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HomeMy WebLinkAbout0036 HARVEST LANE 7 ��'�� � a u� � ��. on--- _. �.. r Y � �">:� Y rt 4 ',r. � a� '�� -� _..' � ti ,�:I, _ •:� :-r �� t' � J�� ' A G-TIVE Ay ijy Jk fir. f w t : Y1 :)� a .. .. '�.• ., i,' � - �% o v ° r e v � t - kl ° t 4 { _._ *.*.a,. ^.r-,ramF '"oris�'.?r^A$ a Town of Barnstable Building Post;�This Card So That it�s Visible;F or m the Street .Approved Plans�Must be=Retained on 1,ob and this Car"d Must be Kept x; s RA1tN.•3'CABI.F.G WPohsecce�a Ceifia ye of Occupancys Regirked,s ch^Bwldmg shall Not:be"Occ„u p�cied u.'ntil a Finalsins._p ectiqoa nhas been madee " Qom i t t MAS& e Permit No. B-19-2641 Applicant Name: Henry Cassidy Approvals Date Issued: 08/19/2019 Current Use: Structure Permit Type: Building'-Insulation=Residential Expiration Date: 02/19/2020 Foundation: Location: 36 HARVEST LANE,CENTERVILLE Map/Lot 209-067 002 Zoning District: RC Sheathing: Owner on Record: VERCOLLONE,DAVID L&M KAREN Contractor,Name= HENRY E CASSIDY Framing: 1 Address: 28 KAREN ROAD' Contractor, t6nse: CS-100988 2 NEWTON, MA 02468 Est.,Project Cost: $8,400.00 Chimney: i Description: Insulation/Weatherization Permit Fee: $92.84 Insulation: Fee Paid $92.84 Project Review Req: Date 8/19/2019 Final 41 Plumbing/Gas i N , z Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within sic months after issuance. All work authorized by this permit shall conform to the approved application and the°approved construction documents-or which this permit has been granted. Rough Gas- All construction,alterations and changes of use of any building and structures-shall be in compliance with the local zor!ing bye laws and codes. This permit shall be displayed in a location clearly visible from access street or-road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the 13uiIdng and Fir6Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work:Y - 3 ' Service: 1.Foundation or Footing x � � Rough: 2.SheathingInspection g 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed final: 4.Wiring&Plumbing Inspections to be completed prior to frame Inspection 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). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Lauzon, Jeffrey From: Lauzon, Jeffrey Sent: Tuesday, May 28, 2019 9:40 AM To: 'Nick Bowes' Cc: Lauzon, Jeffrey Subject:" 36 HARVEST LANE Good morning Nick, As discussed, a review of the permit history on 36 Harvest Lane shows that there are no open building permits for Bayside Building.The final inspection for the single family home built under permit number 62999 passed on 5/13/2003. Please do hesitate to contact the building department with any further questions.Thank you. Respectfully, Jeffrey Lauzon Chief Local Inspector (508) 862-4034 ieffrey.lauzon(otown.barnstable.ma.us 1 t I '(v Cu I t 3 � y C�lr1i 2 s 4, Lh 'F DOI I �a J, 2 t,. � tII w r . t + r Blk 1218C3 PG036 13671 : 02 a 41 QUITCLAIM DEED We,DALIA PANZERA of,396 Greenwood Street,Milbury,Worcester County,MA, 01527 and VIOLETA KAVALIAUSKAS of44 Fleetwood Drive,New Fairfield,Fairfield County,CT, 06812, for consideration paid of TWO HUNDRED FORTY-FOUR THOUSAND($244,000.00) DOLLARS. grant to BRIAN T.DACEY,TRUSTEE of OLD POST ROAD DEVELOPMENT TRUST u/d/t dated 2/23/99 and recorded in the Barnstable County Registry of Deeds in Book 12081,Page 226, of 1645 Falmouth Road,Centerville, Barnstable County,MA 02632,with quitclaim covenants, the land in Barnstable!Centerville)Rar.wtable Count,/, MA bounded and described as follows: NORTHERLY by the County Road as shown on a plan hereinafter mentioned four hundred ninety (490.00)feet,more or less; NORTHEASTERLY and EASTERLY by land now or formerly of Stanley M.Crosby,three hundred seventy-four and 99/100(374.99)feet,more or less; EASTERLY again by land of Robert F.Gross and John Sirra,four hundred fifty-six and 66/100 (456.66)feet; SOUTHERLY by land of one Gorga and John Johnson,three hundred forty-eight and 12/100 (348.12)feet; WESTERLY by land of Felix Childs,two hundred eighty-six and 43/100(286.43)feet; SOUTHERLY again of Felix Childs,fifty-three and 78/100(53.78)feet; WESTERLY again by land formerly of Ruth C.Greenough,Mamie Hallett and Chester Holway by various courses and distances,as shown on said plan. CONTAINING five and 3/10(5.3)acres more or less. FOR a more particular description of the above described premises,see plan entitled"Plan of Land in Centerville,Massachusetts,as surveyed for Stanley M.Crosby,and Nelson Beasre.C.E.,dated April 7, 1937 and recorded with Barnstable Registry of Deeds.Plan Book 55,Page 37. EXCLUDING and excepting however from the described premises above so much as was conveyed to John H.Johnson by deed dated May 19, 1941,recorded in said Registry of Deeds, Book 729,Page 52,and so much as was conveyed to Nicholi Harmansky et ux by deed dated June 11, 1958,and recorded with said Registry of Deeds,Book 1007,Page 230. BEING the same premises conveyed to us,by deed of Eleonora Matulevlcius dated November 19, 1983 and recorded with the Barnstable Registry of Deeds,Book 3951,Page 325. PROPERTY ADDRESS: OLD POST ROAD,CENTERVILLE,MA 02632 C-1 c+-. r> M — �; as ;v rn I Q Dm0 � w LrLn �� � � _� a Y d. M U r m x ¢ w ,� -� ; co m A � u � � � � Q �, �� 1 2 f J � � �� v� S� � � i � f t i � # ,TOWN OF BARNSTABLE BUILDING•PERMIT APPLICATION Map t5l,,A , Parcel P Per # 6 2 9 4 9 1 Health Division Issued Conservation Division �O 1 - JUN 8 20 e -� J Tax Collector ' n / OPTIC SYSTE M , Treasurer - rJ t J-/ ir�' �' Ig�STALLE®IN C®� 0: 3 Planning Dept. WITH TIT .'� Ni9tS®N gENTAL C01M AN® Date Definitive Plan Approved by Planning Board 64 @ `T _ .�C��Q� �F—GULATIONS Historic-OKH PreservationMyanrns -436 14AIZVg , Project Street Address Village Owner Q4L1r_ Address Telephone '�7 / CD Jli Permit Request �`' (' _ _ /a Square feet: 1 st floor: existing `pro ed A�4 4i 2nd floor:existing proposed Total new 30YU Estimated Project Cost Zoning District Flood Plain Groundwater Overlay f Construction Type 'WC1vejILV� 1 Lot Size ��, Grandfathered: O Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Cl' Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes C�'C�Vo On Old King's Highway: ❑Yes Basement Type: l 411 ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) d-3 6 O Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new q Total Room Count(not including baths): existing new First Floor Room Count 7 Heat Type and Fuel: E Gas Cl Oil ❑ Electric ❑Other Central Air: Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes Irlo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing &new size Z y'�Z(O Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ["io If yes, site plan review# Current Use yam� 4— Proposed Use Q BUILDER INFORMATION Name / Telephone Number Address ��""T Q License# Q 0,56 < Home Improvement Contractor# Worker's Compensation# TL q e0 l V 1 d Vl ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 40�d �� "C41�6 SIGNATURE DATE 12——3 y— 7 FOR OFFICIAL USE ONLY _ PERMIT NO. D&E ISSUED r - MAP/PARCEL NO. ' - r ADDRESS- , VILLAGE OWNER' DATE OF INSPECTION: FOUNDATIONZ- ` �� Cjt ^ 31�.. c, � L`�•L�\a.r tom. �,�v_ �(�15�< '�� .���; , FRAME INSULATION b�� Z DS-C33 FIREPLACE%fie ELECTRICAL: . ROUGH FINAL 4t PLUMBING: ROUGH- -FINAL . - -- _ GAS: ROUGH a FINAL FINAL BUILDING d 1 S 3 ^U3 s - - r• . � ate• . DATE CLOSED OUT ASSOCIATION PLAN NO. r {- 8K 12869 PGO97 1. 3b r 1 WITNESS my hand and seal this d�A Day of February 2000. DALIA PANZERA COMMONWEALTH OF MASSACHUSETTS Worcester,ss. February ?t1rtt2000 r,tlHuuua4,, Then personally appeared the above named DALIA PANZERA and ackno44 �k �''•: the foregoing instrument to be her free act and deed before me. -'$ t. •''•• `. 97 N TARY PUBLIC My commission Expires�AY COMMISSION EXPIRPS NOVEMB R 13, 200;► r> y �t 8K 12869 PGO96 13671 WITNESS my hand and seal this 9/ Day of February 2000. VIOLETA KAVALIAUSKAS STATE OF CONNECTICUT rAlm-r 60 comyl ss. February 2 ,2000 Then personally appeared the above named VIOLETA KAVALIAUSKAS and acknowledged the foregoing instrument to be her free act and deed before me. N TARY PUBLIC ,commission Expires: ,�0�.�•� r - KAREM E BROWNE •'•• ♦r �-' - 1yOWmWoE*u1bP31.20nt I BAR STABLE COUNTY A U- ,ATTEST V JJOHN F. REGISTER RARNSTABLE REGISTRY OF DEEDS f , i ` U L �iJ S _I`�L 1, , 0 4 Y FOR RRMSTRY u5C •� p V LOCATION MAP 2 MHH,m /j//L n R N,ry`i YL T\• NMC DISTRICT: Cfir MI0MUM —&F. MINLMVMFRONTAGE:E(P MNMUwDTHi P Yr P AC RP..SIETACIK: l0 GLHNN 91Y RARSETBACK p. � � 9 APP4CAMT: THOKAS TR.,PO iQ •°✓~ a\ice ,,��yy/ o:cr:rFOF'.�.TRL DETAIL �; \ .Ky' `i Cm Box"LL ww wul LOT 4 • i��\ :ro� LOT 7 �� RKcoRnowneu: LOT 3A 1'•. 43581 S.F. 7862 S.F. D 1.00 ACRES y{yq<eq q �•b, O.18 ACRES S=_17.7 R c[n scnutw-1 tt I 'b.� -___ o-I•nno 4 � ' ftRNCST t'IINBETT .IKY[MORS M.V 1M PAR-1 N. K[nl.,r00K11rW twGt 7r Rn _CREEIN oTxTERaop n. 1 \ tc 53 a•\ 4a^. 0.n In Rr� 0.;� LOT 4A ji 1 CORDON HANORFII LOT 3 16095 S.F. Rtl •' 1.DO 3 S.F. 1.00 ACRES 3 3• °+ 1 D N IOr T1 O \ B =I^ PND — -- TH0R15 1— i s\ fa PAUL BONH 6. 6\ --- a. LOT 5 *\ M IOHN CAEET RIB J 8I 45730 S.F.1.0 ACRES LL' L Yf• j IONN GEORGC YARC11 DEONEStz l \i tl R G +/ ..re1t� \ rv.PRUCC HORION LOT 6 g' 80621 S.F \\/ a•\ 1.85 ACRES S=I8.5 \ „\ JONn CILUZ31 APPROVAL RXQL-I�D UNDER 5UBOIVISIUn CONTROL LAw BARNSTABLE PLANNING BOARD: ertTon DRIVE ELT ` FEED Dwr —ti�r�'� IOHN FINN ! --T— t4————— PACIA 0'"MR. ________ __ (oT5 3T-' �+j yq TOPE To 8E uSEo w 1OT[:APPRO—OFF—PLn.N SO—ETT Co OMPLIANn ane R[ J ce..i✓�:.�c7ri6✓cJi>/l BhCNo .SYE2, L EJPBCT/vCC Y,�9N0 To BEG NE F coluA.Yr I.E.—RE.—RE.O.. PgizT rNERE F. "HARVEST MEADOWS" DEFINITIVE PLAN OF LAND CENTERVILLE.BARNSTABLE.MASS. - revwuo rOR OLD POST ROAD DEVELOPMENT TRUST SCALE:1'=40' DECEMBER 1.Im Feb.2 2,Z— I.�gdLE.NL•••e'•LCL[RKOPTHETOwnoF—STmLr.N[Rro10ERTOY REOo.oncr Al u 0' NO' b' IEO' Ita C111D. 'cTH1 M14TY o�I 1-AFTLOP C[A l[fCD•f ANDRLt'OROuc Or SAU �N•A** sTAr'L."�`~` [Towel`•` C�i.rRK,'K— TMB PLO HA!HRL,rwARED IN—F—FTY.nH THE R[GUInTMM 01 THE REGISTERS Or D[1D!OF THE CO—OWEALTB Or NELLER 6 ASSOCIATES N/!r.SLN-TH AD.-SUITE SC C P.O.100-1 CV?ERVILLL MA... • /2-q[� J Ilal"SOTJ! DwT HDtup uvp lDFVEYO4 f P P 9 P �O� P r c n c u G Western Surety P ri d P " LICENSE AND PERMIT BOND F For County, City,Town or Village Only-Not Valid for Bonds Required by the State.Not Valid for Contract, ; Performance,Maintenance, Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. KNOW ALL MEN BY THESE PRESENTS: BOND No. L&P-4 312 8 311 That we, RgWgidP Rui1ding Tnr - of the y i l l a gP of __C a n r e r V i l I e , State of M I c c a r h U S e r r c , as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do business in the State of M a g s a c h u s e r r s , as Surety, are held and firmly bound unto the T C)w n of Barnstable , State of M a s s a c h u s 2 t_t s , Obligee, in the amount (Valid only when a County,City,Town or Village is named as Obligee) , of Four 1411ndyed 1)n11 a—r 1d nn cents DOLLARS ($ 400 SLO ), (NOT VALID FOR MORE THAN$25,000) lawful money of the United States, to be paid to the said Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, jointly and severally. THE CONDITION OF THIS OBLIGATION IS SUCH, That whereas, the Principal has been licensed to construct a single linmiiy lr^mr- usrvest Tang Centerville , MA 02632 1 ;10 ' frnnynR by the Obligee. NO,W�'THEREFORE, if the Principal shall faithfully perform the duties and comply with the laws and ordinnances�(icludii%g all amendments), pertaining to the license or permit, then this obligation to be void, oth�wik to rer'nain n full force and effect for a period commencing on the 25 t day of ,c* 'Q:A'g. ++ Pi a�' 2 0 0 1 , and ending on the 2 5; day of M a y 2002 unless renewed by continuation certificate. Iisbond may 1 terminated at any time by the Surety upon sending notice in writing to the Obligee and to thrPrncipal, in care df the Obligee or at such other address as the Surety deems reasonable, and at the expira- tion'�o thirty fsve" (3� days from the mailing of notice or as soon thereafter as permitted by applicable law, which�eve jLk l er°this bond shall terminate and the Suretyshall be relieved from an liability for an subsequent �c bar P Y Y Y q acts or omissions of the Principal. Dated this 2 5 t h day of May 200 1. Principal Principal ne igned WESTERN SU ETY CO NY P P G P By By 77`0' P D on a M. S e Resident Agent President r c ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA 1 (Corporate Officer) P ss P , F County of Minnehaha On this day of ,before me, the undersigned officer,personally appeared Stephen T.Pate ,who acknowledged himself to be the aforesaid officer of WESTERN " SURETY COMPANY,a corporation,and that he as such officer,being authorized so to do, executed the foregoing ; F instrument for the purpose therein contained,by signing the name of the torpor n by himself as such officer. ; rt IN WITNESS WHEREOF, I have hereunto set my hand and official se P , }�Gi�i !'�G:nG4Gf;GCoC:Gfo`?ifeJfiJCe�':+ l J. RHONE a P NOTARY PUBLIC �� " vs>aen SOUTH DAKOTA (S E A L ;c otary Public, South Dakota My Commission Expires 6-12-2004 Western Surety Company • 101 S. Phillips Ave. P Form 849-A—12-97 Sioux Falls, SD 57104 • 1-605-336-0850 ' F c Y ACKNOWLEDGMENT OF PRINCIPAL b (Individual or Partners) r STATE OF r ss ° Y County of " G " F Y F " G On this day of ,before me personally appeared F u Y c " F " F " F , F , r Y known to me to be the individual_ described in and who executed the foregoing instrument and 6 G " " acknowledged to me that_he_executed the same. n u My commission expires a , Notary Public ACKNOWLEDGMENT OF PRINCIPAL (Corporate Officer) STATE OF ss County of x On this day of ,before me, personally appeared , who acknowledged himself to be the of , a corporation, and that he as such officer being authorized so to do, executed the foregoing instrument for the pur- poses therein contained by signing the name of the corporation by himself as such officer. My commission expires `r Notary Public i G n r � n � � n (7s H r n F V aV n ^ G A FBI G Z C w r v I " c H z G V o G ^, n W u °� a 0 W _ . _ _ 1 'i � �' ' � � ', �s �o � �� 'I III �F IMF The Town of Barnstable BAR`7STABLE. = Department of Health Safety and Environmental Services 9 MASS. 0M P rFOMAya, Building Division 367 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW 1 Owner: Map/Parcel: d`l'/6 - Project Address: Budder: ✓�'f>��' �s C�l.��c,E/�.. The following items were noted on reviewing: A / a'[w,Lli /_/.a I,T �/ l,�l.''{��,T� U a \ .//f_- ✓.P_ C r '36 6 l r -5 ^t 4 //•f r•s -i t/„ A/. 6 JA't too L �� !J l'r.0'o-"R i.51 ri� Ail RC dog am)) 1r G�4 �YG 7'hr N 4/ 4,t' D/ &-V 2S )12/y P / Glz s s rJ)--7 ' a 4) ,q 7I ✓�� r= S �'Yn7 r�6 cam, ,•t FtL-o 1//ot- e- Dlirl-I -9 a,o c-14 rcw r Reviewed by: Date: �//2/a 2 C q:building:forms:review ` RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions. $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 w FEE VALUE WORKSHEET LIVING SPACE � /t 3 af0 square feet x$96/sq.foot= 3 � �� Q x .0031= "�r V�J - 3 y plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x .0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.ft. �' >120 sf-500 sf $35.00 ., >500 sf-750 sf 50.00 -4� •yU >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq. foot'= «f•^ x .0031=: 'fixZI STAND ALONE PERMITS . Open Porch --x$30.00= 36. yU t (number) -v Deck x$30.00= (number) Fireplace/Chimney 4 x$25.00= v�J aU (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 - Relocation/Moving $150.00 (plus above if applicable) Permit Fee projcost t ' ro, _ MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2.01 Checked by/Date CITY: Sandwich STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance). DATE: 7-16-2002 DATE OF PLANS: 7/8/2002 TITLE: #36 HARVEST LANE, CENTERVILLE PROJECT INFORMATION: HARVEST MEADOWS COMPANY INFORMATION: BAYSIDE BUILDING, INC. COMPLIANCE: PASSES , Required UA = 762 Your Home = 659 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 2176 30.0 0.0 77 WALLS: Wood Frame, 24" O.C. 4200 19.0 0.0 246 GLAZING: Windows or Doors 633 0.350 222 GLAZING: Skylights 32 0.350 11 FLOORS: Over Unconditioned Space 2176 19.0 0.0 103 ------------------------------------------------------------------------------- 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 Sections 780CMR 1310 and J4.4. Builder/Designer Date • F MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 #36 HARVEST LANE, CENTERVILLE DATE: 7-16-2002 Bldg. Dept. Use CEILINGS: [ ] 1. R-30 ' Comments/Location WALLS: [ ] 1. Wood Frame, 24" O.C. , R-19 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1. U-value: 0.35 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location SKYLIGHTS: [ ] 1. U-value: 0.35 For skylights without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location FLOORS: [ ] 1. Over Unconditioned Space, R-19 Comments/Location 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. 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 and glazing U-values must be clearly marked on the building plans or specifications. 