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0073 GEORGE STREET
.......... A V111i f T�w gt' S74 4.0-v` WN r� R11 NOW V'A 0?� W gm MINN, '41 _'O 11 x I qhl �vg 5,illat N, wwax" R—M . .......... "r ROW o— I W1 is aT X", W� INVWIP 'YAW "VI" ,NWil ME - "M"Pt 111 11,g 4,%�1 ,W �X p N A 'V� R%g 't P v RM r m �1�ICU USE W, �.f"Wim R4 wx;A ;,ne ON m V"A,� -N, _W1, Vll;ogr�,w,-A A Qx a, wpm 52, aw 5��,,z "N" %DSNEIAR ki 151 N VR_M� 10 W , , , 4,T41m,--1'1'A'A 1�.,zkll w"N g,g 2�r N�1111pl, 'R WIN X' AN—— "41K Ry, N j1polnug Mon' m 4 M x R, x OW IZIW� M R", -?, ! W a4vx, p4gp �.OT pt '12 Or e R ITNIM -I PVVI�Ile AX-11- 1715 Mm "15 47%11.1 RAI f,' X,4, kit R T- Eiil�lvt Az R60 @S,4 j'Z 2 w '81 PAM 'W5 EMT Is I-,I'll g IWI PAN _Rofr qt� . ,Mm Z 51 W�� W9, "M 115"'E INN .......................... ................ .................. ...................... ..............I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map q 1 Parcel ® Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee , Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 7 1ST-` Village Q �`YV Owner MC. Address i 13 GA�C!OW4L CA-0 �yaw.4�awe.M w��y Telephone 7 2 i a�?1 G Permit Request A0 0 h\ 6 X ►N nn"i"-O"3 F04- 4 aen rooL, 6 W& Square feet: 1 st floor: existing q5?7 proposed 2nd floor: existing360 proposed ' _O Total new 320 Zoning District Flood Plain Groundwater Overlay Project Valuation n Ooo, Construction Type l vook) Lot Size ")A Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 14 Two Family ❑ Multi-Family (# units) Age of Existing Structure VO Historic House: ❑Yes ❑ No On Old King's Highway: XYes ❑ No Basement Type: ❑ Full ),Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) �O Cc�va•- �-� Number of Baths: Full: existing new Half: existing new Number of Bedrooms: 3 existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and-Fuel: V Gas ❑ Oil ❑ Electric ❑ Other �a ��= Central Air: �Yes ❑ No Fireplaces: Existing New Existing wood/all stove: Li'Yes_.0 No Detached garage: ❑ existing ❑ new size-Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size — Attached garage: ❑ existing ❑ new size Shed: ❑ existing ❑ new size Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # ' Current Use Proposed Use APPLICANT.INFORMATION (BUILDER OR HOMEOWNER) Name °ety th. CoyytAn Telephone Number Pk�- ' Address � vVv��S L,1N License#��,S 9 9fi'7 Ce-w y c�Ve- M A . Q:ZOL Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE All& DATE l� / t FOR OFFICIAL USE ONLY r , APPLICATION# ;PATE ISSUED ;f r 1, MAP/PARCEL NO. � ADDRESS VILLAGE t _ k OWNER ` DATE OF INSPECTION: FOUNDATION ` FRAME INSULATION ' FIREPLACE ELECTRICAL: ROUGH 'FINAL PLUMBING: ROUGH FINAL `. GAS: ROUGH FINAL FINAL BUILDING } DATE CLOSED OUT �` ASSOCIATION PLAN NO. °FEr Town of Barnstable ti Regulatory Services f t y � Thomas F.Geiler,Director . $A 1639. ,m rFa�„�►� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-623 0 Property Owner Must Corn lete and Sign This Section f Using A Builder Pose 6gir - , as Owner of the subject property 7 ��.�F hexeb authorize NCzA � to act on my behalf, in all matters relative to work authorized by this building permit (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signat=e of Owner e of Applicant Qos n�1 1 Date QTORMS:OWNERPERMISSIONPOOLS 612012 IKEA Town of Barnstable Regulatory Services nnttxsxAsrt Thomas F.Geiler,Director MASS. � 16;9. �� Building llding Division r ED MA't Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 F . ax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 10B LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/townYITI state zip code i The current exemption for"homeowners"was eo inclu owner-occupied dwellings of six units or less and to allow homeowners to engage an individual fo does of possess a license,provided that the owner acts as --' supervisor. �.' .DEFIF. MEOWNER Persons)who owns a parcel of land on which he or intends to reside,on whichthere is,or is intended to be,a one or two-family dwelling, attached or detares accessory to such use and/or farm structures. A person who constructs more than one home in a eriod shall not be considered a homeowner. Such "homeowner"shall submit to the Building Offic acceptable to the Building Official, that he/she shall be res onsible for all such work erformed under thrmit. (Section 109.1.1) The undersigned"homeowner"assumes/thatsht for co fiance with the State Building Code and other applicable codes,bylaws,rules and regu The undersigned"homeowner"certifiesderstands th Town of Barnstable Building Department minimum inspection procedures and reqthat he/she comply with said procedures and requirements. Signature of Homeowner Z� Approval of Building Offici/Any , Note: Three- ellings containing 35,000 cubic feet or larger be required to comply with the State Building Code S7.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states y homeowner performing work for which a building permit is req 'red shall be exempt from the provisions of this section(Section 109. nsing of construction Supervisors);provided that if the homeowner ngages a persons)for hire to do such' work,that such Homeowner as supervisor." Many homeownee this exemption are unaware that they are assuming the responsibiliti ofa supervisor(see Appendix Q, Rules&Regulations for Licnstruction Supervisors,Section 2.15) This lack of awareness often resu in serious problems,particularly when the homeowner hires u persons. In this case,our Board cannot proceed against the unlicensed p on as it would with a.licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. �\ — > To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:fom-is:homeexempt .��rs�.„�� �sl.'�,c4�,t .'�.��r�., 4�fi � .8' 3s .rt���a'�E.+r.•� _:..Vie.�,i:. . 110 111tF'°H EXPOSURE E3 1JV1iVD ZONE RJU Lc � PL• Y� • 13 61rZVQ-&42 5= J Checklist Wind Speed (3-second gust)..................................... ................................................................110 mph Wind Exposure Category 'yp}...pp ...... .................................................................................................................B { Number of Stories .............................................................. (Figure 2)............. 2 stories 5 2 stories Roof Pitch ......(Figure 19) .................. ..L 2: 2 5 12:12 Mean Roof Height .. (Figure 2) I <_ 33' Building Width, W ............................................................... (Figure 4)................................. ft. <_ 80' Building Length, L ............................................................. (Figure 4)................................... ft. S 80, Building Aspect Ratio (L/W) ............................................... (Figure 4)............................... 5 3.0:1 General compliance with framing connections?.................. (Table 2),......................................:................ TO FOUNDATION Type of Foundation ........... .........................................:....:.. (Figure 5)................................. Foundation Anchorage p Proprietary Connectors Uplift. (Table 3).,,. (�.S.T.4...,.W. .., ...U = Of Lateral..................................................................... (Table 3) ►.M.i?s�.. ...T�...L= plf Shear...................................................................... (Table 3) (O! L�..:.................S = plf 5i8" Anchor Bolts ': " BoltSpacing ......................................................... (Table 4) ..... .................................... in. Bolt Embedment..... . ...........................................I.. (Figure 5).., ............................... —in. ? ' Washer Size......................................... ................. (Figure.5)..... _in. x_in. x_ in, thick Floor framing member spans checked?.............................. (IRC or WFCM)............................ . .. ...... .... •,� Maximum Floor Opening Dimension................................... (Figure 6).................................., 1 ft. 5 12' f�1 Maximum Floor Joist Setbacks t`7 Supporting Loadbearing Walls or Shearwall................. (Figure 7) Maximum Cantilevered floor Joists � Supporting Loadbearing Walls or Shearwall................. (Figure 8) l *!a.l, i ft. _< d % Floor Bracing at Endwalls....................................I................ (Figure 9)..................................................,.... _ Floor Sheathing Type.............................................................. (IRC or WFC". ...................... --- ...... .......... . .. Floor Sheathing Thickness..................................:.................. (IRC or WFC )............... in.................... Floor Sheathing Fastening ... (Table 2) Wall Height Loadbearing Walls........................................... ........... (Figure 10)................................. ft. <_ 10' Non-Loadbearing Walls ...........................r...............:..... (Figure 10):................ ....... G ft. 5 20' -- Wall.Stud Spacing......................................I......................... (Figure 10)........................ ... in, :5 24" o.c. Wall Story Offsets ......................................................... (Figures 7-8) ............................. ink :< d Wood Studs Loadbearing Walls.................... aOF MA$�A. ......... (Table 5).....................2x -�ft..= in. _ Non-Loadbearing Walls .......... �,. j�E1,E.. .�. ....... (Table 5).......:.............2X -Z ft. in. I cuol AL -4 No g477a O 9FGIstEQ�c ��SS10NIOLL .. 6..w G�',f.•" �..li s�1�..�:,. �f54d'�h`(+S¢Rat uNs'r�it 110 MPH EXPOSURE E3 WIND ZONE �v5cltp 2LST,f�t�nl � PO Bracing Gable Erd Walls WSP Attic Floor Length........... .............................. (Figure 11) ............................ ft. >_W/3 Gypsum Ceiling Length............... ..............................(Figure 11)............................. ft. >_0.9W Double Top Plate Splice Length ................................................................ (Figure 13)..��.lR,.. �ll. ��..........�ft, Splice Connection (no. of 16d common nails) .............. (Table 6) .................................................,... Loadbearing Wall Connections Uplift. (proprietary connectors)..................................... (Table 7) ............... .................U = lb, Lateral (no. of 16d common nails) ............................... (Table 7) ..................................... ..... , 12- Non-Loadbearing Wall Connections Uplift. (proprietary connectors)...................................... (Table 8) ...,.................................U = lb, Lateral (no. of 16d common nails) ................................ (Table 8) ................................................ Wall Openings HeaderSpans.................................I......................:...... (Table 9) ......................... ft. in. <_ 11' SillPlate Spans................................;............................. (Table 9) ......................... ft. -L In. < 12' Full Height Studs (no. of studs) ................ (Table 9) .............:......I...... Connections at each end of header or sill Uplift. (proprietary connectors) ............................... (Table 9) .............................................=lb. Lateral (proprietary connectors) ........................... (Table 9) ........ .............................. =lb, Wall Sheathing 1 Minimum Building Dimension, W = 16 SheathingType ..................I................................... (Table 10) .................:...................... . � Edge Nail Spacing...........................I...........:.......... (Table 10) .........................................___/KL in. Field Nail Spacing.................................................... (Table 10) ...................................... . 2 in. Shear Connection (no. of 16d common nails)........ (Table 10) ............................................. . Hold Down Capacity.......................... (Table 10) ....................... - b Percent Full-Height Sheathing................................ (Table 10) .............., = . ,........... %X(6l-(Q, �-- • o Maximum Building Dimension, L = ZO {�,�C� S -7,P1. x16I:r III $ Z_ SheathingType ...................................................... (Table 11) ...................................... ..- <P Edge Nail Spacing ................................. .......... (Table 11) ...................................... .-_in. Field Nail Spacing.................................................... (Table 11) ...................................... .12 in. Shear Connection (no, of 16d common nails) ... (Table 11) ................................................31p- Hold Down Capacity........................................... (Table.11) _�b Percent Full-Height Sheathing ... able 11 2i 2OI ' L Wall Cladding s i�Al.xx ZO'= 10 $IL Rated for Wind Speed? Roof framing member spans checked?............................... (1RC or WFC".................... ....................... Roof Overhang ........................................ ..................... (Figure 19)........................ :' -L ft. 5 2' or U3 Truss, I-Joist, or Rafter Connections at Loadbearing Walls Proprietary Connectors Jf�Y`L Uplift. ...................................................................... (Table 12)......I..........................,,U = lb. Lateral............................................................... . (Table 12) ...................................L= lb. .... ..... . . Shear........................ ..........:............................ (Table 12) = Ridge Strap Connections-Tension (Table 13) f.V.W. L..'r1.;"r,9...U1r�D..T= PH Gable Rafter Outlooker.............................. ....................... ft. ' ....................................................... (Figure 20)...............(J ft. S 2 or U2 Outlooker Connections at Non-Loadbearing Walls Proprietary Connectors Uplift. ............................................ _ .................. Lateral........................ _..._. ..... . (Table 14). .... .. . ... L lb. (Table 14)........ = I . oof Sheathing Type ................... �y of Mq, . ........ (IRC or WFCM). .....- ,00f Sheathing Thickness ....... �MjCH LE. . . ............� (o > Roof SheathingFastening .0 ILO in. 3 8" w _ g. ..... 'STq Afu�at. ....... (Table 2) ...�J �.lQ.k.. Gr ... .,�. !1Z. a NO 34-174 Q — CCU g r 90 G iO 9F—Is-fs FFSSMAIL IN( ' � �� N,P�I�ti 1 f 3)► as ► ��� w5P ezigE I e �NT�cRMYAIPrT>; I l INTY.R�i�•DIkY�, DG I RAM CV I ml . . .00 YYS.P ATTACHMENT g 0'C 7 o g GA L.L NOTES: Wood Structural Panels shall be minimum thickness of 7l16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to frnming. iii. On single story construction,panels shall be attached to bottom plates and top member pf the double top plate. iv. On two story construc6bn,upper panels shall be attached to the top member of die upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail_spacing at double top plates,band joists, and girders shall•be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment � - Gva5E 2 of 1.► I.I � .i 1 I 1. I I ► L. � I I iiE I � i all Ii I I � i r _ I a I I• l I• � �COD .Srtplvc To z;A� rlkmSL VI SP g44�AT lN� WSP ATTACHMENT No7 T.0 S C/A LIL 0 _ to IG L ORIZQNTAL - -A;TTA C.,H M BNT - GENERAL NOTES AND MATERIAL SPECIFICATIONS: FOUNDATIONS I.. All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength, f c=3000 psi,3/4"aggregate,designed per American Concrete Institute Code, latest issue, maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min. 5/8"diameter, 12" long,w/2-1/2"hook spaced_"o/c,or in concrete piers w/ Simpson ABU-series base; SPACED 2'o/c for slab-on-grade construction(i.e. Garage,Basement,etc.). FRAMING 1. All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. Structural Design Loads: Dead Loads: Actual Weight of Building Components Live Loads: Snow Load =30'psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=60 psf Wind Load : Criteria used for 110 MPH Exposure B,unless noted otherwise 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter; punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes. Alternatively, field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing: a. All new timber framing: Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b. Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c. Laminated Veneer lumber: All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi, Fv=285 psi,Fc_per=750 psi, Fc_par=3035 psi. Parallam(PSL): All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285. psi, Fc_per-750 psi, Fc_par--2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load, L/�60 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5. Metal Connectors: As manufactured by Simpson Strong-Tie Co. shall be handled and installed per manufacturer requirements,with all nail holes tilled. with.the size nail as specified by mfgr.or herein. a. Rafter tc Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16"o/c; Rafter to Ridge Plate: Collar ties min. 1 x6@ 16 o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Jo..st: Simpson straps at 48"o/c: CS-14R-50.5"centered at band joist 6. Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise. Bolt holes in wood shall be 1/32" larger than bolt diameter. Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers. All nuts shall be retightened at completion ofjob. 7. Blocking: a. Blocking shall be solid blocking,2x minimum,and full depth of member, b. Stud Walls: provide blocking at 8'-0"o/c,maximum height. Corners to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building comers. c. Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea. side Blocking Between Studs 2-I0d toenails ea.end,or 2-16d end-nails ea. End d. New Framing: Provide 2x blocking for 2 joist/rafter bays and spaced 48 o/c in joist and rafter plane at all edges;attach plywood edges to this blocking 8.Nailing Schedule: All nailing shall be in accordance with Appendix 120.Q,unless noted herein specifically. Multiple Studs 16d @ 12" staggered a. All nails shall be common wire nails. b. Sub-bore where; nails tend to split wood. 9. Headers less than 4'4',use 2-20;all others per MA State Building Code Table 5502.5(1)and(2). D MICHELE CUDILO, P.E. {l5C-la Consulting Structural Engineer 123 Cottonwood Lane, Centerville, Mossochusetts 02632 —� Drawn By: MC Date: i Drawing tole: AS NOTED Rev. 0 I v SK- File Nome: Project No.:;�a7-_ Generated by REScheck-Web Software Compliance certificate Energy Code: 20091ECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 73 George Street Kenneth Sadler Barnstable,Massachusetts KSA design P.O.Box 1149 Hyannis,Massachusetts 02601 508.790.3922 Compliance:7.8%Better Than Code Maximum UA:64 Your UA:59 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. • amw BMW mew V030 gum= wiIGl1w Ceiling:Flat or Scissor Truss 320 38.0 0.0 10 Wall:Wood Frame,16in.D.C. 160 21.0 0.0 9 Window:Wood Frame,2 Pane w/Low-E 8 0.250 2 Wall:Wood Frame,16in.o.c. 126 21.0 0.0 6 Window:Wood Frame,2 Pane w/Low-E 22 0.250 6 Wall:Wood Frame,16in.o.c. 160 21.0 0.0 8 Window:Wood Frame,2 Pane w/Low-E 27 0.250 7 Floor:All-Wood Joist/Truss Over Uncond.Space 320 30.0 0.0 11 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 2009 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: Calculations are for addition only.CS#039020 Project Title: Report date: 11/07/12 Data filename: Page 1 of 4 Generated by REScheck-Web Software Inspection Checklist C�J( Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Ceilings: ❑ Ceiling:Flat or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall:Wood Frame,16in.o.c.,R-21.0 cavity insulation Comments: ❑ Wall:Wood Frame,16in.o.c.,R-21.0 cavity insulation Comments: ❑ Wall:Wood Frame,16in.o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.250 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?-Yes-No Comments: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.250 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?_Yes-No Comments: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.250 For windows without labeled U-factors,describe features: #Panes-Frame Type Thermal Break?-Yes-No Comments: Floors: ❑ Floor:All-Wood Joist/Truss Over Uncond.Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Project Title: Report date: 11/07/12 Data filename: Page 2 of 4 u Wood-burning fireplaces have gasketed doors and outdoor combustion air. 0 Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: Lj Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. 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. Materials Identification and Installation: Lj Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. Ll 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. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. Lj All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181 A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 U. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Project Title: Report date: 11/07/12 Data filename: Page 3 of 4 Circulating Service Hot Water Systems: O Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Ej Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: Ej 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.