Loading...
HomeMy WebLinkAbout0025 TISQUANTUM ROAD > ax " - n s s� , Y� „ x a. u e r p ti , s' r x ism-><a � z ' x r. n,. z a- wtG , f 4r, . Y � * � Y`f`4 'Y` eC:�^�''.�. '^'y"t N n"d .4.•>-. '6., •. »,, yj,.; Y,.. ^_ ,p.,r' t r t. '�, „�+,: � "iS,,. �'"aRa !',<' ,y tP'. ' _ {99� ��., m` hem ' :. ^r ,q.i" , ,:c ,'ra •,ry.. :pv4;: . m x �,,,�y �'fa TA, ia'. ;i... w•t ''G''1- r<a & �'` , +.yiypg,:` ,V ,iW Ilk I . ` aF Y b k i. •.. ':K:1 "" �^ ..,'+a: uas«X.° :4G �a n ,t ,.. `$ , Ilk 4 .3 Town of Barnstable Building Yiy�/, �nU; �✓.•...'�.. .rr'i.•y�c. ., �. ,s'fki, ��..',_3P'i' �_ $/,,y�...". /c j .� ,�, ^�� �: w. v�"3$, '43' S �" (*. � 'Po asThGar Sao That it is �sible From the'``Street'=;A roved Plans;Must be'Retamed on Job and this�GardYMustbe.Ke t�„ MARKPosted�Until Final Inspection HaBeenllade Permit a W,hrere'a Certificate of Occu "anc ;is Re u red such;Bu�ldm °shall Not"berOccu "ied.until a.F n'al Ins ection has"been made 1 el iiil� Permit No. B-18-1304 Applicant Name: Francis Sheehan Approvals Date Issued: 05/18/2018 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 11/18/2018 Foundation: Location: 25 TISQUANTUM ROAD, BARNSTABLE Map/Lot: 3 0015 Zoning District: RF-1 Sheathing: Owner on Record: LANGELAND, DOUGLAS E&DIANNE M Contractor Name , �FRANCIS S SHEEHAN Framing: 1 Address: P O BOX 515 Contractor.license, CSSL-105941 2 ..._ . CUMMAQUID, MA 02637 . EstPro�ect Cost: $6,300.00 Chimney: Description: Air Sealing, 1316 Sq Ft R-30 Cellulose to attic,1.6, Sq ft 2"Vrigid to i Permrt Fee: $85.00 r Insulation: kneewall,516 Sq Ft R-21 Closed cell with barrier too Crawlspace. y Fee Paid. $85.00 Project Review Re a Final: Pro j q: Date 5/18/2018 3 Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: F�w This permit shall be deemed abandoned and invalid unless the work authonze.dbyt his permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and t eh 'approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures s Il�be incompliance with the local zori g bylaws and.codes. ' Final Gas: This permit shall be displayed in a location clearly visible from access street or r.,oad and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. s ' 41, V Electrical The Certificate of Occupancy will not be issued until all applicable signatures by=the Building and Fire®fficials are prodded on tfiispermit. Minimum of Five Call Inspections Required for All Construction Work ,. Service: 1.Foundation or Footing a V; 2.Sheathing Inspection Rough: ? .. 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: ..... Town of Barnstable Final Inspection Affidavit Date:_ Building Division 200 Main-Street Hyannis, MA 02601 RE: Insulation Permits Dear, This affidavit-isIp certify that all work comp) ted at: Street Village: � ',l.Q� ' has been inspected by a certified Building Performance Institute (BPI) Inspector. All work performed meets or exceeds federal and state requirements. Permit applic4ion n tuber: 8— Issue date: i Sincerely, v Francis Sheehan President Frontier Energy Solut ons, Inc. 502 Harwich Road Brewster, MA 02631 Office: 774-237-0410 Email: fssfrontierenergy@gmail.com Town of Barnstable f Regulatory Services SFIE Tp� o Richard V. Scali,Director STAB Building Division MASS Paul Roma,Building Commissioner �i0tF0 Mpl 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved: Fee: u 5 Permit#: HOME OCCUPATION REGISTRATION Date: \\ I k o l w Name: `CJb U,A 'Zi6AA .. `Ana LA LK Phone#: Address: M TA '�c�• Village: C LWAAA k Name of Business: 'j�of g_ Type of Business; Map/Lot:�g \ Q V� INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials, or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,.and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. 1,the undersigned,have read and agree with the above restrictions for my home occupation I am registering. Applicant���.69tt"V-1- r Date: k� 8 Homeoc.doc Rev.06/20/16 ` �i/�hv.}� b ���n6v��iS-rV�YJu�itM � t,J6.��LG.AN� ' ��g���- �.s � � i . , . e YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. DATE: kkkb I►ls Fill in please: APPLICANT'S YOUR NAME/S: o �i 4�am.. C\ BUSINESS YOUR HOME ADDRES : 2b T;sG a&ntt3_w� . O'L�c34 TELEPHONE # Home Telephone Number NAME OF CORPORATION: `z,0A.V-bty4. NAME OF NEW BUSINESS J AA00\e C_V?/_ C✓o TYPE OF BUSINESS t:v� IS THIS A HOME,OCCUPATION? YES NOT_ ADDRESS OF BUSINESS o• us;d MAP/PARCEL NUMBER [Assessing] 25 tsc{u�v��ux�n When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. — (corner of Yarmouth Rd. &Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER'S QFFIc MUST COMPLY WITH HOME OCCUPATION This individual has been in d f ny perm' r ire en at_p�tain to this type of business. RULES AND REGULATIONS. FAILURE TO i COMPLY MAY RESULT IN FINEU9: Authoriz d ig at re* ENTS: 2. BOARD OF HEA TH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION j : ; B Application #2 h 1�56 i J � �I� ARNSTABLE Map Parcel �13�- Health Division to i— �� , '"` ^_ nz9 3 Date Issued v Conservation Division v ADO 4 prng'-ra r-,er'w'f Application Fee J.— (d Planning Dept. Permit Fe 0 71 Date Definitive Plarlp roved by Planning Board f� �✓ 4'Historic - O H Preservation / Hyannis Project Street Address 2S T%Sq vc,_vc t_AwAi Village Owner °�+�t�2 Address �AW�� Telephone C%q Zcp4 \ Permit Request `L W 1F1Q4_ t tW&Jar t,& � � ��c� 1t A ,, Square feet: 1 st floor: existing proposed 2nd floor: existing IS6 proposed S k*A*tal new v Zoning District Flood Plain Groundwater Overlay Project Valuation L40 c 00Z9 Construction Type Mo Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ir' Two Family ❑ Multi-Family(# units) Age of Existing Structure 14 Historic House: ❑Yes Wlo On Old King's Highway: U4s ❑ No Basement Type: W'Full VeCrawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing 2 new Half: existing new Number of Bedrooms: existing —new Total Room Count (not inclluu ing baths): existing new •— First Floor Room Count 5" Heat Type and Fuel: 0'G yp a ❑ Oil ❑ Electric ❑ Other Central Air: �es 0 Co Fireplaces: Existing t New Existing wood/coal stove: i Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: 2eisting ❑ new size _Shed: ❑ existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ZNo If yes, site plan review# Current Use S tr.rie R�� _C� Proposed Use -SfvA&-e APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 364C.V-- �\tM Telephone Number ne(a Address s TtSQ V 4N U JV\� License -7 3 i C3 Home Improvement Contractor# 11 CM,2— Email rn C' et�.ry Co v,� Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE VA6 FOR OFFICIAL USE ONLY tit 1 APPLICATION# DATE ISSUED MAP/PARCEL NO. - S ADDRESS VILLAGE ` OWNER ti 5 DATE OF INSPECTION: FOUNDATION FRAME Qz p t-a-� INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING Y _ DATE CLOSED OUT - ASSOCIATION PLAN NO. f AWC Guide to Wood Construction ill High Hrind Areas: 110,RIP11 FF'ind Zone Massachusetts Checklist for Compliance(780 CIMR53012-1.1)I Loadbearing Wall Connections Lateral(no.of 16d common nails)._......... ............(fables;)........................._......_.............__ Non-l-wilbearing Wag Connections Lateral(no.of 16d common naffs).._._........._.__...-__.(Table e)._......__....................................... Load Bearing Wall Openings(Hurd largest opening but check all openings for compliance to Table 9) able 9 Header Spans ..... ..............-_._..._......._.........._.(T ).......:....:........._.......... ft rn.511 able 9 i SIRPlate Spans ._........._........._...._._...._....._......._.(T ).............._--•--......... _ _ Fug Height Studs (no.of studs)..........._._..........:._......(Table 9)..........._._.._._................_........._.. ) Non-Load Bearing Wag Openings(record largest opening but check ail openings for compliance to Table 9 HeaderSpans....................... g).....................