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" TO , , , , L Its 0 - " 52491 XT Q,;A��1, � ­ , � ­, - --,,� " :!M "I ,;�; �',,,'"" ', -��,,,, `%7,�,r _ , � _��-�,,i.�,�,';*�,,�`)�, iiv',"'.?:,',�-`�7 t,- ,,-,,,., �0�i��,�,,,�,.,i` �,, -,_-�f',�;,,-,� -F,", -,,,-,,� �,i�,,:,:�,�*"�-,��,,,,,,����""7��,, ,,,,,,,,,-,, -,,"r-. �,.,,�. ,-. ;,,',�".,."!�,'. _,'.��&',�_ ,4,-z,­_, A�,_:4._,,-,, ,,,,�,,��,-�,��,�l,��--,--.-itL"�.n�l�., IN 1000 So 1 ask LOOK TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel bow_ Application # 51, Health Division Date Issued > Conservation Division Application FeEk Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board '¢ Historic - OKH _ Preservation / Hyannis Project Street Address J_V 0 Village i�a j/��t� CIY—I--VY Z Owner /�lopkw L 46Av Address'//o/ LCL/��v4 _5t. MID _� Telephone 3 0 C .Permit Request &NQVH+ RL­PLACE� _+ 35 OE: 226E:� Ski/ate OF l L/Z�7 &W Tfyi¢T Nai MW LLErl_ SIPS Qf� E/a AO. W dT - I� � e y s�.44e1e�7-P/T AS nqn : Square feet: 1 st floor: existing `lS proposed l 75 2nd floor: existing proposed 76 Total new �z� Zoning District RE Flood Plain (, Groundwater Overlay Project Valuation SOOdn Construction Type wo Lot Size -E Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family k Two Family ❑ Multi-Family (# units) _ Age of Existing Structure L 50 Historic House: ❑Yes ❑ No On Old King's Highway:,4Yes ❑ No Basement Type: ❑ Full (,Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Q Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing / new Total Room Count (not including baths): existing new 2— First Floor FIM Count�__5� Heat Type and Fuel: )(Gas ❑ Oil ❑ Electric ❑ Other Central Air: 4Yes ❑ No Fireplaces: Existing New Existing wo oal stoves ❑Qas 'No w cao Detached garage: ❑ existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑ xisting 4 ne\mo size Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: --+ .c r— CO r:s 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 PAULf- �A/6&DY FDAl Telephone Number -Ede 346-:?- S-0 Y O 75 Address 6 C4 -� loa- iy- License # GS 03 2 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1 SIGNATURE(�/ L DATE FOR OFFICIAL USE ONLY APPLICATION# DATE�SSUED j MAP/PARCEL NO. Y ADDRESS VILLAGE ; 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. si From: neuronnorm@aol.com Subject: authorization Date: March 10,2013,5:50 PM To: paulnj@comcast.net Let me know if this works. Norm ti £IOZ•II•£ut;gn,J ueuuoN O£9Z0 �'Y�I`aigulswvg IS ulvW Ol8Z It,laoen oI sp 2aa ui 3lvuaq ano uo tov of uosaapuV Invd soj uolR>;zuoq�n-e su anaas sn p-, :uzaouoo Auw 1!uaognn oZ NORTHSIDE DESIGN ASSOCIATES DP5$OtCTIVE RESIDEMTIAI&MUMMIAt DESIGN 141 UMN VREE T:YARMOUTIPPMr+MA 0297S ISM 362•2210 •1,6460 962.9�p2 FOXAS" �62 6.20 northsideI@comcast.net APPROVED February 22, 2013 FEB 2 7, 2013 Town of Bamstable Old King's Highway Committee Town of Barnstable 200 Main Street Hyannis, MA 02601 Attn: Old King's Highway Regional Historic District Committee Re: 2810 Main Street, Barnstable Map 279/Parcel 002 Gentleman, We would like to make the following minor_modifications to our application which was heard and approved on April 24, 2012. A.3 Add(1)new window(see#1) A.4 Remove (1)window(see#2) Attached are plans of the revised elevations. If you have any questions or require additional information,please do not hesitate to contact me. Thank you for considering our request Yours Truly, NORTHSIDE DESIGN ASSOCIATES Gordon Clark III AWCGrride to Wood COItSfractiou in Hog* lend Areas:110 inph FrrrdZone Massachusetts Checklist for Compliance (no cmiz poi; l.l)` IA t Cat cls=-x 1.i .SCOPE Wind Speed(3-sec .gust)_._.___._--______._____._____:_.... ___..._.._.__..._:_M__.._•----.-_-:-__ �._110 mph Wind Exposure Category Wind Exposure Category................Engineering.Requlred For Entire Project--._-.--.---...._..._.--.-----•---"_-_.0 12 APPLICABILITY 'Number of Modes(a roof which exceeds B in 12 slope shall be'considered a story) stories S 2 stories Roof Pitdn.__...:._.__..:.__...---�_......_____..................._(Fg 2) ._.__.__.__�_.__..__.___:.______ <_12:12 Mean Rocif Height-----------------------_--_..........__. _ ___(Fig 2)....._............-..................... .a7 ft 5'33' Buidiing Width,W _____.__.__..._-_---......._..__._...-...: _(Fig 3).........._.._.._.___.....__ _.�_ 5 av Building Length, L --------- _...____.... (Fig 3).__..._._................._---.--...._..� :ft 80` Building Aspect Ratio(LJM .._...:......._...-......_....._..........(Fig 4) 3:1 Nominal Height of Tallest Opening? ........_........._.-.._..__._(Fig 4).......;_.__.................._....._._..A�s 1-3 FRAMING CONNECTIONS General compliance with framing cinnecoflns._....__._.._---(Table 2).__-_.__.__.._..-................. ............. ... 2.1 FOUNIDATiOFi Foundation Walls meeting req irements of 780 CMR 5404.1 Cona---........---•................•-_--._._......_................•-•-----•--•---•--------••--•-........ ......... - Concr'eta Masonry...._.. -_ ___----...- -------------------------------------- -- 22 HORAGE TO FOUNDATIONt'3 /B4 Anchor Bolts4mbedded or 5/8'Proprietary Mechanical•Anchors as arc alternative in concrete onl Bolt Spacing-general.....................................-:.(Table 4}.._____._____.._.:._....._-. _.__._ in. Bolt Spacing from endfjoint of plate------------��-_-•-(Fig.5):-__.•__._._................ ,�in.5 6' Boll:Embedment-concrete (Fig 5)-----. in.>_7- Bolf Embedment-masonry................ ..........._.........(Fig 5)_.........j.......................__. Plate W2sher........_....---..._._..__ _-_ _ - •(F9 5) --------- _--------......_>3'x 3"x Y' - 3.1 FLOORS Floorframing marnber.spans checked .-_(per 780 CMR Chapter 55 - Ma)dmum Floor Opening'dimension----.------ --_ ---.-_--•(F96)..-___.-;--•------_—------------------- ft:912' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum-Floor Joist-Setbacks 5uppoHrig Loadbearing Waifs or Shearwaif............Fig 7)•......_.... ............................ ft s d Maximum Cantilevered Floor Joists_ Supporting Loadbearin Wall or Shearwall....._._...._ r 8 ....... ......_..._......: .. FfoorBracing at Endwalls_ _. .__...••--.... _--- -..:._.......(F9 9)....:.---------"--_.-" - ---.._ -------- Y_Y___AAiM�P .--_---_-- er 7130 CMR-Cha 55 Floor Sheathing Type . _ (P ptec )_....._.._.._..._._ Floor Sheathing Thickness _ ___:............_.. ...... ........(per 7Btl CMR'Chaptat 55) _- p L - Floor Sheathing Fastaning__.____:.-______.�_._-__ :_—._-_(fable 2) d nails at in edge/'�O infield 4.1 WALLS Wall Height —-----(Fig 10 and Table 5)__.._.-._--,__...._... ft s 10' Non-Loadbearing ----'-_-.(Fig 10 and Table 5).......... <tt 520 Wail Stud Spacing _.-_----__..__.._..�._----_ ____..._.(Fig 10 and Table 5)_.........__.:.6 in. Z4'o.c Wall Story Oftsets __-----_.._________________.(Fgs 7 8:8)____-_--_---,_--------------_-_-•_ft c d • 4.2 E XTER!OR V ALLS' Wood Stids Loadbearing walls:_._. --._-----.------.___-___....(fable )_......_............_.....;�C ftoin.. Non-Laadbearing-walls._ --•---------. .-----.--------------_.(Table 5). _..._......---.-.--- -� - � in- Cable End Wall Bracing Full f_le:isht Endaralf Studs_ _-------•--.________.._..(Fig 10)__ _ __._ _ ... WSP•Attic Floor Length -------------------- - Gypsum Ceiring Length(rf WSP not used)...._._--•_--(Fig 11) o_9W 7 - and 2 x 4 Confinuous Lateral Brace @ 6 fl:o.c._(Fig 11)............................... or 1 x 3 calling timing ships @ 16'spacing min.with 2 x 4 blocking @ 4 fL spacing in end joist or truss baps_•, Qouble Top PtaiL / SpEice Length --_..__...__:._ _ _._____._.__. —(Fg 13 and Table 6)..._......_..._._. _.._.._. it �1 Splice Eonnecfion(no.of 16d common nails).............(Table 6)_..�_______-_-- . --__... —___-.._ ✓. 15kcu 5 IDS:- �4FPC Cuid�fo FYood Canstructiou im High Find Areas: ZIO fttplr �rid Zone Massach-usett Checklist for Compliance(790 CxR5301 Loadbearing Wall Connections J - Lateral(no_of 16d common naiils). ............_.:.._..--{tables? ..._.....__.._..._....._._.____ Az­ Non-L-cadbearing Wall-Connections Lateral(no_of 16d common nails)__.._ ._._.__...�(fabfe 8) - Load Searing Wall•Openings(naiiord largest opening tiut check all openings for compliance to Table 9) Header .—_. _. --•-- — - --- _._..__..(Table 9)�._—�___..__._.. ft -3 in.�11' Shc Plate Spans ' ._..._......:._ .__.___:._—_...._. .(Table 9)_. --__._--•-------------�2 ft-�-in' FLA Height Studs-(no_of surds)____.-____._..._ .. ._:.(Table 9).___-__________-_______.•___.._ _._.... ) pion-•Load Bearing Wall Openings (record largest opening but check ail openings far compftance to T_able 9 ResderSpans......-__.�....._.._..._..._.._._..... .(fable 9)..._...___.__._.____ ro ft 3 in s 12` ✓� Sill Plate Spans----�__._-___..... .�il -3 in.�12` -�- Full Height Studs(no.of studs)...___......... ._ Exterior Wall Sheathing to Resist Up6ft and Shaar SimuttanP!ousfy4- wuvmum$i2rlding Dimension,W i Nominal Height of Tallest Openin 2 -Sfieathin mg Type_w-----_ ------ -�-.- ---..... -F� e Nail Spacing ,__—(Table 10 or note 4 if less)_-__•_.__-___:.-. IrL rn. Feld Nail Spacing.____-_:___.__,______.•-- ( � . Shear Connection(no.of 15d common nails)(Table 10)------- -----______-__ Percent Full-Height Sheathing.------:-(Table 1D).___-____:____________-__-___ __._..,. °� ' ✓� 5%Additional'Sheathing far W311 with Opening>6'.B`(Resign Concepts) 570 Maximum Building Dimension, L - / PA<gig' ✓/ Nominal Height afTa[Iest Opening2__—.-----_ ---------------- ...A--••-.__.—��� Sheathing Type_______—____�__—_______M__--__-(note 4•).__. 0 O7 Edge Nail Spacin _-_{Table 11 or note 4 if less)w..............-_-•- in. Field Bail Spacing.— ---------- 11): _...._—:_�_.._.._.___._ _.._ p.