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HomeMy WebLinkAbout0045 COBBLE STONE ROAD y�' Co bbl� �-���. ��� ✓o t ., o �� 9 , o �� . � 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION o9© �. Map Parcel ®�9 D ©' Application # Health-Division 'Date Issued t (-? Conservation Division Application Fe Planning Dept. Permit Fee -' Date Definitive Plan Approved by Planning Board n / Historic - OKH Preservation/Hyannis Project Street Address Village Y)Q r-M S,I`- L Owner lU'��t cJP,I"b LI (c�`I` e, Address &ti'A E, 5 V G Telephone Permit Request c(Pnomy e_,x t S h IR Yl i P l7 li ! 11Mt.- - Square feet: 1 st floor: existing�'���ps�posed 2nd floor: existing/Dl3 roposed Total new Zoning District 9 EJ Flood Plain Groundwater Overlay - Project Valuation c?O a"® � Construction Type L I-!n l re,0 Lot Size j Sep i Grandfat Bred: 0 Yes "A No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure I Y'S Historic House: ❑Yes ',No On Old King's Highway: ❑Yes 'E;No Basement Type: ;4 Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) /�) 3 f Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —ne lt,a.rh �Du Total Room Count (not including baths): existing raO� (* ew a First Floor Room Count Heat Type and Fuel: *Gas ❑ Oil Electric" ❑pother Q as) Central Air: XYes ❑ No Fireplaces: Existing A9 New Existing wood/coal stove: ❑Yes 19,No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ -- Attached garage:Vexisting ❑ new size c®Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ .a Commercial ❑Yes 12 ,No If yes, site plan review# Current Use ' Ask t"� � � Proposed Use - �.. APPLICANT INFORMATION - (BUILDER OR HOMEOWNER) Name 0"Vie-f- Telephone Number to Z- - 6 Address `C J 2 1C�! License # Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Ali� SIGNATURE DATE ' z t° FOR OFFICIAL USE ONLY " h APPLICATION# -DATE ISSUED : Y" ff� r w MAP/PARCEL NO -ADDRESS' VILLAGE " OWNER DATE OF,INSPECTION: ! FOUNDATION1 - -E ,t FRAME i `INSULATIONA A ;�,�N;1. ;_ FIREPLACE Y Z ELECTRICAL: ROUGH FINAL r - i PLUMBING: ROUGH FINAL t G;AS ark ' _ROUGHS ' FINAL 'r_,`FINALB.UILDING*G M: A i s., -- DATE.CLO.SED.OUT-.•af •- ASSOCIATION PLAN NO. t ��ofYREC ray • Town of Barnstable yam. Regulatory Services a�xxsatstE Thomas F. Geiler,Director Building Division prEo�{a Tom Perry,Building Commissioner 200 Mairi.Street,._Hyannis, MA 02601 wym.to wn.b arnstabl a-ma.us Office: 508-862-4038 Fax: 509-790-6230 HOA'1EOWNER LICENSE EXEMPTION �j Please Print DATE: -� �"` JOB LOCATION: I co�f�I� S e �a ' number street �} village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFT MON OF HOMEOPiWER Persoa(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A. person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that.he/she understands the Town of Barnstable Building Department rmnirn inspecti rocedures and requirements and that he/she will comply with said procedures and requirem nts Signati" f Homeowner ) Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION .The Code states that "Any bomeowna perf6nning work for which a building permit is requirrd shall be exempt from the provisions of this section.