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Report date: 11/07/12 Data filename: Page 4 of 4 2009 IEcc Energy Efficiency certificate Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): m. MGM? 'e Window 0.25 Door Heating System: Cooling System: Water Heater: Name: Date: Comments: 2.0 - 5.4' 'Oos/ Lot 16 ,9.8 &RO ;30.. Legend: z Sewer Manhole O v Guy �0*7Y Utility Pole g. yr� oyo/ 0�90� Q Water Gate �Y cr .; s �,} •' r 1..5},. ', V,, i' �r; Gas Gate 1 —°hW— Overhead Wires - ��� 3 B 0""rlj.9/F — G Gas Line (approx) /DH '•s3; s o #� n w — Water Line (approx) � � � •:� .� g. . Fno) o' UO � � GC F�, !'d ax^ ts,.- ate•^ Ilk 6608. FEMA: q) r0 36" Lot 15 a 20.2' SfOppS�o Zone 19. „C„ d 5' as per FIRM Panel � � -- / @ h O a "'bra dd�t; d A°S 250001 0001 D "'` s; 1' r Woter c° �R°%FP Revised July 2, 1992 r' •� •t Cover CB/DH Location Map 2 Sty W/F o' 10.7' Fnd) c` Dwelling 14.T F° �� Scale: 1" = 2000' Zone. RB 3.6' 10.8' A.C. 3 unle o p ,�F Setbacks: o °hp 20'Frontyard a°� Q° Front: 20'min .......... ? Q� ° Side: 10'min J ----- Lot 14 References: 3.2 /"°�°�� "mod ....:.::.::::::::::::: .' / �a° Rear: 10'min 2.5' 3,207fSF 00O Assessors Map: 319 . . a Parcel: 058 S66 p82S 22.0' /j� Plan Book 11/11 Notes: �. 18.6' 1.) The structures shown were located on the ground qs by conventional survey methods on or between 11/NOV/06 and 16/NOV/12. V (dimensions are to corner boards of dwelling) fi i 96, awe///;7 2.) The property information shown hereon was RIC14 R• • '¢'69 9 compiled from available record information. 40 jA4EUFtEUX V No. 343`112 is not �o �p O oidP& 1} 17.99• to be used for construction layout or deed �a�' �FGisl ?668j333 e �. description purposes. v 0 5 10 15 20 30 40 FEET 26� Lot 13 C^ pe C u r` / Sheet Title Plan Showing Proposed 2nd Story °Wg # Prepared For: Q G V V C Scale erville MA 02655 Robert Ruscitto 7 Parker Rood Addition at 73 George Street Ost 1 =20' 113 Cardinal Ct. (508)420-3994 (508)420-3995 fox I n Barnstable Mass Date Braintree, MA 02184 copesurv@capecod.net 161NOV112 ,.a TOWN OF BARNSTABLE.BUILDING PERMIT APPLICATION. Map 1 Parcel Application#0 d G 6y Health Division Date Issued. ZJ 1 ; Conservation Division Application Fee Tax Collector Permit Fee �- �• �� Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 7,3 7 f Village gr yt)S A y--,. � Owner B Qg,,P_,, Rc- Address 113 agralmAl c,+Q cy Telephone _7 1 �?q!? aS 16 n1 Permit Request`h_Q0QA --Voo S±d nkal—�t w , Ebts- E=100c tM1�l�n7� 1-c7f' Gec vc rwr Acts =XnAA FAmm it Y1114S.A-P-n room ,Nd FA Square feet: 1 st floor:existing 7`7 0 proposed 2nd floor:existing proposed Total new_E3_6 Zoning District 00 Flood Plain Groundwater Overlay Project Valuation 000 — Construction Type W-000 R`Aynr— Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure O Historic House: ❑Yes ❑No On Old King's Highway: Yes ❑No Basement Type: ❑Full )(Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) (( Basement Unfinished Area(sq.ft) 7 7Q G�� Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new J First Floor Room Count Heat Type and Fuel: I Gas ❑Oil ❑ Electric ❑Other Central Air: *Yes ❑No Fireplaces: Existing New Existing wood/coal ove: des No Detached garage:❑existing ❑new size �" Pool:❑existing ❑new size Barn:❑exis ng ❑ru si e Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# 80 r Current Use Proposed Use BUILDER INFORMATION Name 3oAc Telephone Number ®— Address rNw�e_rs _Np�-_w Z_z License# Home Improvement Contractor# t 0 Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ft -OW !S t Z Q 14 SIGNATURE DATE 12, O 610 f ✓ FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. 'ftRR ADDRESS VILLAGE r OWNER i DATE OF INSPECTION: _ FOUNDATION o 36 o co S FRAME P2 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL k GAS: ROUGH FINAL FINAL BUILDING y, i DATE CLOSED OUT ASSOCIATION PLAN NO. I; °FIME� Town of Barnstable. h Regulatory Services t i la"NSTAISLE,$ Thomas F.Geller,Director $Alf 6�9- Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstable.maxs Office: 508-862-403 8 Fax: 5 08-790-623 0 Property Owner Must Complete and Sign This Section If Using ABuilder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for; g LE Ill/1 (Address of Job) 17. Signature of Owner Dat • \���T �- • '� Cy SCE _ Print Name QF0P N1S:O WNERPERMISSION REScheck Software Version 4.0.1 Compliance Certificate Report Date: 12/06/07 Data filename:C:\Program Files\Check\REScheck\Rucitto.rck Energy Code: Massachusetts Energy.Code Location: Barnstable,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 6% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 73 George Street Jeffrey Conrad Jeff Conrad Barnstable,MA 02601 CONRAD REMODELING 535 Phinneys Lane Centerville,MA 02632 508-280-8978 ..- Ceiling 2:Flat Ceiling or Scissor Truss: 352 30.0 0.0 12 Wall 1:Wood Frame,16"o.c.: 375 19.0 0.0 23 Wall 2:Wood Frame,16"o.c.: 570 19.0 0.0 '31 Window 1:Vinyl Frame:Double Pane with Low-E: 23 0.320 7 Window 2:Vinyl Frame:Double Pane with low-E 30 0.320 A Door 1:Glass: 8 0.320 3 Basement Wall 1:Solid Concrete or Masonry: 184 0.0 0.0 56 Wall height:5.0' Depth below grade:4.0' Insulation depth:5.0' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 184 30.0 0.0 6 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 Massachusetts Energy Code requirements in REScheck Version 4.0.1 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 determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall b greater than 125%of the design load as specked in Sections 780CMR 1310 and J4.4. 3e Conrr.arJ / cow+•,rAc�cx A-1 06 O Name-Title f ig Da Page 1 of 1 � 2.0 5.4' Lot 16 at y Legend: 4 A a �\ S Sewer ManholeW. -0 Guy "''S ; -- Utility Pole x � YoJo'oiMo-9oi W ?ru v'sri s•`'cu,� °�' �Y.s �{ S''isSi�',gv'+' s`�': 4g9 oq pt � Water Cate ��� �`�. e s � n w.,4``'� s vSs'.5.45,' � Ytt• I O © Gas Gate �� r —oG - Overhead Wires 7-� a o ei; �iF c — Gas Line (approx) Y o (FBOH �e���9 — w — Water Line (approx) R Qi ,(Fnd) W, a S� �J °e N6 tl . y �St sob FE A: a� 20.2` dC%t;o� c� ?� 3tS'� Lot 15 Zone .,C,. 1 o ZO's d 19.5' as per FIRM Panel 0 2t3.2' e�6oc� j 8g S6 pas 250001 0001 D ;..::. -:;...... :.:'" 1o.s' &Roy Revised July 2, 1992 N o ry 1 m septic F�y .` �a,.fit°,er CBOH Location Map ry0 . :ii•r`ii:i-.• ...-:.i�i:•rirr::zir.�.r�- cellar `` (Fnd) e ,i ...........:.......•:' Entry 14.7' F Zone. RB Scale: 1" 2000' \ 10.8' n.C. o s 3.6' Unit 1 Sty W/F o Setbacks: Lot 14 p °4w Dwelling Front: 20'min ci . #73 3,207±SF 2 ° Side: 10'min References: 2 "��°�� °c4��@,\ ryo O O �aa° Rear: 10'm in Assessors Map: 319 2.5' 8¢ ^ b Parcel: 058 Plan Book 11/11 83oF A' Notes: 18.6' 1.) The structures shown were located on the ground q9 \ by conventional survey methods on 11/NOV/06. (dimensions are to corner boards of dwelling) `V was >st 2.) The property information shown hereonGs compiled from available record information. o RIG HARD 3.) This plan is not for recording and is not " LH;^l1REZX Brvca R � O to be used for construction layout or deed o9 Z ?P 0 seishow9���o C 1799 description purposes. O %9,33 V 0 5 10 15 20, 30 40 FEET i Lot 13 Sheet Title: Dwg # Prepared For: CapeSury Plan Showing Proposed 2 Story C521_1g1 7 Porker Road Scale Robert Ruseitto Osterville MA 02655 Addition at 73 George Street 1"=20' 113 Cardinal Ct. (508)420-3994 (508)420-3995 fox In Barnstable Mass Date Braintree, MA 02184 copesurv@copecod.net ! 