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0009 ISLAND AVENUE
l�l Q.,11 C� �d/� . � i ,; I ib i� J �`"E'' o Town of Barnstable Building Department - 200 Main Street sARNSTABLE, * Hyannis, MA 02601 9� MASS. (508) 1639. 862-4038 ArFD MPS A Certificate of Application Number: 78610 CO Number: 20060099 Parcel ID: 265022 CO Issue Date: 08/14106 Location: 9 ISLAND AVENUE Zoning Classification: RESIDENCE F-1 DISTRICT Owner: HILL, DAVID B & JOAN B TRS Proposed Use: 575 AMALFI DR PACIFIC PALISADES, CA 90272 Village:. HYANNIS Gen Contractor: E.B. NORRIS & SON, INC. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: RLIJ Rc-�� Building Department Signature Date Signed ~ r TOWN `OF BARN ; TABLE BUILDING PERMIT PARCEL ID 265 022 Il ADDRESS 9 ISLAND A" ,GEOBASB: ID 18772 HYANNIS PHONE ZIP LOT 39. LC1 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 78810. :DESCRIPTION ADD 1236 SQ FT. NEW 1/2 STORY PERMIT TYPE BREMOD TITLE RESIDENTIAL ALT/CONV CONTRACTORS: B B.NORRIS 8c- SON,. INC. Department of ARCHITECTS: Regulatory Services. TOTAL FEES4. BOND .CONSTRUCTION COSTS ` 434 REBID ADD%ALT/CONV ]. PRIVATEfit ;•a�3��:.A1�' j: BUILD D SION BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE.APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION WHERE'APPLICABLE, SEPARATE 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS ARE REQUIRED FOR 3.INSULATION.(READY LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 4.FINAL INSPECTION BEFORE OCCUPANCY. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS1 _ tL/\ _ 3 ,- t' 1 TING INSPECTION APP !!l•���/ ®/r+C ROVALS ENGINEERING DEPARTMENT j 2 HEALT OTHER: f S \ SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL P IT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA 1 TION. NOTED ABOVE. i 1-TION. esrti ?Au.-L. z -S .T*ems . /* fit-, L 3� Te ly4o'-al `p/,ss 0/6Cv/7114��fla-�. 4,• r 'PAu.u C/ft " - �� �if1 riYtnlP� S�PGs 3� Te pA,ss s M Cowen Associates MEMBER A.S.C.E.E. -Fellow N:S.P.E. CONSULTING STRUCTURAL ENGINEERS B.A.S.E.(President t99&7) A.C.I. 29 Vesta Road N.C.S.E.A (MA Delegate) Natick, MA 01760 LICENCES/REGISTRATIONS IN: Telephone (508) 655-3976 Massachusetts(Structural) New York Facsimile (508) 655-4284 illinois—SE(inactive) District of Columbia fred@COWenaSSOC.COm Maryland www.cowenassoc.com Missouri. New Hampshire Jon Cowen, EIT Rhode IslandNew Jersey Virginia Florida Thursday, December 22 2005 (revised) Pennsylvania (inactive) r - Pennsylvania Ohio Oklahoma Mr. Ivan. Bereznicki Connecticut Ivan Bereznicki Architects N.C.E.E.Certified 9 Wendell Street Cambridge, MA 02138 Re: 002.080- Hill Residence Date: Thursday, November 3, 2005 Present: Fred Cowen- Cowen Associates Jon Cowen- Cowen Associates' Mike Moynihan- E.B. Norris Objective: Final inspection of framing Progress: The framing is complete for the most part, aside from the deck. Observations: • Two hold downs shown on.drawing S2.06 were found to be missing at the 1st floor level. • The roof valley beginning at line F has been shaved from 11 %4' depth to about 10 %" of depth. The contractor also inquired about shaving down several of the roof rafters in that same area. This valley is also notched at the support. Recommendations: • The hold down at the front of wall 3-1(drawing S2.0B) will be moved to the front of the house, inside the exterior wall. The missing hold down at column .line 5.1 will not be necessary due to the adjacent column, and overhead beam. • The roof valley shaved to 10" depth meets code. The rafters in that same area can be tapered to a minimum depth of 7 '/4" at the ends. The notch will be acceptable. Very truly yours, Cowen Associates Jon Cowen, EIT dd Cm of /1 ecS /I P �' 7L 7 ..zs e 1/���► n is o n� /�l�r. G � LISTED MASONRY FIREPLACE SYSTEM 0ISOIG-214 ,,. US _ u a MADE IN DENMARK„ Va/N 02603 MODELS:,48, 47-, 36 t ' DO NOT REMOVE E r e r sa ! OR COVER', EARTHCOR THIS �.ABEL WH „� INDUSTRIES 1 COMPLIES WITH APPLICABLE 'REli' OF UL° 127 LILC S610, UL 1111, 103HT JACKSONVILLE, FL 32256 CLEARANCE TO COMBUSTIBLES: i UNIT FRONT AND ISOKERN CHIMNEY = Oin. { UNIT SIDES AND REAR = 1.5in. (60mm) , COMBUSTIBLE SHEATHING ABOVE OPENING-TOP = 8in. (205mm) o, SHEATHING OR.TRIM TO OPENING SIDES 81n (205mm) .MANTLE ABOVE OPENING / '3 # f�-' � � 121n (305mm) OPENING TO SIDEWALL = 24in`' (610min HEARTH EXTENSION .BEYOND,4R0NT = 20W (51.0mm)`• HEARTH EXTENSION BEYOND SIDES = 12in. . (305mm) I COMBUSTIBLE FLOOR = 7.25in. (184mm). INSULATION FROM FIREBOX = Sin. (75mm) USE SOLID WOOD FUEL OR LISTED DECORATIVE GAS VENTED OR UNVENTED APPLIANCE. ALSO FOR USE WITH LISTED METAL CHIMNEY. z DO NOT USE,A FIREPLACE INSERT OR OTHER'PFODUCTS, NOT `,'' SPECIFIED FOR USE WITH THIS PRODUCT. IF DOORS ARE USED, !: OPERATE FIREPLACE WITH DOORS FULLY OPEN. WHEN BURNING ` A DECORATIVE GAS APPLIANCE IN THE FIREPLACE, LOCK THE DAMPER TO THE FULLY OPEN POSITION. INSTALLATION MUST BE IN ACCORDANCE WITH INSTRUCTIONS PROVIDED AND ICC ER 5017, SBCCI REPORT #9626, LA. RR# 25483, MEA# 24901" b CONTACT BUILDING OFFICIAL PRIOR TO INSTALLATION 3 DYNAMIC WINDOWS & DOORS INC . Quote# FM5 9 3 0 5 Fireman: Processed by: w/o# 2 410 6 -01 Sales Rep: Freddy Maguire Page 1 of 3 Time: 01:49 PM Date: 06/06/2005 LRAT:....12..29...PM..0.6.0.6..2.0.0.5...._.... ...... ... ....:. /. l.::. CUSTOMER. SHIPPING (with Linked Shipments) EB Norris .. Hill Residence PO Box 486 9 Island Ave. , HYANNISPORT, MA 02647 HYANNIS, MA 02066 Phone: (508)775-0457 Fax: (508) 775-7877 Mike Moynihan Cell No. : (508) 243-2732 Liae Locatsoa Qty Rough:Openiag Size: foa£xguration:: Wall': 8xterior>Trim Module:; Module Sise > Hardware a 6lazinv ' D356 Instructions Door sill - Purple Heart Rough Opening Summary - (8) Wood Species: Paint Grade Solid Prefinishing: Paint Ext/Int Diff. Color . Wall Thickness: 6.7500" - 6 7.1875" - 1...5 Jamb Type: Square Exterior Trim: Door: Widebrd Trim & Wood Sill - 1.. .5 Window: Widebrd Trim & Wood Sill - 6 L & S Gear Color: Bronze Gears + Top Track Trim Thickness: 1.0000" 11 'oor Sill/Cap: PurPI2 1'lear�. Trim Face: 5.50001, - 1. ..6 Sill Projection: 2.5000" - 6 2.75001, - 1. .:5 Window Sill Face: 2.000011 SillHornPastTrim: 1.00001, Common Mullion: 0.750011 Module Summary - (14) Standard: 9 Patio: 5 Hardware Type: Olivari Handle. Int W/Pull - 1A1. ..5A1 Maxim Std Opr/4-Bar StdHng/Fold - 6A1,6A2 Hardware Colour: Brush Nickel Screens: Wood Door 1.3750" - 1A1. ..5A1 Wood No-Knob CSMT - 6A1,6A2 Screen Cloth: Black vinyl Cloth i Sash Stop: Sash Stop Square+ Opr Cov Weatherstripping: White - Except as noted: Black - 1A1. . .5A1 Beading Profile: Ovalo Bead Beading Size: 0.3750" - 6A1,6A2 0.5000" - 1A1.. .5A1, 6B1 Glazing .Type: Clr Temp/HDC Low E Temp Tempered/Laminated Bugs:. Limited NFRC Labels: No Low E Surface #: 2 Spacerbar Colour: Champagne Argon/Br. Tubes: Argon 3lazing. Tape: Black CONFIR -t ' -RUE Bar Width: 0.187511 ��� O � 2005 Continued. . . . . . . . . DYNAMIC WINDOWS & DOORS INC Quote# FM5 9 3 0 5 w/o# 2 410 6 - 01 Sales Rep: Freddy Maguire Page 2 of 3 Customer: EE Norris Date: 06/06/2005 Tine LocationOpening Saz.e; Configuration: Wahl` Szterior; Trim Module Module Size.: Hardware> TYFe i Glazing' Module Summary cont'd. . Overall Div. Bar: 0.9375" Sash Thickness: Door: 2.2190" - 1A1...5A1 Window: 1.71901, - 6A1,6A2, 6B1 Jamb Thickness: 0.7500" OQl J {B) : 1 6$ 88 00;00" x :99 000;0' f;ift r?;Slide :PTDR Cf: 7 1875" WBT & Wood Sala. _ ......a _...:...:> Al %»0 88.0000" x 99.0000" BrushNickl/Olivari Hdl w/ Ext.Pull Clr Tmp/HDC LE Tmp . Sldr: 44.0000" x 94.6662.1 Stiles: 3.2500" Tp: 3.2500" Btm: 5.507511/3.1239" Door sill - Purple Heart 002 IC (A) 1 @.'107 5000" is 99 000:0" Iaft + :Slide PTDR Cf 7 18!75 WBT & Wood Sill Al %»0 107.5000" x 99.0000" BrushNickl/Olivari Hdl w/ Ext.Pull Clr Tmp/HDC LE Tmp' Sldr: 53.7500" x 94.6662" Stiles: 3.2500" Tp: 3.2500" Btm: 5.5075"/3.1239" Door sill - Purple Heart 003 L (A);; 1 b ,192 5000' x >99 000;0" Lift + ;Slide.:PTDR Cf 7 18:.75 WST & Wood Sxl,1 Al 0cc%-0 192.5000" x 99.0000" BrushNickl/Olivari Hdl w/ Ext.Pull Clr Tmp/HDC LE Tmp ' Sldr: 64.1250" x 94.66621. Stiles: 3.2500" Tp: 3.2500" Btm: 5.507511/3.1239" )or sill - Purple Heart 00.4 M (C): 1 @ 93 50'00' x 99 OOOyO' Tif`.. + :Slide PTDR Cf 7 1895' WBT Wood Sill Al %»0 93.50001, x 99.00001, BrushNickl/Olivari Hdl w/ Ext.Pull Clr Tmp/HDC LE Tmp Sldr: 46.7500" x 94.66621, Stiles: 3.25001, Tp: 3.2500" Btm: '5.608811/3.2252" Door sill - Purple Heart 0:05106 0000 haft c;Slide PTDR Cf 7 1875. WB_T & wood Sill Al B»0 135.5000" x 106.00001, BrushNickl/Olivari Hdl w/ .Ext.Pull Clr Tmp/HDC LE Tmp Sldr: 67.7500" x 101.6662 Stiles: 3.2500" Tp: 3..2500" Btm 5.5075"/3.,1239" NOTE: Lift & Slide Door with Heavy Duty Hardware! Door sill - Purple Heart 006 O 64 59 00 x FO5:500'0 Common,<Mullion 6 75:00 WBT.&,.Wood'Sill :: ...._..:: _. Al ComMul Awning Sash 32.87501, x 25.37501, BrushNickl/Fold Hndl/Std Hng/Std Op Clr Tmp/HDC LE Tmp 1 0.1875" True Divided Reg. RECT 3 x 2 Stiles: 2.0000" Top Rail: 2.0000 Btm: 2.00001, A2 ComMul Awning Sash 32.87501, x 25.17501, BrushNickl/Fold Hndl/Std Hng/Std Op Clr Tmp/HDC LE Tmp', 0.1875" True Divided Reg. RECT 3 x 2 Stiles: 2.0000" Top Rail: 2.0000" Btm: 2.000011 B1 ComMul Fixed Sash 64.5000" x 82.1250". Clr Tmp/HDC LE Tmp Stiles: 2.0000" Top Rail: 2.0000" Btm: 2.000011 Subsill to be Purple Heart. 0 0:7 _ :. -� a Items 01 18 Lft. @ 1 .1 00" Proj x 1 1/8" Face Teak Sill stock for li a ch lift//& s i S. - Purple Heart ' ,C/W, f c/6 t. l I K/1 Continued. . . . . . . . SPECIFICATION AtIOIr1 FRA�iG Bill Sk%C4.M Om%At: x�Y it x 27.00.10'►t IL TNiCKAF%,s v/ L rs :SQUARE a PB T)iG Tip:3J•P NT N COLOR:BRA51!FtQCI1 nTN TTFE +rrOD UL Swnf 2R 7/8' 0/ALL R.O. CS)m REEB MSN +8iAC1C vmwt arms EXTERIOR TRIM 29 3/6' H.O.A.F. m YLE+i Sal ONLY 6 t5/16 N I PROJ +I 3/I, I N2ltN+6 >t PAST FRAME. m L FADE +2 ' DOOR/SASH ro 5NTw +I �/ ~' AE FACE,2 P RAJL FAt,.E+2' 1.RAH.FACE,I U4' - Ii RAIL FX E+2' ADD,TYPE 'OrAI O BEAD AM4 SIZE :3J8' w f S ,CtR lnyfi4)C LE TYf' *55 w E SURFACE,2 07 ACER M+ uwleuFlE 2 ttEiN00 a I[BRFAARRT1.8C5 UP TO 2= FT&FVATICN} PE COLOR+ E3lACK 7z STRP DOLOR +BiY H t'ww1f x cy- cr — n LL IQ LD IQ o b 15/ib' w D.L. IYP. w ui - w ¢. IES: (n UI OWS ARE V1DffD nm pAUj10R Alt drawings and copies therec+f U 4INDCH SMEEN MATCF�ES E)RFM 5MES ASV FINIS" All0 ib rawin sire APPROVED FOR 7NLY 71M 7R'FEREW V'ftifD IWS MAUR TM 2 S0.FT. wopcnyof F.AN ACFURE Q 4AVE`a4FETY ars STArYS DyiL mio Windows&Duors Inc. COPS-�Eh�+�2CQ5 A I)rights re�rnrd, K 'n REF. I Saks:52j oS UI2A1S.lq USnaCAE):G03((p�l)2AT5) CFM6t155-A71 SPECIES PAINT GRADL SLID — CtISTOTifR NpiliZlS F FI0I511 ONE COAT PAINT LXT/INi DifF CC>L011R 'clritccU rai Windows Sc Doors �A�ESt1NJ EDDY f1AGUIRE rBEV. : F SERii:S -- EfKAT(GN NT QTl' 2 5C1�CE I/2° l i —-_- --- -— - ----- -- -- -- ---- -- -- DhTF ()t irinl n- ASSOCIATES,INC. Geotechnical Engineers FOUNDATION ENGINEERING REPORT { 9 IS-LAND AVENUE HYANNISPORT MASSACHUSETTS for Ivan Bereznicki Associates November 22, 2004 Project No. 4300 010 .rea..r . MR f UZI ASSOCIATES;INC. Geotechnical Engineers November 22, 2004 Ivan Bereznicki Associates 9 Wendell Street Cambridge, MA 02138 Attention: Mr. Ivan Bereznicki Reference: 9 Island Avenue; Hyannisport, Massachusetts Foundation Engineering Report Gentlemen.- This letter report documents the results of our subsurface investigation and foundation design study for the proposed residence to be located at 9 Island Avenue in Hyannisport; Massachusetts. Refer to the Project Location Plan (Figure 1)for the general site location. Existing Site Conditions and Proposed Development The project site is located at 9 Island Avenue in Hyannisport, Massachusetts. Fronting onto Island Avenue to the north, the site is bounded by the Nantucket Sound.on southern side and by private property on the eastern and western sides. It is understood that the approximate 43,460 square foot.site was formerly occupied by a wood-framed house located near the middle of the site. It is further understood that the wood-framed structure has generally been demolished, except for the southern.perimeter foundation wall. Based on the site plan, the basement and first floors of the former structure were at Elevation +14.7 and Elevation +22.7, respectively. With the exception of the former structure and a paved driveway on the northern.portion of the site, the remainder of the site generally consists of landscaped areas. Site grades slope downward from about Elevation +25 near the middle of the site to about Elevation +10 and Elevation +5 at Island Avenue and Nantucket Sound; respectively. The proposed construction will generally consist of a residence occupying a footprint of about 1,900 square feet. It is understood that the proposed residence will be about 2'/Z-stories in height and will be benched into the existing hillside to accommodate the change in elevation across the building footprint, thus, creating a walk-out first floor on the northern side and a walk-out second floor on the southern side of the proposed residence. The proposed residence is also understood to include a patio and a deck on the northern and southern sides of the residence, respectively. The footprint of the proposed residence will generally replicate the footprint of the former residence. Based on the information provided by Ivan Bereznicki Associates, the finished first, second and"half story"floors will be at about Elevation +14.7, Elevation +24.5 and Elevation +34.5, respectively. Elevations as referenced herein are understood to refer to the National Geodetic Vertical Datum (NGVD). Subsurface Conditions On November 12, 2004, three borings (B-2, B-3 and B-4) were performed at the site by Carr-Dee Corp. of. Medford, Massachusetts under contract to McPhail Associates, Inc. The location of boring B-1 was inaccessible at the time of our field work due to existing construction equipment and thus, was not 30 Norfolk Street Cambridge,Massachusetts 02139 617/868-1420 617/868-1423 (Fax) ASSOCIATES,INC. Ivan Bereznicki Associates November 22, 2004 Geotechnical Engineers Page 2 performed. The approximate boring locations are as,indicated on the Subsurface Exploration Plan (Figure 2), which is based on a progress site plan provided by Ivan Bereznicki Associates. A detailed description of the subsurface conditions encountered at each of the explorations is presented on the boring logs attached to this letter. The generalized subsurface conditions across the site were inferred primarily from these explorations, but also from our general knowledge of the local geology. The subsurface conditions encountered in the explorations are described below. At boring B-2, the ground surface was.covered by an approximate 5-inch thick concrete slab. Beneath the slab at boring B-2 and immediately below ground surface at borings B-3 and B-4, the explorations encountered a fill deposit extending to depths of about 5.5 to 10 feet below the existing ground surface. In general, the fill was observed to consist of a very loose to compact, light brown to brown, fine to coarse sand with a trace of gravel and silt and containing a trace of topsoil and brick. Underlying the fill at borings B-2 and B-4, deposits of former topsoil and subsoil were encountered that consist of loose to compact dark brown to orange-brown silty sand with a trace of gravel. The topsoil and subsoil deposits were about 1.5 and 2.5 feet in thickness and extended to depths of about 7 and 8 feet below the existing ground surface at borings B-2 and B-4, respectively. Underlying the existing fill or topsoil/subsoil deposits, a beach dune deposit was encountered at depths ranging from about 7 to 10 feet below the existing ground surface, corresponding to about Elevation +7.5 and Elevation +4.5, respectively. The beach dune deposit was not penetrated at any of the boring , locations. In general, the beach dune deposit was observed to consist of a loose to compact brown sand with a trace of silt and gravel. At the completion of the field work, laboratory sieve analyses were performed to determine.the gradations and confirm the visual classification of