(Seetion 109.1.1 -Licensing of conrt uetion Supervisors);provided that if the homeowner engages a pmon(s)for bin:to do such work,that such Homeowner shall act as supevisor." .1111y homeowners who use this exemption are unaware that they arc assurning the responsibilities of a supervisor(set Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly er when the homeown hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person 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 irs onsibilitics,many communities require,as part of the permit application, that the homeowner certify that Wshe understands the responsibilities of a Supervisor. On the last page of this issue is a form cur=Oy used by scvcral towns. You may care t amend and adopt such a forrri/ccrtification for use in your community. Q:forms:homccxcmpt ' KIDt, ZO D S C .{ t, t• f it it4T T- J I .to•' - I � � 1 V �Ta�RSwlav •. ' � I I REAR�'EGEVATIO I ' �� .{. '.I_...... _II:._--sue ___ �I• ili<.f l"I°�Mtfie�k M.¢fv Mde S .' I •. .. _ i 7 ... � dam^•5 1}2�`/' t. I .aS, OTTO Ok a ><:cSTO "�vf'+n . iglu ;Y- �/ JJ Y�-�' J'T _ ..L .yr: f�," 'boL: .1. 'k 4`'{• t r 1<' •.1 z r wt t1t t1 f 'miss"'vb � i fYt,.tIrt:LAr' d: 1 tS' �M`'�"�`°d"11`? ? I � 6 (= 1 k - �. cy✓•iw b'nYa } • -- _ t- r ti ro G Y5�1 ,f --i' }. i } z I_ _ F aYl• f_ _!d- .l� • �i L. - S.+s'. asr 0 } { N J 5Y k ! 1 an i,1.�5 t!, .qt s �0 V r.Y � '� �;• ..(tr3.. }14. >0 { Y .?. 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'c.... min2py p�anx:anb layo cs py 4Lti pct to the usro'J�ttlet ctt;t,mEtso Y.?Anq Ot. rt rr,E"FS Y.S Ialy.;ptaMaF. i - � � 1 .. �- .''I-- -'- -_zi.r.:_"""`'._- L ►�C7�nMrdleM.y�.f.rso(.E, � e � _ � � _ r r I ` •mw. _r=� _ �' 3N 5f'. 1 ''.M Ai-• S { r y�. r �+T-'AL,pon^_� ' - ~ i 1 �! . 77 y y ' iYr4L2a v In i t 1 0 fc 74 PP \ \ --' LMTtWrAllll a 1 !d 'AM r),lf3 'fin l r 7. til JI t t .r (ti•i� 1. 1 :C Xt Y'SS.:4 .. .., .K h .. �,r.`V� WA. e.-:- .• �. . r;'.,'�.- i,, n-(-.< a- .....�-' ��.. .x.... .1 .. .. .... ._�.. ..nh'r ei a.Jl.ais AJeria,.f A.. .. 4 is 2 o WFIL0.5',' Rao> RUTt9,} .. 7+.ry ClafdtLT}.S : C tl SEE OR.EgVAt �I r� 1�7i:Si4 Ptlan 6JPSQ Q�l�A7�E�-• � I - .. A ; _61eS.Q7L.5II+i� c9 14 H.; 6084428•6191 17, - ry1UtAc,: :.: .. t ..' :O CAM Stq,-: I: ';: '�'• I - F' �esi ns rvtA s � z f ....... . ;.. -.� ...:.: c, .:�o I ,:..�a "� �e, I )•2:;'' -ra,� 9y e4y j�_�' 4 rnit "G ra _ aV_.1� r Y r bl .;:: :',:..�.' .,.:,.:. ..;:� .:. _•.: ... :`i'i ,...;, t2t. ._:v:ii l,iM.o.mh+r7 u,YMl.'�,.'jeco r, r.r. 10 nnx .swfp;�ryrA y..VmHl.1. Town of Barnstable e`"E' '� Regulatory Services o, Thomas F. Geiler; Director, ■ BARNSfABLE, MASS. `0g Building Division 039. Thomas Perry, CBO, Building Commissioner 200 Main Street, Hyannis, MA 02601 wwwaown.barn stable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXIT ORDER . DATE: s i LOCATION: UNDER THE PROVISIONS OF 780 CMR,THE STATE BUILDING CODE, SECTION 3400.5.1, YOU ARE HEREBY ORDERED TO IMMEDIATELY DISCONTINUE THE USE OF THE CELLAR/BASEMENT AREA FOR SLEEPING PURPOSES. otf ACT Raj LOCA INSPECTOR O C� C SIGNATURE OF RECIPIENT ODEM DE SAIDA is DATA: LOCALIDADE: DE ACORDO COM 0 PROVISORIO 780 CMR, CODIGO DE CONSTRUCAO DO ESTADO, PARAGRAFO 3400.5.1, VOCE ESTA ORDENADO DE DEIXAR DE 4. USAR, IMEDIATAMENTE, A AREA DO PORAOBASEMENT PARA 0 PROPOSITO DE DORMIR. INSPETOR LOCAL ASSINATURA DO RECIPIENTE • °e`E F�R� ` BARNSTABLE FIRE DEPARTMENT y Bus 3249 Main Street—P.O. Box 94 1927 ;:yf Barnstable,Massachusetts 0 630 508-362-3312 •••,...