�• in. shear Connection(no.of 16d common nails)(Table 11 FT. Full-Height Sheathing .... able 11)........_-----_-._._____ 5%Additional Sheathing for Wall with'Opening>TB (Design Concepts)---- Wall Cladding Ratedfor Wind Speed7____-_----.____-_..._.__ —-------_---_----_--..._._........._.._.._....—.............__._ m (ZOOFS a Roof framing member spans checked?.-._.________--__-.(For Ravers use AWC S an TDQI,See BBRS WEbsite) Roof Overhang ------------— - _ _-- -- - -- (Figure19).__.........1;7 5 smaller of 2.or U3 Truss or Rafter Connections at Loadbearing Wags Proprietary Connectors = 12)Uplirff-..__..-••:_........._.•. (Table -• ----............_..-......_:_.. U=�Iptf _�_—_.___. able 1 Z __—w__---------_—:._ L--�optf Lateral___.__--__—�__ (T ) ,Shear­-­­­..........•----------_-_(Table 12)--------------=--•---•--•------ ptf_ ��,c Fi idge Strap Connections,Y collar ties not used per pace 21_..(Table 13).______.______�_____ —T= ptf ✓ Gable-Rake Ouftooker.......... _--(Figure 20) _ft s smaller of 2'or L12 1�V Truss or Rafter Connections at Non L.eadbearing-Walls . Proprietary Connectors (Table 14) - Lateral(no.of 16d common nails).-(Table 14)....................................3L' P 7 arg Roof Sheathing Type___.�_.--_--_�______ --_.(per TBo CMR Chapters 56_N in_?Tf16'W5P Roaf Sheathing Thickness___------ __� =- ----- Roof Sheathing Fasten b _:--_ .--.6-= rt �•_ Notes: -1. _-This cheddst shall be met in its entirety, excluding the specific exception noted in 2, b comply with the requirements of 780 CMR.5301-2 1.1 Item 1.If the checklist is met in its entirety then the following metal straps and hold downs arm not IEq uired-per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 ; r` Uprtft Straps per Figure 14 d_ AI15traps per Figure 17 e: Comer Stud Hold Downs per Figure 18a and Figure 13V.. . . E�eptioru Opening heighfs of up to 8 fL shall be'petmitted when 6%is added to the.percent f&height sheathing requirements shown in Tables 10 and 11_ es s re tn�eri f#Z lade. thicl�t -9 ' walls shall be a minimum 2 fn.nominal pressure The tmftorn sill plate in e3denor - - P Compliance Certificate Project Title: Luban Residence Energy Code: 2009 IECC Location: Barnstable, Massachusetts Construction Type: Single Family d Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 2810 Route 6A Northside Design Associates Barnstable,MA 141 Main Street Yarmouth Port,MA 02675 a a Compliance:5.0%Better Than Code Maximum UA:322 Your UA:306 The%Better or Worse Than Code index reflects how dose 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. 4. Ceiling 1:Cathedral Ceiling 620 38.0 0.0 17 Ceiling 2:Flat Ceiling or Scissor Truss 818 38.0 0.0 25 Wall 1:Wood Frame,16"o.c. 2049 19.0 0.0 96 Window 1:Wood Frame:Double Pane with Low-E 269 0.280 75 Door 1:Glass 180 0.280 50 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 913 19.0 0.0 43 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 Version 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Luban Residence Report date:08/13/12 Data filename:J:\client reports\LUBAN W-2 FL ADDIT OVER EXIST.rck Page 1 of 4 Inspection Checklist Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Ceilings: ❑ Ceiling 1:Cathedral Ceiling,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.280 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(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 iambs 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. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. „ ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: 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. Project Title: Luban Residence Report date:08/13/12 Data filename:J:\client reports\LUSAN W-2 FL ADDIT OVER EXIST.rck Page 2 of 4 4 0 (b)Ceiling/attid: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. (1) Comers,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 sunroorn 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. 0 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. 0 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. 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 1 112 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 100 112. (3)Rough-In total leakage test with air handler installed:Less than or equal to 6 ctm 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-fumace,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). 'Circulating Service Hot Water Systems: 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: Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R•3. _.._.__...._ __. . ._ _.._. __..,._ _.._. Project Title:Luban Residence Report date:08113/12 - Data filename:J:\client reports\LUBAN W-2 FL ADDIT OVER EXIST.rck Page 3 Of 4 Swimming Pools: '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 600%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 i (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for tamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Fi 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 failing,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.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:Luban Residence Report date:08/13/12 Data filename:JAclient reports\LUBAN W-2 FL ADDIT OVER EXIST.rck Page 4 of 4 2009 IECC Energy Efficiency Certificate i Ceiling I Roof 38.00 Wall 19.00 Floor/Foundation 19.00 Ductwork(unconditioned spaces): i F W Window 0.28 Door 0.28 NA ", Heating System: Cooling System: Water Heater: Name: Date: Comments: t -7 —t ct Commonwealth of Massachusetts Sheet-Metal Permit Map �`� Parcel ®o 9 f 7 Date: 3 Permit 4—,* 0 . ; � 2, Estimated Job Cost: $ Permit Fee: 4� Plans Submitted: YES 'NO X Plans'Reviewed: YES NO Business License# - Applicant License# (c04(7 Business Information: Property Owner/Job Location Information: Name: M R u 7Te Name: _ �10C rnAA Lupbpn Street: 3 td 1 P i n.e S 1 Street 9810 m A i n s i City/Town: C e n%ec-V'Ae City/Town: 'BA r n s%��P Telephone: §6 8 7 7&_ '7 8 3 a Telephone: Photo I.D. required/Copy of Photo I.D. attached: YES NO Staff Initial J-1/M-1-unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft./2-stories or less Residential: 1-2 family V Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Fire Dept.Approval Institutional— Other Square Footage: under 10,000 sq. ft. over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: • Renovation: HVAC V Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: T/) s Off- FO rCd kdmt A01 (\eµi\nC / (o0ing SYS�rM X-PRESS PIT JUL 10 Z013 . QLE TOWN O NSURANCE COVERAGE: have a current liabili insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 Yes X No ❑ f you have'checked Ye% indicate the type of coverage by checking the appropriate box below: k liability insurance policy 1- Other type of indemnity ❑ Bond ❑ )WNER'S INSURANCE WAIVER: 1 am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Aassachusetts General Laws,and that my signature on this permit application waives this requirement Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent 3y checking this box❑,I hereby certify that all of the details and information 1 have submitted(or entered)regarding this application are true and rccurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be n compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Progress Inspections Date Comments Final Inspection Date Comments Type of License: y [ Master lie ❑ Master-Restricted ityffown ❑Jcumeyperson Signature of Licensee Lrmit# ❑Journeyperson-Restricted License Number. CD 4 17 >e$ C ❑ Check at www.mass.govIdol spector Signature of Permit Approval I �T"E' ,, Town of Barnstable }tF Regulatory Re tor3 Service s saaaxa �, �YA+ea Thomas F. Geiler,Director p Biffld ng Dim"ion Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www-town.barnstable.ma.ns Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Usi_fiLo,A.Builder ' l g' Zq�� ,as Owner of the ro subject l P .Pay hereby authorize- to act on my behati; iu all matters relative to work authorized by this building part it (Address of Job) �*Pool fences and alarms are the responsibility of the applicant. Pools are not-to be filled.before fence is installed and pools are not to be utilized until all final inspections are performed an* d accepted. uofSv Owner tSigaatumte Applicant _ (N,IIiAM Ff Y2 ei-A+P Print Name Print Name 7 6' Date Q:F0RMS:0WNERPERIY0SI0NP00I3 i . . . ..E IME 'own of Barnstable Regulatory Services RAMSTABIX, Thomas F.Geiler,Director NAM i639. .�� Building Division � i Tom Perry,Building Commissioner .. 