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HomeMy WebLinkAboutBuilding Permit #595 - 202 HIGH STREET 3/13/2007 kTOWN OF NORTH ANDOVER pORTF1 APPLICATION FOR PLAN EXAMINATION cf s.�•� .''� . o 3? r. • OL Permit NO: 5 Date Received * ` 4 � Date Issued: • �1ss�cNus { IMPORTANT:Applicant must complete all items on this page LOCATION 102- Hh'al k 3 tYtti-+ No V+�i /n,d 0'veer f Print PROPERTY OWNER YAC- d-= C-0 I 0-r— Pe 4-f-,YJ on Print MAP NO.: PARCEL: ZONING DISTRICT: TYPE AND USE OF BUILDING HISTORIC DISTRIC YES ❑ TYPE OF IMPROVEMENT PROPOSED USE / Residential Non- Residential ❑New Building Vbne family t j R'Addition ❑Two or more'family 016dustrial' ❑ Alteration No. of units: ❑ Repair, replacement ❑Assessory Bldg ❑Commercial M ❑ Demolition 11 %- I ❑ Moving relocation 0 Other b Others: ❑ Foundation only ! D SCRIPTION OF WORK TO BE PREFORMED / 1 �n0nU— ` F . Identification Please Type or 'nt Clearly) OWNER: Name: F i G t- C, ( 0c, P-,4-C1rIp►!1 . ` Phorle: Address: 2-D 1 1 I 1 V1 S'�l' + N f�►'`f '1 0 v �'`� S �1 CONTRACTOR Name: Phone: t i Address: i Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Name: Phone: Address: Reg.No. FEE SCHEDULE.BOLDING PERMIT:512.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost :$ Z 000 FEES Y&H Check No.: 4 8(p Receipt No.: 20 0 3�— Page I of 4 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 I ❑ 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 Addition Or Decks a/ Building Permit Applications' a/Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract, ❑ Floor/Crossection/Elevaiion Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM05 1 i I Page 4 of 4 TYPE OF SEWERAGE DISPOSAL Swimming -,-moi Tanning/Massage/Body Art ❑ g Pools 0 Public Sewer `i�4,• Tobacco Sales ❑ Food Packaging/Sal!st �l Well ❑ F1 .a„ Permanent Dumpster on Site Private(septic tank,etc. ❑ EIectri V_Mvter`@cation'to project NOTE: Persons contracting with unregistered contractors do not have access to the guarantyfund Signature of Agent/Owner_,� Signature of contractor Plans Submitted ❑ Plans Waived- ❑ Certified Plot Plan ❑ Stamped Plans ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF-U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS REJECTED DATE APPROVED CONSERVATIe��_96MX:7 COMMENTS. DATE REJECTED DATE APPROVED HEALTH ❑ ❑ COMMENTS , t '�l per' FIRE DEPARTMENT -Temp Dumpster on site yes no Fire Department signature/date f s COMMENTS Zoning Board of Appeals:Variance,Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments A P ee�: Water& Sewer tonneetion/Signature& Date Driveway Permit I I Building Setback(ft.) Front Yard Side Yard Rear Yard Required Provided Required Provides Required Provided Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: NOTES and DATA— For department use Z;5j::5,7,ee-7 A-e Page 3 of 4 Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM05 Created JMC.lan.2006 Locaiion 2©a- 4igA --sT- No. Tq!5- Date M°RTN TOWN OF NORTH ANDOVER ` Certificate of Occupancy $ ;�s' •Eta' Building/Frame Permit Fee $ s�cMus Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # f Building Inspector NORTIy TONM 0 s 4 over �.. :�. -A. No,,,C960 4rr W-W"T-1'11M- __ over, Mass., C, L A o COCHICHEWICK A. C7 RATED%17 BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System Rl� BUILDING INSPECTOR THIS CERTIFIES THAT...... . . .....1.......C.6110.71��n...........I.................... .......I........................................ Foundation has permission to erect........................................ buildings on.:90Z....... !%T.7...................................... Rough to be occupied as...... Chimney cab 4A- ............i...... provided that the person accepting thisl permit shall in every respect conform to the 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 ago- PERMITEXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTR - S TS Rough vv—��. ....... Service . .... ....................................................................... BUILDING INSPECTOR Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final .0 4"~O- 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. 1 A Peterson Addition 202 High St North Andover, MA Framing Overview Walls: AH exterior and bearing walls-2"x 6"#2&Btr SPF studs spaced 24" o.c. with a single bottom plate and a double top plate. Floors: Beam-(4)2"x 12"#2 Douglas Fir. Max Span 8' 6" First floor-2"x 10"#2&Btr SPF joists spaced 24"o.c. Max. Span 10' 3" Second floor-2"x 8"#2&Btr SPF joists spaced 24" o.c. Max. Span 10' 3" Attic floor-2"x 8"#2&Btr SPF joists spaced 24"o.c. Max. Span 9' 4". Roof: 2"x 8" #2&Btr SPF rafters spaced 24" o.c. Max. Span 9'. All framing members will be vertically aligned(stacked)for direct load transfer. A detailed description of the framing and photocopies of the relevant tables from the Massachusetts State Building Code are in the following pages. Please call me with any questions or corrections. Eric Peterson 617-512-6155 Peterson Addition 202 High St North Andover, MA General Framing Details: The addition will be framed using several key ideas of so-called"Advanced Framing"or Optimum Value Engineered framing(O.V.E.). I have included a copy of the U.S. D.O.E. fact sheet entitled"Advanced Wall Framing"to provide an overview of the concept if anyone is unfamiliar with it. I will be using 24"o.c. spacing of all rafters, studs,and joists. All structural members will be vertically aligned to provide direct bearing support from ridge to foundation. The use of the 24"o.c. spacing, appropriately sized and insulated headers, and O.V.E. comer details will greatly increase the thermal value of the wall. I will deviate from the O.V.E.template by using the traditional double top plate on walls. All lumber will be graded#2& Btr KD SPF This assumes, of course,that the building inspector, as the final authority, approves of these techniques. IfI have made any errors in reading and interpreting the Massachusetts State Building Code, I apologize and I will happily make any changes that you deem necessary. Walls: All exterior walls and the interior bearing wall on the first floor will be framed with 2"x 6"#2&Btr SPF, spaced 24"o.c. with a single bottom plate and a double top plate. The only exception will be the mudsill and bottom plate of the basement cripple walls, which will be 2"x 8"PT SYP and 2"x 8" SPF respectively. Walls will be sheathed with 1/2" CDX Fir Sheathing. The walls will be insulated with R-19 fiberglass batts and 1"extruded polystyrene foam board @ R-5. Floors: The first floor will be framed with 2"x 10"#2&Btr SPF joists spaced 24"o c. Joists will be butted and reinforced with plywood gussets over a site-built beam composed of (4)2"x 12" #2 Douglas Fir boards. The beam is located 6' 10"from the exterior of the north wall,resulting in uneven of 6' 4" on the north side of the beam and 10' 3" on the south side. 2"x 10"#2&Btr SPF • t ,. i y�l .. .J. '." r. � f'Y. . . .. r.. ... � .. �. �. � ei ,. a ...F� ... "�'i �}. •.. w ,S .. y _ - r z�' > 1 . . r :, .