-..........._ft_in.517 Sig Plate Spans.......__............._...._......._.........._.._.(Table 9)........_...._._..............._ft_In.512' Fug Height Studs(no.of studs)..._................_....._....(Table 9).-----------------------------___------- ---• 6dedor Wag Sheathing to Resist Upfrft arld Shear Simultaneously4 . Minimum Building Dimension,W . Nominal Height of Tailed Open ...., 5..................._......_.............._...._..._...__.._..._..= 6'B' SheathingType.........................................(note 4) .......................... Edge Nail Spacing..................................(Table 10 or note 4 if less)-_----------_.......... in. Feld Nag.Spacing................ ....(Table 10)......... ..............._........._...... in. Shear Connection(no.of 16d common nails)(Table 10)... - ...-_.................................... _ Percent Fug-Height Sheathing......_:.........:...(Table 10)................................................ _% 5%Additional Sheathing for Wall with Opening>6V(Design Concepts)....._............. Maximum Building Dimension,L Nominal Height of Tallest Opening=................................................. . 5 6'8' Sheathing Type......_..........-•--•--._._.._._..(note 4).-------------_.._..__.... ..._...--.-. Edge Nail Spacing......... ..............._.......(fable 11 or note 4 if less)........................ in. Feld Nag Spacing........ 11)........._._..,._........-....... ....... in. Shear Connection(no.of 16d common nags)(fable 11).............................:._. .......-.• _ Percent Fug-Height Sheathing..._,__-(Table 11)..._.._......._...__........_..:.._.._._..__9�0 5%Additional Sheathing fnr Wall with'Opening>B'8'(Design Concepts)_.........._..... Wall Cladding Rated for Wind Speed?.......-........._-•-_..._....---..........................__.-............... ._....-....._..._._._........_ 5.1 fZOOFS- Roof framing member spans checked?..........:_..__.....(For Rafters use AWC Span Tool,see BBRS Website) . Roof Overhang ..........................._........_............(Figure 19)............._ft s smaller of 2'-or L/3 Truss or Rafter Connections at Loadbearing Wags Proprietary Connectors Uplift........._._.......-_.........._.,:.....(fable 12)......._............ ..._.......__U= pit Lateral ....I............_.....................(Table 12).................................._...L= pif Shear._--................................(Table 12)................................ ......._ Ridge Strap Connections,If collar ties not µsed per page 21... (Table 13).............................T= plf Gable Rake Ouflooker.................:_.........._.__.._.(Figure 20)............. ft 5 smaller of 2'or LR ' Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift-...- .............:........._...__(Table 14).........._..............._..........._U= lb. Lateral(no.of i 6d common nags)_.(Table 14).......................................L= . lb. Roof Sheathing Type................ (per T80 CMR Chapters 58 and 59) ........... Roof Sheathing Thickness.............._.__.. in.z 7116'WSP Roof Sheathing Fastening._.............__--------—--------:(Table 2)_............................ ,-_..........._....._.._ Notes: •1. , This dieckfist shall be met in its entirety,excluding the spedfic exception noted In 2,to comply with the requirements of 7B0 CMR-530121.1 item 1.if the checklist is met in Its enUrefy then the following metal straps and hold downs are not required 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. Ali Straps per Figure 17 e. Comet'Stud Hold Downs per Figure 1 Ba and Figure 18b 2 'Exception:Opening heights of up to 8 ft shag be permitted when 5%Is added to the percent fug-height sheathing requirements shown in Tables 10 and 11. 3. The bottom slit plate in exterior wags shall be a minimum 2 in. nominal thickness pressure treated#2-grade. ' A FYC'Guide to Wood Cnrlstructivrl U1 High Wind flreas:ll D nrph Ir nd Zone Massachusetts Checklist for Compliance (7so cn-rRs3o1:2.1.1)' Lt m= . CoUVllaz= 1.1 SCOPE Wind Speed(3-sec.gust)--.»....»._.»...»..»........._--•••----_..».................»...._........._..........._.............110 mph WindExposure Category...................._».»».._..»_»_......_.»............»_..........._.....................:...................B Wind Exposure Category................Engineering,Required For Entire Project.......................................0 12 APPtJCABIL[TY Number of Stories(a roof which exceeds 8 In 12 siope shall be considered a story) stories s 2 stories Roof P'rtctt.........__.._..._......: .»_»...._.._».......»..._(Flg 2) .._..._....._...._...................... 512:12 MeanRoof Height _..»..._......_...._.__.........._._......_._.... (Fig 2)»...................__..............».....__ft 5.33'- Bulding Width,W»..»..»...__..»..._._.......»...»..»...»......_»�9 3)_.._.........»...._........ _ft s BO' Building Length,L . (Fig3 _ 5 ' Bulding Aspect Ratio(LJW) ...................._._............_..._._(Fig 4).»_..._.»......._.».---•---»:......._.. 3:1 Nominal Height of Tallest Opening ............. ___4�.�.__.;._..(Fig 4)....................................._. s 6'B' 1.3 FRAMING CONNECTIONS General compliance with framing oannedions.....»_........».(Table 2)................................................... ...... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry......... ................__»._..._........................................_..... 22 ANCHORAGE TO FOUNDATION''3 5/8'Anchor Bob4mbedded or SM"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general.................................»_.;.(Table4).........._..................-.._.__ In. Bolt Spacing from endlourt of plate...._......._...-.__...(Flg 5).._._.._.....:..............._. • in.- W-12'. Bolt Embedment-concrete_......._..-.-... Bolt Embedment-masonry....»............:........».».........(Fig 5)_...:..._.I_......................__.... in.2:15" PlateWashes_:..—........-._..._...._.-_-._...»_....-...._...(Fig 5)........................................k 3'x 3'x'/1, 3.1 FLOORS Floorframing member spans checked ...__..............._....».(per 7W CMR Chapter 55)----------_-------_-----:.._._ Maximum Floor Opening Dimension (Fig 6)...____.:_...........»:......_............ ft:5 12 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) ..................... Mbxtmtim Floor Joist Setbacks Supposing Loadbearing Waifs or Shearwall...._._...._(Pig 7)............. ft s d Maximum Cantilevered Floor Joists _».»......._._....... T Supporting Loadbwdng Wals'or Shearwall_......»...._(Fig 8)_»..................................._............ ft s d FlooTBracingat Endwalls»....»..-.........._...»_....»»..»....._--fig 9)_._.»._.._.._......_..._........».»...._. ....._. Floor Sheathing Type ........__..........-...:_..._........».._.......(per 780 CMR Chapter 55).................... Floor Sheathing Thickness......._.».»......._.._......_...._:.»_(p&r 7B0 CMR Chapter 55)....._»..»....._... In.. Floor Sheathing Fgsterung_............__........._.................:.(Table 2)_—d nails at in edge I in field 4.1 WALLS Wail Height Loadbearing wails._-._....:......._...»..»__..............-.._.(Fig 10 and Table 5)..........._.........._—It S 10' Non-Loadbearing walls.._..._».:_...._. ...(Fig 10 and Table 5)......................... ft'S 2(' Wall Stud Spacing ......._.._.............:...........................»Fig 10 and Table 5)----------------—In.9 24 o.c. Wall Sto� Offsets .(Figs 7 8:8 s ry ...._.__..._.... ....-....»_.............. ( 9 )_......-..................._....__. —ft d 4.2 OCT'ERIOR WALLS' Wood Studs LoadbeadAg viraalls._.»......»......._................»._.._.._.»(Table 9.........................._.2x ft in. Non4Loa0earing wa!!s._._..._..»