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Z508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village — "HOMEOWNER": _.... name home phone# work phone# CURRENT MAILING ADDRESS: t city/ state zip code The current exemption for"homeowners" extended to ' clude owner-occupied dwellings of six units or less and to allow homeowners to engage an individ . or hire who does not possess a license,provided that the owner acts as supervisor. - DEF O OF HOMEOWNER Persons)who owns a parcel of land on which he/ a es des or intends to reside,on which there is, or is intended to be, a one or two-family dwelling,attached or detac structures accessory to such use and/or farm structures. A person who constructs more than one home in a o- ar period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Offic' on a omz acceptable to the Building Official,that he/she shall be responsible for all such work erformed under e boil ' ermit (Section 109.1.1) The undersigned"homeowner"assumes re onsibility for co liance with the State Building Code and other applicable codes,bylaws,rules and regal .ons. The undersigned"homeowner"certifies t he/she understands th Town of Barnstable Building Department minimn,n inspection procedures and r ements and that he/she comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dw gs containing 35,000 cubic feet or larger will e required to comply with the State Building Code Section 127 0 Construction Control HOMEOWNER'S EXEMPTION The Code states that "Any homeownerperfomring work for which a building permit is requ' d shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner gages a person(s)for hire to do such work'that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibiliti s of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15).This lack of awareness often res is in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed 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 of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the lastpage of this issue is a form currently used by several towns. You may care t amend and adopt such a form/cerdfication for use in your community. Q:forms:homeexempt Houle Energy Raters LLC BTorrey @EnergyCodeHelp.com Box 989,E.Sandwich,Ma 02537 888-503-2233 Duct Leakage Test Address —2810--M.a n--Street~Bar_nstabl_e;_MAs02630, Date - July 26, 2013 Contractor - Plumb Rite Test Type - Rough In - Total Leakage-Includes Air Handler/Furnace Conditioned floor area =800 Sq Ft (Second Floor) To comply with Section 403.2.2 Of the 2009 IECC Code in this home the Maximum duct leakage CFM < 48 CFM (800/100x6= 48) Duct leakage tested = 37 CFM This Home complies with Section 403.2.2 Of the 2009 IECC Code Test Mode - Pressurization Test Pressure = - 25.0 Pascals Equipment - Series B Minneapolis Duct Blaster Duct Leakage as Percentage of Floor area = 4.63% Contact our office with any questions, Bruce Torrey, Certified HERS Rater Home Energy Raters LLC r Home Energy Raters LLC BTorrey @EnergyCodeHelp.com Box 989,E.Sandwich,Ma 02537 888-503-2233 Duct Leakage Test Address: 2810 Main Street Barnstable, MA 02360 Date: November 26, 2013 Contractor: Plumb Rite Test Type Post Construction Leakage to Outside-Includes Air Handler/Furnace Conditioned floor area =1571 Sq FT. (Area Served/1st Floor) To comply with Section 403.2.2 Of the 2009 IECC Code in this home the Maximum duct leakage CFM < 126 CFM (1571/100 x8 =126) Duct leakage tested =98 CFM This Home complies with Section 403.2.2 Of the 2009 IECC Code Test Mode - Pressurization Test Pressure = - 25.0 Pascals Equipment - Series B Minneapolis Duct Blaster Duct Leakage as Percentage of Floor area = 6.24% Contact our office with any questions, Bruce Torrey, Certified HERS Rater Home Energy Raters LLC z TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map :2 T7. Parcel ldL- Application #_ Health Division Date su-d Z Conservation Division lq�ication Fees Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board �� �2-li Z Historic - OKH Preservation / Hyannis a Project Street Address ;4/b M A fAt S f Village B4RAI-5TABLE V L'LA Owner A10A AA1 + AtAOMI kl AAM Address ylO/ LEl__ANb :! . Telephone 36/ 9-51 ON6 C/4&VY Cif AZ M D, 2697-T Permit Request 1, 7r(n 2- t t R RQJ .n OnrT7 `-SAPf>E 4Sf PR��r7-� �LSd` A,L.T� THE-ortr� � h-S PER P14AIX, 7 c8W'� -r'fi� sra�t� ,/ AN.0 Tquare feet: 1 st floor: existing proposed 2nd floor: existing 0 proposed Total new District �-- Flood Plain C Groundwater Overlay Valuation I?6 _ Construction Type Ll/d2D TPhmC. Lot Size Sjc Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure M0 Historic House: ❑Yes ;d No On Old King's Highway: XYes ❑ No Basement Type: Full Craw ❑Walkout ❑ Other Yp � y.,� �' Basement Finished Area(sq.ft.) 0 Basement Unfinished Area (sq.ft) �� Number of Baths: Full: existing new Half: existing (0 new Number of Bedrooms: .3 existing Onew Total Room Count (not including baths): existing new O First Floor Room Count ==3 Heat Type and Fuel: XGas ❑ Oil ❑ Electric ❑ Other = '' Central Air: Yes ❑ No Fireplaces: Existing New -SAS Existin wood/coal stove:-❑Yes)q No Detached garage: ❑ existing ❑.new size_Pool:Aexisting ❑ new size IJX Barn: ❑ existing ❑:new size_ Attached garage: ❑ existing ❑ new size _Shed:^existing ❑ new size&K&L0ther: -o M y MIT m M� Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑ Yes A No If yes, site plan review # Current Use 5-14"r tw ftL,y�Es�tl�7+t Proposed Use SAIY)=- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name - AAtOZRY Telephone Number S69- 362- 5-0�6 Address G � t�� LfN License # C S 0,3 f,2, '?/ 6z*5" Home Improvement Contractor# M19;.0 Worker's Compensation # WA ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO DATE SIGNATUR FOR OFFICIAL USE ONLY ` Y t e nAPPLICATION# i DATEISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: 4 FOUNDATION FRAME INSULATION y FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Oct 2512 09:59p Norman Luban M.D. 3019510146 P. i J. �6iT cos J�tialg DivimIa 2'0 Z�e�rv,i G* ionw- 2DG tke: 50&462-t38 Fad' 509-790c6Z0 propezty.Cw.er Must COO-plete 2'nd Sig= This Section N �• , as Owner of the he:czry aud,orizeP14!i( .ANC • in sIIms.�rei�t*�� o w*ox .�.o�zr3 ix�'t�is, • - **PDai fences eZd 21&=ns are the i spansiIiUt -cf r ae.xpp.Hcant. boo js are a ot-ro be ?wed before 6=0. is i staad.audpo0Is afee not to be ' used until in zeal iwpeL�i ns are pecformeel amd a:ceptea. /x of f of Appi Id WT2:80 ETW SE 0 9POS c9£ ees '3N Ad-A NoilDnA D -13NNn6l wear t= M1 'J �\_� r"- f PROJEC - NAME: v6vno /z, ADDRESS: Z g -1 o , A l✓1Sl PERMIT# �D(f) ( � PERMIT DATE: IM/P: LARGE ROLLED PLANS ARE IT: BOX' SLOT Data entered in MAPS program on. J B Y: JOB l...s� eaw-�Re5a�� eP°r ty� TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.J. Box 1313 DATE Forestdale, MA 02644 CALCULATED BY Tel./Fax: (508) 790-4686 CHECKED BY DATE .r (,-je 0MA 6 SCALE sJ. .... ... .- . .,. ..fit.: .... . ._.. :. ... �.s.-r3......_.....G_i:.l�j. _ '.... - - .... .. ... ..... ... ... .. ........... ..... Ze9.^ ... ... .. .._. . . ........ ... .. . ........... . ... �r•f-3•L ....... =--fir---- __....._._�...1 t_z. 57 .... .. ..�..�f.......4"�r. ..... G� _.t ... . _ . � _ _ .._ _b _.. ... ... .4- . .. .. 17 - ��s-,� 'Z 1 t�E TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. Box 1313 DATE Forestdale, MA 02644 CALCULATED BY Tel./Fax: (508) 790-4686 CHECKED BY DATE SCALE .... .. �. ���iraA,n.�.......,..�_ a...... ... .. Al.in...... . ...... 140 m CG' ... 7. oia ......_._............. ._ ..... 3..._.... . . / _ ' .�...�............. V - .. S. .... .........P Z. :-. ....,.. CZ, �_... to c- D - _. ---04 .... ... . .. . .. . .. 3.. .. . .. .. .........._ ...a ._......... ... .. .... . ... ..... ... _. .......... l0-7 tBd.. _. P t �-S~. . ... .. -- .._ . C .. .. _. .. 24 m -�' .... __. . L - .. . ..1� _:.. _. .. ,� � REScheck Software Version 4.4.3 Compliance Certificate Project Title: Luban Residence Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 2810 Route 6A Northside Design Associates Barnstable,MA 141 Main Street Yarmouth Port,MA 02675 . . Compliance:5.0%Better Than Code Maximum UA:322 Your UA:306 The%Better or Worse Than Cafe index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate 7t energy use or cost relative to a minimum-code home. Ceiling 1:Cathedral Ceiling 620 38.0 0.0 17 Ceiling 2:Flat Ceiling or Scissor Truss 818 38.0 0.0 25 Wall 1:Wood Frame,16°c.c. 2049 19.0 0.0 96 Window 1:Wood Frame:Double Pane with Low-E 269 0.280 75 Door 1:Glass 180 0.280 50 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 913 19.0 0.0 43 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 Version 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date I Project Title:Luban Residence Report date:08/13/12 Data filename:J:\client reports\LUBAN W-2 FL ADDIT OVER EXIST.rck Page 1 of 4 C ' N( REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Ceilings: ❑ Ceiling 1:Cathedral Ceiling,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16'o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.280 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(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 iambs and framing. p 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. I] Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are Installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ 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. Project Title: Luban Residence Report date:08/13/12 Data filename:JAclient reports\LUBAN W-2 FL ADDIT OVER EXIST.rck Page 2 of 4 r i (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. (a)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. (0 Comers,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: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. 0 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Cl 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: 0 Building framing cavities are not used as supply ducts. 0 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 1818 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). 0 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 100 112 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfrn per 100 ft2. (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-fumace,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. Lj 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: 0 Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. 0 For systems searing multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: 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: 0 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Project Title:Luban Residence Report date:013/13112 Data filename:JAclient reports\LUBAN W-2 FL ADDIT OVER EXIST.rck Page 3 of 4 ' Swimming Pools: bleated 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 6ameter 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: 0 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 failing,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement•c'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.