} �� . joists are rated to span up to 13'8"at 24"o.c. with a 40 lb. PSF live load in the Mass. Building Code Book. The beam will be supported by three steel columns on a strip footing as well as the foundation wall. The greatest span will be 8' 6". A Built-Up Girder composed of(4)2"x 12" is allowed a span of 8'10" in a building 24' in width. The addition measures 18 in width. The second floor (a master bedroom with bath and closet)will be framed with 2"x_8"#2 Btr SPF joists spaced 24"o c Joists will be butted and reinforced with plywood gussets over a bearing wall of 2"x 6" studs oriented directly above the beam, resulting in the same spans of 6' 4" on the north side of the wall and 10' 3"on the south side. 2"x 8" #2&Btr SPF joists are rated to span up to 10'9"at 24"o.c. with a 40 lb. PSF live load in the Mass. Building Code Book. Sleeping areas need only support a 30 lb. live load and these joists are rated to span 11' 10"at that load. Ifthe Building Inspector feels that this joist size and species is insufficient, it can be upgraded to#2 douglas fir in the same dimensions. This will increase the allowed span to 11' 3"at the 401b live load and 12' 1"at 301b. It will also increase the price from$7 for a 12' board to $27. I would prefer to use this joist dimension in order to preserve the 8' 3"ceiling height on the first floor. The attic floor will be framed with 2"x 8"#2&Btr SPF joists spaced 24"o c Joists will span a maximum of 9' 4". The code allows for a span of 13' 9"where the joists support a veneered plaster ceiling and only limited attic storage is possible The joists will function as collar ties and will be fastened to the rafters with metal framing connectors. The attic will be insulated with R-22 fiberglass batts in the cavities and another layer of R 19 or greater un-faced batts will be run continuously over the bays. Roof The roof will be framed with 2"x 8"#2&Btr SPF rafters spaced 24"o c Rafters will span 9'. The code allows this dimension rafter to span 11' 3" in snow load zone 2 with a 151b dead load and a 301b live load.Where the rafter is over conditioned space it will be supporting a veneer plaster ceiling and will be packed with foam insulation at R-5 per inch. There will be a 1"deep ventilation channel under the roof deck running from the soffit to the unconditioned attic space. The roof deck will be V2"CDX Plywood. e 4.A i 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE TABLE 3605.2.3.3a ALLOWABLE SPAN FOR GIRDERS SUPPORTING ONE FLOOR ONLY SPACING13FTWEEN GIRDERS OR BETWEEN GIRDERS AND LOAD s1zE of WOOD FLOOR LIVE LOAD BEARING WALLS' GIRDER` (Ps") 4 feet 6 feet 8 fee 10 feet 16 fee 30 56" 4V 3'6" 3'0" 26" 4x4 - 40 57 4V 3'6" 3'0" 2'6" 30 8'0" 66" 516" 510" 416" 4x6 40 7'6" 610" 516" 4'b" 47 30 110` 9 0" 87 7'0" 5'6" 4 x 8 6 x 6 40 10`0" 96" 76" 66" 5'0" 30 14t)" 11'6" 1'010" 8'6" 60" 4x 10 6 x 8 40 ITT 10°6" 9'6" 30 166" 14Gt" 12'0" 110 910" 4x 12 6x#040 16x3" I2'6n 11'0" 1003" 8'0" For SG I inch=25.4 min 1 foot =304-8mm,9 pound per square foot=0.0479.kNle L Allowable spans may be interpolated between tributarY loads shown in table. Spans and girder sim may be computed independently°of the abom'e table m accordance with accepted engmemmg practice: 2. Spans are based on No.2 lumber. 3.. The spacing is the tributary load to the girder. It is.found by adding the spans of the floor structure on each side which are supported by the girder and dividing by 2. TABLE 3605.2.3.3b ALLOWABLE SPANS FOR BUILT-UP WOOD CENTER GIRDERS AND FOOTING SIZES FOR GERDER SUPPORT COLUMNS WIDTH OF GIRDER ONE STORY `T'WO STORY) THREESTORY STRUCTURE SIZEMaximum Span Footing Sac Maximum Span Footing Siz=3 Maximum span Footing sin, (feet) ti es) (featinches) (mcbes) (feet-orches) (mches) (fed-inches) (inches) 3-2x$ 6-7 17xI7* 4-11 20x20 4-1 22x22 4-2Y8 74 19x19* 5-8 21x21 4-9 24x24 3-2x10 8-5 20x20* 6-3 23x23 5-3 25x25 24 4-2x10 9-9 21x21 7-3 24x24 6.1 27x27 3-2x12 10-3. 22x22 7-8 6-4 27x27 4-2x12 11.10 23x23 8-10 27x27 J 7-4 29x29 2x8 6-4 17x17: 4.9 3-11 22x22 4-20 74 MIS* 5.6 22x22 4-7 24x24 3-2x70 8-1 19x19 6-1 23x23 5-0 25x25 26 4-2x10 9-4 21x21 7.0 24x24 5-10 2747 3-2x12 9-10 21x27 7-4 25x2.5 6-1 28x28 4-2x12 11-5 23x23 8 6 2747 7-1 3000 3-2x8 6-2 97x17* 4-1 21x21 3-10 23x23 4-2x8 7-1 18x18* _41-3 22x22 4-5 24x24 3-2xI0 7-10 19x19 5-10 23x23 4-10 26x26 28 4-2x10 9-0 20x20 6-9 25x25 5-7 28x28 3-2x12 4.6 21x21 7-1 26x26 5-11 28x28 4.2x12 11-0 22x22 8-2 2848 6-10 3000 3-2a 5-9 16x16* 4-3 21x21 3-7 24x24 4-2x8 6-7 17x17 4-11 23x23 4-1 25x25 3-2x10 7-4 18x1$ 5-5 24x24 4-6 27x27 32 4-2x10 8.5 20x20 6-3 26x26 5-3 28x28 3-2x12 8-11 20x20 6-8 27x27 5-6 29x29 4-2x12 10-3 22x22 7-8 29x29 6.4 31x31 For SI; 1 inch=25.4 tam,I foot =304.8 mm,t psf=0.0479 kN1m',I psi=6.895 kPa- 1. Pa1. Values shown are for a clear-span trussed roof; a load bearing tarter wall on the fust floor in a two-story construction,and a load-beating center wall on the first and second floors is three-story construction. 2. Spans based on allowable stress in bending Fb-1000 pounds per square inch(psi)for repetitive members. See Table 3605.7 3. 3. Footing size based on 2,000 psf soil-bearing capacity;tooting thickness shall be one-half(minimim)the width of 4-f—inv.or ten inches,whichever is SmatCr- 780 CNIR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE TABLE 3605.2.3,1a ALLOWABLE SPANS FOR FLOOR JOISTS 40 Lbs.per Sq.Ft.Live Load ,$ (Ali rooms except diose used for sleeping areas and attic floors.) DESIGN CRITERIA: Strength-Live load of 40 lbs.per sq.ft,plus dead load of 10 lbs.per sq.ft.determines the fiber stress value shown. Deflection-Far 40 lbs,per sq.ft,live load, Limited to span in inches divided by 3611. HOW TO USE TABLES:Enter table with span of joists(upper figure in each square)"Determine size and spacing(first column)based on stress grade(tower figure in each square)and modulus of elasticity(top row) of lumber to be used_ Joist size MODULUS SOF ELAS77 rm-E,"IN 1,000,0Q0 PSI aid S cin^ inchcs inchcsi 0.4 0.5 ° '0.6 0.7 0:8 ' 0.9 1.0 I,i t 2 1.3 1.4 t 5 ,r1 5 ' 1.7 1 8 1.4 i 2.0 2-1 ' 2. 