the beach dune deposit. Grain-size distributions of typical samples of the deposit are provided in Figure 3. Groundwater levels observed within the completed boreholes varied from 13.5 to 14.5 feet below the existing ground surface, corresponding to about Elevation +1 and Elevation 0, respectively. The groundwater levels indicated in this report represent levels only at the time and locations of our borings. It is anticipated that future groundwater levels across the site may vary from those reported herein due to factors such as normal seasonal changes,.periods of heavy precipitation, and alterations of existing drainage patterns. Foundation Design Recommendations and Construction Considerations Based upon the relatively modest structural loadings anticipated to be generated by the proposed residence and the subsurface conditions encountered during the exploration program, it is recommended that the proposed building be supported on a pile foundation system that transfers the building loads through the existing fill and former topsoil/subsoil deposits to the underlying loose to compact beach dune deposit. The most economical type of pile for support of the proposed residence is considered to be a pressure injected footing (PIF) that is installed through the existing fill and former topsoil/subsoil deposits and into the upper portion of the natural beach dune deposit. Based upon the anticipated structural loadings, it is recommended that the PIFs be designed for a maximum design capacity of 50 tons per unit in compression. ASSOCIATES,INC. Ivan Bereznicki Associates November 22, 2004 Geotechnical Engineers Page 3 Due to the similarity in density between the fill and the natural beach dune deposits, it may be difficult to determine the transition between the fill and the natural soil during installation of the PIFs. Thus, it is recommended that the PIFs be installed to a minimum depth of 15 feet below the former basement slab or to about Elevation -0.5, to insure that the foundations bear in the natural beach dune deposit. The PIFs should be installed utilizing cased shafts. A 50-ton PIF is a relatively short pile driven through the unsuitable soils, and then "based up' in the upper portion of the underlying natural sand deposit. The base consists of zero slump concrete having a 28-day compressive strength of at least 4,000 psi driven and compacted in 5 cubic-foot batches by a drop hammer delivering not less than 100,000 foot-pounds of energy per blow. The number of blows of the drop hammer per 5 cubic-foot batch has been empirically correlated with pile capacity. After completion of the base, the pile shaft is formed by placing concrete into a corrugated metal shell having a minimum diameter of approximately 11 inches which has been attached to the enlarged base. The cased shaft should be dry and thoroughly cleaned to the bottom prior to concrete placement. Shafts that are excessively distorted, or leak excessively, should be rejected and replaced. The minimum center-to-center pile spacing should not be less than 3 feet in accordance with Section 1820.4.6 of the Massachusetts State Building Code(the Code). Columns supported by less than three piles should be designed to accommodate a 3-inch eccentricity between the centroid of the column and the centroid of the supporting pile group. Seismic pile reinforcement should be provided in accordance with Section 1820.1.2.2 of the o C de.. Based upon the provisions of Section 1817.4 of P P the Code, a pile load test is not required for this project since the recommended end bearing pile capacity does not exceed 50 tons. Pile caps and grade beams adjacent to unheated areas should be provided with a minimum 4-foot thickness of soil cover as frost protection. Interior pile caps and grade beams should be located such that the top of the foundation concrete is a minimum of 6 inches below the bottom surface of the slab. Obstructions to pile driving activities encountered in the fill within a depth of 10 feet from the working grade should be removed by the earthwork contractor. Below a depth of 10 feet, a determination of the need to remove the obstruction or to redesign the pile cap around the obstruction should be made on a case-by-case basis. It is not anticipated that ground vibrations caused by the PIF installation will cause damage to nearby structures, however, due to the proximity of existing adjacent structures and the loose nature of the existing site soils, it is recommended that the Contractor perform a preconstruction survey of the adjacent buildings before the start of PIF installation and that vibration monitoring be performed during PIF installation. Prior to placing fill materials for the proposed lowest level slab, the surface of the slab subgrade should be proof compacted by at least six passes of a large, walk behind vibratory drum roller. All soft and/or compressible areas detected by the proof compaction should be removed and backfilled with gravel fill consisting of a well-graded natural sand and.gravel with a maximum of 8 percent by weight passing the No. 200 sieve. The lowest level slab of the residence should be designed as a conventional slab-on-grade underlain by a polyethylene vapor barrier placed directly over a minimum 9-inch thickness of'compacted 3/4-inch crushed stone which is spread across a thickness of filter fabric that covers the subgrade. As indicated previously, r.'Mix ASSOCIATES,INC. Ivan Bereznicki Associates November.22, 2004 Geotechnical Engineers Page 4 it is understood that the proposed residence will be"benched" into the hillside, requiring that portions of the lowest level slab be below grade. Thus, it is recommended that the lowest level slab be provided with perimeter and underslab drainage systems in order to protect against groundwater intrusion. All below-grade walls should receive a troweled-on bitumastic damproofing and be backfilled with a minimum 2-foot width of gravel fill. Alternatively, a prefabricated drainage product such as Miradrain 6000 may be installed directly along the exterior foundation wall and tied into the perimeter drainage system. Should a prefabricated drainage product be utilized on the perimeter walls, the walls may then be backfilled with ordinary fill. Based on the laboratory test results and our visual observations, the existing fill and beach dune deposit are not suitable for use as gravel fill, however, these materials may be used as ordinary fill. The perimeter drainage system should consist of a 4-inch diameter perforated PVC pipe having its invert located no higher than 12 inches below the underside of the lowest level slab. The pipe should be pitched down at a minimum 0.5-percent slope in the direction of flow and be embedded within a minimum 6-inch thickness of crushed stone surrounded by a thickness of filter fabric such as Mirafi 140N, or equivalent. The underslab drainage system should consist of a series of 4-inch diameter perforated PVC pipes located within the 9-inch thick crushed stone drainage layer and should be surrounded by a minimum 6- inch thickness of crushed stone. The drain pipes should be pitched down at a minimum 0.5 degree slope. The perimeter and underslab drains should flow by gravity to a storm drain line or other suitable location as determined by the Project Civil Engineer. Below-grade foundation walls receiving lateral support at the top and bottom(i.e:, restrained walls) should be designed for a lateral earth pressure corresponding to an equivalent fluid density of 60 pounds per . cubic foot. Cantilevered or unrestrained retaining walls may be designed utilizing a lateral earth pressure corresponding to an equivalent fluid density of 40 pounds per cubic foot subject to the walls being provided with positive drainage to prevent hydrostatic pressures from acting on the walls. To these values must be added the pressures attributable to earthquake forces per Section 1612.4.9 of the Massachusetts State Building Code. Lateral forces can be considered to be transmitted from the structure to the soil by passive pressure against the foundation walls utilizing an equivalent fluid density of 120 pounds per cubic foot providing that the walls are designed to resist these pressures. Lateral forces can also be considered to be transmitted from the structure to the soil by friction on the base of footings using a coefficient of 0.50, to which a safety . factor of 1.5 should be applied. Seismic Design Considerations For purposes of determining the total lateral seismic force or base shear for earthquake design, this site is considered to be an S3 soil site as defined by Table 1612.4.1 of The Code. Therefore, the site coefficient "S" should be 1.5. Based upon our analysis of the subsurface data collected at the site and typical grain- size distributions of the beach dune deposit, the bearing stratum is not considered to be subject to liquefaction during an earthquake based on the criterion of Section 1805.3 of The Code. ASSOCIATES,INC. Ivan Bereznicki Associates November 22, 2004 Geotechnical Engineers Page 5 Final Comments It is recommended that McPhail Associates, Inc. be retained to provide design assistance to the design team during the final design phase of this project. The purpose of this involvement would be to review the structural foundation drawings and foundation notes for conformance with the recommendations presented herein and to generate the pile specification section for inclusion into the Contract Documents for construction. It is further recommended that McPhail Associates, Inc. be retained during the construction period to observe the pile installation in accordance with the provisions of the Massachusetts State Building Code and the provisions of the Contract Documents. Our involvement during the construction phase of the work should minimize costly delays due to unanticipated field problems since our field engineer would be under the direct supervision of our project manger who was responsible for the subsurface exploration program and foundation design recommendations documented herein. We trust that the above is sufficient for your present requirements. Should you have any questions concerning the recommendations presented herein, please do not hesitate to call us. Very truly yours, McPHAIL ASSOCIATES, INC. : n JcUt Smltn Chris M. Erikson, P.E. Enclosures 4300-L.wpd SSS/cme/rch . F I G U RE i • � u �'\ � .:� �. i tip ;'.�d .,, � , Y i �• Cour t ff ll.p - •E Y Iq I s Y } C.ow!kd%q l w SS e or D e `�Y���y///ryyy^e 6 p i .- •• . e -��.";`�aM1 ¢ J1� t_jI. -: � �. l � . � r) -.t. '>9,C/� ��u'.���� r "`l� c.� a r�� /- - } +. 4.i���'{t � s.' „"� !► '�' � -e 1� -rl f r {{ C \ �LIAR O titP1 ;' kkAN1,v ' Q I S )Zja ! l ! F sx Y * #**a # +t a \ if ,F * :/• •+•.# dr `i�� } 1 ��, 3Q t i ' r� F , SITE Gannet ` Q d Rock /( i i I — T -- i B .D E /. l, Ledge I /r Y l f 2 1V PROJECT LOCATION PLAN ASSMATES,!NC. 9 ISLAND AVENUE Geotechnical Engineers 30 Norfolk Street Combrid e, MA 02139 617868-1420 617/868-1423 (Fox) SCALE 1:25,000 tIYANNISPOIKT MA55ACt1USETT5 FIGURE 2 r r Z S L u APPROXIMATE LIMITS OF PPOP05ED RE5IDENCE _ (LOWE5T LEVEL 5LAB AT EL.+I G.5) I - 5 B4 i B-2 1❑ f B 3 LEGEND LOCATION Of BORING5 PERFORMED BY CARR-DEE CORP. O ON NOVEMBER 12, 2004 FOR McPHAIL A550CIATf5,INC. _ REFERENCE: TH15 PLAN WAS PREPARED FROM AN UNTITLED AND UNDATED PROGRESS PLAN BY IVAN 1 BEREZNICKI A55OCIATE5,PROVIDED TO McPHAIL _ A55OCIATE5, INC ON NOVEMBER 17, 2004. 0 9 I5AND AVENUE HYANNI5POPT MA55ACHU5ETf5 51JB5URFACE EXPLORATION PLAN o - _ 41'4[/�jE Lr.Wl.a.lsil_7 Pop, . 8 _ V pSSpq g IVAN BEREZNICKI A55OCIATE5 ' � Cededrucd figineen nr 30 Norfolk Street McPHAIL ASSOCIATES,INC. Com6" e, —1 02139 coNsuLnNG c[or[cnwcu[Nc�5,5.5 617�666-1420 Date: NOV[rtB[R 2004 Dwa:P.G.P. Chk0:5.5.5. Scale: 1•720 617/868-1423 (Fox) p,o'oot No: 9300 J FILE NAME: 4300-F03_5eve - 4.300 PROJECT No _____ M.I.T. GRAIN SIZE SCALE Size of opening, inches U.S.S. Sieve size, meshes/inch 6" Y 1%2" �4" % 4 10 20 40 60 100 200 100 LEGEND BOREHOLE SAMPLE DEPTH � . 80 0 B-2 5-3 1 5' - 1 7' 0 B-2 5-7 20' - 22' 0) z 70 0 6-3 5-8 20' - 22' n z • 6-3 5-9 25' - 27' = Ill Q p M F= 60 ■ 6-4 5-G 10' 1 2' C � z w C/1 L` 50 C 0 40.. O Ld z H a- ►'� 30 y - 20 10 0 100 10 1 .0 0.1 0.01 0.001 0.0001 -n GRAIN. SIZE, MM C COBBLE COARSE MEDIUM FINE COARSE MEDIUM FINE SILT SIZE CLAY SIZE 7 SIZE GRAVEL SIZE SAND SIZE FINE GRAINED rn UJ 111 1 ASSOCIATES,INC. Geotechnical Engineers Appendix A Limitations I� .ASSOCIATES,INC. Geotechnical Engineers Limitations This report has been prepared on behalf of and for the exclusive use of,lvan Bereznicki Associates for specific application to the proposed residence to be located at 9 Island Avenue in Hyannisport, Massachu- setts in accordance with generally accepted soil and foundation engineering practices. No other warranty, expressed or implied, is made. In the event that any changes,in nature or design of the proposed residence are planned, the conclusions and recommendations contained in this report should not be considered valid unless the changes are reviewed and conclusions of this report modified or verified in writing. . The analyses and recommendations presented in this report are based upon the data obtained from the borings performed at the approximate locations indicated on the attached plan. if variations in the nature and extent of subsurface conditions between the widely spaced explorations become evident during the course of construction, it will be necessary for a reevaluation of the recommendations of this report to be made after performing on-site observations during the construction period and noting the characteristics of any variations. 1 ASSOCIATES,INC. Geotechnical Engineers Appendix B Carr-Dee Corp. Boring Logs B-2 through B-4 CARR-DEE CORP. 37 LINDEN STREET P.O. BOX 67 MEDFORD, MA 02155-0001 Telephone (617) 391-4500 To: McPHAIL ASSOCIATES, INC. 30 NORFOLK ST., CAMBRIDGE, MA Date: 11-15-2004 Job No.: 2004-221 Location: 9 ISLAND AVE, HYANNISPORT, MA Scale: 1 in.= 4 ft. BORING 2 GROUND SURFACE 5 CONCRETE S#1, 1' to 3' (14-19-12-15) FILL RECOVERED 15.in. SAND, GRAVEL, BRICK . S#2, 3' to 5' (7-5-5-4) RECOVERED 20 in. 5'6" S#3, 5' to 5'6 LOAM (2) 6'6" RECOVERED 6 in. LOAMY SAND S#3A, 5'6" to 6'6" 7' (5-7) RECOVERED 12 in. S#3B, 6'6" to 7' (7) RECOVERED 5 in. S#4, 7' to 9' (4-5-5-4) RECOVERED 18 in. S#5, 9' to 11' (4-5-4-6) RECOVERED 18 in. LOOSE FINE TO COARSE SAND S#6, 15' to 17' (2-4-5-8) RECOVERED 20 in. S#7, 20' to. 22' (8-2-3-2) RECOVERED 17 in. 2 2' WATER LEVEL 14'6" SIZE OF AUGERS 2-114" I.D. LENGTH 20'0" DRILLER: JOSEPH DESIMONE, INSPECTOR: AMY KOCHAN DATE STARTED & COMPLETED 11-12-204 All samples have been visually classified by DRILLER.Unless otherwise specified,water levels noted were observed at completion of borings,and do not necessarily represent permanent ground water levels. Figures in parenthesis indicate the number of blows required to drive T'wo-inch Split Sampler 6 inches using 140 lb.weigght failing 30 inches(±). Figures in column to left (if noted)indicate number of blows to drive casing one foot,using 3%lb.weight falling 24 inches(±). Sheet 1 of 1 CARR-DEE CORP. 37 LINDEN STREET P.O. BOX 67 MEDFORD, MA 02155-0001 Telephone (617) 391-4500 To: MCPHAIL ASSOCIATES, INC. 30 NORFOLK ST., CAMBRIDGE, MA Date: 11-15-2004 Job No.: 2004-221 Location: 9 ISLAND AVE_HYANNISPORT, MA Scale: 1 in.= 4 ft. BORING 3 GROUND SURFACE S#1, 0' to 2' (1/12"-1/12") RECOVERED 18 in. S#2, 2' to 4' (3-2-2-3) RECOVERED 19 in.. FILL S#3, 4' to 6' SAND, (3-2-2-3) RECOVERED 20 in. TRACE LOAM S#4,. 