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) V . Project Title:Luban Residence Report date:08/13/12 Data filename:JAcrient reports\LUBAN W-2 FL ADDIT OVER EXIST.rck Page 4 of 4 �^ .,2009 IECC Energy Efficiency Certificate Ceiling/Roof 38.00 Wall 19.00 Floor/Foundation 19.00 Ductwork(unconditioned spaces): R.. Window 0.28 Door 0.28 NA .0 .. MUM Heating System: Cooling System: Water Heater: Name: Date: Comments: r-. 1NC. 6F TAYLOR DESIGN ASSOC., s'iEETNO. �1�_ P.C. Box 1313 CALCULATED BY Forestdale, MA 02644 DATE � x Tet./Fax: (508} 790-4686 CHECKED By — s ---- a➢` o SCALE �I T�$}j eel I ck 1 7 4 `� L-Y/L.- `' 6. sod �5 rim I786, 14, r,(7 i—F ee ` i I _ Tender Italian Baked Chicken allreClpeslcom f Rated: Submitted By: Barb Eisel `ank eriCOrd Photo By:JacolynFK � Cash Rewards Prep Time: 10 Minutes Ready In: 30 Minutes c. dit card • ,y . Cook Time: 20 Minutes Servings:4llore cash back ` for the things you bray most: "This baked chicken recipe is read in just 30 minutes.An easy breadcrumb and ' P Y 1 Y Parmesan coating keeps each chicken breast moist and delicious." everywhere, every time INGREDIENTS: Sara groceries 3/4 cup mayonnaise 3/4 cup Italian seasoned bread crumbs on gas 1/2 cup grated Parmesan cheese 4 skinless, boneless chicken breast 3/4 teaspoon garlic powder halves I DIRECTIONS: 1. Preheat oven to 425 degrees F(220 degrees C). 2. In a bowl, mix the mayonnaise, Parmesan cheese, and garlic powder. Place bread crumbs in a separate bowl. Dip chicken into the mayonnaise mixture,then into the r bread crumbs to coat.Arrange coated chicken on a baking sheet. ..� i 3. Bake 20 minutes in the preheated oven, or until chicken juices run clear and coating 1)14j is golden brown. I I ALL RIGHTS RESERVED©2012 Allrecipes.com Printed from Allrecipes.00m 11/15/2012 I . . t http://allrecipes.com[Recipe-Tools/Pdnt/Recipe.aspx?recipelD=52005&origin=detail&servings=4&metric=false 11/15/12.5:09 PM Page 1 of 2 i; � r ' � r Y l http://alLecipes.com/Recipe-Tools/Print/Recipe.aspx?recipelD=52005&origin=detail&servings=4&metric=false 11/15/12 5:09 PM Page 2 of 2 JOB LQ 16'� a� _ TAYLOR DESIGN ASSOC., INC. SHEET NO. J OF P.O. Box 1313 DATE 7-9 Forestdale, MA 02644 CALCULATED BY '� ee Tel./Fax: (508) 790-4686 CHECKED BY DATE `� 6 O �•�•� �� '6 SCALE ... .. ....... _. .... ..._ . _...._ '...�.,Z.�... .._.. . .... a D. G . .... .. .. __. .. . .. .......... . e(� ... ._... _. _.. . .. is . .. . t4Z'!c ito. C� aX _ ..... t4..9.Z_e Z,...:. ._.-. ..1-. 7......... ®t<- Z ��la_______ j JOB e_t es TAYLOR DESIGN ASSOC., INC. SHEET NO. ; A- OF R.O. Box 1313 DATE ea �-Z- Fores�tdale MA 02644 CALCULATED BY Tel./Fax: (908) 790-4686 CHECKED BY DATE w o R s SCALE ._ . _ ... ... ........... ....................................... ... . ....... .. .......... -'r- "Is, o . . . . ...... . . ........ ... .. . 'Po��r _.. . . . . ......... . . . . Z t 4.x.:l.l. �_ c..✓L c.> _ ............. �c�z> .... ... . ..... ...._ t6 .. .-..1.. �1 .. . . b�wwt. ._... 17...E _ _ .... ._ .. . Cam. _ o.r .... .... ....... -- °� Ze 4, IP L t_ ........ ..... / t...! i7 ,o .4 WC Grride to Wood Construction in High kYind rirerrs:IIO tliplr kl/ind Zone Massachusetts Check i�t f6r Compliance (78o a-f 1.i .SCOPE i3,gRrv�-rq��� v1.LlJ°1 Compliance. Wind Speed .:........... .......-............_.........--• ---..._:_....................................: 110 mp Wind Exposure Category_...-.__._.._--._-- h Wind Exposure Category................Engineering Required For Entire Project.-- 12 APPLICABILITY """' C —'Number f- afStories(a roof which exceeds B In 12 slope shall be•considered a story)— stories <2 stories RoofFitch_. _...—---_-------------------_--_----------_-_-. s 121 s .............. (Fig 2) -----..-..--:...---...._..._._:.------... Mean Roof Height'..............._..........----•........_.--•--- (Fig 2)................................ ft _<'33' BuildingWidth,W...........--.................................. (Fig 3)_--__•--•••---•--....._............... .._.3 —ft 5 8fl' Building Length, L _ Building Aspect Ratio(L/W) _....__...__....._._..._.. (Fg 3) .......... .........................53� s 80' _... (Fig 4)-------------•--- p_`3:1 Nominal Height of Tallest DpeningZ _- .. . -_.__ ..._....-........(Fig 4):..._...--•----_-• � ' - ....._. ..� -s BIB 12 FRAMING CONNECTIONS General compliance with framing'connections__---------- (Table 2) - •-........................................-.._.._, 2.1 FOUNDATION Founr�dation Walls meeting requirements of 78D CMR 54D4.1 CtG_.......................... .......... .......................... . .... Y ................. .. ....... Concrete Masonry...._.. __ .._..__..... - - .._.. .........................•-•- 2-2 HORAGE TQFOUNGAT1DNt'a /8' chor Bolts=imbedded or 5/8'Proprietary Mechaniail-Anchors as an alternative in concrete onl Bolt 5pactng from end. .................................- ._._:.(Table 4}.._........-•----.......----...---- ---- in. Bolt Spacing-general 'joint of plate F r• Bolt Embedment-concrete.........._..__..._....._.--------...(Fig _.--=•----- 2 ` 5)..- - _ ' Bolt Embedment-masonry......................... . (Fig N (Fig ) ;.----.:........................ ... in._t S. Plate Washer. ................................... - >3"x 3'x'/7 sC 3.1 FLOORS Floorframing member spans checked :.............. (per 780 CMR Chapter 55) ........ - Mwdmum Floor Opening Dimension.....-....................... g 6 — Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..* M�mum Floor Joist.Setbacks ..................................... Supporting Loadbearing Walfs or Shearwall._._....__'...(Fig 7)......: r.... - - - - <d Maximum Cantilevered Floor Joists -- ' Supporting Loadbearing Walls'or Shearwall................(Fig 8)-----------------.-•-_, FloorBracing at Endwalis_: ._.�.......:. ........ _ -•••••----•--•---•_. ...-•-•(Fig 9)--.._.._...----•- _-• _.. ft <d Floor 5heafhing Type ___t�f...._AQY.c9. � �.••-__-- • (Per 760 CMR Chapter 55 Floor Sheathing Thickness .. ..._...----•---------•----------- -._.. p. )...... _ - _.::....(per 780 CMR Chapier 55) Floor Sheathing Fastening_............... able 2 d nails at in. . . in edge!_,[O m field 4.1 WALLS' Wall Height Loadbearing walls._:.._.._.:_...,._._...._::--•--- (Fig 10 and Table 5) Non-Loadbearing wails..--:-•---..:._.._._.. ft 510 ..:.._._.._:.____....(Fig 10 and Table 5) - . .......... .... ft s20' Wall Stud Spacing ...._-.................•-•-----•---•------•-- (Fig 10 and Table 5)................... fn 15;24'o.c. Wall Story Offsets- ................._.....-.:---_.-• :..(Figs 7&8) -ft sd 42 EXTERIOR.WALLS' Wood Studs Loadbearing walls: ............_..........--------- (Table 5)._...:..........................2x Non�,Loadbeadng•walls � . Table 5)............ fftt Q iinn.. Gable End Wall Bracing ............. _ Full Height Endwail Studs.....:..................__•.....:_...... F 10 WSP•Atiic Floor Length ._-.__ W(Fig i 1)----:------------------ •--------- ft�W/3. Gypsum Ceiling.Length(if WSP not used NJ� • ai}d 2 )....:............:(Fig i 1)..._.:.._._ _.,_..:__........:.�ft>_0.9W • ..._... Tom_ x 4 Continuous Lateral Brace @ 6 ft o.c... (Fig 11)................. or t x 3 calling furring strips.@ 16'spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays_Double Top.Plate Splice Length _ :._---.•---._._:...--.-_.--.--_�(Fig 13 and Table 6) Splice C (onnection no. of 1 Sd common nails ) .._...(Table 6).. ft .. .... =--••-•-•............. ATVC Guide to FYood Construction in High Find dreas: 110 utph ff'i:,rd Zorte Massachusetts Checklist for COmgliance (790 C11R5301.7-1.1}! Loadbearing Wall Connections `- Lateral(no.of 16d common nails).._.............__.._:.._..._(Tables _.......__...._........................_......_.. �, Non-Laadbearing Wall Connections Latest(no-of 16d common nails). ._[fable B). ...._.-•..............••- Load Bearing Wall-Openings(record largest opening but check all openings for conip(fance to Table 9) Header Spans .-..---......-.............-- ..._...-..........(Table 9)..._..:..._..:............_.... ( -3 11' ✓ Sill Plate Spans ' ..------•---•--.-----------•---------.._._........,.(cable 9).... .:.::..:........:........... - ' Full Height Studs no.of studs .... (Table 9)...................:......_........-•_:...._...... Non-Load Bearing Wall Openings (record largest opening blot check all openings for compliance to Table 9) Header Spans.............................: .. . ....(Table 9)............._.-......_.-_.... ft .3 in-5 12' ✓ ft 3 in.512` �. Sill Plate Spans.....•...............•..- •----------- ---------------.(Table 9)..--- - --- - = -.._. — Full Height Studs(no.•ofstuds)......_....•.--.----•-..__-.-_-.._(Fable 9).. ...........................:.........._....� Exterior Wall Sheathing to Resist Upr►ft and Shear Simultaneousfy4 E. Minimum Building Dimension,W t <6`B` Nominal Height of Tallest OpeningZ ......................._-...... ...p.._..__ ..._..._ ._._.._._ �xvJooz SheathingType................._..................._.....(note 4)--.__...----x....-•- -•---•---•-•-•---_..... - -Edge Nail Spacing._.....................................(Table 10 or note 4 if less)------------------- in. Feld Nail Spacing ...(fable 10) 1 Z in. • Shear Connection (no.of 16d common nails)(Table D)......._..................................__... .____. Percent Full-Height Sheathing..._...:__......_...(Table 1 b)......................................... % 5%Additional Sheathing for Wall with Opening>6'.B`(Design Concepts).--....._...5X Maximum Building Dimension, L Nominal Height of Tallest Opening2..._...................:....... .. A...... ..... :....... BY Sheathing Type=----------•-•-----..