............».....»..... .:(Table 5)..».......:..........._....;b - ft in. Gable End Wall Bracing� ... — — — Full Height Endwall Studs.....»....-.»»....»-..._._._....». (Fig 1 D)_._....._....»....,....._........_.......__...».:....... WSP Attic Floor Length._____..::.....__:............_....(Fig 11).»_..__.............._._....»...._ ft 2:W/3 'Gypsum Ceding Length(If WSP not used)....:._......_:(mg 11) ft z 0.9W - - and 2 x 4 Cbnfmous Lateral Brace @ 6 fL mm_(Fig 11)..............................._.._.._»..».._........» . or 1 x 3 ceiling fiming strips @ 16'spacing min.with 2 x 4 blocking @ 4 fL spacing in end joist or truss bays Double Top Platie ; Splice Length .._.._.-.:_:....:....................__._..(Fig 13 and Table 6)........................._.»._ft Splice Connedion'(no.of 15d common narls)..__..._._..(Table 6).._...__.»........_............._..y.»._».... . �W ra Town of Barnstable Regulatory Services � $ Richard V.ScaIi,Director s63q. i6%, 6 ► Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstablema.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I,, ot)6- L-A d&�c L 9,8 ,as Owner of the subject property hereby authorize I fy) to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) "."'Pool fences and alarms are the responsibility of the applicant. Pools are,not to be filled or utMwd before fence is installed and all final inspe 'ons are perf, ed and accepted. ignatre of Owner of Applicant �� � Print Name Print Name "Rai 5� Date . Q:F0RMS:0WNERPERMISSI0Ie00I S Town of Barnstable Regulatory Services oFTiE ro Richard V.Scali,Director Building Division RdRRiC7ARrR Tom Perry,Biding Commissioner %6 ��� 200 Main Street, Hyannis,MA 02601 wwW town.barnstable.mn us Office: 508-862-•0\ _ Fait: 508-790-6230 HOMEOWNER LICENSE ON � 'Please Print JOB LOCATIOK number \ street v7Iage "HOMEOWNER": � . name home phone# work phone# . � CURRENT MAII.ING ADDRESS: city/town state rip codc The current exemption for`homeowners"was extended to in a owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire 4o,does not pos ess a license,provided that the owner acts as supervisor_ DEFWM OF HOMEOWNER Person(s)who owns a parcel of land on which he/she reside or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures a\cessory such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a hom er. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shaZbe onsible for all such work Rerformed under the buildinz Rermit (Section 109.1.1) The undersigned`.`homeowner"assumes responsbili r compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she unde ds the Town ofBamstable Building Department m;nui um inspection procedures and requirements and that he/she will mply wt said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-famil dwellings co 35 000 cubic feet o larger will be r ed to comply with the State Boil ' Code y � n min� � � �r � � Section 127.0 Construction Control. / Y HOMEOWNER'S TION The Code states that: "Any hod1 eowner performing work for which a building permit is required shall be exempt from the provisions of this section(Ser-pon 109.1A-Licensing of co ction Supervisors);provided that if the homeowner engages a person(s)for hire to do snclYwork,that such Homeowner sh ct as supervisor." Many homeowners who use/this exemption are unaware that they a assuming the responsibilities of a supervisor (see Appendix Q,Rules&ReguIati?ns for Licensing Construction Supervis ,Section 2.15) This Pack of awareness often results in serions problems,particularly when the homeowner hires unlicens persons. In this case,our Board cannot proceed against the unlicensed pet son as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeo�wner is fully aware of his/her responsibilities, any communities require,as part of the permit application,that the homeowner certify that he/she understands the respo, ibiIities of a Supervisor. On the Iast page of this issue is a form currently used by.several towns. You may caret amend and dopt such a form/certification for use in your community. QWPFII ESIFORMS\bm1dmg permit fonDs=RFSS.doc Revised 061313 l TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. Map Parcel Application# Health Division Date Issued Conservation Division AIL Application Fee Tax Collector Permit Fee �'-w>,-Sd Treasurer ek Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 25 Ti S g oo t sru rn IR4 . t Village Owner• CU blAwle- r►j::tVvea . Address Telephone SoS� '3Z$' �,gaa Permit Request klkl�� AVxc4n -1C�ha 1�� � w LW Mraaty\ Gln w vv�,� cars Square feet: 1 st floor:existing OL101 proposed 3S3� 2nd floor:existing proposed To`i'new x Zoning District Flood Plain Groundwater Overlay M 4 Project Valuation Construction Type \NWLFmme r r Lot Size 10 - Grantlfathered: ❑Yes ❑No If yes, attach supporting tl cumentatton. ' Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 40 Historic House: ❑Yes Wlo On Old King's Highway: Vres ❑No r Basement Type: 2full d Grawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) RZ Number of Baths: Full:existing 2. new $ Half:existing 1 new Number of Bedrooms: existing 3 new O Total Room Count(not including baths):existing _new First Floor Room Count Heat Type and Fuel: I Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes W o Fireplaces: Existing I New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:Axisting ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes C�No If yes, site plan review# Current Use S I le Proposed Use SA M, BUILDER INFORMATION Name Telephone Number SKIS 342 3U46 34.4 ION Address License# OtIsto �c�w.w4ac.v� 1UI�A Home Improvement Contractor# 11,0 12, Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO bets swidol IZ06P05c SIGNATURE DATE o� FOR OFFICIAL USE ONLY APPLICATION# _. DATE ISSUED MAP/PARCEL NO. a ° ADDRESS _ F VILLAGE t OWNER - w DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL k` PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING � � _ O'er� DATE CLOSED OUT s _ ASSOCIATION PLAN NO. - i Jan-30-05 02 :43P P_02 r Permit# Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Proposed additions and alterations to Langeland Residence Report Date:01/30/08 Data filename:C:\Program FileslChecklRESchecklLange land.rck Energy.Code: Massachusetts Energy Code Locations Barnstable,Massachusetts Construction Type; 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 14% Heating Degree Days: 6137 Construction Site; Owner/Agent, Designer/Contractor: 25 Tlsquantum Road Jack Klim Timothy Lufl Cummaquid, MA 02637 .lack Klim Contractor Arehl-Tech A.ysociates, Inc. P.O Box 62 6 School Straet Cummaquid,MA 02637 Colull,MA 02635 508 420-5335 J Ceiling 2;Flat Gelling or Scissor Truss: 426 30.0 0.0 15 Wall 1;Wood Frarne, 16"o.c.: 720 13.0 0.0 49 Window 1:Wood Frame:Double Pane with Low-E: 83 0.320 27 Door 1:Glass: 20 0.320 6 Door 2:Solid: 20 0.290 6 Floor 1:All-Wood JoisUTruss:Over Unconditioned Space: 420 19.0 0.0 20 Furnace 1:Forced Hot Air;84 AFUE Compliance Statement:The proposed building design described here is consistent with the building plans,specifications,and other calcul t ns submitted with the permit application. The proposed building has been designed to moat cite Massachusetts Energy Code a uirkntsin check Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Chac li ,T for this building,and the cooling load If appropriate,has been determined using the applicable Standard Desi on the Code.The HVAC equipment selected to heat or soul the building shall be no greeter than 125%of the d ld in Sections 780CMR 1310 and J4.4, Builder/Desi Company Namo Date __._._._. _............................