6' to 8' (3-4-6-6) RECOVERED 20 in. S#5, 8' to 10' (5-6-7-7) RECOVERED 18 in. 10, S#6, 10' to 12' (6-5-6-8) RECOVERED 14 in. MEDIUM DENSE MEDIUM COARSE SAND 15, S#7, 15' to 17' LOOSE MEDIUM SAND (1-1.2-2) RECOVERED 20 in. 17' S#8, 20' to 22' LOOSE (3-5-5-6) RECOVERED 13 in. COARSE FINE SAND S#9, 25' to 27' (4-4-4-5) RECOVERED 12 in. .27' WATER LEVEL 14' SIZE OF AUGERS 2-1/4" I.D. LENGTH 25'0" DRILLER: JOSEPH DESIMONE, INSPECTOR: AMY KOCHAN DATE STARTED & COMPLETED 11-12-204 All samples have been visually classified by DRILLER.Unless otherwise specified,water levels noted were observed at completion of borings,and(10not necessarily represent permanent ground water levels. Figures in parenthesis indicate the number or blows required to drive Two-inch Split Sampler 6 inches using 140 lb,weight falling 30 inches(±). Figures in column to left (if noted)indicate❑umberof blows to drive casing one root,using 300 lb.weight falling 24 inches(±). Sheet 1 of 1 CARR-DEE CORP. 37 LINDEN STREET P.O. BOX 67 MEDFORD, MA 02155-0001 Telephone(617) 391-4500 To: McPHAIL ASSOCIATES, INC. 30 NORFOLK ST., CAMBRIDGE, MA Date: 11-15-2004 Job No.: 2004-221 Location: 9 ISLAND AVE, HYANNISPORT, MA Scale: 1 in.= 4 ft. BORING 4 GROUND SURFACE S#1, 0' to 2' (2-3-2-4) RECOVERED 24 in. FILL S#2, 2' to 4' (2-3-3=2) SAND, GRAVEL RECOVERED 24 in. S#3, 4' to 5'6" (2-2-3) 5'6" RECOVERED 13 in. LOAM, S#3A, 5'6" to 6' (4) 7' TRACE SAND RECOVERED 6 in. LOOSE LOAMY SAND S#4, - to 7' g• (2-21 RECOVERED 12 in. S#4A, 7' to 8' (3-4) RECOVERED 12 in. MEDIUM DENSE S#5, 8' to 10' (3-7.7-5) MEDIUM SAND, RECOVERED 15 in. S#6, 10' to 12' TRACE GRAVEL (8-7-7-6) RECOVERED 20 in. S#7, 12' to 14' _ (7-6-4-4) 14' RECOVERED 19 in. S#8, 14' to 16' (2-2-3-4) RECOVERED 24 in. LOOSE FINE MEDIUM SAND S#9, 20' to 22' (2-4-4-5) i RECOVERED 8 in. 22, WATER LEVEL 13'6" SIZE OF AUGERS 2-1/4" I.D.LENGTH 20'0" DRILLER: JOSEPH DESIMONE, INSPECTOR: AMY KOCHAN DATE STARTED & COMPLETED 11-12-204 All samples have been visually classified by DRILLER. Unless otherwise specified,water levels noted were observed at completion or borin"s,and do not necessarily represent permanent ground water levels. Figures in parenthesis indicate the number or blows required to drive Two-inch Split Sampler G inches using 140 Ib.weight falling.30 inches(±). Figures in column to left (if noted)indicate ttunthcr of blows to drive casing one foot,using 300 1b.weight falling 24 inches Sheet 1 of 1 r Al �;4 MAY 26 AM 11. 07 Aei`E r _' LEM Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2004-42—Hill Special Permit Section 4-4.3 Nonconforming Buildings & MGL Ch. 40A, S6 Alteration&Expansion of a Single-family Dwelling Summary: Granted with Conditions Applicant: Joan B.Hill&David B.Hill,Trustees Property Address: _9 Island Avenue,Squaw Island,Hyannisport,MA Assessor's Map/Parcel: Map 265,Parcel 022 Zoning: Residence F-1 Zoning District Relief Requested&Background: The subject property is located on Squaw Island in Hyannisport. The 0.49-acre undersized lot is developed with a one-story,single-family dwelling,originally constructed in 1979. This property is serviced by public water and private on-site septic disposal. The applicant has submitted drawings of the existing building,layout that shows it to be three-bedrooms with a living area of 3,490 sq.ft.located on two levels. The applicants are seeking to expand and renovate the existing structure with the addition of some 1,236 sq.ft. of living area. According to plans,the first floor will be enlarged by 229 sq.ft.,the second by 85 sq.ft., and a new half story of 922 sq. ft.will be added. The interior will be renovated and after renovations the dwelling will have four-bedrooms plus a den and an office room. The Building Commissioner has determined that one of the building walls—the front wall-is being completely removed and a new wall constructed outside of the existing building footprint. In his letter of December 16, 2003,the Building Commissioner cited that he has determined that the existing"wall is not being retained and incorporated into the new structure and therefore,the proposal does not meet the policy guidelines for an alteration/expansion set by [his] office." The Commissioner has instructed the applicants to seek Section 6 findings with regards to the proposed alteration/expansion as to whether it is an intensification or not. The applicant has submitted two applications to the Board. Appeal 2004-42 seeks a Special Permit in accordance with Section 4-4.3(2)Nonconforming Buildings or Structures Used as Single and Two-Family Residences and MGL Ch. 40A,Section 6 to allow for the renovation and addition. Appeal 2004-043 seeks a Variance to Section 3-1.3(5) Bulk Regulations,Minimum Lot Area,and Minimum Side Yard Setback to allow for the renovation and addition. Procedural&Hearing Summary: Appeal 2004-42 was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals.on January 14,2004. 'A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened March 17,2004 and continued to May 12,2004 at which time the Board found to grant the special permit. Board Members deciding this appeal were Richard L.Boy,Randolph Childs,Sheila Geiler,Gail Nightingale and Ralph Copland who was also Acting Chairman. Attorneys Patrick M.Butler and Eliza Cox represented the applicant. Peter Sullivan from Sullivan Engineering was also present. Mr.Butler presented photos of the existing building and noted features of the property stating that due to the coastal bank the project would require an Order of Conditions from the Conservation __ - 4 Commission. Mr.Butler described the proposal and noted that he was prepared to go forward on a Section 6 finding. He also noted that the Board of Health approved a variance to the septic system. The Board questioned a trellised area that intruded into the rear corner of the lot. Mr.Butler explained that the retaining wall was already in place and the trellis structure was being added to that structure. Ms. Cox stated they filed under 40A Section 6 and 4-4.3(2)Nonconforming Buildings Used as Single Family Residences. She pointed out the criteria for findings and stated that the reconstruction regardless of intensification in area of the new dwelling could be authorized by the Board because it would not represent a substantial detriment to the neighborhood.Ms. Cox noted the neighboring homes and cited that 8 letters of support from abutters have been entered into the file. The issue of the number of bedrooms arose and it was clarified that the Board of Health has issued a septic permit for three bedrooms total. Public comment was requested and no one spoke in favor or in opposition to the request. The Acting Chairman noted that eight letters of support were received from abutters. Findings of Fact: At the hearing of May 12,2004,the Board unanimously made the following findings of fact: 1. Joan B. Hill and David B.Hill,Trustees have applied for a Special Permit in accordance with Section 4- 4.3(2)Nonconforming Buildings or Structures Used as Single and Two-Family Residences and MGL Ch. 40A,Section 6 to allow for the renovation of and the addition of 1,236 square feet to their existing nonconforming single-family dwelling. The property is located as shown on Assessor's Map 265,Parcel 022 addressed as 9 Island Avenue,Squaw Island,Hyannisport,MA in a Residence F-1 Zoning District. 2. The property is located on Squaw Island in Hyannisport and fronts on Nantucket Sound. According to the Assessor's record the 0.49-acre lot is developed with a one-story,single-family dwelling. The original construction dates back to 1979. This property is serviced by public water.and a private on-site wastewater disposal system. The Assessor's record states that the existing dwelling has six-bedrooms and a living area of 2,246 sq.ft. The applicant has submitted drawings of the existing building layout that shows it to be a three bedroom home with a living area of 3,490 sq. ft.,located on two levels. 3. The applicants are seeking to expand and renovate the existing structure with the addition of-approximately 1,236 sq.ft. of living area. According to plans,the first floor will be enlarged by 229 sq. ft.,the second by 85 sq. ft.,and a new half story of 922 sq.ft. The interior is to be renovated and the finished dwelling is to have three bedrooms plus a den and an office. 4. The lot is undersized and the existing and proposed building conforms to the required setbacks,however,an existing deck structure does infringe into the required side yard. The Building Commissioner has determined that one of the building walls—the front wall-is being completely removed and'a new wall constructed outside of the existing building footprint. In his letter of December 16,2003,the Building Commissioner cited that he has determined that the existing"wall is not being retained and incorporated into the new structure. Therefore,this does not meet the policy guidelines for an alteration/expansion set by [his]office." The Commissioner has instructed the applicant's to seek Section 6 findings with regards to the proposed alteration/expansion,as it is his interpretation that the proposal constitutes a demolition/rebuild of the structure on a pre-existing non-conforming lot. 5. The property,as shown on site plans,is within the jurisdiction of the Conservation Commission. Accordingly,the proposed work necessitated filing of a Notice of Intent. In response thereto, on July 11, 2002,the Barnstable Conservation Commission issued an Order of Conditions to the Applicants.At the time of the filing of the Notice of Intent,the jutting out of the first floor wall under the existing roof 2 ry overhang was not proposed. Accordingly,due to minor changes to the site plans since issuance of the Order,the Applicants are in the process of requesting an amended Order of Conditions. Based upon preliminary consultations with Rob Gatewood from Conservation Department,the Applicants anticipate appearing before the Commission in the next several weeks on this request to amend the existing Order. 6. The locus is not within a Wellhead or Groundwater Protection Overlay District and therefore,not subject to the Title 5's "440"limitation on nitrogen loading not the"330 Rule." 7. The location of the dwelling is within 50 feet of the top of the costal bank and the redevelopment will require an Order of Conditions from the Conservation Commission. 8. The proposed new dwelling conforms to the required setbacks applicable under the Residence F-1 Zoning District in which it is located. 9. The existing use of the property is that of three bedrooms with a living area of 3,490 sq.ft.located on two levels and the proposed new structure is to be that of a three-bedroom,4,726 sq. ft.,two and one-half story, single-family dwelling. 10. The new dwelling is a reconstruction of the existing building,although there is intensification in building on the nonconforming lot,the new dwelling would not be substantially more detrimental to the neighborhood than the existing dwelling. Decision: Based on the findings of fact,a motion was duly made and seconded to grant the permit for the demolition and reconstruction with expansion of a single-family dwelling on an undersized non-conforming lot. The reconstruction shall comply with all setback requirements and is subject to the following conditions: 1. Location of the dwelling shall be as shown on a plan entitled,"Site Plan Proposed Improvements on 9 Island Avenue,Squaw Island,"as prepared for David&Joan B. Hill,by Sullivan Engineering,Inc. and dated March 22,2002 and amended 4/20/04. 2. The dwelling shall be built in substantial conformance to elevations and plans presented to the Board prepared by Ivan Bereznicki Associates,Inc. entitled,"Hill Residence," dated 11-10-03,revised 3-14-04 and consisting of seven sheets. 3. The total livable area of the dwelling shall not exceed 4,726 sq. ft. 4. The total number of bedrooms shall not exceed three. 5. Construction shall comply with all applicable Building Division and fire code requirements. 6. The applicant has been granted a variance to Title 5 and development of the lot shall conform to that Board of Health requirement. 7. During all stages in the demolition and reconstruction of the dwelling,all vehicles, equipment, and materials associated with the-demolition/reconstruction shall be required to be located on-site and not within the required setbacks. At no time will any parking, storage or construction materials, or items be permitted in the right-of-way of Island Avenue or within 5 feet of the neighboring property except as may be needed for landscaping purposes,installation of foundations or for utilities, and then only on a temporary basis. 8. All mechanical equipment associated with the dwelling(air conditioners, electric generators, etc.) shall be located so as to conform to the required setbacks for the district and screened from neighboring homes,the public right-of-way, and from view of Nantucket Sound. 3 r i 9. The dwelling and decks shall be considered full build-out for the lot,and it shall not be expanded in area or in footprint nor shall any other accessory structures be permitted without further permission from the Zoning Board of Appeals. 10. No building permit shall be issued without Conservation Commission's Order of Conditions. 11. This decision must be recorded at the registry of deeds and a copy of that recorded document must be submitted to the Zoning Board of Appeals Office and to the Building Division before any demolition or building permit is issued. The relief authorized must be executed within one year of the granting of this permit. The vote was as follows: AYE: Richard L.Boy,Randolph Childs,Ralph Copeland,Sheila Geiler,Gail Nightingale NAY. None Ordered: Special Permit 2004-42 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision if an shall be made pursuant to MGL Chapter 40 Section 17 within twenty 20 days APP � Y� P P � � t3'( ) after the date of the filing of this decision,a copy of which must be filed in the office of the Town Clerk ;�9.JJA h h pe d, g IDite Signed I,Linda Hutchenrider,Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the . decision has been filed in the office of the Town Clerk Signed and sealed this day of -'�D'D der the pains and penalties of penury. Linda chenrider,Town Clerk 4 ----------- Proof of Publication yard 4k � � a3 a��z ah 1J u��>ltsk�Jw ls,: I.R4 !P`I� t a TOWAt BAl1Tl. Q�i7tC'��AtGP 1 rk� � � lY�ew, tif 11�ir6ny r r'''1�v `!s 1 mv ti iy ...... 4 �'Jwyi` vx vat w r. r # k........... n 3i Y• au r} ai }:- t v �� � �� ��� a ;"?mil ! �t �,, �•� 1�d' ��"�cv..,�4"�� ma Y b,,y,.� ♦ 9,1 'j`If'.M �'�. IAI III�F.�f 11'IVC�1 t Ti �i4GV�S��$�h uh •"c"'e�i�}&R'��9Y,����33�C."I�t� i t r P` SA Y 5 �Yr 1 r �' ^S ,rye ',K � r f • r � � �.' b�S�N�-�. '1�kik+i���lfi 1 �'a"'4 ,� + a. opn n�' A ri1 a zA A u y C Y 1111'�r) ... l 41.T '! U r but 1 M 4 'ky r i ,k r � � w 231,Ir _ i�alS! 19 Am `� a 5 E S r rw ! 941 m w ;A St g d Sbs: a l # 4r� w� a `ur � scr �s b lk �leas' Y �{w W,T b 1 �J r +ate uu C qrf R'� � M �1►�11r►11��"�j nr 011� �4ri 'Y✓ M��" a+grad n �� fv Me#hsar + F� bta 1 e i1 yr r xt+i4Y,t Sft 5l"r`t tl 1 ro.7[ l ."r.� r+�y "S $ T� C® "N +el tlS�°" e " a 5. k 8 � 111! � ,sueA. r i err x�r y4f.# C ll4 3 � d Y i� IQ ��1r+ � sr� 8 7 � .SIC�13iYfi 104 S`� CAE # 1 w rn t l z �cnft ►x[t? ft3lic {tAiataSRafit #� �spMs ccn� r�lityconsi ktli#icuaalant�nnesnni� ite es�rag mmaar tc(a a/oQ �e c�grb 3f� r lens q et �� c§ �aTV a -L ePublfc,t �?J'ar� �b� ovne� 67a i$ + 7i ,! s'gw y�,7^ MNrYx r� � t4r .r �°�s�u!t n - Y7 k 1 � r 1 \ 4F.. d A5 - n{I 1 ,�i✓� lTy:m� Wl4Hu�'� - . ,` n�e> y'tlee1011 ��.a�,.(rr{��I��"FR{fp�'1a{71 �14xi Parcels Within 300' of Map 265 Parcel 022 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from FY2004 Assessor's database in September 2003. Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country 265002 HUMPHREYS,SUSAN W TR C/O SHANAHAN,BARRY N 359 GORHAM GOFFSTOWN 03 D45 / IVOND RD 265004 HUMPHREYS,SUSAN W 1825 CUTLASS VERO BEACH FL 132963 USA / COVE DR �005 HUMPHREYS,JOHN G S C/O SHANAHAN,BARRY N 359 GORHAM GOFFSTOWN NH 03045 USA / POND RD 265006 BALZEBRE,ANTHONY F BALZEBRE,DOROTHY W 135 CORAL GABLES FL 133156 USA ILEUCADENDRA DR 265015 HUMPHREYS,JOHN G S C/O SHANAHAN,BARRY N 359 GORHAM GOFFSTOWN rH �03045 USA POND RD 265020 LAZARES,NICHOLAS W& LAZARES,PAMELA J WOODLAND RD HYANNISPORT MA �02647 USA a 265021 JOHNSON,BRUCE W& rJOHRSON,DENISE T 5341 PTTTSBURGH PA 15217 / DARLINGTON RD 265022 HILL,DAVID B&JOAN B TRS HILL FAMILY TRUST 575 AMALFI DR PACIFIC PALISADES �CA �90272 USA / 265025 LUBLIN,RICHARD K&JANE E 20 AVON CT �11001 USA IBROCKLESBY 265028 STRACHAN,ANNE W TR THE 19 ISLAND AVE REALTY TRUST 380 INDIAN VERO BEACH FL �32960 1265028 / HARBOR RD _65029 LEE,SERENE S TR 11 CUTLER RD INE EDHAM rA �02492 JUSA / 265030 GWOZDZ,RONALD E&CAROL E 334 BOSTON I rSTON rA �02493 USA / POST ROAD 265031 EAGAN,WILLIAM A III&ANN H 31 GRISWOLD RYE NY �10580 / IRD 265032 TUROWETZ,FRANCES C P 0 BOX 321 HYANNISPORT MA 10264.7 USA _.] /0/ °Thursday,February 19,2004 Page 1 of 1 Nutter Patrick M. Butler Direct Line: 508-790-5407 Fax: 508-771-8079 E-mail: pbutler@nutter.com MEMORANDUM September 7, 2004 #105442-1 TO: Tom Perry, Building Commissioner CC: Mr. and Mrs. David Hill Sullivan Engineering Craig Ashworth Ivan Bereznicki Architects FROM: Patrick M. Butler RE: Hill Resident, 9 Island Avenue, Hyannisport, MA Thank you for taking the time to meet with me regarding the above property. I enclose copies of the design sketches prepared by the architect dated August 6, 2004 on which I have highlighted in pink the changes which we discussed during our meeting. These changes include: • Relocation of the chimney from the outer left hand side to internal space.within the living room and the associated additional minor floor space. • Construction of a proposed entryway entirely in compliance with front yard set back. This does not add any additional floor area. 0 Relocation of the garage door three feet to the north. • Construction of a proposed boiler flue on the westerly side of the house. This will confirm, that based upon our discussions, no additional relief is required from the Zoning Board of Appeals and that the foregoing modifications may be incorporated into an application for a building permit to be issued by your office subject to final review_ and approval of construction documents. Would-you kindly acknowledge your receipt of this memorandum and our understanding of your approval of these changes. Thank you in advance. h � PMB:cam Recipt acknowle d and agreed: 1359177.1 /'9 TM—T-etfy Building (rlffmi's'�s-ioperf Nutter McClennen & Fish LLa ■ Attorneys al Law 1513 lyannough Road, P.O. Box 1630 ■ Hyannis, MA 02601-1630 ■ 508-790-5400 ■ Fax:508-771-8079 ■ www.nutter.com O•%a. • 1 ski+\� ._`_ \ LM�,� L `� ■ 1 1 • � 1 1 • � I • F-DESIGN Bereznicki Associates, Inc. scale: `/�"s l'- c�° 4-5188 68-5784 date: 8"'CO^ sidence, Hyannisport, MA �/'v NE S{ta W ETCH—NOT FOR CONSTRUCTION t N 61 RcoNl WO.uS-7 1'rDFSED .4UE�IN� f +LIeJO I f ZvN t NGj ZR� wA(d.5 sttowu r�►s n. - ��cpgZdN � v IK7��Id2 �p�zeV�p� Q t�41N►N�C - �o)� E Gtt1MN � • May V0L,5'1-P - - f R6vN17 � p r . � f � f 43U�i.p oar I MaM� - F y a . wA � woaD S�Irv�� L tiI� Ivan Bereznicki Associates, Inc. scale: %8'-I' Tel:(617)354-5188 Fax:(617)868-5764 date: Hill Residence, Hyannisport, MA DESIGN SKETCH—NOT FOR CONSTRUCTION � D o DS K-38� t NT ��vA-rl Rey #� : 6-30-1>t . Nutter Patrick M. Butler Direct Line: 508-790-5407 Fax: 508-771-8079 E-mail: pbutler@nutter.com MEMORANDUM September 7, 2004 #105442-1 TO: Tom Perry, Building Commissioner CC: Mr. and Mrs. David Hill Sullivan Engineering Craig Ashworth Ivan Bereznicki Architects FROM: Patrick M. Butler RE: Hill Resident, 9 Island Avenue, Hyannisport, MA Thank you for taking the time to meet with me regarding the above property. I enclose copies of the design sketches prepared by the architect dated August 6, 2004 on which I have highlighted in pink the changes which we discussed during our meeting. These changes include: •. Relocation of the chimney from the outer left hand side to internal space within the living room and the associated additional minor floor space. • Construction of a proposed entryway entirely in compliance with front yard set back. This does not add any additional floor area. • Relocation of the garage door three feet to the north. • Construction of a proposed boiler flue on the westerly side of the house. This will confirm, that based upon our discussions, no additional relief is required from the Zoning Board of Appeals and that the foregoing modifications may be incorporated into an application for a building permit to be issued by your office subject to final review and approval of construction documents. Would you kindly acknowledge your receipt of this memorandum and our understanding of your approval of these changes. Thank you in advance. PMB:cam 1359177.1 Nutter McClennen & Fish LLP ■ Attorneys at Law 1513 Iyannough Road, P.O. Box 1630 a Hyannis, MA 02601-1630 a 508-790-5400 o Fax: 508-771-8079 a www.nutter.com c Nutter copy Patrick M.Butler Direct Line: 508-790-5407 Fax: 508-771-8079 E-mail: pbutler@nutter.com MEMORANDUM September 7, 2004 #105442-1 TO: Tom Perry, Building Commissioner CC: Mr. and Mars. David Hill Sullivan Engineering Craig Ashworth Ivan Bereznicki Architects FROM: Patrick M. Butler RE: Hill Resident, 9 Island Avenue, Hyannisport, MA Thank you for taking the time to meet with me regarding the above property. I enclose copies of the design sketches prepared by the architect dated August 6, 2004 on which I have highlighted in pink the changes which we discussed during our meeting. These changes include: • Relocation of the chimney from the outer left hand side to internal space within the living room and the associated additional minor floor space. • Construction of a proposed entryway entirely in compliance with front yard set back. This does not add any additional floor area. • Relocation of the garage door three feet to the north. • Construction of a proposed boiler flue on the westerly side of the house. This will confirm, that based upon our discussions, no additional relief is required from the Zoning Board of Appeals and that the foregoing modifications may be incorporated into an application for a building permit to be issued by your office subject to final review and approval of construction documents. Would you kindly acknowledge your receipt of this memorandum and our understanding of your approval of these changes. Thank you in advance. PMB:cam Recipt ac owledged and agreed: 1359177.1 T15m-T_etfy- ui ing mmissio e Nutter McClennen & Fish LLP ■ Attorneys al Law 1513 lyannough Road, P.O. Box 1630 ■ Hyannis, MA 02601-1630 ■ 508-790-5400 ■ Fax:508-771-8079 ■ www.nuttercom Ivan Bereznicki Associates, Inc. scale: •/�"sl•- c�° Tel:(617)354-5188 Fax:(617)868-5784 date: S"(D" 2V,Aee,� r�Pvt? Hill Residence, Hyannisport, MA �✓w(NE a ftw O DESIGN SKETCH—NOT FOR CONSTRUCTION vQmET7 .� _... -�- -- Poi;,�L -� F,Evis>r DSK- 3g L IV IN bt RcoNl WAI.t�� �zopds�wt') 1 ��Gp,T1.oN ai= OF rtRS. ' asa rLn PtAGt= WN W,tcis Ili-I�n1 I . z,�NIN� p' ZRA� Ap�Rar>vv iJ wAU,S stt>dwN D. _ I 2, L j V&A i0N \� ADDS 2'- a -m I H.mt a2. �� cF vow j :s♦:iiiii..♦:iii�i�0i i�i�0.♦•i•:♦:.�O.P.:.�.:♦:•:♦?:ii♦o i�i�:♦::♦.+♦.��•�' ads I Y� • ••' ' • .♦♦'gp 1 F'1. :{ aaz�ru� ..:sar:.v-.3-nr-�..,: .n- .., ZtY9 i r :•° _ \j1 ••• • Cat 4 �r��. '1 _ / INN1 P : j _ • 1 ��'..\ ._� \___ •'������,���:-.tgs������a�_ �_a Vie=�� _^P:;�: 1 •f�`A'..:;:2r:`.�.r�Y$...3. _____ ��� w'eT�a'.r'r' _ '�' .,�- � --- - _ �� �� _ � � ' 1 1 f � 1 1 • ,• i Hill• Residence, Hyannisport, DESIGN§KETCH--NOT FOR • • ..v_O , . SK-58C • •' -���.�►�_l� ..,,,,,■fir a-��.+ r Ogg COMM EE ILL r too ►,, ereznicki • Inc. scale: r ii' • Fv • •' CONSTRUCTION I . / vp �868-5764 date: _ CD _ z IGENERAL NOTES I i inKl[I;,aAq.'x.VA 5'e SYdx x>,.ii l I - i j I ! Ne>M 1[N•YkD 1'YITD v M D•to a ��• • :;.G v.•_...... `r.Z_ .' i e'.:. )p•': ..... ..._�� e.... .. It'.1- -_._ ..Y. IVM OiG+•:90.IA+sa rn,YYNM. 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I I for y/ y, a ,•Yr�u�[vn .� - v ax ru. r. . ooyy —f: '_'_'?- ---- --.n M rr5.s.4----- ------T� - -I r f • L I I !1 � I ikXrW. I I i I. QY4`. l ._J i InC I rax u LJ I I 1: RCIKnB n' I _rya.•'(•r,n k.5 �I .,., ' S ::I•tl f,v7F A41rNL Ii:'-iN flfrA qY•a"' i - N I f.l ILgV� : � _ I` tIL G[tC:MC iIOW YNts I I L 1 Sul[[ikYarCx A5:tR14 I � I � +!A K.k 115(xrt IDN I[a k 9� I Y.Mq,IPY xMI L I. I/ I NPXN IIA_d ! D6.L i•,N vo—•d.]' ' 1 1 a`.'r>[}'r[tlC Y41 _ I' tia•NINL - I I I ox-axegvcorwncv.:rk.w O IT, N A r 5 EE 5[C1G6 " a t.•. ..'<i •-0' hail%1 rtv 3 rop5r NAI ..1 -- _ e-q-DilY u9' �}. Sk:Lxf!I•Lx' IIVDr NJ �'L. g' ♦ a pNpyA, rI�I[M . �/ IL SI[r 0.w Yk5 IE N `\ tI -- lsw+`iwux: anlrxd . - 1 ! 1 W«mnsa E I R ._ _ .`r � *-.. ... � .,m...... y� I - �— � nrcu a 1=eNk•f: I .. - ca':✓.� 1 I I Imo- -u�;_'7• T ! I L I •\ - 'I 1` I I 6�:ucM CP ,. - • gg ��ryrygg T !n. 1 I T3,�/ j i; ! I. Ytrr.mr IFIANIK.ou \ _. � Y',l i I F i e aAf<N,Ym—I N:;r•'.N ra mldcw«e . '� � I i ..! I I !J•iPY iRI9lY.YNI �,i U do-Me i w- I' I m : cn N�t�t• I co ?CAN : 'r" `' .. 1 4 = l•01 I - _ _ _ _ --- - - - � m c_ , I W REMOVE EXISTING UNDERPIN EXISTING I FOUND U, CONCRETE CONCRETE EXISTIN o RETAINING WALL RETAINING WAIL I WILL A I FOUNDATION WALL: - EXISTING 10"CONC. WALL ' IMPORTANT: UNDERPINNED W/ 3' X 3' X 18" DEEP STEEL SHEET PILING MUST BE IN I FOOTINGS 6'-0" O.C. t PLACE PRIOR TO UNDERPINNING W/ NEW REINFORCED CONC. OR CUTTING AND REMOVAL OF WALL ABOVE EXISTING CONCRETE WALLS ' - - - - - j t.3••3:•.3:ik&`-•�••ai••:�;;3:t:•'fir:ni FOUNDATION WALL: EXISTING 10" CONC. WALL ( `" BEAM ABOVE CD a3:•,S UNDERPINNED WCONTINUOUS STEPPEDj� j�r;+rr '` �- v Fnnrwr IN A' X Y X 18' DEEP SECTIONS i ?n I I � i SHOWN DASHED Q . W/ NEW REINFORCED CONC. 9,_6,• WALL ABOVE I3 f Qp/ f Qp EXTEND STEEL�HEET PILING j I EXISTING TOP OF PAST CONC WALL TO GRIDL'.NE D — WALL TO REMAIN �-�- _ _.�..=.o�. ._..��e. e— .... ®� ®®�— BOT.OF FTG. = IS'-A I%2" M�a t�� � -� :-iiu3. n POCKET - - - - -_..._..-_ - --- -- - - - - - cn ®a �_ _.__ ®e _.._ _�_��.__-�__ BOT. OF FTG. = 15' 4 I/2" SET END OF CURB EMOVE EXISTING—`* 1'-0" IN FROM END OF FOOTINGS, TYP.- 1 54; 5� ' ONC WALL HOWN DASHED ' 61 ol 2 — _ M ~ ; ......_. I';®.M.m..�.._ -------,b ;;•.,?:.:. a.z,:�•.. •..• -�., ,u•'�• -�".,�.:..._ ..>,; ..—.._ ........._. _...._....T_.._....-..__. -- OF FTG .... ._.,.. r I m CORttR BO 5'-4 1/2" N . .. FROSTWALG , • .., _a t -F----� f r -_�-• � 3 � hC�``i• ;;' ; ALIGN STEP IN SLAB 6" STEP W SLAB •'; W/ INTERIOR FACE OF �( li 4' c FROSTWAL_ SENT BY: HP LASERJET 3150; 6178685764; OCT-26-04 8:58AM; PAGE 3/4 Y a.. 4".CONCRETE SLAB OF SLAB = 16'-10" - _ ADIANT HEAT BETWEEN cl' l~1��"iG.... :LINES "F" 6 "H" r) w s. FOOTING FOR NEW MASONRY ''— "—` OIL BURNER FLUE. EXACT __....... _ — ®___...._...__.._/ �� (� � LOCATION TO BE DETERMINED ► S t�" G ........... W .._.................... � � � � 4" STEP IN SLAB 4" CONCRETE SLAB i POINT OF SLAB = 16'-6" '"I 1 SLAB TOWARDS DRIVEWAY FF — --FOUNDATION WALL: 1 0 EXISTING 12' CONC. WALL AM ABOVE W/ NEW REINFORCED CONC. TOWN DASHED WAIL ABOVE .. _....._......... ... — ._...—--- --- -- — — .... ------— -- --.__..... -- BEAM POCKET 10"W X 6"D X 12"H _ I I BOTTOM OF POCKET=24'-6 1/2" FOUNDATION WALL N I� _ EXISTING 12" CONC. WALL UNDERPINNED W/ 3' X 3' X 18" DEEP FOOTINGS 0 6'-0" O.C. W/ NEW RENFORCED CONC. WALL ABOV: ` 6 FOUNDATION WALL: EXISTING 12' CONC. WALL I UNDERPINNED W/ CONTINUOUS STEPPED b FOOTING IN 3' X 3'X 18" DEEP SECTIONS W/ NEW REINFORCED CONC WALL ABOVE: TOP OF WALL I STEEL SHEET PILING IMPORTANT: POINT" 15'-6" STEEL SHEET PILING MUST BE IN SLAB = 16'-2" T — � `6 PLACE PRIOR TO UNDERPINNING OR CUTTING AND REMOVAL OF EXISTING CONCRETE WALLS —CUT AND REMOVE r E EXISTING CONC RETAINING WALL SEE SITE PLAN FOR CONFIGURATION I FOR NEW RETAINING WALL m _. ao CD r D m m , L � 4� I m CD co Lrl a t _ CD d 0 m o GIFIA tom. to El m JCV I IUIN VItVVJ UF- UNULKPINNED FOOTINGS - CD m . z 00 � 2 CUT AND REMOVE EXISTING CONIC,WALL PROFILE OF PROPOSED FOUNDATION r TO THIS POINT .AFTER WALL AT GRIDLINE C SHOWN DASHED D COMP.:ETION OP < m UNDERPINNING z m LL m � w o TOP OF FINIS GRADE BOTTOM OF EXISTING CONC RETAINING WALL ` DEPRESSED SLAB AND LEDGE. SEE S2.0 ELEVATIONS. PORTION OF PROPOSSED 2" RIGID INSUL EXTENDS 3' OUT FOUNDATION WAIL L THAT EXTENDS UNDER XIST. rn FOUNDATION WALL SHOWN v SHADED m rn v DIFAFN.SIQNS ANf) DPINF FOR 51M TO • BOTTOM OF FOOTING 2' BELOW DE-AIL 2/54.1 EXIST. GRADE. AT INTERSECTION W/ EXIST. WA-L. I L:FOR SIONS AND REIN. O l I n STEP BOTTOM OF FOOTING TO ` OCTIhG SIM TO3' BELOW FINISH GRADE @ 2iS�I Iv 4' AWAY FROM INTERSECTION rn CD D DETAIL @ SILL @ PLAYROOM DETAIL @ SILL @ PLAYROOM SCA E: :" mI Ivan Bereznicki Associates.. Inc., Architects scale- 1" = 1' October 26. 2004 f —• , - rr.a� ui ter• .. - '". - - - yFtl �.t..T.,y "_. _ .._._... -__ .•tee-ems _ nn _ a WIFIASERS OF: Cowen ASSO cia es AS.C.I. .Fsllaw 3 n 4 CONSULTING STRUCTURAL ENGINEERS .As.E.(arnsidarR ts�a) 29 Vesta Road :ca.EA �� .. �oeteaee) ". Natick, MA 01760 tICENCE®ISTRATgNs IN: TelenesaIIn,uaetracstneaurao Rhone (NO)6":3976•iyc'- .. .. New York ~r> c m) Facsimile(308) 655 4284 Win*-SE Ona " UaM of Corumbia fred(gcowenassoc.com " Marytat ` '``•`• Meaourt wwW.Cowenassoc.com Vermont New Hampehim Rhode bland c FRED V. COWEN'F.E., Rrealdent N=W Jareay ply VVrginla Florida Y Waive) S . Thursday, October 21, 2004 Pennaytvmue Ohia :•`:::. Oklahoma Mr. Paul Chebiniak N.c.E.E.canmaa a r, Ivan Bereznicki Architects". t 9 Wendell Streef a 'Cambridge, MA 02138 002.080.Hill Residence Foundation Condition Report/Recommendations' r r Date: Thursday;.October 21,~2004 : Telcon with: Mike Monihan - E.B. Norris ' Fred.V. Cowen, P.E. — CA >44 Objective!. Clarification of Existing Conditions Observations As reported by Mr. Monihan by phone n;: • Test pits were dug as. requested and this is what we found: - o . garage wall —".Rough footing varies in width and thickness and is approximately 21"'wide. No CMU blocks were found at this location. a There are three courses of 12" CMU dry laid below the wall in groups of 9 �<. blocks at three locations along the wall. The rest of the wall is without the ;. blocks. i Conclusions/Recommendations: • The existing walls require supplemental footings. o 'Underpin the existing walls with 3 ft. square, 1 ft. thick footings at 6 ft. on r a center. •" The existing walls outside the.footprint of the building have no frost protection. w Therefore they should be replaced. r ` 3r y 1aA21-12004 _15 28 508_=655 4284_,W GOWEN. ASSOCIA�ES r, AGE Thursday, October 21, 2004 002.080 Hill Residence _ Conclusions/Recomrnondations, continued: To finish off the existing walls, cast a concrete bond beam on top of the 'existing. . using the existing reinforcing as dowels (bent straight). Provide 2 =- No. 5 bars top and.bottom in the bond'beam. Provide normal W diameter anchor bolts and . double PT 2 X 8siils at to P of wall. If there are any questions do not hesitate to call. Very truly yours, Cowen Associates of .: _ Mr. Fred V. Cowen P1 . FAX - 617-868-5764 Mice Moynihan- 508-775-7877 n ;;Ui_ a pr . hf 1 L cd r iu _ _ N ASSOCIATES: : : - _ PAGE. 03" a , - a` C'0Wen Associates AIENBERSOF: AS.C.E. -Fellow - CONSULTING STRUCTURAL: ENGINEERS B.AS.E.(Freeklent issf,r) 29 Vesta Road Ac. N.C.S.EA:(MA pelegma) ., N2tick, MA.01760 ' uCENCEsJRPGLSTRATX*s IN: Telephone(50a)E55-".39766� = (s"r ,) Facalmi[e",(bo$)655-Q U Nework _SE(rnea,.) a of Columbia . :: fred@c0Wenassoc.c DIBVI om: Merylat d www.cowenassoc.com � . vamtom New Hampahim FRED V. COWEN-P.E., President N+�ls lan New Jersey 6y w vlrvis F106da Kwnyow(inactive) Thursday, October 21,2004 PeMBylvania I Oklahoma Mr. Pau Cori I Chebiniak .�'ik:`.'.