6.9 7-3 7-4 't 9-2 8-6 810 9-2 1 9-6 9 9 10 Q 10-3 j 10.6 10.9(10-t I 11? Y i-4 j I i?!t1-i 1 I I23 4 11 4 I 1.43011,490 3 12.0 1 4SQ 4 .520 590 660 ` 720 1 780 $30 ' 890 940 990 1:040 I,fl40,1,140 Y,190 1,230128© 1,320; 6-2 6-7 7 0 , 7 S i 7 g $-4 i $ 1 8-10 9-1 9.4 9-6 4-9 9.11 10.2 10 4 10 6'10-i0 I1-2 2X6 160; I 500 1 580 G50 720 790 860 i 420 ' '980 11,040 11,090 1,150120031250 1;310 1,3601.t;4Y0 1;460.3.550 1.010 f 5 4 ' S-4 6 2 ' 6fi b 4 7-0 7-3 17-6 7 9 {7-3 3 $-2 8.4 8-b 8 8 8 10 9 0 9 x 9 6 ; 4-4 II 1 t , 1 1 ILII 24.0 j i - i 1,3101 1,380.3.,440 1,500 150`1,63011,6?0 1,780,1,880 1 570 660 750 830 i 900 980 1.050,1,120 Y 190 '1,250 8-i 1 4 7 10-2 10 4' 11-3 t t$i 12-1 j;12.6 12 101 13-2 13-6 113-10i 14-2 i 14-5 1 14.8 I SA j 15-3 15-4 16 2 i t20' 940 990 1;040 Y090I1 t40 1,190 1,230.Y?8Q 1;32Q;1,41011,490 450 120 190 ; 660 _ 720 780 : 830 1 .9-3 9.9 10-'_' 10-7; 11-0! 11-4 11-8: 12mu± 12-3 1?7 l2 10: 13-1 13 4 13 7 13-10 14 3 t4-8 2?C. 16.0 50Q ' 580 650 724 : 740 , 85Q '. 920 '! 48011,04011040'1,t50,1240i 1230:.1310.1 360:1 410';1,460 1,SSQ 1,640 7.�; 7 7 8 I &6 = B-11! 9-3 ; 97 9-1I }10-2 10.6- 4 13.311-5 11 8 j i 111 t2-1 12 6 !2-IO. 3, 11 i 2411., i c70 660 `: 750 ' 830 900 + 98Q ;1,050:I'l., 1190;1?301 11,380 14ii11'1,SQQ P,55011,6l01 1,6_5 2,7801 4,88Q i 11-4 12-3 13 0 13-8 14-4!Y4 t1 .15-5 li-lli Y6 5 1('101 YI'7.3 17-8 j 18.0� t8.5 1 18.9? 1)'', j Y9-5 20_17 ZO 8 { 1 t2.fl; ! } 1 ; 450 i 520 54f3 t 660 720 780 1 930 ' 890 1 940 ' 990 1 t840i 1,04011.14011,Y90 1,230`1,280,1;320;1,410 1,490 1 10.4(11-1 11-10;12-5 13-0 13.6 14.0 144 114-11� 15-3 15-8 1 16.0 16-'S 16.4�t7 0 i 17 4 i 17-8? 18.3� 18-9 2X1 , 16.0; 500 t! 580 630 i "720 •'. 790 950, 920 1990�1,04011 F}9ti 050.1.200i 1,250 I,3i0,1360# 1,1,460';1,550;1,64Q ` 9 0 4 4 10 4 10 30 ti 4;11-10} 12-3 I2 S{ Y3-0 j 1314 IF13-8`1�1" 14.4 f 14-7 114-111 15-2 j 15-5 16-5 15-11 4A-1j I t ! 1 Y 80 144011;500 1,5501 1610;1670 2,7$011,880 i 15701660 750 b30 900 980 185011;120;1140I,ZSO' .3 . 1 i3d0i 14 11 13 10; 16$117-5 13-1 18-9 19-4 14 31,20-61 21-0 21-6 321 lY'22 3 `22 111 3 3 33 7 34 5 i 25-1 i l 144j 1,190 I234'1,280,1.320-1,410:1,490 12 0 j 1 99U 1;040 1,090': 1 450 '. 520 590 660 1 720 780 : 830 840 940 { !?7, I3 6' 14-4 1 lS 2 15.10 16 5 117-0 i Y7 7, 18-1 ! 18-7119-1 _ 19-6 19-11}.20 4 Ztl 9 21 121 6 j 22-2 122-10 2 X 12 16.0 1. 1 1 1 1,150112001 1.2501 1.310 i 1,360+14 t0 j 1;460'2,SSQ1,64Q 500 9 580 650 720 a 790 860 f 920 'r 980'1840 1040_. -3-3113-101 14-4 114-111 154 t 15-10 16 3 ib 8'1 i7-0 1 I7-5 17-9', 18-3 ! 18-5 5 18-9 1' 19-4 fig•t l 24.0' 1 570 660 750 830 900 980 11,050:1,1201 I,19Q 1,25Q?1;33011,380 144013.500 1,550 [;62fl i 1,670 1,780';(,880 FDF Sl: i inch='25A mm,1 pound per square inch=6.895 IkPa,l pound per square foot=13,0479 tcN/m'. NOTE;The extreme fiber stress in bending,"F,;"in pounds pet square inch is shown below each span. 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS ONE AND TWO FAMILY DWELLINGS-ROOF-CEILING CONSTRUCTION TABLE 3608.2.4j ALLOWABLE SPANS FOR LOW OR HIGH SLOPE RAFTERS 30 Lbs. er S .F P q L Live I..osd DESIGN CRITERIA: Strtat For Use in Snow Load Zone 2 gtliv-15 lbs, pa sq. & dad toad plus 30 lbs, per sq. ft- live load determines fiber serosa. RAFTER -Far 3 s amIlm per sq.e.lion load Limited to�m divided by 180. RAFTERS-Spaas arc measured slang the barizmW proms Ind toads are coumdered as applied on the harizotttal projection HOW TO USE TABLES:Enter tabic with span of raters(upper figure m each square).Determine size and basad on stress e t rvw and maiulus of Sssticity ower fi m each are olumbo to be used. spacing Hast column) RAFM SPACING AND SIZE ALLOWABLE EXTREME FIBER STRESS IN SENDING,"Fb,"(ps0 (hub") (iecba) 200 300 404 S00 -690 :700 880 944 I4MD0 1100 12� 1300 12 Ail 3-0 3-8 4-3 4-9 5-3 ', 5-8 6-0 6-5 6.9 1.1 7-5 4-8 0:05 . '0.09 0.15 0.20 0.27 0.34 0.41 0.49 0,58 0.-1 0.76 7 .86 2 x 4 16.0 2-7 3-2 3-8 4-1 4.6 4.11 5-3 516 5-10 6-1 6-5 6-8 0.04 0.08 0.13 O.b8 0,23 0.29 0.36 0.43 0.50 0,58 0,66 : 0.74 24.0 2-2 2-7 3-0 3-4 3-8 4.0 4.3 4-6 .4-9 5-0 5-3 5.5 .47 0,04 0,07 0.10 0.14 0.19 0.24 0.29 0.35 0:41 1"0 0.54 O:b3 12.0 4.9 5-10 6 8 7 6 8 2 8-10 9-6 10-0 90-7 11.1 ]i-4 12-1 0.05 0.09 0.15 0.20 0.27 0.34 0.41 0.49 0.58 0.67 0.75 0.86 2x6 16-0 4-1 5.0 5-10 6.6 7-1 7-8 8-2 8-8 9-2 9-7 10 0 10-5 0-04 0.08. 2--13 0.18 0.23 0.29 0,36 0.43 0.54 0.58 0.66 0.74 24.0 34 4-1 4-9 54 5-10 6-3 64 7-1 7-6 7-10 8-2 8 6 0.04 0.07 0.10 0.94 0.1.9 0.24 0.29 0.35 0.41 0.47 0.54 0.61 12.0 6.3 7-8 8-10 9-10 10-10 11-8 12.6 13-3 ' 13-11 14-8 15.3 15.11 0:05 0,09 0.15' 0.20 0.27 0.34 0.41 0.49 0.58 0.67 0.76 0.86 2 x 8 16.0 5-5 6? ?8 $-7 94 20-1 10-10 11-6 12-1 12-8 13.3 13-9 0.04 0.08 0.13 0.18 0.23 0.29 0.36 0.43 0.50 0.58 0.66 0.74 24.0 4-5 5-5 6-3 7-0 7-8 8-3 8-10 9.4 •9-10 20-4 10-10 ]l-3 0.04 0.07 0.10 0.14 : 0.19 : 0.24 0.29 0.35 0.41 0.47 0.54 0.61 12.0 9.9 11-3 12-7 13-9 14-11 15-11 16-11 17-10 18.8 19-6 204 11:05 0.09 0.15 0.20 027 0,34 0,41 0.49 0.58 0.67 0.76 0.86 2x 10 16,0 6-11 8-5 9-9 10-11 21-11 12-11 13-9 14-8 1.5-5 16-2 b6-11 17.7 0.04 0108 '0.13 0.18 0.23 0.29 0.36 0.43 OSO 0.58 0,66 0.74 24.0 5-8 6-11 8-41-1 8-II 9-4 10-6 11-3 11-11 22-7 I3-2 t3-9 14.4 0.04 0:07 0.10 0.14 0.19 0.24 0.29 0.35 0.41 0:47 1 0.54 061 (inches) (incIes): T400: .,1540 1640 3700." ::1640. .1900 , 2800- 31.00._ 2M 2400 2700 3000 12.0 8-0 8.3 8 6 _8-9 9-0 9.3 9.6 9-9 10-0 10-5 11-1 0.96 1.06 117 1:28 1.39 2.51 1.63 1,76 1.88 2.15 2.56 2x4 15.0 6-11 7-2 7-5 7-7 7-10 8-09-3 9.5 8-8 9.0 9-7 10-1 0,83 0.92 IDI I'll 1-21 1.31 IAA 1.52 3,63 1.86 2.22 2:60 �424,0 5-8 5-10 6 0 6-3 6-5 6-7 6.9 6-31 7-1 7.5 7-10 S-3 -- ---1. 