_. ProposedIons and alterations to Langeland rice Page 1 of 1 W-O N-31-2008 12:08P FROM: TO:5087906230 ( P.1/1 Town of Barnstable y 2008 JAN 3Q t.Actulatory Services Seal ` SAME AUM ' Thomas F.Geiler,Director ►`� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Usingy A Builder I, '—DtPAy)Q Law e , as Owner of the subject property hereby authorize .,TPrC.XL- �WA to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) i tore of r ate Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FO RM S:O W N E RP E RM I S S ION ov-28-07 11 : 31A P_01 MEOW ARCHI -TECH t �, c� j 6 school strPel t SOR.420,5335 f 508.420,5304 n 5 S U C I A T E S.�!- i_U-11 cotuit,rnA 01635 a inlnrR�architechassnriites.cum a r c h i t P r i u r a I d e s i g n _ _r - arch i tech assoriates.com TRANSMITTAL flats: November 27,2007 ❑Crop-Off ❑ Pick-up U Mail Cl Overnight To: Sally-Town of Barnstable Bldg.Dept. 508.790-6230 ■Fax ._ Pa fYes 2 cc: - — ❑Other_ Ref;ardin,g: Langeland Residence-25 risquantum Rotid,Cummaquid,MA - Rernarks Sally, Qf Could you please show this to Torn Perry for rovipw of setback i5sup5,Our setback at the rear of the addition would be 28.1'and the front corner would be 27.5'.The existing house is approximate-ly.36' from the front property line.The proposed addition is a sinyle-story structure. Looking forward to Toms feedback. Regards and thanks, Tim \1 10 V V J Ti rnothy Luff I Frortt; .._ ' III THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA I Nov-28-07 11 : 31A }y' P_02 J. F N CAPE ENGINEERING, INC. OUTH PORT, MASS 939 Main Street ACHUSETRoute TS 02675 23 00 4 • �9 LOT14 70 10,069 SFt 690 714 713 • J-z�h.'.. 4..3..t2 f 7+ 74 3�R'.'- 4.2REI V DRIVE DRIVE / p� 711 716 \ 4.2.5 27 710 / 24.20 n.jfn �- DRIVE / O�U 17 / -5.94 719 \ 709 + 2�A ,26 LI ATIO 0r DRIVE EXISTING oR\ 0 z / 725 24 DWELLING 72' +I�E / �l 23.81 .3.7.3 PATIO COR 21 30 �(/c r. ARIVE 21 OOR �k( /� O� / N 1`v 1 707 �� � .,�,� �.cam• ., -_ . EP 109 / + +�QO 701 ,�/ F 4 406 �. EP .{)n \ 702 i 7 24 �Dc EP R 19�� 0.00 • a +0 an 2004\07-204 KLIM\c1wq\07 -204 KLIM.dwq. 8/20/2007 10:31 :02 I'M 1 :242 ` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 352 Parcel O t S Permit Health Division UI-070 JU>Li_, 1_/_� VIU16 i Date Issued Conservation Division 7576rl Fee Tax Collector : . - J ; Treasurer t-Z I Z-.b-Od•1-_ fCSYS' TEM MUST BE �.. I4 ST;o !_ED INv COMPLIANCE Planning Dept. Y' YH TITLE 5 Date Definitive Plan Approved by Planning Board `` ENVI OMMENTAL CODE AND TOWN REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address 2 S T ISQuAo.JT-O pn Village " "� ?G��c-y�S�11�- lP � . Owner �"o�nnn Ga-4lny 1Gkk VAA Address 5 T'�S© �u4o�-r-y w► SUM Telephone So 3�z 3"Zro � Permit Request _R<_YAe4JeJ kLs+ikis ac_� t�Z_favEll Lac- Ly bg.+-(A,s cAN, 2AjD tov\ -� Square feet: 1 st floor: existing 12 0 proposed . �ZR 2nd floor: existing proposed Z(oS) Total new 1 ` e Valuation _� (.d0 Zoning District 1 Flood Plain Groundwater Overlay Construction Type Woo-b 'V7e-A^6 Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 3 0��'3 S yeS Historic House: ❑Yes alo On Old King's Highway: 07Yes ❑No Basement Type: ❑Full ©"Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.)* © Basement Unfinished Area(sq.ft) 9504 Number of Baths: Full: existing new . Half: existing X new Number of Bedrooms: existing 2- new I Total Room Count(not including baths): existing new 3 First Floor Room Count Heat Type and Fuel: C"Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes 1 No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 2160 Detached garage:�existing new size Pool:)6 existing new size Barn:)existing Xnew size Attached garage:X existing illnew size 2DX74- Shed:&(existing new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 5 No If yes, site plan review# Current Use '5 n !Z 4v-. Proposed Use S J,N4, _ !PVA^A" I BUILDER INFORMATION Name Telephone Number 'SOW 3r,.2_--3'Z(oQ Address S `�'�S C; Vwea�nr w` License# O n 31 c`'""` Home ImN rovement Contractor# 11q 2 Worker's Compensation# 5_87?-'J4(-76D ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO MWC0--bexs Sp vj k. 16NATURE DATE ti '1 FOR OFFICIAL USE ONLY -- - PERMIT NO. DATE ISSUED " ^MAP/PARCEL NO. � . i :' . : ~i r - ,- •` � ��. _ �. ^ . _ ' ADDRESS VILLAGE - OWNER - 71 DATE OF INSPECTION - FOUNDATION - -- FRAME V INSULATION loot - FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH' FINAL GAS: ROUGH I FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. H • TOWN OF BARNSTABLE ' CERTIFICATE OF OCCUPANCY--BLDC.PMT.#51131 PARCEL ID 352 015 GEOBASE ID 25355 i ADDRESS 25 TISQUANTUM ROAD PHONE BARNSTA4LE ZIP - LOT BLOCK LOT SIZE --� DBA DEVELOPMENT DISTRICT BA ' PERMIT 55531 DESCRIPTION CERTIFICATE OF OCCUPANCY--BLDC.PMT.#5ll31 PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: Im BOND ' $.00 pk � CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1, PRIVATE P RIMF " * BARNSTABLE, + MARS. 039. A�O� �Ep BUILDING DIVISION BY —_- DATE ISSUED 06/20/2001 EXPIRATION DATE z + TOWN OF BARISTABLE F. BUILDINC-'PERMIT ,PARCEL ID 362 015 GEGBASr 1r)5 . ADDRESS 25 TISQUANTUM ROFT) PHONE BARNSTABLE ZIP LOT .SOT SIZE DBA DISTRICT BA PERMIT 51131 DESCRI �' k.,. . .. ° SEGdPT#2061-029 PERMIT TYPE BADDI TITLE �jdILDING PE.�: _ TION -- CONTRACT02S: PROPERTY OWN,s R Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: 1NE BOND i ,- A�.0() CONSTRUCTION COSTS $! 01 .00 QA r 434 RESID ADD/Al,...-/CONY PRIVATE P.1*1 BAItIVSPABLE. •' v MA83. _. - � • _ FG N11� BUILDING DIVISION BY - DATE ISSUED r EXPIRATION DATE m+ TOWN O]'wB,.,.w....�TA ; PARCElt -..GEOBA aE ID 253t• ADL1= fUM ROAD 4 ?HONE lip If: • I C�ta'1 113LOCK � �..a`� DBA ENT P. RE" L31 DE SCR, 'I M ADD C M.i'2BDRM83 ABOV11, SF2'4P` #20jl.-029 PERMI. ►.DDI TITLE, BUILD' O PERMIT ADT:,t3''.i'I014 (l"0NTRACT,,,..: PROPERTY OWES Department of Health, Safety 44 ARCHITECT& ..and Environmental: Services TOTAL FEES: .$430-92 V E 130t4D ! $1.00 CONST_RtiCTIaN. POSTS $1. 39,008 ,00 � QA . �•7 .i♦S.I.D ADD/A,TjT/C'ONV e.. - ,., s. P•R.i;VATl?: P,it,; � '��"YV' • .. . H�1RN31'ABLE, . MA8$. 39.16 `� y BUILDING DIVISION Tar ;UED 01 /17../ ` F EXPIRATI.)., THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY'STg ET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY;NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREETjOR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS•fir PERMIT DOES NOT RELEASE THE APPLICANT FROM.THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE,. SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE, REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- ANICAL I (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE INSTALLATIONS. 3.INSULATION. OCCUPIED.UN.TIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. i BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS _., / '�P,,��p �. plr � D pox j .�►//� 2 2 • . 3 1 rH&nG INSPECTION APPROVALS ENGINEERING DEPARTMENT' c� o BOARD OF HEALTH OT SITE PLAN REVIEW APPROVAL Kj ' � I WORK SHALL NOT PROCE D UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON-THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS Of DATE THE PERMIT IS ISSUED AS , TELEPHONE OR WRITTEN NOT_(FICA- . TION. NOTED ABOVE. TION., o BUILDING PE ..RMIT -7 'pv zoa2ls c5av e-, i s V The Town of Barnstable eaAvsrnate. Regulatory Services rEo►�►�' Thomas F. Geiler, Director Building Division Ralph Crossen, Building Commissioner 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax:' 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion. improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but notmore than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements.. Type of Work: u��c�n � �1 - Estimated Cost Address of Work: s 7%.