�sacfius�•' FAX: 508-362-8444 Robert M. Crosby Francis M.Pulsifer FIRE CHIEF DEPUTY CHIEF rcrosby@barnstablefire.org fpulsifer@barnstablefire.org April 28, 2011 Mr. Thomas Perry- Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 Dear Commissioner Perry: In accordance with MGL Chapter 148 Section 28A, I am making you aware and request your interpretation of a residential dwelling with a basement bedroom without secondary egress at: 45 Cobblestone Road Barnstable, MA While on an inspection for a sale and transfer for this property, I observed a room in the basement being used as a bedroom. This room does not have secondary egress, and the real estate agent stated that the owner's son had occupied the room. The real estate agent requested to be the contact for this issue. The agent is Lee Marchildon from Kinlin Grover Real Estate and may be reached at 508-274-8000. Thank you for your attention to this issue. Please feel free to contact me with any questions or concerns. J Respectfully, Francis M. Pulsifer Deputy Fire Chief G ? ; v M www.barnstablefire.org EngiPeering Dept. (3rd floor) Map Parcel Permit# 3 AHouse# Date Issued f �- Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) �-7Qv ib 3V, e. o�a • Q Conservation Office(4th floor)(8:30- 9:30/1:00-'2:00) 1 ult P1aIlTling Dept(1st�floo /School Admin. Bldg.) 2p y 8c SY ST BE Definitive;Plan Approved by Planning Board y��19 S ALLE BANE 11 1W� �N4�"s E AND TOWN OF-BARNSTABLB _r �: E Building Permit Application Project Street Address �O Bel-E�rd N. RO/�D 5 village P 4-4 NS7046 M 3'0 I If Q(1 wner Wr tLl ,61-14tF- / ��r/ A dess 3�s-c-_ M/� � ;0AAto0��R Telephone 5�6�- ? a-'7 Permit Request �QS�R UQ F !L, MY If �} �"' Y s uare feet Second Floor F�First Floor q �- �{ square feet Construction Type WOOD F 4 4-At F- Estimated Project Cost $ Za�7_rt OD& ,.� ' Zoning District Flood Plain O Water Protection Lot Size la Grandfathered ❑Yes ;6No Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure e W Historic House On Old King's Highway/k(Yes ❑No Basement Type: Full ❑Crawl AWalkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) P6 Number of Baths: Full: Existing New o2- Half: Existing 6.9;- New No.of Bedrooms: Existing New 1 Total Room Count(not including baths): Existing New . First Floor Room Count Heat Type and Fuel: Gas VT ❑Electric ❑Other Central Air AYes o o Fireplaces: Existing New Existing wood/coal stove ❑Yes VNo Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) U N'o F-n 3,3 1 / 7 "�qA-'? T Z X�'_ 6 0 00 ❑Barn(size) ❑None G )/, ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization, ❑ Appeal# Recorded❑ Commercial ❑Yes )4No If yes, site plan review# Current Use Proposed Use i Buil r Information Name /'�_ !t e C_ , r Telephone Number Address 2 4f S 1e License# 1� y ' Home Improvement Contractor# !� � Q 09., Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE W��. i7r�✓�^ (/tc_�.c�� DATE J BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY �442-o9 PERMIT NO. DATE ISSUED MAP/PARCEL NO: ` . mod•' •[ 4i .__ !''f ! •J+, ��q . r : G,.: - Wit, ` +._ .. - ....s 1 t ! 5.• r ! ' a y t t-aW ADDRESS ;. ~=' ' VILLAGE! OWNER - s�t`r '` ' i , ,'" � � ; - `,�.;. - " •, � _' „ .° DATE OF INSPECTION: M r -' / .�D ! �u((•'+� ��// �� _ _ ; i i FOUNDATION of FRAME' � `�- rt'\ ;' INSULATION ti i FIREPLACE. E { ! ` ELECTRICAL: ' ROUGH � FINAL,, ' PLUMBING: ROUGH FINAL' F GAS: k ROUGH; ✓ FINAL. FINAL BUILDING L7 DATE CLOSED OUTr^ a, ASSOCIATION PLAN.NO. r ` i« 1 s ► i TOWN OFiBARNSTABLE CERTTFICkTE _O7 OCCUPANCY PARCEL ID 316 049 001 GEOBASE ID 35180 ADDRESS 45 COBBLE STONE ROAD PHONE BARNSTABLE ZIP - I LOT 79A BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 39751 DESCRIPTION SINGLE FAMILY HOME BLDG PERMIT #34429) ' PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY I CONTRACTORS: Department of Health, Safety j -ARCHITECTS: and Environmental Services TOTAL FEES: 111E � .00 CONSTRUCTION COSTS OND $.00 Qi► I i * BARNSTABLE.039. + �E� A R MI►��, BUILD'I I. BY . DATE ISSUED 07/14/1999 EXPIRATION DATE THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA TOWN Out .