22/MAR/07 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ^319 Parcel 0 5 8 Permit# Health Division a Date Issued _9 J Conservation Division Fee (13,y o Tax Collec . Treasurer'49' f Planning Dept. Date Definitive Plan Approved by Planning Board t Historic-OKH Preservation/Hyannis Project Street Address .73 George Street Village Barnstable Address Owner Robert Ruscitto 313. Cardnal Court Braintree, MA Telephone (781 ) 848-2816 Permit Request Install new windows and doors . sky lights and a half bath. NOTE: One window will be a cantilever floor not to extend out beyound the trim over hand. approximately 15" . 54-cv',40 (boF Pf-Alof1 414 5mel,vI ILI_ i4 Square feet: 1st floor: existing 7 40 f t proposed same 2nd floor:existing proposed Total new Estimated Project Cost $-14,000 Zoning District Flood Plain Groundwater Overlay Construction Type wood frame Lot Size appr .. 1/8 ac. Grandfathered: U Yes UNo If yes, attach supporting documentation. Dwelling Type: Single Family ❑x Two Family ❑ Multi-Family(#units) Age of Existing Structure 60 years Historic House: ❑Yes C3No On Old King's Highway: ®Yes ❑,No Basement Type: ❑Full Q,,Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing 1 new O Half:existing 0 new 1 Number of Bedrooms: existing 2 new 0 Total Room Count(not including baths):existing 5 new 0 First Floor Room Count 5 Heat Type and Fuel: 9 Gas ❑Oil ❑Electric ❑Other Central Air: W Yes L3 No Fireplaces: Existing 0 New 0 Existing wood/coal stove: ❑Yes ®No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ . Commercial ❑Yes ❑No ' If yes,site plan review.# Current Use Proposed Use BUILDER-INFORMATION Name Jeffrey M. Conrad Telephone Number ( 508 ) 771-8978 10 Locust Street CS 009857 Address License# Hyannis , MA Home ImprovementCont6actor# 124074 Worker's Compensation# TMP 10 0 9 3 2 2 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO on site dumps t er SIGNATURE o DATE t FOR OFFICIAL USE ONLY PERMIT NO. #` DATE ISSUED ; MAP/PARCEL NO. F 1 ADDRESS ~� VILLAGE ' OWNER Qf DATE OF INSPECTIOr 3 - FOUNDATION. ' • � _• .. _ - 3 r ,�- M t f r`y 1 - 1 FRAME INSULATION 7 r :e' 3 r f • FIREPLACE - + ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL' GAS: ROUGH FINAL _ FINAL BUILDING DATE C'LOSED,OUT ASSOCIATION PLAN NO. y w MCURAppawkj Table J&LIb(eoadaaed) Prmeriptive Pack"=for One and Two4hmdy Resideadd Bui[dtnp Heated witb Fossil Fueb MAXIMUM MINIMUM Glazing Glazing ceiling Wa11 Floor Batemeat Slab HU=WCool�ag '('r1) U-value= lt value' lt value' Floor Wall Aaimeta Equipment Efficinuxyr pm"p &valual &value? + - 5101 to 6500 Heating Degree Days' Q 12`/. 0.40 38 13 19 10 6 Now R 12% 0.52 30 19 19 10 6 Normal s 12% 0.50 38 13 19 10 6 95 AFUE T 15% 0.36 1 38 13 2S WA WA Now U 13% 0.46 38 19 19 10 6 Normal V 150/. 0.44 38 13 2S NIA WA 85 AFUE W 15% 0.52 30 19 19 10 6 8S AFUE X 13% 0.32 38 13 25 WA WA Normal Y 19% 0.42 38 19 25 WA WA Nonmai Z 18•/. 0.42 38 13 19 10 6 90 AFUE AA 18•/. 0.50 30 19 19 10 1 6 90 AFUE 1. ADDRESS OF PROPERTY: 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: �. r 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): �' C8 y 9 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f980303a 780 CMR Appendix J Footnotes to Table J5.2.1 b: ' Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors,. skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area,expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 W of decorative glass may be excluded from a building design with 300 ft of glazing area. 2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units: center-of-glass U-values cannot be used. ' The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing,and interior drywall. For example, an R-19 requirement could be met EITHER by R 19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, i or garages).Floors over outside air must meet the ceiling requirements. individual basement wall with an averse The entire opaque portion of any mdi g depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'he R-value requirements-are for unheated slabs.Add an additional R-2 for heated slabs. 'If the building utilizes electric resistance heating use compliance approach 3, 4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5.2.la NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)if a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels, the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 INE r o� The Town of Barnstable BARE. Department of Health Safety and Environmental Services MASS S j- Fo; Building Division 367 Main Street,Hyannis,MA 02601 Mee: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection`. Location —T3 �p Y?,6 P1 J r— Permit N-umber Owner Builder J One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: (Z) n CL Please call: 508-790-6227 for re-inspection. Inspected by Date i °� The Town of Barnstable 9 ' AM 1m�' Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 , Ralph Crossen Fax: 508-790-6230 Building'Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition, or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: Remodeling Estimated Cost $1 4, 0 0 0 AddressofWork• 73 George street Barnstable Owner's Name: Robert Ruscitto Date of Application: January 20, 1999 I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job Under S1,000 []Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY i hereby apply for a permit as the agent of the owner. Jeffrey M. Conrad #124074 Date Contractor Name Registration No. OR Date Owner's Name q:forms:Affidav T. CONRAD REP: VG 10 Lbcus Hyannis n y �O I Oki' ' f",o ot_J � J Y ,< od jam. rrv �Frr.�,!.� d`4\A. It CONRAD REMODELING 10 Locust Street Hyannis MA 02601 1 1 f � , j 1 i tvc�v-...__3�t`► t3_ , -r _13;_rti� e�;g�,°•v� cC, 0r+5iryl,?. gf<y�;��� 3ox�e7 ' r l �I, lox q L; 3 +f9' w,� ._._....___ 1 11 37 6 7� Georo i CONRAD REMODEIDIG " 10 Locust Street i Hyannis MA 02601 0 1�LP7 o vtr m0,w V./,A , i i 1 i i t i 1 CPNTILwc�'ea. + tam�.£_.�f....._....__ ���'%�'Q Q a�- end; ,•,r 'C Y2 CONRAD REMODELING 10 Locust Street Hyannis MA 02601 CP i ' t s _� d� l7ouf51p,�,1�400ve.r'N�e�ai� I i oY� ��ow► I f �..FOdl _ . .._.. . . _ i CONRAD REMODELING 10 Locust Street Hyannis MA 02601 G !�-�^�—--3TA�_S�`.rnw�y\war .1.D tnzs}•'ky� .�r4'y1^�. Pt'r+�._�010<"' � .�_. s�eyw�a� 3oxH7 A k l 3w y 3,V A Hj 3q YL 11 `lAJ`G -sw ww� s 17���� r t En Map c� Parcel O5 d4mit# j � House#• 7 �� Y Date Issued Board of Health(3rd floor)(8:15 9:30/1:00-4:30 .