0:68 0:75 0.83 0:90 0.99 2,04 1.15 1.24 3.33 1.52 1.81 2.12 1210 32 6 13.0 13-5 13-10 14-2 14-7 15-0 159 15-8 16-5 17-5 0.961 1.06 1.17 1.28 1.39 2.51 1.63 1.76 1.88 2.15 2.56 2 x 6 160 10-10 11-3 11-7 11-11 12-4 12-8 13-0 13.3 13-7 14-2 15-1 15-11 0.83 0.92 1..01 1.tI 1.21 1.31 1.41 1.52 1,63 2.86 122 1 2.60 24.0 8-20 9-2 9-6 9-9 10-0 10-4 10-7 10-10 11-1 11-7 12-4 13-0 0:68 0?5 013 0.90 0.99 1.07 LIS 1 1.24 1.33 I.S2 1-81 2.12 12.0 16.6 17-1 17-8 18-2 18-9 19-3 19-9 20.3 20.8 21-7 22-11 0.96 1.061.27 1.28 9.39 1.51 1.63 176 1.98 2-15 2.56 2x8 16:0 144 14-10 15-3 15-9 16-3 16-8 17-1 17-6 17-11 1&9 19-10 20-11 0:83 0.92 I.03 1.11 2.21 1.31 1-41 1.52 1.63 1.86 2.22 2-60 24.0 11-8 12-1 12-6 12.10 13-3 13-:' 13-11 14-4 14-8 15-3 16-3 li-1 0.65 0.75 0;&3 0.90 0:99 1:07 t.15 1.24 1.33 1.52 1.81 2-12 12.021-1 21-10 22.6 23-3 23-I1 24-6 25.2 25-10 26-5 27-1 29-3 0.96 t.06 1.17 2.28 1.39 1.51 1.63 1.76 1.88 2.15 2.56 2x 10 16.0 18-3 I8-J I 19.6 20-1 20-8 21-3 23-10 22-4 22.10 3-11 254 26 8 0.83 0.92 1.01 1.11 1.21 1,31 1.41 t.52 1.63 1.86 2.22 2.60 24.0 14-11 15.5 15-21. 16-5 16-12 27�d 27-I0 18-3 18-8 19.6 20-8 21-10 O.bBj 0.75 0.83 1 0.90 0.99 2:0'+ 1..15 1.24 1:33 1.52 I.8i ?-l2 For SI:i inch=25.4 mat,I pound per.square ineb=6.895 kPa.I pound per square foot=0.0479 k]44a NOTE:The modulus of elasticity."E,"in 1.000,000 pounds per square inch is shows below each span. 780 C M: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE TABLE 3605.2.3.1d-continued DESIGN VALUES FOR DIMENSION LUMBER-VISUAL.GRADING NORMALDESIGN VALUE MODULUS GRADING DUURATIO SPECIES AND GRADE SIZE RATION IN BENDING-n— OF ELAStICrrY RULES Smrn Loading 7-Day Loading. "E" AGENCY o.3 2' 6' 865 990 1080 1,400,000 x Stud 890 1,025 1,115 1,400000 Select Structural 2,820 3,244 3.520 2.900000 Select Structural 2,645 3,940 3,345 1,800,000 Non-Dense Select 2,415 2,775 3,020 1,700,000 Structural No.1 Dense 1,900 2,180 2,370 ]800,000 'o.1 2..x8„ 1,725 1,985 2,155 1,700,000 No. t Non-Dense 1,555 1,785 1,944 1,600,000 No.2 Dance 1,610 1.850 2,015 1,700;000 No.2 1,380 1,585 1.725 1,600.OW No.2 Non-Dense 1,265 1,455 1,580 1,400,000 0.3 805 925 1.005 1,400,000 Dense Select Structural 2,475 1945 3,090 1,900,000 Select Structural 2.360 2,710 2.945 1.800 000 Southem Non-Dense Select 2,130 2.445 2,660 1,700,[100 Pine Structural Inspection o.I Dense 1,670 1,920 2,085 1 800,000 Bureau o.3 27x 10- 1,495 1.720 1,870 1,700.000 No.1 Non-Dense 1,380 1,585 1.725 1,600,000 (See Footnotes No.2 Dense 1,380 1.585 I,725 1;700,000 1 and 2) NO.2 1,210 1,390 3:510 1.600.000 No.2 Non-Dense 1,095 1.255 1.365 1.400.000 o.3 690 795 865 1.400:000 Dense Select Structural 2,36{1 2,714 2.945 11900,000 Select Structural 2,185 2,515 2.730 1.800:000 Non Dense Select 2,015 2,315 2.515 1.700.000 Structural No.1 Dense 1.555 1.785 1,940 118W10-00 . 12"x 12". 1,440 1,655 1,795 1,700 000 No.1 Non-Dense 1.325 1.520 1;655 1,600.000 No.2 Dense 1,325 1.520 1,655 1,700,000 No,2 1,120 1.290 1.400 160000 No.2 Non-Dense 3.035 I 190. 1,295 1,400,000 { F 0 3 660 760 825 1,400,000 Select Structural 2 355 2.480 2,695 1,500.000 I No.11 No.2 1.510 1;135 1.885 1.400.000 a.3 865 990 1N .080 1.200.000 Nations! Lumber tud 2"x 4" 855 980 1,065 1 200.000 Grades mgmcoo 1.120 1.290 1,400 1300.400 Authority gtan�1 635 725 790 1200,000 tili 290 330 360 1,100,000 (Sea Footnotes Select Structural 1.870 2,154 2.335 1,500,000 1 and 2) No.21Na.2 2"x 6" 1.310 1,505 1,635 2,400.000 o.3 750 860 935 1,200,000 Stud 775 895 970 1.200,400 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS ONE AND TWO FAMILY DWELLINGS-FLOORS TABLE 3605.2.3.1d-continued DESIGN VALUES FOR DIMENSION LUMBER-VISUAL GRADING DESIGN VALUE MODULUS GRADING SPECiES,AND GRADE SIZE NORMAL RENDIlNG"ice OF ELASTICEI"Y RULES DURATION Snow Loading 7-Day Loading "E' � AGENCY Select Structural 1:725 1,985 2,355 I.500,006 No. V No,22"x 8" 121(3 1,390 _-1'5-10 1.400 d3(f0.i National NO.3 590 - 795 865 _ 1200,000 Lumber Select Structural 13801:820 1975 1.500,0{X1 Fades Authority No,if No.2T " 1,105 __ .1,275 _ 1,385 l5537 o.3 635 725 790 1.200.000 Select Structural 1,440 1. 1,655 1,795 1,500,000 (Sea Footnotes No.!/No,2 1,(105 1.355 7.260 1.400.000 I and 2 �" o.3 575 660 720 1.200,000 No 3.open train 540 620 670 900.000 _.. .: SPRUCE-1sINE. .�. Select Structural 2,245 2,580 2.805 1.300,000 No.1 1,465 1,685 1,835 1,200.000 No.2 1,295 1,490 1,615 1.100,000 °o.3 735 845 915 1:000.00(3 2"x4" Stud 725 835 910 1.000900 Nou4heas rrn Construcuort 980 1,125 1,220 1,000,000 Lumber standard 545 630 685 900,000 Manufacturers Utility 260 300 335 000,000 Association' Select Structural 1,945 2,235 2.430 1,300,000 Northern o. l 12110 1.460 1.590 1.200.000 SoNow Lumber 'o.2 2"x 6" 1:120 1,290 1;400 1,140.000 Bureau o.3 635 730 795 1,000,000 Smd 660 760 825 1.000.000 West Coast Lumber Select Structural L795 12,065 2,245 1,300,flOfl Inspection No.! 2"x 8" 1,175 1,350 1,465 1,200.000 Bureau 'o.2 L035 1,190 1.295 1,100,000 Western No.3 585 675 735 1.000.000 tb'oods Select Structural 1.645 1.890 2.055 1,300.000 Products Association 0. ! . . 1{3",5 1,235 1.345 1?041,000 2"x 14" o.2 950 1,090 1.185 1,100,000 (SceFootnotes No.3 540 620 670 7_o00,000 i and 2) select Structurai 1,495 1,720 1,810 1.300,000 No. 1 2,.x IT' 980 1,125 1,220 . 1,200.000 o.2 865 940 1;080 1.140.000 0.3 490 560 610 1.000,000 %:.WESTERNGEE)ARS. IectStructural 1.725 j1440 85 2,155 1,1'00,000 West Coast No. l 1,250 1565 !000;000 Lurnber No.2 1..210 90 1,510 1;000,000 Inspection o.3 690 5 865 900,000 Bureau Stud `"x 4' 595 800 870 900;000 Western Construction 920 1,060 1,150 900,000 Woods Standard 530 595 645800,000 Products A.ssowtior. Utility 260 300 325 800,000 Select Structural I 2"x b" 1.495 1,720 1,370 1,100,000 (SceFootnotes I and 2i No. l 1.085 1,245 1,355 1,000.400 780 CNIR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE iv1ASSACHUSETTS STATE BUILDING CODE 'FABLE 3605.2.3,1d continued DESIGN VALUES FOR DIMENSION LUMBER-VISUAL GRADING DESIGN VALUE MODULUS GRADING SPECIES AND GRADE SIZE NORMAL IN BENDING`F6^ OF ELASTICITY RULES DURATION "E" AGENCY Snow Loading'7-Day Leading COTTONWOOD Select Structural 1.SI0 1,735 1.8$5 („?00.000 No.1 i tl80 1,240 1;350 1.200,000 No.2 1,080 1,240 1.350 1,100,000 0.3 605 695 755 1,100,000 'Stud 600 690 750 1,000.000 i Construction 805 i 925 1,005 1,000;000 Standard 460 530 575 900:000 Utility 200 230 250 900;000 Select Structural 1,310 1.505 1,635 1,200,000 1`Plo.1 935 11075 1,170 .1,200.000 Northern No.2 2"x 6" 935 .1,075 1,170 11100.000 Softwood Lumber No.3 525 600 655 1,000,000 Bureau Stud 545 630 685 100,000 Select Structural 1,210 1,390 1,510 1,200,000 No.1 x g„ 865 990 1,080 1,200,400 (See Footnotes No.2 � � 865 990 1,080 i,i00,000 i and 2) No,3 485 555 605 1,000,000 Select Structural 1,105 1,275 1,385 1,200,000 No. l 790 910 410 1.200,000 x 10 No.2 790 910 990 1,100,000 o.3 445 510 555 1,000,000 Select Structurral 1.005 1,155 1260 1200,000 'o.1 720 825 900 1,200, No. 000 2"x 12" 720 825 900 1,100,000 No.3 405 505 1 1.000.000 1 DOUG FIR-LARCH Select Structural 2.500 2,875 3,125 11900.000 No. I &Btr 1,985 2,280 2,480 1,800,000 iNo. 1 i 1,725 1,985 2,155 1,700,000 l"i0.2 1,510 1,735 1,885 1,600.000 No.3 M 2"x 4" 86.5 990 1,080 1,400,000 1 West Coast Stud 855 980 1.065 1,400,000 Lumber 1,150 :1:325 1,440 1,500.000 Inspection Construction Bureau Standard 635 725 790 1,400,000. Utaity 315 365 395 1,300,000 Select Structural 2,170 '3,495 2.710 1,900,000 Western Wood 1,720 1.975 .2,150 1,800,000 Ducts •o. 1&Btr Association No,11,495 1,720 1.870 14700,000 'o.2 2"x 6" 1,310 1,505 1,635 1,600.000 No.3 750 860 935 1,400,000 {See Footnotes i Stud 775 895 970 1,400,000 and 2) Select Structural 2.000 2,300 2.500 1..900,000 No.