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. JCHVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125°Jof the design load as specified in Sections 780CMR 1310 and J4.4. [ ] I SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and require a cover unless over 20a of the heating energy is from 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) ------------------------- } 'III �, rJUN. 8.2001 10:34AN BAYSIDE BUILDING CO.5087750155 NO.563 fJ.2:2 N� A4r (r uurrr,%tu 'rCl(� r�. /lrtr.trr,i rr.t-l/,i pq BOARD OF BUILDING REGULATIONS Llcenso; CONSTRUCTION SUPERVISOR Number. CS 005645 B lrthdate: 00 911956 i Expires:04119120042 Tr.no; 18079 Restricted To: 00 BRIA(V T DACEY _ 62 FERNBROOK LNo+ �° r CENTERVILLF, MA 02532 Administrator 00-35,090 c'enclosed space (MGL C,112 S.M.) 1A-Masonry only I-1&2 Ftlntlly 140nI86 F01410 to pO66016 d current 041110n 0t 00 M1,e90chu6ett6 Slate pyllding Code ' le cause tot revocation of Ihls Bceirtse. DIG SAFE CALL CENTER: (008)344-7233 1 • ' COMMONWEALTH OF MASSACHUSETTS - r DErAIZ i'M-N7 OF INDUSTRIAL ACCIDENTS 600 WASHINGTON STREET ames Carncoei. BOSTON, MASSACHUSEITS 02111 �Or'"n�55�Cne' WORKERS' COMPENSATION INSURANCE AFFIDAVIT (licensee/permirtee) with a principal place of business/residence ac (Cary/sutc2:p) do hereby certify, under the pains and penalties of perjury, than. (q/,] am an employe: providing the following workers' eompens<rion coverage for my emplovecs working on this job. TC. ci U0 16Y1 Insurance Company Policy Number [ ] I am a sole proprietor and have no one working for me. ( ] 1 am a sole proprietor, gent-;] contractor or homeowner (circle one) and have}sired the contractors listed who have the following workers' eompensarion insurance policy Name of Contractor InsLr.ncc Company/Policy Numbc: Namc of Contractor InsLnncc Company/Policy Numbc: Name of Contractor lnmr:ncc Company/Policy Numbc: 1 am a homcownc. performing all the work myself. NOTE_ Please 6e aware that while homeowners who employpersons to do maintenance, construction or repair work on dwelling of not more tban three units in which the homcov oer also resides or on the grounds appurtenant tbereto art: not gener:Jy considered to be employers under the Workers' Compensation Act(GL. C 152,sect- 1(5)), application by a homeowner for a licecsc or permit msv evidence the legal sutus of an employer under the Workers'Compensation Act- 1 unde-st:.nd that a copy of this statement wiU 6c forwarded to the Depar-.c-.:of Industrial Accidents'Ofnce of lnsurance for cove::s: ve-.ie:;ion and th:t failure to secure cove-age as required undo Scc6on 25.-k o-.MGL 152 can Iead to the imposition of criminal pc.: s cor.sisdng of a fine of up to Sl 500.00 and/or imprisonment of up to one yc and civil penalties in the form of a Stop Work Ordc.- a^.� fine of 5100.00 a d:v a€sins: mc. Sicncd this day of 19 Liceasc:'Pcrmirtcc Liccnsor/Pcrmirtor i i SUBCONTRACTOR'S INSURANCE ENGINEEER: BAXTER & NYE ENG: (L) FIREMENS FUND - S30MXX80564866 (W) LIBERTY MUTUAL - WC1312595563023 WELLER & ASSOC: (L) NAT'L GRANGE MUT.- MSP45246 EXCAVATION & SEPTIC: ROBERT J. OUR (L) U S F & G - IMP30109550901 I (W) U S F & G - 771527-695 DECO CONS'.PRUCTION (L) TRAVELERS - 6603641C8342 (W) LIBERTY MUTUAL - 312446298044 FOUNDATION: BAYSIDE FOUNDATIONS: (L) COMMERCIAL UNION - ABR406267 (W) LIBERTY MUTUAL - WC1312201785044 WELLS: DENNIS SCANNELL (L) TRAVELERS - 660873E5627COF92 (W) WAUSAU - 151300062926 CELLAR/GARAGE FLOORS: MICHAEL BROWN: (L) AETNA - MP0023672849 FRAMERS: ROBERT DORRER: (L) TRAVELERS -. W680526K991TIA9 (W) AETNA - 006CO023972416C MICHAEL DUFFLEY: (L) COMMERCIAL UNION - NBF821356 (W) LIBERTY MUTUAL - WC1312492127024 MASON: SHERMAN, WAYNE: (L) COMMERCE INS CO - N60689 (W) WAUSAU INS - TO BE ASSIGNED ELECTRICIAN: CHAVES ELECTRIC: (L) HANOVER INS. - LI-IN2964649 (W) MISCELLANEOUS INS CO. - 0708878 91 1 PLUMB & HEAT: WHITELY PLUMBING: (L) TRAVELERS - 660365K1782COF9 (W) EASTERN CASUALTY - POLICY IN MAIL ALARM SYSTEM: BALTTC SIECURTTY : (L) FTRST FINANCIAL - FF0131 G400831 (W) COMMERCIAL UNION - CB0743379 CENTRAL VAC: VACUUM HOUSE- MERRTMACK MUTUAL - SBP1608045 r y • / o INSULATION: MAP INSULATION: (L) AMERICAN STATES - 02CC326435-3 (W) U S F & G - 7711099932 SHEETROCK: MEL REED: (L) WORCESTER INS - CB817530 (W) COMMERCIAL UNION - CB11557387 INTERIOR TRIM: DAVID'S REMODELING: (L) COMMERCIAL UNION - NB F821442 14 & R CARPENTRY (L) MARYLAND INS. GRP- SCP30235965 (W) CIGNA PROP & CAS .- C80049997 OAK INSTALLER: ROBERT BUDDEN: (L) NORTHERN ASSUR. - NBF528652 PAINTING: CAMPBELL PAINTING_ : (L) TRAVELERS - 168025IK4083COF (W) AMERICAN POLICY - WCC 186604 GARAGE DOORS: ALL. CAPE GARAGE DOOR: (L) U S F & G - BSC14667590301. (W) COMMERCIAL UNION - CB11573757 STORMS & GUTTERS: ALUMINUM PRODUCTS: (L) AETNA - MPOO2101-4146 (W) AETNA - JC892588130 OAK FINISHER: AMERICAN FLOORS: (L) TRAVELERS 680 342W754-0 CARPET, VINYL & TILE: CARPET BARN: (L) VERMON.T MUTUAL - SBP6507393 (W) PHOENIX INS. - 6NUB476J652794 TILE INSTALLER: TONY AVERINOS : (L) ASSURRANCE CO. - CFP26528977 (W) HARTFORD FIRE - 77WZCY2409 WIRE SHELVING: CAPE COD CLOSETS: (L) U S F & G - BSC146983441 APPLIANCES : KITCHEN APPL MART: (L) FIREMENS FUND - AZC80453098 (W) HARTFORD INS CO - 77WZNB1603 MIRRORS & SHOWER DOORS: L & M GLASS : (L) COMMERCIAL UNION - CBR409003 (W) U S F & G - 0071439933 LANDSCAPE & SPRINKLER: COY'S BROOK: (L) COMMERCIAL UNION - ABR345850 (W) CIGNA COMPANIES - C41138178 DRIVEWAYS: NORTHERN SEALCOAT: (L) MARYLAND CASUALTY- EPA18716945 (W) THE PHOENIX - UB387K530 r I MAScheck COMPLIANCE REPORT 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: 12-30-1999 DATE OF PLANS: 12/30/99 f?': TITLE: LOT 6 OLD POST RD, CENTERVILLE PROJECT INFORMATION: OLD POST RD COMPANY INFORMATION: BAYSIDE BUILDING,. INC. COMPLIANCE: PASSES Required UA = 573 Your Home = 555 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA --------------------------------------------------- ---------------------------- x' CEILINGS 2234 30.0 0.0 79 k WALLS: Wood Frame, 24" O.C. 2714 19.0 0.0 159 GLAZING: Windows or Doors 543 0.350 190 GLAZING: Skylights 60 0.350 21 FLOORS: Over Unconditioned Space 2234 19.0 0.0 106 ------------------------------------------------------------------------------- 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 Sections 780CMR 1310 and J4.4. Builder/Designer Date MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 LOT 6 OLD POST RD, CENTERVILLE DATE: 12-30-1999 Bldg. 1 Dept. 1 Use CEILINGS: [ l 1. R-30 Comments/Location WALLS: [ ] 1. Wood Frame, 24" O.C., R-19 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1. U-value: 0.35 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location SKYLIGHTS: [ ] 1. U-value: 0.35 For skylights without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No �. Comments/Location FLOORS: [ ] 1. Over Unconditioned Space, R-19 Comments/Location 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. 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 A i provided. Insulation R-values and glazing U-values must be clearly � marked on the building plans or specifications. 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 125t of the design load as specified in Sections 780CMR 1310 and J4.4. [ ] SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and require a cover unless over 2016 of the heating energy is from 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" 2.5-411 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" ( 0-1.25" 1.5-2.0" 2.0+" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 I 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only)------------------------ ' r i BiQ�Ery ' BC CALL®2003 DESIGN REPORT- US Friday,April 08,200514:46 Double 1 3/4" x 9 1/2" VERSA-LAIN®3100 SP File Name: BC CALC Project:RB01 Job Name: Vercollone Description: Address: Lot 6 Harvest Ln. ' 3 Specifier: Botello Lumber City,State,Zip:Centerville,Ma Designer: Cadzooks Customer: Steve Mellor Company: Code reports: ICBO 5512,NER 629 Misc: �0 12 1 Standard Load-25 psf 115 psf Tributary 11-00-00 BO B1 2338 Ibs LL 2338 lbs LL 1289 Ibs DL 1289 Ibs DL Total Horizontal Length-11-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 11-00-00 Live 25 psf 11-00-00 115% Member Type: Roof Beam Dead 15 psf '11-00-00 90% Number of Spans: 1 1 ceiling load. Unf.Area Left 00-00-00 11-00-00 Live 25 psf . 06-00-00 100% Left Cantilever: No Dead 10 psf 66-00-00 90% Right Cantilever: No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location Tributary: 11-00-00 Moment 9973ft-Ibs 62.1% 115% 3 1 -internal Neg.Moment 0 ft-Ibs n/a 100% End Shear 3104 lbs 42.0% 115% 3 1-Left Total Load Defl. U304(0.434') 59.2% 3 1 Live Load: ' 25 psf Live Load Defl. U472(0.28') 50.9% 3 1 Dead Load: 15 psf Max Defl, 0.434" 43.4% 3 1 Partition Load: 0 psf Duration: 115 Notes Disclosure Design meets Code minimum(L/180)Total load deflection criteria. Design meets Code minimum(L/240)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1')Maximum load deflection criteria, the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for B1 is 1-1/2". evidence of suitability for a Member Slope=0,consider drainage. particular application. The output Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing above is based upon building code-accepted design properties. Connection Diagram and analysis methods. Installation Consult project design professional of record or BOISE technical representative for connection design of BOISE engineered wood Member has no side loads. products must be in accordance with the current Installation Guide Connectors are:16d Sinker Nails and the applicable building codes. To obtain an Installation Guide or if a=2„ you have any questions,please call b=3„ b d (800)232-0788 before beginning /4"c=2-3 -'— product installation. d= -3 a BC CALCO,BC FRAMER®,BCI®, x BC RIM BOARD-,BC OSB RIM C BOARD-,BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, - v VERSA-STRANDTm, VERSA-STUD®,ALLJOISTO and AJS'm are trademarks of Boise Cascade Corporation. Page 1 of 1 r — a 07/06/2014 12: 13 FAX [a001/001 PEDA Inc. CONSULTING ENGINEERS Dec. 10,2007 Mr.Geoffrey Koper,Architect _ Geoffrey Koper Architect P.0. Box 766 Barnstable,MA 02630 Re:The Vereollone Residence, Wood Post on Basement Slab Dear Mr" Koper: With regard to the above referenced project, please be advised that we have reviewed the installation of the new U4 wood posts between the basement floor slab and the first floor framing. Due to the minor floor loading and requirement to provide for a"stiff floor, it is our opinion that this installation is structurally sound. if there are any questions concerning the above,please do not hesitate to call, Very trul o ors - Paul R Donahue,P. R �i , P.O. Box 724 broke ivlA 02354 781.335.1880 E-MAIL peda I O(OoLeoniqifax 781.626.7019 e . ,T-O-WN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �Iartier- \, 000 (�a7 Permit# �Q(92 L) Huth Division Date Issued Conservation Division � 1 Application Fee bu Tax Collector (�)P� o�Z C7 k — IU L_ — ( obi�b Permit Fee ft Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Stree dAt dress-3At�* 46&)a� 'kisj Village C E Ili 1L;-R X)t LL L Owner bAJE 1 Ck C.0 L,L D Address Telephone 410 o-sa - 3 664 Permit Request O.0 Al S T Ry 6T / AJQP at)Aj L (a)A2'1-rE' DPX 46 4 Square feet: 1st floor: existing proposed 2nd floor: existing proposed f Tonewa r L 2-1 Zoning District Flood Plain Groundwater Overlay -rn c) project Valuation 1P 41602126 .� Construction Type Cn N o � Lot Size 90)&;L1 Grandfathered: ❑Yes UkN/o If yes, attach supporting;R umenta n. ; � o � CD Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) w rn v Age of Existing Structure Historic House: ❑Yes ❑No On Old King's High ay: ❑Yes ❑ No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 2 Number of Baths: Full: existing new Half: existing new 2 Number of Bedrooms: existing new .2 Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size P001:10existing )(riew size o�Q Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use r - BUILDER INFORMATION _ Name .4I AJ Telephone Number a � �' Address S 1 License# uG r-1 L IELA) JS k'D ED AA , Home-Improvement Contractor# /Oq Worker's Compensation# fl _ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO kevj R k Pp �o `rAW 14 po i SIGNATURE DATE l � '� a FOR OFFICIAL USE ONLY S PERMIT NO, DATE ISSUED i MAP/PARCEL NO. ADDRESS --� �, I VILLAGE rr j OWNER � ��" � '� , t �� � _ • ,_ y e , DATE OF INSPECTION: FOUNDATION FRAME t '� INSULATION FIREPLACE , ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL s GAS: ROUGH FINAL FINAL BUILDING Y 76 t P� v £LE DATE CLOSED OUT ASSOCIATION PLAN NO. f r The Commonwealth of Massachusetts " - - Department of Industrial Accidents 01fiCc 01127FOSAPHORs 600 Washington Street Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit name L� U `C+Li t, /'locate n gQV � �-6 tt11 i ci C \)I , hone# ❑ I am a homeowner performing all work elf. ❑ I am a sole r rietor and have no one workin in ca achy ravidin workers'co ensation for mp emplogees working on this job. :: : : ................ Iam an e l r g mP ::.::::: :.::::::::: ::: ::....::::::.:.:::::::.;:.;;:.:::.:;.:;.:::.::::. 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'::^'J :.:.':r.'.;: ::::: ::::s:%: ::i: :::::;: a: ;� A:.ft'� ,�>::;.:;.;:;;.:.phone#• ��e�' ❑ I am a.sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have ' compensation Polices:e following work mP ................P.......::::::::::::::..:::::,::.;:.;:.:::.:::::::::::.:.:<.::.::::::::.::..::::::;:.;:.::::.:..::::::::::..:::::..:::::::::::......:::::::. ::.;:;.;;;:;:.;:.;<:>::>::>::>: the g.................. ..::::::::::::::.........:.:.:::.::::.::.......:...::::::::::..::::..........:::::::::::::.:.........::::::.::.:::::.:..........::::::::::::::::::::::::.:.:::::::::.;:.:.:::::::.:::::........:::::::::::::::......... X. I. aim an;°.name. ?> :> 14:5<!:;:}ii'iiiiiii: ?iiii isviiiii:�i<v:..i:4:'ii::iiS}:'vi:::>:�:i:j llt►11t` ......................:::::::: ::: :::........................... ...........................................:::::::::::::::::::::::::::.............................. .:.�:. ....... ..................:.:::............... ......:�c;:;:•:: :v•:: ...............................................................................:.................................:........................:.:...................... wi 'ii�iuranc address 7i .. .............. ct ..::.::::................ .............................................. :.:... ......... ... Fafimre to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to 51,500.00 and/or one years'imprisonment beell as civil to ahthe Offiin ce of Invelties stigations of the DIA fORK �orco coverage R and a�rification of 00 a day against me I understand that a copy of this statement may I do hereby certify under the pains and penalties of perjury that the information provided above is true and eorreed Date / •���•3 _ Signature Print name S Phone#�. WWWRON official use only do not write in this area to be completed by city or town official city or town: permit/license# (]Building Department ❑Licensing Board 0 checkif immediate response is required ❑Selectmen's Office (]Health Department contact person: phone#; - ❑Other (mud 9/95 NA) 1 _J 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 orMother legal entity, or any two or more of "' • the, gregom engaged in a joint enterprise, and including the leg 'representatives a Seceased employer, or the.�receiver or r , ., 'trustee of'aii individ`teal,partnership, association or other'legal 9#y;,temploying,employees€ However the owner of a dwelling house having not more than three apartments and who resides therem, or the occupant 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 Jo'caUlicensing 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' 'surance coverage required: Additionally,neither the commonwealtli nor any'of itspoiific;il subdivisions shall enter into any,contract for the performance_of public work until acceptable evidence,of compliance with the insurance requirements`of`this chaptter Katie been presented toy 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- cense is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you 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 pernut/license number which will be used as a reference number. The affidavits may be re tuned 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 donut hesitate to give us a Co. TheDepaitnient's address,°telephone and fax number: .- . ,,_; j �', _e,,,"cy,�, , The Commonwealth Of Massachusetts Department of Industrial Accidents gtflce of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 °FINE T Town of Barnstable Regulatory Services i s "* Thomas F.Geiler,Director v Mass. $ �A 1639. Building Division rED MAi� Tom Perry,Building Commissioner 200 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 not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other requirements. Type of Work: /N R 0 l�I�J.A �t yA 1 kJ a,. FDO Ustimated Cos 3.��0 Bo . / Address of Work; � QI�ES' �•�}A1 k C�JII�C�. ��LL� Owner's Name: h&j C y E Q 0.0 �-•�+B Date of Application: " Z•� ©'3 I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 []Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR 1-- =� Date Owner's Name O:forms:homeaffidav { {`YC + LOT rO1U�DAtON &I too Fa s - . LOCAr I I D PLOTPLAN IG p.T."""%r_rM S FOVVArVN r, r� oN rw-6Rauo AS wmN im-M.-ON ANP' r � WVF5T M., Ca4rFRVLIf, MA p 1htAT IF.GONF`OFeMSTO,ThEMN1�"DUL W ' r iSFT c' a rrrS of I'tE rOWN OF' ��v Ida:' iAY if MII-D _6 ING- ' r + �/ J7b I+U Tw DATE: fir: SIEVEN A�lEi11rT 19T ZOOx LPF'-I 3 _ WELLER A4 yeti g . r'Y_Ir+OUf li P.DjM^► 1�1.J qG GEr�1�T/PJi�v/M-�L�,�' /� j h ` ` �$ as LARD r , �`' MAP 70' :J7 a j^kUCC' wjG4 D OUART# TH POOLS&SsS', J1 8W YY T. FLEASAIVT S j P.EET . ' NEw BEDFORD, t iA '02745 IlFtee 0l.LoNr 503 :f LL V4 r4 _ T cJ llg (/JOI)LriLOlI7.lU6CL�C�L.O��.!l(.ri4JQ,f.J2fl��d j, Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration: E iration: 9/29/2004 Pri Poration DARTMOUTH POOLS&SPAS NORRY ALVES 880 MOUNT PLEASANT ST. NEW BEDFORD,MA 02745 Administrator BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 004228 Birthdate: 10/29119 xptres: 10/29/200 Tr.no: 6064 , Res r NORRY K ALVES 880 MT PLEASANT ST NEW BEDFORD, MA 02745 Administrator ti �Y • . r ,8 i -ACQRDN C�RTI�IGAft Ut- �.IAbiLI i r 1tV�►UMMI��.