• N.C.E E Ce. . M..d Ivan Berezhicki.Architects l 9 Wendell Street c Cambridge, MA 02138 ` 002,080 Hill.Residence Foundation Condition Report . Date: iNednesday, October 20, 2004 y Y Present Mike Monihan - E.B. Norris Fred V. Cowen, P.E. CA Objective: Inspectiom of Foundation Walls � ,.. Observations: See enclosed photos The house structure has'been removed with the exception of the garage door and."the perimeter foundation walls. " The foundation wails had 12 inch thick hollow concrete block on them. The <y . blocks have been removed. Steel reinfQrcing approximately 2 ft. long projects out of the to p.of:concrete waft at 32 inches on centers. The walls are approximately:5 Ft. high and have a rudimentary footing just below grade. r Below the footing are concrete blocks in some areas. IR 4^bl .. p f u - s J � LL s — t. Wednesday, October 20, 2004 002.080 Hill Residence Recommendations: Mr. Monihan has agreed to get a backhoe and continue the investigation this eve ' ' if the base of the wall turns out to be acceptable the house walls will remain and a mg :w concrete cap poured over them. The.exterior portion Of wall will have to be replaced. if it is deemed'necessary to replace any of the house walls it will be necessary to drive sheeting behind the walis to temporarily retain the fine sandy soil. Very truly yours, Cowen Associates Mr. Fred V. Cowen P.E. Enct. F ta•:: r e< ZARNS K DETECTURS REVIEWE MPORTANT—UPGRADE REQUIRED 5P �o< .. C S TE BUILDING CODE REQUIRES THE UPGRADINEN ABLE BUILDING DEPT ATE S OKE DETECTORS FOR THE ENTIRE DWEL \,,� C E OR MORE SLEEPING AREAS ARE A OR CREATE "g T'c'. A SEPARATE PER IS REQUI R THE.' STAL!ATION OF SM TECT - HE ELE,TRICAL' -. •� AT DEPARTMENT DATE RMIT OO S NOT ATISFY REQUIREMQNT.�1 h \ YOTN SIGNATURES ARE REQUIRED FOR PERMITiI G 5 !!yy CC 1 �•- \\ \ -, UPPER DECx ; d 6 d,4pd` A ..\\\\\\\\ �1 ' ,�� A 1E.I e fond..ve.• f i \\ .. tAWER OECIC ______ --_____ — �wuFx�ac mvay. \\ 0 \r\\ \ \\ ryO• \ \ \\\ \O - �•\III\ - ----------- ` it ✓ - /0<a'� < U a \\924 ..v m r .. \ I L TR. i 22 ep004 shedro.An.°� FRONT ' \\\ / p0 V'�E05 \ CI' rnrw mm.��`__` � �• 20 IGIE ile. is - \ 1716 =o:t Sate 9�1 \\ i p 1 1� i - ii 0 ��/ "• sro � � 1. 16 � i jPil(or no.I :� i wn~n i i V°Y 15 I ir°veled - / Edg°° 14 ARCHITECTS / 7 SITE 13 PLAN IS� PE lAla Exis('g Eygc,oI Trovelgy y (3o, ANC SST ....................... . \D Al.l A B Q�I al al ain to to a� $I � a i I ate' • I I I i � I I i j z � ��, ---------------- s jj i I 11 I I� - I a•rry ry ro rd I �p]J O Ty �CLLP!2➢�_—_—. --�1`' ®_ _— _ - _ - -------—————--- Z< zi • O I j .cv�mmJ . 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PLAN I I I ^ I I I PERMIT I I I 4 RJ I sET A2.4 U ' .—.---———-------- ______ a� ---------......-------------- ---'--- — '-Tr--- ——-- '---— ——-- --------- ------------ S � II t - � •mu mwsm II. la.wrm �x - _ .---.-- .---.—.—.— --—— ——————— ------———— I——-- -----——————I'——_———--- --.--- --_--.—.—_ N .. z I a o.m sxt I I I •.of va m .. j�. lour o�snu ru�u�in� mi ert,rw.m .. y .—.—---I'I— —-- --------I T no LI ---- - - --------- NORTH ELEVATION-PROPOSED CONSTRUCTION I I U -------------------'---------.. ——— -- -�------ —- ———— — -- ---------——------ — _ -----, ——————-----————---- - a --——— — — ——7- -------------------------------- I i —.---- ® --------------------.—.—.— ——-- —— ——--- —— ----------—-- - — -- — ——__---.—. 0 0 Q $ Q Q OD C --------------- 6_ c . a ova -------------- I I I I EXTERIOR L `JELEVATION -_-- ,O PERMIT .---.—.—.----_ REP n�ASIJ .. N A3.1 ---------- - -------- _------_------ ----- ------ ®®� _ _ ®_ ® — — — ----'-- —--————————'—————'— o 41 i y U yy I I I I I 6 I I I I � •^°awiww !y i z E011 O O O------ -...... -----------\------------ - - --- ........ ------ ---------------- ---------------- -- I ---------------- ------------------------ ----------- ------------------------- • I , I I ------ --� ------------------------- - ------------------------ -... ----- VTH ELEVATION z a ni ———--—————-- —— ® — ® a ® ------- ® -----'--------— ———'—'— —— y --------------- ---------— ---- ..—_—— - --. .......... --tma.--- --------—- Q -------— ———_—_ _—.—.—.—.—.— .—.—.— � —_—_—.--------------- . I i i ii I I 1 II I I I I I EXTERIOR ELEVATION ______________I r - r--7------ -------------------r I I nESy TELEVATION - s� L A3.2 F W � I � -hI 7it, S O I _ BUILDING SECTION ------I--�:°� ---- ---: --. "A" I I I �`PPRI.ffi m�m.w ue me i i Wntllr 96f I I � �.• I I - I I n BUILDING SECTION-A- I A4.1 I � �. �.ro o o pcyr�� IN yjLL GIs O - f-� n j j z ———--—L—— ——--- ———— ———— ---—---�—— ------ ---------- ---_---- ——— > I j j j I --— U I I j og j 1� u Fri E [Ell .00 0 _ o I j o I I - - o I I I I BUILDING SECTION --——--- - — ---- --------- -------------4---------- — ------————----— ----—-- ---- "D" I j (LLDING SECTION"D- j I I I u��.� � I I A4.3 r s T , , c � N3� N a t ' y , , - n I I •, I _ • I I _ r _ r ry � - I I � I I I —1� I I • r . r . • i f Ir I i I I I i o.. . I II II j �! I II i i � • _ I II j II j i I I I I I I Jiql BUILDING I ii I ILl- SECTION "E"- - - i 0 SECTION"E" A4.4 - -MIL, w cl sl �I 'sic `sIs GIs Bio �j < � O --- ---- --i------- ---------i------------------------ ----- --=0 m. i I I I,� L.• Lp II n wmm A�a I IIII I Iv_ -- Ir-- '------------ III _,--------------�v-�—m'�en-la—u:i oi-v—.u-l ___—__ _________ ".i.oro,EEL1+wIEE.eIwrEu OwE.nouoor� —y� ll_ J ow�us eaow I , I I ° ° I amu. •muv • I .mu. i c I I I I 1 la ww rcv I II I I __�bcmw.ws `ii�uwn�i�uc� � . 1i iuv u mii�ii I . m�s v me�uu 1 I 1t1/nI�P __--_________________ _ •�L I I , 4Lv¢roa. i -------------------------- von o 0---- � - --- --_-- _d� ---------- --------- I r-----------------, ! f— , o I I�--I I ls•,.,- l I . I �m....w ,a �7. I•��;'� FOUNDATION 8 FOOTINGS PLAN D.1 CE.1F.l veuart M CL.O 4 U vi al of s gig sly gib alb al a • =1..`I =1 i v. & w.--- ----i-G--a---,-------- - ------------- ------ -------- - I -----I I , "°� II I I I I I —— ———I—�—--1.-—-------- ------- --------—— II I j I i olrl - - I ---- I 5�fesEatmo_----- ----- - - - - - _-_-_- --------a----- ` 1 I � I I _ I I � I I II 4jp1 I I ff I I I 6 � I � i vi p —--------- II I I I I I - . SECON[. i t I I gI g FLOOR raF - FRAMIN< C-I PEA SET S2.1 O Ua A B Q sa Q © Y 0 = gl4 alo g8 I �: Rio Eig gl sl �azj t;€ i � II —I—— I--------------I L---------------------�-- -------- I I I I kF --- --- ---- --- --- /I — I I ——lZ- —— ——————— — ——— �----------- --- ------1—I—---I------—I-----•— � - 1 I Ei � I , "4;a ..WICLH I I • V I C3S 1I M___—�__ _ _I ��If� ml T I � free of �- MD 0—-----: -----�—I— I I I I I 1/2 STORY I ( I I FLOOR i I I I FRAMING - PE MIT SET C.1 C.1 CF. 1� • a - S2"2 A B CQ DQ EQ Q Y Q I 91 :I o Q!F wa I � a, - --- 1 - I------- ----1---------------------1-- ------=� II I I I ' I - - - - - - - 2&5mow. -- --- - �---4- --a----= -- - --- ----- ="� I. " K� «mo 5�`" -v�a'�---- -- - - i -- - -- - - ---a E o{1 _ - --- I �sRo~ I • ii i wre esw ii i i _ uveoxx ti p n®.. I _ o I I I I I I LOWER I I I I I E I ROOF FRAMING v �g esanert D.1 C.1 CF.1 ser 52.3 t a A B O Q Og ssl� V�� - _ i I i I 1 I • 1—J——1 ----------- I —--L----------------=--—.J.- --- ---- -- 1 i M - - II I -----------——-—-—-— II i ----- ------I -----�� — S — � w.e esa Ev¢pni yea ---- --- — ------ —r o --: -- ---------------I--------- =— ----i -- -------- ------ °Q j UPPER j j I ROOF FRAMING TRUSS Tl L i I T 8 PE0.1 SETT CD.I C.I CF. TRUSST2' anon I UPPER ROOF FRAMING PLAN -2 TRUSS DIAGRAMS C2•[i s - uu----------------------- N 3 1 Q I 1 i I _ Rmff .1 - I I SNawGE 1 I 1 W �2i7 , II I u-A..ae I II eaDauve I II I i I • I I I eDnr xui I � _ I r I a minuir�. 1 pFvmpw� EXISTING FIRST FLOOF PLAN ARO C. mm- . 2.1 U 1— CI e ______________________� Z 1 ------------- Li i I I — �o� MASTCrt tlEoflmu 1 r I � OmMc:ROOM -__ 1 I 1 -I ujw I {I oM I 1 i i i i � tlaMRn„M � I _ _ 1 I ' S I _—____________ -----------------------------------__ __-____-________-___________-___-_-----_____----___j p EXISTIN SECON FLOOI PLAN nRcxrtEc RECOR[ — DRAN'IN• 1 Ex 2.2 a � LINEAR FOOTAGE TOTALS - T FOR PERIMETER WALLS I 17 z — — ___ 62 ---------------------- r i i c y p . Q - EXISTING _ - CONDITIOP PERIMETER W. COMPARISC AVOVE VS BELOW GRA _ ARCHREC RECORD DRAWINI . . A U Q U U zz w LINEAR FOOTAGE TOTALS FOR PERIMETER WALLS , ,•r — 20Li ° I ' is i •V �' i i �` I - -" r--f-z vz i o - - it _ t]] i ' ' ---- --- i II I� �-.-..._„• _ _ � - ---z-a yr ,. e •• vEv6pr6 ---------�'-------- ' --------L--------4'fflAll - 14,0. ipZs �e' i 0 PROPOSEI CONSTRUCT PERIMETER N COMPARIS( AVOVE V: BELOW GRf' nxame<' • - onnww P1. - - - B _ s p W " � a ' � a ----------------------' uJ w ------------------------------ � 1 1 1 r M 1 � Ij1 a , WA : 1 I 1 - ' II l I wx.m I I r . l_��'�\ "two � \ 1 -. ..>v-.•1.�7aor{ � � �a ---- t ! ` ' ' os wu scuE I lav so n. [u.IE 11 lou . vnmora, -------------------------- n• �,�5>0�, I �w,s�,as o i i i o PROPC FIRS FLOC PLAT PLnNNI SL;T A2. _ - s U F s ------------ I I17 .0 n a TI I I r1 w� 0 PROPC SECO FLOC PLAI PUNM 56f A2, z t C f • W 5 Z _" a °'`\ ±' .• - \, 0, I � ` a ��,w I I / �`y—_._._ i L r T I � I.rnsi ____ 10 rnussxa 3�9 i1'—F 5 e• J 0` I - �I `L�4---- rnarasm PROPO' HALF STORE PLM, SFT A2. ,: ;. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel D 2 Permit# 7 d l Q Health Division '"/ 1 34K,,, ;= E3A s''F ,TA6! E Date Issued / Y O Conservation Division `� S� 9 1� Application Fee �tiv: G 2 Tax Collector .^ Svlt� j Permit Fed Treasurer - ---..._ SEPTIC SYSTEM MUST BE Planning Dept. DIVISION INSTALt_E! ;f; .° `- DANCE Date Definitive Plan Approved by Planning Board _f7e-e A —rrkc 96 ENVIRO�)A AND Historic-OKH Preservation/Hyannis_AIM TOWN,iitUULr',i iONS Project Street Address Village AAi /S t©err Owner aylygjbA�j 14 /L.L. Address 5 5 Am4 Telephone o EB Q 5,.6 E97� Permit Request � p�� ego "�� OXI tTntJc �-_UGTU1Z6, Dy72 • �� 'z. sZ'o� -�. q22 Square feet: 1 st floor: existing /7,V 5 proposed-��j 7� 2n2d Door: existing �7 proposed 48'30 Total new_/ 6 V/v 66Z ?! r,G . , Zoning District ` Flood Plain Vi6_�G.�� !/ Groundwater Overlay N Project Valuation Construction Type Lot Size •�9,4-axe Grandfathered: ❑Yes I No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family O Multi-Family(#units) Age of Existing Structure 5`f RS_ Historic House: ❑Yes A No On Old King's Highway: ❑Yes �lo - z Basement Type: /A full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) i1(� Number of Baths: Full: existing 3 new Half: existing / new / Number of Bedrooms: existing 3 new y' Total Room Count,(not including baths): existing 6- new First Floor Room Count Heat Type and Fuel: ❑Gas Oil ❑ Electric Cl Other FM Central Air: Yes Cl No Fireplaces: Existing New Existing wood/coal stove: ®Yes )KNo Detached garage:U existing Cl new size Pool:❑existing ❑new size AJ A Barn:O existing ❑new size Attached garage:�existing ❑new size Shed:O existing ❑new size /} Other: Zoning Board of Appeals Authorization )4 Appeal# Recordedg Commercial ❑Yes No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name' ' D IJ �3 ZZ&(,5 1nC' Telephone Number ��S/_9 �S � Address ig.4— �v SrLicense# A A.I N ?S Home Improvement Contractor# �/ "40 `T Worker's Compensation# �OCC 5oD0'b73Q�2 p 3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO � SIGNATURE DATE D FOR OFFICIAL USE ONLY ` P M PERMIT NO. " 1• ♦�`.. DATElSSUED -• - ' - MAPL/PARCEL NO. ADDRESS - VILLAGE OWNER DATE OF INSPECTION: _ + FOUNDATION /S G S FRAME INSULATIONt C�- aS —® N�— FIREPLACE 2- 6 ELECTRICAL: ROUGH f FINAL PLUMBING: ROUGH FINAL-' GAS: ROUGH 7 FINAL`S- '- FINAL BUILDING DATE CLOSED OUT ! ASSOCIATION PLAN NO m ' f RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 so O O Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE < 7 0Z 6 square feet x$96/sq foot= 1 3 x.0041= / 0 plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.fl.= x.0041= ACCESSORY-STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >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= 1 STAND ALONE PERMITS Open Porch x$30.00= (number) Deck..-. . ... .. . !. x$30.00= 3O • 0 .d (number) Fireplace/Chimney . / x$25.00= (number) Ingrodnd Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee is Ptrojcost Rev:063004. - RESIDENTIAL BUILDING PERMIT FEES . APPLICATION FEE cz New Buildings,Additions n$50.00 Alterations/Renovations Sti° $25.00 v�b Building Permit Amendment $25.00 FEE VALUE WORKSHEET LIVING SPACE_ Y Leo square feet x$96/sq.foot= ���� x .0031= 1617 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.ftf >120 sf-500 sf $35.00 >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 .0031= STAND ALONE PERMITS Open Porch x$30.00= � " (number) Deck x$30.00= (number) D'U Fireplace/Chimney x$25.00= "` Inground Swimming Pool 560.00 ��/4- Above Ground Swimming Pool $25.00 Aj/ Relocation/Moving $150.00 (plus above if applicable) �b2� Permit Fee ' projcosc • °F tti Town of Barnstable Regulatory Services Thomas F.Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 office: 508-8624038 Fax: 508 790-6230 Property Owner Must Complete and Sign This Section ' * If Using .A Builder J,,,04t-� 19• ....:_.. _: ;as Owner of the.subject property- -- ...._...__ .. hereby authorize D KBE .to"act on tny..behalf,. in all matters telative to work authoiized•by.this building permit•applicationtfor. Avte.—t, A4aAA4.4 0 Z& (Address of Job) D- . /4 O� 460f Date , ID44 !/• Print Name ilk94C 16ry'&IJ2IYJ7A./JP.I,l'j", BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 015851 Birthdate: 09/28/1953 Expires: 09/28/2005 Tr.no: 6861.0 Restricted: 00 CRAIG N ASHWORTH 385 SEA STREET, HYANNIS, MA 02601 Administrator a i•w.�i.e. f�t ' ✓ 7G� Board of Building Regula ions and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvemer t-Contractor Registration { c _ Registration: 102014 Type: Private Corporation Expiration: 6/30/2006 ERNEST B. NORRIS & SON INCH;,; ' $ i ►,' Craig Ashworth , 385 Sea St {� Hyannis MA 02601 1 Update Address and return card.Mark reason for change. ❑ Address Renewal ❑ Employment ❑ Lost Card ,:!!'�� ! ✓,die �anr��aoozurea� a��aaaac>/ivaelta Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Board of Building Regulations and Standards Registration: 102014 One Ashburton Place Rm 1301 Expiration: 6/30/2006 p Boston,Ma.02108 Type. Private.Corporation ERNEST B. NORRIS&SON INC''' Craig Ashworth 385 Sea St L� r„— ,✓ _ ,r• .!, Hyannis, MA 02601 Administrator of valid without signature q I A i' f The Commonwealth of Massachusetts Department of Industrial Accidents Office 0110yeS998 ions 600 Washington Street �} Boston,Mass. 02111 Workers' Co¢men�sation Insurance Affidavit name: location: city phone# ❑ I am a homeowner performing all work myself. ❑ lamas I have no one works in capacity �g am an employer�roviding.workers'-compensation for my employees working on this job. .......... .. :. 023 1:,:::_ ..: S.QiT:::::, .i# ;.;:::.:::._;:_.:::,>:.}.:};:.;: :::::::.:::::.;::.}}:;:.::::::.:::.:::::::::.::.,.:.::.:::::::.::.:.:.:.::.;......::.:•.:•:::::::. :addr"''i:::i::::ii:'::<:'pp.. ::::3: 5:.:::::...... ?::is2:;::;`.::::>:J:;:;r:;ti:%2o:};::•`.;`<;:r:•`."::.,. ..;..<.;,:t;..a.......... ess:::::.;:, .... .�.�:::::�:�;���. ...............,................. .. . ...::. .. ... }:<:w.�<>.:>:::;:>:::;:: ........................... ...........::::.:::::.... ....................... ....................... :. ..................:.. .:::::::.........:.....:.:.:.::.:....:.:::........ :�i5:•iiiiii::isisisisi::isS:}ii;•'isii?:iii:::i::iiv:i:::jiJii:'vii :'::::::A?'iisFV: Q�:F.:G `:': .? j :::i:•::: ::::..:: i':::!i':?i.:::: vi:ti::::i.;+i?::t'' ?:::'•:•.:::his �# .tea {)y Insuranceco.::..... .............. ..:._....... . ........ ........,..::.,.,.::.. .: .. . � . .., ❑ I am a sole proprietor,general contractor,or homeowner.(circle one) and have hired the contractors listed below who have the following workers'compensation polices; }}\3}}Y^ 8'•`com'8I1 :-[! nC ' ''' ` `3 '? »' ?r '; `: ':< ?t` »< <'z' >>'<-`> ? :` ' %' >z `''< '''?'??' `s ':'?s<;.:•:::>.:'•i<?:::::>::s?:: o v .......:::..... ............:.:............................ ........................................................... •' .::.':::.� � % ' ? r:r;2i ::.:: ::� :?:::�:::2�:::�:: ::. :2�:';i �::��� :F`: :%%t�i::y::: :�:;::��::r :'Y:`•<.'•: ��:%:'i�:'�?:�r>s::���:;':::>::•i' ::�i:�:�: ................ address...::._::.::.....;;.,:.:..:::,.::::..:::::,::,;,:..;..::,:. ::.:•:.:;.,.,,.::.. :::::.:...;:•<: ... ;>;•::.::.::.,,,.:.:,::.;..;.:.;><.;;•:.:.;.:<:>:<:.::......:....:..,.....,,................. i ^:•. .............. J•::::: .::....:::::::::::.....,...........t. ................... .......1..:.t.........,..:... ,......::v::::._.�:.::.�::::n�:::::::::::::.�:•:•�.�:....:n\v-::..::.rr.�::::::::::::::::.�.::::::.�:::: :v:::::::.........n?.:r.:}}:.:::::::::}::}t?:i.�::}:.w.�::•.:i:•:.a.\ 10 :........ :...... :�..... :>:::;:<;<::'i:<:>:::;»:<;<>i:;;>:::;:.