�,i.,y.r L �I� :j i.i.+ U�1;� '•!t?:� ri`:()dh�'F I1� �Jz: 1. ,i} RARNSTAB; O'. i t3Ur 1) fITLFt NEW RF:',1DENTI:AI. Bi.1% PM, CONTP,ACTORS= ICCI , WI LrJAM Department of Health, Safety A RC H I 1 E T'T"- and Environmental'Services TOTAL, FEES 40 BOND :�:.00 O�tF1E Com"L'Ru rioti col'31.119 !�104,OOU.00 101 FAM Ii(M7 DETArll: ) I x?at:CVA`i`F P * 1ARNSrABLE, • MASS. Ep�l .BUILDING'DIVISION BY DATE ISSUED 11, 02/1.998 U0I RA'I'•.10IJ DATE- THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,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.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS 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 M FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. CH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. MENEM I:I Lim, g ULUO I I wo 6-11:1 q:8 a:19j UT 16-11 il 4:0 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2Al .r. 3 a 1 HEATING INSPECION APPROVALS ENGINEERING DEPARTMENT 2 7/[_ &JOARD OF HEALTH OTHERLETHE y 31 SITE AN REVIEW APPROVAL /Now P^_ HALL NOT PROCEED UNTPd -141TILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS PECTOR HAS APPROVEDTR TION WORK IS NOT STARTED WITHIN SIX CARD CAN.BE ARRANGED FOR BYS STAGES OF CONSTRUr, OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA-OVE. TION. i r ' 1 r r I PROJECT NAME: ADDRESS: 4s S40)\'e Pao � s �o co3 b PERAUT# DATE: I M/P: LARGE ROLLED PLANS ARE IN: BOX t SLOT DATE: D 6� q/wpfiles/archive The Town of Barnstable °F +e .o Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 � 039. 10� �ED Mpl Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 _ Building Commissioner HOMEOWNER LICENSE EXEMPTION Please Print DATE: /0 ''— ?o - 9 F JOB LOCATION: 1I//5— xEg a4olr_�� number ) / street village "HOMEOWNER": h'I I.tJM• 'I _o?7� name home phone# work phone# CURRENT MAILING ADDRESS: 16-R mayt ff city/town state. zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. a Y w1&4w Q f t,� Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages 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 responsibilities of a supervisor(see Appendix Q, Rules 8t Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. QTORM&EXEMPT 1 AD 30 S ^t ic 3 i Z Y `�.fME 1py,o� The Town of Barnstable BARNSTABLE. Department of Health Safety and Environmental Services 9 MASS. t6,jq. �0 Building Division l 367 Main Street,Hyannis,MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection Location �y cca Lu"es Permit Number Owner k Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: G 1 -S '�-k��� LT- !�`l �t-'�;ins � l r, a L � 1 Y"j -t Q 1 ? 