30.250 Le Max @ Left Support 0.00 k -ft 13.875 in2 Camber: @ Left 0.000 in Cl 0.000 Max @ Right Support -0.02 k -ft Max Moment Sxx Read @ Center 0.006 in @ Center 0.31 k -ft Max. M allow 2.27Reactions... @ Left Support @ Right 0.002 in 1,272.91 psi fb 175.14 psi fv 17.36 psi Left DL 0.06 k Max 0.21 k @ Left Support @ Right Support Fb 1,272.91 psi Fv 155.25 psi Right DL 0.08 k Max 0.27 k Deflections 1.510 in2 1.551 in2 Fv: Allowable Deflection -0.004 in -0.015 in Deflection 0.000 in 0.000 in ...Location 2.987 It 2.987 ft ...Length/Deft 0.0 0.0 ...Length/Deft 17,765.5 4,938.63 Right Cantilever... Camber ( using 1.5 * D.L. Defl ) ... Deflection 0.002 in 0.006 in @ Center 0.006 in ...Length/Defl 11,927.5 3,219.4 @ Left 0.000 in @ Right 0.002 in Stress Calcs Bending Analysis Ck 30.250 Le 0.000 ft Sxx 21.391 in3 Area 13.875 in2 Cf 1.100 Rb 0.000 Cl 0.000 Max Moment Sxx Read Allowable fb @ Center 0.31 k -ft 2.94 in3 1,272.91 psi @ Left Support 0.00 k -ft 0.00 in3 1,272.91 psi @ Right Support 0.02 k -ft 0.19 in3 1,272.91 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.23 k 0.24 k Area Required 1.510 in2 1.551 in2 Fv: Allowable 155.25 psi 155.25 psi Bearing @ Supports Max. Left Reaction 0.21 k Bearing Length Req'd 0.328 in Max. Right Reaction 0.27 k Bearing Length Req'd 0.417 in Page 8 of 14 I4 m o i I M N � � o \I ( n u, -- -- - 12'-0" - 0 1 _ - - EI no flo im no no io rg na` 33, I � LO DI -I 3 rnN ti - D LO I 3 I I — �8'-4 3/4.. D ®I 18'-0" —��- / 1 � X -Lo ----- - - - --- � — — — — — ---- - I 2-10"ll - 2-9" 1 3/4" 8'-10 1 /8" — -- Page 9 of 14 SCJ --11 Calculations: New ceiling joist NO attic space loading W- Attic Load AL R1 R2 12'-0" IE �.� * Span = 12 * Spacing = Joist spacing 1.334 * Loading (W) = see summary below Attic Load Dead Live Dead L Live L 10 x 1.334 = 13.34 20 x 1.334 = 26.68 Load Totals : 13.34 26.68 - See Attached Calculations - * Beam Options 1) Use new 2x6 s.p.f attic joists @ 16" on center * Support Conditions Dead Live Total R1 (lbs)= 84 162 = 246 R2 (lbs)= 84 162 = 246 * Check required support studs Required Area = 0.579 sqin Provided Area = exterior walls and 2-2x8 headers at doors /windo Page 10 of 14 Title: GMT Homes - Remley Residence Job #09020 Dsgnr: SEN Date: 10:49AM, 23 FEB 09 Description : Scope : Misc framing check Rev: 580004 User. KW -0603358, Ver 5.8.0, 15 -Jun -2007 General Timber Beam Page 1 (c)1983-2007 ENERCALC Engineedng Software 09020.emCalculalions Description [CJ -1] Check new rafter General Information Span= 12.00ft, Right Cant= 0.75ft, Beam Width = 1.500in x Depth = 5.5in, Ends are Pin -Pin Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 2x6 Dead Load Center Span 12.00ft .....Lu 0.00 ft Beam Width 1.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 5.500 in Right Cantilever 0.75ft .....Lu 0.00 ft Member Type Sawn Spruce - Pine - Fir, No. 1/No. 2 0.3 k 641.9 219.18 Fb Base Allow 875,0 psi 0.34 k Load Dur. Factor 1.000 Fv Allow 135.0 psi 1.1 k Beam End Fixity Pin -Pin Fc Allow 425.0 psi Repetitive Member at 6.000 ft Shear: E 1,400.0 ksi 0.25 k Full Length Uniform Loads Center DL 14.00 #/ft LL 27.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Center Span... Span= 12.00ft, Right Cant= 0.75ft, Beam Width = 1.500in x Depth = 5.5in, Ends are Pin -Pin Total Load Left Cantilever... Dead Load Total Load Max Stress Ratio 0.895 : 1 -0.657 in Deflection 0.000 in 0.000 in ...Location Maximum Moment 6.000 ft 0.7 k -ft Maximum Shear 1.5 0.3 k 641.9 219.18 Allowable 0.34 k 0.8 k -ft Allowable D.L. Defl ) ... 1.1 k Deflection 0.042 in Max. Positive Moment 0.74 k -ft at 6.000 ft Shear: @ Left 0.25 k 147.5 @ Left Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 0.25 k 0.062 in Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.337 in Ck 32.440 Max. M allow 0.82 7.563 in3 Area Reactions... @ Right 0.062 in Rb 0.000 Cl fb 1,171.04 psi fv 41.69 psi Left DL 0.08 k Max 0.25 k Fb 1,308.13 psi Fv 135.00 psi Right DL 0.08 k Max 0.25 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.224 in -0.657 in Deflection 0.000 in 0.000 in ...Location 6.000 ft 6.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 641.9 219.18 Right Cantilever... 0.34 k Camber ( using 1.5' D.L. Defl ) ... 2.548 in2 Deflection 0.042 in 0.122 in @ Center 0.337 in Bearing @ Supports ...Length/Defl 432.0 147.5 @ Left 0.000 in Bearing Length Req'd 0.386 in Max. Right Reaction 0.25 k @ Right 0.062 in Stress Calcs h Bending Analysis Ck 32.440 Le 0.000 ft Sxx 7.563 in3 Area 8.250 in2 Cf 1.300 Rb 0.000 Cl 0.000 Page 11 of 14 Max Moment Sxx Reo'd Allowable fb @ Center 0.74 k -ft 6.77 in3 1,308.13 psi @ Left Support 0.00 k -ft 0.00 in3 1,308.13 psi @ Right Support 0.00 k -ft 0.00 in3 1,308.13 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.34 k 0.34 k Area Required 2.548 in2 2.548 in2 Fv: Allowable 135.00 psi 135.00 psi Bearing @ Supports Max. Left Reaction 0.25 k Bearing Length Req'd 0.386 in Max. Right Reaction 0.25 k Bearing Length Req'd 0.386 in Page 11 of 14 ALL 5TRUCTURAL NOTES VERIFIED BY STRUCTURAL RESPONSE. LLC. - SEE ATTACHED SPECS AND CAW5. 6. 0.. ►V- -- -12.0.. 3'-01/2"-- m 1- PROVIDE 2X10 FLOOR J015T5 I @ 16"OG. UP FJ -1:2x10 S.P.F. o i I - SEE CALCS Elevation for top of foundation PROVIDE PT LEDGER w111 to be determined using top (SAME DEPTH AS JOISTS) oflexisting kitchen floor framing, BOLTED TO THE 51DE OF with elevation reduced to allow THE EXISTING HOUSE i I foF a double sill plate with 2x10 HANG JOISTS WITH I j joists floor joists @ 16" O.G. - 51MP50N HANGER5 — — — - — — — tyP• ------------------------------ 10 ------------- -- ---10 Joists 16" oc, rA PROPOSED 15T FLOOR FRAMING �V2 PLAN I I -- — 2x10 floor m 6" joists @ 16"— o.c. O.C. o v FJ -1: 2x10 S.P.F. N SEE CALCS o 0 N PROVIDE PT LEDGER (SAME DEPTH A5 JOISTS) BOLTED TO THE SIDE OF THE EXISTING HOUSE HANG J015T5 WITH 51MP50N HAN6ER5 4 -— - --- 9'-13/4" 2-0" WI 12'-4 1/2" I m OQ •- r \-T ? U v I EXI5TING OFFICE o T I, I I I i 2'-10" ► n s PROPOSED 2NDn�FI OAR �RArMINC X12 PLAN i I SFJ -ll Calculations: New floor joist loading W- Floor Load R1 R2 12'-0" X Span = 12 * Spacing = Joist spacing 1.334 * Loading (W) = see summary below Dead L Live L Floor Load Dead 15 x 1.334 = 20.01 Live 40 x 1.334 = 53.36 Load Totals: 20.01 53.36 - See Attached Calculations - * Beam Options 1) Use new 2x10 s.p.f floor joists @ 16" on center * Support Conditions Dead Live Total R1 (lbs)= 120 324 = 444 R2 (lbs)= 120 324 = 444 * Check required support studs Required Area = 1.045 sgin Provided Area = exterior walls and 2-2x8 headers at doors /windo Page 13 of 14 Title: GMT Homes - Remley Residence Job # 09020 Dsgnr: SEN Date: 10:49AM, 23 FEB 09 Description : Scope; Misc framing check Rev: 580004 User: KW -0603358, Ver 5.8.0,15 -Jun -2007 General Timber Beam Page 1 (c)1983.2007 ENERCALC Engineering Software 09020.emCalculations Description [FJ -1 ] Check new floor joist General Information Span= 12.00ft, Right Cant= 0.75ft, Beam Width=1.500in x Depth = 9.25in, Ends are Pin -Pin Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 2x10 Dead Load Center Span 12.00 It .....Lu 0.00 ft Beam Width 1.500 in Left Cantilever It .....Lu 0.00 ft Beam Depth 9.250 in Right Cantilever 0.75ft .....Lu 0.00 ft Member Type Sawn Spruce - Pine - Fir, No. 1/No. 2 0.6 k 2,137.5 577.70 Fb Base Allow 875.0 psi 0.58 k Load Dur. Factor 1.000 Fv Allow 135.0 psi 1.9 k Beam End Fixity Pin -Pin Fc Allow 425.0 psi Repetitive Member at 6.000 ft Shear: E 1,400.0 ksi 0.44 k Full Length Uniform Loads Center DL 20.00 #/ft LL 54.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Center Span... Span= 12.00ft, Right Cant= 0.75ft, Beam Width=1.500in x Depth = 9.25in, Ends are Pin -Pin Total Load Left Cantilever... Dead Load Total Load Max Stress Ratio 0.675 : 1 -0.249 in Deflection 0.000 in 0.000 in ...Location Maximum Moment 6.000 ft 1.3 k -ft Maximum Shear`' 1.5 0.6 k 2,137.5 577.70 Allowable 0.58 k 2.0 k -ft Allowable D.L. Defl ) ... 1.9 k Deflection 0.013 in Max. Positive Moment 1.33 k -ft at 6.000 ft Shear: @ Left 0.44 k 388.8 @ Left Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 0.44 k 0.019 in Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.101 in Ck 32.440 Max. M allow 1.97Reactions... 21.391 in3 Area 13.875 in2 @ Right 0.019in Rb 0.000 Cl fb 747.24 psi fv 41.90 psi Left DL 0.12 k Max 0.44 k Fb 1,106.88 psi Fv 135.00 psi Right DL 0.12 k Max 0.44 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.067 in -0.249 in Deflection 0.000 in 0.000 in ...Location 6.000 ft 6.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 2,137.5 577.70 Right Cantilever... 0.58 k Camber ( using 1.5 * D.L. Defl ) ... 4.306 in2 Deflection 0.013 in 0.046 in @ Center 0.101 in Bearing @ Supports ...Length/Defl 1,438.6 388.8 @ Left 0.000 in Bearing Length Req'd 0.696 in Max. Right Reaction 0.44 k @ Right 0.019 in Stress Calcs Bending Analysis Ck 32.440 Le 0.000 ft Sxx 21.391 in3 Area 13.875 in2 Cf 1.100 Rb 0.000 Cl 0.000 Page 14 of 14 Max Moment Sxx Redd Allowable fb @ Center 1.33 k -ft 14.44 in3 1,106.88 psi @ Left Support 0.00 k -ft 0.00 in3 1,106.88 psi @ Right Support 0.00 k -ft 0.00 in3 1,106.88 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.58 k 0.58 k Area Required 4.306 in2 4.306 in2 Fv: Allowable 135.00 psi 135.00 psi Bearing @ Supports Max. Left Reaction 0.44 k Bearing Length Req'd 0.696 in Max. Right Reaction 0.44 k Bearing Length Req'd 0.696 in Page 14 of 14 Structural Response, LLC Phone: 978-866-4249 30 Shedd Lane, Chelmsford, Ma 01824 Email: snelson@strucmralresponse.com Structural Engineering Report Client: GMT Home Designs Remley Residence Site Address: 21 Woodbridge Road North Andover, Ma 01845 S.R. Job #: 09020 Work Performed: Size floor, roof members and connections Date: Feb 23, 2009 Prepared By: Scott E. Nelson, P.E. Structural Engineer License #41457 Page I of 14 Structural Response, LLC Phone: 978-866-4249 30 Shedd Lane, Chelmsford, Ma 01824 Email: snelson@structuralresponse.com Assumptions & Design Criteria 1. Building Design Code Reference a. Massachusetts Residential Building Code — 7th Edition 2. Building Design Loads Used a. Dead Loads i. Roof Framing - 15 psf ii. Floor Framing -15 psf iii. Attic Framing -10 psf b. Live Loads (Per ASCE 07 and Mass Bldg Code 7th Edition) i. Floor Loading - 40 psf ii. Bedroom Loading - 30 psf iii. Rafter Loading - 50 psf unbalanced snow load. 1. Roof load is 38.5 psf per ASCE 07 3. Design Criteria Used a. Deflection i. Total Load Deflection - L/240 ii. Live Load Deflection - L/360 4. Specified Materials a. Misc. Members and Posts (if specified) i. Sawn Lumber: Spruce Pine Fir No ii. Pressure Treated: Southern Yellow Pine #2 iii. Engineered Lumber: MicroLam 1.9E or Approved Equal iv. Support Posts: Sawn studs or Parallam 1.8E if noted Page 2 of 14 pp ►r 2-10" ►� 2' 9" 9'-11 3/4" — - 8' 10 118" Page 3 of -14 v O ON=r Y rn N > N A X _ Nov NAa o CrT zccs�O Q)rnOD rna rn o OA AO y0 C n=rn Cl) OAS � D rnA� ��> Cl) Oz -1z z T- 13 rn CN N �rU) Oprn(s)r �rnnz �zIn?a> vcrnrnv-n rn " A Q) '- > -I - ?o ul � O C rn 3 N �-i -a U3 --i N I � I N X_ N -t� I � Q /ER -11 Calculations: Existing rafter check - See Attached Calculations - * Beam Options 1) Use existing roof rafter and sister with new 2x8 * Support Conditions RI (lbs)= R2 (lbs)= * Check required support studs Required Area = Provided Area = Dead Live Total 220 325 = 545 247 364 = 611 1.438 sqin ridge board and exterior wall Page 4 of 14 W- Roof Load R1 R2 9" Cantilever * Span = 13 with 9" cantilever x Spacing = Rafter spacing 1.334 Build over worst case 1.334 full length of rafter * Loading (W) = see summary below Dead L Live L Build over Dead 10 x 1.334 = 13.34 Dead 15 x 1.334 = 20.01 Live 50 x 1.334 = 66.7 Load Totals : 33.35 66.7 - See Attached Calculations - * Beam Options 1) Use existing roof rafter and sister with new 2x8 * Support Conditions RI (lbs)= R2 (lbs)= * Check required support studs Required Area = Provided Area = Dead Live Total 220 325 = 545 247 364 = 611 1.438 sqin ridge board and exterior wall Page 4 of 14 Title : GMT Homes - Remley Residence Job # 09020 Dsgnr: SEN Date: 10:47AM, 23 FEB 09 Description : Scope: Misc framing check Rev: 580004 Pae 1 User: KW -0603358, Ver 5.8.0, 15 -Jun -2007 General Timber Beam 9 (c)1983-2007 ENERCALC Engineering Software 09020.ecw:Calculations Description [ER -1 ] Check existing rafter for build over and snow General Information Span= 13.00ft, Right Cant= 0.75ft, Beam Width = 3.000in x Depth = 7.25in, Ends are Pin -Pin Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 2-2x8 Dead Load Center Span 13.00 ft .....Lu 0.00 ft Beam Width 3.000 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 7.250 in Right Cantilever 0.75ft .....Lu 0.00 ft Member Type Sawn Spruce - Pine - Fir, No. 1/No. 2 0.8 k 960.0 386.72 Fb Base Allow 875.0 psi 0.75 k Load Dur. Factor 1.150 Fv Allow 135.0 psi 3.4 k Beam End Fixity Pin -Pin Fc Allow 425.0 psi Repetitive Member at 6.473 ft Shear: E 1,400.0 ksi 0.55 k Full Length Uniform Loads Center DL 34.00 #/ft LL 50.