&Btr 1,585 1.825 1.985 1,800.000 No.1 2"x 8" 1,380 1,585 1,725 1,700,000 ho.2 1.210 --1,390--- -1.510 1,600,000 0.3 690 795 865 1,400,000 9311"LNCED WALL . FRAMING Build efficiently, use less material, and save energy.► MX ADVANCED N CED F RA Mi N G w .. Advanced frami n9 refers rs to a variety of framing techniques designed to reduce the amount of ,:. lumber used and waste generated in the con- .:...:...............::: She letr struction of a wood framed house. . 0 These techniques include mid, .. e ye ent,c1W411A. Designing homes .�' ft' dable c`se on 2 foot mod- :. W. � ales to make the best use of common sheet good wm­ ....: sizes and reduce waste and labor. vacelitedev�I�Acrnt BENEFITS FROM ADVANCED d�_ fiff� Spacing wall studs up to 24 inches FRAMING on-center. Both builders and home owners can benefit Spacing floor joists and roof rafters up to from advanced framing. Advanced framing - R���r ., 24 inches on- nter. techniquesues create o a structural) sound home t� Ivsclyw :; Using two-stud comer framing and inex that has lower material and labor costs than a „ conventionally framed house. Additional con- oft- 0#", . pensive drywall clips or scrap lumber for drywall backing instead of studs. struction cost savings result from the genera- estes tion of less waste that needs to be disposed of, • Eliminating headers in non-load-bearing which also helps the environment. t to + `. waifs. : . .. .:... .... . .. Advanced framing improves energy efficiency ; -line in which ch fi0or,wall,in�' by replacing lumber with insulation material. _ Ind i �' and roof framing members are vertically The whole-wall R-value is improved by nvduc- :>:»:::»: in line with one another and loads are rksth da ing thermal bridging through the framing and - transferred directly downward. maximizing the wall area that is insulated. + Using single lumber headers and top Advanced framing techniques can be imple- * d plates when appropriate. . mented individually or as a complete package, nt..... a Advanced framing techniques, sometimes depending on the builder. Fully implementing <> les --. called Optimum Value Engineering( ,have advanced framing techniques can result in ::: :: been researched extensively and raven effecmaterials cost savings s of about 500 0r $1000 0.........dor ------- five However,some techniques m not be for a 1200-and 2,400-square-foot q aY { house ... ..: ::::: , 3allowed under certain circumstances s{i. e. high re sRectiv I Y labor cost savings between n - iti E .wind or seismic potential)or'n some local and 5 percent,andannual heating 9 and cooling f B ein certa t n o consult local building officials cost savings s of u to 5 percent. e Yin the designn phase to verify 0r obtain acreP tans e ofsech the techniques. q ues .. r '. ,. .' . •� w .. .,� � , .., �� ' o ` . , ., �� �. .. _ F ,� � � 7 .. � _ _. � - .. r -i ,. .� ,.. .-� .. r. ... .: ADVANCED FRAMING TECHNIQUES ------- Stud Spacing-In many cases,it acceptable by code to in- DRYWALL RETURN crease stud spacing from 16 inches to 24 inches on-center.The Use of drywall returns 1995 International Code Council's One-and two-family Dwell- for windows in walls ing Code allows studs up to 10 feet long to be spaced up to 24 with 2x6 stud framing >> inches on-center. In walls supporting only a roof and ceiling, eliminates the need for 2x4 studs can be spaced up to 24 inches on-center,except for extension iambs in '> Drywall Utility grade(No.3)studs. For walls supporting one floor,such windows return at »' windows in as non-bearing gable endwalls on the first floor of a 2-story wails with 2x6 studs house,2x4s can be spaced up to 24 inches on-center when Utility grade studs are not used. Studs in walls supporting a floor and roof above can be 2x6 spaced up to 24 inches on- center rather than 2x4 spaced up to 16 inches on-center. Total cost(material and labor)for framing with 2x6 studs spaced 24 inches on-center is similar to that for framing with headers allows better insulation and saves wood. In some 2x4 studs spaced 16 inches on-center. The economics of 2x6 cases,single-ply(single 2x6,for example)headers can be used, wall construction is especially favorable in areas with significant allowing even better insulation around windows. Headers are winters and in homes in which windows and doors occupy,10 not required in non-bearing walls,including most interior walls percent or less of the total wall area. Walls with much more and gable endwalls with only non-bearing trusses directly window and door area may require as much framing lumber as above.The table and accompanying text below outlines some conventially-framed walls because each additional opening can header requirements from the 1995 International Code add extra studs. In addition, the added 2-inch wall thickness Council's One-and Two Family Dwelling Code. requires the use of extension iambs at windows unless drywall It is possible to insulate headers by using foam sheathing as a returns are used. spacer in place of plywood or oriented strand board(OSB), Headers-Structural headers are often oversized or installed either between or on one side(preferably the exterior side)of where unnecessary, largely for convenience. Proper sizing of doubled headers.This technique is an excellent way to make Maida um Spans for rao-Inch Double Headers Qu feet) (Derived from Table 602.6 of the 1995 International Code Council's One-and Two-Farnily Dwelling Code) Header Supporting Supporting Supporting Not Supporting Size Roof Only One Story Above Two Stories Above . Walls Or Roofs 2x4 4 0 0 b 2x6 6 4 0 b i 2x8 8 6 0 10 2x10 10 8 6 12 2x12 12 10 8 16 a Also applies to nominal 4-inch single headers.Based on No.2 lumber with 10-foot tributary loads.Not to be used where concentrated loads are supported by headers. b Load-bearing headers are not required in interior or exterior nonbearing wails.Single flat 2-inch-by-4-inch members may be used as headers in interior or exterior nonbearing walls for openings up to 8 feet in width if the vertical distance to the parallel nailing surface above is not more than 24 inches. For such nonbearing headers,no cripples or blocking are required above the header- i .. . � � . .. � .. ! t _ .. � ... - J. .. ` _ .