-_----. (note 4)..........�- .-----plYlri007...._ Edge Nail Spacing........................._....._........(Table 11 or note 4 if less)---.------..-..--.... Feld Nail Spacing.._..............._...._.I............(Table 11)--- -..,.__--..-:.------ ........� Shear Connecfion(no, of 15d common nails)(Table 11).....................:.._..:_____-:___.:._ -� Percent FulkHelght Sheathing........--_._--....(Table 11)...........-----------......._.........._.:.__._�°� 5%Additional Sheathing for Wall with'Opening>6'8`(Design Concepts).................... WA Wal_1 Cladding Ratedfor Wind Speed?---..---•----•----------------•---•-------•----••-------•---- : -- -.._...--- -- - - - 5.1 ROOFS- •/ Roof framing member spans checked?...................._..(For Rafters use AWC S an Tool,see B.BRS Website) ..(Figure 19 • Sff_<smaller of 2'or Lf3 Roof Overhang ...................••.........- .._....�..... }:_..:._.._.. . Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors qq / Uplift...........:_....................-----------(Table l2)..... -........_..__..U=21a 1pff V —� Lateral (Table 12)•-----------•--------•-------- -L=�oplf V •.....•........_..•-•............... Shear._...._... - - :... -- - .._..(Table 12)...........-- ..._.. -_•.S= PIf_ Ridge Strap Connections,if collar Pies not used per page 21... (Table 13)..............................T=2 pff . Gable_Rake Oudooker..................::.:....:..:---.._.._._.(Figure 20) ............. ft_<smaller of 2'or L/2 . /V Truss or Rafter Connections.at Non-Loadbearing Walls . Proprietary Connectors Uplift-................................ _..(Table 14)....--.----_--.-•---------------------U= ib. - Lateral(no.of 16d common nails)...(Table 14).......................:............: L= . lb. Roof Sheathing Type ---.....................................--..(Per 780.CMR Chapters 5B arg 59) ��l�i Roof Sheathing Thickness .................. in >_Tf16`lRrSP Roof Sheathing Fastening----_...........: ---lvGK.._..(Table 2) ...... Notes: . J -1. _ This checklisf shall be met in its entirety, excluding the specifio exception noted in 2, to comply with the requirements of 7B0 CMR.5301.2.1.1 Item 1. If the checklist is met in its entirety than the following metal straps and hold downs are.not requrred per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 ' c- Uplift Straps per Figure 14 d_• All Straps per Figure 17 e. Comer Stud Hold Downs per.Figure I Sa and Figure 18b E=epfiorr Opening heights of up to B ft shall be permitted when 5%is added to the.percent full-helght sheathing requirements shown in Tables 10 and 11. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-gl6de. l r�qE�Assessor's map and lot number .... ......... ./.. /...�.�:®. CF THE TO flX--,:)8 C Sewage Permit number .......................................................... SEPTIC SYSTEM MUST BE � INSTALLED IN CC)M LIANICl s BAaasT4DLE, House number 5!" ..�.� y 1639 WITH TITLE t6'9'a��� ` � " 0 MPY DE A11D TOWN ,O F BAR - Ili � MCh1S BUILDING INSPECTOR APPLICATION FOR PERMIT TO ..:......... .Z. ............ �M/?'I`'!���....... 04:r,,,, 4 TYPE OF CONSTRUCTION ....:.........................4-?7/.!✓ .............................................................................. ...............6...........19 TO``THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: �.. Location ......o�. tfl..................M.w�1! ...................... 4 �`1-........................ ... ...�� . Proposed Use .... ..........�„`� .1.► > .J.1 .......... Zoning District ............. .. .V. ..................................................Fire District .............................................................................. Name of Owner .ter ►. "`.I:......... ..Address ...ga.!P..........I�� '•�.....�..t..... A�l� Name of Builder ......J�+ i.?.Il (.. ......0 .....Address ...1 .... 1.��.! 1L.. J .I. ►a1�� Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ..................................................................Foundation .............................................................................. Exterior ....................................................................................Roofing .................................................................................... iFloors ......................................................................................Interior .................................................................................... Heating .< ...........Plumbing Fireplace ..................................................................................Approximate. Cost ... ....I.ca?I �a Definitive Plan Approved by Planning Board -------------------_-----------19________. Area .......................................... Diagram of Lot and Building with Dimensions Fee 1.ZZ r.11 SUBJECT TO APPROVAL OF BOARD OF HEALTH i OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regardin the above construction. NameenSupervisor's ......`4.4.......... ............. ..... Constr License ....00 r ,'BARNES, SWIFT -*-401 ...2.7U.Q. Permit for ...Build Swimming Pool ......................... S"*Acrle Fami welling.............. . .........:�...............:........ ................ Locatio'n ...2A10 Main Street ........... Barnstable ..................... ................... .................................... Owner' .......Swift...B.ar.nes............................. Type of Construction ....EKAMQ......................... .......................................................I.................. Plot ............................. Lot ................................ Permit Granted May 10,................................:......19 85 Date-of Inspection ....................................19 Date Completed ................ 1 9 'MAME SwIF 1 BANES/ - � � r � `fir( �J - Y j ADDRESS ZSrIO MAIN ST' B�RNSTAbL,E , ` QQQ o - ti- . v b RE,a NOM6.IMPROVEMENt . }At SGRINK,E CO a�sgaa� • t,n •• " • BAR TABLE ROAC �!Y TiU-S, MAST!�+I • 40 • . • it t.. ol i w ♦ 1, Rb!` ti I •e Assessor's map and lot number .. . ........ ................ yO*THE TO Sewage Permit number ... 02..�.�v2- SEPTIC SYSTEM MUST aE r,�Q� o� ..................... " STALLED IaLED IN �t�I!lIPLIANCE i vAim'TATim i v-c 4/V�T� 039, a FS'liuse number ........................................................................ TITLE 5 'o ENVIRONMENTAL CODE AND oOy TOWN OF BAR q3%1ENS BUILDING 'S INSPECTOR APPLICATION FOR PERMIT TO ...... El� .�� ......................:........... :..................................................... - TYPE OF CONSTRUCTION ,��(��( � ` ........�.`:.............19. � E TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for as permit according to the following information: Location .......... /Z.....-...12.. ........�t .. .. ..... 5...`9 ........'.. js :........... Proposed Use ........� T.'y. ...................... Zoning District ......ff::�.`..�............ :.................Fire District .....��i�/�iYsT1. ,f&Z ................................. Name of Owner ...`��!ZG'L-,!Y.<.��?oSG' ... L}c r..Address .../.::. .: �? ...S.:S.........�'� Name of Builder' .. GL�3/z� l �h` s'T G� 1��� ..................�'�................................Address ....�............................................................................. Nameof Architect ..................................................................Address ................:................................................................... hNumber of Rooms ............7..................................................Foundation .............................................................................. Exterior ........ GY2.....-5/ s�i(,CG�J...................... SIG. .................................................. Roofing _ I Floors ..................................................................Interior .................................................................................... ..........C7/t!C— Heating l{� f /7?�/� GrC................................Plumbing ........... ..................................... .................................................................................. Fireplace ..................................................................................Approximate Cost ZdO Definitive Plan Approved by Planning Board -----------—__—__—_____ v �� � �' - 19 ----. Area ..................... ................. DCO Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH ��l I P+ OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name / G:......................... G G.......................... GREEN HOUSE REALTY TRUST No ..2.4.0. ... Permit, for REMODEL .................................... Single Family Dwelling ............................................................................... Location ..Cor/Route 6A/Harris Meadow Ln. ............................................................. Barnstable ............................................................................... Owner ......Gre.en...Ho.u.s.e....Re.a.l.ty...Trust. . ....... ..... .... .. . .. .... .. . ..... .. .... .. Type'of Construction .....Frame............ .......................... ............................................................. Plot ............................ Lot.............."... ........... Permit Granted .. May 11, 82......................................19 of In Date spection,.