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL 34.00 #/ft LL 50.00 #/ft Beam Design OK Center Span... Span= 13.00ft, Right Cant= 0.75ft, Beam Width = 3.000in x Depth = 7.25in, Ends are Pin -Pin Total Load Left Cantilever... Dead Load Total Load Max Stress Ratio 0.582 : 1 -0.403 in Deflection 0.000 in 0.000 in ...Location Maximum Moment 6.473 ft 1.8 k -ft Maximum Shear * 1.5 0.8 k 960.0 386.72 Allowable 0.75 k 3.0 k -ft Allowable D.L. Defl ) ... 3.4 k Deflection 0.028 in Max. Positive Moment 1.77 k -ft at 6.473 ft Shear: @ Left 0.55 k 261.0 @ Left Max. Negative Moment -0.01 k -ft at 13.000 ft @ Right 0.55 k 0.041 in Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support -0.02 k -ft @ Center 0.244 in Ck 30.250 Max. M allow 3.04Reactions... 26.281 in3 Area 21.750 in2 @ Right 0.041 in Rb 0.000 Cl fb 808.05 psi fv 34.60 psi Left DL 0.22 k Max 0.55 k Fb 1,388.63 psi Fv 155.25 psi Right DL 0.25 k Max 0.61 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.162 in -0.403 in Deflection 0.000 in 0.000 in ...Location 6.473 ft 6.473 ft ...Length/Deft 0.0 0.0 ...Length/Deft 960.0 386.72 Right Cantilever... 0.75 k Camber ( using 1.5 * D.L. Defl ) ... 4.848 in2 Deflection 0.028 in 0.069 in @ Center 0.244 in Bearing @ Supports ...Length/Deft 650.8 261.0 @ Left 0.000 in Bearing Length Req'd 0.428 in Max. Right Reaction 0.61 k @ Right 0.041 in Stress Calcs Bending Analysis Ck 30.250 Le 0.000 ft Sxx 26.281 in3 Area 21.750 in2 Cf 1.200 Rb 0.000 Cl 0.000 Page 5 of 14 Max Moment Sxx Read Allowable fb @ Center 1.77 k -ft 15.29 in3 1,388.63 psi @ Left Support 0.00 k -ft 0.00 in3 1,388.63 psi @ Right Support 0.02 k -ft 0.20 in3 1,388.63 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.75 k 0.75 k Area Required 4.823 in2 4.848 in2 Fv: Allowable 155.25 psi 155.25 psi Bearing @ Supports Max. Left Reaction 0.55 k Bearing Length Req'd 0.428 in Max. Right Reaction 0.61 k Bearing Length Req'd 0.479 in Page 5 of 14 Title: GMT Homes - Remley Residence Job # 09020 Dsgnr: SEN Date: 10:48AM, 23 FEB 09 Description : Scope: Misc framing check Rev: 580004 Pae 1 User. KW -0603358, Ver 5.8.0, 15 -Jun -2007 General Timber Beam g (c)1983 -2D07 ENERCALC Engineering Software 09020.ecw:Calculations Description [ER -1 a] Check existing rafter for build over and snow General Information 0780 : 1 Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 2x10 ueac Loao Center Span 13.00 It .....Lu 0.00 ft Beam Width 1.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 9.250 in Right Cantilever 0.75ft .....Lu 0.00 ft Member Type Sawn Spruce - Pine - Fir, No. 1/No. 2 22 k Max. Positive Moment 1.77 k -ft Fb Base Allow 875.0 psi 6.473 ft Load Dur. Factor 1.150 Fv Allow 135.0 psi Max. Negative Moment Beam End Fixity Pin -Pin Fc Allow 425.0 psi Repetitive Member @ Right 0.55 k E 1,400.0 ksi 0.00 k -ft Full Length Uniform Loads Center DL 34.00 #/ft LL 50.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL 34.00 #/ft LL 50.00 #/ft Beam Design OK Span= 13.00ft, Right Cant= 0.75ft, Beam Width=1.500in x Depth = 9.251n, Ends are Pin -Pin Max Stress Ratio 0780 : 1 Total Load Lett cantilever... ueac Loao I Otal Loaa Maximum Moment -0.156 in 1.8 k -ft Maximum Shear * 1.5 0.7 k Allowable 6.473 ft 2.3 k -ft ...Length/Deft Allowable 0.0 22 k Max. Positive Moment 1.77 k -ft at 6.473 ft Shear: @ Left 0.55 k Max. Negative Moment -0.01 k -ft at 13.000 ft @ Center @ Right 0.55 k Max @ Left Support 0.00 k -ft 271.0 @ Left Camber: @ Left 0.000in Max @ Right Support -0.02 k -ft @ Right 0.040 in @ Center 0.235in Max. M allow 2.27 Reactions... @ Right 0.040in fb 992.79 psi fv 52.25 psi Left DL 0.22 k Max 0.55 k Fb 1,272.91 psi Fv 155.25 psi Right DL 0.25 k Max 0.61 k Deflections Center Span... Dead Load Total Load Lett cantilever... ueac Loao I Otal Loaa Deflection -0.156 in -0.388 in Deflection 0.000 in 0.000 in ...Location 6.473 ft 6.473 ft ...Length/Deft 0.0 0.0 ...Length/Deft 996.9 401.59 Right Cantilever... 0.72 k Camber( using 1.5 * D.L. Defl ) ... 4.670 in2 Deflection 0.027 in 0.066 in @ Center 0.235 in Bearing @ Supports ...Length/Defl 675.8 271.0 @ Left 0.000 in Bearing Length Req'd 0.855 in Max. Right Reaction 0.61 k @ Right 0.040 in Stress Calcs Bending Analysis Ck 30.250 Le 0.000 ft Sxx 21.391 in3 Area 13.875 in2 Cf 1.100 Rb 0.000 CI 0.000 Page 6 of 14 Max Moment Sxx Read Allowable fb @ Center 1.77 k -ft 16.68 in3 1,272.91 psi @ Left Support 0.00 k -ft 0.00 in3 1,272.91 psi @ Right Support 0.02 k -ft 0.22 in3 1,272.91 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.72 k 0.72 k Area Required 4.645 in2 4.670 in2 Fv: Allowable 155.25 psi 155.25 psi Bearing @ Supports Max. Left Reaction 0.55 k Bearing Length Req'd 0.855 in Max. Right Reaction 0.61 k Bearing Length Req'd 0.958 in Page 6 of 14 [NR -11 Calculations: New roof rafter W- Roof Load R1 R2 6' Rafter 9" Cantilever * Span = 6 with 9" cantilever Spacing = Rafter spacing 1.334 Build over worst case 1.334 full length of rafter * Loading (W) = see summary below Dead L Live L Roof Load Dead 15 x 1.334 = 20.01 Live 50 x 1.334 = 66.7 Load Totals : 20.01 66.7 - See Attached Calculations - * Beam Options 1) Use new 2x10 roof rafter @ 16" on center * Support Conditions Dead Live Total R1 (lbs)= 9 200 = 209 R2 (lbs)= 76 190 = 266 * Check required support studs Required Area = 0.626 sqin Provided Area = ridge board and exterior walls Page 7 of 14 Debris Disposal Affidavit In accordance with the provisions of MGL c. 40, 2.54, Building Permit # was issued with this condition that all debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c. 111, s. 150A. The debris will be disposed of to this location: Rk-cj Wjd� Name of Waste Facility Address of Waste Facility 314; 4 4 Ae� 741 te 1 780 CMR 6`h edition 11.5 Debris: As a condition of issuing a permit for the demolition, renovation, rehabilitation or other alteration of a building or structure, M.G.L. c. 40, s. 54 requires that the debris resulting therefrom shall be disposed of in a properly licensed solid waste disposal facility as defined by