� .. -� .. .. .. � }� r 1 a � � � . 1' • i I r � � � - _ E _. ._—� .. ,._... _ ... ... _. .. _ _. .. _ .- �_ .. .. ... ._ ......... ., ..... .., _ .,. . . .�_... � ..,_. .8 i i .� .. use of scrap foam sheathing and reduce waste. For assistance Outside and Inside Corners-Two-stud comers decrease lum- in designing headers, consult local structural engineers, code ber use and increase possible insulation levels compared with officials,lumber suppliers,or organizations such as the Westem typical practice.However,if nailable sheathing is not used, Wood Products Association (www.wwpaorg). attachment of exterior trim and siding at comers may be more Jacks(shoulder sludateripples)-Jacks can be eliminated difficult.For example,vinyl-siding comers require attachment at when structural headers are not used or when metal hangers a point several inches from the comer.Therefore,if foam or support structural headers.However,elimination of jacks re- other non-riailbase sheathing is used,it may be necessary to duces the available nailing area for siding and trim if nailable add a wood nailer behind the sheathing. sheathing(e.g.,plywood,OSB)is not used,and may leave as When drywall clips are used,they should be installed above the little as 1 Y2 inches of nailable width next to a window. If needed, level of the interior trim so trim nails will not interfere.The non- construct a modified window opening by installing a 2x2 wood coped trim piece should be installed first,against the drywall nailer behind the sheathing for siding attachment. that bears on the clip,so that the final coped trim piece can be nailed to the stud. STACK FRAMING hoof ftaming&usses DETAILS One tip with wan and Om framing Roof pndveave width designed on the 2-toot —' module Single Foam sheathing top plate No headers In non-bearing 7r9ted �dewall 2x2 nailer for skiing 24-inch ?2x2 stud spacing Single added to /top d flush to Windowd Pete r of ening to. aligned with iling studs Point load r siding transferred and window trim between studs Segie by rim closure stud at material acting rough as header.If opening rim closure • MODIFIED HEADER AND WINDOW material is non- structural. OPENING support will be Reduced waste and increased insula- = ' ------------ �Qor tion can be achieved by supporting an : flee load insulated header with hangers and b g Y rJ nailing surfaces for siding scabbed h�aa�s�a fcar ► toward the outside edge of studs. ro ---- -- -, ;, ,., .! .�. � . .. !. •E., rl .. vv �f' .� • � ! . � .. . .If i�r � .. i v .r .. a _.. .. .. f 1- ' ' { f I ADVANCED WALL FRAMING Partition Conner do n;to Exterior o WaNt3 -malls (T )-These are Intermediate Btooldng-Horizontal blocks between studs are often en made by adding studs at each side of a partition which generally not required for structural strength or fire/draft stop- serve only to provide a surface for attaching drywall. In addition ping in platform framing,at least with standard 8-foot high walls. to wasting wood,this type of connection creates an area that is Therefore,intermediate blocking can be eliminated with platform difficult to insulate. Alternatives include installing "ladder framing because it is not required by the major building codes. blocks", drywall clips, or a full-length 2x6 or 1x6 behind the first Single Top plates-When used in conjunction with in-line partition stud. framing designs,single top plates are usually acceptable from a structural standpoint,and are accepted by model building ._ codes such as International Code Council (ICC)and Building INSIDE "TWO-STUD"CORNERS Officials Code Administrators(BOCA).These codes require that 3x6 inch,20-gauge galvanized steel plates be used to tie the Position p top plate at joints,comers,and wall intersections and that they suppat for gypmm board be nailed using three 8d nails at each side. so that it does not interfere with trim nailing T-WALL ALTERNATIVES The use of ladder blocking or a full-length 1 x6 or 2x6 block- Ing allows for increased insulation in the outer wall Backer support for gypsum board ii Ladder T-wall uses r ter` less wood and allows for insulation The first drywall sheet is Pa onev ails installed against side with dip or backer SINGLE TOP PLATE Connector plate single top plate ..:.... ........... :::.:::::.. .::. ::.::.:.... . ..,.:........ t .. � �. , . . .:. <� is _ . .. ,.. �t ..,.. i .. ., ... �.,.. • • - � � a-� I i � , _. �. f'a 1 ._ ... ,..w r .. .. ; .. 1 �'t .. � y. 1 r r, _ _ _ ; �h.i ADVANCED WALL FRAMING Because wall height is changed when single top plates are used, sheathing and drywall needs are affected.Studs that are 941/4 TWO-FOOT MODULE DESIGN 2s s e''"wd inches long(often used for interior walls)do not need to be cut 1 sW 2 ,Ad® for use with single top plates,but they are not always available. ,oma Ninety-six-inch lumber needs to be cut to length or requirest0- having a strip of drywall added at the bottom of the wall.,Pre-cut Y�------------------------------ ------- 925/8-inch studs will require'fipping"approximately 1 inch �• -r from the sheathing and drywall. if 941/,-inch studs are not avail- : IF-2* able, use 925/a-inch studs rather than 96-inch lumber because : 'g_2- they require less labor and generate less waste. �-- a, ADVANCED FRAMING DESIGN CONSIDERATIONS Two-Foot Module-Design building len ' 9 9 9th,width, and roof ; pitch in 2-foot increments to make the best use of common sheet good sizes.This technique will reduce material use,labor, or and waste,as many products come in multiples of 2 feet.For °' ng Pade'" 21 vem example,with proper planning,the entire cutoff from a center- cut sheet of plywood can be used elsewhere,eliminating the : need for an additional cut and reducing scrap.When planning the.roof,remember