> 3!.2..................19 Date Completed ..............9'nA7::92..I9 TOWN OF BARNSTABLE Design By: NORTHSIDE 2013 1,11 AR, 13 M DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET YARMOUTHPORT'MA 02675 DIVISID-N (508)362-2210 (508)362-9802 Engineering By: FM Taylor Design Associates N I --- ® P.O. Box 1313 Forestdale, Ma. 02644 (508) 790-4686 NI -� Site Engineering By: Down Cape Engineering, Inc. i=RONT ELEVATION 939 Main Street Yarmouthport, Ma. 02675 (508) 362-4541 List Of Drawings Cover Sheet Sheet A.0 Foundation Plan Sheet A.1 First Floor Plan Sheet A.2 Second Floor Plan Sheet A.3 Elevations Sheet AA Elevations Custom Residence for. Sheet A.5 Building Sections Sheet A.6 Building Details Sheet A.7 Framing Tie Down Details Norman & Naomi Luban and Anita Weinblatt Sheet S.Sheet S.1 First Floor Framing 1 Second Floor Framing Sheet S.2 Roof Framing 2810 Main Street, Route 6A Sheet E.1 Electrical Plans Sheet 1.1 Interior Elevations Barnstable, Ma. Sheet EX.1 Existing Floor Plans Sheet EX.2 Existing Elevations Sheet EX.3 Existing Elevations R l rn i o y a TYPICAL NOTES: 2� El C B A MWENCPRARM�IN4 191 LOM�PLDE�TE AND PRIPERFORM R TORENCLLOOSUIREE BY NTERIOR 1 I A.5 A.5 A.5 WALL PLASTER BOARD/PINIBH. Z II CONTRACTOR SHALL SCHEDULE AND PROTECT FORM WEATHER ALL I I IXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION II ND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AB HAY BE I I ECESSARY TO INSURE SUCH PROTECTION. I I 7�-4" 7'-4° 7�-4° 5'-b" 7�-3° 7'-3° 7'-6° B' N p I I CONTRACTOR SHALL SITE INSPECT ALL ESTING V6.PROPOSED Q I CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DE814NER p m FK I OF ANY DEBCREPANCIEB AND/OR CHANGES THAT MAY BE ENfOUNT.R..1 4 I CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ p5 QQ p••t SHORING ETCTO MAINTAIN/PROTECT IXIeTING HOUSE AND STRUCTURAL iCH I INTEGRITY CoF DOSTING HOUSE. gy GQ CONTRACTOR SHALL BITE INSPECT/VERIPY ALL IXISTING VS,PROPDSED �z gqzQi iF ` CONDITIONS PRIORI, AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS aawcoY4- z rc AS NECESSARY TO INSURE COMPLIANCE WITH DESIGN PARAMETERS AS oe ag= --- -= a WORK FROGREBBEB. w V!S g o I I 22 FLUSH2 P.T.HDR FLUSH ,7oz, ————- _ ___•_"-� 2-2x12 P.T.HD1fE - --^———'.^� = o m Eli �/ ���-_mn em vm vx rµ/ \ / �rI w yl�w O K Z I I J I Xi` 71 b"x6 P.T.POST I It a ¢rc>WT� gmm PROVIDE 10' AM.SON.- ICAL I U RHEUM I I $I 9I TUBE W/BIGFO.T FOOTING(BP2B) II pLUe.JV,i m II FOR COLUMN SUPPORT ABOVE ' I I 91I TYPICAL 11 2-2x12 P.T.MDR BASEMENT NOTES: II IL _ I.MAIN FOUNDATION WALLS TO BE O°POURED CONC.W/20t5 BARS TOP w I 1 I 2R2x12 P.T.HDR 14 c R IDIDE SM pOER�I�VDAS CONTENLs S82 STRIP BTRi eoqFOOTING. DED 9-6 Ha'A°80VE TOP M FOOTING.PROVIDE 6%�B L4NCF�OR T. [- 1 I� BOLTS O 56 O.C.MAX,MIN 7°EMBEDMENT w/9 x9 xl/4 PLATE WASHER Z� �� 5 . 2.ALL STRUCTURAL STEEL COLUMNS TO BE 8 1/2°CONCRETE FILLED LOLLY Q R ttili[ COLUMNS TO EXTEND TO FOOTING BELOW.PROVIDE 6"x6".6/e'CAP PLATE F-i--a QDROPPED DROPPED t 7°x12"zS/4"BABE PLATE W/2 r3i DIA,BOLTS.WELD ALL CONNECTIONS U�C/D t 2-2x12 P.T.HDR / 2_2x12 P.T_HDIR / / FOOTINGS TOME 56ox5box12l SQUARE CONCRETE W/B NB.SARS EACH WAY. Q W CnBf l l T T 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS,4,CONCRETE BLAB TO BE A' POURED CONIC.ON COMPACTED PILL.__�I___ ____ I CUT JOINTS ALONG WALLS AND BE4M COLUMN LINES.r —1 r——-I 1——11 F 6^x6"P.T. POSTICAL 5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION ASzjA.7F REQUIRED BY CODE(WINDOWS OR MECHANICAL)i / ------------------- ---------� -� '6`-� 4'-O' MINIIMUM COVER. ENSURE THAT ALL FOUNDATION WALLS MAINTAIN F-__ _ n I I L-1III—J -----r—O'------ _ .. �I I III Lm V 7.PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYP. o I III 1 ---- - --_--_-- - --_-- _-- - _--_-- --------_--_--� I I S.BEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. 11 I .I III STL/2"CONC.FIL.LED LOLLY COLUMN n r� BM III IO°THICK x 7'-10° BM II \� I� q.CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING II I r I\ I/ �l I I PK /LEDGE 3 B'-q/e" Pi I INCORRECT OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION III %°x96"z12'DP. -•IDy THICry x 4'-IO"tt III VERIFY w/FLR JOISTS II OF T1 I DE'S14NER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. II I CONIC_FOOTING, TYP. I CONTINUOUS 20"x16° I CONCRETE WALL ON r —, P 11�/p" VL 10. INTENT OF DESIGN IS TO ALIGN NEW FIRST FLOOR SPACES W/EXISTING 1J$ a3ns III C�p}NCRETE FOOTI `? III CONTINUOUS 20°x10° f II m tr fo I FIRST FLOOR. CONTRACTOR ErLT ADJUST TOP OF FOUNDATION WALL AS I I) I r III I "' I III CONCRETE FOOTING I — Iir 11\ q NECESSARY TO ENSURE DESIGN INTENT. B S ��OW I ERMEmIATE m I kkSS6 l!22�� II I PROPOSED I I I LCIGATIOt�TO BE I e 1/2'CONIC.FILLED I II I I I I A_6 €>K $ SSE !IBf FIELD DETERM E III STL.LOLLY COLUMN I L— J I ,J I�1 II I CRAWL SPA E I I I BASED O SITE L I ON u.x36'x12"DP. T 1 r— d C 11y pQt I II I 2"DUSTCAP L III J I { C NDITI0�19_- r II 1 CONIC.FOOTING, TYP. I I • 99 it I III I II I I I BASEMENT � i II c a 4 J I i �€ €"� �€ I I o III I I I I L JIL J 4'CONIC.BLAB ON rll I ail I iI m I I I I 10 MIL VAPOR RETARDER�I U ail I I I B°CONCRETE BLAB F •r° III I I II I 11 w I I II \ w/6)#5 REBAR WALL OPENINGI I DOUBLE JOISTS UNDER II I I III N WALL FOR II ALL PARALLEL PARTITIONS I IL ——= I I �ccEss roc I" EARLY EN' � —— III _ I I I IT I III CONTRACTION JOI T5 1 DROPPED 1 1 I III ALIGN PL R9_r4---- f TYPICAL BI'L II2)I�At Ys"11, 1 i I `' ZPROVIDE#5 REBAR9® Iuj L— J III I 12°OC. T IN MAIN ,� — ——— J 1 11FLUSH 1/ FOUNDATION WALLS TO TIE 10 I I )1%xli/e^LVL I I-- - L - I --I- _ ------------ CDI6 NOT1ONCOWNrNiRN S.9'rou �4^4 .2B° L�I�J Q- WTUBE STEEL COLUMN IIIIUSExSTEEL COLD4°CONC. SLAB I v uEXISTING WALL I j---- II u.n)_ REMOVEDdJIDROPPED A•� I 10"THICK x x4' ° — (9�V/PROPOSED 4"CMU LL r III , PROPOSCONPD CMU WALL I . K n III )I%x11°,�^ LVL I i —————— CONCRETE WALL ON DO NOT BACKFILL WALL t--. IL�/ O Q OUS z CONTINUOUS 20°x10° CONCRETE ON CONT UFOOTING°12° I I CON FETE TINUFOOTINGx12"I I U I I 12i-2" I I ____________ _., 1 CONCRETE FOOTING UNTIL CONCRETE HA8 a BIT.Ji. FILLER,I I I pgf I I1 I I �------- - - ATTAINED 7 DAY STRENGTOP OFF W/FLEXIBLEr, AND MOTH OF WALL AREPPROPERLOYM JOINT SEALANTIII—I . :... .v .. -: Ll KPOST BERCURED. WWF 6X6 6/6, TOP 1/3 z N ZTYP I—III— ` OF BLAB (QVERIFY ALL _ _1___�Ia�__ _ I L III J I I s II I ° III FOUND. Al-W HG 1 —11C' I I 1 0 20 a5 REBARS, CONT. I= I=I I `. 4°CONO,SLAB O i� 6 LEDGE TO ALIG11�� I I I • I �i I I TOP#BOTTOM III III IIIILL it I III FFLOI�PROSED R FXISr. I I 1 / 1 III 10° THICK x T-l0• nl I __ T=' =LL!=1L-1J1 .:' �. ' I JIL I I F I/ III /LEDGE:B'-q y° qq III III—III I—�I�III—'I�I I �.. , )o , , 6°cOMPACTED I r -I I I I I VERIFY w/FLR JOISTS I I MAINTAI;To INIMUM OVER TOP CARRY PROOFING 11_L L JI PILL it I I III I I I A 7 I /II I III CCONCRETE WALL ONONT NUOUS 2O°Ix10" I I I I o FOOTING COVE'GE FOOTINGI....... . I I) I I I I III CONCRETE FOOTING I I I :u 11=III=11=III 1I - I CIE E J 1 \ IT• III 2X4 KEYWAY —— — — la•' en. /I 1 ILL — I III I III _ _ L--_ 1171-1111 111=IIIPERIMETER DRAIN —————--——— FILTERI I—�=IPROVIDE#5i- �-12"O.C.VERT IN _ FABRIC —IEXISTING FOUND.WALL I I IDE 12'BLAB F ING FOR - _ GALVM CDRD STEEUGALED A°DRAINPIPEIIIII--BRICKSTEP. .14 DE 1 I BACKFILL W/CLEAN _-_-- .. ;� , �.: ,.�,..: 10 MILO.C. IE REAWAY W/GRAVEL PERP.DOWN° _COMPACTEDPILL BED, TYPICAL. DRAIN TO 7'� T�'T "'V' T: — VAPOR Pirr A TF DRYWELL(WHERE PDN. —III— _ III—III T________ ____ , A.� DRAIN) = = = =_= _ I—I =1]j=I g o 2 e4' B'10- I wm 18°O.c. 32'-4" B. DOWEL NOTE: b CONTRACTOR TO PROVIDE 5/B^ ANCHOR BOLTS®36° O.C. m ` FOUNDATION PERIMETER DRAIN G MIN. 7" E EMBEDMNT B A m PER SITE CONDITIONS A.5 w/3^x3"x1/4" PLATE WASHER A.5 q,5TYPICAL FOUNDATION DRAIN FOOTING FOUNDATION DRAIN FOOTING TO DRYWELL SCALE 1-1/2" 1'-0" o ap m o Om La 10 W O N Z O C B A A.5 A.5 A.5 0 �'' wl?i�nrck�So�o �255 z RDEE-BUILTG K .. AZEK DECKING 1 a NOTE: II o O giSoox o�ggo NATURAL CABINET FOR PLUMBING SHUT OFFS I T U AS NOOK UP TO BE REMOVED I v = z NOTE, I J H �° SHUT OFFS AND DRAINS WILL GO IN NEW BASEMENT FOR PLUMBING FOR n NOTE, THE POOL FILL AND OUTDOOR SHOWER I m EXISTING ELECTRIC AND MEAT WALLOREPAIRED BE REMOVED O" 2'-2" O" 16'-9" GENERAL NOTES: x U gv RE-BUILT 1 E'r-ti c::) 8 DECK -------------------------------- - CONTRACTOR TO PROVIDE ALLOWANCE FOR COMPLETE INTERIOR AZEK DECK p '-'� G REPAINTING OF ALL AREAS OF EXISTING HOUSE THAT REMAINS p 43 HOSE I-10 I CONTRACTOR TO PROVIDE BUDGET TO PATCH AND REFINISH FLOORS IN AREAS IN EXISTING HOUSE THAT WILL REMAIN BIBB I 92'_0" 1 o AND MATCH FLOORING OR REMOVE SUFFICIENT FLOORING IN I o THE SECTION OF THE HOUSE THAT IB TO BE DEMOLISHED �^ HOSE FWG906S I 4_____________________________________________________________ TO BE USED TO PATCH FLOORS TO REMAIN. ' BJ B m e'-9° 9'- ' 4'-0" z�m I� * CONTRACTOR TO PROVIDE BUDGET FOR SCREEN DOORM II II I FINAL DECISION ON TYPE TO BE DETERMINED BY OWNER z / II " PROPOSED F F2"5 II WGrIIr 6 0-61 1 _ CONTRACTOR TO PROVIDE BUDGET FOR PREFAB SHELVING TW2436 SYSTEM FOR PANTRY 0•_2u m �! �N�g IIJ L----J L————J L - PROPOSED ABOVE MASTER BEDROOM Ba@gR�j�a��ygg s�ggggqqg �s 151-0"04'-4" ROPOSED PLIOPOINSGE R06 1 P ED IPROPOED TW2446 LAV. PAANTRY COFFERED mv SHOW CEILING my� L ---J L----J L----J L----J " •. m —2-0I6—�fiV— -1 2066_- vI A\♦5Ie,-_A�JY-I i�LiI 442°6 6c8 oIIiI IIiI I --- II ---- I IL I I I I G 1 �I I `mm9 ix 9wBEADED EDGEEXISTIN RY OR 2 2669 N240X °SCUTTLE 60 CROW MLD. Zm L U1 _WI4X48 -L L—___ Q INSTALL 0- Lu < PAN LINDERRAIN 2'-5° o Q 446 J D 11 WASHR AND 1 W2452 il) io ° x j DRYER 1,, I I III / I I I 3_bu 452 Q Q COFFERED CEILING IiL O K I I Q I10._� I I _ I I I in LL_ ,LI1 ---y ---® ----- ��_2" °° BOXED BEAM ZpiZ PROPOSED ENLARGE$$ i� f -o______ _____ i11-r_ SCALE:2"-1'-0" Q Q BEDROOM I I I d d i ° A (n � IT'-O°xl3'-6° j i PROPOSED I I I o ®" BATH / I �I L'- --------------- IL J lvl `_� t=, I 0 �puf�',C�;OU_�fJ,�Fr lV I I III T19 3ar=N I - II II N III � I ° TW2446 I I TW2446 FW146066 WALL Q I OVEN/ I DW El r iv I i MICRO. l. TM4324-TRA32 TW2432 HOSE BIBB 10'-01 6'-9" b'_pu T-5" WALL KEY o t 25'-5° 24 4° 9' O° 0 EXISTING WALLS yl�. m WALLS TO BE REMOVED �� gm m ® PROPOSED WALES i B A coA.5 A.5 1. LL EXTERIOR WALLLS8 SHAL BE 2X6 \ NOTE, O I6�O.C. UNLESS OTFIERWISE DOTED. 