M.G.L. c. 111, s. 150A. Signature of the permit applicant, date and number of the building permit to be issued shall be indicated on a form provided by the building department, and attached to the office copy of the building permit retained by the building department. If the debris will not be disposed of as indicated, the holder of the permit shall notify the building official, in writing, as to the location where the debris will be disposed. Signature of Permit Applicant Date REScheck Software Version 4.2.0 Compliance Certificate Project Title: two-story addition Energy Code: 2006 IECC 30.0 7.1 Location: North Andover, Massachusetts 186 Construction Type: Single Family 10 Window 1: Wood Frame:Double Pane with Low -E Project Type: Alteration 0.340 4 Heating Degree Days: 6322 13.7 7.1 Climate Zone: 5 46 Construction Site: 16 Owner/Agent: Designer/Contractor: 21 Woodbridge Road 7.1 Steve and Kim Remley Joe Kupstas North Andover, MA 01845 21 Woodbridge Road Goodfellas Construction Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 145 North Andover, MA 01845 18 Waite Street 4 978-794-3564 Worcester, MA 01604 508-363-1220 Compliance: 1.6% Better Than Code Maximum UA: 61 Your UA: 60 Ceiling 1: Flat Ceiling or Scissor Truss 145 30.0 7.1 4 Wall 1: Wood Frame, 16" o.c. 186 13.7 7.1 10 Window 1: Wood Frame:Double Pane with Low -E 12 0.340 4 Wall 2: Wood Frame, 16" o.c. 186 13.7 7.1 8 Window 2: Wood Frame:Double Pane with Low -E 46 0.340 16 Wall 3: Wood Frame, 16" o.c. 186 13.7 7.1 10 Window 3: Wood Frame:Double Pane with Low -E 12 0.340 4 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 145 32.8 6.7 4 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 listed in the REScheck Inspection Checklist. Name - Title Signature Date Project Title: two-story addition Report date: 02/23/09 Data filename: F:\GMT Home Designs, Inc\Goodfellas Construction\Remley 08-09\Remley Rescheck\090223 Remley REScheck Software Version 4.2.0 Inspection Checklist Ceilings: ❑ Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity + R-7.1 continuous insulation Comments: Above-Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R-13.7 cavity + R-7.1 continuous insulation Comments: ❑ Wall 2: Wood Frame, 16" o.c., R-13.7 cavity + R-7.1 continuous insulation Comments: ❑ Wall 3: Wood Frame, 16" o.c., R-13.7 cavity + R-7.1 continuous insulation Comments: Windows: ❑ Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3: Wood Frame:Dcuble Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #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. Floors: ❑ Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-32.8 cavity + R-6.7 continuous 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: Project Title: two-story addition Report date: 02/23/09 Data filename: F:\GMT Home Designs, Inc\Goodfellas Construction\Remley 08-09\Remley Rescheck\090223 Remley 1 ❑ 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. n 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: Li 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 181B. F1 Building framing cavities are not used as supply ducts. Ej Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: F-11 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; two-story addition Report date: 02/23/09 Data filename: F:\GMT Home Designs, Inc\Goodfellas Construction\Remley 08-091Remley Rescheck\090223 Remley 2006 MCC A [energy Efficiency certificate Ceiling / Roof 37.12 Wall 20.85 Floor / Foundation 39.45 Ductwork (unconditioned spaces): .. Mia fflzbAw° Window 0.34 Door .O .. Water Heater: Name: Date: Comments: �� ' OODIF � � LAS CUSTOMER CONTRACT: CONSTRQ. CTIO�T Steve and Kim Remley 21 Woodbridge Rd. North Andover, MA 01845 978-794-3564 'Su�c Z3 Zoo C.S.L # 71838 H.I.0 # 148935 g kim.remley@us.pwc.com U11�T�oN PROJECT SUMMARY: GoodFellas Construction has designed a two-story Addition with an expanded Home Office and a Master bathroom, a refinished Basement/Playroom, and two Bathrooms. GoodFellas is responsible for all permitting. All work performed by GoodFellas Construction will be done according to State building codes, and will be inspected by City/Town inspector. GoodFellas will remove all job related rubbish and will leave a safe and clean job site at the end of every working day.. GoodFellas will work with the Customers on the details of project and select colors after deposit is given and necessary permitting is in place. All of GoodFellas suppliers will meet with Customers upon acceptance of contract and by appointment only if needed. ADDITIONAL WORK ORDERS: A.W.O's are defined as design or material changes requested by the Customer(s). A.W.O details and price are agreed upon by both Customer(s) and GoodFellas Construction. A.W.O payments are required prior to additional work order being preformed and are not refundable. Additional work orders can and will affect the schedule completion date. Each additional work order will have I a fee of $45 dollars per hour for research and development of order. Fee is due even if additional work order is unapproved. If additional work order is accepted fee be waived. DEPOSIT REQUIREMENT: A deposit is required to start project. The deposit is used for the ordering of time sensitive materials, all permitting, and locking of GoodFellas Construction schedule. PAYMENTS: Checks will be written to GoodFellas Construction Mgt LLC. Payments will be due at agree upon times stated in the contract on the payment schedule. If payments are not paid on scheduled job payment times work will come to a stop until payments are made. Non payments are also subject to an annual interest rate of 18% or 1.5% per month. Insufficient funds for payments being deposited will result in a $35 banking fee. SCHEDULE: Permitting process, schedule lock, customer meetings with GoodFellas vendors, paint color selection, and project materials purchase will begin when the initial deposit is made. Work will begin once permit or building inspector gives OK to begin project. Customer changes may delay schedule. GFC assumes customer will be ready for start date as stated at beginning of agreement. Customer will notify GFC in writing of any delayed start times. Customer will assume cost for rising material and fuel costs associated with delaying project start/finish. Customer is not responsible if