� _ 0l/1�/zoos _ -. . ' F>r�I�l�uek�F (50�8)9J4-96$8� � FAX (508)591-5461 THIS CFRTIpICAr�_IS ISSUED AS A MATTER OF INFORMATION , & KESTENBAIIM ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE .RUTKOWSKT HOLDER,THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 414 COUNTY STREFT ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. NEW REDF ORD, MA 02740 INSURERS AFFORDING COVERAGE iraSURfia (�aptnl�u�ti% l$ & Spa s ]Cnc 1FJ::.uRER A C.NA Insurance C(7lnpany $80 Mt Pleasant Street INSURER 9 New Ovdford, MA OZ745 Ira taHErtc _ INSURER D: _ INSURER E - — - — cOVERAGES THE FL IFlES r)F li v% DANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVIEH FOR TtiE POLICY PERIOD INDICATE[),NOTWITHSTANbINO ANY REQUIREMEN'( TERM OR CONni,rioN OF ANY CONTRAr:T OR OTrIER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY Pl-R1'AIN,TI Jw:INSURANCE ArFORhtD BY'rr1 POLICIES I7EscRIBED HE Is,5UB.FFCT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH Pol-ICIrS.AGCREOAIT:LIMITS SHOWN MAY HAVt DEEN RLDUCt,D BY PAID CLAIMS, INSFI )"(PE,Or INSURANCE — POLICY NUMl3ER PCbHLfFYfi1MM ph FOLDY�IMMro A1ION LIMITS OpNIRALLIAHIIITY B2055329011 01/01/2003 01/01/2004 EACHOCCURRCNCIF $,.. 500,000 X r:(aMMI:'RC,IA(.Or.NFHAL t IAE�iLrfv HIRE DAMAO,C 400,000 (Any ore fine) S _ CLAIV1 rAAQ(i rv-1 liCr'UR - - MCD EX(•'(Any Ono p�i;on) _ 5 10,000 L._ A PGF:-rJldAl R ADV UaJl1R'I $ 500,000 GENERA!.Af�dR1=GATL ti h,000 000 (zLN'L A(:d_.ItL-(,A I'(�LIMY Ar•Klrro PER; rROMCP .COMPIOP A(;U IS 1,000,OOQ !'CI ICY ljTe�T rr LO(: — T — —. —�.,.....�.�_L —4_.. ,.. _ ,._,, --- ,.� -- -- N1 AUTOMOBILE I,iAEtII.ITY 7796883 ~ 01/O1�ZQ03 01/O1/2004 COMBINEDtiINOLGLINur (ta o -ident) ANY AUTO — ALL 0WI'Jf'.0 AUT()Y, BODILY INJURY � X srf u.L,Ln rcn AI.rO.- (r'Hr parson! — 100,000 A .X t 101 D AUTO.', GODILY INJUFZY (Fur accidenu 300,000 . X NON OwNCN AU'f Cb;' — — PROPFRTY DAMAGE g — (Per aocloont) 100,000 (:iARAGC L,IAl3ill}Y Y _ •y AUTO ONLY,EA ACCIDFNT W y� �l A Nl'A(IIU• DTI IGR THAN EA ACC 'I; -- AUTO ohILY• —. � A00^S — — h)(DF.rs LIAnILITY� EACH OCCURRFNGE _ S —„�rtctiall2 CIAIM;MADE AC7,02CGATE Irl vur TIF l L --• — — � ---- Ftt ft IIfp�N y _ - -- C255329058 —� 01%01/ZOCt3 t!1/01/z004 ` Ti�,;;� 'r Wc)RICLftr;cOMP(Nr ATION AND Tc)r�Y uI ER [.MpL0yITR LIABI01Y G.L.EACH ACCIDENT_ $ � 100,000 A El DISFA:-F•CA EM114DY0 $ 100,000 E L.CJI:7tasC-PtlLICY L IIAIT s 500 000 O1THe — — 11EsCRIkTION OF OFIFRATIOf4SI(NICATIONS'IVCHICLESIE'XCLUSION5 ADDED BY ENOORSI;MENTlSP GIAI PROVISIONS L CCRTIFIaATC f�OLDER ADDITIONAL INSUAf:o INSURER LE'rTFR uCANCELLATION �— SHOULD ANY OF THE ABOVE DESCRIotm POLICIES BE CANCELLED r:.EFORC THE FXf IRATION GATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 D►.1'S WRITTEN N01IGETO THE CERTIFICATE HOLf*R NAME[)TO TIrE LEFT. . (10T VAIIJAW 10 MAIL,t ICI N011c•r f.'d IN.I.Ina!a:ff;L No Onl.IGArION OR LIAIIII.I I Y Wr tl-nou l'h foal & SPAs 111c SRQ Mt P7erisant StreetQFANY-KIN(*WRQNTHECOMPANY,ITSAGFNTh REPkFSENTATNF:'•. AUTHURIZED RE RE.1 NTATIVE New BeIlford MA 02745 � 1►1 tL: �,1.. LiAcORD CORPORATION 1988 y JOB .NAME:.VERCOLLONE SKIMMER RETURN Spa x c tNP �- a 4� I :, �� ' •, ' - T �� � .., � - r Light BENCH �.- •{. u ' -���: -�k <� `���r � -� " . Initital. SCALE: 1/8" = 1' 0" . t DARTMOUTH POOLS & SPIAS, "K. r1 '880 MT. PLEASANT STREET NEW BEDFORD, AAA 02745 508.- 998-7100 \VAT ER Lli,1E M VARIES - U N ----- , x DARTMOUTH POOLS & SPAS, INC. 660 MT, PLEASANT STREET NEW BEDFORD, MA 0 d145 508 - 998-7100 "L� T aE, y, .. r.. r • �� _ . • t_ 1 r z 1TE !{�; tp 1j • 1 l_ 'ate'` t•..' 4�. _ - � .. ~ri - ,SE LF-PRIMING MEDIUM HEAD POOL/SPA PUMP A rapid,self-priming,medium head pump in 3/4 through 2-1/2 HIP MPR SERIES with an extra large,Integral hair and lint strainer. Precision- molded of a proprietary blend of glass-reinforced thermoplastic MPE ENERGY SERIES O that is highly corrosion resistant.The ideal pumps where high EFFICIENT cO flow and quiet operation are required.Union fittings optional, not included. PUMP PERFORMANCE NONE TRAPwrnoNrNP11HD.uN�aNAu 31/4'-mAM(AlwlsraNDARDeuml(ssmp. ; (EXIaNAII7 A((13rf4AANEUNION(OIIAROUII-200P. 80 --- A BEST EFFICIENCY SIZING 1011/32 3INpISQIANGE 7NPITHD.IORaNAU 419/32 __.. 0 -1 AMMCAN STANDARD 111M S ; 1HD.IEXIM TO A(aVI SfA-Riff ; UNION(OIIAROUII.100P. W 1/2HP- 60 2 4 SI/R _. 5I/16 1/2-14SPf 1/ Z ----- 3 123/31 ; — — — 40 2 HP 95/R ~O 2-1/2-,1/3 HP 613/16 11-Y0 3/4,HP 1 HP 1-1/2-1/4HP� 1/1 137/8 R 0 20 40 60 80 100 120 U.S.GALLONS PER MINUTE lDz3/3z Dimension s n/3z—i Catalog No. "A" MPRA6DL 25-1/8" Approx.Ship. MPRA6EL 25-1/2" Catalog MPRA6FL. 26-1/2" + Number Description Weight(Ibs.) MPRA6GL 27" 73//84 , 77703-0100 2"Union Half x 1-1/2"FPT- 1 7/16 Package of 2 MPRA6YFL 26-1/2" 913/1677703-0101 2"Union Half x 1-1/2"Slip- MPEA6DL 25-5/8" Package of 2 1 MPEA6EL 26" 11 j4 PKG 188 2"Union Half x 2"Slip- Package of 2 1 MPEA6FL 26-5/8" AIN RUG 4NPnHD• PKG 189 2"Union Half x 2"FPT MPEA6GL 26-5/8" IPIAaS Package of 2 1 MPEAA6GL 27-1/4" MPEA6YGL 26-5/6" C3-185P3 Acrylic Trap Lid (Biguanide Resistant) 1 MPEAA6YGL 27-1/4" U79-11 Trap Lid Wrench 1 17350-0008 Rubber Pump Base Pad 1 .. Catalog No. Catalog No.Standard Energy-Efficient Nominal Maximum Maximum Load Amps Approx.Ship.Wt.(Ibs.) Dyna-Glas Dyna-Max HP BHP Voltage Dyna-Gies Dyna-Max Dyna-Glas Dyne-Max SINGLE SPEED MPRA6DL - MPEA6DL 3/4 .95 115/230 13.4/6.7 11.0/5.5 35 37 - MPRA6EL MPEA6EL 1 1.25 115/230 15.3/7.6 13$164'.9 37 39 MPRA6FL— --MP-EA6F.L__ --1,1/2�1.65 115/230 19.2/9.6�16:0/8:0 �42---^--44 LMPRA6GL. MPEA6GL 2 2.20 230 12.0 10.4- 49 51 _ - -------_ - 11.2 54 MPEAA6GL 2-1/2 2.60 230 :TWOI'SP,EED 1-1/2-1/4 1.65 230 9.2/2.5 Y - _ -' 45 MPRA6YFL -_ MPEA6YGL 2-1/3 - 2.20 230 - 10:1/3.7 - MPEAA6YGL 2-1/2 1/3 2.60 230 - 11.9/3.5 - 57 2 • ® SM SERIES—Sta-Rite Is proud to expand on Its proven SYSTEMPosi-Flo•cartridge design,and bring you the product that • makes Ultra Capacity Filtrationym a reality.No longer simply F I L T R A T I O N "cartridges,"Sta-Rite's advanced technology has brought an entirely new class of filtration to the Industry.Sta-Rite's modu- MODULAR MEDIA lar media concept incorporates the latest In media science, FILTER perfectly balanced flow,and an integral manifold design: namely,Ultra Capacity Filtration.This filtration concept puts totally care-free operation within reach of today's pool owners. N,SE CERTIFICATIONS-The filter shall be tested and certified by a nationally recognized testing laboratory to conform to NSF Std.50. • Cat.No. A B C D E ^ S7M120 28.5" 42" 7 36" 50" E-; S8M150 32.5" 42.25" 8 40" 50" A= width B= height C= number of clamps U D= area(width)needed to take off clamps E= area(height)needed to remove top half of tank A All dimensions shown in inches. PERFORMANCEFILTER E MAX-FLOW MAX.FLOW E RATE S7M120 RATE 38M150 8.0 0 [- so ----- 8 �INLET d - - --- - o - 1.812 � OUTLET a If 9.19 �2"STA-RITE UNION CONNECTIONS 20 40 80 so 100 120 FLOW RATE W GALLONS PER MINUTE Filter Optimal' Flow Rated" Turnover Rate(Gallons) Tank Approx. Catalog Area Performance GPM (Flow Rate x 60 x Hours) Port Ship.Weight Number (sq.ft.) at this GPM per sq.ft. At 6 Hrs. At 8 Hrs. At 10 Hrs. Size (lbs•) S7M120_ _ 300 _ __50-80 50-100 18-36,000_ 24-48,000--30_60,000�2_-----j 20 -I 2, S8M150 450 50-110 50-124 18-45,000 24-60,000 30 74,000 = U. 'Operating at '-GPM will provide the longest filter cycles combined with the best and greatest dirt loading capacity. "Based on NSF rated now range of.333 GPM per square foot for the S7M120 and.275 GPM for the S8M15Q. No backwash valve required. NOTE:Operating Limits—maximum continual operating pressure of 50 PSI.Pool/spa(bather)applications,maximum operating water temperature (internal filter)104"F(40"C). ' ....... _ - • •, • • �.. fi; Catalog Approx.Ship. Number Description Weight(Ibs.) PKG 188 Union x 2"Slip Adapter-Pkg.of 2 1 PKG 189 Union x 2"FPT Adapter-Pkg.of 2 1 77703-0100 Union x 1-1/2"FPT Adapter-Pkg.of 2 1 77703-0101 Union x 1-1/2"Slip Adapter-Pkg.of 2 1 25021-0200S 100 sq.ft.Inner Replacement Module for S7M120 9 25022-0201S 200 sq.ft.Outer Replacement Module for S7M120 21 25021-0202S 191 sq.ft.Inner Replacement Module for S8M150 18 25022-0203S 259 sq.ft.Outer Replacement Module for S8M150 27 40 J . TOWN OF BARNSTABLE.BUILDING PERMIT APPLICATION:. Map ® Parcel V - Application# 66 7©J W O Health Division / Date Issued ,,l} Conservation Division -, A lication Fee w pp Tax Collector ._ ` Permit Fee d� Treasurer 01 )9))dG7J4L Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address � � � �0.�.� Village r Ct �.� Owner t)(AV' 9 f�I \hlfu i l a � Addr Telephone Permit Request (m 1 S"TINA -I t (�r Square feet: 1st floor:existing' proposed 2nd floor:existing )Q proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation �'Construction Type AgTqo Lot Size _ . �.r � Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure ^'r Historic House: ❑Yes *No On Old King's Highway: ❑Yes (410 Basement Type: k ull Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing_ new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: was ❑Oil ❑Electric ❑Other ri Central Air: MYes ❑No Fireplaces: Existing New c` Existing wood/coallstove: O`Yes p~ ❑No Detached garage:❑existing ❑new size Pool:boe'xisting ❑new size Barn:❑existing ❑new s ze C -ter Attached garage:krexisting ❑new size Shed:Wexisting ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Q, � ,�, Proposed Use BUILDER INFORMATION / Name. / � A/ l Telephone Number Address ! _�-� ` Jr License# i )� Z � � a�,t,� 1.�� cg Home Improvement Contractor# 1 17 om'�f �14 . T T' i Worker's Compensation#-77 0 --1() t) fx A( ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE / ,N /07 g ' I_ r FOR OFFICIAL USE ONLY APPLICATION# DWI E ISSUED Y MAP/PARCELNO. ' x , ADDRESS VILLAGE ' OWNER t 4 DATE OF INSPECTION: r " FOUNDATION - s FRAME INSULATION 6� Ifloi '? V! } V FIREPLACE ELECTRICAL: ROUGH FINAL - ti F PLUMBING: ROUGH FINAL GAS: ROUGH FINAL Ri FINAL BUILDING 4;sla - r me- DATE CLOSED OUT r ASSOCIATION PLAN NO. - r v The Commonwealth of Massachusetts Department of lndustrial,(dcidents - Office of Investigations 600 Washington Street- . . . Boston,MA 02111 }. www.m ass.gov/dia Workers' Compensation Insurance Affidavit •Builders/Contractors/Electriclans/Plumbers Applicant Information r Please Print Legibly Name(Business/Organization/Individual):. ./yam • •Address: �-•�1 of ..Q�'C '���1 C��e'Y . City/State/Zip:Vj _� hone. Are you an employer? Check the appropriate box: -Type of project(required): 1. I am a employer with--1 4. [] I am a general contractor and I , employees(full and/or part-time).'" have hired the sub-contractors 6. ❑New construction . .2.❑ I am a'sole proprietor or partner- listed on the-attached sheet. 7. FMemodeling ship and have no employees These sub-contractors have g. ❑Demolition workingfor me in an capacity. employees and have workers' Y P tY• [No workerrs' comp. insurance comp.insurance.$ 9. ['Building addition required.] 5. ❑ We are a corporation and its 10.[j Electrical repairs or additions officers have exercised their 3.❑ I am a homeowner doing all work 11.❑Plumbing repairs or additions myself [No workers' comp. right of exemption per MG!, 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no 4 employees. [No workers' .13.❑ Other comp. insurance required.] . *Any applicant that checks box#1 must also fin out the section belowshowing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavitindieaiing such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must providb their workers'comp.policy number, ram an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. ` hnsurance Company Name: Policy#or Self-ins.Lic.#: ;):O tx Expiration Date: Job Site Address: L -0^.tnRa City/State/Zip: 1 1� • Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date),• Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK.ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the.Office of Investigations of the DIA for insurance coverage verification. Ido hereby ce under the poi and penalties erjury that the information provided ab ve is true and correct Sienature: �� Date: �' Phone#: Official use only. Do not write in this area,'to be completed by clay or town ofj-iclai. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector S.plumbing Inspector ti. Other ' Contact Person: Phone#: � TME, y Town-of Barnstable Regulatory Services * x Thomas F.Geller,Director 16.1 ,�� Bi ldiug.Division °lED MA'S Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 509-862-4038 Fax; 508-7.90-6230 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 not more thm four dwelling units or to strictures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: Y1� Estimated Cost v. ,Address of Work: Owner's Name: D qn rA vI Date of Application �� I hereby certify that: Registration is not required for the following yeas on(s): []Work excluded by law n1ob Under$1,000 ElBuilding not owner-occupied' []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME MROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES.OF PERMY I hereby apply for a permit as the ag f of the owner: 67 G (.? Date Contractor aznb ' Registration No. OR Date Owner's Name ' TaDse aS3.1n(eaausaedJ , -"cap Pack:gd for dito xa$T;'>� 'i=W RnideAtW BalldtaP'HeiteA mEq C�t'Iing Walt F3oat aasemmi Slab •SeattnglCwling Qlaangum MAXNEM $ de! pgcdpmeat6acac . Arca'Cf•) U vnluc= A-vatvsa ' &YstueI Pam' 3� I A-v�u� 1;•mlue� 570I to 65DO Ht=x lag Ilegrsr 17n� � IZ'f,• Mo 38 13 I9 10 6 140=1 R i2ya OS? 30 I9 +19 10. N0 •6 ' 'f57�k'US S I2� 4.50 31 13 I9 30 Normal T I5*f. D36 31 13 23 NA . .NIA. IS'f. .04.6 38 19 19 10 V 15 AFM y IP/d 0.44 3E 13 23' NIA NIA 15 t9 19 ID AFVE • � 1sy� 0,� 30 3 . 13'f. D3Z 3a ' 13 25 NIA► NIA Normal -x Normal 1► 13%. M2 31 19 25 NIA NIA` gD AF[TE Z 12% 0,4� 31. 13 19 la •S �, 100% wo 30 19 19 ID � 93 AF{TE 'DRESS OF PROPEF�TY: 2, SQUARE FOOTAGE OF ALL.EXIMMOR WALLS: 31 SQUARE FOOTAGE OF ALL GLAZING, 4, °I, bLAZIN(3 AREA 403 DIVIDED BY•02): sELECT PACKAGE(Q--AA-see chart ab ove): ; MOTE OTHER MORE IN-VOLYED I MTHODS OF DEiEAMi ZG ENM'Gy REQUMEMENTS : . ARE AVAILABLE, A.SK•US FOP,TMS INFORMATION, d 1 BMDINCHNSPECTOR APPROVAL: • YES;• NO: q-farms-©o4303a a is ----------- Board Of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR License or registration valid for individu 'r` before the expiration date. If found retu Registratiori 117610 E Board of Building Regulations and Stan( xpiration tQ/25/2008 Tr# 124413 One Ashburton Place Rm 1301 r _ Individual Boston,Ma.02108 STEVEN L.MELLiOR� `i STEVEN MELLOR� :" ' 199 PERCIVAL DR ` W BARNSTABLE MA 02668 Administrator Not valid without signature g B.QARD OF BVILOING;REGULATIONS' ;License CONSlRUCTI.ON.SUPERVISOR: u, r; 3 I; Numb(r'CSC 049879 Birth e5f22/?9.57 Eixs 01/72/ 008 Tr.no: 25107 Res STEVEN L MELLOR `,s1 199':PERCIVAL W BARNSTABLE MA`b2�tif3 I j Commissioner I L - — 1 REScheck Softwa re Verson 4.0.1 Compliance Certificate Project Title: VERCOLLONE ADDITION Report Date:09/01/07 s Data filename:Untitled.rck Energy Code: Massachusetts Energy Code Location: Barnstable,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 15% Heating Degree Days: 6137 Construction Site: Owner/Agent Designer/Contractor: 36 HARVEST LANE DAVID VERCOLLONE KEVIN WERNER CENTERVILLE,MA 02632 36 HARVEST LANE FINE LINE DESIGN CENTERVILLE,MA 02632 8 WEST BAY ROAD 508-771-2151 SECOND FLOOR OSTERVILLE,MA 02632 508-420-1296 GlazingGross Cavity Cont. Assembly Area or R-Value R-Value or Door Perimeter — • TOTAL CEILING:Cathedral Ceiling(no attic): 1109 30.0 0.0 TOTAL WALLS:Wood Frame,16"o.c.'. 38 2328 19.0 0.0 118 ALL WINDOWS:Wood Frame:Double Pane with low-E 306 Door 1:Glass: 34 0.340 104 Door 2:Solid: 0.380 1321 Floor 1:All-Wood JoistlTruss:Over Unconditioned Space: 0.280 6 p 1109 19.0 0.0 52 Furnace 1:Forced Hot Air.78 AFUE Air Conditioner 1:Electric Central Air.13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 4.0.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Name-Title Signature Date Project Notes: ADDITION TO EXISTING STRUCTURE i VERCOLLONE ADDITION Page 1 of 4 w REScheck Software Version 4.0.1 Inspection Checklist Date:09/01/07 Ceilings: ❑ TOTAL CEILING:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑TOTAL WALLS:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ALL WINDOWS:Wood Frame:Double Pane with Low-E,U-factor.0.340 For windows without labeled U4actors,describe features: #Panes_Frame Type Thermal Break? _Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.380 Comments: ❑ Door 2:Solid,U-factor:0.280 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: ` Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air 78 AFUE or higher Make and Model Number ❑Air Conditioner 1:Electric Central Air.13 SEER 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 are sealed. ❑ When installed in the building envelope,recessed lighting fixtures#meet one of the following requirements: 1• Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2• Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture has been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ Installed on the warm4n-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ In R-values and glazing U-factors are clearly marked on the building plans or specifications. VERCOLLONE ADDITION Page 2 of 4 [] Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Ducts are insulated per Table J4.4.7.1. Duct Construction: 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,are sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. The HVAC system provides a means for balancing air and water systems. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: Rated output capacity of the heating/cooling system is not greater then 125%of the design load as specified in Sections 780CMR 1310 and AA Circulating Hot Water Systems: Ll Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. VERCOLLONE ADDITION Page 3 of 4 i Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains a Heated Water nd Runouts Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 .0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 Low Temperature 120-200 1.5 2.5 Steam Condensate(for feed water) Any �.p 1 0 1. 1. .0 Cooling Systems 1 55 2.0 Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 Brine Below 40 1,0 1 1.0 .0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) VERCOLLONE ADDITION Page 4 of 4 f 1 . e r 9. CERTIFICATE OF INSURANCE ISSUEDATT;(MM/UU/YY) _ PRODUCER % THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND _ CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE Eastern Insurance Group LLC DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 233 West Central Street COMPANIES AFFORDING'COVERAGE. N31i1 MA 01760 INSURED Steven L Mellor COMPANY A.I.M, Mutual Insurance Co 199 Percival Drive LETTER A West Barnstable, MA 02668 (COVERAGES i'HIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REOt1IREMENT,TFRM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPEC"TTO WHICH'rHIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO.ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, CO TYPE Ur 1NSTALANCE POLICY NVMBI R POLICY EFFECTIW POLICY EXPIRATIO LIMITS L'fR DATE(MMIDDIYY) DATE(MMMD/YY) GIiNIiRAI.LIABILITV GENERAL AGGREGATE $ ICOMMERCIALGENEkALLIABILITY PRODUCTS,•COMPIOPAGC. $ i �(LAIMS MAUL';—�)CC:UR PERSONAL&ADV.INJURY $ _I OWNER'S k CONTRACTOR'S PRO'I'. &ACH OCCIJRREIJCE $ j FIRE DAMAGE(Anyone tire) S i MED.EXPENSE(Any one person) $ AUTO OBILE LIABILITY COMBINED SINGLE $ nNY AUTO LIMIT j ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Por person) HIRED ALITOS BODILY INJURY $ NON-OWNED AUTOS (Per accident? - GARAGE LIABILITY ` PROPERTY DAMAGE $ L.xCI;SS LTABILITY EACH OCCURRENCE $ (jtiiBRELLA FORM AGGREGATE $ ,)TI•Ii-,R'rl-IAN UMBRELLA FORM X WCSTATU• OTH- WUI(KER'S COMPENSATION AND TOR LIM TS 1 1,MPLOY1216'LIABILITY g ; 7020385012006 12/27/2006 12/27/2007 EL EACH A=FNT THE I'k01'JFXEC t FxRXCL NCL EL DISEASE—POLICY IT $ 500.000 OFFIC RR ARE: ECUTIVE $ I00 000 OFFICCRS ARE: EEL DISEASE.-EA EMPLOYEE OTFIER I UESCRII.11ON OF OPLltA'riONSYI,OCA'riONSIVIIIlICLESISPECIAL ITEMS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE TOWN OF BARNSTABLE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 15 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR 200 MAIN ST LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE HYANNIS, MA 02601 ZWE, y Town of Barnstable. p i W 0„� Regulatory Services + BARNSTABLE, Thomas F.Geller,Director Building, Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 "w.town.barnstabk.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder as Owner of the subject proper ty hereby authorize to act on my behalf, in all matters relative to.work authorized by this building permit application for: . (Address of Job) a e of er Date �U/P l/ .� ' Print Name QTOR-?S:OwNERPERMISSION < �y TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map_��� Parcel Permit# � `T Health Division Q r®� ®STABLE Date Issued Conservation Division 5JDX�y � � AIR —� Ark 7. 4 4 Application Fee 6 01 a� Tax Collector Permit Fee 2 2 2. . j Treasurer 0 C ISION Planning Dept. EXISTING PTIC SYSTEM Date Definitive Plan Approved by Planning Board LIMITED TO #OF BEDR Historic-OKH Preservation/Hyannis Project Street Address 36 h \Kkjl� Village � Owneru acr R .��g, Address Telephone D "' _72 1" Permit Request Square feet: 1st floor: existing_ proposed 2nd floor: existing 0 proposed �_ Total newf� Zoning District Flood Plain Groundwater Overlay Project Valuation A" 'R 0,1-9�1 2 Construction Type Lot Size e 600 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Ur Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway ❑Yes 0 No Basement Type: tW't-tuLull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing_ new 0 Total Room Count(not including baths): existing new- First Floor Room Count S Heat Type and Fuel: Cas ❑Oil ❑ Electric ❑Other 12 A 12�. Central Air: a es ❑No Fireplaces: Existing , Newer_ Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:Yexisting ❑new size Barn:❑existing ❑new size At6ched garage:(Wxisting ❑new size Shed:❑existing ❑new size' Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use a Proposed Use BUILDER INFORMATION Name �Q Telephone Number -�- — T Address � %o M Y License# � k 77 u�3a J,�g. Ma_ Home Improvement Contractor# t Q 026( SC Worker's Compensation# �� L-�J 7 y ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 3 AL., ¢L FOR OFFICIAL USE ONLY s >_ PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE i OWNER 1 DATE OF INSPECTION: FOUNDATION Q i ! ' FRAME G INSULATION r � FIREPLACE ELECTRICAL: ROUGH FINAL iTt i PLUMBING: ROUGH FINAL _ r GAS: ROUGH c7 FINAL FINAL BUILDING 1e f- =/! " 0. ® ,! 7� ca / DATE CLOSED OUT - - ASSOCIATION PLAN NO. _ The Commonwealth of Massachusefts Department of IndustriaFAecidents met Wk Mop rM .400 Washington Street .'Boston,Mass. .02111 Workers''Com ensation.Bisurance davit-General Businesses ' �raq;�,' - •• :'!R°?'a.• ;ra, a„"`�w..— •n �. .• ;.•-_ "; ,::stet Ri., .• name: address: l J OLJ-�_ntk_� 1 Q nr`x „ . slate: 0. ziv:® 1 3,�, �7 1 work site locaticni(full address): am.a sole proprietor and have no one Business Type: E]Retail❑Restaurant/Bar/Eating Establishment working in any capacity. ❑Office[] Sales(including Real-Estate,Autos etc.)' ❑I am an em to with em to ees full& art time.): ' Other �am an % //DWIill/ //// %%/////. �/% %//// /////�� I am an mployei provi&--g workers' comueAs lion for my employees worlan on this job. • t.r •.:a:ca.• .•y.• 'J '' :•.i,' �. .t •i;' ':'a•-:•••f'^+' tiT'+�.'+r�i ,. .{•' . ed'dr•e'sS� ''� Y'`�••'•,,:•':'•\'fiY�l�wIJV:'Vl/�•'r!r,.:,�••�e,,}.1:.� .Yi..•... :•i.. :J»� �t•'�P7.:! 4 ;irisiirarice.cur: t M•u::r:,.. oli #'' �` ::: I am a sole proprietor and have hired the independent contractors listed below who have the following workers' ; •compensation polices: coal `!'� ;.i�, ty„ rY;.i:i�:r!',rt:�L;`a. .'e•;.ij•"`•.. ' .. _ : ..tr.:',r ;i','..�'•Y;;k '` 'I- .. ..' address:. s• :.. _ : :t 7r.:t:.•: .t •<::a '�I.,r.j::•yf: v:f�'r.::',.. , . 't'•l.;'.:: t, •:r -e:� y. :P •,•.Cs..'��'• Y�:S:1'tAa•%n'^` , .}!�. - "ti r :i•i•:. ?1 .;i.: itisurence'co. '*: n�' w r• u•w. oltc # t •.• colnAeIlV nBII eia- 'i': :, r 4•. addre'ssi. •'` •` •.t.s .,.t•.:':''•�i4.'.. r.k �.. . .t.. •`''ih. •. .:yS r.e. ..•1:.'�j,,. . 4 :i: insnrance��i•J" '.`k. .:4'. "O�1C:':tt`->.:,i: Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as ch+ilpenalties in the foim of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that p copy of this statement may be for-Warded to the Office of Investigations of the DIA for coverage verification. I do hereby ce under the pain and penalties of perjury that the information provided above is true d corre54 Signature �� Date 0.7 Print name •V��• •4 Phone# 51/k V.'7 2 4 / YJ: official use only . do not write in this area to be completed by city or town official city or town: permit/lfcense,# ❑Building Department ❑Licensing Board ❑-check if immediate response is required ❑Selectmen's Omce ❑Health Department contact person: phone#; ❑Other (mvised Sept 20M) Information and Instructions• ; Massachusetts.C-�etera1 Lav,s`,chapter�152 section 25:regi&es all eemgloyers.to provide workers'.compensation for their.. employees:' As quoted from,the laud, an employee is.defined as every person inthe 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 mare of the foregoing engaged in ajoint enferprise, and including the legal.representatives 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 bay.mgt mnore than three apartments and-who resides therein, or the.occup ant of the 'no ,dwelling house of': another who,employs . ons to do,mainteenance, 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 bean employer. MGL chapter 152 section 25 also'states thaf 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.cbmmonwealth for any applicant who has not produced acceptable evidence­of compliance with the insurance coverage required Additionally, neither the ' comma onwealth 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.. Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits maybe 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 drat the application for the permit ar.license is being requested, not the Department of`Yudmtrial Accidents'. Should you have any questions regarding the"law"or if you are required to obtain a-workersT•compensation policy,please call the.Departznent at the number listed;>�elow. 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 pernut/license number•Which wm be used as a reference number. The.affidavits may.be:returned to by.mail or FAX unless other'arrangements have been made. the Department 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.:••. The Department's:address,telephone and fax number: . . The Commonwealth Of Massachusetts- Department.of Industrial Accidents BMW of Wesugations 600 Washington Street Boston,Ma. 02111 fag#: (617)727-7749 phone#: (617) 7274900 egt:406 Town of Barnstable y Regulatory Services H,►iuvsrasr�s, Thomas F.Geller,Director NAM 4�p1619. a`�� Building Division TED MP'� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Fax: 508-790-6230 Office: 508-862-4038 Permit no. ' Date AFFIDAVIT HOME DUROVEMENT CONTRACTOR LAW' SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,`modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: ' Estimated Cost Address of Work:_ _ CI na l m Owner's Name: Date of Application: 3/ / 7 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 ,1 Notice is hereby given that: . �- OWNERS PUt,LIlYG THEIR OWN PERMIT OR DEALING WITH UNREGISTERED . . _ NINT WORK DO NOT HAVE CONTRACTORS FOR APPLICABLE HOME OR GUARANTYE FUND UND RM L c 142A. ACCESS TO THE ARBITRATION PRO SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Contractor Name Registration No. Date OR r Date Owner's Name Q:fom1s:homeaffdav y r RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE , New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LiTRIG SPACE °� / ��•� care feet x$96/sq.foot= J V x.0041= ! O square pus frombelow(if applicable) ALTE]RATIONS/RENOVATIONS OF EXISTING SPACE _ square feet x$64/sq.foot= x.0041= plus frombelow(if applicable) GARAGES(attached&detached) ' square feet x$32/sq.ft.= x;0041 ACCESSORY STRXTCTURE>120.sq.ft. >120 sf-500 sf >500 sf-750 sf 50.00 >750 sf-1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch -x$30.00 Deck x$30.00 (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 RelocationlMoving $150.00 (plus above if applicable) Permit Fee ` 2 2 Proicost Rov:063004 - r - TQWA of Barnstable �* Regal.atory Services � - Thomas F:_Geile,r,Director $ .....-.. . . :Buisding Division ^.• . TomPerry; Building Commissioner 200 Main Street, 3jyaanis,.MA 02601 =. NYwwAown.barnstable;maxs Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section _ if Using ABuilder r. Owner of the subject property hereby authorize:' S%�11� /v� to act on mybeha�f, in all rxiatters relative to work authorized bythi binding permit application for; 44,1 (Address of Job) f Date Print ATame t 730 0AR Appeadc i Table J5.1Ib(continued) Prescriptive Packages for One and Two-Family Residential Buildings Heated witb Fossil Fuels MAXIMUM MINIMUM Glazing Glaring Ceiling. Wall Floor Basement Slab Heating/Cooling eter exit Efficiency Area'(%) U-valuer R-values R-value' R-value° R-w� ` Perit° TPm Package 5701 to 6500 Heating 1)egm Days' 6 -Alotmal . Q 12•/a 0.40 38 13 19 10 Normal R 12% 0.52 30 19 19 10 6 8S AFUE S 12•/a 0.50 38 13 19 10 6 T 15% 0,36 38 13 '25 N/A N/A Normal U 15% 0.46 38 19 19 10 6 Normal V 15% 0.44 38 13 25 NIA NIA 8S AFUE W I5% 0.52 30 19 19 10 6 85 AFUE x 18% 032 38 13 25 N/A NIA Normal y 1 18% 0.42 38 19 25 N/A N/A Normal LZ 18•/. 0.42 38 13 19 10 6 90 AFUE AA 19% 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: 0 �.V � � . i 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: w 3. SQUARE FOOTAGE OF ALL GLAZING: 1 O 6) 4. %GLAZING AREA(#3 DIVIDED BY#2): 5: SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: s t ` q-forms-f980303a r 780 CMR Appendix J Footnotes to Table A2.1b: I 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. Z After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. The ceiling.R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation.thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing,and interior drywall.For example, an R 19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. S The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, 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 pit-ce of heating equipment:or more than one piece.of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. For Heating Degree Day requirements of the closest city or town see Table J5.2.1a NOTES: a)Glazing areas and U-values are maximum acceptable levels.Insulation R values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b: If a door contains glass and an aggregate U-value rating for that door is not available,.include the and use the.opaque door U-value to determine compliance of the door. glass area of the door with your windows One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average.R value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if.the area-weighted.average.U. equal to the U-value requirement(0.35 for doors). doors is less th an ore q valu e of all windows or d q 43 'S9 \ � Z V rL LOT 8062I 5.F. • �x�TNb - r'O"ATVN 16MrFY THAT TH6 FaPDATON r,LOCATE GERT I M EP PLOT PLAN ON THE 6ROUD AS SHOWN tMEON MD WeArl(ft 36 HARVEST LN., G�IJT�RVll1.E, MA SUD REi EgURR Nr5oMr ne rMN MF PpipARw rm t5AYSIDE 15UILDINO, ING. PRAWN Or Tmw y STEVEN �� wD N MCm vAtt: sh�r: RUM `" 99-DOZ A1lCU`T- a woo G'P--I W -=LLER & ASSOG I ATES •�� s;, - Il.�{5 rxt�OM R� N SiJiTE as GtNftRvL1r, MA 01G�2 TEL: TIS-V7 I-Ax: (sob) T75-0-r>4 FP4GPE6616K I_ E &W-ERS & L" vEYORS L:� a .�' k" ��� (�G7 d �� i� `� ✓!e"C�pm�m�zu�ea� o�./�aapaclec�Gelra i B©sARD OF BUI'LDPNj REGULATI©NS License: CONSTRUCTION SUPERVISOR l Rumb, 049879 Bert. Tr.no: 25641 RIP ST-'.EN L ME C= { 199 P,E,RCIVAL D`I� G— W BAFtNSTAB'LE - 6y Commissioner ,per -'lie �o�nm�anu�a�/ a�✓�aaaac�uaell �\ Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Re iu4t[ L i f / �v/2006 s idu STEVEN L.MELL` a STEVEN MELLOR" 199 PERCIVAL DR °� W BARNSTABLE,MA 02668 Administrator e - 3 e 4yx. The Town'-ofBarnstable `pF IHE Tp� 'b BA AS&LE a MASS. = Department of Health Safety and Environmental Services _ Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-8624038 Fax: A8-790-6230 ! t PLAN REVIEW Owner: `3 L9 Map/Parcel: 2 O a - L 7 D D Project'Address: Builder: _5�f eve - I\ne,l ( by The following items were noted on reviewing:_ Y cIV 1 Q G0. LC- a C S "21 Ian y. �'Y7 ; d eLIP YY1)i,\ C1� VA C Reviewed by: Date: (� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# _ 4 9 2 Health Division Is,h G-r- u , /�() Date Issued J D -,/ e e1_1 Conservation Division s Z0 Fee1LTi� Tax Collector Treasurer Planning Dept. EXISTING SEPTIC SYSTE Date Definitive Plan Approved by Planning Board LIMITED TO #OF BEDROOMS „ Historic OKH Preservation/Hyannis Project Street Address Village C i Ej2o1s L L E Owner D ® L-L o "E Address Telephone v �()e � —) 0 -L e T I Permit Request 1,!W SiY\JJ" 12-x 16, pas Tt Square fe : 1st floor: existing proposed q 96 2nd floor: existing proposed Total new_1�4 Valuation S ZoningDistrict Flood Plain Groundwater Overlay y Construction Type_ J Lot Size 90 1 62 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes XNo Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other St. M3 Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing ----new �— Total Room Count(not including baths): existing - new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New— Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage: ❑existing ❑new size Shed: 0 existing new size 0 i'x Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# _ -Current Use Proposed Use BUILDER INFORMATION Name 1 Telephone Number Address I 9 a V eetj 4J Ne &J• License# 07 3 6 l 0 C4 . 6 Home Improvement Contractor# 9 O o g S Worker's Compensation# WJ C- -7 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO L____ ftAf_�� Gtme ""DOAAAOS-1 E-le- SIGNATURE DATE i k FOR OFFICIAL USE ONLY u. :E PERMIT NO. DATE ISSUED µ "MAP/PARCEL NO: c - ADDRESS VILLAGE _ OWNER " DATE OF INSPECTION: r FOUNDATION l FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL Ot - GAS: ROUGH 0 i FINAL FINAL BUILDING' r l! l l t0 � 41 ;1:9al(w-& s DATE CLOSED OUT ASSOCIATION PLAN NO. ' L r O�e - �Board of Building Re ulations One Ashburton Place, rn 1301 y Boston, Ma 02108-1618 License:.CONSTRUCTION SUPERVISOR LIC511SE Birthdate: 03/14/1970 Number: CS 073865 Expires:03/14/2006 -Restricted To: 1G JAMES R MCGRATH 204 CRANVIEW RD BREWSTER, MA 02631 Tr.no 19218 Keap top for receipt and-change of address notification. Board of Building Regula ons and Standards One Ashburton Place Room 1301 Boston. Massachusetts 02108 Home ImprovemenCC_ntraetor Registration Registratidn: 132935 " Type: -:Private Corporation k�:_ - ;w; Expiration: 1pi31/2o00 McGRAT H POST & BEAM CO. JAMES McGRATH 259 QUEEN ANNE RD. HARWICH, MA 02645 ,.