1 o ALL WINDOWS IN NEW CONSTRUCTION ONLY j'I6�p C.rUNILOE99 OTHERWISELNOTED4 ARE TO BE ANDRSON 400 SERIES TW II tl' W/STORMWATCH PROTECTION t APPLIED GRILLES 9.CONTRACTOR SHALL VERIFY ALL WINDOW m NOTE, INSIDE AND OUTSIDE ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. REPLACEMENT WINDOWS IN EXISTING AREAS " O ARE TO BE ANDERSON 400 SERIES TW ALL WINDOWS ARE TO BE STORM PROTECTED 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS pq N = W/APPLIED GRILLES INSIDE AND OUTSIDE W/PLYWOOD PANELS W/PRMENANT FASTNERS IN PLACE PRIOR TO CONSTRUCTION. CONTRACTOR ,.7 .-,ASSUMES RESPONSIBILITY FOR ANY MI891NG OR 66 INCORRECT DIMENSIONS NOT BROUGHT TO 10 THE ATTENTION OF THE DESIGNER. C) U) 0 cn o: C T A o A.5 w 2255 a oao gW'=.<tE fjw Ogl m o o= 92'-4° a �yWWyS� ���n ogrcgoo 24'-4° B'-O° U zz 8ii�i�$OEz'�o �M Q �.a SALGO NY x C 7 8 o AZEK DECKING CTR, DOOR w/RI y_2° v T_4 w E2 72'x12°TRANSOM FWG99685 FWG606B_ __ FW499689 L____J i WZ436 r 24'H ARCHED --------I TRANSOM ABOVE DN I� I I i . VALANCE ------------ I / 3 EXISTING KNEEWALL PROPOSED _ y�� I FAMILY ROOM '�--------- ------ ---- - s I 21'-B°xl6'-O° 4% A u _ !j9 ON 1ploil I 1 I \�z/ -'I'- I ' RF p TW243Z 4'-0 I �egy�Il�3gp 101-9° HIM9$oi G PFPh6 _ SCUTTLE iv I m I iy I 2668 2-2060 2-2060 Iyy I r%B 1 rc 42° CJ' j Q U I I ~ p Q- w EXISTING KNEEWALL Z 1O TW2446 U REPLACE �� PROPOSED SKYLIGHT BEDROOM O p Lu O Q I iL 19'-5°x19'-O° I 0 ry I I __ � �z ZN �dVA O i O u I I U TY 446 T 4" Ti44446 _ _ _ Lu i 6'-Z" . EQUAL EQUAL CTR.WINDOW /RIDGE 24 4° o8�bz c g q WALL KEY � z< A.5 A.5 0 EXISTING WALLS N L o WALLS TO BE REMOVED fag omz� ® PROPOSED WALLS $i m m _ LL5 LL C NOTE, O 169L0.CUNLIESSOTHER SHA NOTED 6 _6 < m ALL WINDOWS IN NEW CONSTRUCTION ONLY O ARE TO BE ANDERSON 400 SERIES TW 2.A�L INTERIOR WALLS SHALL BE 2X4 �I • NOTE, VI/STORMWATCH PROTECTION t APPLIED GRILLES E ib O.C.UNLESS OTHERWISE NOTED. y REPLACEMENT WINDOWS IN EXISTING AREAS INSIDE AND OUTSIDE 3.CONTRACTOR SHALL VERIFY ALL WINDOW m OR ROUGH OPENINGS PRIOR TO ORDERI G WINDOWS. p ^ ARE TO BE ANDERSON 40O SERIES TW ALL WINDOWS ARE TO BE STORM PROTECTED 4_CONTRACTOR SMALL VERIFY ALL DIMEN910N8 W/APPLIED GRILLES INSIDE AND OUTSIDE W/PLYWOOD PANELS W/PERMENANT FASTNERS IN PLACE PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR •� UJ INCORRECT DIMENSIONS NOT BROUGHT TO D THE ATTENTION OF THE DESIGNER. O v) CONTINUOUS RIDGE VENT ASPHALT ROOF SHINGLE U1 O Vl F 12 Q O BED MOULDING _-_-_-_ S� W.C.SHINGLES G�� =Zago CUSTOM WINDOW HEADS W� gBgoaz 0 g th IXS RAKE W/IXS STOP = a�€mo�� ~ C9 ® ® VINYL SHUTTERS(TYP) U '..; UM. ,2 r� g•o --- AZEK DECKING H S PLATE_________ 1 �C/1� O F-4 mad ��----- I III 111 il— Qom' . ® 10°TURNORAFT TU COLUMN W/TUSCAN 15 o Q CAP AND BASE, TYP.tr ER- I o YI * N C O z� z 0 IT �o T ® ® Iw WNDOWHGT. z • _ W/STAIRS - _FIRST FLOOR___ l Me ���� ll IN RIGHT ELEVATION I- I� go 9R1gg5 � CONTINUOUS RIDGE VENT ASPHALT ROOF SHINGLE w U Z a Z Qs� O w(nw� r---� a w toQ WE > °n, a w ILZ2z J QN� S� ® w (a T.O. PLATE 4 EXISTING � Y3 1 > sow o ga°�0F9 cn ai y Yl �O W.C.SHINGLES € m HOSE I FIRST FLOOR CID m LEFT ELEVATION °ol a .II - m o (n r Q o y Z O In D EXISTING TO REMAIN K 12 B Q FLOOD LIGHTS NOTE• y3< r�w REPLACE SHINGLESglA FL D LIGHTS ON EXISTING ROOF AREASi� G CONTINUOUS RIDE VENT • O z z -------------- 1111141 >� 'o8-$gz mr'irrgo '. _a L____ ASPHALT ROOF SHINGLE � N�� BED MOULDING o m rc F g W O�Gi W.G.BNINGLE9 NEW TRANSOM DORMER d R titnn >nn� O>W(O.=Z o ___ NEW DECK WITH SEATINGfl� 1 NEW SECOND FLOOR DECK 72"%12"TRAN80M I ........... C/] o VINYL SHUTTERS(TYP) - �� lilt] ____________ALIGN WINDOWS w/60611_DOOR _ _ T.O._PLATE I -__ ----_ EXISTING FWGBO68 -- _----- ----- E---'c- O lilt 10' TURNCRU IN T SCAN W.G 6HINGLE6 �� CAP Aml ND BASE, TYP. ® ® its b VERIFY o ® NG ® 9 WINDOW HGT. I ® W246 W2 W24 T. w I ♦I—. w/STAIRS L- a z� _ FLOOR FIRST N05E _ " ___________ I 1IRST-FLOOR_ a AZEK DECKING Mg ���E����ag gQg� EXISTING ONION LIGH lai TS s� d-, R� FROM EX15TING HOUSEaS � jE TO BE REUSEDff $ REAR ELEVATION � � w` CONTINUOUS RIDGE VENT U •f1 Z Q 12 111 Ilh ASPHALT ROOF SHINGLE B� I I Ili Z ocl11 Ili, s� ------- W Q ---- O NL�� Y NOTE, REPARELACEMENT WINDOWS IN EXISTING AREASlilt W.C.SHINGLES W/APPLIED GRILLES NN 18 DESAND OUTSIDE R PLACE SHINGLES , N ON EXISTING ROOF AREAS Z ® ® ® 0 0 BED MOULDING - Z O�Q ® ® ® O 1 w L in 0 LIN n W O EXISTING RPLACE I I II I I I I I I I I I I I I I I I I I I I I I I I I I lilt III II W.C.SHINGLES - CUSTOM WINDOW HEADS I 1 I 1 1%10 1%5 PILASTERS WITH CUSTOM HEAD TRIM --------------- ® ® ® =o®® r VINYL SHUTTERS(TYP) > y 12 Em I® z 4W �w24 W2 w2 ® N o IS m CUSTOM WINDOW BOXES -9 W w N O lilt lilt]] E killEXISTING H m$ FWH IBB FIRST FLOOR = A EXISTING ONION LIGHTS EXISTING =;y FROM EXISTING HOUSE ENTRY DR. F FRONT ELE�ATIEON NOTE= ALL WINDOWS IN NEW CONSTRUCTION ONLY ARE TO BE ANDERSON 400 SERIES TW W/STORMWATCH PROTECTION A APPLIED GRILLES INSIDE AND OUTSIDE OR N ALL WINDOWS ARE TO BE STORM PROTECTED W/PLYWOOD PANELS W/PERMENANT FASTNERS IN PLACE z E A o A 2 A.7 InA.7 A.6 A.7 9 � CONTINUOUS RIDGE VE 2)202 RIDGE A.6 2xe CEILING 12 ISTS 16°D.C. �B R-BB FB6LS.INSUL A F SHINGLES ASPHALT ROOF \ / RAFTER VENT A,7 A 0/B°COX SHE 1 A 7 Q IBa BUILDING PAPE 2.10 16°O.C. \ $ $ 1 1 IX FASCIA W/ A. �7 U " 1 / ALUMINUM GUTTER _ yid i>wd�n / 9 X10 NDR gz yy�� xB 16° z- ® TYP. U.N.O. GOR-A-VENT STRIP VENT TOP CHORD gO�YT- ago I X SOFFIT 12 2 X 4 2 X B LL 60 PLP y 0 8 a z A.6 $ S MIN. MIN. DL 00 PLF ®?i � g$�jo A_7 PROPOSED BOTTOM CHORD I k_ R-19 FBGLS. INSUL A O °� -,: FLUSH PRE-MANUFACTURED I MIN.4 IIIIIIII Hill DL O PLP c 1 w O� % DX.SHEATHING , 2.8 CEILING INGO.C. A A.7 / 24" O.C.ATTIC ooP TRU99E9;6 2 X 4 9)I xI4xl1/�° LVL >R� o S7,o 11 MIN MINIMUM TOP CHORD! 1.! I/2°GINS / STAIRWELL - _ A.7 s B'-D" BOTTOM CHORD 2"X B" o s o �$ gZO�i VAPOR BARRIER -- \ '\ PLYWOODMINIMUMtJ z 1XOzc+x.$Ozd'o TYVEK HOUSEWRAP ENTI2IY / 1 WEB MEMBER6 y4 SIDING(SEE ELEVS.) I 1 >�)2X12 / \ / BALL TR E SUBMITT ED W TH C/] °gym A,b ` \ HEADER \ SHOP DRAWINGS CONFIRMING W w 2XIOCOMPLIANCE OF ASSEMBLIES Q 1 \ D w/2-0/B" DIA. / MEMBERS WITH THE MA. S A.7 LAG BOLTS I6°O.C. BCD.LADE, ST14 EDITION.STAMPED A.7 / MA.BTRUCTURALSP.E.ION BY A E— O g P.T.POST $ JOISTS XODECK O.G. FLUSH I" O w FCil n °/jXll/� LVL 4i 2xb P.T BILL 9/4°TtG PLYWOODSUB-FLOOR 4" C'SLAB PROPOSEDMASTER BEDROOM HALLEXISTINGW/BILL 6EALER GLUED AND NAILED, TYP / 1 /BRICK ABOVE �RST FLOOR_. - / ;?), ROOM _____FT�LooR. wz ALIGN w%EXISTING ALIGNN w/PROPOSED �' I CRAW SPACE D _FLUSH �^ FLU9N A.7 0 2-2X12 P.T.HDR ^ EXISTING 2" CONCRETE DUST CAP FF c o 2)1%xll b°LV @ FOUNDATION EXISTING m 1 p (� WALL B I/2°CONIC. PILLED FOUNDATION _ 1` STL. LALLY COLUMN OPENING go', Q ON B6°x96°x12"DP. ACCESS IN WALL FOR WALL �t � d a� Z / A.G CONC.FOOTING, TYP, BEYOND TO CRAWL �t ! BASEMENT PROPOSED �K � ffi _ _ BASEMENT SLAB IDE 110°DIAM.SONOTUBE -�y 6°COMPACTED PILL VERIFY ALL •• / ICONGHRETEXWALL ON W/BIGFOOT FOOTING HAB 151-1 W 1R 0 FOR COLUMN SUPPORT ABOVE SECTION pip �'�§ FOUND.WALL HGTS. 10" HICI(,�c -10° CONTINUOUS 20°x10° � E4� �i bXb 6/6 WWP-TOP 1/5 OF SLAB !LEDGE TO ALIGN w/LEDGE t 0'-9°.�' CONCRETE FOOTING IIII- FLOORSGS PROPOSED!EXIST. VERIFY /PLR JOISTS ``&&��33 r$F CONCRETE WALL ON CONTINUOUS 20°xl0° CONCRETE FOOTING POST 2)1 14°LVL CONTINUOUS RIDGE VENT ggd,q� `ii BEa�+ SECTION DN B A.7 2)1 Ull%" LV 1 VALLEY BEYOND y .n 1 R-BB FBGLS. INSUL V/ II�II I��II II II I II I 111.� a IIIIIII2x12 VALLEY 'L Il II IIHEADER B O D ee II I 1 II II II II II II II II II S)i 4xll%- LVLFAMILY SIOM - -- -- V Q Y_ 2x10 16°O.C. HEADER $ J2xSOISTS J0 Q GLUED P AND D SUB-F ® -p � N J A-' GLUED AND NAILED, TYP r!� 4 IL 0 () A_6WE / BEDROOM ` PROPOSED Z IL Z O W_ Q cj cj 2x10 DECK -- -_-- 11 °TJI 16"O.C. II °TJI 16°O.C. T _ JOISTS 16"QC. -- --- _ BOXED BEAMS _/ STEEL BEAM \ / IM JOIST I In DROPPED 3)21I ---�--- COFFERED I R-19 FBGLS. INSUL 9)I$pcll¢° LVL 2X6016"O.C. HEADER CEILING ® ® A"6 / ell COX.SHEATHING 2x10 LEDGER 0 VAPOR /G 5/5'BOLTS DIA, Q VAPOR BARRIER D LAG BOLTS 16"O.C. EM 1ETYVEK HOl1SEWRAP A,7 2xi0 DECK / 61DING(SEE ELEVS.) Li N JOI6T9 16,D,C. KITCHEN _ 9/4°T*G PLYWOOD SUB-FLOOR c W ror a GLUED AND NAILED, TYP PROPOSED ALIGN w%EXIST LUsw2x12 P.T.NORI , 2X6 P.T BILL a 0 pbROPPED W/SILL SEALER DROPP2)I III�,�° LVLHM rj 2-2x12ZZ BM. PKT.* r O `�. 7\ 6"COMPACTED FILL ma BASEMENTA 6 6X6 b/6 WWF TOP I/e OF GLOBMU / OOSED °0 0 ROVIDE 10" y 1 BA6EMENT SLAB I OW/BIGFOOT F .1 / \ / •II ,d, FOR COLUMN SUPPORT ABOVE VERIFY ALL B 1/2"CONIC, FILL /10°THICK z 7'-10°� FOUND. WALL HGTS. STL,LALLY COLUMN w/LEDGE S B'-9�/e° SECTION z LEDGE TO ALIGN ON B6°x66°xi2° LU VERIFY B. JOISTS lo PROPOSED!EXIST. CONC.FOOTING, TYP. CONCRETE WALL ON '� ,y W FLOORS CONTINUOUS 20"X10" U W CONCRETE FOOTING o U1 4 BLOCKING i RIDGE VENT PER MANUFACTURER'S y ROLL VEN INSTALLATION SPECS. g T L, ASPHALT ROOF SHINGLES HOLD TOP OF JOIST BIDING BEE ELEVJA 1B/EB"ArABOVE TOP OF MATCH EXISTING O (R(IDGE BOARD °TYVEK°HOUSEWRP•IATYRVARYTL SIZES CDX SHEATHING FACE MOUNT HANGER °CDX PLYWOOD P36 BATT INSUL. Q C1 GWB w/SKIM COAT PLASTER BEAM SIZES VARY 2z6 016°O.C. I6k FELT PAPER N Ix STRAPPING O 16'O.C. 0ga � 1w R-19 FIBERGLASS 6/6'CDX PLYWOODPAD BEAMRAFTER VENTWHERE INSUL. ICE AND WATER BARRIER MEMBRANE6 MIL. POLY VAPO CARRY UP V-O"FROM SAVE RAFTER VENT R-SB INSU WHERE INSUL. AL.DRIP EDGE ZxlO RAFTERS OVER ICE•WATER BARRIER • �/ � RS��cri o'-17io ALUMIN.GUTTER O o�'i000�ax�Z�l3i U�iL — ZC UZU 4�W60 b BOLT 2X PADDING THROUGH STEEL BEAM W/ 1/2' DIAM A32 n m CORA-VENT STRIP VENT BOLTS O 2'-0' O.C, HORIZ_ C/] c o� TYPIC L RID E VENT DETAIL STAGGERED TOP 4 BOTTOM w P4 �q SCALE 1-1/2" 1'-O" BED MOLDING E—I TYPICAL WALL DETAIL IX FRIEZE FLOOR JOIST SCALE 1-1/2" 0 1'-0" g SIDING JOISTS MAY ALSO RUN OVER TOP OF BEAM TYP.WALL O W C/D o DO NOT SACKFILL WALL BIT.JT. FILLER, JOIST TO STL. BM. CONNECTION ATTAINED HAS ATYPICAL SAVE DETAIL 4 ATTAINED 7 DAY STRENGTH TOP OFF W/FLEXIBLE SCALE 1-VZ° I'-O° AND BOTH TOP I BOTTOM JOINT SEALANT SCALE 1-1/2" I'-0" OF WALL ARE PROPERLY 'o ga SERCURED. TIT -IIII=)III 11 I WI SLAB 6/6, TOP 1/5 1'' 20 a5 REBARS, CONT. _— I 4°CONC,SLAB TOP<BOTTOM IIII—IIII C., <.I 6°COMPACTED CARRY DAMPIt FINDFILL ��Ygaj �gggggg�� �3�py OVER TOP OF $ ;gi§ g7Yj FOOTING 5e 6 L1 m � 2X4 KEYWAY — 1.y. JVq&RI6 � Spgl ik 9Y R8 REBARS, CONT. IIII I: IIII=IIII=ICI=IIII=IIII IIII=IIII=IIII=IIII=IIII= -1 I I=III-III=I II=III=III III=III=I I=III 3TR2�C01N` PIPE D COLUMN COL i 6°x6°P.T.POST 'n x WHERE CONTINUOU6 TYPICAL WALL V/ �" k/OR BQ IN HEEE Ir0 KIPS LOADING I: ll! smmlau�aox BITUMINOUS JOINT FILLER, r: TOP OFF W/ LEXIBLE I Q Z Q.,02 a„ 4" CONCRETE SLAB JOINT SELAN 91KAFLEX IA' I w 6 MIL. POLY VAPOR BARRIER I I!J Q F 5 TYPICAL SLAB t FOOTING CONCRETE FOOTING i Q ca— Lu w 3'-0"x3'-0"xI'-0" I ALUMINUM FLASHING I. N()H J SCALE 1-1/2' •I'-O' BASE PLATE tu OF6 6/6 WWF, TOP 1/3 'LAG BOLTS Z O iY N _ ____ _- LEDGER A Z O z S r �!