project delayed by GFC vendor, permit, labor issues. WORK HOURS AND ACCESSIBILITY TO THE HOME: GoodFellas Construction work day is typically Monday - Friday 7am-4pm. Extended work days or Saturdays may be needed to meet customer deadlines. Access to the home per GoodFellas project is necessary for completion of this agreement. GFC will install a secured Realtor's lockbox on the property to ensure project is managed and completed in a timely fashion. GoodFellas Construction Mgt. LLC - Project: Remley House Project - Version 2 - February 4, 2009 SECTION A: Scope of Work I I. TWO STORY ADDITION A. First Floor—Expanded Home Office B. Second Floor—Master Bathroom • 3D design of a two-story 12x12 addition that will be used as additional Home Office space on the first floor and as a Master Bath on the second floor • Site work is included to prepare outside site and excavation for new addition (see part VII) • Material for excavation will be used on back yard/left side of house/yard • Installation of foundation to plan and site work specifications • Note new foundation will be bolted to existing foundation with epoxy treaded rods • Installation of basement Bulkhead Door — Bilco Steel Door — Bulkhead factory exterior finish Pressure treated stairs to basement from bulkhead door Therma-Tru S-210 Smooth Star Entry door at bottom of bulkhead stairs • Bore Door For Lock & Dead Bolt — Hardware Keyed- A -Like to main house key o Exterior of foundation wall will have waterproofing tar and tie holes fill with hydro cement • 3 ft opening will be cut through and into basement • Existing exterior wall from office to new addition will be opened up to plan • Existing exterior wall from Master Bedroom to new addition Master Bath will be opened up to plan • Supply materials and labor for concrete floor to plan specifications e Provide Framing labor and materials to plan specifications i • Supply and installation of new Anderson vinyl windows (to match existing) to plan and windows spec sheet / schedule o Windows will be white with 8 over 8 grids in the glass, Classic style, 2x6 new construction o Reused two office windows for sides of addition windows —Andersen's to Be Reinstalled • Electrical in Addition will be completed to electrical plan and code and will include all labor & materials. o Supply and install electrical sub panel GoodFellas Construction Mgt. LLC - Project: Remley House Project - Version 2 -February 4, 2009 o New Addition Space will be heated with baseboard heat o Off existing boiler — Zones will run off first floor for office and second floor for bathroom e New addition will be insulation to code with R30 in floor, R19 in walls e All affected areas in Addition will have %"blue board installed e All affected areas in Home Office will have Y2" blue board installed o All affected areas will be plastered with a skim coat smooth finish on walls and smooth finish on ceilings to match existing o Painting of walls with one coat of primed, two coats of finish o New trim work in Office Addition to match existing o New trim work in Master Bath Addition to match existing o Paint ceilings with white primer o Note: plaster in not a finished product and should be sealed with primer o Paint ceilings white e Installation of new interior trim will match existing house e Supply and install Double 15 lite Interior French door to existing Home Office space e e All molding in addition and repairs throughout house will match existing home e Carpeting will be installed into new Home Office addition and woven into existing hardwood e Tiled flooring will be installed into new Master Bath addition with threshold to tie into existing flooring in Master Bedroom. e Install lighting fixtures (Provided by customer) e Exterior Scope of Work included in Part VII GoodFellas Construction Mgt. LLC - Project: Remley House Project - Version 2 -February 4, 2009 Master Bathroom Schematic t i4 k � �4 7 11 f 1 4-4�i .ks t LC J rpt ouw. a 4 I; r m A Ji7 Shower area will include a dry tiled alcove right outside of shower stall Note: Alcove Will Be Plastered and Painted Not Tile A decorative chair rail molding will be installed according to plan and selected to match other trim. Tiled shower size is 48" x 42" Shower Pan will be white acrylic Shower door TBD Double Vanity 72" x 21" x 36"h Granite countertop with 4" backsplash door style, wood, finish, storage and hardware TBD . 31) design of Master Bath that utilizes 12x12 space on second floor of addition with access to Master Bedroom o Supply and install interior hinged doors (2) — Match Existing house door style a Supply & install door frame/trim to match existing house trim o Supply and Install new shower valve GoodFellas Construction Mgt. LLC - Project: Remley House Project - Version 2 - February 4, 2009 t i4 m A Ji7 Shower area will include a dry tiled alcove right outside of shower stall Note: Alcove Will Be Plastered and Painted Not Tile A decorative chair rail molding will be installed according to plan and selected to match other trim. Tiled shower size is 48" x 42" Shower Pan will be white acrylic Shower door TBD Double Vanity 72" x 21" x 36"h Granite countertop with 4" backsplash door style, wood, finish, storage and hardware TBD . 31) design of Master Bath that utilizes 12x12 space on second floor of addition with access to Master Bedroom o Supply and install interior hinged doors (2) — Match Existing house door style a Supply & install door frame/trim to match existing house trim o Supply and Install new shower valve GoodFellas Construction Mgt. LLC - Project: Remley House Project - Version 2 - February 4, 2009 a Supply labor and materials to frame new shower ' a Supply and install acrylic shower pan (white) a Install Durarock concrete board on all tiled areas including shower walls a Design, supply and install double vanity a Supply and install granite vanity top and 4" backsplash and penciled edge a Supply and install plumbing fixtures to include: - Shower Trim -(2) Faucets -Two undermount sinks -Toilet a Supply and install light/exhaust fan combo (vented outside) a Supply and install customer supplied lighting fixtures . All electrical work performed to plan and code and include all labor and materials a Supply and install chair rail trim o Paint walls with one coat of primed, two coats of