}:::::>:::::::<::>: ........:....................................... }............ ...:... ,..:...., +....•.,....:.:.... 4ii:S• }}i:i:i•ii}i:}}:?v:???U??•:is?i4:w:;.;}::-i'-v:::::.... :• :}::i :i:•.: i ::....:........:.....{-0}}i:i•ii:^ii::•:•iii}ii;}i}}:L:??•}}:•}}}};;�}iii}}i:•::v4i:-:•i}:?v}}}}}}}};4i}.}:•::::r v.•••••..••.•.••................. 2 �Sflall83S�':':''':%' i s?'` 'j i„? ;'°;?i<E:"'i `'�i%:i? ?`i`a it%i•''i;:%�i:'i ?:`E' '�2%``.�> <'i`; %``2:X;X.i......2_:;a!.---. -- -1:iiii�? :%i i`5 CY -6 # cB:CO' .:}:?<:;:;;:;•f>:�:�::>`:�;:isz::>::::::.:::2;:i:::-::;;:.:;:::;::;�::::i::::•::•;;;:::�:;;}:.;:.:::.:;.::-:?.;::;::;::;;:�:�; ::� Fafi�e to aecut coverage as regoired under Section 25A of MGL 152 can lead to the imposition of erhWnal penalties of a fine up to$1,M.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. 1 do hereby certify under the pains mid penalties of pei j at the information provided above it true mn coned Signature Date 10, Printname Craig N. Ashworth phone# 508-775-0457 (city ficial use only do not writs in this area to be completed by city or town official or town• permit/license# ❑Building Department checkif immediate response is regaired ❑Licensing Board❑Selectmen's Office❑Health Departmentntact person: phone#; ❑Other 0cmad 9/95 FIA) __ j Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware Version 3.5 Release Id Data filename:Untitled.rck CITY:Barnstable STATE:Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE: 08/04/04 DATE OF PLANS: 8-05-04 PROJECT DESCRIPTION: Renovations to the Hill Residence 9 Island Avenue Hyannisport,MA DES IGNER/CONTRACTOR: Ivan Bereznicki Associates 9 Wendell Street Cambridge,MA COMPLIANCE:Passes Maximum UA=693 Your Home UA=587 15.3%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA, Floor 1: Slab-On-Grade:Heated 197 6.0 143 Insulation depth: 6.0' Wall 1: Masonry Block with Empty Cells:Interior Insulation 231 20.0 0.0 13 Wall 2: Wood Frame, 16"o.c. 625 20.0 0.0 27 Window 1: Vinyl Frame:Double Pane with Low-E 121 0.370 45 Door 1: Solid 24 0.390 9 Door 2:Glass 30 0.370 11 Wall 3: Wood Frame, 16"o.c. 180 20.0 0.0 11 Floor 2: All-Wood Joist/Truss:Over Unconditioned Space, 75 20.0 0.0 3 Floor 3:All-Wood Joist/Truss:Over Unconditioned Space 746 20.0 0.0 34 Wall 4: Wood Frame, 16" o.c. 1978 20.0 0.0 69 Window 2: Wood Frame:Double Pane with Low-E 188 0.370 70 Window 3: Wood Frame:Double Pane with Low-E 625 0.176 110 Ceiling 1:Cathedral Ceiling(no attic) 1250 40.0 0.0 33 Ceiling 2: Flat Ceiling or Scissor Truss 310 40.0 0.0 9 Furnace 1:Forced Hot Air,87.4 AFUE Air Conditioner 1:Electric Central Air, 18 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 RES checkVersion 3.5 Release I (formerly MECchecl and to comply with the mandatory requirements listed in the RES checkInspection Checklist. The heating load for his building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Co AC equipment selected to heat or cool the building shall be no greater than 125%of the design load as speci le m t Q ions 7 CMR 13�10 and-J4.4. Builder/Designeri" Date C 21-�1cg - I nc REScheck Inspection Checklist P Massachusetts Energy Code REScheckSoftware Version 3.5 Release Id DATE: 08/04/04 Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Cathedral Ceiling(no attic),R-40.O cavity insulation Comments: [ ] 2. Ceiling 2:Flat Ceiling or Scissor Truss,R-40.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Masonry Block with Empty Cells:Interior Insulation, R-20.0 cavity insulation Comments: [ ] 2. Wall 2: Wood Frame, 16" o.c.,R-20.0 cavity insulation Comments: [ ] 3. Wall 3:Wood Frame, 16"o.c.,R-20.0 cavity insulation Comments: [ ] 4. Wall 4: Wood Frame, 16" o.c.,R-20.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Vinyl Frame:Double Pane with Low-E,U-factor:0.370 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 2. Window 2: Wood Frame:Double Pane with Low-E,U-factor:0.370 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 3. Window 3: Wood Frame:Double Pane with Low-E,U-factor: 0.176 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor: 0.390 Comments: [ ] 2. Door 2: Glass,U-factor: 0.370 Comments: Floors: [ ] 1. Floor 1: Slab-On-Grade:Heated,6.0'insulation depth,R-6.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 6.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 6.0 ft. [ ] 2. Floor 2:All-Wood Joist/Truss:Over Unconditioned Space,R-20.0 cavity insulation Comments: [ ] 3. Floor 3:All-Wood Joist/Truss:Over Unconditioned Space,R-20.0 cavity insulation Comments: Heating and Cooling Equipment: •[ ] 1. Furnace 1:Forced Hot Air,87.4 AFUE or higher Make and Model Number Air Conditioner 1:Electric Central Air, 18 SEER or higher Make and Model Number I 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 cfin(0.944 Us)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating and cooling equipment efficiency 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. Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. f Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and 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 HVACPipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1" and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5. 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) e Patrick M.Butler Direct Line: 508-790-5407 Fax: 508-771-8079 E-mail: pbutler@nutter.com June 28, 2004 #105442-1 Personal and Confidential Mr. and Mrs. David B. Hill 9 Island Avenue Squaw Island Hyannisport, MA 02647 Dear Joan and David: Enclosed please find copies of the decision and notice issued by the Zoning Board of Appeals of the Town of Barnstable. Please note that the appeal period expired on June 16, 2004 and as a result, we obtained from the Town Clerk a copy of the decision which was recorded with the Barnstable Land Court Registry District as Document 971,190. In addition, as I am sure you are aware, Peter Sullivan and Eliza Cox of this office obtained approval by the Conservation Commission last Tuesday evening.. Accordingly, you may now proceed to obtain a building permit. Please note that work must commence on the project no later than one year from July 16, 2004. Please let me know if you have any questions. Very yours, Pat ' k M. Butler PMB:cam Enclosures cc: Eliza Cox, Esq. 1340374.1 Nutter McClennen & Fish LLP ■ Attorneys at Law 1513 lyannough Road, P.O. Box 1630 ■ Hyannis, MA 02601-1630 ■ 508-790-5400 ■ Fax:508-771-8079 • www.nutter.com k - Doce971s190 06-22-2004 1 :41 T 04 MAY 26 AN, It: 07 BARNSTABLE LAND COURT REGISTRY L _RK own of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2004-42—Hill Special Permit Section 4-4.3 Nonconforming Buildings &MGL Ch. 40A, S6 Alteration&Expansion of a Single-family Dwelling Summary: Granted with Conditions Applicant: Joan B.Hill&David B.Hill,Trustees Property Address: 9 Island Avenue,Squaw Island,Hyannisport,MA Assessor's Map/Parcel: Map 265,Parcel 022 Zoning: Residence F-1 Zoning District Relief Requested& Background: The subject property is located on Squaw Island in Hyannisport. The 0.49-acre undersized lot is developed with a one-story, single-family dwelling,originally constructed in 1979. This property is serviced by public water and private on-site septic disposal. The applicant has submitted drawings of the existing building layout that shows it to be three-bedrooms with a living area of 3,490 sq.ft.located on two levels. The applicants are seeking to expand and renovate the existing structure with the addition of some 1,236 sq.ft. of living area. According to plans,the first floor will be enlarged by 229 sq.ft.,the second by 85 sq.ft.,and a new half story of 922 sq. ft.will be added. The interior will be renovated and after renovations the dwelling will have four-bedrooms plus a den and an office room. The Building Commissioner has determined that one of the building walls—the front wall-is being completely removed and a new wall constructed outside of the existing building footprint. In his letter of December 16, 2003, the Building Commissioner cited that he has determined that the existing"wall is not being retained and incorporated into the new structure and therefore,the proposal does not meet the policy guidelines for an alteration/expansion set by [his] office." The Commissioner has instructed the applicants to seek Section 6 findings with regards to the proposed alteration/expansion as to whether it is an intensification or not. The applicant has submitted two applications to the Board. Appeal 2004-42 seeks a Special Permit in accordance with Section 4-4.3(2)Nonconforming Buildings or Structures Used as Single and Two-Family Residences and MGL Ch.40A,Section 6 to allow for the renovation and addition. Appeal 2004-043 seeks a Variance to Section 3-1.3(5) Bulk Regulations,Minimum Lot Area,and Minimum Side Yard Setback to allow for the renovation and addition. Procedural&Hearing Summary: Appeal 2004-42 was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on January 14,2004. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened March 17,2004 and continued to May 12, 2004 at which time the Board found to grant the special permit. Board Members deciding this appeal were.Richard L.Boy,Randolph Childs,Sheila Geiler, Gail Nightingale and Ralph Copland who was also Acting Chairman. Attorneys Patrick M. Butler and Eliza Cox represented the applicant. Peter Sullivan from Sullivan Engineering was also present. Mr. Butler presented photos of the existing building and noted features of the property stating that due to the coastal bank the project would require an Order of Conditions from the Conservation Commission. Mr. Butler described the proposal and noted that he was prepared to go forward on a Section 6 finding. He also noted that the Board of Health approved a variance to the septic system. The Board questioned a trellised area that intruded into the rear corner of the lot. Mr.Butler explained that the retaining wall was already in place and the trellis structure was being added to that structure. Ms. Cox stated they filed under 40A Section 6 and 4-4.3(2)Nonconforming Buildings Used as Single Family Residences. She pointed out the criteria for findings and stated that the reconstruction regardless of intensification in area of the new dwelling could be authorized by the Board because it would not represent a substantial detriment to the neighborhood.Ms. Cox noted the neighboring homes and cited that 8 letters of support from abutters have been entered into the file. The issue of the number of bedrooms arose and it was clarified that the Board of Health has issued a septic permit for three bedrooms total. Public comment was requested and no one spoke in favor or in opposition to the request. The Acting Chairman noted that eight letters of support were received from abutters. Findings of Fact: At the hearing of May 12,2004, the Board unanimously made the following findings of fact: 1. Joan B. Hill and David B. Hill,Trustees have applied for a Special Permit in accordance with Section 4- 4.3(2)Nonconforming Buildings or Structures Used as Single and Two-Family Residences and MGL Ch. 40A,Section 6 to allow for the renovation of and the addition of 1,236 square feet to their existing nonconforming single-family dwelling. The property is located as shown on Assessor's Map 265,Parcel 022 addressed as 9 Island Avenue,Squaw Island,Hyannisport,MA in a Residence F-1 Zoning District. 2. The property is located on Squaw Island in Hyannisport and fronts on Nantucket Sound. According to the Assessor's record the 0.49-acre lot is developed with a one-story, single-family dwelling. The original construction dates back to 1979. This property is serviced by public water,and a private on-site wastewater disposal system. The Assessor's record states that the existing dwelling has six-bedrooms and a living area of 2,246 sq.ft. The applicant has submitted drawings of the existing building layout that shows it to be a three bedroom home with a living area of 3,490 sq. ft.,located on two levels. 3. The applicants are seeking to expand and renovate the existing structure with the addition of.approximately 1,236 sq.ft.of living area. According to plans,the first floor will be enlarged by 229 sq. ft.,the second by 85 sq. ft.,and a new half story of 922 sq.ft. The interior is to be renovated and the finished dwelling is to have three bedrooms plus a den and an office. 4. The lot.is undersized and the existing and proposed building conforms to the required setbacks,however,an existing deck structure does infringe into the required side yard. The Building Commissioner has determined that one of the building walls—the front wall-is being completely removed and a new wall constructed outside of the existing building footprint. In his letter of December 16,2003,the Building Commissioner cited that he has determined that the existing"wall is not being retained and incorporated into the new structure. Therefore,this does not meet the policy guidelines for an alteration/expansion set by Ps] office." The Commissioner has instructed the applicant's to seek Section 6 findings with regards to the proposed alteration/expansion,as it is his interpretation that the proposal constitutes a demolition/rebuild of the structure on a pre-existing non-conforming lot. 5. The property,as shown on site plans,is within the jurisdiction of the Conservation Commission. Accordingly,the proposed work necessitated filing of a Notice of Intent. In response thereto,on July 11, 2002,the Barnstable Conservation Commission issued an Order of Conditions to the Applicants.At the time of the filing of the Notice of Intent, the jutting out of the first floor wall under the existing roof 2 overhang was not proposed. Accordingly, due to minor changes to the site plans since issuance of the Order,the Applicants are in the process of requesting an amended Order of Conditions. Based upon preliminary consultations with Rob Gatewood from Conservation Department,the Applicants anticipate appearing before the Commission in the next several weeks on this request to amend the existing Order. 6. The locus is not within a Wellhead or Groundwater Protection Overlay District and therefore,not subject to the Title 5's "440"limitation on nitrogen loading nor the"330 Rule." 7. The location of the.dwelling is within 50 feet of the top of the costal bank and the redevelopment will require an Order of Conditions from the Conservation Commission. 8. The proposed new dwelling conforms to the required setbacks applicable under the Residence F-1 Zoning District in which it is located. 9. The existing use of the property is that of three bedrooms with a living area of 3,490 sq.ft located on two levels and the proposed new structure is to be that of a three-bedroom,4,726 sq. ft., two and one-half story, single-family dwelling. 10. The new dwelling is a reconstruction of the existing building,although there is intensification in building on the nonconforming lot,the new dwelling would not be substantially more detrimental to the neighborhood than the existing dwelling. Decision: Based on the findings of fact,a motion was duly made and seconded to grant the permit for the demolition and reconstruction with expansion of a single-family dwelling on an undersized non-conforming lot. The reconstruction shall comply with all setback requirements and is subject to the following conditions: 1. Location of the dwelling shall be as shown on a plan entitled, "Site Plan Proposed Improvements on 9 Island Avenue,Squaw Island,"as prepared for David&Joan B. Hill,by Sullivan Engineering,Inc. and dated March 22,2002 and amended 4/20/04. 2. The dwelling shall be built in substantial conformance to elevations and plans presented to the Board prepared by Ivan Bereznicki Associates,Inc. entitled, "Hill Residence,"dated 11-10-03,revised 3-14-04 and consisting of seven sheets. 3. The total livable area of the dwelling shall not exceed 4,726 sq. ft. 4. The total number of bedrooms shall not exceed three. 