%4*3 T - Gu v✓`w�,q.q vLl !1/l Owner's Name: .Se��w\, -'�`�M �C�t Wk Date of Application: Vk l"ZI t I hereby certify that: ` Registration is not required for the following reason(s): []Work excluded by law []Job Under$1,000 []Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name q:forms:Affidav I 790CMRAppa j -TaWadSZ2b( - Pt mcripdm Puka;a for Oae and Twowasu*Nssidmdal Baiubw Sewed with Fad Fads MAMIUM Mu = a3a:mg Giadag Ceiiins a u 2!"imil lks== sob f4mus/Cm ag Am'(A) Uvaios It-vaiur' &vdaof wag h.- - er , Emd =r' Paci;sae tGvdaa' 1Gvaiue' ' 5f01 to 6500 Hods;Oe�esa Darr' Q 12'% OAO 1 38 13 19 1 10 + 6 N R 12% 032 30 19 19 to. 6 Noaffi1 S 12•/. 030 38 13 19 . 10 . 6 M AFUE T 13% 036 38 13 25 WA WA Nosaai � U 13% GA 38 19 19 to 6 Noncd v . IS'/. 044 38 13 1 25 1 WA WA UAM W r 13% om 30 19 1 19 10 6 M AFVE X IS% W2 38 13 25 WA WA Nonnai Y IVA 0.42 38 19 2S WA WA Nanrmd Z 18% 0.42 3E 13 19 to 6 "AFUE AA 180% OJO 30 19 19 10 6 90 AFEIE 1. ADDRESS OF PROPERTY. Z S TkS QJ IA l-ATy m �FI L 2. .SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): ld �' S. SELECT PACKAGE(Q—AA-see chart above): � NOTE: OTHER MORE INVOLVED METHODS OF DETERM NING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-fomLs-i980303a 780 CMR Appendix J Footnotes to Table J5Z.1b: Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space, but excluding opaque doors)to the gross wall area, expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 fl of decorative glass may be excluded from a building design with 300 fl of glazing area. 2 After January I, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used ' The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R 38 insulation may be substituted for R-49 insulation. Ceiling R values represent the sum of cavity insulation plus insulating sheathing (if rued). For ventilated ceilings, insulating sheathing must be placed between P S ventilated portion of the roof. the conditioned space and'the en 'Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, requirement structural sheathing,and interior drywall.For example,an R-19 could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall c____Mwdons,but do not apply to metal-frame construction. 'The floor requirements 1 to floors over unconditioned spaces(such as unconditioned crawlspaces, basements, q apply or garages).Floors over outside air must meet the ceiling requirements. 'The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement,as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'The R-value requirements are for unheated slabs.Add an additional R 2'for heated slabs. • If the building utilizes electric resistance heating use compliance approach 3,4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest eff ciency must meet or exceed the efficiency required by the selected p*ckage. 'For Heating De Da requirements of the closest city or town see Table J5.Z.la ,. F S S� Y NOTES: a)Glazing area and U-values are maximum acceptable levels.Insulatlon R values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b) Opaque doors in the building envelope must have a U-value no greater than 035. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table JIS.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the f the door with our windows and use the opaque door U-value to determine compliance of the door. glass area o y One door may.be excluded from this requirement(Le.,may have a U-value greater than 035). c) If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes,.two or more areas with different insulation levels, the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(035 for doors). 43 r LIVING SPACE (high end construction) &a square feet X S115/sq. foot (above average construction) square-feet X S96/sq. foot= (average construction) square feet,X S57/sq. foot= GARAGE (UNFINISHED) , " square feet X S25/sq. foot= PORCH square feet X S20/sq. foot= DECK square feet X SI5/sq. foot OTBM square feet X$??/sq. foot= Total Estimated Project Cost YZZ d ' For Office Use Only InclusionarY Af brdab/e H0usiln7 Fes Residential rl Commercial** Property Owner's Name ,= Project Location Project Value P 't Number "Existing Sq. Ft. ** posed M SC Ft. Fee S I AHFORNI 113100 A i The Commonwealth of Massachusetts == — Department of Industrial Accidents - ,� _=° �= -= 011�ce of/naest/gat�oos _ = 600 Washington Street Boston,Mass. 02111 Workers' Compensation Insurance davit name i T .J 0�y� t t�✓� location S ►yA city yVk%FAQ,th. # ❑ I am a homeowner performing all work myself. ❑ In sole rietor and have no one workin in any ca acity n f r 1 s working on this job.nsatio 0 co e orkers J r ravidin w g 1 my�P� I am an mP .............................:::::::.::::::::::::::.:::::........:.:: ! x... ::.::.::........:::: :.::. m an >naate: _ ... sx­ :: :::::: : eldres3� C.I4' : :.. nhone# ::«:s::>::>:>:::>:::. ::. nsui'artce co:;x:' - am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers'compensation polices: xx com an name: {i:;:::+:?:%+:?Lt{{:`:!::ji' ::;:;::::'f:ii?isiiiiii::`:<>.vi?C4i:i:;:ii?:}'i':i:ii'rj: i:Y�i: ....... ..:............:..:.......... ...`.. ..:...'.. ........... .., .. .... ................... .... ... .. ........�...................... :::.:......................................................................-.:......................................:::::.:::::.::::::::...............................:..... .......... ............................... . ...................................... ........ .................................... :::................................ .•:�/' :;';:i'<:Y;i:;i>;:y:;i: ;:;:!;:y;:i;:;:;:;?i::L'{:Lyi?;i.... e "ion :::................................................. ................................. .......................................................................................::::.........................................%.:.:. ............ ri .......................................................................................... :..........::...::::..............,.......................................... ............. addre3ss ..;:.;... ......:::.:::...............::.:.;::.;:..: Iib ne X :; Oil Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalfles ota fine�to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a tine of S100.00 a day against me. I rmderatmd that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do here certi the pains and penalties of perjury that the information provided above h trw and comet Signature Date t d Print name •'—S'D�n�n .` V^ phone# 362^3Z 6 official use only do not write in this area to be completed by city or town oMdal city or town• permit/license# ❑Building Department ❑Licensing Board ❑checkif immediate response is required []Selectmen's OtIIce (]Health Department contact person: phone#; ��er (rmed 9/95 PJA Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legaFrepresentatives of.a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who`resides therein„or the occupai t of the dwelling house of another who employs persons to do maintenance, construction.or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency,shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage.required.. Additionally,neither the commonwealth nor any,of its political subdivisions shall enter into any contract for the performance of public work until acceptable,evidence of compliance with the insurance requirements of this-chapter have been presented to the contracting authority: , Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names,address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and, date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if Ta . h are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the. affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please 'be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returiied in ; the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions.; please do not hesitate to give us a call. Nor The Department's address,telephone and fax number- The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 exL 406, 409 or 375 EXi571 sys� Afee 4-2ex MR = v,s l 0 O O 00 4`7 L3�Ncl-1 /y.R�fG - . Tl Sl)UFWV77V AJ 4-2z ror. p,= CbA/G �btr�ap.a Z/,9L4 A/G VD ! --------- TOP OF FOUNDATION C �v V% •;' Fin;,L,a, �,,¢ � CONCRETE COVERS !': 4"CAST IRON 9� nnrr,. rnnv F�tA/, Co/L�DE s 2,Z.7',S' MAX. \ n /'7L ,�; OR SCHEDULE 40 '( P.V,C, PIPE MIN, 4 SCHEDULE 40 P.V.C. (ONLY) ►�� PIPE"'ie'�zca 12��MIJJLEACHING TRENCH .....REQUIRED ' PITCH 1/4 PER,FT PITCH I, , ,,,,,f f WASh EDm STDNE r''• INVERT GAS ,AFFLE � n n �. EC.Ll.ta c ci�_ n`rVn ram' r'•lf'nJ 1 ; SEPTIC TANK' INVERT INVERT EL EL?2.14. 