•= t 'Cc �.•�-- Update Address and return card.Mark reason for change PS-CA1 0 5OM-04i0e-GIO1216 Address Renewal Employment Lost Ca .............................................................. �/e6'fOn9)t�x4�rule� O��QC/NLQC�d - _'_---- --_....—..--------• Board of Budding—Regulations and Standards License or registration valid for lndividul use only A 67! i HOME IMPROVEMENT CONTRACTOR before.the expiration date. If found-return to— Board of Building Regulations and Standards ;Efip7------ri _ifl131/2006 One Ashburton Place Rm 1301 Type: Corporation Corporation Boston,Ma.02108 McGRATH POST 8-BEAM C0 ,: JAMES McGRATH".. .. 259 QUEEN ANNE HARWICH,MA 02645 Administrator -- The Town of Barnstable asarvsDUMBLF, • ` MASS. g Regulatory Services i659• Thomas F. Geiler,Director, Building Division Peter F. DiMatteo, Building Commissioner 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOM E IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations.renovation.repair.modernization.conversion, improvement.removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling traits 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: �s� vC -� Estimated Cost Address of Work: t t" `�-� F--S TI lam' Owner's Name —DP— Date of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 uilding not owner-occupied []Owner pulling own permit Notice is hereby given that: 1 OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR TPAI �WORK DO NOT HAVE UNDER M 142A. ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of e owner. ri �f3 7 Date Contras r Name Registration No. OR Date Owner's Name q:forms:A ffidav:rev-070601 Ql�V,I-IA$80�, PINE HARBOR WOOD PRODUCTS - _ JOB --- -- - 259 Queen Anne Rd. SHEET N' oF_. HARWICH, MA 02645 (508)430-280O CALCULATED BY r7 DATE ��OO PR FAX(508)430-1115 - ��' CHECKED BY DATE SCALE-. ..............:'....................... .........................s.... i i i i - ...... ..... ...... ............... ........ ........ 1� ! .. ......... .. i .... .. ..... i t........... - — r ..................... - ........ ... ..... . .......... ._..... .. _ .Iaa ee .... .................._. '..... . .......... ... r i a . ..., f .... .... . .... .. . ....... ... .__ . ....�. .... ............ �'� 0fa -.._ ... - ... - - -i: ....... ..... ...................... 5..,.. - le .... ...__. ..._ .. - .. ............ - .... ... _- -. ..... - _.. ._.._ .............. .;.._ - - ......... ... o...�..,a,_ - ..-....._ ....._ .............. ....>.. F 4l�gHABB°.P PINE HARBOR WOOD PRODUCTS - 259 Queen Anne Rd. SHEET NO. OF HARWICH, MA 02645 (508)430-2800 . CALCULATED BY DATE PROID y FAX(508)430-1115 CHECKED BY .DATE SCALE ..... L t� St! \, c........... EA b � ...... d � . t ...... ��! .. .. . .... . .. .. ...: ..... . .. i is y .1 ... �;...�„�"•e t ... 1 L ....... ... i I " .� f 6 B. a y�� .... ......... ... ....... ...__....................._... . .. .......... ....... _ . c Nz t- ............. .......... ........ t ................. ........... .......... ... ..........- ........................ ....... ... ............. ................. ............... ...... .... ........... .............77 .. ...... i m l t E rI , .. .. ..............._..........€...................................... . .. $ �.. 7 ..............:............_�._........_:. 9 f 4>��aARBoP PINE HARBOR WOOD PRODUCTS- JOB 259 Queen Anne Rd. SHEET No. OF HARWICH, MA 02645 (568)430-2800 CALCULATED BY DATE °oo rxoo��y FAX(508)430-1115 CHECKED BY - DATE SCALE .... .. .....:. p - _.. ........... § .. b..... -......... ....... ... i.... .- _ ........_. ... a ... ... ...... ....... c......... .......... ....... t N Te am,Gs � . ........ ....... ....... t ..... ...... .......... ,a .... ......_ :..... +4 _ w ..... LL .... .... ... .. .- .... _ .... 4 .. .. ..... ........ - .... .. - ... ... t � a .... .. .... .... d '.9f i....�' .. ..-- s 6 ..... V ....s + ?1., ...*.... i� ^cam. .... . N�� w � .. .............. r �9 L=73S6 DR 1 L ✓ llww O y LOT 6 �� 80(21 gj=• Ex6rNb t°O"ATVN %( :r oo� IGMrFYTHArrH5FC"ATVN15LoGATMp EPPITARP � QT {��rH rr r E-ROLMcowM s sE�r Aw � t1ARVE6r UL, c�T11�ERvu1.E, rti41rhAr�'cot�oRMs rd rr�M ,'Vp.ZjvE jr are�h*i A�A4 WAYSIDE �UIL DING', . ING. V Tw 9T IEN ��,m, JGA N Aft vATt1: , RU W�LLER & ASSOCIATES ,Z�- .L II�A� I',�IJ�AgII?i RD 6urM 4G cM4MNILLr, MA OZG'1L rM (5M) TIC-OM - FLAX: (506) 775-a754 PRGi`EIGTW_ F1J6YRs & LAND VEfg25 FRAMING: The CAPE CODDER (Full Dimension Pine) WOOD PRODUCTS P A TALLER OST and BEAM SHED • 2"X 6"Rafters C 2'on centers • 2 x 6"Loft Joists 4 on centers Its all about the good' • 4"x 6"Top Plate Beams • 4"x 4"Center Support Posts • 4"x S"Corner Posts are 7'0"tall 4"x 4"Corner Braces • 2"x 4"Wall Purlins k 2"x 4"Door and Window frames 9, • S/8 CDX plywood flooring (Pressure Treated is optional) • 2"x 8"PT Floor Joists C 16"o.c. • Primed Pine Trim (red cedar is optional) zx4 Corner Trim • rx8 +ix3 Roof Trim • I2"X I2"Pine Gable Vents • Clapboards or white cedar shingles standard on front wall surface • Shingles or clapboards optional on other walls ROOFING• U • 5/8"CDX roof sheathing , " • Choice of shingles and colors NOTES • Stock and Custom doors and µ< windows are available • Concrete Block or optional Sonotube footings available (Shown: 12'x 20'with optional transom window and 6'side door) • FREE Pressure Treated Ramp For the ultimate in storage. This building offers j'6"high walls, 30"roof overhang for outside, covered storage, a steep roofpitch (.TO 112), two inside storage lofts, substantially upgraded construction features and much more. This building is much more than just a shed. ` + L=7315( o t 1- LOT 80(021 S.F. EX5TN6 FOUNDAT ON ' \\\A- IGERTFY THAT THtS FOLtVATE7N 15 LOCATED 6E I \T I F I EP_ PLOT PLAN ON THE GROUND AS SHOWN HEREON AND THAT If CONFORMS TO THE MNK M PULDN6 LOCATION. 1 36 HARVEST LN., GENTFRVILLE, .MA ,a. 5ETI3ACKREQUREMEr, ;*AK TOWN OF PREPAREP FOR: f5AY6IDE f5UILDINO, INC. 15ARN5TA$I E. �g 1 r nt- SCALE: DRAWN bY: TMW L,� .EN W is 'm NLMDER: DATE:. 6HEET: I^ 1 Fllhq� m Y-002 AUc 6T 0, W&n GPP-I . HIV ELLER & A�5�506 I ATD3 ` IG45 Uf FALMOH RP — SUITE AG GENTERVILLE, MA 02, 3n TEL.: (r 5) 775—UM — FAX: (508) 775-1 754 PROFESSIONAL EN6INEER5 & LAND SLRVEYORS Town of Barnstable FZHE Tp� Regulatory Services Thomas F.Geiler,Director MARNSMBLF9 MASS. . Building Division •s639 �� 'Oleo 39 A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 • PERMIT# - FEE: $ SHED REGISTRATION 120 square feet or less Location of shed(address) Village mv,�-2 * Property owner's name Telephone number Size of Shed Map/Parcel# ?- 1 -OG4- ovZ . k% Si afore Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature required) PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:121901 r li fis � Q L=73:86 a. Y .f nn + 1 \ s I LOT 80621 S-F• FOUNDA ON i \0* \ \ IGERrFY THAT rH6 f~ATON 6 LOCATED ��RT(�(�� PLO PLAN 11 y ON THE GROUND AS SHOWN HEREON AND LOCATION: `36 HARVEST LN., CENTERVILLE, MA THAT F CONFORMS TO THE MNMUM WON& 5err3AuKREGtUREMET T �Fs Tom OF PREPARED Faz: �AY51DE MILPINO, INC. f5ARN6TAftE. PRAM 6Y: Tmw +LIEN W n J015 N MDER: DATE: SHEET: s5 s 59 002 Air I9; wo? 6w INV Z 1645 FA-KiOIIfH PP - SUITE AG 6ENTERVILLE, MA 0263E TEL.: (508) T75-,O-M ^- FAX: (508) 775-0754 PRO=ESSIONAL EN6INEERS & LAND SUZVEYORS .'s VO Mt ;��: x 1 ' i • � � � i _ " �� I y I� � I 11 R,4 .4 I• /i Y•I 4 ��.� �_ - � � _ 1 \ �i_ Ili I� � �� - _i .{ �� - II �� 1 }� - I _ � � _ � s � ��i = � _ �'I = � p�� 3 `;� - � 6 .g ��) E i i 194 system installation/resilient channel ceilings metal furring channel ceilings/system installation 195 ,n 211 resilient channel ceilin s advantages )DE "C" g Fire Resistance—Up to 2 hours with double-layer assemblies; tal Studs 1-hour rating with V2" single-layer SHEETROCK SW FMECODE d,joints "C"Panels. Economical—Low-cost materials;speedy erection. ETROCK column; &' materials 1" Type N « k 1. Gypsum Panels wide—(1/2")(5/s")thick SHEETROCK SW of stud (Regular) or (Foil-Back); (V2") (5/a") thick SHEETROCK SW > screws FMECODE—lengths as required. finished. 5 2. Resilient Channels— IC-1 SHEETROCK Resilient Channel. R cl but ve web 3. Fasteners—USG Brand Screws: 11/a"Type W; 3/s", 1", 11/a" 12" o.c. or 1%s"Type S;Nails: 6d cement-coated. Single and double-layer board with RC-I Channels. 4. Joint Treatment—Select a U.S.G. Joint System (choose from 'hollow Chapter 1). :1 bands 5. Adhesive—(for Back-Blocking)—DURABOND Joint Compound- gles at- � Taping or 90;PERF-A-TAPE Compound-Taping. ''s; with 1 6. Metal or Vinyl Trim—(choose from Chapter 1). hed. 7. Insulation—THERMAFtsER Sound Control Blanket,(2") (3") ipsum �Z53 x 15"x 96". with 1" ry ,. 8. MASTICAL Underlayment Compound. r beads 9. USG Acoustical Sealant. y r larger T' metal furring channel ceilings Insulating wool and floor underlayment or carpeting added. w � a` nimum r i� a Ceiling assemblies using the RC-1 Resilient Channel provide low 1 ng for cost, superior sound isolation and up to 2-hour fire ratings for r 6 >w-cost wood joist floor/ceiling construction—qualities particularly needed in motels and apartments. The RC-1 Resilient Channels �' l are attached 24" o.c. at right angles to the wood joists with USG ' ' ' ` " Brand Screws; gypsum panels are screw-attached with USG : pry Brand Screws Type S. j a-q. ECODE; With a double layer of 5/s" SHEETROCK SW FIItECODE "C"Gyp- furred ceiling suspended ceiling as re- sum Panels separated by RC-1 Resilient Channels, a 2-hour fire I i . resistance rating is provided.With 1/2" SHEETROCK SW FmECODE Metal Furring Channel Systems conceal and protect structural Dr 90; "C" Panels in this double-layer assembly, rating is 11/2 hours. and mechanical elements within a lightweight fire-resistant ceiling The one hour fire rating for wood joist floor-ceiling construction of gypsum panels. USG Metal Furring Channels, to which the has been obtained at using either 1joi SHEETROCK SW FIItucODE panels are screw-attached, are wire-tied to bar joists; clipped or a from "C" or 5/a" SHEETROCK SW FntECODE Panels. MASTiCAL Under- j wire bed to suspended 1/2" main runner channel grillage. For la ment Compound applied over 1 long-span requirements beneath large ducts or pipes,USG Metal Y p pp plywood or T&G sub-base effec- � Type j lively resists airborne and impact sound transmission and pro- Studs are substituted for furring channels. With Foil-Back j vides an ideal surface for floor covering. An effective vapor SHEETROCK SW Gypsum Panels, the system is effective as a barrier and significant insulating value is provided when Foil- i vapor barrier and provides significant insulating value. Lower- ;ement Back SHEETROCK is used. These assemblies should not be used cost BAXBORD Gypsum Backing Board provides a firm base for acoustical file adhesively applied. beneath highly flexible floor joists. 32, product standards/metal accessories met k al accessories/product standards 33 USG Metal Angle Runners are 13/8"x%s"x24-ga.galvanized steel angle sections used to secure and brace 1" coreboard in USG Vent Shaft solid partitions. Length: 10'; packaged 10 PCs. per k bdl.;weight: 217 lbs./MLF. ay _ Epp i iJC,J 2% RC-1 Resilient Channel 11/2 a l 13/a USG Metal 4, y USG Metal i 1 Z-Furring Channel Furring Channel M Coil Wire e USG approx. € ' Adjustable Wall 19/32' approx. / Furring Bracket 1/2" r L �11/2 E�3/a1' USG Metal Furring y or 2 Channel Clip USG Cold Rolleds Hank Wire 1 Channels r _ — t RC-1 SHEETROCK Resilient Channel is a galvanized steel { USG Z-Furring Channels are used to mechanically attach rigid channel which provides for resilient attachment of gypsuma INSo-BAK Mineral Fiber Insulation or plastic foam.insulation panels to wood framing. Widely used to improve sound trans- 1. and SHEETROCK to monolithic concrete and masonry walls.Made mission loss in partitions and ceilings of garden-type apart- of galvanized steel; face width: 11/a"; furring depth 1"; length: ments, motels and other structures. Pre-punched holes 4" o.c. in 8'-6";packaged 25 PCs.per MI.;weight: 213 lbs./MLF. j the flange facilitate screw fastening to framing members; SHEETROCK is attached to channel by USG Brand Screws Type d` USG Metal Furring Channels are ceiling and wall furring chan- I S. Width: 23/a"; depth: 1/a"; length: 12'; packaged 20 pcs. per nels made of galvanized steel designed for attachment of 1/z" ) bdl.- weight: 220 lbs./MLF. Limitation: not to be installed be- and 5/s" SHEETROCK Gypsum Panels with USG Brand Screws neath highly flexible wood floor joists. RC-1 Channels are at- Type S.Face width: 13/s";furring depth: '/s",length: 12',pack- i tached to ceilings with 11/a"USG Brand Screws Type W or S— aged 10 PCs.per bdl.;weight: 292 lbs./MLF. I is nails must not be used; see Framing Requirements, Chapter-2. USG Furring Channel Clips are made of galvanized wire and USG Adjustable Wall Furring Brackets are used for attaching used in attaching Metal Furring Channels to 11/z" cold-rolled 3/a" furring channels and Metal Furring Channels to exterior runner channels. They are installed on alternate sides of the masonry walls. Made of 20-ga. galvanized steel with serrated carrying channels; where clips cannot be alternated, wire tying edges, they are wire-tied to horizontal stiffeners, 24" o.c., in is recommended.Packaged 500 pcs.!ctn.;weight: 36 lbs./M pcs. braced furring systems: fur out board 1/a" to 21/a" plus channel depth. Packaged 500 PCs.per ctn.,weight 52 lbs. per M PCs. USG Cold-Rolled Channels, made of 16-ga. steel, are used for furring, and in suspended ceilings and partition construction. USG Galvanized Tie and Hanger Wire-9-ga.wire,for hanging Available either galvanized or black asphaltum painted. Sizes: 11/2" and 2" runner channels in suspended ceilings, is available 3/a", with 1/z" flange; 11/2", with 1%2" flange; 2", with 19/82'i in 50-lb. coils. 16-ga. and 18-ga. soft annealed wire, used for - flange. Lengths: 16' and 20'; packaged 20 pcs. per bdl. in 3/a" wall furring and to tie furring channels to runner channels in size, 10 PCs. per bdl. in 11/z" and 2" sizes; weight: 3/"-300 i ceiling construction, is available in 50-lb. coils and 25-1b. hanks i lbs./MLF, 11/z"-5001bs./MLF,2"-629lbs./MLF. (28"straight lengths). PEDA Inc. CONSULTING ENGINEERS Mr. Geoffrey Koper,Architect Oct. 11, 2007 Geoffrey Koper Architect ; P. O. Box 766 Barnstable,MA 02630 Re: The VercolloneResidence, Column Removal at Existing Bulkhead ` Dear Mr. Koper: In accordance with your request,we have redesigned the new beam at the location of the demolished bulkhead. In lieu of the two columns and 1 3/4"x 9 %"Microllams it is recommended that a single column be installed with double 1 3/4"x 14"Microllams. Accompanying this letter are copies of the calculations for the design of the new Microllam. If there are any questions concerning the above,please do not hesitate to call. ' ry Paul . Donahue,ZPE. - Attachments - y �7NSATEn� P.O.Bog 724 Pembroke MA 02359 781.335.1880 E-MAIL pedalo@,aol.com •fax 781'.626.7018 r �, Beam at Existing Bulkhead TJ-Beam®625 Serial NuVkyahxu 2 PCs of 1 3/4�� x 14" 1.9E Mlcrollam� LVL . Pagel Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:16'11 7/8" 5 71511 6 1 1'3 III 15/16' ----� Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(pso:40.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 945.0 632.0 0 To 16'11 7/8" Adds To 'SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.13" 2647/517/-1357/3164 A3:Rim Board 1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim Boarde 2 Stud wall 3.50" 12.70" 11329/7563/0/18892 B3 None 3 Stud wall 3.50" 5.27" 4741/3091/0/7832 Al:Blocking 1 Ply 1 3/4"x 14"1.9E Microllame LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3:Rim Board,B3,A1:Blocking -Bearing length requirement exceeds input at support(s)2,3.