�f/�d/ Fee ✓�� � Conservation Office(4th floor)(8:30- 9:30/ 1:00-2:00) 010 Planning � t. 1st floor/School Admin. Bldg.) De P ( NNE Definitive Plan Approved by Planning Board 19R01ETHEF 16 � i�ss PBIpR�® TOWN OF BARNSTABLE 'fD `'`� Building Permit Application Project Street Address 73 George Street Village Barnstable, MA Owner Robert A. Ruscitto Address 113 Cardinal Ct . Braintree,MA Telephone •(7 81 ) 8 4 8-2 816 Permit Request Interior structural and rot r4lpair, ., P First Floor 780 square feet Second Floor _' square feet Construction Type wood frame Estimated Project Cost $ 3 , 0 0 0 . 0 0 Zoning District Flood Plain Water Protection Lot Size 1/8 - a Grandfathered Yes ❑No Dwelling Type: Single Family [J Two Family ❑ Multi-Family(#units) Age of Existing Structure 60 y r s Historic House ❑Yes [J No On Old King's Highway 13 Yes ❑No Basement Type: ❑Full ®Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing 1 New Half: Existing New No. of Bedrooms: Existing 2 New Total Room Count(not including baths): Existing 4 New First Floor Room Count 4 Heat Type and Fuel: [ Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes 3 No Fireplaces: Existing 0 , New Existing wood/coal stove ❑Yes ®No Garage: ❑Detached(size) none Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ®None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use r Builder Information Name /W CpPoe►-.)o Telephone Number ? I - '54t 7 Address I D L-oLv C-)-1- License# C 5 C)O(3 S2 7 n NN i5 iy1 f} , Home Improvement Contractor# 12, l d 7 Worker's Compensation# 1 !y'1,0 t C)0 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS ''Y_ ROPOSED STRUCTURES ON THE LOT. ^PALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �qty OW 5"4-e Do" 7CSIGNATURE jg/h �? )e—l�_ - /W/Z- // DATE (�I'U /a1 BUILDING P&MIT'DENIED FOR THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY {PERMIT NO. DATE ISSUED , I 4AP/PARCEL NO. ADDRESS VILLAGE OWNER �- s DATE OF INSPECTION:, FOUNDATION FRAME INSULATION s � .�s.. . i: � tr - � . � f9 _• -- r� '� _,' '� � } FIREPLACE , f ELECTRICAL: ROUGH FINAL _ PLUMBING: ROUGH FINAL, GAS: ROUGH FINAL s r 3 FINAL BUILDING 1 F t . 1 DATE CLOSED OUT,:. f F - • i S ASSOCIATION PLAN:NO-, , i The Town of Barnstable � ��8 Department of Health Safety and Environmental Services Building Division 367 Main Sacra,Hyannis MA 02601 Office: 308-T90-6ZZ7 �• ' � mph�� Building Cetnmissio-e Fax: 509-7904230 For oMce use only Permit no. Date AFFIDAVIT HOME M'ROVEMENT'CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. t47.A requires that the "reconstruction, alterations, renovation, repair, moderni=d0n. removal, demoiition, or coustrucdon of an addition to any pre-existing conversion. improvement,owner occupied building containing at least one but not more than tbur dweiliag units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions,along with other requirements. In't: Structural & rot repa i . t.Cost $3000.00 Type of work: ' • 73 George Street - Barnstable, MA 02601 Address of Work: Robert A. Ruscitto Owner's Name November 30, 1998 ' Date of Permit Appikation: I hereby certify that: Registration is not required for the foilowing reasonisj: Work ezcluded by law _Job under SI.00L Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE ACCFSS TO THE.� PROGRAMOR GUARANTY FUND UNDER MGL 142A SIGNED UNDER PENALTIES OF PER%=Y I hereby apply fora permit as the agent of the owner. Jeffrey M. Conrad U Cont tion No. Date ractor tYame OR Date Owners Name %:isv<:vi};.:i}i}ii.'i?::i::i{vvv:::i::i:::i::i::i::i:{:i:: •••••••.::•.:::::::::::::.:�:::jiiiiii:;:;ii:;i:;:}i; ::ii:i'iiiii:::::>::::::::::::::::::::::.::.ii}}:•}:v:6:bn}iiiii:•i:•is4:L':iiiii:•i:•is4:4"iiii::::::'r::::i::::i:::>:iiiii: :::iY{t?:C;ii.'ii :?'iiii:iii:>:::?..:•.;i:;i::tty .: 141 1159 ........... ........::.:::..:::::::::::. JLQURA ::� .: .;�1..:::.289 060 004 :.. ' « tttT":. ism :.�c� •::: •::.PERRY .................. ......................................................................................................................................................................................................................................... ::.,:......,..........::::::. .> ` .......:. :::...........:..... :.;:.>. .::.. .: ::.: . t, ........................................:::::.t.. ...B:L�{t.:..:.}.n....:±ititi?�.�.�vvv3:ti:i'tiLti?i.'.+•.?::•>.titiiS}j: I7'� 15�.. ism I ................................................................::::::.:::: > I titi .`. XXX ----------------- ous::::::: on i*�i'i'i'«:'� :':.:..<.73 Ger oge � < e Street, Barnstable fliffid } .:: � :`.::.:•:��n.:.;:.i:.;:... being ..�e �::. � permit, ...................... F # ' ' I '00P wow 9 SMOKE DETEC ORS REVIEWED oa e7 ARNSTABL BUILDING D T. ATE FIRE DEPARTMENT DATE ARE REQUIRED FOR PERMITTfNG B07H SiGNA7URES AR , IMPORTANT - UPGRADE REQUIRED STATE BUILDING CODE REQUIRES THE UPGRADING OF tea . SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN ONE OR MORE SLEEPING AREAS,AADDEDORCREATD. f RE01YR® FOR THE NOTE: A SEPARATE PERMIT �S i i `�. INSTALLATION OF SMOKE DETECTORS—THE ELECTRICALt— PERMIT DOE_ S NOT SATISFY Ti'IS ;Ed�d1H - r `I , T i �3 -T-T` CARBON MONOXIDE ALARMS MUST BE INSTALLED PER , • MASSACMUSETTS BUILDING CODE ,k: 1 p 11 1..—i.._T - S. _•.- ,` 1 t y ,^'ram---�--'�-•3--�----L .� J. ,� � ;�1� _ .,. y ' ts T__77 + A { �c ! q .S � � V � `� ��t ' L`•; s ;��' �' p it � � f i t t _ � � i 1 ; Ll - - '--- r -' r - r 1 ' 771 i i i i f ! i f E. 71 F d ! --T-F r7l 1 _T f 4 f a aI j I 1 T4 �! 12_._ ei s f� - -� "Ir - ,� f ,a... Y�� � ' . - - -•�,_ f i 7 , 7i' - C E S j 7 i T 's - 1 w y .. tj -3.f Y •a_!- _-�. ti ..o--t (`E— `f—:.n`...3 7t. 5 1 1 i Ta "> ��. iii t !. 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'i � ��g � -- f� r `/� F /' �� 7 0AND mATERIAL SPECIFICATIONS: <o Vym o ' - nL s oaoo8§8m'o`o • p' OwvvEmwv FOUNDATIONS J E 1.All workmanship Lo conform to the requirements Of the m—achusetLS State Building Code.latest edition. = E 2.For Site location and grading information,gee Site Plan,by others. Ip' 3.A55umed net allowable soil bearing capacity,q-3000 psf,for a medium sand/gravel compot tfon.Other soils encountered,contact the Engineer of } m _ R....d. m o O U m ' 4.Goncr�Minimum 25 day strength,Pc-5000 psi.3/4'aggregate,designed per American Concrete Institute Code,latest Issue,maximum Slump_4. a.)Anchor bolts ASTM A301 galvanized,min.5/6'diameter,1 2'long,w/2-I/2-hook spaced per Code Checklist,or in concrete piers w/Simpson ABU-Series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement,etcJ. ' SMOKEaET It.)All walls[o have min.2x4 top horizontal.2'clear,to prevent shrinkage _ 2 DETECTORS FRAMING watts longer than 25'shun nave vertical control joint with waterstopping between wan joint. al v1sian Load, 1p�• /�,fry//�� 1.All wor L��` 1i�`• REVIEWED /�1,,�D .All ctur an5hi0 CO conform Co the requirements of the Ma999chuse[ts State Building Gpde,latest edition. Dead Loads:Actual Weigh[of Building GompOnenLS Live Loads:Snow Load-30 psf(plus drift)with applicable reduction `�_�� ATTIC Storage•20 psfLiving Floor-40 psf 51eephig Floor•30 psf L,LDING D Decks and Balconies-SO p5fEPT. DATE ° ° Wind Load:Criteria used for 1 1O