6 S7DNEEL.z! f. ,`.• INVERT FLOWDIFFUSORS ( ) ELAA.7,/.... ' GAL. INVERT- � 9 OIST. DIVERT INVERT e BOX ELZ/..5 .... EL..... �6"�RUSHE�ONE ........ 4,t PROFI LE OF .46 SEWAGE DISPOSAL SYSTEM GROUND WATER TABLE SOIL LOG TYPICAL CROSS SECTION DATE `T!!.?,?oRI, TIME Vie'°o.�9/?. . NO SCALE LEACHING TRENCH . TEST HOLE I TEST HOLE 2 NO SCALE ELEV. Az :?Z,. .. ELEV. ?A`' . ... DESIGN DATA . t ' NUMBER OF BEDROOMS '3 , , ,, 12 MIN, WASHED STON E TOTAL ESTIMATED FLOW . . .33t?. . .. GALLONS/DAY BOTTOM LEACHING AREA .... ... ... ... SO.FT./TRENCH Et 64-" o 0 Z, SIDE LEACHING AREA . . . . ... . . . .. . . SQ.FT./TRENCH • GARBAGE DISPOSAL . .. . . . . ..(50% AREA INCREASE) WASHED TOTAL LEACHING AREA SQ.FT. STONE PERCOLATION RATE • , , , ,,, , , , , , , , ,,, ' PER. INCH LEACHING AREA PER PERCOLATION RATE ,,, SO.-FT APPROVED . . . . . . . . . . . . . .. BOARD OF HEALTH GROUND WATER TABLE .... ...WATER ENCOUNTERED DATE .. . . . .. . . .. . .. .. . . . . . . . . . . . WITNESSED BY : AGENT OR INSPECTOR . . . . .. BOARD OF HEALTH ZO 7- . . . . . . . ENGINEER . . . . . . . . . . ZS Tis¢u/+A/ PETITIONER ; J I N 5 off 508-382-4541 ���.,{�� 1 fax 508 362—e680 BW/{stabk Harbor down cape engineering, inc_ C/V!L EN6/NEERS Locus LAND SURVEYORS 939 Main Street — YARMOUT/-/PORT, MASS. ZONING SUMMARY a tn Ch ZONING DISTRICT: RF-1 �b ?_ MIN. LOT SIZE 43,560 S.F. a a Rouf MIN. FRONT SETBACK 30' 64 MIN. SIDE SETBACK 15' �� re MIN. REAR SETBACK 15' LOCUS MAP SCALE 1"=2000't ASSESSORS MAP 352 PARCEL 15 LOCUS IS WITHIN FEMA FLOOD ZONE C LOT 14 10,069 SFt o ��6g PROP. STAIRS FOR BASEMENT ACCESS O \ / .PATIO / EXISTING / DWELLING PROP. PORC.4 \ / r� 0 / �0 / 30,3. \ 8 PROP. ADDITION 1 / S \ R Ag. OWNER OF RECORD DOUGLAS & DIANNE LANGELAND 25 TISQUANTUM ROAD CUMMAQUID SITE FLAN SHOWING PROPOSED ADDITION REFERENCES AT L P 73 33 C 25 TISQUANTUM ROAD CUMMAQUID :�H OF ryas PREPARED FOR ^= ARNE M/M D. LANGELAND oyGN H. OJALA N JANUARY 29, 2008 7 q No.2 48 Scale:1"= 20' o DATE ARNE P.L.S. 0 10 20 30 40 50 FEET j r • ' o v A 'v y (V V m � � o y ea ------------- w E 1.In OECK'6/VINYL RISERS 6BATH I N .�ON P.T.STAIR FRAMING BEDROOM I I ate rak' r-ek• v- 12'-4' P` E%.DOORMpJ� ^� A3 ON 2-m W—7 A3 OUSTOM RAILING - rANO RE—OED � rn EY N,�' 3 - - 'Ki 7 _ - V rn N __ ______________ ___ _______________._ 'A ______________________ �Q 'F w .. $ iEx.WINDOW 3. u, , 6 6 w .s' $ w j B'DIA LONL.TUBE � - Ix4 IFE DECKI BOOKS ON P.T.F - • ALIGN (I2'�Aa) TW 2432 �� o w , i v , i ------ "4 .h PANTRY OVENS -----• ----- - OFFICE m f V E° CANTILEVERED FLOOR i ____________ ____________________________�___ ABOVE O EATING -�g�Ir�cHENVESI KITG EN DINING v •- ° t ( NEW OPENING FOR It., CRAW.SPACE ACCESSQ - - < - -. R.O.3-0 I/B%4-8"1/B ',n' R O.2-2 I/8 X 48 T/8 ', O°o°o O q ALI 2-8 -B (�y y. DECK ll ` = v O O ,; (POCKET) 1 - CRAWL SPACE =p 'I MUD 35'X35' A-LAM';- I� CLMN. D IW Ix W ' i i i S� b�ABLERED BED '` _ .�b 30%30 .f�f9 "Q is� NEEDED 6-T OPENING ALIGN :� pp 3X iid 1� '' (31 2x 10 BEAM , -- — III 24�2 A. % CELLAR SASH I ,---------�-------------- EDGE OFF Ar k--------------- - ' sLOPevc ulls ;;------------�I------- ' I 2•coNCRETE ------- - --' OU5TLOVER - _ 1 , ---------- ------' GO D. PORCH (3Deorsl}--�' -T-'-'- I:IN-INCs;-----'-' AN BpEOpRRE ' ' - / i= T_ _____ii t_______ _ _ AND RE-USED MOVED _________ ________________________I i B•COWIZ"WALL -'R ON 22'XI2•LONLRETE _ __ ___� •LM/ON Ex CONL. o c i� 5/B'FL.GYP BRD. c FOOTING WALL NEI W.KEY ____________ii i _i_ ____� SLAB(SEE FIRST FLOOR ii O"NEW WALL------------ ALL r REAM EXISTING PLAN FOR LOCATION) SEE 5EC.B/A-3 ........ _____ _ ____________ 4 --_e?_`u_:co m� FOR TOP'OF FIVIN. - �brv._ m a lac _6�ia 6Ht g TW 3442 EX.WINDOW ` FOMDATION GENERAL NOTES: _ �U�osu_ o rrD v _ I GENERAL PLAN NOTES m m g - 3 ;< �� S c�7== A "N a DINING ; -ALL WALLS TO BE 2X45 a I6'OL. -CONCRETE FROST WALLS TO BE 8'THICK - " - i ry ON ONN 2'XI2�'TE55KET(ElDffII LONTINNL >. omn _______ _ _r___________. 4-gJL6 L -,LP.� IIfNLE55 NOTED OTHERWISE) rq L.F IW GHT OF I)1 3/4'X 4 I/4'LVL YV a,�. " To MI BE BASE°ON GRADE LDNV ITIO ,,4--0- I _ _ I� ''� O -WUmOWS TO BE MIN.FROM FIN.GRADE TO BOTTOM OF FOOTINS) u c mi „:e q'F 7FLIbH) 'PNDERSEN-400 SERIES SNAP IN GRILLE '- � a o„a e u !_____________ ____________ b-q ES _ (,WITS. -CONCRETE WALLS/FR05T WALLS WITH 4'1HI6K uu+ u �r'�mdom STONE VENEER TO BE 8'THICK ON 28'XI2'CONT. s-n_r E:v`m m Y d .� -REFER TO ELEVATIONS FOR WNDOH CONC.FOOTING W/KEY;PROVIDE 2 ROWS OF pHy R.O.HEIGHTS ABOVE 5IEFLOOR -4 REBAR•TOP l BOTTOM OF WALL.WALL AND GRILLE PATTERNS HEIGHT TO VARY(REFER TO FO PLAN, ^, ! x N O_ SECTIONS.AND ELEVATIONS FOR PULL WN&n5) W ORILL4SREBAR !_______________ ____ ________________________ n pl. - -WALLS WITH POCKET DOORS TO ♦•I 6-IWO EX.FOUND ION Tv BE 2X65(IMCAU -SILLS TO BE 2%6 ON P.T.2%6 SILL W/V2' WALL O I2.OL.VE LALLY ry ANCHOR BOLTS a RE O.L.MIN ANp a 12' O V FROM CORNERS•TIERS SHALL BE A MIN.OF _ !_____�_ ________ _____________________ _____. yV BRICK R15ER5 WALL/DEMO = . STOLE LANDING 2 FRO5 PER SILL(GARAGES 1 PORCHES N A` O YIT FROSTWALLS TO HAVE SINGLE SILU W Q LNEXC ATEO 'E 4'THICK LMU a PO GH - _______- WALLS AND ITEMS TO -CRAWL SPACE SLAB TO BE 21 CONCRETE .Y i./ m BE REMOVED MTLOVER(3000 PEI) O�LL GRADE LEVEL 6%6 POST r I N C TO SUPPORT BRICK WRAPED WITH I% ^`V/ B•CONCRETE FROST WALL EXISTING WALLS i0 -AREAS BELOW WOOD FRAMED PORCHES TO ------ -- --- ON 20'%13'CONCRETE REMAIN HAVE 6'WELL-GRADED GRAVEL L (V FOOTING II/KEY 5'-4k" 3'-Tk• - �' NEn WALL5 -CELLAR 5A5NE5 TO BE ANDERSEN 428I7 NF-' C (200 SERIES)RO.=2'-B 5/B'X I'-TI/4' <� (a O q'-0• 3•ak' -2k" DEMO NOTES C -FOOTINGS•COLLVNS TO BE 12'THICK; IT _ ANY FOOTINGS 42'X42'AND LARGER N 3 3 fi TO TIN6 DASHED MOVED L MNOOTT�°I A95 TO HAVE 15 REBAR O 12-OL,EA WAY N^`•� u' (FOOTING SIZES NOTED ON PLAN) V/ NEEDED OR REPLACED AS NOTE°. CENTER OF FRONt DOOR -CONNECTIONS OF FULL NET FSECtRE ON E ABOVE - - G WALLS TO FROSTWALLS T T BE BE SECURED W/ O c Ln G � KEY(CAST FROM 2X4) T� f^I A3 -AAOF�50EE MIS ARIN6 CAPACITY V (��`V 3 - SF NO FOOTING TO BE PLACED IN WATER Q F O U N D A T I O N F L A N F I R 5 T F L O O R F L A N EXISTG.LIVING AREA 3qjqL5 SO.50.FT. OR FROZEN SAIL NEW LIVING AREA=333 FT. 5 L A L E: 1/4' = I'-O' -CONCRETE STRENGTH MIN FC=3(K10 F51 �Ob N0. O134 SCALE: I/4" = I'-O' TOTAL=13325O.FT. AT 28 DAYS date JANUARY 28,2005 scale AS NOTED - drawn MNb rev. rev. a A- 1 . o _ 0 ry M ISSUED FOR CONSTRUCTION snc: I of e S E O V G � N A c •O F c N f t�0 v Cd) c yo G m A3 A3 o a+ A INGLE SHINGLE cauRSE H . A3 0 0 0 TECTURAL a ARLHITECTVRAL ASNPALT HITELTSUL ASHPALT nriGx Px.1oD ARLNI SHINGLES ASHPALI ROOF SHINGLES ROOF SHINGLES ROOFAL6N EX SHINGLES C WFASCIA AT APORCHIL Q] ADDITION ILI 12 3 WL.SHINGLES •- �}A�Lp�R ►B O MAATCH)EXISTING) A3 ► 4 •SCY.OND Flail(H0 ' Y o SECI�AD FLZ3FC(NOIFET -_ b 8018 BED W/2X LAP 8018 BED W/]%LAP Till (TO M5 CORNERBO CUT POST BUILT- MA AS CORNERBOARDS 6X6 POST WRAPPED ~' (TO MATLN E%15TIN61 OUTD (TO MATCH EXISTING) W/I%5(T X T - N IX5(T X T FIN.Di 01 V FIN.'D.MJ C16TOM RAILINGS, WC.SHINGLES BALU5TER5,AND F05T _ _ (TO MATCH EXISTING) STONE PAVERSA BT POORCH F AVERS N AT PORCH FLOOR IX4 IFE DECKING E - -I A CUSTOM DECORATIVE W ORILK RISERS P.T.FRAME(12'TREAD) W/BRICK RISERS BRACKET RR55 •- Y FLOOR 8455 BASE �O6R(MA L{TET BASE •FI FL06R(flq!