'e 11 , Please call: 508-790-6227 for re-inspection. Inspected by Date — r, MAScheck COMPLIANCE REPORT I Massachusetts Energy Code Permit # MAScheck Software Version 2.01 Checked by/Date CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 3-26-1999 DATE OF PLANS: 03-26-99 TITLE: WM. RICCI PROJECT INFORMATION: 45 COBBLESTONE BARNSTABLE MA. COMPANY INFORMATION: OWNER COMPLIANCE: PASSES Required UA = 355 Your Home = 340 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value U ---------------------------------- ---- ----- ---------------- CEILINGS 2510 30.0 0.0 8 WALLS: Wood Frame, 16" O.C. 828 13.0 0.0 6 GLAZING: Windows or Doors 252 0.300 7 FLOORS: Over Unconditioned Space 1808 19.0 0.0 8 FLOORS: Over Unconditioned Space 672 30.0 0.0 2 HVAC EQUIPMENT: Furnace, 85.0 AFUE ---------------------------------------------------------------------------- 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 requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in f Sections 780CMR 1310 and J4 .4. Builder/Designer Date I MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2 .01 WM. RICCI DATE: 3-26-1999 Bldg. Dept. Use CEILINGS: [ ] 1. R-30 Comments/Location WALLS: [ ] 1. Wood Frame, 16" O.C. , R-13 Comments/Location WINDOWS AND GLASS DOORS: [ J 1. U-value: 0.3 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location FLOORS: [ ] 1. Over Unconditioned Space, R-19 Comments/Location [ ] 2 . Over Unconditioned Space, R-30 Comments/Location HVAC EQUIPMENT: [ ] 1. Furnace, 85.0 AFUE or higher Make and Model Number AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. �J 2 . Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing U-values, and heating equipment efficiency must .be clearly marked on the building plans or specifications. I DUCT INSULATION: [ ] Ducts shall be insulated per Table J4 .4 .7. 1. DUCT CONSTRUCTION: [ ] All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer' s installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. [ J SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from I non-depletable sources. Pool pumps require a time clock. [ ] HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in. ) : PIPE SIZES (in. ) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2 .5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2 .0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2 .0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 [ ] CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in. ) : PIPE SIZES (in. ) NON-CIRCULATING CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" I 0-1.25" 1.5-2.0" 2 .0+" 170-180 0.5 1.0 1.5 2 .0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only) ------------------------- a Member Calculations Report Mid Cape Home Center PO Box 1418 Route 134 So.Dennis MA 02660 508.398.6071 508.398.4559 Level Name: 2ND FLOOR Status: Plotted Application: Floor Non-Residential: No 2 ' 7 1/2" J-6' 2a 41 2" Design Date:11/20/98 7:53:28 AM Report Date:3/25/99 3:30:18 PM Obiect: Drop Beam#26 General: Product: 7"x 14"2.0E Parallam PSL Plies: 1 Deflection Criteria: Standard,Live Load L/360,Total Load L/240 Member Weight(plf)per ply: 30.6 Design Value Control Value Result Moment (Ft-lbs) 28307 54324 Passed Shear (lbs.) 6242 18947 Passed Live Load Deflection (") .13" .54" Passed c�t- AAA Total Load Deflection (") -.32" .4" Passed r.- Reaction (lbs.) 12734 15925 Passed Bearings: Bearing Location Input Length Required Length I Wall#7 23'11 1/2" 3 1/2" 3 1/2" 2 Wall#21 0 3 1/2" 3 1/ " 3 Column By Others#27 3'7 1/2" 3 1/2" 3 1/2" X 1 4 Column By Others#28 19'9 1/2" 3 1/2" 3 //2" Reactions: Location Dead Load Live Load Total Load Uplift 1 (lbs.) 23'9 1/2" 0 0 0 0 2(lbs.) 2" 0 0 0 0 3(lbs.) 3'7 1/2" 1990 7429 9418 0 4(lbs.) 19'9 1/2" 4448 8080 12529 0 Loads: Roof Load Duration Factor: 115% Load Location Live Dead Type Distributed(plf), 0 to 3 1/2" 0 to 0 0 to 0 Floor