finish (Final color selection by customer) a GF to install customer supplied mirrors, medicine cabinets, bath accessories (towel bars, toilet paper holders) and lighting fixtures Master Bath Selections Lavatory Sink (2) Lavatory Faucet (2) Lavatory toilet ColorlFinish: White Model Number: K -2210-G To be selected with Cimarron® Comfort Heightym two-piece Dimensions: 19-114" x 16-114" x 7-1/2" allowance elongated toilet with left-hand trip Model Number: K3496 Lavatory Shower Trim Rite -Temp® pressure -balancing Shower Walls & Floor Tile Tile accent and valve shower floor To be selected with allowance GF USA TCL Model Number- K -304-K Native Stone Cherokee Ayers Rock Mix 12x12 Hot 2x2.12x12n TN 002G12 sheet mounted IMAH MULTI o ISLAYMH22 acce`' moi;\t:r GoodFellas Construction Mgt. LLC - Project: Remley House Project - Version 2 - February 4, 2009 o Raise header at stairway (if possible) e Repair and preparation of stairway to first floor for carpet Laundry Room Additional Laundry Room Details o Repair and install existing dryer venting o Supply and install cabinets project will not be completed at this time. Cabinets not included ® Design for customer to do laundry cabinets in future o Supply and install linoleum tile flooring o Supply and install recessed lights (included in basement refinish section) UA u, yh k i nStwi\ J `� 5Mk-, Dining Room ( and hallway outside guest bath and home office) e Remove wallpaper C Plaster smooth walls (if needed) I o Plaster ceiling o Patch damaged walls where needed o Paint walls with one coat of primer and two coats of finish o Paint ceilings with primer o Note: Plaster is not a finished product and should be sealed with primer o Paint ceiling white to match kitchen/family room o Install wiring for ceiling mounted light fixture at center of dining room o GF to install customer supplied lighting fixture GoodFellas Construction Mgt. LLC - Project: Remley House Project - Version 2 -February 4, 2009 III. Boys Bathroom schematic BOYS BATH Install customer supplied lighting SCOPE OF WORK , ' (fixture and medicine cabinet ,. ,New tt ub/shower with loss sliding door . 1 now outlet and new faucet t.+'�ktt 1G` W j:y—yyJ�rj Naw toilet0-11 ac 10 r New tiled floor • Removal of toilet, medicine cabinet • Removal of vanity (to be re -installed later) • Demolition of bathroom floor to allow for proper new floor installation • NOTE: Tub will not removed at this stage • Spray bathtub and wall til udget of $800 • Supply & Install % Durarock over su loor • Supply and install the floor Ceramic Floor Tile Carrara Gris 12.6 x 12.6 GoodFellas Construction Mgt. LLC - Project: Remley House Project - Version 2 - February 4, 2009 Kohler Toilet- Lavatory toilet Cimarron® Comfort HeightTM Two-piece elongated toilet with left-hand trip. Model Number: K3496 ,* o All plumbing fixtures to be installed to plan and code o Re -Install Vanity o GF to install customer supplied mirrors, medicine cabinet, bath accessories (towel bars, toilet paper holders) and lighting fixtures IV. Guest Bathroom (Downstairs) ,_ O Supply & Install new faucet on vanity add 64 o Installation of customer supplied toilet 9. 07 (ea �ay�' o Install framed mirror (supplied by customer) e Repair towel bar in bathroom. Falling off wall. V. Exterior of House Site Work e Excavation for new addition, grading and back filling a Cutting out new addition and grading back yard o Installation of Perimeter drain around foundation and run out to back yard — Dry well if needed e Seeding and yard work will be completed by customer. Yard will be raded b Siding e New cedar shingle siding will be installed on addition to match existing house o Exterior will be painted to match current house color on body and trim o Main house paint match will be as close as possible o Trim work will match existing house trim in color and style 1 e All new construction windows will be flashed with tape o All new wall sheathing will have vapor barrier Tyvek paper installed e New shutters on Addition will match existing house GoodFellas Construction Mgt. LLC - Project: Remley House Project - Version 2 -February 4, 2009 o Shutter color may not be exact match due to fading Roofing e New Addition will have matching shingles installed e Ice and water membrane will be installed at eaves and first aft of roof o New Addition will have roof vents installed for proper ventilation o New Gutters and downspouts will be installed on Addition in white and tied into perimeter drain e Any plywood or wood that is rotted is not included in this proposal and is an unforeseen event SECTION B. Details of Materials and Mechanicals DEMO AND PREPARATION: e A Port o Johnny will be placed on site in driveway o Home Office outside wall demo'd to prepare for Addition o Master Bedroom outside wall demo'd to prepare for Addition o Boys bathroom demo'd to accommodate renovation plan o Basement cleared and demo'd to accommodate renovation plan o Dining Room and hallway prepared to accommodate plan FRAMING MATERIALS & LABOR: Framing materials will be used from plan specs I Walls will be constructed to plan specs BLUEBOARD & PLASTER: 1/2" blue board will be installed at all walls and ceilings in affected areas Blue board areas will be plastered with special white plaster Walls will match plaster on ceilings and walls Patches in all affected areas where needed PAINTING: Affected interior walls will be painted to match adjoining paint colors Ceilings will be painted white Walls will have two coats of customer selected colors Dark or non -coverings paint colors will result in additional painting cost. Some colors need 3 or 4 coats INTERIOR FINISH: Trim will match existing house in style and finish GoodFellas Construction Mgt. LLC - Project: Remley House Project - Version 2 - February 4, 2009 FLOORING: Install carpeting in basement Install Master Bath Addition Tile Flooring — Backsplash — Shower wall tile Install carpeting in Home Office Addition Install Linoleum flooring in Laundry Room ELECTRICAL: e Electrical to include sub panel o Supply and install new smoke/CO detectors to code o Installation of all lighting fixtures supplied by customer o Master bath o Boy's Bathroom o Guest bathroom o Finished Basement/Laundry o Dining Room o Supply and Install 22 recessed lights with 5" trim and light in cabinets o 