$F)- ABOVE IX YRAP L T XJ ••, ABOVE IX9 WRPP � V J V WC.SHINGLE A_ LA CANTILEVERED FLOOR ((55 5X../-).__________+ I (TO MATCH EXISTING) . row DECORATIvE J BRACKET FRONT EL E V A T I ON LEFT ELF— VAT I ON SCALE! I/4- 1-0- SCALE: ;/4' 1'-O' TYPICAL ELEVATION NOTES ROOFING: ARCH.ASPHALT SHINGLE5 TO MATCH EXISTING SIDING: WL.SHINGLES(5'ExP.♦/-)TO MATLN EXISTING CAS- IX5 JAMB/AEAD CASING YV VINYL 2X TAPERED 51LL TO MATCH EXI5TING CORNERBOARDS: 1X AX5 LORNERBOARO TO MATCN EXI5i1NG .8a -CAL EAVE: 1K6 FASCIA FV CONT.AL,Yd1 DRIP EDGE;IX SOFFIT W/PERF.BLACK VENT 1' ^.n c'r'B WHIM By 'ONRIX FREEZE 18003 CROWN S i.3 0 - -�op<n Q F HA RACES: 1X3/IXB ON IX BLOCKING TO MATCH EXISITVG - _- Ln ' Q� A L A6 a-+ OHITELIUR ASlPALT C ROOF AL O� c ROOF SHINGLES ARCFI�L�TURAS A5HPALT -ILE Ll u _ ALIGN MEW FASCIA 2x55 0 W OO. to W YYW EXI5iIN5 FASCIA +� Ln C — — — — — — — — — — — Q C LBOIB BED W2XL _____ _ (� �� •O AXS CORNcRECARD5 WTMU P�PIED ii N W•� (O X (TO MATCN EXISTING) W/IX'S IT X T C w FIN.DIMJ d� O �1 n�1 C CUSTOM DECORATIVE C455 BASE BRACKET ABOVE I"WRAP 'Q V i B FIRST FCRxi fMA/LFE%1� V a�,RSY FCOOR-MaSE)- -----__.�_ - PX4 IPE DECKING ON - -- job no. O"134 ' .T.FRANE 02'TREAD) -'' BLLESTOIE PAVER5 - 'NEW WINDOWS dale : JANUARY 28,20 6 --+ AT PORCH FLOOR (SEE PLAN5 FOR 51ZES SEBIB A5 NOTED PTO-- 5aE Pr/f 5 W/BRICK RISERS --' (TO MATCH Ex15TING) -" dram MN& + CUSTOM RAILINGS,, BALUSTERS,AND PAST FEV. REAR ELE VATI ON rev. F RIGHT ELEVATION Q SCALE: 1/4' - 1'-0" - m O SCALE A-2 O ISSUED FOR CONSTRUCTION 5na 2 of 5 ZS c O v o I^ vi A � O O{/� N XJ V e � � V M O A Y N ar m E 0 L Y y Y �D Cam! 0� C,^ Ql 2 ARLHITELNRAL ASMPALT VrT', In ROOF SHINGLES u FAY y MATCH Ex wD 5/B'LD%PLYWOOD Q�11 2%105 a I6'OL. ARLHITELTUREs ASHPALi ROOF ox 5/5'LOX PL P` YWOOD2MOS.16'CC. TOP OF DdL — 0�0 V O N O (MATCH EXISTINTIN&J I6) � �2XB LEILING YJ15T 2x9 CEILING JOIST � \ I Ib'OL.- 0 Ib'OL.W/ In'6YP.BOARD i/2'6YP.BOARD ON I%3 STRAPPING ON IX5 5TRAPPIN6 a--� R-30 Fb.INSULATION R-30 F6.INSULATION •—r WL.SHINGLES KITCHEN a 2)1 3/4'X 9 I/4'LA. In'LDx RYVYX)D BEAM V J V 7%45 0 16'OC. L R-19 F.6.INSULATIq! 3/4' Y LIVING 3/4' RYW00D 2 X 10 PLWOOD FLOOR 2 x 1Q FLOOR JJIST / JOISTS O I6'OL. J01515 R-19 Fb.INSU.ATION R-19 F.6.INBII.ATION 'alB FLR o FIRST FLGVR_ TLH E%ISIINGGT— ' TOP OF FOUNDATION _ MATLN EJ(ISTIN6T— p 0*01E] CRAWL SPAC E E55� CRAWL ', 2'CONCRETE LVaT ' LOVER(3000P51) TOP OFFING � d � � B'LONLRETE WALL •1 __________________________J� ON 26'X 12' ;_______ LONLRETE FOOTING ____________________________________________________,______________. M KEY SE0TI ON SCALE: 1/4' - 1-0" _ 'cVa c Dery 3a F'bm m o4 '9 6 ARC SVIIN6MIES A51a'ALT i-•T N ARCHITECTURAL A5HPALT 2XB5 OXb'OOL. O V 4-v 5/�8'GD%PYYYOOO 31n./LES � , �1/2 COXN6PLErvaoD �' C N 2X85 a W OC. may,5{,g Fop I 2X45 0 16'O L. (n��-� O ®LDBL- TE_ B SEI.OPD P�i�RIFOU.�E� —Ic`P OF O PORCH .RATE •��N (V C A` O 2 b CEEILLI .JOIST ® EX 5'-lY' v8018 BED W 2x LAP //��W// ru V2'6YP.BOARD Ifi OLR�IST 2X6 CEILING JOISTS nLn�LL �"1 b ON I In'6YP.BOARD w Ixb EDGE<CYR. W C N ON 0 STRAPPING Fb.INSULATION ON 1X3 5TRAPPIN6 VE5T. PORCH BEADEOARO Q G \ cm 3/4'TL6 PLYWOOD I nWRAR'FDj5 "m WL SHINGLE$ 2 X B FLOOR W15T I x �•� 12'Cox PLYWOOD JOISTS 0 16,OL. 4'HN/NLHED GONG. 2X45 0 16'O.G. R-11 FG.INSULATION 5LAB ON 6'CRUSV@D R-M Fb.INSULATION {n \/ m STONE BASE 'a,9 FLOOR SUB FLGbR _� v8455 BASE FL f-TTLEIEHIEM5T�) (MAFTGHTEXIST ) A S A�BBOFVELIX BASE O n�� C� �P-�TOP OF 12MT ION �TO`PJO_F Fd1JDATION OpV�E�S�TIBIA.E �/� i� lll���yyyaaa•y C V IMATCH E%15TIT O P RL�— CRAWL Ex.GARAGE SLAB (1)1 3/4'X 41/4'LVL COCONVER'CONCRETE r1)T Q i � BEAM 'THICK GM) ,] EX,GARAGE 5LPB Q z TO SUPPORT }(i a i BRICK RISER V OF FOOTING a i '. y J .. ___-_________ B'LONLRF.TF WALL job f10. OT34 ___________ __ ____ ON 2B'X 12' _ CONCRETE FXTINS B CONCRETE WALL f Yi/KEY data JANUART'28,2005 LGIY.RETE KE FOOTING Scale AS NOTED W drawn MN6 rev. 5EGT1 ON 5 E C T 1 ON rev, ; Q S C A L E. 1/4 1 -O' v1 SCALE: I/4' = I'-O' 0 A- 3 ISSUED FOR CONSTRUCTION I ant: 5 of s g o u O � � O �t L VI N fd V FLOOR FRAMING NOTES � c v - ALL POSTS @ ENDS OF BEAMS TO BE (2) 2X4'5 OR(2) 2X(i'S UNLE55 NOTED d � - ALL WINDOW $ EXTERIOR DOOR y HEADERS TO BE (3) 2X&'5 W/ 1/2" PLYWOOD UNLE55 NOTED s o - FIRST FLOOR JOIST5 TO BE 2 010'5 @ " 16" O.G.(UNLESS NOTED) - ALL WALL5 WITH POCKET DOORS TO BE FRAMED AS 2X6 WALLCn V � � 2X POST DOWN (FROM ABOVE) p( A3 Ag A3 +�+ E{ ATC EX.ROOF x - POINT LOAD 5T1 - INTERIOR LOAD BEARING WALL i0 REMAIN (2)2,90 FLOOR J015t L j ROOF FRAMING NOTESEn X,°F RYA T o o - ALL P0575 @ EN05 OF BEAMS TO BE '� Q (2) 2X4'5/(2) 2X&'5,UNLESS NOTED �xo cEa1Ns JP1sT - 010 6,O O.C. ry O ° ry - ALL WINDOW HEADERS TO BE (2) 2X&'5 oa*aD y� W/ 1/2" PLYWOOD,UNLESS NOTED C 1 • j� (31]x4 POST "i O d� 1� XIO ,b,T 1 n I 355'Lx35'VERSA-lAM d� a - ALL RIDGES OVER 20'-0" LONG j TO BE O 1 3/4 X 11 -7/8 XIO BEAM (])13/4'X 9,/4'LVL N• X ' ry'• - /.•X 9 v<•Lul -r T-1-I PROVIDE 2X10 LEDGER BOARD --------- I I I I I I Iik,I I I I I I @OVERLAY FRAMING FOR RAFTER BEARING/SUPPORT 1XB CEIL1NS JP1sr j_ _j_ r-- ----- ALL RAFTERS TO BE 2X0 S.P.F. N0.2 7F ]XI F R T 0 16 oc. j I — I I I o 1°•oc. ————— 0 ¢¢1ST,g�dj 1/4 LVL eEAR MU OR BETTER AT Ib" O.G. TYPICAL IP I t0 E�F 0 JOIST I REMOVED Eio�i wAs M SPACING,UNLESS NOTED R I T xI I I I I 0 I I I I I tI - 2X POST DOWN (FROM ABOVE) -n` om I I I I i I x - POINT LOAD A3 o CEIL A3 2X1B6 RFTERSg O4. INTERIOR LOAD BEARING NALL mm rmas.a_i e A s HU6flt 71Z °E51Fa° STRUCTURAL DESIGN CRITERIA +• vt (SEE PET.5/A5) O - FIRST FLOOR 40 PSF LL U) N O 15 PSF OIL C-0 c SECOND FLOOR 40 PSF N E f 6m how 1 2u CEILINS X15T � m=-4 axe RAF ER „ 15 PSF V °1O'°` n ATTIC/STO. 20 PSF }-� C 15 PSF Q - ROOF 35 PSF (t5 W) 15 PSF to N'� M LL C - EXT. WALL5 l5 PLF DL O N - INT. WALL5 50 PLF OL �J v - DECKS/PORCHES 40 PSF Q A3 A3 43 10 PSF job no. o�Ba F I R5T FLOOR F RAM I NG PLAN OE I L I NG F RAM I NG PLAN ROOF F RAM I NG PLAN date JANUARY]8.2008 SCALE, 1/4' . I'-O' SCALE, I/4" . 1'-0" SCALE, 1/4" 1-0" scale AS NOTED drawn MNG rev. rev. a 0 A-4 0 h ISSUED FOR CONSTRUCTION sbt: 4 of s MS o V o N Vf t7 10•/- J v�i u�i -V ITELT AT SHINGLES 15 LH ON O 15 LB.FELT ON 508'LDx L ELT ASPHALT SNINbLFS ~ t R SI YWO. EATN 15 INb IS LB.,FELT ON ON 5/8'LD% YY11 (d s• u'X 2X8 RAFTERS a Ib O. RYW SHEATHING 2XIO RAFTERS 6 Ib O.C.L. _ R-50 P.6.INSULATION ' v V 2 CEILING JOIST a 16 OL. 1X3BLOC RAKE ON v µCM.DRIP EDGE 12 R-3-5 0 Fb.INSLLATION � C Z I%BLOKKING ALUM.GJ TER ON 3 1B2•/- IXb FA5CIA A.m.DRIP EDGE µUN.WTTER ON I }' I%B FASCIA s ALUM.DRIP EDGE h E µI6N W/ — —— ALLM.GVTTER ON H—E FASCIA -.N HOAC FASCIA I%B FASCIA L Y IX SOFFIT W/CONT.—ppp(Ky W i= PER'. I'WIDEim VENT c ¢ IX SOFFIT VI Hm ip U M µUGH FV ¢ PERF. ENT WIDE I G I NOZE FRIEZE — ALIGN FV µ16N YV - O IIOF-E FASCIA FASCIA NEW BED MOLDING i0 � � MATCX EX.ON I%ON RYWOOD Q T,, " n y NEW BED MOLDING TO T}I• OF I%SOFFIT H/CONT. C Tk' p F• F NUTLH E%.ON IX ON PLYWOOD •/- 1. PERF.VEM 1'WIDE y, F IN&To HAT M ONDI%ON PLYWOOD -- Ey co O EAVE DETAIL AT LIVING AREA O EAVE DETAIL AT KITCHEN AREA O TYP. RAKE DETAIL U �SLALE,I I/2' I'-0' SOALE.I I/2'•I'-0' SCALE I I/2'•I'-0' ARLHITECTMA.ASRfALT SHINGLES 12 a L 15 LB.FELT ON 5/B'COX V SHEATHING I 2X6 RAFTE a Ib O.C. EXISTING 2X4 WALL 2Xb R RS 2Xb CEILING JOIST o Ib OL, R-30 Fb.INSULATION D*BF-1 NOTCH 2X6 CEILINGJ015i AL-DRIP E SUBFLOOR a FIRST FLOOR _ - IX3/I%B FASCIA FOOR_ORYT 11TMALER Ila FOR FLOOR JOIST µlbN W/ HO6E FASCIA— j• pp � EXISTINS 2 P.T.SILL RATE IX 5OFFI, eT NEW BED M-0LOIN6 To `¢p@ MATCH EX.ON IX ON PLYWOOD d5 5 T JOXb NAILER , 2Xb FLOOR JOIST EXI5TIN6 CONC.WALL ?cTj c_ _Dery�y E%ISTING`AAB _ 20 O DETAIL AT BAY IN KITCHEN AREA O DETAIL AT VESTIBULE FLOOR SCALE.1 1/2••1'-0' 1X3/1"RAKE O (�-a V ++ ACA`` t� of AHITECTURAL ASPHALT 5HIN6LE5 N W O RC 15 LB,FELT ON 5/b'LDX L PL—SHEATHING O-� b N 4• ` � In N -1 rC xB RAFTERS o 16,CC. ..e 2 �WC. < LE5 3 (] 2X LOX DX PLYWOOD Lx _ %b CEILING JOISTS I ^` (n E O.L. 15 � COX LHITELTURAL ASPHALT SHIN6LE5 Y � W•— BEAD 300— 4. Pl_ .. co EM 51¢ATHING LEAD-LOATEO O COPPER ON IX S LF IL IµLIM. IMAGE y Q 2X&.OLKING IX SOFFIT F/LONT. job no. OT54 PFItF.VEM 2'WIDE BED MOLDING BED MOLDING TO MATCH— `.