MPH Exposure B or C a5 noted per plans3.sir ry�ral Se€;fas requiredla.A5TMA512brad¢50:Shoppaintwithrustinhibitivepaint.Thru-BOILS:A5TMA301,1/2'diameter;punched holes:9/1b"diameter. b.yields:Shop weldcap and base plates to columns;Shop weldbearingplates tobeams:use eioxxelectrodes.Alternatively,fieldweld by certified welders.a c.Deflection criteria:L/3b0 total load deflection. TMENT .rmber Fram n7DATE a 8.All new timber framing:5pruce-Pine-Fir No.2 with Fb-I OOOpsi,E4.500.000 psi,or better. RE REQUIRED f ° b.Pressure treated timber(P.T.1:Southern Pine with Fb-.VL 1 th psi.E-tb00.000 psi,or better. Xt 1L CApno ° c.Lamina[ed V¢neer Lumber:All L.Vl.9hall bC 1.9EL.VL.wi[hFb-2925 psi,E-1900 ksi,Fy-285pai, 2g00 psi. psi,Fc_per-3035 'Y, 1 OR P NG 77 77O psi.Parallam(PSL):All P5L 5hall be min 1.9E E5 with Fb-2900 psi,E-1,900 k5i,Fv-2BS psi,Fc_per-150 05i,Fc_par-2900 psi.Noce that Mlcrollam RMITTI N and Parallam may be used interchangeably. L- Mq /USTB 0 p U[[� Deflection Criteria:L/4HO Liye Load,L/3bO To eILOad Q \\ Ssd/t F�NO �/Cq/^n/ -Optional:Provide shop drawing submittal of engineered camber systems for approval prior to materials purchasing. Q tJ /7l/ // UT/ tt.7PP 5.Metal GonnecLors: USF n �l(�e� , y� As manufactured by Simpson Strong-Tie Co.Shall be handled and installed per manufacturer requirements.with all nail holes filled with the size nail a5 41 specified by mfgr,or herein. a.Rafter to Ridge Beam:5imp5on L55U-series.or Simpson Straps over top Of plywood,spaced 1 b"o/c: -IN w� '1 REQUIRED Rafter to Ridge Plate:Collar ties min.1 xb2 1 b"O/c at top Or 5i1p5on Straps over top of plywood spaced 1 b-o/c `Y IMPORTANT- VP�'�A®� be.Band JcmtS tO top psci,Plate: sat4'nH2.5A J L c.Band Joist:5imp5on straps a[4'O/G:CS-1 4R-48"centered at band joist •,e`}�`- Bolus in Dad Framing Shall be standard..,nine bolts unless noted otherwise.Bolt holes in wood shall be 1/3 2'larger than bolt diameter.Bolt heads and STATEBUILDING CODE REQUIRES T nuts Shall bear on Standard malleable iron washers,or square plate washers.All nuts shall be,etightened at completion of job, ^; HE UPGRADING OF a.Blocking S m V SMOKE DETECTORS FOR THE ENTIRE Bld,king Shall be solid blocking 2x minimum.and full depth of.¢mber. a Z b.Stud Wails:provide blocking at b'-O"o/c,maximum height.GOrner5 to be blocked at 45'o/<with plywood edge nailing to this blocking for the first RE DWELLING WHEN 45' fLh-e building cbrner5. lit o Q ONE OR MORE SLEEPING AREAS ARE ADDED Go.Nainmking to e — OR CREATED. Sol Blocking to Bearing 2-ed toenails ea.Sid¢ t{t Blocking Between Studs 2-IOd toenails ea.end,or 2-1 bd end-nails ea.End Y, NOTE. A SEPARATE P d.New Framing:Provide 2x blocking for 2 joist/rafter bays and spaced 48-o/c in joist and rafter plane at all edges:attach plywood edges to this O PERMIT IS REQUIRED FOR THE blocking O14 b.Nailina Schedule: INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL y All nailing shall be in accordance with Appendix 1 20.0,unless noted herein speciFi<ally. Multiple Studs 1 bd®1 2-staggered PERMIT DOES NOT SATISFY THISa.All n-borc where; be,Oml5 te,,to split pli REQUIREMENT. b.5ueade's where;nailstende Splitwddd. e {, 9.Header51e55 than 4'-0-,use 2-2 xb;all others per MA State Building Code Table 5502.5(1)and(2).cxc LU Z�i B" I I•-I I/2" � 1 1'-�i I/B" 4"" ST a cured concrete rw -___________________ ' P�crs set 1 on 90"x'90"x 1'Poured concrete foc+inq him P1Cno I wPebu from fofinq ' t-ri-m ----- ---------�- WoIA Holdw A�Udo!nPsr bs- wr^Ped G I PPnr pas "+Q I L_1 r- 1 r- -, to be,.rinq below I wraped w/PVC+rIm � r,"! I 1 I I I 1 Ye benrinq below Z^ i J I 1 I I I / 1 O _ Z m ® � � I � J K mJ 3 U v I # I�u Q Q � o i - 1 1 x 1 x 1 B"Poured Lenere+e Piers sat _ Q Q \ on�0"x�O"x 1'Poured Len,re+e footing I N x w/Z-•4 rcbar from footing+o Pier I � N v} m and hi.r-"ohm Ar-U66o Pos+base. New suPPnrr Pests v'I ®a V J Of r__ , r- , Yo Bents^q bzlc _.......... ram• O x "� s+eel su +beam nbrvz PPnr Pests Pcr +c be„rinq Uzlcw Y 2 2'-9 9/B" Go f/d• \ '�emnve exitirinq bedrncm wall I vOv�u c, U 3 FIR-h'r FLOOD PLAN Q r A A FOUNr;7Ar10N PLAN o hL.ale: 1/4" I•-O" aft; the Mrern..r,nn,.l f=eseenr,.l code s o0 9 e.i�+�nq�,eu-. H OF MqS U v o 5 I.00 am edirn n. -y this Plwn call-,AaslgneA Vn wocnr Ann,,wlrp �O MICHELE of rhz mrarn..rien<11=cs{dznH.,l Gcdc z oo a CUDILO Edinno and the STRUCTURAL -4 DRAWING TYPE: s I.00 erh edtr;on. C-1 No 34774 Foundai'aon Plan Firs4-Fluor Plan All hesuremen+s k rJi�nensicns<re rn p ^� (� be site a rived by Gener..l Gnnrr..,ter �F �I.STEP ,.r rime�f ann�rrd,r:n" �sS/ONAL G\ SHEET NUMBER: LI 7l Z �. W oV �aSu�.o�moo m c z a aem oua `\ 1 I/9"�erswLwm I.9 I BOO ' Cxlatinq frwminq+c rcmwin � - •. �i nm H 1 - t_ _ -i _ _ i _ _ _ _ _ _ _ ___-I"I IG'-1-�/4 `i'-IU 1/4' y'-� /q• 19'-6 1/4" d O - 1/2'Plywcad�¢infordinq ' I II } i 7/9"x 1 1 �/B"./er�nLwmo' II b b b b b b Al of d Ir__-�1 h pson HU�i 41 9 ,.•:� 1 7/9•:::�.�20"�¢renLnm'c r �w V w y¢� .\\ � �,` ^` I I I I hnnq¢r_e 1 ta"r.c. Q c Q c Q o ,,VVVQQ 11, S VI II II II - v LY L Q IL--JI II A Ij x 11 II 11 I -i O 11 II II I I IL__J� ____ ____ - _ J �i�j�hEGONO FLOOD FAME I _fi J I � U deal¢: 1/9"= I'-O'• � E q dream I I� W O O Q I I I I An xJ CLL ..•._.__ ._.._._._,..._ _I II i _ 1 II r Iu I II o ry 1 j1 z --- ----— --------- ----- ---r-- .,,.a ------------- I1II---- --- . II III O l(1 Z. \ m \ � I I I I ��hEGONrJ FLOOD PLAN ? s ue:° 3 0 - 11 II m W s O - l I rof P�elew E'-ecf f7¢Iew I I ` hcole: 1/9" I'-O'• C1r1 J K N V 3 ry I 2 xra Lwdd¢r rafter«e 1 G."n.c. I I I I # '� F f I ILL I I 1 J �.- Ex�s+'nq Frnminq 1 2 x 1 0^:-nf Yer-.c• 1 I - I I I .. -, ........ 14—walls O W u c v O. Q E n 1p IL______________ _________ ______________________ __ _________ ___ JI This plwn was des'�gned'm neenrdnnee wl+h L , ^ I L______________ ___________-_____-_-_O�__ _________ ____J +h¢Internnrlen.l(=esld¢nriwl Ged¢2009 � v 1 W V v Q __________ Ed'.+yen wad+he rin�-�nthu5ett-.7 BO Gry� IL II I I I -n x I v- I 4. W'indow prct¢e+'�cn tr ccnfcrm w'�Yh W �m I I - All ryesurements{rJ'�mensv+ns wr¢Yr, axis tinq Frn Inq_ _ _ _ __ � II � {I � 1 I a ¢N on..try G¢nerwl.'ion+rw�tor H �I I 1 nt time cf c ur tion I I I 2 x!n Ladder rnf+ers e l!n"r.c. 3 d � -t c � II I "oo� I I �•mp..on H 2.ni hurr -� 1 G'c.c. I I 6 �•_�• v o v o'3 _ \ II 1 0 _ 2 0'-0" 173 n- �- I - f E rls+'�nq Frn inq Exi '�nq Frn '�nq i -'"w o o Q.E z p d \ tH OF Mgss4 o? MICHELE �Gm �� CUDILO �i DRAWING TYPE: J � l GOOF FAME PLAN o STRUCTURAL ti �jer;ond Flor Frame Plan �Jhc L: I/9" NO 34774 heaond Floor Plan �Q (VQ woof Frame Plan wO9��FG/STEP 4, �SS10NAL�G� SHEET NUMBER: 4 4 .7 r "� C3Ja = ca io Zi w o oa vEUm oo`at-2n � a z o eras@o°apt Q a u J e is 0 ', Gnn+inaous ridge�enr � -�- 0 . Agphalh shingles ho ma}ch<typ.l 2 x 4 Gollar ties e I 1 Z•Fal+paper(typ.) 1/2"6r2x plywood shcarhiaq(ryp.) �- 0 V r 2 x 1 0 oaf}-e l!.o"1— I .. Ice and wa}er sl,ictd(ryp Proper vents e 1!o"o.c. O � L +[y 2••R-Igid foam insulation e I G"o.c. 1 2"F.G.In solo Yion %B pson H 2.Z hurricane ties e 1 A_!o"o.c. �^ him H Z.Z hurricane tics e 1!o" �. \•pson a.G. 2 xB Geilmq Joys Ys e 1!o"o Aluminum gutters to drywclls I x_PVG L Q Gon+inuous soffit men}(Yyp.) 2/2 xB Headers(ryp.) ��T '�• X V C Whi+e radar shingles a Z"t w.