5. Construction shall comply with all applicable Building Division and fire code requirements.. 6. The applicant has been granted a variance to Tide 5 and development of the lot shall conform to that Board of Health requirement. 7. During all stages in the demolition and reconstruction of the dwelling, all vehicles, equipment,and materials associated with the demolition/reconstruction shall be required to be located on-site and not within the required setbacks. At no time will any parking, storage or construction materials,or items be permitted in the right-of-way of Island Avenue or within 5 feet of the neighboring property except as may be needed for landscaping purposes,installation of foundations or for utilities,and then only on a temporary basis. 8. All mechanical equipment associated with the dwelling(air conditioners, electric generators, etc.) shall be located so as to conform to the required setbacks for the district and screened from neighboring homes, the public right-of-way,and from view of Nantucket Sound. 3 I 9. The dwelling and decks shall be considered full build-out for the lot,and it shall not be expanded in area or in footprint nor shall any other accessory structures be permitted without further permission from the Zoning Board of Appeals. 10. No building permit shall be issued without Conservation Commission's Order of Conditions. 11. This decision must be recorded at the registry of deeds and a copy of that recorded document must be submitted to the Zoning Board of Appeals Office and to the Building Division before any demolition or building permit is issued. The relief authorized must be executed within one year of the granting of this permit. The vote was as follows: AYE: Richard L.Boy,Randolph Childs,Ralph Copeland,Sheila Geiler,Gail Nightingale NAY: None Ordered: Special Permit 2004-42 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision,if any,shall be made pursuant to MGL Chapter 40A,Section 17,within twenty(20) days after the date of the filing of this decision,a copy of which must be filed in the office of the Town Clerk. �A V ph peland, ting Chairman D to Signed I,Linda Hutchenrider,Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk Signed and sealed this ��Q dayofQYA��1:2667 under the pains and penalties of perjury. 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's „m^x rr r t "��. r r^ r 57r a. - -RF curt .[ Sri, ' � a �� i� �! a #Ai�i` SdaeS �ro� rig z5s otd lt + 'a � 6i�aJrete�tohil� tl17t` t �YaYr ii lull',, r g Qa�rtar�tc�tt�+ngs9ar�i�fMPnrekfiyc�f AA#�i+fea �l � tFfa t�kO M ,+, 0 .. tvki � TRA - � . � ar u 1 ` rt`- f1.Ly r �'UL� erS�uli, 1.. 17T12Tp - 7 ,c*3���`� � i/ �9 ,�te � `S'ta}�uli ra a�t`f�a +t•�+ 'f�+ s �-a � , � y a )4 w 5 d, Parcels Within 300' of Map 265 Parcel 022 This list by itself does NOT constitute a certified list of abutters and'is provided only as an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from FY2004 Assessor's database in September , 2003. Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country 265002 HUMPHREYS,SUSAN W TR C/O SHANAHAN,BARRY N �359 GORHAM GOFFSTOWN �03045 / POND RD 265004 HUMPHREYS,SUSAN W 1825 CUTLASS VERO BEACH FL �32113 USA-7 / COVE DR 265005 HUMPHREYS,JOHN G S C/O SHANAHAN,BARRY N 359 GORHAM G TFSTOWN NH �03045 USA / POND RD 265006 BALZEBRE,ANTHONY F BALZEBRE,DOROTHY W 135 CORAL GABLES �FL �33156 USA LEUCADENDRA DR 265015 HUMPHREYS,JOHN G S C/O SHANAHAN,BARRY N 359 GORHAM GOFFSTOWN �03045 USA POND RD 265020 LAZARES,NICHOLAS W& LAZARES,PAMELA J WOODLAND RD HYANNISPORT �MA �02647 USA D 265021 JOHNSON,BRUCE W& JOHNSON,DENISE T 15341 PI 'TSBURGH PA 15217 / DARLINGTON RD 265022 HILL,DAVID B&JOAN B TRS HILL FAMILY TRUST 575 AMALFI DR PACIFIC PALISADES ICA �90272 USA / 265025 LUBLIN,RICHARD K&JANE E 20 �AVON CT �06001 JUSA BROCKLESBY 265028 ISTRACHAN,ANNE W TR THE 19 ISLAND AVE REALTY TRUST �380 INDIAN VERO BEACH FL �32960 % HARBOR RD 265029 LEE,SERENE S TR 11 CUTLER RD NEEDHAM MA �02492 JUSA / 265030 GWOZDZ,RONALD E&CAROL E 334 BOSTON WESTON MA 02493 USA / POST ROAD 265031 EAGAN,WILLIAM A III&ANN H 31 GRISWOLD P INY 10580 / RD 265032 �TUROWETZ,FRANCES C P O BOX 321 r ANNISPORT IMA 1026417 JUSA 'Thursday,February 19,2004 Page I of I F&I Nutter Patrick M. Butler Direct Line: 508-790-5407 Fax: 508-771-8079 E-mail: pbutler@nutter.com January 6, 2005 #105442-1 By Hand Tom Perry, Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 0260-1 Re: 9 Island Avenue, Hyannisport 7 Dear Tom: At the request of Craig Ashworth of E. B. Norris and Sons, Inc., I am forwarding this correspondence to confirm your receipt of the report and plans referenced below relating to 9 Island Avenue, Hyannisport. I understand Craig's office has delivered these to you as followup to my prior correspondence to you regarding the foundation replacement. The referenced plans are: 1. S2.OA dated 12/14/04 issued and stamped by Cowen Engineering 2. 52.0 dated 12/14/04 issued by the architect, Ivan Bereznicki Associates. (� The field report was issued by McPhail Associates and is dated November 22, 2004. Thank you for your assistance and review of these materials. Please feel free to contact me should you have any questions. With best regards, I am, Ver truly your Patrick M. Butler PMB:cam cc: Craig Ashworth, E.B. Norris Nutter McClennen & Fish LLP ■ Attorneys at Law 1513 lyannough Road, P.O. Box 1630 a Hyannis, MA 02601-1630 a 508-790-5400 a Fax:508-771-8079 a www.nutter.com r" a ' Perry,.Tom s: From: Traczyk,Art Sent: Wednesday, November 10, 2004 1:10 PM . To: Perry, Tom Cc: Patrick M. Butler(pbutler@nutter.com); Eliza Cox(ecox@nutter.com) Subject: Hill Property-ZBA Decision 2004-42 1 P Y Tom: I have talked with Liza on the Hill property at 9 Island Avenue and am aware that the contractor is considering (and recommending)taking out the back foundation/1 st floor walls (essentially all of the foundation walls)due to the condition of the walls. The permit requested and issue was that for a complete demolition and reconstruction with expansion (Section 6 Findings). I would agree that the applicant should be allowed under that ZBA permit issued to remove the walls and rebuild it provided the outcome is the same as granted by the Board -same location, same size dwelling. also wish to note that] had earlier reviewed the issue with the garage door at the site and also approved that very minor change in;the plan - location of garage door. 1 trust yw'will agree with me in that these changes do not constitute a modification of the permit issued and there would be no need for the Board's review and/or modification of the 2004-42 decision. art n r 1 OPINE Tp� Town of Barnstable do Regulatory Services �. Thomas F.Geiler,Director 9sa ASS.i•s Mass. � Building Division M •� i659 ♦0 iOrEo 39 a Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 December 16,2003 Patrick Butler 1513 Iyannough Rd. PO Box 1630 Hyannis, MA 02601-1630 RE: 9 Island Avenue,Hyannisport Map 265 Parcel 022 Dear Mr. Butler: Last week you and Craig Ashworth dropped off a set of plans showing the walk-out areas versus the buried areas of the basement in the above mentioned property.After reviewing these calculations I agree with your argument that this area would,under Section 7 of the Zoning Ordinance, Definitions,be considered the first floor of the house. In order for a project to be considered an alteration/expansion, as opposed to a tear down/rebuild, the entire first floor, i.e.: walls and floor system must be retained and incorporated into the new structure. The plans presented for 9 Island Avenue show that the front wall not only hasn't been retained it is actually moved forward towards the street. While this does not appear to infringe on any setback requirements,this wall is not being retained and incorporated into the new structure. Therefore,this does not meet the policy guidelines for an alteration/expansion set by this office. This project, as presented,would need to go to the Zoning Board of Appeals for a Section 6 finding of whether this is an intensification or not. If you have any further questions please contact me at 508 862-4038. Sincer 1 y Thomas Perry Building Commissioner TP/AW � � Asseor's p and lot number <�~w ✓ r) 0(THE Sew�ge Pe emit, mbe .�1 . son r ... . ....� ... `................... INT�v House number. ......... .:�....... 4. "ram A SAO& 1639- ENVIRONMENTAL TOWN OF BAWNSTABILT, 1r-r,)LAT'ONS ' Sl;aBJECT. TO ,APPROVAL OF BARNSTABLE CONSERVATION BUILDING 11S;PECTOR , COMMISSION APPLICATION FOR PERMIT TO .............................................. 1f:.:.... ................................................... TYPE OF CONSTRUCTION ....... 0Q`�.. !f��� ................................::.................................................... ti TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a' permit according to 0e following information: Location s .. ProposedUse ...... .......................................................................................................................................... ZoningDistrict ........................................................................Fire District .............................................................................. Name of Owner ... .`. ....Address .. ,1...�r -�`" .. Name of Builder .. .. ... .. .................. ............. .................Address ..... .Name of Archite t . . ........... .. ........... .................Address .. .................... vt... ... Number of Rooms ........... ... ........................Foundation d- 4. . . L� rz-rrta 1............. Exterior ..........Roo ing. ............... .. .. . .......,.....................: Floors ..... . .........�... .......... ....... ....................Interior .................................................................................... r;..�.................................�............................Plumbin .......................'....... l Heating. g .. ................................................Fire lace .................... . ... ! P P<�� ..Approximate Cost ................�n?.r... .........' .�../................ Definitive Plan Approved by Planning Board -------------------_-----------19________. Area w �"� .j .................... , 3aG Diagram of Lot and Building with Dimensions �—' Fee .. ....................................... SUBJECT TO APPROVAL OF BOARD OF HEALTH �o w 6;U {6 A I hereby agree to conform to all the Rules and Regulations of qeT wn of Barnstable regarding the above construction. Name ....... ................... ............................... r Solotar, William & Domoni 21791 i two story ..........;Permit for .................................... single,(family dwelling ............... 9 Island Avenue 'Location Hyannisport tV—........................................................ Ow�e-r* William & Domoni Solotar ................................................................. Typeframe _of Construction .......................................... . ................................................................................ Plot ......... Lot ...............#39 ................. Permit Granted ........Movemlaer..5.........19 79 Date of Inspection .........19 4r 4; Date Com e .............19 4F C./O '71.1 VIJ 0 PERMIT REFUSED ►...................... ..... ................................. 19 . ............ . ...... .............. ....... ... . ... ... ..........A W e................................................ M ................... ............................... Appr 0 ...................................... 19 <.................................................... . ................ .................................................... Assessor's map and lot number _ � .. ' E ,...• �THET Sewage Permit number Z 7 ........................... \ Z 33ABH9TADLE, i Use number ............... ... ..........................................I..... y MAO& 039. \00 5 TOWN . , OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO c-- I!.'. ................................................:.. TYPE OF CONSTRUCTION ....... °iJ%!�... .h: .`.`r. :................................. ......:........... ..........:................. .- `.- .... �. ..............19. . TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ....... ...!. ......: .,!..6......... a*•�z �-- -r"'.. �^. f. ;«. �[.s ,+a ., c , d.�; �'' Proposed Use .. ....... .. .. .... ... .... Zoning District ................................... .p�. ..Fire District ......�........ ................................ Name.of Owner ��"'+ ......`.�,;r... . Ad~ ...�T s* e�..^ 'f !'1 ..a.: t qY Name of Builder--- •r+ .,1 af s.r'i�l ................Address / s ,* 'J'�.,,.; Name of Architect + ` �*+i�*aL. �.a ....Addresstv'M ry ..... .. ............................ ....'............... ......... ` .... ......... ........... ...........Number of Rooms ...!.... ........................Foundation ......;.. +� t,n „! �ry �' "" r Exterior ............. �.....'z -..' ..............................................Roofin f +a ..f,�� '� ' Floors C_ .�,. sr Interior ........... ............................................... Heating r, -4......... -............. :�- ........................Plumbing ....................................t Fireplace ................:`'�. . ...................................................Approximate Cost ........ .', '�.................................................. Definitive Plan Approved by Planning Board ---_----------------------------19________. Area ? ' ?�?.. ............................... . . � --=-~ Diagram of Lot and Building with Dimensions Fee ......... ................................... SUBJECT TO APPROVAL OF BOARD OF HEALTH " a - I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. f Name �;�?�� Solotar, William &, Domoni A=265.!22 2175 two story No .............. Permit for .................................... single family dwelling ............................................................................... 9 Island Avenue Location ................................................................ Hyannisport ............................................................................... William Solotar Owner ................... ............................ Type of Construction frame............................ ................................................................................ Plot ..........................Aot ...... Permit Granted/..Nov.e.mbQr,..5............19 79 Date of Inspection ....................................19 Date Completed ......................................19 PERMIT REFUSED j..... ....... ......... .. ....................... ..... ....... ...... 19 . ...... .. ..... ............ . ................ .. ................................................. .. ....... ....... ........... ...... .. .. ...... .... ....... ....... ..... ... ............ ............. ... .. .. ... ............................................... Approved ................................................ 19 ............................................................................... ............................................................................... - J AND L BUILDERS 14 GANNET ROAD - YARMOUTHPORT, MA 02675 - (617) 362-2107 Mr. Joseph W. Z inno D%B/A J' & L -Builders . Town of Barnstable Building Inspector 7-24-1980 Regarding Occupancy permit for Lot# 39r-Squaw Island Hyannis, Mass . ' We would appreciate receiving a 30 day extension. On the installation of the required Handrail . - This hand rail, has been specially ordered for the owners . It should be ready in thirty days . We would. however, appreciate the issueance of the occupancy permit. To allow-.the owners to occupy the residence . Since they need,to occupy as soon as possible . Sincerely Joseph W. Z inno D/B/A J & L Builders y ; y :v f ir•- W v�d t by o:rfl✓ 5i �� Y TOTM,10F BARNSTABLE Permit No E i Btuldang Inspector , mood � � .