�' date EXISTINb MOLDING ON IX O MATCH MWL01 ON WI Ix BLOCKING µ16N W/ ___ _ IX IW IX BLOCKING JANUARY]b,20 8 HEM FASCIA %b CEILING JOISTS Scale A5 NOTED OO S'-1 VY FROM OP COL. — —— NEW BED MOLDING i0 b'OL. uu11 TO Bz Yly1.•IYJIEE MATCH EX.ON IX ON PLYWOOD EEAOOB AW (2)2xB BEAM(COT) dam MN6 W/I'BLOCKING AWN AS rev. NEErev. I 4 o O RAKE/EAVE DETAIL AT PORCH O SCALE.1 1/2'.V-O" _ 5 ISSUED FOR CONSTRUCTION Bht s of 5 0 u ------------ Y P1 r e i n i AN - ----- - S+ `o - N i t0 f TIP 9'yI E SION o 9 -- .3015T9 TOT�Dft V OF BOOKCASE(GAM '�• 10 I/2•BEYOND YVALI.� ',\ i BALK FJOST cur T5 , OL6.AT TO BUILD 294 M LIN YIALI.AT NEW HALL 4J�L EXIST. CL6.JOSTS W i i , 3,E5�' T,T ' TO NEM Lib.JOISTS ''< „ -------------------------------- _�_ ___ ___ ___ ___ 2x4 MALL ON EXIST.C.6.JOISTS UP L:__ i0 REM Ctb.JOISTS D f� , = i i i _ BEDROOM 2 1 2%JOIST AT EDGE OF EXIST.CAITr..LO15T9 ti' 2%4 0. JOISTS �;- -- ----- r -- -- - ® V , EXIST.R FTE 1 i EXIST . MATGN b - 2x4 LL6.JOISTS O b E E%IST. PITLIU � � •� 9 le•OL. O MATCH i , i i i - - G.6. R�IALE W 2B VE ' E""TT'N s RA , rd i i T1� IffI6M(LETTEt LLb. , , , T5 AND ON. OE LOLAnC4t1 / ' i ' i 1�� JOISTS 2'-0•ABODE a ESTNIS PLATE comats OF EAST. a+1D'1(vurmOM .V/l 2 X EX• LOCATION) Cam/ MSTR.BATH tip W.I.G. ❑ we00 POST vove EN ct6.m sr F•IP�L 5PAGN6DFlE04iNED ® - DO MOOD POST UP AND YdI BY E%ISTNS RAFTERS X -YIOOD POST LP LRL 3dbb 2�z�jla G Ef05nN6 RAFTERSppTTnTI``ALLEY TO FUS'W EIXSE FLAT cL6t.,LDPED Gb. IUTG1 IRO.32•XS07 - -WARNS MALL BEAM - - --- ------------------------- I S e/6) I WILt ________ • MITREAST. ' ALL POSTS*BmSOF BEAMS TO BE _ DOUBLE•NMS,TM213 ________ ' ((B)2%65 AT BALL E%iHUORWALLS) (W1 .reTHRdc. 6M) SITTING p )" - ' g MSTR.BEDROOM G.E I L I N G F R A M I N G P L A N TO BE 2xe5 10 CEYTER POOKET DGbRS >< LYMCDCLW_ESS- 2E VB%44 7/B VHL1E2 CEILING SCALE, I/4' I'-O• RIATLN BAMtOOM R.O.Iff16M) —' 2�4 ABODE TEST. a'r me g'$?H.4 o ems• '�.m (AL -So 61123M NOTES L•PR PTO AND TYPICAL DETAILSOTHER c�S MMAATT i , CN�� W. , DO.L'9__NUNS.TYU4310 i OF i ST.LtOOFI REQUIREMENTS Scrj<B5�`g`o'er¢ e V O - ----- ---RUTI1ee4 RTCe.A e3 e a §01 N!11u. . pe w I .. .—a a_oe� ao 3-W AD CEIVEELINS P $u3 m E%ISTMS PLATE $c<`�.a Die C J5.JOISTS - -_ _ NET 2X4 SLOPED - N Gb.JOISTS `r'` REUSE EASTIN6 S/UREtS O _ Q) YEY12X4 y_____----- V) V NALL I ELLS.JDIs,Sy' - ------ ----- O O j L ---- -(cnHrJ--------"--- -0 t V N �Iff�DL/.ITO�MATC Ln S E C O N D FLOOR PLAN ® ® Qro co SCALE. 1/4' • 1'-0' _ ' �� _� O ro C MC.SHMSILS AT ' ~ O— AREASARawm N m 5 a: (TO MATCH EsnlN (n ;o O E aE.mRRSFsmtro�2s —._.— .— .—.—._. .—. .—._ .—.—. • Ln w E N rd GENERAL PLAN NOTES WALL/DEMO -ALL MALLS TO BE 2X45 C 16'OL. MALLS AND 1T@9 TO itPAMS NOTED OT)E AMEI BE REMOVED .. -. -KOOMS TO BE•AN09LSEIC TILTiWWI eTMNS MALLS TO J job D0. IBIS 400 SEJI YVTN SNAP IN KNITH LIM. i KE➢1 MALLS date JAY 34.3019 -REFHt TO ElP/AnWS FOR MNDON AN7MKnw. TTEABOVEaS'�OOR DEMO NOTES �.EleamR e�lasr.FLU. _ S_ .—. ._ —.— .—.—.—.—._.— .—._ .—.— scale As NOTsc •OOPEINSSTO T�)EE6NTC ESTRK DASHED YUN OOLB 4 MALLS drawn JAL/KhII4 EASTINS WERE NOTED TO BE REMOVED AND PATCHED AS N®EO OR REPLACED AS NOTED. 1 ____ rev. rev. LEFT ELEI/ ATION A iaT SCALE, 1/4• - 1'-0' - 1 - n 1 ISSUED FOR CONSTRUMN snt: I of I - l 42 -10 � n+..^a=enm+!fa».+sm�r�w�Yf?`xMrRw +^^.p^ewroTN^.�+e^.^'R.^`"^:.rtrts«^�•+wn ��r ._ . �!e!;t^^z1eA'. _.-...._- _• ._�_._._..—. .. - _ _ _ _ _ - _ - LB 1 ,r7J, C t 1 4 t � 1 t e i SMOKE ^ M-LCTOR S O.K. f BA�if97 ,� a QUf QIF�IC� FpT. .. { $ . I r-3 I � � { — i —.. _.._.-:_..___— _ SCALE' /� I Ol APPROVED BY: DRAW BY f7 J _ REVISED ` S DATE. I J— G ._.�....�'�'i'"1-I_.�:�...�.-� +-'C ►-�5� 24-�1.�''...� _..._.._._._.�_..._t� �-_-�Ot' .��Z7 t s t O N____.__..._.�...�........,�...��._._..�_,..�.�.�,._�.�..._...�__ _ DRAWING NUMBS Lr,V/.TIOtJ i i - .._ ( i _ l q _ a 1 I I • � 4 a - ZOI-ol` �,��• 30}- cam'` �x 1S i m 4-1 Ll I I rF Tq i t ID ..Eli 1 4 _ _ ....__� SCALE: I �1` I� APPROVED BY: DRAWN BY TAG ,Sr 1 Ti" 1��M �� t• L �Z``O� C�S>>f DATE: REVISED ( (^ G..I'��'�i - i t DRAWING NUMBER' I .ref �i: f:'K►�` G-' UrIN£u.1 !4',`�fl NE�1 a , it I ( i tSf Ar G(yG1 _ l _ G t(,"0•G.-w(R-r"1 Cf4'"f'rON,%1.- f t 'j MA-1 bu*v L.'r G+r'►E., LINO ��'.G�-} I „ r C t! fr 1 y 61. 3 9r ,F �( �� �r 9 (W I _. ol _ _ _ . C"'4" o 1-i C» r f ( _ t:•1�i�1�`�•,I �,tt5 lQ;YR 1 ! { O � E ! _ Lo f f I wv 4 Tyr 244G 1�1h1 61 ► TW244L j G r�. G� " : _ f f. IV40, • S in 1 Cs•�� 14 G,F' " ¢!i�:V„(?Uiz'•5, I�-tr,..� 1 - i t c^' 4.��rG t 5` 1 �tkXl Cj� L&11^ 1-}Z?'z40 I — } Low CcvtaYCtt _- t1 , , — { ti r 7177 i . 1 � Tw 2.4f.�.L , � ` _� ��_ �.. _ ( _..,_�f' ' T v_,2.4•GG ) � r - - _ _ f I_ fl � f fl I 1► � if i, r, � � I ! i N-�`V . Q 1 C i f ' _K C! t`i i 1 ✓, G U M h A Q U IVA riA• it { - APPROVED BY: Ll SCALE: 114 _ I _ DRAWN BY V DATE: �`-F S-O( REVISED DRAWING NUMBER - d t i ' j. .__..__.._.. _�_. ....._.... .. ..-.._..-.:_._.__...w.«...._..«_.-.._..mow - ._..._.�_._.+.....-....�-� — —_.___"_.____..a.�.b t i 7-0 ?-p r ,I t S' �s t r I ►r j , S i , t Acce55praL I v,� L ..._',J V\l l (I to t T LtNr UP r 10 0 Ln Tw244Z I - . 111 L t q L5c/u. - i — i TW z.4•�Z ' � i � �-�CCU • )o.` KLIl-( �I% r..,1G : ,�aTlC7N rl t"'1 :G2 U I-E;'' i'14. SCALE: # I�� I APPROVED BY: DRAWN BY Y '� DATE: ^�j t REVISED 1 i - 1 DRAWING NUMBER r 1.r'.: `" r , . j LI- p F (� J _ i t— G VF • o v I` . 4"H. per. Ori 31`GdrRG- tt ! 1 I Ito -lt� cotA ( I � a I j Note•.10�'©� '�N. i4A.U/7 G PI I 1 �Q��� � To ��tq►� �,Nt���i �•�w I :fit i 4 � i 4 � � e� ? � � arm ��Rz. - - • - � ! TNt�. tV-tLc.. Law rz! ul.F• F �V�l _ I, t i 1 20 r^I 'TOP fl I 1 P�, _ a -v►�.To t VL C. - a ,, ---�---�- t ► 1 I ' j• C � � FTC, G�-�o`_t_�.._._.._ KLIrli�%1�NG!✓ a Z 5 11 S�Ufi.t-,I TU» ��., G..Ut'1 �� GG'U t�'✓, t.'1•�. , /7 N� t� APPROVED BY: �-y SCALE: [,' DRAWN BY OATS: 5L7 REVISED 3. DRAWING NUMM �OoF-fNTc c.uPr�'p� _ _ __ _ _.� tv�t' - 10��g►` oaf __..__ I4't'0" I O �N17 ►.11�1-1-!'r t r ,L!8�-a'I�o f2 -o ` ��-rar•-+o �,,; ,�, G-� 1��-n th @ �.�z"o.G. ���� - -. oil C:<I ST. HIS --�- 10�'G S Gt = IGE l'4/O.G. _g i4 -oi1 oo>^ t3�YCNp 6,-A t2, 15.1.1_ fZOU F W.&u, A, f., r �` !�� i"��' t`? '' �--- `�i°--.1�,1.. 'C�I�' - IX� �•.1SGtA 8T}.•- { clyr. s s. i/2` c. �r-r �,�. u/Go N-'. �✓� 1; ICE W � Al �" C? `/�•LI�Y� t___._ _ ._r_ _ --_ f c.V+NLl i � ca N tx�a � 2 O•G E5vie- WALL \,Jtti Lt A? ,� f Y t -• � U'x iz'Rri 3 4 ---- 1 • - 2��' �jr'T tF=�t G'Ct 1.,•Ir'�Ll. ..._�.�__ _1 ¢E YON D i .. .._, i f C.-'': t•'l P�4 � M 8�•rc�N o 0' I tl i I l . -4- rres t � wau., T I 6 t - o� Iz. GYP. �.:. . � �� 'i'•G. rYP moo. 1-/os, t5A. �t of 1. HC-10 r W.a.LL �� �X1C75� IG! O•G. - t'!IN 5/g�'1 � 6. 4AIc. 15XT15tZ. WAL-l-S- _ . _ Ufa : _._ ZxQscQ 1u'®-G- tvC,tNC� VzZ*6V`r; Y � W.G. ,I�N�NGtLt�s Dom.- F?-it 1!4 SVL. 1 W/ Sin i ZA/IN Frz.ok-r ot, C-�dST, Nam, g .-•�J. WALL 44p,-"-4 !F ems•-!. 1 t�t'P`'UUFI N C� Td - F-VN. IN AT 5N9 v'T' _H%. t l_ _ ' �°,� fir°�• 8E fU�t vw � j �G 1.1,>C q l g K L I ►`1 Ewa I^6 51 7-1 4,,Ck?JA U rl , C o f 1 t-1 A U'{ A SCALE: 5f il- { I APPROVED BY: DRAWN BY - - DATE: I_ !/ � .REVISED DRAWING NUMBEF it I i