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 10887 8731 9310 Passed(94%) Lt.end Span 2 under Floor loading Moment(Ft-Lbs) -19192 -19192 24258 Passed(79%) Bearing 2 under Floor loading Live Load Defl(in) 0.163 0.372 Passed(U824) MID Span 2 under Floor ALTERNATE span loading Total Load Defl(in) 0.263 0.558 Passed(U509) MID Span 2 under Floor ALTERNATE span loading -Deflection Criteria:MINIMUM(LL:U360,TL:L/240). -Uplift exceeds 1000 Ibs for unbalanced load. ( ocing(Lu):All compression edges(top and bottom)must be braced at 7'5"o/c unless detailed otherwise. Proper attachment and positioning of _Sral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Vercollone Residence A Paul E.Donahue,P.E. v� Geoffrey Koper Architect PEDA Inc. 2 M P.O.Box 766, 05 y P.0.Box 724 Barnstable MA 02360 Q Pembroke,MA 02359 Phone:781335-1880 `ASS/ONAL tiNG\� Pedal0@aol.com t. Copyright m 2006 by Trus Joist, a Weyerhaeuser Business Micfollam® is a registered trademark of Trus Joist. C:\Pro3ects\2007\Koper Architects\Vercollone Residence\tjbeam\beam at bulkhead.sms , A Beam at Existing Bulkhead Businm TJ•Beam@ 6.25 serial Number: d'� 2 Pcs of 1 �4" ��3 x 14 1.9E Microliam® LVL User:2 10/30/2007 6:42:59 PM Page Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Operator Notes: Residential Live Load:Living-40 psf; Dead Load:Fin FI 2#/sf;Sub FI 3#/sf.Structure 6#/sf;Ceiling 1#/sf,;12 psf Spans,5'-8"&1 V-4" Load/ft: 1 st FI;LL=(4+23)2*40=540 plf, DL=(13.5)*12=162 plf 2nd FI;LL= 13.5*30=405 plf; DL=13.5*20=270 plf Total LL=540+405=945 Of;DL=162+270+200(wall)=632 plf i PROJECT INFORMATION: OPERATOR INFORMATION: Vercollone Residence Paul E.Donahue,P.E. Geoffrey Koper Architect PEDA Inc. P.0.Box 766, P.0.Box 724 Barnstable MA 02360 Pembroke,MA 02359 Phone:781335-1880 PedalO@aol.com Copyright ® 2006 by Trus Joist, a Weyerhaeuser Business Microllam® is a.registered trademark of Trus Joist. C:\Projects\2007\Koper Architects\Vercollone Residence\tjbeam\beam at bulkhead.sms v jjt Beam at Existing Bulkhead AVkYah_L%X&ISinm TJ-Beam®6.25 Serial Number: 2 Pc s of 1 3/4" x 14" 1.9E Microllam® LVL User:2 10/30/2007 6:42:59 PM Page Engine Version:6,25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 5' 5.92" 11' 1.96" Max. Vertical Reaction Total (lbs) 3164 18892 7832 Max. Vertical Reaction Live (lbs) 2647 11329 4741 Required Bearing Length in 2.13(W) 12.70(W) 5.27(W) Max. Unbraced Length (in) 204 89 108 Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) -442 -2342 3495 -2133 Max Shear at Support (lbs) 407 -3205 4358 -2982 Member Reacticri (lb6) 407 7563 2982- Support Reaction (lbs) 517 7563 3091 Moment (Ft-Lbs) 126 -7683 6762 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor` Shear at Support (lbs) -1104 -5849 8731 -5327 Max Shear at Support (lbs) 1018 -8005 10887 -7449 .Member Reaction (lbs) 1018 18892 - 7449 jupport Reaction (lbs) 1292 18892 7722 f Moment (Ft-Lbs) 315 -19192 16890 Live Deflection (in) -0.023 0.151 Total Deflection (in) -0.038 0.252 ALTERNATE span loading on odd # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 768 -3977 3605 -2023' Max Shear at Support (lbs) 2890 -6133 4468 -2872 Member Reaction (lbs) 2890 10601 2872 Support Reaction (lbs) 3164 10601 2979 Moment (Ft-Lbs) 2542 -8908 6273 Live Deflection (in) 0.018 0.013 Total Deflection (in) 0.010 0.089 ALTERNATE span loading on even # spans, LDF = 1.00 , -1.0 Dead + 1.0 Floor Shear at Support (lbs) -2314 -4214 8622 -5437. Max Shear at Support (lbs) -1465 -5077 10777 -7559 Member Reaction (lbs) -1465 15854 7559 Support Reaction (lbs) -1357 15854 7832 -�ment (Ft-Lbs) N/A -17966 17392 �\, ..ve Deflection (in) -0.037 0.163 Total Deflection (in) -0.051 0.263 PROJECT INFORMATION: OPERATOR INFORMATION Vercollone Residence Paul E.Donahue,P.E. Geoffrey Koper Architect PEDA Inc. P.O.Box 766, P.O.Box 724 Barnstable MA 02360 Pembroke,MA 02359 Phone:781335-1880 Pedalo @aol.com Copyright ®2006 by Trus Joist, a.Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. C:\Projects\2007\Koper Architects\Vercollone Residence\tjbeam\beam at bulkhead.sms . 1 ` PEDA Inc. CONSULTING ENGINEERS Mr. Geoffrey Koper, Architect Oct. 11,2007 Geoffrey Koper Architect P. O.Box 766 Barnstable,MA 02630 Re:The Vercollone Residence, Column Removal at Existing Bulkhead Dear Mr. Koper: In accordance with your request,we have redesigned the new beam at the location of the demolished bulkhead. In lieu of the two columns and I %"x 9 %11 Microllams it is recommended that a single column be installed with double 1 3/4"x 14"Microllams. Accompanying this letter are copies of the calculations for the design of the new mcrollam. If there are'any questions concerning the above,please do not hesitate to call. V y P E. onahue,P.E. Attachments r UR y No.29305 SS�ONA tiNG 1 P.O.Box 724 781.335.1880 Pembroke MA 02359 E-MAIL pedal0@aol.com fax 781.626.7018 Beam at Existing Bulkhead Ti..Beame625 serial Numbeer 2 Pcs of 1 3/4" x 14" 1.9E Microllam® LVL User.2 1003012007 6:42M PM Pagel agine Version:815.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:16,11 7/8" F �—5'7151160 b 11'315116" Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1 Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plo Floor(1.00) 945.0 632.0 0 To 16'11 7/8" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Stud wall 3.50" 2.13" 2647/517/-1357/3164 A3:Rim Board 1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 12.70" 11329/7563/0/18892 - B3 None 3 Stud wall 3.50" 5.27" 4741/3091/0/7832 Al:Blocking 1 Ply 1,3/4"x 14"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3:Rim Board,63,A1:Blocking -Bearing length requirement exceeds input at support(s)2,3.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 10887 8731 9310 Passed(94%) Lt.end Span 2 under Floor loading Moment(Ft-Lbs) A 9192 -19192 24268 Passed(79°!0). Bearing 2 under Floor loading. Live Load Defl(in) 0.163 0.372 Passed(U824) MID Span 2 under Floor ALTERNATE span loading Total Load Defl(in) 0.263 0.558 Passed(U509) MID Span 2 under Floor ALTERNATE span loading -Deflection Criteria:MINIMUM(LL:L/360,TL:L240). .-Uplift exceeds 1060 Ibs for unbalanced load. -Bracing(Lu):All compression edges(top and bottom)must be braced at T S"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. . -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIERS/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Vercollone Residence fqs, Geoffrey Koper Architect Paul E.Donahue,P.E. c PEDA Inc. r P.O.Box 766, P.O.Box 724 RI Barnstable MA 02360 Pembroke,MA 02359 f N u j Phone:781335-1880 r' PedalO@aol.com �s+s/0N�tNV�Copyright 0 2006 by Trus Joist, a Weyerhae L user Business r Microllam® is a registered trademark of Trus Joist. , C:\Projects\2007\Koper ArchitectsWercollone Residence\tjbeam\beam at,bulkhead.sms ®� Beam at Existing Bulkhead Tiaeano6.25SeftNum 2 PCs of 1 3/4" x 14" 1.9E Microllam®.LVL 41ser,.2 1000=7 6:4259,PM. Paget Engine Varsion:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN, CONTROLS FOR THE APPLICATION AND LOADS LISTED . Operator Notes: Residential Live Load:Living-40 psf; Dead Load:Fin FI 2#fsf;Sub FI 3#/sf;Structure 6#/sf,Ceiling 1#/sf,;12 psf, Spans,5'-8"&111-4" Load/ft: 1st FI;LL=(4+23)2'40=540 plf-, DL=(13.5)'l2=162 plf 2nd FI;LL= 13.5'30=405 plf, DL=13.5.20=270 plf Total LL=540+405=945 plf,DL=162+270+200(wall)=632 plf r A PROJECT INFORMATION:Vercollone Residence OPERATOR INFORMATION: r Geoffrey Koper Architect Paul E.Donahue,P.E. P.O.Box 766, PEDA Inc. Barnstable MA 02360 P.O.Box 724 Pembroke,MA 02359 Phone:781335-1880 Pedalo @aol.com Copyright ® 2006 by Trus Joist, a Weyerhaeuser Business Microllam®is a registered trademark of Trus Joist. C:\projects\2007\Koper Architects\Vercolione Residence\tjbeam\beam at bulkhead.sms 9 i ®�� Beam at Existing Bulkhead TJ-Beam®625 Serial Num w. 2 Pcs of 1,3/4" x 14" 1.9E Microllam® LVL Usec 2 10PJOP2007 6:42Sa9 PM Pap Engine Version:625.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 5' 5.92" 11' 1.96" ^ Max. Vertical Reaction Total (lbs) 3164 • 18892 7832 Max. Vertical Reaction Live (lbs) 2647 11329 4741 Required Bearing Length in 2.13(W) 12.70(W) 5.27(W) Max. Unbraced Length (in) 204 ' 89 108 Loading on all spans, LDF =,0.90 , 1.0 Dead Shear at Support (lbs) 7-442 -2342 3495 -2133' Max Shear at Support (lbs) 407 -3205 4358 -2982 Member Reaction (lbs) 407 7563 2982 Support Reaction (lbs) 517 7563 3091 Moment (Ft-Lbs) 126 _,-. -7683 6762 Loading on all spans, LDF. = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support '(lbs) -1104 -5849 8731 --5327 Max Shear at Support (lbs) 1018 -8005 10887 -7449 Member Reaction (ibs) 1018 18.892 7449 Support Reaction (lbs) 1292 18892 7722 Moment (Ft-Lbs) 315 -19192 16890 Live Deflection (in) -0.023 0.151 Total Deflection (in) -0.038 0.252 ALTERNATE span loading on odd # spans, LDF = 1.00 , 1.0 Dead + 1.O Floor Shear at Support (-lbs) 768 -3977 3605 -2023' Max Shear at Support (lbs) 2890 -6133 4468 -2872 Member Reaction (lbs) 2890 10601 .2872, Support Reaction (lbs) 3164 10601 2979 ' . Moment (Ft-Lbs) 2542, -8908 6273 Live Deflection (in) 0.018 -0.013 Total Deflection (in) 0.010 0.089 ALTERNATE span loading on even # spans, LDF = 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) -2314 -4214 8622 -5437 Max Shear at Support (lbs) -1465 -5077 10777 -7559 . Member Reaction (lbs) -1465 15854 7559 Support Reaction (lbs) -1357 15854 7832 Moment (Ft-Lbs) N/A . -17966 17392 Live Deflection (in) -0.037 0.163 Total Deflection (in) 1 -0.051 0.263 PROJECT INFORMATION: OPERATOR INFORMATION: Vercollone Residence Paul E.Donahue,P.E. Geoffrey Koper Architect PEDA Inc. P.O.Box 766, P.O.Box 724 Barnstable MA 02360 Pembroke,MA 02359 Phone:781335-1880 Pedalo @aol.com Copyright O 2006 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. C:\Projects\2007\Koper ArchitectsWercollone Residence\tjbeam\beam at bulkhead.sms PEDA Inc. CONSULTING ENGINEERS , Nov.2,2007 Mr. Geoffrey Koper,Architect . Geoffrey Koper Architect P.O.Box 766 Barnstable,MA 02630 , Re: The Vercollone Residence, New Second Floor Beam Dear Mr. Koper: x In accordance with your request,Mr.Paul E.Donahue,P.E.,inspected the construction of the Addition for the above referenced project on Nov. 1,.2007.In attendance at this inspection were the following: Geoffrey Koper,Architect;Mr. and Mrs. Vercollone;-and the Contractor. The basic structure of the project is nearly complete,with the structural steel beam installation completed this date. The basic structure has been constructed in accordance with the design intent. It is noted,that the quality of the work, foundation and superstructure, in our opinion is very good Accompanying this letter are calculations for the new second floor beam at the dining room/kitchen areas. Accompanying this letter are copies of the calculations for the design ofa new Microllam second floor beam . at the dining room/kitchen areas. If there are any questions concerning the above,please do not hesitate to call. Very truly ours, Paul E. Donahue, P.E. _. Attachments t_. F P.O.Bog 724 Pembroke MA 02359 781.335.1880 7 EV�YL eda10 aol.com fax 781.626.7018 i l�lf� New.Beam at Second Fioor,.dining Room/Ktchen T 1 Beam 825Serial Near Bu9ncs 2 u PcS of 1 3/4n x 9 1/2 1.9E Ml.crollam® LVL User.2 111212007 6.51:18 AM Page 1 Engine Version:615.71 THIS'PRODUCT MEETS OR.EXCEEDS:THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED , ........ ... Hp 2 Product.D►agram is Canceptual:. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(pso.-30.0 Live at 100'%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 240.0 200.0 0 To 12'6" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50 2.06" 1688/1382/O/:3070 A3:Rim Board 1 Ply 1 1/4"-x 9 12"0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 2.06" 1688/1382/0 1 3070 A3:Rim Board 1 Ply 1 1/4"x 912"0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3:Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2988 -2538 6318 Passed(409/6) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 9089 9089 11775 Passed(775/6) MID Span 1 under Floor loading Live Load Defl(In) 0.298 0.406 Passed(U489) MID Span 1 under Floor loading Total Load Defl(in) 0.543 0.608 Passed(L/269) MID Span 1 under Floor loading -Deflection Criteria:MINIMUM(LL:U360,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 12'S"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: } -IMPORTANTt The analysts presented is autputfrom software.devefoped by Trus Joist(T.). TJ warrants the sizing of itss products by this software will be accomplished in accordance with TJ product design criteria and code.accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software.user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Vercdllone Residence Paul E.Donahue,P.E.,Geoffrey Koper Architect PED A Inc. P.O.Box 766, P.0.Box 724 Barnstable MA 02360 Pembroke,MA 02359 Phone:781335-1880 Pedalo @aol.com l soy �N� Copyright 02006 by Trus Joist, a Weyerhaeuser Business - Microllam®is a registered trademark of Trus Joist. New Beam at Second Floor,dining Room/Kitchen U-Beame6.25 Serial Number L PC s of 1 3/41' x 9 1/2" 1.9E'Micro lam ® LVL User.2 1122007 651:19 AM Paget Engine Version:625.71 THIS PRODUCT MEETS OR.EXCEEDS:THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS`LISTEb- a Operator Notes: Residential Live Load:Sleeping-30 psf; Dead Load:Fin FI 2#/sf,Sub FI 3#/sf,Structure 6#/sf;Ceiling 1#/sf,;12 psf Spans,l3'+/" Load/ft: 2nd FI;LL= 8'30=240 plf, DL=8`12=96 plf' Add wall load; 10"10=100 plf A ` PROJECT INFORMATION- OPERATOR INFORMATION: Vercollone Residence Paul E.Donahue,P.E. Geoffrey Koper Architect PEDA Inc. P.O:Box 766, P.O.Box 724 Barnstable MA 02360 Pembroke;MA 02359 Phone:781335-1880 PL-dalO@pol.com Copyright ®2006 by Trus Joist, a Weyerhaeuser Business - Aticrollamo is a registered trademark of Trus Joist. i New Beam at Second Floor,dining Room/Kitchen Bwirt to TJ-Beam®s2sserie�Nu °'� - 2 PCS of 1`.3/4"x 9 1/2••.1.9E MiCrO lam® LVL. U-.2 ,V2/20076�,:,sAM Page Engine Version:ss5.7, THIS PRODUCT MEETS OR EXCEEDS THE SET<DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^' 12''2.001, ^ Max. Vertical Reaction Total (lbs) 3070 3070 Max. Vertical Reaction Live (lbs) 1688 1688 Required Bearing Length in 2.06(W) 2,06(W) Max. Unbraced Length (in) 149 Loading on all spans, LDF 0.90 , 1.0 Dead Shear at Support (lbs) 1143 -1143 Max Shear at Support (lbs) 1346 -1346 Member Reaction (lbs) 1346 - 1346 Support Reaction (lbs) 1382 1382 Moment (Ft-Lbs) 4093 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor r Shear at Support (lbs) 2538 -2538 Max Shear at Support (lbs) 2988 -2988 , Member Reaction (lbs) 2988 2988 Support Reaction (lbs) 3070 3070 Moment (Ft-Lbs) 9089 Live Deflection (in) 0.298 Total Deflection (in) 0.543 , t a it PROJECT INFORMATION:Vercollone Residence OPERATOR INFORMATION r Geoffrey Koper Architect Paul E.Donahue,P:E. P.O.Box 766, PEDA Inc. Barnstable MA 02360 P.0.Box 724 -. Pembroke,MA 02359 Phone:781335-1880 Pedalo @aol.com 'Copyright 0 2006 by Trus Joist, a Weyerhaeuser Business Microllame is a registered trademark of Trus Joist. PEDA Inc. CONSULTING ENGINEERS Nov. 2, 2007 Mr. Geoffrey Koper,Architect Geoffrey Koper Architect P. O. Box 766 Barnstable, MA 02630 Re: The Vercollone Residence, New Second Floor Beam Dear Mr. Koper: In accordance with your request, Mr. Paul E. Donahue,P. E.,inspected the construction of the Addition for the above referenced project on Nov. 1, 2007.In attendance at this inspection were the following: Mr. Geoffrey Koper, Architect;Mr. and Mrs. Vercollone; and the Contractor. The basic structure of the project is nearly complete,with the structural steel beam installation completed this date. The basic structure has been constructed in accordance with the design intent. It is noted, that the quality of the work,foundation and superstructure,in our opinion is very good. Accompanying this'letter are calculations for the new second floor beam at the dining room/kitchen areas. Accompanying this letter are copies of the calculations for the design of a new Microllam second floor beam at the dining room/kitchen areas. If there are any questions concerning the above,please do not hesitate to call. Paul E. Donahue,P. E. Attachments P.O.Box 724 Pembroke MA 02359 781.335.1880 E-MAIL pedal0@,)aol.com fax 781.626.7018 r j� New Beam at Second Floor,dining Room/Kitchen ` TJ-Beam®6.25 Serial Number.�B."`" 2 PCs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL User:2 l l rM007 6:51:18 AM Pagel Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ®; Product(Diagram is Cn ceptuaL. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:l' Primary Load Group-Residential-Living Areas(psf):30.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Un'rform(plf) Floor(1.00) 240.0 200.0 0 To 12'6" Adds To UPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.06" 1688/1382/0/3070 A3:Rim Board 1 Ply 1 1/4"x 91/2"0.8E TJ-Strand Rim Boards 2 Stud wall 3.50" 2.06" 1688/1382/0/3070 A3:Rim Board 1 Ply 1 1/4"x 91/2"0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3:Rim Board4 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2988 -2538 6318 Passed(40%) Rt.end Span 1 under Floor loading' Moment(Ft-Lbs) 9089 9089 11775 Passed(77%) MID Span 1 under Floor loading Live Load Deft(in) 0.298 0.406 Passed(U489) MID Span 1 under Floor loading Total Load Defl(in) 0.543 0.608 Passed(L/269) MID Span 1 under Floor loading -Deflection Criteria:MINIMUM(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 12'5"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ( ODITIONAL NOTES: APORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Vercollone Residence Paul E.Donahue,P.E. Geoffrey Koper Architect PEDA Inc. P.O.Box 766, P.O.Box 724 Bamstable MA 02360 Pembroke,MA 02359 y Phone:781335-1880 Pedal0@aol.com I ,c 9FC/STEAD�C�``� Copyright O 2006 by Trus Joist, a Weyerhaeuser Business - FSS/ONAL�NG Microllam® is a registered trademark of Trus Joist. W— AVkr-h— New Beam at Second Floor,dining Room/Kitchen h-Beam®6.25Serial NumB 5`"� 2 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL User:2 11/2/2007 6:51:19 AM Page Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Operator Notes: Residential Live Load:Sleeping-30 psf; Dead Load:Fin FI 2#/sf;Sub FI 3#/sf;Structure 6#/sf;Ceiling 1#/sf,;12 psf Spans,13'+/_" Load/ft: 2nd FI;LL= 8*30=240 plf; DL=8*12=96 plf Add wall load; 10`10=100 plf PROJECT INFORMATION: OPERATOR INFORMATION: Vercollone Residence Paul E.Donahue,P.E. , Geoffrey Koper Architect PEDA Inc. P.O.Box 766, P.O.Box 724 Barnstable MA 02360 Pembroke,MA 02359 Phone:781335-1880 Pedal0@aol.com Copyright O 2006 by Trus Joist, a Weyerhaeuser Business - Microllam® is.a registered trademark of Trus Joist. - I r New Beam at Second Floor,dining Room/Kitchen k _" " ` "". 