to allow space fora ridge vent if one is used. c In-Line Framing-Align floor,wall,and roof framing members directly above or below one another so that loads are trans- , • ferred directly downward.With in-line framing, double top : plates can be eliminated because the load is distributed evenly through the top plate. Using this method,studs that are 24 inch on-center are laced direct below roof trusses p directly ses spaced 24 • inches on-center. Window and Door Layout-Align at least one side of each win- : dow and door in line with an existing stud and attach the other side with a metal hanger.Windows with rough openings of 22Y2 . R*y iR inches can fit between studs that are spaced 24 inches on- center.When this size window is used in conjunction with in- line framing, headers are not necessary because no studs need _ to be cut. P 2 Other items-For maximum efficiency,detailed plans should show each piece of wood,cross bracing,and so on in the house and locations for all other items such as wiring,ducts, and pipes. Detailed plans will help eliminate conflicts over space,expedite installation,and eliminate the need to alter or move studs,joists,or other framing members later. : Lay out and cut framing and sheet goods to take advantage of the full dimension of the material.This also reduces job site waste. ,. ,i ' ` . �_ � :. �- - � { � �h � ' w t i '. • L 1,. _ _ . ,< �� � - ... -,� t: _ ;R g. s '.ti. a tit 1 _ � i .. � � • •1 � , ... � c t i J __ . • _ .. .a t� t e _. I LL FRAMING SHEATHING --- - - - - .- Use full foam am sheathing thl n g over otherr aP - Nal base wdeosbuaPaneIsheathin :.::;<. proved wall bracing e.9.,measrap- OSB and P Ywood--dominate the market ping,let-in wood Ws). . Properly installed wood structural wall panels not on Specific requirements for these and other Provide resistance 8S Stan - ce# IY o racking P ala cn (lateral II era Oa g d in from wind seismic, methods depend on wind and seismic zone,as g etc.) but also improve the Qryv ; well as the number of stories in the structure. "kickable"character of many structures. ' zRdtt`lr�flcltni The structural implications of sheathing make Use of non-structural insulating rigid foam wall : re#r#a:i �p�d� i#acritical wall system component. Cladding sheathing is another option. It improves en- installation g y�enl` installation guidelines and warranties may also _lr;ri > ergy efficiency and reduces wood use but' affect t he choice of s he at h in . Finally,n allY newer requires that the wall assembly be adequately;,;,;;;;,;,;,,.;;;;;; braced. Codes outine various bracing options, building codes are incorporating increasingly more e}g��jj ' ' for tie stringent wall bracing g requirements. uite m n is .suchasthe following These should be carefully studied before se- Use structural sheathing at comers and letting i sheathing. ► :. .: :. intermediate points with foam sheathing VOW= at all other locations. .- ��c# I.ETAN BRACING # r ofar .:XX ::.: Metal T-bracing nailed to studs .. ...: ...:<.;:.:;.:;.;:.:;.; ..... »:: saves on the labor cost of 1x4 let4n bracing I?�p►at ►�t31`�'rg 2x4 or 2x6 stud ... ......................... 1 x4 let4n brace notched Saw kerf for Tb into wall studs - race 9oylb9 0r . :. K-brace when wires (E111JBTk1181 or door is near comer iattdlatDOOR- rEy: >: - # X53. P.L=� Lj N\n I u=�ILD )Nn, ther;llfa Ili ------------- Xj ... ... ..:... .-.. if Pd�ded v�a mwnble souroe ird�on coNai�d at e w rnM Mf 1 �p� JM rq least W N Waftim.�Indudbg GYN postwns nw Wast@. d... :.I:�al r .. . , .., (.... .. � .N .. .. � 1. ^r:f ''l ,,rl`I, � '� 'rc � ,. 3 t - .. . � � ., . . ,� ..h _ .. �. _ :r r� � ' • ' � .� '. .. Y � � � ' �� � j � -.1 i r .. ��. _ .. .. 4' `.�. i .. .1 .� ' . e . � a7 - .. to- lzov� r q1000 li � Qs 4l s 2 O d " x7 t T_4 o,Ar 'Is Ca.r 3, eo 3�H w.2 Flt a tr t 'tr Tty S4.41.,0 1/ e, ZX 10` T ,SFa�— t -- . �� Z i ZYC6 s i l 1 " , C:' r 0 m C. 2-Y, > > s2 Fm^�►• �'�sal 8 (O-C. i v„rA�\ r REScheck Software Version 4.0.1 Compliance Certificate e Project Title: Peterson Addition Report rt Date:o p0 3/10/07 Data filename:C:\Documents and Settings\AdministratoAMy Documents\House plans\202.rck Energy Code: Massachusetts Ener Code Location: North Andover,Massachusetts Construction Type:YP 1 or 2 Family,Detached Heating Type: Other(Nonlech is Resistance) Glazing Area Percentage: 13% Heating Degree Days: 8322 Construction Site: Owner/Agent: Designer/Contractor: 202 High St Eric Peterson Eric Peterson North Andover,MA 01845 • G • e- �r7 ..- Ceiling 1:Flat Ceiling or Scissor Truss: 288 22.0 19.0 7 2 roof window @ 4 it 2:Wood Frame:Double Pane with Low-E: 8 0.530 4 South wall:Wood Frame,24"o.c.: 279 19.0 5.0 12 2 windows @ 14 ft2 Wood Frame-Double Pane with Low-E: 28 0.430 12 Window 5:Vinyl Frame:Double Pane with Low-E: 6 0.300 2 Noth wall:Wood Frame,24"o.c.- 279 19.0 5.0 13 Dow 3:Solid: 18 0.220 4 West Wall:Wood Frame,24"o.c.: 408 19.0 5.0 15 5 Windows @ 14ft2:Wood Frame:Double Pane with Low-E: 70 0.430 30 Window 4:Vinyl Frame:Double Pane with Low-E: 6 0.300 2 Dow 4:Glass. 20 0.320 6 Basement Wall south:Solid Concrete or Masonry. 108 0.0 10.0 7 Wall height 7.0' Depth below grade:5.0' Insulation depth:7.0' Basement Wall west-walk out Solid Concrete or Masonry: 122 0.0 10.0 10 Wail height 3.0' Depth below grade:1.2' Insulation depth:3.0' Basement Wall 3:Solid Concrete or Masonry: 144 0.0 10.0 10 Wall height 5.0' Depth below grade:4.0' Insulation depth:5.0' Comprianee 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 Massachusetts Energy Code requirements in REScheck Version 40.