Distributed(plf) 3 1/2"to 3'11 1/2" 500.7 to 500.7 125.2 to 125.2 Floor Distributed(plf) 3'l l 1/2"to 19'11 1/2" 689.6 to 689.6 172.4 to 172.4 Floor Concentrated(lbs.) 19'l l 1/2" 1775 2870 Roof Concentrated(lbs.) 19'l l 1/2" 592 0 Floor Notes: Design Methodology: ASD Only positive(downward acting)loads are detailed in the diagram above. TJ-Xpert 6.01 (#654)A Page 1 Ricci.job r Design Datt-:11/2i 198 7:53:28 AM Report Date:3/25/99 3:30:18 PM IMPORTANT! The analysis presented above is output from software developed by Trus Joist MacMillan(TJM). Allowable product values shown are in accordance with current TJM materials and code accepted design values. The specific product application,input design loads and stated dimensions have been provided by others,have not been checked for conformance with the design drawings of the building,and have not been reviewed by TJM Engineering. TJ-Xperc 6.01 (#654)A Page 2 Ricci.job r , +r V. •;, f3AcsW CONDOS n r 5A�' r_��'< G �i�•�iJ V`_ L: F n coeTg,��c S 3.23 G+mil I �oU. t7CJ '- ' a.e LQT gip" 6�' ,; ,:: _._ . _�.,,:�_� ! ,s � It (�r o 1���,�v Ll�.�,o:JT o c= I•y ,r� _�.. -3'F q 09.08 �TRL6-v� �cvc� STR JEST 1„gVf-,{.. SI7C CON TouR TO CBEB`E STONE ..�:`�..i_�' `�� FE Z- C) - �n� 1 u c 0 40 Pn 1001 6N,TT3l..C�r�r('��G.'1�cE-fls J u rv� 2-4I `� r. S �3001� r' 171 p t-- A t_ A r..1 R . � S U r•r :•-•i U 1 r`� '.f.�T c�J b�'.��' l�:r.ly .�:'�J ��-'�f--k. 1.� '� _. � I`✓'�'. �� SCALE: I � _ �4-ol APPROVED BY DRAWN BY DATE: NO\/. I I S S 1 I P rJ) 7T�1 "p` A-cj :(300I< 39 8 G� 2 'Zs LOW WLLL�T2.y1fVC. -/A(ZMUV1-H 07 � 7` O� .1`J ` J JI'.j�.��. .� ✓ .. �. .. C-O 12 C�C L.0 w S 1 3 Ca 2.- 8 13 3 6 A rv� ��)tv 17- Z9 :3- 3-7G DRAWING NUMBER G FC i i=P - , At_ N P. . N Co7 DIETZGEN MASTER FORM198MF = C I r DT71 fi\/ 71-41-V� I I-4- E 1�=w 6ll) (A 7) %d s HZI)W N :4 ERE©U 3 6� ?-:r Q IN L1_�I L6 Ci��U CI),14 i P t DEAN R& C ZOU*i cl� `NA a N 21 o 1,3 t4 LJ` MARGARET A SWIFT ROBERT G.KING III& ELIZABETH JANE10017 NO 101 m' r ti �A A)<,FRED&JOYCE '! ALL AN i .y 't 67.15' L �. � =17l.41' t STEIGLEDER 3 _ -/ KY ry y t ty > R=2195.00 , I V. 00 M 98 96 z 0101510 'T S / TC P� � 1 "1.28'. 9z SCALE : I =.40' + +, �W 9 0 in i as T1' +p4 N \ LOT 1 Q Z^ A 79,693 S.F. o w --i r 36' �Loar� �•� .1 00 AC. o o �F\c�+ o. Pr'� ; N \ v� ��' a HARRY �� CIO 00r Q ' 1� zl LANTEPY, JR. o \ a N -65 \ 9 4 " q s io h ` ` dP 2 PR3POLE71D S iTr PLA 4 494.8 + FOR POLL _ 54.22' 01°15'00"W i ro o i z e r c 4 + 0 9 ,� M. � M, WI L>_t/-\M RICO I COBBLE STONE ROAD R= 19'75.00 34-5 ... CAM P ST F E E T WEST `( ARN� O'JT€ , M� OC673 40" FEET WIDE o " ! i'.SSES�ORS N1RP316 PC. 4S -t . C08aL_E STONE 6A r?N S TI\UL E V 1 LLA G E AS50C. TECH_ SOLUTI ON CON5ULT. E N G'R . E , SXt Jl _ 'MA_ DATE:;� z� 9a z7a-I «.� A complete TJ-Xpert framing plan includes the TruS Joist MacMillan Builder's Guide CTnpert. 59' HANGER LIST - Simpson Strong-Tie Hangers Plot Member ID Qty Product Label Top Nails Face Nails Nails Notes H1 1 IUT9 8-N10 2-N10 H2 7 IUT9 8-N10 2-N10 (5) H3 1 MIT49.5 4-16D 2-16D 2-N10 JOIST AND BEAM LIST Plot Unit # of Net ID Length Product Qty Plies Qty J1 28' 9 1/2" TJI/Pro-250 joist 10 1 10 J2 24' 9 1/2" TJI/Pro-250 joist 4 1 4 J3 20' 9 1/2" TJI/Pro-250 joist 6 1 6 J4 16' 9 1/2" TJI/Pro-250 joist 6 1 6 J5 10' 9 1/2" TJI/Pro-250 joist 1 1 1 J6 8' 9 1/2" TJI/Pro-250 joist 1 1 1 J7 6' 9 1/2" TJI/Pro-250 joist 1 1 1 M1 14' 7" x 9 1/4" 2.0E Parallam PSL 1 1 1 A3 M2 24' 1 3/4" x 9 1/2" 1.9E