+., � r✓. ! Cash.: ��---- _��� OCCUPANCY `PERMITz Bond, No building,nor structure shall be -erected,and n,o land; building or structure shall be used for a new, different, changed,-orsenlarged use without' a Building Permit therefor.' first having been obtained from the.Building Inspectoi:".No building-shall be occupied until a certificate. of occupancy has.been`issued by the Building;Inspector." Issued to 6�1�Zlc'iiIl ' 1?t�Ti121 G•SOS U Address 3ax ' lat " 39 9 Is�ai�d.Avenue. liy�imispor Wiring Inspector _ r Inspection date ��' -c`'� Plumbing Ibspectoit �'� - Inspection date° - Gas Inspector Inspection date d'Engineering Department / Ix _ Inspection date/ THIS PERMIT WILL NOT BE-.V.ALID, AND THE, BUILDING._SHALL NOT'BE::OCCUPIED UNTIL' SYGNEI) BY THE BUILDING' INSPECTOR .UPON'SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. : , Y „k"•: 7 19_ ........�.t.. € �.. B ld ing Inspector _ Fh,I' Nutter Patrick M. Butler Direct Line: 508-790-5407 Fax: 508-771-8079 E-mail: pbutler@nuner.com December 8, 2003 By Hand Thomas Perry, Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: 9 Island Avenue, Hyannisport, MA Dear Tom: Thank you for seeing Craig Ashworth and me this past Friday with regard to the above property. I enclose an additional 11 x 17 copy of the plans which we delivered to you. As we discussed, Plan P1.1A clarifies that portion of the first floor which is above grade and that portion which is currently below grade. Those have been highlighted in yellow and purple on the large plan. In addition, Plan P1.1B indicates the amount of exterior wall to be retained (marked in green) and the amount of new exterior wall to be built (highlighted in pink and yellow, respectively). As you will note, the amount of wall-to be retained clearly exceeds by a substantial mark 50%. Also, I enclose a summary of square footage calculations by floor which confirms that there is minimal new floor area on the first and second floors. As I indicated during our meeting on Friday, we believe the foregoing establishes that the project may proceed in accordance with Chapter 40A, Section 6 without the necessity of zoning relief. Following your review of the information provided, if the project may proceed directly to a building permit, I would be most appreciative if you could sign and return to me the enclosed copy of this correspondence confirming same. Nutter McClennen & Fish LLP ■ Attorneys at Law 1513 lyannough Road, P.O. Box 1630 ■ Hyannis, MA 02601-1630 ■ 508-790-5400 ■ Fax: 508-771-8079 ■ www.nutter.com Thomas Perry, Building Commissioner December 8, 2003 Page 2 Thank you for your time and attention to this matter. Ver truly yours, Patrick M. Butler PMB:cam cc: Craig Ashworth, EB Norris Mrs. Joan Hill Receipt acknowledged and agreed: Thomas Perry, Building Commissioner C �6 1280294.1 man @Nwom avvaaQc�av 11-10-03 The Hill Residence 9 Island Avenue Hyannisport, Massachusetts Summary of gross floor areas for the existing and proposed construction EXISTING PROPOSED NEW TOTAL AREA ADDITIONAL AREA AREA FIRST 1608 SQ. FT 229 SQ. FT. 1837 SQ. FT. FLOOR SECOND 1882 SQ. FT. 85 SQ. FT. 1967 SQ. FT. FLOOR HALF -------- 922 SQ.FT. 922 SQ.FT. STOREY 9 Wendell Street Cambridge MA 02138 Tel: (617) 354-5188 Fax: (617) 868-5764 872 Main Street Osterville MA 02655 Tel: (508) 428-1988 OF PETER a ;4 3' 5 fffVVVlI,,,�p4"'fff 1 I i Unity Pole °hy (typical) \\ 1 ^h�, 11 I I °eie \ °fro I I PROPOSED 2' WIDE 1 S� SLOT DRAIN TO 1 8'X8' L. FIELD 1 1� �/ FOR PROPOSED LANSCAPING \ •� 1 SEE PLAN BY RICK LAMB ASSOCIATES 13 Water rTp• I ��/� ' �`n'11 Fiq Gate 0 °eJ ``y�/ ♦ _ 1 N ZON 14 Stone/Conc. 6�• I / /� Pillar ° A p j �1 Hydrant �L 17 - — — — t �OPOSE6 CRq 3 Go V �� $\ E Q�AW 18 - — — — ' \ \ QQ _ Edge of Traveled Woy oh" R pAD _ L 19 Boulder 20 one Conte _ \ \ \ ohw� PA ZL 9-96 2 2- ? — xisTin7G — — ° A sE lc — O \ \\ \ SYST y/ / 17` \ \\\\\ \\ Conc. Bound l PROPOSED 600 GAL. / O � Q � h \` Found DRYWELL W/7' OF 23 Post & Rail Fence 1 STONE FOR ROOF = \\ RUNOFF fTl — w \ \ l e PROPOSED P �J l I l \ / ATl ST I 1 w? 24 - — ��\ s. ONE S\ _ 14 I \ 0 1 PROPOS -�1 \ , l ' C rl m / z BUILOIyC- �C/ OF T /. 4 a CONs7RUCA0/V �evement F/oor 1 — \��1 \\` ' �, m 1 ed = 74.7' m' \\ S Sh storo9e. 2rJ Conc. Pod/ First Floor ~ — \1 1 ���\'I f O \ ? „Boating \ A.C. Unit / wood)C-1 in9 Elegy _ _ 1 22.7' I � -I-1.1 with Go oge D de�in9 r h I 1 ' I \\ \ 10_ ,/19 Island Ave. Under deck / I \ \ REP a , Lower LPVAi � z \\ TRL�_/S s` d 1 1� CT!0NS: _ IS d ZONE: , • 1 a a s. U j� Side 15 1 t \ J Rear 5 J�1 A.= - OVERLAY DISTRICT. r ' 4,1 - A, e•fer F'rc;'iection District .F I gu As Shown on Hlon Entitled LOCUS r "Revised Groundwater Protection � Overlay Districts" — April, 1993 NOTES. ! * * 3 ! e — LOCUS PLAN FLOOD ZONE. 1.) The property line information shown was compiled from available record information. Scale: 1" = 2000' Zone V10 (el 22), V16 (el 15), B & C (see plan) Community Panel No. 2.) The topographic information was obtained ASSESSORS REF: #250001 0008 D from on on the ground survey performed on Map 265, Parcel 022 July 2, 1992 or between 12128101 and 01102102. 3.) The datum used is NGVD '29, a fixed mean evision Modify Project Footprint 04120%4 sea level datum. Title: PREPARED FOR: PREPARED BY.- C , Site Plan Proposed Improvements David B. & Joan Hill Sullivan Engineering, Inc. CapeSury ~ ~ 9 S UaW Island PO Box 659 7 Parker Road rt s s and Road At q Osterville, MA 02655 Osterville MA 02655 9 Island Avenue Barnstable, (Hyannisport) MA (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax PSulIPE@ool.com copesurv@ccpecod.net Barnstable, (Hyannisport) MA NO Field: 0 10 20 40 80 Field: WHK/MDH Dr c.,`t: MDH Date: March 22, 2002 1 inch 20 feet Scale: Comp.: MDH Review: RLH = -- Proj. # C529 Dra- •ving # C529G1.dwg *VIL LVM 5 q, / III PIE LOAM • FILL �:[ • -• ET ..vim .e Ac r — • . .-, , • .-1 �5•t3 .oa ;3. 5 1 -- �f I�_e,. _ •� i �� w� ELEVATION SCHEDULE • :T `� �.f o . 4'C I DI S T I I I.r. .• I I �' 1 • p I i9h-tiry ,fPNO - l IOOO I BOX •� I,.o•: , •�CO GAL I • • I i9EG ; 4� l 21 3 - I INV AT FOUNDATION I •� ..+ 10'MIN•0 GAL. 4 ,:;r•••. 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Ik rl Zo _rZA! /� 1 \ I � � �°� �� � � � \ \� � \ `- �` fir'�'� f � � r 1 t t! x , Z � •� -- -`�y�•�s, w \ ` A 1.. • � � ` r,�iXJ \-�,r, r .' /i � •/ / ,� � f p � 1 I Y� �l �(!1, • 1I• �J V'�` ' \ ,.� .� � � �,E f�i ry � - ' `^ �,• / � � - .- �;_ tt'�' =�iy -�.�. f 1 � Q �,•jy' a `I `Vl� � �Raw"' \ \\ a • \ + . ...... ... .. /1 w !�,` � � , \ 1 \ M � \ � i� ter• ' � ''O.Vc' v�rv�:_ , I Q ��.__ � • Ft1G y \ - �- \ `y....- _...-.,._--- 1 �� •,y 2/ _�--.' ' 1,,.-,�.` � _ _ LOCUS /`?A/�' v a, ga�iwG /Ya TES: .A.IC r�.�sti "7',y .0/�Y•!r /,'J,a�>.'t' /l7 r0^fY{�N Cb tyJ P/t��:' ]F - s F. \ tiro, ZS IAVLOR \ ` fGvvl� �• f•.Qp 717 G �� C. /3 7 7� F .�- � `tta 2374 - PROPOSED SITE P •A Q ,09-Il � F_L..6 V.9T1 Gl.Y �G L F E n' TG 'riff NA T/O�liQ` {� �0 L A s ro . _ \ \ \ \ � ..��J�.�TIG .''E�'T�G At. C✓f/T;./,►11 o F /92 9 � � �TK \ 1 8M. �A •"�zc' SEWAGE SYSTEM DESIGN !D \ \ 3. •am. :.sE.': I�.m. �22- "� ' ,,. oo*y o tirv.e.�,v`r �- ��.� oa,vyo,e 1N \ ` Q.V Sy7'N!v r3LAN✓ kc�A.� As Sti'DAIAl O,y o ;U• /� /'l N rr ;7- /7 �/�/ All/'Y cK, � r 4 /. j�/`�i!t! %/�i�G e 4 �//9 b�✓�.S�VI� !� J /� .:� ' -1.a��.G� - ^rS� 'A,�c'� MAp, —722 x ,C?Af.Y sTA�TC-mac (1 .� sEd h�/�'t. rlpf� .2 �./.v 'c.0A• a' 'T 20 of 20 LEY, = //•/• .�'"'�' • ,� .'may : �J ETA ! F�..C�� r9 � Q of�Au�rSr�acE,. w"r SCALE I"= /o' 7 +� �U4)F_, 1a7.9 \ f 4. I � S Z D D F 2;J C - / / r 1 CAPE COD SURVEY CONSULTANTS ROUTE 132 v AMMt: itaw `;- �. L A Q;I-!to a �. _ .� _, _ :: -.�... .�• 2~ST'R- G-r-.:: Inl®I c c-- :,; �., Pc.,A,�v . -- _ __--- - A C E `t GENERAL NOTES. F , t."'.,L✓ 1 .,.. ;,v.. LL 2_ i.1e.'i si..I.e A < I i ?_ o' 1) GENERAL CONTRACTOR TO SET UP STAKES TO MARK ti y? r, a_ fz THE EXISTING CORNER OF HOUSE AT INTERSECTION OF WORKLINES "H" 6 "I". NEW CONSTRUCTION SHALL ' "'` ' `. 0" ' OCUPY THE SAME CORNER POINT AS EXISTING. 4: 7, -� ,�1'I I.~ eti 2)ALL CONCRETE SLABS SHALL HAVE 2" RIGID INSULATION ' I S j s. , Li.. i ri .�.. _ BELOW SLAB 6 1/2" RIGID INSULATION BETWEEN EDGE OF I1I _ I l A SLAB AND INTERIOR FACE OF WALL. Ll LU Lu .Lki LL. 5'-10 1/4" 5'-2" 8'-6" 8'-4" 20'-0" 7'-8" 12'-0" C ce AIL, Ft�C 1..�i.EXlSTf� I 4 - - - F:X!ST`G FACE OF � � ►..� 10" REINF.CONC.WALL r. TOP OF WALL: 5 I/2"WIDE SILL 400 TOP OF LEDGE: ;1 2.0 pF p , \\,l�k� / 1 ,� 24'-2 I/2" ,. I I I ( 10" REINF.CONC. WALL 1 3/4" / ( T ' I t2-b" TOP OF WA EXISTING FACE OF ' ' ' I I 23'-1 Fl"51 �, z [JiNDAHON IL '. " ..'`\�.\•�.+,;� ,..a ` �,;ti\` �ti f tFACE ff"\Ei -------------------' ., --- O NEW 4" CONCRETE r I 1 SLAB TOP OF SLAB= 14'-4" 1 w NOTE I 3„ o PROJECT #: 00106.00 TOP OF WALL: 14'-10" NO RADIANT HEAT I REBAR: :o 3 LJ RETURN FOUNDATION WALL , MECHANICAL ROOM #4 @) 16" O.C.i �o� ,1�\ - ( I QI ( I `r" EXTEND STEEL SHEET PING e O STEEL SHEETING FOR o �, , J DRAWN BY: PNC 10 ' PAST CONC.WALL TO G IDLINE D ETAINING BACKFILL W 1 O�Q�m N ' BEAM ABOVECOPYRIGHTED 2001 SHOWN DASHED WIDENED GRADE BEAM f'_ 1 FORSUPPORT OF NAN BEREZNICKI ASSOC, INC. MY FLUE k %1,,IJIIKSTEEL SHEET PILING-� ' Go NEW 4"CONCRETE SLAB F`d T I , -.` 1 4" STEP IN SLAB" =PASSSSTHRU TOPHPITCHISLABFTOWARDS DRNEWAYI - - - - - - - - I TE PIPE 41 II SECTION OF GRADE I I 1 r� NEW GRADE BEAM: BEAM BOTTOM OF POCKET: o i---------- I I I i 1'-8" WIDE, TYP. '• I ( I ( I — I 6'-2" 1 r TOP OF BEAM=13'-4", TYP. `� ( 1 1 53 WIDE M ! 1 I I 6 SEE DWG. S2.OA FOR DETAILS ( I 1 S. 4 I/2" DEEP r L C :FI 17 I � ( 4SO0. - / ' 1 I'-0" 6" CURB ( STEP IN SLAB BEAM ABOVE 8' III 8 !`` 6'-3" I I 1 (4" MINIMUM-VERIFY) Q Q BEARING WALLS, TYP. Q� SHOWN DASHED SEE S2.OA FOR DETAILS J Q 3 JQ 1 1 I I 1 v y1°` A°sT f I h°�� I I Q°5 `° o�P 2.0 LL------- -------- -- ----- --- ---- - I I'I 1 2 � ----- -- 2.0 {__IS`it Cam".�`o l..i;`rF �k� t��"%,I �j, — — — — — — — —— - — — — r -----.---- — — BEARING ,r7'xi_l..V C5 BEAM POCKET "B" � CORNER OF I I �---------------- ------- ------ i ( BOTTOM OF POCKET: ro FROSTWALL �-----+-------I I �- ----I I I II - � I I?WIDE /8" / I T � I I � I ! 1 1 M � 4 I/2" DEEP STEEL SHEET PILING '"� 1 r. Cl. COLUMN ---- --------1 I �,_8„ a I p/9pp/G N IMPORTANT: ip ? - `,, STEEL`SHEET>PILING 6 „ _ " L 25,_ „ F 17 7 10 7 14 9 8 l NEW FOOTINGS MUST BE IN ti C ;� PLACE PRIOR TO UNDERPINNING r • OR CUTTING AND REMOVAL OF 10" REINF.CONC.WALL 3 0 -NEW 4" CONCRETE SLAB I I 1 EXISTING CONCRETE WALLS BEAM ABOVE ) I S NEW 10" FROSTWALL. TOP OF WALL: SET EXT. FA(�E OF FROSTWALL SHOWN DASHED ( ' I I3p "' W/ RADIANT HEAT TUBING TOP OF WAIL 14'-4" I I I I I 23'-1 1/8" - 2" INBOARD IMF EXT. FACE OF *: r WITH 3 1/2"WIDE SILL ti•. 1 STUD 0 SECOND FLOOR WALLS I 1 I �S TOP OF SLAB= 14'-4" ( 1 t• o (THESE THRE WALLS ONLYI 1 s I TOP OF LEDGE: I I ( I \ ' 1 C.L. COLUMN o 13'-10" ` CORNER OF FROSTWALL ' ° ( I ( I TOP OF SLAB (ySSI lrp LOW POINT: 13'-9" 1 14"I 1 S NEW 10" FROST WALL y 1 I ALIGN STEP IN SLAB THICKEN EDGE OF SLAB 1 NEW GRADE BEAM: 3 F c 1 W/ CORNER OF TO REST DIRECTLY ON 1 1 F-8" WIDE,TYP. TOP OF LEDGE O0 p FROSTWALL ` 4'-11 1/2° 5'-5" 5'-1 1/2" ?. TOP OF BEAM=13'-4", TYP. 4 13'-10" gAlK 1 1 GRADE BEAM 1 , 500 1 S io o BEAM ABOVE \ F ALL 1 I 1 SEE DWG. S2.OA FOR DETAILS 2.0 F I I I I SHOWN DASHED \, LEG --, SHOWN DASHED I I I TOP OF WALL ---- t� BEAM POCKET "C" `n r 121,I I I 1 ,; BOTTOM�F POCKET: 14'-4", F/t< C `r �?it1[ O -- I 1 -- 1 1 ---- -------- - ------ --- ------- - --- -- - - - - -- - 9?WIDE/ _ 5 1/2"WIDE Slll 01-7 S: J „r *„ 6'. \ - _ 4 I/2 DEEP i k1 T F r / / / . t / .: ! F LL�-f c s , 4 -' —cal - - i � hh \ .. , N �O � ,°A,'� Lx'' '.��., �,�' `, �,-,,\`.. ,`; �,� � \�r,..\S \�� . x`.�• `�\ �\�•. ti..�t� SECOND FACE t�`�I FLOOR FROSTWALL \ , �+f M \ \ \\ \\ \ \\ FROSTWALL LEG I - - - - - LEG ` Q:�"_ACE OF ,()t 1N r ;J0',N � � I � ( o TOP OF PAVERS= A FROSTWAII LEG: A o CONCRETE APRON Froc•.F C tJD M JQ QQ 3" _ _ O 10"CONC. WALL Os� - HIGH POINT 13'-8 1/2" 5'-8 I/2" 4'-1" 5'-8 1/2" 5" TOP OF FINISH GRADE - s S G ,r� - A�,* 13'-10" ( TG TOP OF WALL ( G _ FLO r. c, _ 13'-8", TYPICAL , O LOW POINT= 13'-8" SC"ALE:I E: I _.�„ I ^� 5", Q Q� 4"WASTE PIPE .� _r-ti_t f -` •T'--t, `� Q� r 1 - - _ - - - I— 1 - - ( PASSES THRU MID SECTION 8" REINF. CMU WALL c°�OAP 12" SONOTUBE PIER OF GRADE BEAM FOR FIREPLACE SUPPORT S ( - - 1 W/ 2'X2'X i' FOOTING - I /T b I i a 1 I BOTTOM OF FOOTING=9' 10" ' JQ 1 LE jam, 12"SONOTUBE PIER L - Op TOP OF FOOTING = 13'-10" 10"T FIELDSTONE FINISH 0 CHIMNEY QO`'� BOTTOM OF FOOTINNG G=9'-10" slG� SITS ON GRADE BEAM I 4 � TOP OF FOOTING- 13' 10" I m 14�� I I k ' I 15'-6" I3'-2" 13'-4" � " :! r w! I _ 4�. ce �r i rmm G. t - r iL ,.Ju i FOUNDATIONCD .2 CF & 1 FOOTINGS PLAN CON,ST ON I I �0 PLYWOOD (, 11 7/8" TIMBERSTRAND W10X45 COLUMN W10X45 COLUMN z RIMJOIST W8X48 ~ 1 00 2-#5 BARS TOP 1/2 ANCHOR BOLTS 1/2 ANCHOR BOLTS q�Q� W10X45 4 ® 4 -0 O.C. ® 4'-0 O.C. d d COLUMN ° 2-2X6 SILL Ey o f a 5/8" BASE PL W8X48 3-3/4" BOLTS - W c ° 1 2-3/4" BOLTS O H A — — ° 4 DOUBLE SILL . a .,< 2-#5 BARS TOP " . $ . 1/2 PL TOP AND BOTTOM F ° • 2-#4 VERTICAL BARS 0 18"O.C. 4 A 2-#4 VERTICAL BARS ® 18"O.C. WELDED TO BEAM AND WELDED 5�8„ BASE PL SET ON `: °' kp'd ;, a 1 4 SETTING PLATE I�■� " W8X48 TO FACE OF COLUMN " „ e a ON 3/4 NON-SHRINK $ 4-3/4 ANCHOR BOLTS A '� PL1/2X8 W GROUT 2.0 A yJ 7 N a A: Section 7 A ft. 2.a #5 DOWELS ® 18" O.C. #5 DOWELS CAD 18" O.C. e ` SCALE: 3/4" = V-0" 2•Q Section $ w Z A SCALE: 3/4" = 1'-0" 2.0 3 e. o - g I Section s z A, 4. •� ^' '.V SCALE: 3/4" = 1' d d E. 5 2-#5 BARS BOTTOM 2-#5 BARS BOTTOM ; S2.0 I"I A PROJECT �: 00106.00 red e . Qe A I 2'-2" GRADE BEAM 2'-2" GRADE BEAM DRAWN BY: JTC NEW P.T. SILL NEW WF STEEL BEAM A,d ( ) COPYRIGHTED 2004 a W/ ATTACHED NAILER IVAN BEREZNICKI ASSOC., INC. < � e BEARING WALL 5y" ed La i 11"0 PIF (BY OTHERS) i y" 4" SLAB-ON-GRADE REINFORCED WITH 4- 4 BARS VERTICAL { AND TIED WITH #3 SPIRAL WITH A PITCH A .OF 2.5" 4 d . 4"0 DRAINAGE -1 p" m g d 5 1/2" CURB—�- ,— " PIPE CONTINUOUS — - 3/4 GROUT Section THROUGH GRADE GARAGE SLAB ON GRADE Section 2 SCALE: 3j4" = 1'-0" S2,0 A BOTTOM OF 10" CONCRETE SCALE: 3/4" = V-0" S2.0 a p. PIPE EL. FOUNDATION WALL W BOTTOM OF A -13 -0 1/8 PIPE EL. SLOPE TOP REBAR TO CLEAR � =13'-1" � DRAIN PIPE- z 4 LAP 8 EACH SIDE o A .A TYPICAL BEAM POCKET DETAIL 2" COVER o 2'-2" GRADE BEAM w I I � 11"0 PIF (BY OTHERS 4 2-#9 BARS TOP (LAP ® CL SPAN) REINFORCED WITH 4-#4 BARS VERTICALIF A a AND TIED WITH #3 SPIRAL WITH A PITCH Q O a 4 .� 4. d OF 2.5" a l CIO #3 STIRRUPS ® 8 O.C. .� W N E Section 5 P4 ai A ,. SCALE: 3/4" = V-0" S2.0 5" a 2-#9 BARS BOTTOM (LAP ® PILINGS) 20'-0" 7'-8Y8" ■ 11'-43/4" _ -•-- INDICATES LOCATION OF i i A 50 TON PRESSURE INJECTED Ln F� LAP 36" i FOOTINGS (P.I.F.) , � 11"off PIF (BY OTHERS) � REINFORCED WITH 4-#4 BARS VERTICAL 5" 2.0 OFD2 TIED WITH #3 SPIRAL WITH A PITCH 10y8" 10'-048" 8'-3�" 8'-4" WALL ABOVE 00 (SEE DETAILS) w I 2 Elevation of -Typical Grade Beam 5 - - SCALE: 3/4" = V-O" LO '\ i m LO10 1 — 3 i 2.0 5 � r 13'-73/444 13'-43/8,> P 2.0 SCALE: DATE: 12-14-04 o i BEARING WALL - REVISIONS: 1/2" RIGID INSULATION 6" TOP OF CURB BEARING WALL g>_7" CURB I I ' (SEE DETAILS) GRADE BEAM y00 (SEE DETAILS) 4" SLAB-ON-GRADE 5 2" ? 'n �.. CHIMNEY ABOVE A - - �2" - { 4" SLAB-ON-GRADE a�o� b 4 �J -t- - 2.0 0 2„ 2"RIGID INSULATION q — `� — — N LIJ v , A PAVERS ON GRADE WALL ABOVE W d A (SEE DETAILS) i A d v .A 2'-2" GRADE BEAM v d . .eA. 5„ -- --' k o �'' 4 4' 5'-81f4" 7'-4)/8 7'-4" 14'-0" 12'-6" 19'-8" -._ ... A 2'-2" GRADE BEAM ■ ' e H A FOUNDATION' i 11"0 PIF (BY OTHERS) REINFORCED WITH 4-#4 BARS VERTICAL AND TIED WITH #3 SPIRAL WITH A PITCH DETAILS OF 2.5" 11"0 PIF (BY OTHERS REINFORCED WITH 414 BARS VERTICAL NOTES: AND TIED WITH #3 SPIRAL WITH A PITCH I�Ile LOcatlOn Ilan �eC'I-IOI�1 REFER TO THE GEOTECHNICAL REPORT - OF 2.5 n " .D`al F PREPARED BY MCFAIL ASSOC. FOR O� SCALE: 1/8 - 1 -0 ( ' v. �WFDI 3 ADDITIONAL DETAILS c:� 'T I'd l+F L r✓y PILE CUTOFF ELEVATION 11'-10" \`• CONSTRUCTION SCALE: 3 4 = 1 -0 S2.0 Section 4 .. , ��.- SCALE: 3/4" = 1'-O" $2.0 ',>t "� SET COWEN ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 29 Vesta Road Telephck,one ne Massachusetts655- 9760 S2.0A1 Tele hone 508 655-3976 Facsimile(508)655-4284 Email: fred@cowenassoc.com Web Site: www.cowenassoc.com -_002.080—s2.oA