2 Pcs f 1 " iJ-Beam®6.25serialNumber: O 3/4 x 9 1/2 1.9E Microllam@ LVL User.2 11/2/2007 6:51:19 AM Page Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 12' 2.00" Max. Vertical Reaction Total (lbs) 3070 3070 Max. Vertical Reaction Live (lbs) 1688 1688 Required Bearing Length in 2.06(W) 2.06(W) Max. Unbraced Length (in) 149 Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 1143 -1143 Max Shear at Support (lbs) 1346 -1346 Member Reaction (lbs) 1346 1346 Support Reaction (lbs) 1382 - 1382 - Moment (Ft-Lbs) 4093 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 2538 -2538 Max Shear at Support (lbs) 2988 -2988 *?ember Reaction (lbs) 2988 2988 ipport Reaction (lbs) 3070 3070 Aoment (Ft-Lbs) 9089 Live Deflection (in) 0.298 Total Deflection (in) 0.543 PROJECT INFORMATION: OPERATOR INFORMATION: Vercollone Residence Paul E.Donahue,P.E. Geoffrey Koper Architect PEDA Inc. P.O.Box 766, P.O.Box 724 ` Barnstable MA 02360, Pembroke,MA 02359 Phone:781335-1880 Pedalo @aol.com Copyright O 2006 by Trus Joist, a Weyerhaeuser Business Microllam0 is a registered trademark of Trus Joist. Beam at Addition,No.1 """ "='�° TJ-Beam 6.25 Serial Number: 4 Pcs of 1 3/4" x 14" 1.9E Microllam® LVL User.2 at31/2007 6:35:26 AM Pagel Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED RIM b 16•g•• Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 680.0 204.0 0 To 16 6" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.67" 5940/2005/0/7945 Al:Blocking 1 Ply 1 3/4"x 14"1.9E Microllam®LVL 2 Stud wall 3.50" 2.67" 5940/2005/0/7945 Al:Blocking 1 Ply 1.3/4"x 14"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s)'Al:Blocking s DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 7785 -6541 .18620 Passed(35%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 31464 31464 48517 Passed(65%) MID Span 1 under Floor loading Live Load Dell(in) 0.393 0.539 . Passed(U494) MID Span 1 under Floor loading Total Load Dell(in) 0.526 0.808 Passed(U369) MID Span 1 under Floor loading -Deflection Criteria:MINIMUM(LL:U360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 16'6 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIERS/BUILDER'S GUIDES for multiple ply conn 'on. P PROJECT INFORMATION: OPERATOR INFORMATION: Vercollone Residence Paul E.Donahue,P.E. Geoffrey Koper Architect PEDA Inc. P.O.Box 766, F / L P.O.Box 724 Barnstable MA 02360 Pembroke,MA 02359 Phone:781335-1880' Pedalo @aol.com' Copyright m 2006 by Trus Joist, a Weyerhaeuser Business _ • - Microllam® is a registered trademark of Trus Joist. f V ' ' Beam at Addition,No.1 TJ-Beam®6.25SerialNurnbeT �e1� '°� 4 Pcs of 1 3/4" x 14" 1.9E Microllam® LVL User:2 8/3112007 6:35:26 AM Page Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Operator Notes: Residential Live Load:Living-40 psf; Dead Load:Fin FI 2#/sf;Sub FI 3#/sf;Structure 6#/sf;Ceiling 1#/sf,;12 psf Span 16,-6„ Load/ft: LL=(11+23)/2'40=680 plf; DL=(11+23)/2"12=204 plf 3 PROJECT INFORMATION: OPERATOR INFORMATION: Vercollone Residence Paul E.Donahue,P.E. Geoffrey Koper Architect PEDA Inc., P.O.Box 766, P.O.Box 724 Barnstable MA 02360 Pembroke,MA 02359 Phone:781335-1880 - • Pedal @aol.com Copyright ® 2006 by Trus Joist, a�Weyerhaeuser Business Microllam® is registered trademark of Trus Joist. -- o Beam at Addition,No.1 e fflfl" � � �. A sutu,es TJ-Beam®6.253eriaiNamber: 4 Pcs of 1 314 x 14 1.9E Microllam® LVL Page3 User:2 EngineVersion:625.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 16' 2.00" ^ Max. Vertical Reaction Total (lbs) 7945 7945 Max. Vertical Reaction Live (lbs), 5940 5940 Required Bearing Length in 2.67(W) 2.67(W) Max. Unbraced Length (in) 198 Loading on all spans, LDF = 0.90 1.0'Dead Shear at Support (lbs) 1651 -1651 Max Shear at Support (lbs) 1965 -1965 Member Reaction (lbs) 1965 1965 Support Reaction (lbs) 2005 2005 Moment (Ft-Lbs) 7941 Loading on all spans, LDF =*1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 6541 -6541 Max Shear at Support (lbs) 7785 -7785 Member Reaction (lbs) 7785 7785 _ Support Reaction (lbs) 7945 7945 Moment (Ft-Lbs) 31464 Live Deflection (in) 0.393 Total Deflection (in) 0.526 a r PROJECT INFORMATION: OPERATOR INFORMATION: Vercollone Residence Paul E.Donahue,P.E. Geoffrey Koper Architect PEDA Inc. P.O.Box 766, P.O.Box 724 Barnstable MA 02360 r Pembroke,MA 02359 Phone:781335-1880 Pedal0@aol.com Copyright O 2006 by Trus Joist, a-Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. r o 2nd Floor Joist a TJ-Beam®6.25serial 14" TJI® 210 n 12" o/c V Page 1 Engine VVersion:6.2571 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED d 22'G' ' Product Diagram is Conmptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 0.0 10.0 0 To 22'6" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.25" 450/247/0/698 A3:Rim Board 1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 2.25" 450/247/0/698 A3:Rim Board 1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3:Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 685 -679 1945 `Passed(35%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 685 685 1110 Passed(62%) Bearing 2 under Floor loading Moment(Ft-Lbs) 3779 3779 4280 Passed(88%) MID Span 1 under Floor loading . Live Load Defl(in) 0.471 0.736 Passed(U562) MID Span 1 under Floor loading Total Load Defl(in) 0.730 1.104 Passed(U363) MID Span 1 under Floor loading TJPro 32 Any Passed Span -Deflection Criteria:MINIMUM(LL:U360,TL:U240). -Deflection analysis is based on composite action with single layer of 19/32"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at T Y o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32"Panels(20"Span Rating)decking. The controlling span is supported by walls. Additional s rations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value:1. PROJECT INFORMATION: OPERATOR INFORMATION: Vercollone Residence / Goa Paul E.Donahue,P.E. Geoffrey Koper Architect_ N PEDA Inc.' P.O.Box 766, P.O.Box 724 . Barnstable MA 02360 Pembroke,MA 02359 Phone:781335-1880 - Pedal 0 @aol.com Copyright m 2006 by Trus Joist, a Weyerhaeuser Business TJI®and TJ-Beam® are registered trademarks of Trus Joist. e-I Joist-,Pro" and TJ-Pro" are trademarks of Trus Joist. a �j C; 2nd Floor Joist TJ-Beam®6.25 Serial Nu� ""� 14" TJI@ 210 n 12" o/c v User:2 8/31/2007 6:27:39 AM Page Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. Operator Notes Residential Live Load:Sleeping-Office,30 psf; Dead Load:Fin FI 2#/sf;Sub FI 3#/sf;Structure 6#/sf;Ceiling 1#/sf„12 psf Span 22'-6" Design for stiffness+/-1/500 due to sound deadening Add 10 psf to dead load I PROJECT INFORMATION: OPERATOR INFORMATION: Vercollone Residence Paul E.Donahue,P.E. Geoffrey Koper Architect PEDA Inc. P.O.Box 766, P.O.Box 724 Barnstable MA 02360 Pembroke,MA 02359 - Phone:781335-1880 Pedal0@aol.com Copyright m 2006 by Trus Joist, a Weyerhaeuser Business , TJI® and TJ-Beam® are registered trademarks of Trus Joist. e-I Joist",Pro"',and TJ-Pro' are trademarks of Trus Joist. I 2nd Floor Joist TJ-Bean@6.25 Serial Nur 14" TJIO 210 @ 12" o/c User:2 8/31/2007 6:27:39 AM Page Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ' Load Group: Primary Load Group 22 1.0011 Max. Vertical Reaction Total (lbs) 698 698 Max. Vertical Reaction Live (lbs) 450 450 Selected Bearing Length (in) 2.25(W) 2.25(W) Max. Unbraced Length (in) 41 i Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 241 -241 Max Shear at Support (lbs) 243 -243 Member Reaction (lbs) 243 243 Support Reaction (lbs) 247 247 Moment (Ft-Lbs) 1341 Loading on all spans, LDF = 1.00 1.0 Dead+ 1.0 Floor Shear at Support (lbs) 679 -67.9 Max Shear at Support (lbs) 685 -685 Member Reaction (lbs) 685 685,., Support Reaction .(lbs) 698 698- Moment (Ft-Lbs) 3779 Live Deflection (in) 0.471 Total Deflection (in) 0.730 h PROJECT INFORMATION: OPERATOR INFORMATION: Vercollone Residence Paul E.Donahue,P.E. Geoffrey Koper Architect PEDA Inc. P.O.Box 766, P.O.Box 724 Barnstable MA 02360 Pembroke,MA 02359 Phone:781335-1880" Pedalo @aol.com Copyright m 2006 by Trus Joist, aWeyerhaeuser Business TJI®and TJ-Beam® are registered trademarks of Trus Joist. - - e-I Joist-,Pro`" and TJ-Pro-are trademarks.of Trus Joist. { e ���j� � •2nd Floor Joist 'A Bw� 14" TJI®210 12" O/C TJ-Bearro 6.25 Serial Number: User:2 8131/2007 6:27:39 AM Page Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN ' CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 22' 1.0011 Max. Vertical Reaction Total (lbs) 698 698 Max. Vertical Reaction Live (lbs) 450 450 t° Selected Bearing Length (in) 2.25(W) - 2.25(W) Max. Unbraced Length (in) 41' Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 241 -241 Max Shear at Support (lbs) 243 -243 Member Reaction (lbs) 243 243 Support Reaction (lbs) 247 247 ' Moment (Ft-Lbs) 1341 Loading on all spans, LDF = 1.00 , 1.0 Dead +•1.0 Floor Shear at Support (lbs) 679 -679 Max Shear at Support (lbs) 685 -685 Member Reaction (lbs) 685 685 Support Reaction (lbs) 698 698 Moment (Ft-Lbs) 3779 Live Deflection (in) 0:471 Total Deflection (in) 0.730 r . - L PROJECT INFORMATION: OPERATOR INFORMATION: Vercollone Residence Paul E.Donahue,P.E. Geoffrey Koper Architect PEDA Inc: P.O.Box 766, P.O.Box 724 , Barnstable MA 02360 - Pembroke,MA 02359 Phone:781335-1880 Peda10 @aol.com' Copyright m 2006 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beam®are registered trademarks of Trus Joist. e-I Joist",PLO" and TJ-Pros are trademarks of Trus Joist. 1st Floor Joist TJ-BeartrID 6.25 serial Number 14" TJI@ 210 V n 16" o/c User:2 8/31/20076:21:21 AM Pagel Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED a z2'6" Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(pso:40.0 Live at 100%duration,12.0 Dead SUPPORTS Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Upl'ifUTotal 1 Stud wall 3.50" 2.25" 600/180/0/780, 'A3:Rim Board '1 Ply.1 1/4"x 14"0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 2.25" 600/180/0/780 A3:Rim Board 1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3:Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 766 -760 .1945 Passed(39%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 766 766 1110 Passed(69%) Bearing 2 under Floor loading Moment(Ft-Lbs) 4227 4227 4280 Passed(99%) MID Span 1 under Floor loading Live Load Defi(in) 0.609 0.736 Passed(U435) MID Span 1 under Floor loading Total Load Defl(n) 0.791 1.104 Passed(U335) MID Span 1 under Floor loading TJPro 23 Any Passed Span 1 -Deflection Criteria:MINIMUM(LL:U360,TL:L/240). -Deflection analysis is based on composite action with single layer of 19/32"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 3'2"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM I -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32"Panels(20"Span Rating)decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program.,Comparison Value:1.47 ADDITIONAL NOTES: -IMPORTANT! The analysis presented-is output from software developed by Trus Joist(TJ): TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or hni al representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PR CT U TITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Build' g de U alyzing the TJ Distribution product listed above. -Warning:Span exceeds Residential Specifi G ' t I ngth and stiffness requirements have been met. PROJECT INFORMATION: OPERATOR INFORMATION: Vercollone Residence Paul E.Donahue,P.E. Geoffrey Koper Architect PEDA Inc. P.O.Box 766, P.O.Box 724 Barnstable MA 02360 Pembroke,MA 02359 S/ NA Phone:781335-1880 Peda10 @aol:com Copyright m 2006 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beam®are registered trademarks of Trus Joist. e-I Joist-,Pro" and TJ-Pro" are trademarks of Trus Joist. t 1st Floor Joist • TJ aeartN®6.25 Serial Nu"mbe�r `"" Bui 14 TJI® 210 n 16"WC uaar:2 Engine 07 Vesion:21aw THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:625.71 CONTROLS FOR THE APPLICATION AND LOADS LISTED Operator Notes: Residential Live Load:Living,40 psf; Dead Load:Fin FI 2#tsf;Sub FI 3#/sf;Structure 6#lsf;Ceiling 1#/sf,;12 psf. Span 22'-6" r PROJECT INFORMATION: OPERATOR INFORMATION: Vercollone Residence Paul E.Donahue,P.E. Geoffrey Koper Architect PEDA Inc. P:O.Box 766, P.O.Box 724 ' Barnstable MA 02360 Pembroke,MA 02359 Phone:781335-1880 t Pedal @aol.com Copyright O 2006 by Trus Joist, a Weyerhaeuser Business - TJI® and TJ-Beam® are registered trademarks of Trus Joist. e-I Joist-,Pro" and TJ-Pro" are trademarks of Trus Joist. - r , Ij ?AV�iyd. 1st Floor Joist ` TJ-Beano 6.25 serial NuNumber: 14" TJI® V 210 nn 16" o/c User:2 8/31/20076:21:21 AM Page Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 22' 1.00" ^ Max. Vertical Reaction Total (lbs) 780 780 Max. Vertical Reaction Live (lbs) 600 600 Selected Bearing Length (in) 2.25(W) 2.25(W) Max. Unbraced Length (in) 38 r. Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 175 -175 Max Shear at Support (lbs) 177 -177 Member Reaction (lbs) 177 177 Support Reaction (lbs) 180 180 Moment (Ft-Lbs) 975 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) 760 -760 Max Shear at Support (lbs) 766 -766 Member Reaction (lbs) 766 . 766 Support Reaction (lbs) 780 g 7801 1 Moment (Ft-Lbs) 4227 Live Deflection (in) • `0.609 Total Deflection (in) 0.791 s PROJECT INFORMATION: OPERATOR INFORMATION: Vercollone Residence Paul E.Donahue,R.E. Geoffrey Koper Architect PEDA Inc. P.O.Box 766, P.O.Box 724 - Barnstable MA 02360 Pembroke,MA 02359 . Phone:781335-1880 , ;Peda10 @aol.com Copyright ® 2006 by Trus Joist, a Weyerhaeuser Business - r TJI® and TJ-Beam® are registered trademarks of Trus Joist. .. e-I Joist"•,Pro"• and TJ-Pro"• are trademarks of Trus Joist. Job No Sheet No Rev ' 04,,30 1 Software licensed to PEDA Inc. Part New Beam Job Titte _2nd Floor Steel Beam-Existing Ref CH-1 By PIED oateAugust 2007 Chd client Geoffrey Koper Architect File Vercollone-Beam 2 w10) Daterrme 31-Aug-2007 07:05 e -4.0�0- Max: / - .5 ft 21 in 0.400 Max•• 0. ksi oad 4 : Beam Stress : Displacement Displacement-in Stress -ksi . PrintTime/Date:31/08/200707:09 STAAD.Pro for Wmdows Release 2006 , Print Ran I of i Friday, August 31, 2007, 07:10 AM PAGE NO. 1 **,r**,►*,t,t,t**,r,r**,r*,r,t,►,t**,r*,t,r*,t,r*,t**+r*,►,r**,t,t*+r*,t***,t* * * * STAAD.Pro * Version 2006 Bld 1002.US . * Proprietary Program of * Research Engineers, Intl. * Date= AUG 31, 2007 * Time 7: 5:49 * USER ID: PEDA Inc. * " 1. STAAD SPACE * VERCOLLONE* INPUT FILE: Vercollone - Beam 2 w10x3O.STD 2. START JOB INFORMATION 3. JOB NAME - 2ND FLOOR STEEL BEAM - EXISTING 4. JOB CLIENT GEOFFREY KOPER ARCHITECT 5. JOB NO 0430 6. JOB PART NEW BEAM 7. JOB REF CH- 1 8. ENGINEER NAME PED 9. ENGINEER DATE AUGUST 2007 10. END JOB INFORMATION 11. * SECOND FLOOR 12. * EXISTING BEAM, END REACTION, 8(30+12)11 = 3.7 KIPS 13. * UNIFORM LOAD 8*42 = 336 PLF 14. * ATTIC 15. INPUT WIDTH 72 16. UNIT FEET KIP 17. JOINT COORDINATES 18. 1 0 0 0; 2 15.5 0 0 , - 19. MEMBER INCIDENCES 20. 1 1 2 < 21. DEFINE MATERIAL START 22. ISOTROPIC STEEL 23. E 4.176E+006 24. POISSON 0.3 25. DENSITY 0.489024 26. ALPHA 6.5E-006 27. DAMP 0.03 28. END DEFINE MATERIAL 29. MEMBER PROPERTY AMERICAN 30. 1 TABLE ST WIOX30 31. CONSTANTS 32C MATERIAL STEEL ALL 33. SUPPORTS 34. 1 2 PINNED 35. MEMBER RELEASE 36. 1 START MX MY MZ 37. 1 END MX MY MZ 38. LOAD 1 SELFWEIGHT 39. SELFWEIGHT Y -1 { 40. LOAD 2 C: Project 7 -1 7 s1200 \Koper ArchitectslVercollone Residence\staadlVercol3one Beam 2 w10x30.an1 Page 1 of 8 L'l1Udy� L311 tJ.UJL 11, LVV/, V/ 1V LYl * `(ERCOLLONE* -- PAGE NO. 2 41. MEMBER LOAD 42. 1 UNI GY -0.4 43. LOAD 3 44. MEMBER LOAD 45. 1 CON GY -4 46. LOAD COMBINATION 4 47. 1 1.0 2 1.0 3 1.0 48. PERFORM ANALYSIS r O D v B L E V 2 T 11 1T I S T I C 2 c ----------------------------------- NUMBER OF J0INTS/2+0ER+ELEMENTS/SUPP0RTS = 2/ 1/ 2 ORIGINAL/FINAL BAND-WIDTH= 1/ 1/ 6 DOF SIZE OF STIFFNESS MATRIX = 1 DOUBLE KILO-WORDS 24'S[iNJ/['1VClIL. DISR SPACE 12.V/ 23163.9 W.— ZERO STIFFNESS IN DIRECTION 4 AT JOINT 1 EQN.NO. 1 LOADS APPLIED OR DISTRIBUTED HERE FROM ELEMENTS WILL BE IGNORED." .. EFFECTIVELY RELEASED IN THIS DIRECTION. ZERO STIFFNESS 5 1 - - a.avu././ ♦.av ula�u�ilua� a�yy JOINT uQi�.avu. 2 ZERO STIFFNESS IN DIRECTION 6 AT JOINT 1 EQN.NO. 3 ZERO STIFFNESS IN DIRECTION 4 AT JOINT 2 EQN.NO. 4 ZERO STIFFNESS IN DIRECTION 5 AT JOINT 2 EQN.NO. 5 ZERO STIFFNESS IN DIRECTION 6 AT JOINT 2 EQN.NO. 6 nn a - ia-uuv au Tlua. 50. CODE AISC 51. FYLD 5500 ALL 52. NSF 0.85 ALL ' 53. KY 1.2 ALL 55. CHECK CODE ALL t C:IProjects12007\Roper Architects\Vercollone ResidencelstaadlVercollone - Beam 2 w10x30.anl Page 2 of 8 ' 1.'11Uay� L1l�y UJL J1� LVV7� V/:1V Lll� „ * VERCOLLONE* -- PAGE NO. 3 STAAD.PRO CODE CHECKING - (AISC 9TH EDITION) r**,t*,t,r*,►tw+,t,t*,r,r,►***,t,t*,r***,r**,r*,►*,t*,t*****,t MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 1 ST ..,lOX (AISC S) PASS AISC- H1-3 0.417 4 0.00 T '0.00 -28.41 7.75 56. LOAD LIST 4 C:\Projects120071Koper Architects\Vercollone ReSidence\Staad\Vercollone -Beam 2 wlOx30.an1 Page 3 of 8 V , 111uay, zluyu1J J1, .2007, G/ 10 L]L'1 .' * UERCOLDONE* -- PAGE NO. 4 JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = SPACE ------------------ JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN 1 4 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 4 0.00000 0_00000 n_nnnnn n_nnnnn n nnnnn n nn_nnn ' f C:\Projects\2007\Koper Architects\Vercollone Residence\staad\Vercollone - Beam 2'w20x30.anl Page 4 of 8 X.L uayf nUVU5% .'�i� ZVV// v':iv eu$ * ,VERCOLLONE* -- PAGE NO. 5 SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z M M-X M M Z 1 4 0.00 5.33 0.00 0.00" 0.00 0.00 4 0.00 5_33 n 00 0-00 0 00 n_nn r r C:\Projects\20M Koper Architects\Vercollone Residence\staad\Vercollone - Beam 2 ,wI0x30.anl Page '5 of 8 - riivay� ni.iy ii5� :�i� cvvi� vi iv nip * -UERCOLDONE* -- PAGE NO. 6 MMMER END FORCES STRUCTURE TYPE = SPACE ----------------- ALL UNITS ARE -- RIP FEET (LOCAL ) MEbMR LOAD JT AXIAL SHEAR—Y SHEAR—Z TORSION blmd—Y MuI—Z 1 1 0.00 5 33 0.00 0.