Microllam LVL 1 2 2 M1 1.25" M3 24' 1 3/4" x 9 1/2" 1.9E Microllam LVL 1 1 1 H3 _ M4 24' 7" x 14" 2.0E Parallam PSL 1 1 1 1 Hl Rml i ACCESSORIES LIST Plot Unit # of Net ID Length Product Qty Plies Qty J2 J2 J3 J4 J3 J1 4t ` Rml 1' 1 1/9" x 9 1/2" 1.3E locks Strand LSL 6 1 6 i Bbl 1' 5/8" or 3/9" Backer Blocks 7 1 7 ®V Shl 4' x 8' 3/4" Plywood 32 1 32 IAP E - _ - M4 — - - 2 - n H2. - ® - - — - - - ln i H2 Rml O � Rml CREATED BY u i 1.25" LEVEL NOTES Mid Cape Home Center y PO Box 1418 ii File Name: Ricci.job Route 134 Rml Level Name: 2ND FLOOR So. Dennis MA 02660 508.398.6071 1 A3 Plot Date: 3/25/99 15:35 1 FAX: 508.398.4559 T 1.25" Design Date: 11/20/98 07:53 Rm1 Drawing Scale: 1/8" = 1' Job Status: A3 Foundation...Foundation 1.25" 1ST FLOOR....Plotted 11/20/98 07:40 2ND FLOOR....Plotted SYMBOL LEGEND 11/20/98 07:53 J TJI Joist Type NOTE: Level desiqn times indicated above provide assurance for proper level M Rectangular Product Type stackinq. Upper levels must have earlier — Bearing Wall design times. Design Methodology: ASD — Beam Floor Area Loadinq Is: ® Column (CBO) 8' INf 6' 9"—► 8` 6 1112"- 10�31 90 psf Live Load it i;2" l6' 10 psf Dead Load H Hanger Type Additional operator input loads have U Hanger Symbol been added Maximum Joist Deflection: Pc Parallel Closure Type L/480 Live Load Point Load L/240 Total Load REQUIRED BEARING LENGTHS — Line Load Average TJ-Pro Rating for Floor: 99 B tQ Glued & Nailed Decking is Assumed Area Load Length O Warning # Label Length Direct Applied Ceiling is Not Assumed Detail Callout Label OM2 (16) 3.72" Floor Decking: 3/4" Plywood (See Builder's Guide) O (25) 7.29" Normal O.C. Spacing = 19.2— O Bearing Width Label M3 Default Wall / Beam Width: 3.5"* k► Joist Layout Symbol Headers not listed require Hanger Notes: O Wall Header / Bearing Width Warning 1.5" of bearing length. JOB COMMENTS (5) Backer Blocks Required TJ-Xpert 6.01 (#654) A Support widths provide BILL RICCI adequate bearinq for HYANNIS C5.3 D5.3 S5.3 P5.3 TRUS JOIST MACMILLAN products not listed. *Unless noted otherwise FOR THE TJ—%PERT WARRANTY SEE BUILDER'S GUIDE A complete TJ-Xpert framing plan includes the Trus Joist MacMillan Builder's Guide 59' T, • � 1J xmft ---►I-0 21' 4" 3' S" I HANGER LIST - Simpson Strong-Tie Hangers Plot Member ID Qty Product Label Top Nails Face Nails Nails Notes H1 6 IUT9 8-N10 2-N10 (5) 1.(A' Rml JOIST AND BEAM LIST Plot Unit # of Net ID Length Product Qty Plies Qty J1 38, 9 1/2" TJI/Pro-250 joist 8 1 8 J2 24' 9 1/2" TJI/Pro-250 joist 4 1 4 J3 20' 9 1/2" TJI/Pro-250 joist 4 1 4 J4 16, 9 1/2" TJI/Pro-250 joist 5 1 5 J5 14' 9 1/2" TJI/Pro-250 joist 12 1 12 J6 10, 9 1/2" TJI/Pro-250 joist 1 1 1 J7 8' 9 1/2" TJI/Pro-250 joist 1 1 1 J8 6' 9 1/2" TJI/Pro-250 joist 1 1 1 M1 36' 3 1/2" x 9 1/2" 2.0E Parallam PSL 1 1 1 IQ 3 1/2" x 9 1/2" 2.0E Parallam PSL 1 1 1 M3 1.25" M3 14' S 1/4" x 11 7/8" 2.0E Parallam PSL 1 1 1 1 5.25" Rml ACCESSORIES LIST Plot Unit # of Net ID Length Product Qty Plies Qty 19.2" J1 J2 J3 J4 — Rml 16, 1 1/4" x 9 1/2" 1.3E TimberStrand LSL 11 1 11 Bbl 1' 5/8" or 3/4" Backer Blocks 6 1 6 Eb 2' 6 11/16" 9 1/2" TJI/Pro-250 Blocking Panels 1 1 1 Bkl 1' 5 7/16" 9 1/2" TJI/Pro-250 Blocking Panels 13 1 13 Ml Shl 4' x 8' 3/4" Plywood 39 1 39 1 3.5' 1 2 H1 H _J6 di O 1 CREATED BY H2 � Al A3 M2 1 " Mid Cape Home Center PO Box 1418 Al 1 3.51- Rml Route 134 So. Dennis MA 02660 ti .. 