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. The heating load for this building,and the cooling load if appropriate,has been 'red ing the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool th building be no greater than 125%of the design I sp tfi s 780CMR 1310 and J4.4. L 'K Name-Title Signature pa REScheck Software Version 4.0.1 Inspection p checklist Date:03/10/07 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-22.0 cavity+R-19.0 continuous insulation Comments: Above-Grade walls: ❑ South wall:Wood Frame,24"o.c.,R-19.0 cavity+R-5.0 continuous insulation Comments: ❑ Noth wall:Wood Frame,24"o.c.,R-19.0 cavity+R-5.0 continuous insulation Comments: ❑ West Wall:Wood Frame,24"o:c.,R-19.0 cavity+R-5.0 continuous insulation Comments: Basement Walls: ❑ Basement Well south:Solid Concrete or Masonry,7.0'ht/5.0'bg/7.0'insui,R-10.0 continuous insulation Comments: ❑ Basement Wall west-walk out:Solid Concrete or Masonry,3.0'ht/1.2'bg/3.0'insul,R-10.0 continuous insulation Comments: ❑ Basement Wall 3:Solid Concrete or Masonry,5.0'ht/4A'bg/5.0'insul,R-10.0 continuous insulation Comments: Windows: ❑ 2 windows @ 14 ft2:Wood Frame:Double Pane with Low-E,1.1-factor:0.430 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 5:Vinyl Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled 1.1-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ 5 Windows @ 14ft2:Wood Frame:Double Pane with Low-E,U-factor:0.430 For windows without labeled 1.1-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑Window 4:Vinyl Frame:Double Pane with Low-E,U-factor.0.300 For windows without labeled 1.1-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Skylights; ❑ 2 roof window @ 4 ft 2:Wood Frame:Double Pane with Low-E,U-factor:0.530 #Panes Frame Type Thermal Break? Yes No Comments: vl i e' {,'i'Z t'ti of emy, Onwvbcan ..r.• r' 4 Azac4 jo, ,u ,[�t s ;11)11 jw .± oo k:.,. i . �1. v... .E r _ , moi.• .w1.. .5i:. . ..r•-r;'•; �:i - ,. .. .• -•i L'• 't .r An. t 00- Ij r, ir Doors: ❑ Door 3:Solid,U-factor:0.220 Comments: ❑ Door 4:Glass,U-factor:0.320 Comments: Air Leakage: (] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ElWhen installed in the building envelope,recessed lighting fixtures#meet one of the following requirements: 1• Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and calling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2• Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture has been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ installed on the warm4n-winter side of all non-vented framed ceilings,walls,and floors. 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 are insulated per Table J4.4.7.1. Duct Construction: [3 All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,Including stud bas or joist y 1 ist cavities/spaces use to transport air,are sealed using mastic and fibrous backing tape installed according to the manufacturer's installation Instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. ❑ The HVAC system provides a means for balancing air and water systems. 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. Heating and Cooling Equipment Sizing: ❑ Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified In Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [� Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable . sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. ol, It' . "win -000, 4d .f'. f' '.»;ix A 1:,t - - e.i:1, . ,V ,:t:.. . a IN VXV-Mr 0 AC, Am 01-1a. rwor" 4 t ."buy- CO. OA .tA G XT n L Q INC An 403 mum-no a f Ax "TO M a n" too 4 ga, OLIM Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness In Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to.1.25" 1:5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 li 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sees Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40.55 0.5 0.5 0.75 1.0 Brine Below 40 11.0 1.0 1.5 1.5 NOTES TO FIELD: uildin (B g Department Use Only) 00, loll ION maAwas V .0,-4 '17 of NORTH TOWN OF NORTH ANDOVER OFFICE OF p BUILDING DEPARTMENT « r° 400 Osgood Street North Andover Massachusetts 01845 1ss�cNusf� Gerald A.Brown Telephone(978)688-95454 Inspector of Buildings Fax (978)688-9542 HOMEOWNER LICENSE EXEMPTION Please print DATE: Z ' JOB LOCATION: ZO Z S+ Number Stied Address Map/Lot c HOMEOWNER hlm � �'L pe�rron x-78-W7-��$z q��-9�3-7_Q3L-Kchtat 1 Name Home Phone Work Phone Wark- PRESENT MAILING ADDRESS 2--02- f-hA h S+ N o H--k &donor MA 0184-S City Town State Zip Code The current exemption for"homeowners"was extended to include owner-occupied dwellings to two units or less and to allow such homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor). State Building (Code Section 108.3.5.1) DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family structures. A person who constructs more that one home in a two-year period shall not be considered a homeowner. The undersigned"homeowner"assumes responsibility for compliances with the State Building Code and other Applicable codes,by-laws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of North Andover B ' ng Department minimum inspection procedures and requirements and that he/she will comply with sai p and requirements. HOMEOWNERS SIGNATURE APPROVAL OF BUILDING OFFICIAL Revised 10.2005 Form Homeowners Exemption BOARD OF APPEALS 688-9541 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 CERTIFIED PLOT PLAN LOCATED IN NORTH ANDOVER, MASS. Scott L. Giles R.P.L.S. Frank. S. Giles R.P.L.S. SCALE.-I"=20' DATE:1/16/2007 50 Deer Meadow Road 2/14/2007 North Andover, Mass. 50.00' THIS LOT IS COVERED UNDER EXCEPTIONS IN SECTION 7.8 OF THE L Q T 86 ZONING BY LAW,PAGE 79 WHICH STATES THAT A LOT RECORDED PRIOR TO JAN.9, 1957 PLAN 0153 AND HAVING AT LEAST 50'OF FRONTAGE AND 5,000 S.F.OF AREA,SHALL HAVE A FRONT AND N.E.R.D. REAR YARD OF NOT LESS THAN 20'AND SIDE YARD SETBACK OF NOT LESS THAN 12'. 5172 S.F. THE PROPOSED NEW ADDITION DOES NOT EXCEED 35'IN HEIGHT. 18' PROP. 015 rn ADD. C.A 0 0 1 15' 2 STORY W.F. DWELLING #202 PORCH 50.00' HIGH STREET 1 CERTIFY THATOFFSETS SHOWN ARE FOR THE USE `irV Cr THE OFFSETS OF THE BUILDING INSPECTOR ONLY :r `a 5co y SHOWN COMPLY AND SUCH USE IS FOR THE WITH THE ZONING DETERMINATION OF ZONING BYLAWS OF CONFORMITY OR NON-CONFORMITY k� ` ,�L LAn WHEN CONSTRUCTED. WHEN BUILT ),-) -. IP CIV r,4,v, ra i�d N c1 p \ AN Out -o lel[YvQH�N(1 Ott �esflr� ���?) .1� •�,.•��, I i l i �,,��F,�ci tea. , atD o a�� P 7 w � S�s as ,hh J. _ �S 1 _ ,� _ _ _ _ — ^' __ f� /�; � _�%3 �.�', � � �� �.� �� n ,�� I ,hl I i L(Ll m• +'�S 1 i I i r i Zj LoSCo r �o5'EO�. (�•t3. Ce�e� SSg w� Low � �►.,mf�� II rA Lis ! "Lid i I Jf i .. \ ❑ � �—rums 7 ❑ i i o D ----- - - - �r�VQ J i i v Ati Co/y i t i i i -- 1 1 1 6 l T611 r + _ f Basement. Floor Plan existing Basement door Ebsting field stone foundation 2'6" Built up Beam (4 2x12) b 5'5` 10'81/2' rI0 Y r- is,o• 1st Floor Kitchen Dining Room (existing) O O o (existing) 0 00 00 1-12" 2'0" 4ee to N / 5 271T— '8" i 2'71/2"=-:� j 10'7 112" Bath and Laundry Family Room v cr RC. iL 18'a Second Floor Pian Bedroom Bedroom (existing) (existing) To be part of NMaster Suite 2'8'1 i -r a•� Closet b 0 O Master 216" Bedroom b o N O - L Bath ----•-i I t ` 2,6" k 1v a