10 in basement/laundry area o, 4 in Master Bath o 8 in existing and new home office area o Supply and install 2 phone jacks o Supply and install 2 cable jacks e Add new outlets to code o Supply and install exhaust fan/ light j e Relocate vanity lights in bathroom e Install bathroom wiring up to code o Install customer supplied dehumidifier PLUMBING: Plumbing To Be Installed By a License Plumber Install Fixtures according to plan and code o 2 toilets o 2 sinks installed in bathroom vanities o 3 Faucets Installed o 1 shower valves and shower trim o Washer/dryer hook up and venting Allowance for Plumbing Fixtures i $2,000 GoodFellas Construction Mgt. LLC - Project: Remley House Project - Version 2 - February 4, 2009 JOB SITE DEBRIS and DUMPSTER: Rubbish for the project will be removed using onsite yard dumpsters or trucked off site. Dumpsters are for job related rubbish. Owner agrees to not use job dumpster for personal debris removal unless contractor provides written change order to be paid by the owner at an agreed sum. Job dumpster is heavy and may cause damage to area used to access and place it. Contractor is not responsible for any damage to lawns, curbs or driveways used to place dumpster for debris removal. Dumpster location shall be as close as possible to existing house. CONSTRUCTION AREA CAUTION & CLEANUP: GFC will make every attempt to keep a broom clean and safe site. Construction areas are often be "in -process" and homeowner should not proceed into areas without first asking GoodFellas. GF is not responsible if customer enters construction areas and damages flooring, heating, mechanical, etc. GF is not responsible if homeowner carries construction dust / debris into other parts of the home where finished surfaces may be present and could become damaged. Entire work area will be professionally cleaned after project completion JOB INFORMATION: The above contract has details, of what is included in the proposal price. GoodFellas is not responsible for unforeseen job problems that may arise due to site conditions, rotting materials, mold, customer changes, additional work orders etc. The issues will be talked about on a per case basis and price will be approved by customer before any of the work is preformed. On addition projects GoodFellas is not responsible for unforeseen under the ground problems to continuing the project. Example or pipes, ledge, electrical buried, or buried rubbish or hazardous materials. Home owners that secure their own permits or deal with unregistered contractors shall be excluded from access to the Guarantee Fund. Deposits are non- refundable. You the purchaser may cancel this transaction at anytime prior to midnight of the third business day after the date of this transaction. CUSTOMER SUPPLIED ITEMS: GoodFellas cannot assume liability for manufacturer's warranties on customer supplied items. GFC will use customer supplied items to the best of our ability. Same will apply for reusing or installed products. If installed products being reused break during the removal GFC is not responsible for replacement. Home Improvement Contractor / Subcontractor shall be registered, inquiries: Registration Division, Program Coordinator One Ashburton Place Room 1301 Boston, Ma. 02108 Tel:(617)727-3200 ext 25239 DISPUTES: The contractor and the homeowner hereby mutually agree in advance that in the event that the contractor has a dispute concerning this contract, the contractor may submit such dispute to a private arbitration service which has been approved by the Office of Consumer Affairs and Business Regulation and the consumer shall be required to submit to such arbitration as provided in MGL c 142A. The signatures of the parties below apply only to the agreement of the parties to alternate dispute resolution initiated by the contractor. The owner may initiate alternative dispute resolution even where this section is not signed separately by the parties. GoodFellas Construction Mgt. LLC - Project: Remley House Project - Version 2 - February 4, 2009 NOTICE OF CANCELLATION (Enter date of transaction) (Date) You may cancel this transaction, without any penalty or obligation, within three business days from the above date. If you cancel, any property traded in, any payments made by you under the agreement, and any negotiable instrument executed by you will be returned within ten business days following receipt by the seller of your cancellation notice, and any security interest arising out of the transaction will be cancelled. If you cancel, you must make available to the seller at your residence, in substantially as good condition as when received, any goods delivered to you under this agreement; or you may if you wish, comply with the instructions of the seller regarding the return shipment of the goods at the seller's expense and risk. If you do make the goods available to the seller and the seller does not pick them up within twenty days of the date of your notice of cancellation, you may retain or dispose of the goods without any further obligation. If you fail to make the goods available to the seller, or if you agree to return the goods to the seller and fail to do so, then you remain liable for performance of all obligations under the contract. To cancel this transaction, mail or deliver a signed and dated copy of this cancellation notice or any other ► written notice to: GoodFellas Construction Mgt. LLC 18 Waite Street Worcester, MA 01604 At not later than midnight of (Date) I hereby cancel this transaction. (Date) (Buyer's signature) , Note: Only sign the above document if you are canceling the contract purchase in writing. GoodFellas Construction Mgt. LLC - Project: Remley House Project - Version 2 - February 4, 2009 CONSTRUCTION AREA CAUTION: Construction areas can often be "in -process" and homeowner should not proceed into areas without first asking. GFC is not responsible if customer enters construction areas and damages in -process flooring, heating, mechanical, etc. Homeowner agrees to not carry construction dust / debris into other parts of the home where finished surfaces may be present and could become damaged. CERAMIC TILE: Ceramic tile is often not a "gauged" tile and is not manufactured to exact measurements. Some ceramic tile, and natural stone tile will exhibit