508.398.6071 Rml LEVEL NOTES FAX: 508.398.4559 JS JS File Name: RICCI.JOB 1.25" Level Name: 1ST FLOOR Plot Date: 11/20/98 07:52 Design Date: 11/20/98 07:40 SYMBOL LEGEND Drawing Scale: 1/8" = 1' J TJI Joist Type Job Status: M Rectangular Product Type Rml Foundation...Foundation 1ST FLOOR....Plotted — Bearing Wall 11/20/98 07:40 2ND FLOOR....Checked = Beam 1.25" NOTE: Level design times indicated above ® Column (CHO) provide assurance for proper level H Hanger Type stacking. Upper levels must have earlier design times. LJ Hanger Symbol Design Methodology: ASD Pc Parallel Closure Type 20' � 19' Floor Area Loading Is: Bk Blocking Type 40 psf Live Load 10 psf Dead Load Eb Extra Blocking Maximum Joist Deflection: (Lineal board length for panels L/480 Live Load different from the O.C. spacing) L/240 Total Load Point Load REQUIRED BEARING LENGTHS Average TJ-Pro Rating for Floor: 42 _ Line Load Glued d Nailed Decking is Assumed Bearing Direct Applied Ceiling is Not Assumed Area Load Warning # Label Length O Detail Callout Label O Floor Decking 3/4" Plywood Normal O.C. Spacing 19.2"* (See Builder's Guide) M1 (27) 4 34 O2 M1 (27) 3 67" Default Wall / Beam Width: 5.511* O Bearing Width Label Standard Blocking: Bkl* Y ► Joist Layout Symbol Headers o n tlisted length. Hanger Sacker Blocks Required O Wall Header / Bearing Width Warning bearing JOB COMMENTS Support widths provide Ti-Xpert 5.3 (#613) A adequate bearing for BILL RICCI C5.3 D5.3 S5.3 P5.3 products not listed. HYANNIS *Unless noted otherwise TRUS JOIST MACMILLAN FOR THE TJ—%PERT WARRANTY SEE BUILDER'S GUIDE S C E�T i1 r\l 7—P-Ar- i I-1- E ' 1F=Cl�V dJ CA 1�®li S HJW N 4 ERt.O1J Q��LUN L6 Cl i E Q C�J N DEANR& �\'ME3N 4 1 3 N c_ MARGARET A. S"T ROBERT G KING III& ELIZABETH JANE ; 67ALLAN A)1JFRED&JOYCE ! C. ' 67.1.5 L= 171.41' ° KIN0SE{v�X -j STEIGLEDER :. c R=2195.00 �� \ ,�26101 o `•, \\\ STE qT fj 96 z 0101510 'T S l T C PL /A 1 1.28' r_of 94— 92 SCALE : I 40' +, cc 9 0 - en W BCo se. \ BO BO ,04 _ _ �\ ,44 LOT l C1v1sq� _ ZH OF. A ' 791,693 S.F. w f�o HARR EARLY yM�c?J01. cL . \ \ A .. �o 0 LANTERY, JR. 1OO n .2 90 _4 T io6 ® U _ y � r ra PR�PD s. � S 'T 194.8 FOIZ . Z 1°15'OO,,W C 9g oLL = 54.22' M. it M. W 1 LL 1 COBBLE . STONE ROAD R= 1975.00 345 c AM F s► . E_` T WEST `f AR M IZJT€ M' 02673 40 .FEET WIDE o N fl�331=3SOR5 MAP 31, 6, 3At�NSTI�L�1 E V I LL�GE . �+ DEC 2 E .1998 A55OC_ TECH• , SOLUTION -5 TOVI t OF E i . ,� t3„t;sti�a�.sL�.. COi'J5 ELT. � ;V G R . E . Sr'�FJ�_ 1-4.. . LD l.t,J�°a ti�.;�i , v�r v b DATC: f O—ETSS DWG. 10275-1 IV Mir 15 3 21 �'h � by � rRANlf -9 EL IZA FIE T H SAL T i?o c t' WA GNE'R L A. � ,/U/VE Elv PUCHi° cK D �Q LpGUS R MAR/` L'T � o /� c , ro � ,,,.�,..���- A �• pZ0.06 5����•� FOR REGISTRY USE tOf p ® f• •.a LDCAT"I®A' A'APL ' t s c�C LOT 79- f ATV o 45.98G S.F. f w ON co-op ER ,.A BANKSLOT 7 4 ,t t94 7 ',6 u�> o t.01 E . Ra ♦ I . -�. .. •� is c z Oi is 0�' E E S C SUEDEIIISl°OA-' PLAN Of LAND M PREPARED roA' a _ . .r I SCALE 1740 APRIL 25I9e4 PROPERTr /S LOCATED /N RF•/ ZONE REINC A RESURL.' t.,1Slo"GrLOT n MIN. AREA • 43,560 S.F. ,_w AS SHOWN tN PLA4,1 POC'/; J67 PAGE 14 ate--- APPROVAL NOT REQUIRED BARNSTABLE PLANNING BOARD -0 leo/ to /to No-- -- - - I CERT/F3' THI r THIS PLAN HAS EEEN PREPI PE'O IN CONFORMITY ''1I TH THE RULES AND RFC;UL ATIONS OF T1,,"r- Rr CIS T/FP S OIL PEEKS DATE OF THE COA.`MC"NWEALTH OF All/5*51CHUSEYT'.S ATf* LOW d WELLER, INC. i \�:� �st�, 477 MAIN STREET - YARMOUTH, MASS. i _ — i i � _— i i — i _ is — __ �_ � -— -- — _ •.