(+yp.l O r Ty,ekrnhousewrap(typ.l 2 xB Ledger and l impsonm R-�connect+ors e 1 Z 1/2"APA rated"fall-helgh+"sh—thing(+yp.) 2 x 4 Gollar Yias e 1 tea"a.c. O w 2 xe,Wnll stud e 1!o"o.c.(typ.) Q o v o 1/2"plywood h'-cinforcinq %/4"APA rayed Y.I q.subFlccr n- —I �i I/2"HO.Insula tian �2 1 (+yp.l north sides far B'-O" FSGI l 0s 2.0 Jois Ys c. I tab ., n '1-1 %/4"x 20"VersaLami m �iimpsonm H 1 1 L tie e 1!o"e.c. B"H.O. solo Yion F'%O ,�rram� J Z I/2"x 1 1 7/B"VersaLamm ,l: pimp-.enm NUrm 4 1 9 e 1!o"o.c. m� j Existing Fra mina Yo remain O Z o N w �iimpsonm p�G�post cap 6-) p m% m f to x v Glulamm p.T,pasts LU OJ J x a �iimpsanm HOZA t4A.1, n . �iimpsanm AP�Ulolo post base Existing framing+o re ma''n maxis tinq fr.+minq+o remam _ 1 x 1 x 4=O'Poured c onere Ye p'ar--.a t m _ an%O"x%O"x I'pourad cowre}e fcoY ng .. / Yw-� i� �0 i u o t u 2-^9 debar.faoYinq Ya pier •--_� a n c r c `' t3uILr�ING�eGTIoN„�., s o a o Q J a S�� 2 �r T N `x d i A900 Gale: 1 /2" I '-O" ,�HOFMgSsgcy ��a dog:i MICHELE Gm CUDILO A O STRUCTURAL ZA DRAWING TYPE: U N0 3477Q "A" A9�FFSSIONA SHEET NUMBER: L�1eo A400 �' `-2- • °7 a �:� oa=o�3�go� uEy - e s MEN-' ro i za e � d - <'3�°po O W O ® y fffl l iLl y V O IL o I i I I I II i 1 I I I Z k-- --------- ----------------------------------------------------------------ti L-------- T-----ti d rA--�NOP-TH ELEVATION ELEVATION OV ZIS 00 W �N J _ - 7 Q Z W Jm nID a - �m 0 -_oou 03 - - p' -9 pap F r0¢ c A c- b`m I I I I I 1 I I 1 I I 1 L----------------------------- ---------_____J L--------_-_____J__--______________-___________-____________-_-_ --------------J DRAWING TYPE: Elevakions �1 wE�T ELEVATIOµ �1 hoUTH ELEVATION SHEET NUMBER: A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide See Trus Joist Framer's Pocket Guide for Product Trademark Information 4 51 6"0 __ I I C TJ Xpert. 10 0 i 22, , O GEM Rmi 1 A2 e H1 1 o Al ————— — — M1 — — m 16" B1 1 1 I 0 e a Hl � HS ro LEVEL NOTES - File Name: CONRAD-RUSCITTO.JOB ® _ _Level Name: 1ST FLOOR - Plotted: 12/4/2007 10•16 Design Statue: 1ST FLOOR....12/4/2007 10:03 2ND FLOOR....12/4/2007 09:58 ROOF.........12/d/2007 09,56 ....__ NOTE; Level design times indicated above provide- assurance for proper level stacking. Design Methodology: ASD , - - - Floor Area Loading Is: 40psf Live Load and 12 psf Dead Load Maximum Joist Deflection: L/480 Live Load L/240 Total Load • TJ-Pro Rating Information: . _ Weighted Average: 65 Lowest Rating: 65 Highest Rating: 65 Glued a Nailed Decking is Required � ` -• '— Direct Applied Ceiling of 1/2" Gypsum is Required ' _ 1 X 4 Strapping is Required Floor Decking: 23/32" Panels (24" Span Rating) Normal 0 C Spacing c 16"* *Unless noted otherwise Layout Scale: 1/4" = V HANGER LIST - Simpson Strong-Tie Company, Inc.® JOIST AND BEAM LIST - SYMBOL LEGEND Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes Plot ID Length Product Plies Qty CREATED BY O Point Load H1 18 IUT3510 8-N10 2-N10 Al 10, 9 1/2" TJI 230 joist 1 5 JOB'COMMENTS _ Line Load A2 6' 9 1/2" TJI 230 joist 1 11 Mid-Cape Home Centers M1 14' 1 3/4" x 9 1/2" 1.9E Microllam LVL 1 1 _ _ PO Box 1418 = Area Load M2 10, 1 3/4" x 9 1/2" 1.9E Microllam LVL 1 1 i JEFF CONRAD 465 ATE 134 - - - - - -� -- - - RUSCITTO- JOB- South Dennis, MA 02660 O Detail Callout Label ACCESSORIES LIST - - .• 73 GEORGE ST 508-398-6071 (See Framer's Pocket Guide) BARNSTABLE MA FAX: 508-398-4559 Plot ID Length Product Plies Qty Rml 18, 1 1/4" x 9 1/2" 1.3E TimberStrand LSL 1 2 Pcl 4' 9 1/2" TJI 230 joist 1 1 Page 1 of 3 Shl 4' x 8' 23/32" Panels (24" Span Rating) 1 5 �^ 9 Rm, Rim Board; Pc, Parallel Closure FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE TJ-Xpert 6.42(#693)C6.42 D6.42 S6.42 P6.42 A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide _ See Trua Joist Framer's Pocket Guide for Product Trademark Information �VXpert. 45' 6" _ ° 22 _ 4rPw. Rml b A2 Hl Al b rl 1 H2 E I ~ LEVEL NOTES ro Pile Name: CONRAD-ADSCITTO.JOH Level Name: 2ND FLOOR al I Plotted: 12/4/2007 10:10 H2 1 M4 I Design Status: H3 1ST FLOOR....12/4/2007 10:03 —————————————————— 2ND FLOOR....12/4/2007 09:58 2 ROOF.........12/4/2007 09:56 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Floor Area Loading Is: y 40psf Live Load and 12 psf Dead Load Maximum Joist Deflection: L/410 Live Load L/240 Total Load TJ-Pro Rating Information: weighted Average: 60 Lowest Rating: 57 Highest Rating: 74 Glued & Nailed Decking is Required Direct Applied Ceiling of 1/2" Gypsum is Required 1 X 4 Strapping is Required Floor Decking: 23/32" Panels (24" Span Rating) Normal O.C. Spacing = 16"• *Unless noted othervias Layout Scale: 1/4" = 1' 9, 14, _— �) SYMBOL LEGEND OPoint Load Line Load HANGER LIST - Simpson Strong-Tie Company, Inc.® JOIST AND BEAM LIST _ CREATED BY — Area Load Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes Plot ID Length Product Plies Qty - O Detail Callout Label Ill 17 IUT3510 8-N10 a-N10 Al 16' 9 1/2" TJI 230 joist 1 11 JOB COMMENTS Mid-Cape Some Centers (See Framer's Pocket Guide) PO Box 1418 H2 2 IUT9 8-N10 2-N10 A2 10' 9 1/2" TJI 230 joist 1 6 JEFF COED 465 ATE 134 Required Bearing Length in inches H3 1 HU7 12-16d 4-N10 Ml 12, 1 3/4" x 9 1/2" 1.9E Microllam LVL 1 1 }: RUSCITTO JOB South Dennis, MA 02660 (Adequate bearing has been provided if M2 10, 1 3/4" x 9 1/2" 1.9E Microllam LVL 1 1 73 G80RGE ST 508-398-6071 bearing length is not indicated.) M3 8' 1 3/4" x 9 1/2" 1.9E Microllam LVL 1 1 ` BARNSTABLE MA FAX: 508-398-4559 ACCESSORIES LIST M4 la' 1 3/4" x 11 7/8" 1.9E Microllam LVL 2 2 4 Plot ID Length Product Plies Qty - �f J Page L of Rml 18' 1 1/4" x 9 1/2" 1.3E TimberStrand LSL 1 a Shl 4' x 8' 23/32" Panels (24" Span Rating) 1 10 Rm, Rim Beard FOR THE TJ-XPERT WARRANTY `r • SEE FRAMER'S POCKET GUIDE ITJ-Xpert 6.42(#693)C6.42 06.42 56.42 P6.42 s - 1 A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide See Trus Joist Framer's Pocket Guide for Product Trademark Information _ " � � • 45' 6" _ TJ•Xpert® .• ro - LEVEL NOTES ., . File Name: CONRAD AUSCITT OH... Level Name: ROOF - t Plotted: 12/4/2007 10:09 Design Status: 1ST FLOOR....12/4/2007 10:03 2ND FLOOR....12/4/2007 09:58 ROOF.........12/4/2007 09:56 NOTE: Level design times indicated above provide assurance for proper level stacking. - . Design Methodology: ASD - -. Roof Area Loading Is:.._.. ODef Live Load (115$LDF) and 0 yef Dead Load Operator added additional loads. Max T Joist Deflection: L/360 Flat Roof - Live Load L/240 Sloped Roof - Live Load L/240 Flat Roof -Total Load L/180 Sloped Roof - Total Load Layout Scale: 1/4" = 1' CREATED BY JOB COMMENTS Mid-Cape Home Centers PO Box 1418 JEFF CONRAD 465 ATE 134 SYMBOL LEGEND RUSCITTO JOB - South Dennis, MA 02660 '- -- „' - 73 GEORGE ST 508-398-6071 — Line Load BARNSTABLE MA FAX: 508-398-4559 4 . . Page 3 of 3 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE TJ-Xpert 6.42(#693)C6.42 D6.42 S6.42 P6.42