�� 0.00 0.00 2 0.00 5.33 0.00 0.00 0.00 0.00 ************** END OF LATEST ANALYSIS RESULT ************** *********** END OF THE STAAD.Pro RUN *********** 1 4 C:\Projects\20071Koper Architects\Vercollone.Residence\staad\Vercollone Beam 2 w10x30.anl Page 6 of 8 r =RSAR DETECTORS RE aI CARBON MONOXIDE ALARMS PT. DATE MUST BE INSTALLED PERMASSACHUSETTS BUILDING CODE DATE IRED FOR PERMITTING - - - - - .. ---------------- , l ----------- - -- -- -- _J I --- .......... -------------------------- I - - — �� , --------- ��, �j� d ' d 11L i '- R , - r ..w wr ADDITION TO » VERGOLLONE RES'IDENGE t .�6 HARVEST LANE *. GENTERVIL-LE, I„IA 02032 FINE LINE DESIGN GEOFF�2EY KOPER PEDA, ING. r ORApHIGs Al2CHITEGT CONSULTING ENGINEER 8 WEST BAY RD. OSTERVILE, MA 02055 BOX 766. BA2NSTABL,E; I"lA 02030 200 ESSEX ST. WHITMAN, I-IA 02362 508-420-12�ro 508=575--1027 781-.335-1880 /r 50 ... C. 71 — 3 — — b w - -; t-1� -rt.i'� .. I •-•1�.77 Ir_....�' i �^� .E i I....—,! ( I 1•'—.S" I .,F�.... I __l.. I Ill�.l... I�I i .I j I 'I I J �i i� U ;�— I - is l;r'I_ �IJiI;' � j �f r ..�, ATION SCA j Cc. ! _Gu 'e_ v _.. i , f Q - - - - - - - -- Y - ------- LU - _ —-- - - - -- - - E— �'de,`�1 —� I 9 I —� Ml H•. 1 i K12 4r— 6L� I LU MRAW� JFF[5r � .:.:.����1� _ T i,Tom,, I ��� �` a.� {� f'-1!HP A I ( �,I -7' L I ie_ j I—._.. I.IJ I'1 I �' __ , =_-- - I j_ L_. Si5 i tkT EFIS'rIHG - .icencw If . Y IION � B oaas DM BY: KW 5-1/07 -- PI f -- - _ — — --- -- A •;� � Tom— —----�-�,•,/� ,, — — -- I I ��1 •. t : f ,' iEL I' ,U r_��I ,� -, I �_ �0 I 1 L I . - - -- a -- -----'_-'_----_— ---------------' ADD;Ticfi . �.�..—.—. _ . l EF7 ELEVADON z 3 lu p - I Q AINDON SGH� cr __DULc ' (� 4TTY1 D'cP,GRIPTION 1 MS,KE/MODEL m - j i CTAS.°?'IfNT — PELLA DESIGNER 2525 CASEMENT P�lJ�Dm IGNLR 313g_2 :....._.. ._ - - _ DESIGNER 26?E-3 —-- ... C I CASE11ENr V DRI 2 CA92T'IEN DEEIGN !!292H - I ' -- - c I GASEMENT PELSA DESIGNER 24dq-9 '. p -- - - _ F _ H A CA55MENT P'U>.D�iGFIxR 2535 I CASEMENT I PEILA DF5I4NER 26n3 I CABHJ•fENr PO.LA D:31GNER 2ts9 T 4 CAse'IENT PELLA DESIGNER�E65-'2 - ._. _�5:1t2NT .. I FE:.: DEsI'4ER 2sn-s - _ J PE4.A DE41GNER 2565-9 ,. L' I i CASEMFONTT-j-P0.LA D sl NeR 3�a-: . 1 t!1WL/ MID iO:S N-' ? C155T1F.NT PF1�DESIGNER 2$3 I PIGT:IRE PEt,IA PESIGNLR 4759M PELLA DssIGNZR 23i5-6 -.. �!/1 1I - 0 fl, - r CONTRACTOR TO VERIFY WINDOW SIZE i O'JANTITY -•`• p L r-' AND OPENING RUURE`IENTS. , I f tr:�r I II: ' s �EXTERIOR DOOR SCHEDULE ' - 1��I ;_J?I-. i I ! -•.. �'� KEY Q'fY •pE: QI•r,-k2„ mAKE/MODEL - ! i .. FREN(:N INSWING i PELL.A D:DIGNER DPI K62 .. I $ ITE THERMATRU y I C I as Ilr — OF-->-� srs 5 G F s C/.JNTRACTOR TO VYRiPY WINDOW SIZE N GUANTITY . - AND OP--KING P.EUIREMENTS. Yi �-" ^•�I . ' r • Di.4•IN H'Y: KW -- �.T DATE: 3/3i/o �, - .� ', r.,� . ; � t 'r 1 � }a s� ��� 1 T ]J 1~ ' I G' 2` 0 4 ,�`.:_ • � � Q j� I � ��I Ili , I�t . 1 1 I DOO 2°rq sr i76 3/,°k1Y+-3/6' ' 1 /•d �''��.; T I ,1...11� R.� I - , At 1. i 1 i 89 3/,'r.21 s/s• .1I1 I - I i $7 i i L. _ i 2 up 11 Is T& I�i1t ' ! �I �•----- I I / ;I °_ -..- ; l J�`" __`^----- _����' re`�Pu,ee r coulnN I I _ II /. -- — I ,it ITfi r'LUSN BEl,1"I N:CV I � t - E° ,1 i i v.. V. EU 3/,`x26 s/a° —_' ' ..... I, I I .. /I EX',S;LNi.BEAMI IIt I—._ -- I I i T—I `. I u LAUNDRY / I I KIT hcN TE " : 21 - , —�•^.I I� SiT.TINC I r m. -{l 39 OAK .. ' r. '.•S I. L i I , { vl mi DPI sua R� a � � -i._ ___ .-- \ ' \♦ � I _j' V i l �y • i I 11 2pc aP caYra�cTl j (. L F I _ 4 I F i iI Iu, I� ! i fly rr LU '_Las I ! _ - I_ �y,DAlc U4 i. GAR.4C� Oalc LU I I gq _L O I 61 i I I —... I t vrn e. sNE�T 3 of ; i - WINDDW ESIGNEA 56RI ARE P4-W DL'SII;Nh'R SERIES WMpXdB. j_ . CONTRACTOR 9NALL VERIF`! ''I . LOCATIONS 8 DIMENSIONS PRIpR I-I-' 4 TO WINDOW ORDER f INSTALLATION I i Rsr � ^�E � I NEJ'.OVBD WCr.L� _ t L. a lsrinx:waLL� JOB: 0_:73 KHI I W ' I 1 r - --- _.- _ - I YI ao-za-•, I 1�6�T�E..EL:'> -- :n '�,. .c of I � � ��, a r 't , Aj .. a+at•.:v Eno' �IHER CY i i I I 'N• 5'-0' :o ea m yr I r— �._. — l f --/- -- I - i ( '+,•. r�. (`� - - i,,q,.l o vi E a i I i ti I 2 i �� , I�aec i- ,'I }� �� _ rl I ?p,_Gu _ li..:_o� � d � 4 �a ,— J. �`,j a• . __........ .' ::.. -I ' of wni rwau eun eew� —_. 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I � DCC'd5G3 2 TT'P I I 17 ------------- r I r I ol. D::.2`Y,i9-e II I:,I I II�iI,I_; y 8 rail d 78?./d'ztSS':a° /�--�• •,._�� V...S' ;-, EI3B 5/A'+CH 3/A I I I .( I FLAT RUf18ER ROCP UP OPEN T11--- Y I I � _.,mJ.�.. '.-_\ ♦ �. ; i ��, - — 3 it Mtn � Z I L � ®EtAw a QrE 1 s'••s`celuNG urNr. ; _ _ �€PJAJ7�M orw To =� JI �— I . ; Ip OAK --.aFirJH r co, Ell C'e1LIMi HGLIT BATH�# 1 1 �--- C--,.�--------I - _ - CARPET '. -----•�'_ � .—� -- -- J —— -- —-- -- _—__ _ 2$ .. _ _ 12'`1 Jf." -—_ -- - I W ! . .. _. I i'^ _ r5 - I�} � I� ,•-� I �`� ( —' 'mod )1 -- — — =— I O i r I Tn.e�9 �✓ — I I. W (L`I — — O • � w II III II li I I ann a �: I I L'.' E # LLl .19 II .�I I I CARPET IiI:i it I I _ IIII I I 11 it j li II — -- — 6 IA ) I w FLOOR �yqq PLAN f WINDOW DES*NATICN5 ARE yut`+ - - • `�i0 r `�© I ���It IL.�I V I FElW DF:SIGN�Z 83RIP.3 WINGOWB. ---4-¢- I..I.-j.._ $(-',LEI E: 1/4' . P-Q° CCNTRACTCR SWA-V"RIiY -�-i-,LOCATIONS/DIM IONS PRIOR -I rt f —_— TO WINDOW ORDER 4 INSTALLATION _ NaJV WALL F'> T7 Joe: c_o DRAWtJ 6Y: ra^1 -- _ --- �--�---� DATE: 8/3V07 • [If�fS.3,iOWN, • 1 1 �• ..f - /—' f 11 ` ` s .I .I EI s - r la v^ ..• I � - -� Mtn �I •/CAN IL fib _..._ _ , r i I .�I -7 ( do ... ... ---'----- -- -' rIl Kr I I r (re 1 P I G.&B VENTS ,:/"r.0 \ �'k°, I ! I —...I TOF OP WALL 9ET� I I \` �_1':.. R;D FG. i 1 I TO MATCN MISTING i are'PLYWOOD'SNEATJtY/ �d�a% �"'o� \Y:. i - I ; FIRST - ASPHALT 3wING col 4 14'LVL r;RAER I - • _ !. '"I'�• f `HURRICANE CUP' 6 I-- RAFTER/TOP '.Iji'i'I1iiI iiI1)=)III I�'..."•.._.A. -.:611_°I74 o0 1R''-L+>P<1EE24 O0'-Fe,A:z'S�NP.D rp INe_B_rU_l-I�-./rPau._ O-�-.Ci+—I d,'iI,. 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IICONCREfh ar a CONCRETE wA_Ls 'AMPPROOF 9aLO4 GRAM COTT11103 FDO TING '4:mriwxvs FOOTING pW _ fil I N3 1/2ORETC BLAB i 6 Mil.VAPOR 9ARRIR 2'N0TOM OF WA;1 FOOTIK KEYED (2)sy RMAR I PDrlwe JF-C-TION "A—A` 4'C W SLAB PITC4:TOWARD DOOMS 5i4EE,r s r, F7I .a•_.6 FOUNDATION PLAN 5CAi_E: ;/4" I_0 e .P l .. - - - JCH^ C3d3 Gr i WN BY= K!� D-6*E: 3/31/07 'TEST HOLE LOG DATE:;9Q'z;,/3/999 SOIL EVALUATOR:.rl. T,�/S SOT I�o�'s yo T WITNESS: _ I9. ,yio•e.4w�/ PERC RATE: Z Joe �Z S` /oy e 3/7- �o y,,z _ 4 �oyrz s. 9 c S9N1� ,S/9 v D Z. sy �o.eUE.uCoviJTLlZE,a L'��/ c DESIGN DATA DAILY FLOW:W)BDRMS.z 110 GPD=#Yo GPD 15 SEPTIC TANK: `�4�a GPD z 200%= 88o GPD �" USE:/:Soo GALLON PRECAST SEPTIC TANK LEACHING FACILITY: ,Ro0rr+F D CAPACITY: SIDEWALL: Z. X o,`7f�r • ° r BOTTOM:: -r_33..5_ ro2yt°, ZZ 3` s TOTAL. BRAMAN 11A OF DANIEL E. # y CIVIL No.32686C ~y p NOTES: P� 1. ALL PIPE TO BE 4"DIA.SCH 40 PVC. FOSS/ONAL ENG� 2. PIPE TO BE LAID LEVEL FOR 2'OUT OF DISTRIBUTION I RAISE ALL APPLICABLE MANHOLE COVERS TO WITHIN 6"OF FINISH GRADE 4. SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL. . 5. SEPTIC TANK AND DISTRIBUTION BOX TO BE INSTALLED - w ON A 6"LAYER OF STONE. - 6. INSTALL GAS BAFFLE IN OUTLET TEL 21 LAYER OY"'PEASTONE OVER Y4•-1 U2•WASHED STONE ALL AROUND TOP OF FOUND. ysoo y ,00 y3,$3 /e74P: 5/5!s a yy zS 37 s SEPTIC SYSTEM PROFILE SITE — SEWAGE PLAN GENERAL NOTES FOR 1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION. OF ALL UTILITIES,ABOVE AND UNDERGROUND,PRIOR -- - -- TO ANY EXCAVATION OR CONSTRUCTION. �sFN?E�!//G /Llfj�. 2. SEPTIC SYSTEM TO BE INSTALLED IN COMPLIANCE WITH PREPARED FOR 310 CMR l&00:TTPLE V. } 3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE DETERMiriATION, 4. ALL DISTURBED AREAS TO LOAMED AND SEEDED. DATE: � ,_.Z9/99m9 'SCALE: /�ST,t7 ' S CONTRACTOR TO PROVIDE 24 HOUR NOTICE FORA" REQUIRED INSPECTIONS. d. . s ' n y r J Y WELLER & ASSOCIATES 3 1645 FALMOUTH ROAD CENTERVILLE,MA. 02632 :1'E 4. (508)7754735,1 ,. FAX: (508)775-0754 r d APPROVED BY: ^Y I V . 1 ( l3s� t GA�� �. 102 s,,-- r ' 1 t j - DATE:�<./�/99Q 9�39 . SOIL EVALUATOR:,/, WITNESS:-- !9. PERC RATE: Z 't4,V/. z 6 ` 52.2 0` V 7,1 S ti /o),e z s. /oy e 3 7- y7 ems , Sly c C sq.y� S.9 v a z, sy 9'G► z sy ,.S�c-" ��vETzsc s•.o� �o.� �U Gr1A�� �.uCov.JTL'ylzE.a DESIGN DATA DAILY FLOW:V)BDRMS.a 110 GPD=#Yo GPD SEPTIC TANK: `Wo GPD z 200%= 88o GPD USE:%Sov GALLON PRECAST SEPTIC TANK �O LEACHING FACILITY: �o USE: .3�sx�?.s:arZ �- ✓�o0 ;l2ESJEGGS. . wey'o.� ..Sro•�•�". CAPACITY: . SIDEWALL: . 3-X,z X o,2Y. BOTTOM.� X.33,.S�,-o�ytP2,3 TOTAL: ... d . `N OF Af, '9l' �o BRAS y�N . . uvu V N9.32686t y NOTES: 1. ALL PIPE TO BE 4"DIA.SCH 40 PVC. �ESS/MiAI V�G� 2. PIPE TO BE LAID LEVEL FOR 2'OUT OF DISTRIBUTION 3. RAISE ALL APPLICABLE MANHOLE COVERS TO WITHIN 6"OF FINISH GRADE 4. SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL S. SEPTIC TANK AND DISTRIBUTION BOX TO BE INSTALLED �3 ON A 6"LAYER OF STONE 6. INSTALL GAS BAFFLE IN OUTLET TEL 2"LAYER OF 3H•PLOTONE OVER 3/P•1 in.WA MD SToNg ALL AROUND TOP OF FOUND. 7 71 Z EL. 57 •o� f0" 14, o�l v � y3oo y .00 y5!sa yy zs �I SEPTIC SYSTEM PROFILE r SITE SEWAGE PLAN GENERAL NOTES FOR 1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES,ABOVE AND UNDERGROUN0.PRIOR --- — TO ANY EXCAVATION OR CONSTRUCTION. .____. .. � ?E�'vi« -.. , �'��, 2. SEPTIC SYSTEM TO BE INSTALLED IN COMPLIANCE WITH ; PREPARED FOR *CMR IS,00:TITLE V. 3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE �T f DETERMINATION. � 4.ALL DISTURBED AREAS TO LOAMED AND SEEDED. DATE: Q SCALE: S. CONTRACTOR TO PROVIDE 24 HOUR NOTICE FOR ANY REQUIRED INSPECTIONS. WELLER & ASSOCIATES .� y 1645 FALMOUTH ROAD CENTERVILLE, MA. 02632 . •n'.. TEL: (508)775-0735 FAX: (508)775-0754 APPROVED BY: — — -- — — — _ -.L � ,,' Q. l� 0 1` Q I T,Bir-f �Z � sya I � I 8 l3s� t d s IV Ile 102 u ►` 9st f = o a. c • i a _ Y w .. a f r - �a♦ a .. a ., - � � .� - r I � III I —�- - ��,■■ �. _ � = — ion i ■■ ■■ ■■ ■■ _ ON ■■!■■ ■■ as _ 1 'Ill 1 _ ■■ ■■ ■■ _ �■ ■■ �■ ■■_ ■■ ■■'■■ _ ME on ■■ on ■■ ■■ 1 'III 1 = '�■i■■'■■ _ �■ �■ ■■ —�- � ■■,■■'■■;■■ 1 111 1 � ,■■ �■ �■ — ■■�■■ �■ -ii i l�V �i1i III � r 3' DATEFIRE DEPARTMENT BOTH SIGNATURES ARE REQUIRED I FOR PER DATE MITTING MIMI -- � i 111 111 !!! !!! nolum.. F1, � � ■� ■■;■■ ■ is■, tto tt' ■■ ■■ ■■ 111 111 I'm oil ■� ■ tt ■■,■■ ■■ ■■go ■■i ■■ ■■ ■� tit tl� ■■ ■■ ■■ �■ 1■ ■■ it ■■ ■■ ■■� !!! ■■ t■ !tt ! ■■ �■ ■■ 111 Ill ■ logo — _ __ � - f I _l„' tt, tti _. —--__goon - —1 �� •i � m IN .................. goon.. now MEN now MEN goon.. M goon. goon. � goon. � i on 6 in own ogoon, ,goon goon. goon.. goon.. goon..on..._ ....goon go ...----goon..... .................. .- goon a p ® r1• 12 v6 lop HH - IF I 0 L-- 00 RIG+4T ELEVATION u� SCALE. I/4 - 1-O EXISTING ADDITION EXISTING ' x RIDGE VET . - 2.12 RIDGE BOARD - D. ASPHALT SHINGLES .01 CDX SHEATHING 5/ z Z R37 INSUL. 5 C 2B'.-O• 8' ��9 O W O Q 6'-O' 2'-6' Id-10' MAINTAIN AIR SPACE _ CdJT:'VENTING DRIP EWE Ir W W \ S FASCIA ' / \ —————————� 1.4 SECOND HEMBER T1 \ — I ALUM.GUTTERS/DIJ.SPOUTS _ V eh \ W O . ——————— o p —— I - IrB FRIEZE BOARD/MOULDINGS _ REFIWE EXIS j'y B'r3'-4'CONC-WALL I I O p W u �. NINDJW FOR - ® i0'r16'CONTINUOUS FOOTING I I - - O 4C�Sg _ 2.6 EM-STUDS @ I6'O.C. _ . v I RI9 F.G.'HWL. I - > Lu rnFK WRAo SH W EATHING m P W REC.-ROOM b c ( CEDAR CLAPBOARDS IN FRONT I ` N.C. SHINGLES SIDES t REAR O a W ) z I _ FINISH FLOOR # O -Bn - 3/4'PLT SUBFLOOR _J - RM FIBERGLASS INSVL 2r10'S @ 16'O.C. CANTILEVER „9-2r10 GIRT 1 3-2r10 GIRDER I I - .r O Q �3 i/2'DIA.STEEL COLUMN - - - B CRAWL SPACE• B VY LALLT COLUMNS CONCRETE PAD U EXISTING o --�°� i I _ s v2'CONC.Sue BASEnENT A ® C�PAWL SPACE - Y CEO BARRI CAP ————J ,•;.:.''�: VAPOR BARRIER _ W r--- REI'IDJE - HINOW 24'-0' - ACCE95 C TILEVE ---- — ------'------ - - ry L------------FI, SHEET 2 OF 3 2d-D• B•-D• A SECTION - 21'0' - ' A2 SCALE: 1/4" = V-O' FOUNDATION PLAN SCALE: 1/4' Ir-O' a JOB: 0303 DRAWN BY: KW DATE: 2/c • EXISTING h 75'-O• 14'-O• 22 12'-6• Ip�-3. ,-d - SILL II'-2•ABOVE IB'-O• SH15N FI — Q �mQ P T-b•' b'-b' 6'-3• b'-3• 29 3/4•x29 3/4• WINOON SET o � a o ppp -TRA7 CEI ADDITION c - LING J STEP m MASTERS x m SC .CN o 2 9' 3'�• r_6• 6'-0• r-a• la-In - �`I'l L PIS BECDARPWM o BREAKFAST DCC 2 2D p• - 4 4• �flA p 3/4 l OAK 55 3/4• 3/4• m 7-n NJL.0 IL ANT � w S U OII o R HERS O REF. I H 3/4 m I 0° I I li SI TI r-� r' i 2E Q 00 KITCHEN R I� I� OAK I _ ABl7JE—r —CAB 1 — ' ------i-------- DB DLG 4753E 2 _U I II V—-—I—SKY ITE——— ——— SK ITE T—— 3 - L DW I I L_JE CATHEDERAI L—J �,,. G ___ BATH 36'a]2 47 3/4•x53 3/4• b 2g 29 ® L .2a I ® ,I AMI r TILE - I I OAK ' 2 ® WALL - DfPO"ED 2559-2 MASTER OVEN Q P"TRY I ❑ BRICK BA - ----�---- S RCH 50 3/4'x59 3/4• TILE LAUNDR ON 0 3 TILE 2Q 2k - O CATNEDERAL ® ®96• 2Q 5Q GLA59 SQ .. .REC ROOM m OAK 25 CLOAK C ———— ————————— ——— — — KF �� STORAGE STORAGE � W CABINETS _ - CABINETS '^ . FOYER // I I\� Z I, I 111 O OAK 2fDININ Q m w w r�3 OAK POWDER m G g b GARAGE • `� k °° ` 3 m LLI CONIC SLAB o O > u7 U z `v 'v DCC 2559 m m - - - - � n w 25 3/4•x59 3/4• m4 FI ST FL OR PL N 25 :B SCALE: 1/ • I'-Ox f - 3-2 3-5• 4_1• 5'_b• 6'-br 4'-n 4'-n � O T-9• 9'-d T_q° b-4• 9_b• 6'-n B'-d b'-O• 73'-d - - - ADDITION EXISTING SHEET 3 OF 3 JOB: 0303 DRAWN BY KW s. DATE: 2/9/05 22'-0" _ VV W-3° 4'-4" ... .. . . _ 0� 1 m n x O n n x FLAT RUBBER ROOF TRAY CEILING l 1 Tv MEDIA CEILING HGHT pN - A 1 /L----------- MEDIA Room +CAT E _ OAK 1 - OPEN TO 5 FS 00 — oa 3oa o o n ca i - m i- 6 Its 1 10 104 aI I04 1 ® L:-FS J, a VFFW. W-V CEILING HGWT BA�I-� #� BEDROOM #2 a� LINEN - - Q 2g 5Q C.O. 8 �7 CARPET � DCG 9-2 HALL R DN LS 50 3/4 5A d" 13'-4° a� ® `-16'-10 1/4° ® CARPET tt, 140 I2'-9 3/4° — O - V o � 2-4 — 2fi 2f BATH #2 _ Tv — - —— —— TILE - _ I I euaue m BUREAU to tu m - Tvs—— 0' " CEILING HGHT I n r _. _ _ - • - I BF:)ROOM #3 � N �* I lu o CARPET >I ls! I � Tv 5,-8' M o - SHEET 7'-5' 3 V cA T-5° A4 lo 4'-10' 14' 4'-10" SECOND FLOOR PLAN JOB: 723 SCALE! 114" = 1'-0" DRAWN BY 0 Z5 DATE= Ii/12/02 , .G + - N ` np - 1 .75'-d - E)'-b' 18'-0' 14'-01 12'-b" 22'-O" d Q. b'_3. b'-3' 10'-3' II'-q• . W_6`Y 2'.-b.. It IF4r 1 2 p. " 16. a O 0 0 g DOOR A a a n � n �qt 1 �.. — ———-- —— - TRAY CEILING L I7ASTER ® e a III--1-- 30 " 3/4 NIS F BEDROOM. r o OCC _ 2 G N N o CARPET ( - . ?. ... -BULK- 1 OAK z 3/ HY4".' g ��ii � 3 112r 9 9a! 4' x 20 d v o HEAD T, b 1 0 ® STEEL COL., $ �i R STEEL COL. t @v v (�FLL SAImµERSNow REF. 14 2'-Id 1 0 o a - qD' A.F.F. Ty 1 2'-4° vn j 1 II I SITTING Zn o z f v ® OAK o / IL 2 2 T .29 F/L ®!� I I� r I 1=AMILT J ® o OAK 2SS04 -2 MASTER ' ® -:- xsg4* _ I ovEN _•P —3-1/2" Q �- 1 _ 1� - 4 ARCH - STEEL CCP— ' ,0 o TILE UND TILE 25 vy m ® A 7o % 2� 54 _ uL TV I ppgT J IAx4 qD' A,F Fr. 1 ~ I C1/4' L'S Ft_USH� 2'-Id 4'-d I ® — —————————————— —-- ABOVE y a n I1� UP - - � a V Vl QQ a (1'J t1:1/.�•...L�/�.'$.f l.L$H . 'W W �p� p T——T y Z o > _ _ _ UNDER E3EARIMG_WALy ABOVE 13-4• 3 5'-�D' OAK �,^^ ul GARAGE PONDER, 312 I _ -© 4) Z Zv CONC. So AS OOM m pQ{ 6ul 31 OAK °??'�� el 4Z rc pw" ° n I 7 a 14L o � � j � z 6 1 .. > �. Y-2 SMOSMOKE DETECTORS O.K. , F q' 2• �- - 1 6� n. � � o � FI ST FL -OR PL N n �-� - off NSTASLE BUILDING DE PT` a SCALE: i/ ' - r-o" SHEET T_q. A3 . 11-a 7'-q' b'-4" q'-b' 3'-2' 3'_5' q'_1• I 5'_b• I 5._be -d JQS: 0237 flRAWN BYE .KW DATE: 7/B/02 r { �,® r 7.- S, t+ r t- y � I . / 13'-O° 22'-O' . 9''p' b'-9" b'-3' 4'-4" 11'-Id 5'-Id. O � I , tom! • \----------=-� ern Yin Il"11 e�p II� . I 1 r- di n x n x n k FLAT RUBaER ROOF �J A per. = o 46 RIBS m __ 1 I TRAY CMLING 1 .. a oo --- . 1 { u 1� /L--- ----` w MEDIA ROOM OPEN ro Fs OAK SEtOW - we 104 .s 104 V--b" CEILING NGNT , 2A VELLIX oo BEDRL`OM2 #— uNEN O CAPPEr 24 / �. d 2� 2 26 0 2A 211 i ®� BATW ► r � — nLsIlgi n z / ,a9 / ro ' _ — Q _--_ o -- In 37 ul V9 606 I T tt - rc oa_ � Q HEDROOI"I ss3 nn � o dgy � 1 N v , x�_ h SHEET Ell IS A4 4'-,d 14'_W' 4' . - -SECOND FLOOR PLAN - '- .106: 0237 5CALE:.1/4" 1'-0" ORAWN:BY: KW 11 DATE: 7/5/02 b._b° Ig._O. .n'_6. �._g.. 12'-6• 221;-d _ o 9 '7:�7. O n� I g a' q 9 -------------------- lr� --- J f -----------WW4 STEEL BEAM I c---- BEAM POCKET BEAM --------- — \\ ., �,_2° I - 111 I I t — ro m�o� n FULL BASEMEPIT (— � to L-----------= - .: I d► 4 ' TOP: I�_t:auNDATIaa Q � a tul" --I --- -------------------- a o = —————— ———————— -- I I 3-210.GIRT ® I . 1—12r24 STEEL BEAM 42' 42BEAML. J J I L J I I �JU o oo i I . 2'-O I 5'-b' I 3 II2' LALLY COLUMNS •1� I 3-27ri0 GIRT o I I 30°x3drt2° CONC. PADS TYP. ® fl s m. I I LtiLLJ In L o L Wt2a24 STEEL BEAM o I , N --------------------i ---------- --------- . I I '-4. I I BEAM POCKET 3' d 3 IL LALLY COLUMNS I ® I .. � ' Z .. r I 9!4- I I - ...3o'�Srt2�CONE.-PADS-TTP. L——J -� 7J9•S I I I I T"IO—N Q I I l9 1Qj!TO DA �r°— L— DROP WALL UNDER SLAB ® DOOR I -� lu 4 - Io I f $ CANTILEVER JOISTS !!Y I _ I GARAGE I I 'N ® -=------ tu J 3� .> . o I .I' CONC. SLAB I I a A PITCH TOWARD DOORS 2°.DFP { CK o L—— -----1 j PORCH m Q j I I I - N rr-------- --------;, _ ul W g— ...DROP ALL.UNDER.SLAB I I ` - - — -•-•-' ®_ 6 I 1 s DOOR { I L-2 - _2' e FOUNDATION FLAN a I { SCALE: 1/4' e V-O' i t I I A SHEET � I L—————————— ----------J ---- iA51' .105: OM-7 DATE: b/20/02 I l IO 0 Route 28 i HARVEST LANE LO tiPfi� I P° � � N �o \ Horseshoe Ln 1 \ \ d o � LOCUS MAP SCALE: 1" 2,000'f \ ASSESSORS MAP 209 PARCEL 67-2 LOCUS IS WITHIN AP OVERLAY DISTRICT FLOODZONE: C U � DATUM: NGVD J I \1 /LAN)S( / I BED c/ / a / \ s / 'L BED I 1 / /EXIST. / SEPTIC I SYSTEM \ ANDSCAP BED \ E i COR BRICK LANDING \ ELEV-54.7' h GAS EXISTING / METER DWELLING \�/ p$• PROP. ADD'N. SHED LOT 67-2 80,621 SF± 1.85 ACRES± N PLOT PLAN SHOWING PROPOSED ADDITION AT 36 HARVEST LANE (CENTERVILLE) BARNSTABLE, MA PREPARED FOR off 508-362-4541 fax 508 362-9880 DAVID VERCOLLONE 510 \I"OF MASS down cope en gin e erin g, in c. �3 q�y SEPTEMBER 5, 2007 DANIEL G� Cl VIL ENGINEERS 0 A. , LAND SURVEYORS OJALA N Scale: 1"= 30' No.40980 939 Main Street — YARMOUTHPORT, MASS. y P Su 0 15 30 45 60 75 FEET DATE DANIEL A. OJALA, PE, PLS 07-143 07-143 VERCOLLONE.DWG (DDF)