waviness and flared corners. This complicates exact consistency in grout lines. Customer takes notice tile installation is art and science and will be installed to the best of our ability as recommended by the manufacturer. SUBSTANTIAL COMPLETION: Substantial completion is defined by the customer with the ability of taking reasonable use of a space even if a small punch list may not yet be complete; Examples: a small accent piece is missing, trip level on a toilet is not the correct color, a trim piece needs to be re -ordered, an item has a scratch and needs to be polished or replaced, a customer supplied item has not been delivered, etc. Normal payment schedule will be adhered to, and the revised final payment will be held by homeowner until all punch list are repaired and 100% completion is reached. SUBCONTRACTOR INFORMATION: Subcontractors hired to work on project, work for GoodFellas Construction during the project. Any additional work needed on house in contracted area or other parts on the house have to be approved by GoodFellas as an additional work order. Customer agrees not to hire subcontractors directly during the project time frame. MECHANICALS DISCLAIMER: GoodFellas Construction agrees to handle any existing mechanical systems with care. Customer agrees to not hold GoodFellas Construction responsible any issues with existing systems that may encounter failure during construction. This includes draining and refilling of boilers, moving of water i heaters, or working with existing plumbing, electrical, mitigation systems, etc. Any such issues with existing homeowner mechanicals will be discussed and agreed upon by GoodFellas Construction prior to any work completed. Payment for these issues are required prior to work being completed and are non-refundable. FLOORING DISCLAIMER: Flooring installation on each project could be affected by this disclaimer. Prefinished hardwood flooring will have imperfections due to the way it is manufactured. Prefinished hardwood will not be installed in sub level living conditions. Engineered hardwood flooring is recommended for this application. Traditional hardwood installations with a 3 coats process could have dust particles in the final finish due to the remodeling process and is normal. Tile installation on floors and or walls may have variations in grout lines due to the way the tile is made. Ceramic tile is often not a "gauged" the and is not manufactured to exact measurements. Some ceramic tile, and natural stone tile will exhibit waviness and flared corners. This complicates exact consistency in grout lines. Customer takes notice tile installation is art and science and will be installed to the best of our ability as recommended by the manufacturer. WARRANTY: GoodFellas Guarantee on all projects is to the term of 3 years on labor. GoodFellas will assist customer with manufactures warranties. After 90 days the customer will receive a follow up phone call regarding the project. At the one year anniversary GoodFellas will perform a walkthrough of the project to inspect project. One year walk —through will be completed on addition projects and or major remodeling projects. Normal homeowner maintenance is not included. Small cracks in foundation and floor concrete are normal as projects settle. Plaster cracks will be repaired after one year is necessary and painted. Customers existing mechanical repairs are not included. GoodFellas Construction Mgt. LLC - Project: Remley House Project - Version 2 - February 4, 2009 Selections: Room Selection To Be Made Selection or Allowance Home Office Addition Exterior Door/Hardware Match House Style & Finish Interior French Doors/Hardware Match House Style & Finish Windows Match House Style & Finish Master Bath Addition Toilet Selected Vanity door style, wood and fuiish $1200 Vanity/hardware GFC Selection Board Countertop (granite) Remnant Program Paint color(s) To Be Selected Interior Doors/Hardware Match House Style & Finish Tile Floor Material Selected - $3.61 Tile Wall Material Selected - $3.61 Mosaic Accent tile Selected - $14.70 per sq ft Customer purchases Lighting GoodFellas To Install Toilet holder GoodFellas To Install Towel bars GoodFellas To Install Medicine cabinet (if applicable) GoodFellas To Install Boys Bath Tile Floor Selected - $3.19 per sq ft Customer purchases Lighting GoodFellas To Install Medicine cabinet(s) GoodFellas To Install Towel bar(s) GoodFellas To Install Plumbing Fixtures Allowance of $2,000 Customer purchases Lighting GoodFellas To Install Mirror GoodFellas To Install Towel bar(s) GoodFellas To Install Laundry Room Flooring (linoleum) $25 Yard Installed Paint color To Be Selected Basement Carpet (Berber) $25 Yard Installed Paint To Be Selected Interior doors/hardware Match House Style & Finish I GoodFellas Construction Mgt. LLC - Project: Remley House Project - Version 2 - February 4, 2009 TOTAL PRICE OF HOUSE PROJECT = $131,000 DESIGN FEE PAID OF $5,400 — Balance of $125,600 PAYMENT SCHEDULE: 1 Total $131,000 The Customer and GoodFellas Construction Mgt, LLC agree to all of information stated in this contract: DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES Customer Signature Customer Siggnatu A6odF461ICa_s Con-struefion Mgt, LLC a13LO? Date Date � 2a� 9 Dat—��---� GoodFellas Construction Mgt. LLC - Project: Remley House Project - Version 2 -February 4, 2009 Payment Schedule PD / Check # $5,400 Design Investment PAID # 1858 PAID # 1870 $42,300 A Deposit is required for this project. This locks the Customer into our schedule, - �p V/ and pays for all of the necessary materials, permitting fees and surveys required for this project. $ 10,000 Excavation Begins $ 10,000 Addition Framing Start of Roof Framing $ 10,000 Basement Framing Starts $ 10,000 Plaster Addition Starts $ 10,000 Interior Painting Starts $10,000 Carpeting Starts $10,000 Exterior Siding Starts $10,000 Tile Flooring Starts $3,300 Punch List Completed 1 Total $131,000 The Customer and GoodFellas Construction Mgt, LLC agree to all of information stated in this contract: DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES Customer Signature Customer Siggnatu A6odF461ICa_s Con-struefion Mgt, LLC a13LO? Date Date � 2a� 9 Dat—��---� GoodFellas Construction Mgt. 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