� r'S T DEL.2x12 P.T. • if Ci IIC 1/2" CDX PLYWOOD I — `1 W o .. CARRY NG BEAM _I A.,1In 2X6 ® 16" O_G_ .------ 2X6 SHOE .^..:':•:::...., NOTCH 6x6 POST 1I,� cn 5/B" NCHOR BOLTS O 36" O.G� 6 THRU BOLT BEA VERIFY JOISTS SIZE 6 ^ d S SPACING ON FRAMING PLAN ��1 --� MIN 7 EM"EDMSNT 3/4" PLYWD. SUB-FLOOR �. 4 ® �EBARS CONT. -(RECESS BOLTS) FRAMING MANGEA x3°xV�44 PLATE WASHER BOTH YS (T'I'PICAL) a 2X6 P_T_ SIL L III •' ' N Z od. °-'- a.— 6"x6' .T TPOS NOTCHED OUT FOR I"/FT SLOPE 5' CARRYING BSILL SEALER eLEAM AROUND FOUDATION II 7/8I e a e° F TJI SIMPSON CBG66 1/2, CDX PLYWOOD POST (TYPICAL) �J FOOTING PER PLAN /J EXTEND 4-O" \/ a 2X BELOW FINISHED GRADE 6 P.T. SILL pp z 25 tx O a c a • (TYPICAL) e e FOUNDATION WALL 2 O #5 T6B IN. W-D• SILL SEALER S" U� Z IxRY 1°mIs ulmm oAW1.P 4 W�r�r, ' uw vrmrnx m m•xx.",ex.�nor:.. � m v.ew.mr v wrreron owmne.xx ammam. TYPICAL DECK ® SILL DETAIL o a o FOUNDATION SHELF DETAIL SGALF_ 1/2"01'-0° I 7 COLUMN TIN DETAIL •m .F SCALER 1/2"-1'-0' o Z 110 MPH WIND ZONE REQUIREMENT FOR 780 CMR 8th EDITION MA STATE BUILDING CODE z 0 (n z or� DEL TOP PLATE o I N RAFTER 6I6" O.C. . y 2x STUDS m 16" O I G. �j 2x6 DEL TOP PLATE o1"'�i L 3<w >>w t�n w • ° BIMPSON 6P6 (20 GA.) of Imo_ i � 3/4" PLYWOOD BUBFLOOR o° H2.5 0 EA. RAFTER �'8 ° BTM PLATE j TOP PLATE us �0�oEg$-g CL m coi g�8z � 0a� HEADER a RIM JOIST a) SIMPS C5066 N GA.x3) FULL HGT.STUD MDR UPLIFT STRAP. w o i ACK STUD AT 22ndLOCATI STORY Q NS ��.., �I N WINDOW SILL I II VS w PLATE I DBL TOP PLATE Zr� �� A AFTER TO PLATE CONNECTION L^' o: E-'Ivy o a 8 SCALE-N.T.S. rn 5/S° ANCHOR BOLTS®36" O.C. I° •Oji •ii Oo UZ w MIN. 7" EMBEDMENT .II j II l 13"XWXII4" PLATE WASHER a 2x STUDS® 16" O.C. ��I\ili • `\ 12 GA. ANCHORS TYP. i BTM PLATE \a•+ gil— 1, SIMPSON STRONG-TIE CBQ SCALE.N.T.S. RIM JOISTa �e� s FLOOR JOISTS B LIDS 4 HEADERS BB m ��T SCALE,N.T.S. SILL PLATE 1/2" CDY- SHEATMING :. •. .p RIE SILL PLATE TO TOP PLATE SEE NAILING SCFIEDULE JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING 6 COMMON NAILS BOX NAILS 5/S" ANCHOR BOLTS®S6" O.C. MIN. 7" EMBEDMENT ROOF FRAMING w/3"x3"xI/4° PLATE WASHER U4 BLOCKING TO RAFTER (TOE NAILED) 2-8d 2-IOd EACH END w RIM BOARD TO RAFTER (END NAILED 2-I6d 9-I6d EACH END WALL FRAMING ! /' \SILL TO PLATE UJ/ SHEATHING Q W aF V SCALE.N.T.B. Q TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-I6d 5-I6d AT JOINTS _A'q flni STUD TO STUD(FACE NAILED) 2-16d 2-I6d 24"O.O. - - W W J HEADER TO HEADER(FACE NAILED) I6d I6d 24"O.C. ALONG EDGES 0 N w j in FLOOR FRAMING rz iYp< JOIST TO SILL, TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-IOd PER J015T _ BLOCKING TO JOIST(TOE NAILED) 2-8d 2-IOd EACH END a A-Z�K BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK lr" <,w LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST BEAM 8 STRAP ° f— NAIL COMMON t JOIST ON LEDGER TO SEAM(TOEMAILED) NAILED) 3-Bd 9-IOd PER JOIST y NAILS 6" O.C. SIMPSON Z BAND JOIST TO JOIST(END NAILED) 9-I6d 4-I6d PER JOIST LETA® EA. RAFTER BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D 3-I6d PER FOOT ENS HTT5 ROOF SHEATHING DISTANCE Q WOOD STRUCTURAL PANELS A/ RAFTERS OR TRUSSES SPACED UP TO 16°O.C. Bd IOd 6° EDGE/6"FIELD � ���� II LL ' RAFTERS OR TRUSSES SPACED OVER 10°O.C. Sd 10d 4" EDGE/6"FIELD / II (/I„(l,J`(=� RIDGE BEAM I, GABLE ENDWALL RAKE OR RAKE TRU95 w/°GABLE OVERHANG ed IOd 6° EDGE/6"FIELD I GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL 8d IOd 6° EDGE/b" FIELD NOTE. B O i?1 z OUTLOOKERS GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS Bd IOd 4° EDGE/4" FIELD RIDGE STRAPS ARE NOT REQUIRED WHEN COLLAR TIES OF CEILING SHEATHING NOMINAL 1x6 OR 2x4 LUMBER ? oQ ARE LOCATED IN THE UPPER z0 - 0 GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD ATTACH THIRD OF THE ATTIC ATTACHED TO RAFTERSS AND USING WALL SHEATHING 5)I0d NAILS EACH END z a g »zm WOOD STRUCTURAL PANELS m H STUDS SPACED UP TO 24° O.C. 8d IOd 6° EDGE/12° FIELD {•� z • )5°AND%'FIBERBOARD PANELS Bd - 9°EDGE/b"FIELD - }� �E.B ND STRAP ab m X. GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10° FIELD J-_ c UCO NE STUD HOLD DOWN FLOOR SHEATHING o a o 9CALE N.T.S. I m . WOOD STRUCTURAL PANELS - co'I C I" OR LESS Bd tOd 6" EDGE/1" FIELD � r GREATER THAN I" IOd I6d 6° EDGE/6" FIELD � W O � TYPICAL LVL/GLULAM BOLTING/NAILING Xn MULTI 1 SAO BEAMS O gN r 4i G B A A.5 A.5 A.5 a YIDGFd D-�• G nare ar 1�D NAILS Yi•0.4 r 2' G z FLUSH D YIECPB D-4• 1 RONIB Or I/x'DIAM aOLTB U••0.4 Y 3 N Y O 2-202 P.T.HDR 6°x61 P.T.POST r � o 8 a m i FLUSH PICAL W o-g o 2-2x12 P.T.MDR III 8Z o HEN F'H III'- III1 1 I2x1l DESK JOISTS 16' 2x O DIrCK II, Q E--I °c JO S I IST6°O,C, �I 3I III E- �o �Fg I I 2-b�°12�T.HD 2-R 2 P.T.HD II Cn CfD R1 0 O W Cn __ __ _ P.T. POST IE 10 LEDGER E G�ICAL IKc 5/8"DIA. a I4 LAG SOLT9 16" D.C. I LAG BOLTS I6'O.C. � I EXISTING EXT. WALL q 9 I °CONC.FILLED STL.LALLY COWM �2 R %°x%°xl2'DP. 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NGVD 67 POO EQUIP DWELLING TO REMAIN 3 BEDROOMS LOT A r, r, �. ` `� (NO CHANGES TO EXISTING SEPTIC 20,122 SFf /c `� � r� // SYSTEMS) EXIST. 3 68 BEDROOM SEPTIC SYSTEM I (INSTALLED i 3 I II 1999) TO REMAIN ZONING SUMMARY r, r 1 I 70 L f POOL {ram IW I I ZONING DISTRICT: RF-2 DISTRICT Iw I I MIN. LOT SIZE 43,560 SF x I I MIN. LOT FRONTAGE 20' MIN. LOT WIDTH 150 ---� {rl I I MIN. FRONT SETBACK 30" MIN. SIDE SETBACK 15' POOL f{ .}.I " 15' I i MIN. REAR SETBACK APRON �. { EL. 70.9' r^1 •I � I PROPOSED ` 1 BENCHMARK CONC.STEP EXPANDED- OWNER OF RECORD ` COR DECK r^ — X EL. =70.4' ST i NORMAN & NAOMI LUBAN EDGE 4101 LELAND STREET rj SHED Ln w 1 1 CHEVY CHASE, MD 20815 EXISTING EXIST. DECK DWELLING I �v� o ELO.P 74.0' 'I REFERENCES DOORSILL 9 �� �� EL.=74.55' _ -� I DEED BOOK21128 PAGE 249 IoI PLAN BOOK 266 PAGE 30 ST WESTERLY PORTION OF I DRI ENE I Q DWELLING TO REMAIN I w 5. ' I in I I GAS '� ME RM TER' �� I I \ I I IRR. PATIO EXISTING r / / BOX � COTTAGE EASTERLY PORTION OF DWELLING 1 TOP FNDN. I I I TO BE RAZED; PROP. NEW EL.=74.5 I I ADDITIOFOOTPRIN WITHIN EXISTING r � I s 1 I Ld 1 E3dE LAWN I I o W 76 I II � f `EDGE L WN II 41 II !n GUY \ IREJl J Mq/A, 140cF TRFFT Foc p \ \ _ RT 6qF AVFME�T, SITE PLAN W OF r 0 2810 MAIN STREET BARNSTABLIE PREPARED FOR off 508-362-4541 fax 508-362-9880 M/M NORMAN LUBAN I downcape.com © 0kAOFM9ss`�� down cape engineering, inc. � DAAIEI 9�� OCTOBER 17, 201 2 to civil engineers No. AL980 c land surveyors Scale: 1"= 20' 939 Main Street ( R to 6A) s j YARMOUTHPORT MA 02675Y.44cw �r 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.L.S. 11-183 BAfifSTOLE TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO . TYPE OF CONSTRUCTION ...^^^^:kC....g?..3 19!?..^.. TO THE INSPECTOR OF BUILDINGS: —The-undersigned hereby applies for o permit according to the following Information:-- Location Proposed Use Zoning District Fire District Nome of Address . Nome of Address Nome of Architect ...CrTTrrtrrr:-.Address Number of Rooms /...SjJ..c^Foundation Exlerior Roofing LO /Floors ^rrr.Srrr Interior . Heating Plumbing Difinitive Plan Approved by Planning Board Diagram of Lot and Building with Dimensions ' f-/_5> .19 ___yr^'•— Fireplace Approximate Cost 7 A .S-V I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Rich,Margaret /-• No ...9.5^.Permit for to ,^le family dwelliJf^(T/?>^^79ts Location .....Ti...:!:< Ba;msteble Owner Type of Construction Plot Lot Permit Granted 19 ^ Dote of Inspection 19 Dote Completed 19 ^>5 PERMIT REFUSED 19 Approved 19 cf=5 <T1 / 'V -CP. BAE1STAJ3LE. TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION 19!2ft TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for o permit according to the following information: Location ... Proposed Use Zoning District .RZ)..!Fire District .CB. Name of Name of Builder Addressy'\A^. Name of Architect Address Number of Rooms Foundation Exlerior Roofing Floors ^rrVJTTCD?:^Interior J.Heating Plumbing Fireplace Approximate Cost -*^....l>....C^....7rrT. Difinitive Plan Approved by Planning Board 19 /Si~s/! Diagram of Lot and Building with Dimensions /£S- ..i?4 ^ IN. V \V \V 0.0^ fji i y I FL,Itia »- -'-..-O ol' I hereby agree to conform to oil the Rules and Regulations of the Town of Bornstable regarding the above construction. Hatch,Mrs.Margaret Rich No Permit for S4^ee-ir Location •.feV;.•• .Rarnatable Owner Wr.a....Ifexgar.e.t..Blcih..]^.tch Type of Construction ilrajne Plot Lot Permit Granted !!•.?.19 Date of Inspection 19 Date Completed 19*7^ PERMIT REFUSED 19 Approved 19 0 0 "Vv^- % vis r*/ IN?" V".Nx\r i Vt- %V' -3- .\f«