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HomeMy WebLinkAbout0391 GREEN DUNES DRIVE , . ., ;,' � � c ,.. - ;.. s, „ . ., � ., ; . r ,. .: � .. _ ,;, _ ,. � � .a � - � � � � ._ , _ ,. ,„ ,y .. ... .. _, s .� .. ... .. �.. .ti ,. s. ,- y ,._ . .,, � _ i .. � _ ... .. ,, :. .. ,�. �. ..; -. � I .�.. �. :. . ,.� .�. _ .: .. _ ,. .. .' -. '. . . .; _ ; .., r. ,: _ I ,. r ., ., ,. F � � t ,. � .. e -. .. - .;y H•� u a .. r _ ... i. e � s ':.: � .h. -�. n - .. .. -. �. .. � r. ,.. _ n C n >. _ - �� v .. r.. � �: �� � � . , i 4 N v � Y .. '� _ x 1 .. .. .. y � .. r k ,. �� � � y �. .. � .. .. .. .: ,R '. a .. .. ., a .. � - � . ., p.,, .� ;- n .; ,.., _ r .: .-. ., .. .„ - �,,.' .. a �. .F. - ,. , .. ., o a _ ,. - ,. .-. ,.. .. ,. .- �n ., . ,. � ', .. . ,. � ., ,,, � �� .. r �.. .. �.. _.. _ .. .. .. ,. ,.. �.. . , �: .� t� ��. .. ,. - ... - � - �, - �� u .i � � .. .- �;; ,� : ... ., .. ., .. � :: ., .: ., . 4 i � .. -. • � '�-' 4 r f _ �, .. � � i - . ,.. .. ': ti .. ,� � �. y, .. .. ,.. _ - ... - � � ' _ .. .. .. [� .. � �. -. .. - .. u, .. .- .. ,„ .. _ _ � _ .. ,. ,. ., s .. _ . . - � n - -: .. �. � � �� .. - �. t a'. ., • .. �, .. � .. -.. :. � �. .. ,; .. � � - :� ,, ,. .. '. ,. .. �., � { F ,. � .. _ r ;. .. .. ;: � _ _ - - � � , fl- � .. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION PP Ma 7 Parcel "' Application P Health Division Date issued, )/7— Conservation Division Application Fee Q Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board LvyY�Gk.Q_ Historic - OKH _ Preservation / Hyannis60 wl -d Project Street Address C / Village . - � L'-Vl C E' Owner Address 3`ZLM buv_c, Telephone 0 W V - _f ~ Permit Request 6111zoy o;?U ,Ck7_,0V A5 ,.Ige ®D Square feet: 1st floor: existingLgroposed 3602nd floor: existing proposed _Total new Zoning District Flood Plain Groundwater Overlay 0 Project Valuation �Q Dd� Construction Type //2W�64`� y z Lot Size �' Grandfathered: ❑Yes ❑ No If yes, attach supp oing docurn-eentation. Dwelling Type: Single Family ® Two Family ❑ Multi-Family (# units) cn ®. Age of Existing Structure �� Historic House: ❑Yes #1 No On Old King's Hidl wayt❑Yes, WNo Basement Type: &Full ❑ Crawl ❑Walkout ❑ Other M Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) e< Number of Baths: Full: existing 0 new Half: existing _ new Number of Bedrooms: existing J new Total Room Count (not including baths): existing new_L First Floor Room Count Heat Type and Fuel: ® Gas ❑ Oil ❑ Electric ❑ Other Central Air: *"Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes No Detached garage:Z existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# /��� Current Use i�1�i11Jf t 1 Proposed Use SV `� �' e -- p i APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �fO � D� � Telephone Numberl� 00 Address ' A License # — ® 3 Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO - SIGNATURE - DAT64 —/ Z t� s i FOR OFFICIAL USE ONLY i ) i I APPLICATION # DATE ISSUED i MAP/PARCEL NO. ti ADDRESS VILLAGE ; r OWNER s DATE OF INSPECTION: .2 FOUNDATION ' i' f. FRAME INSULATION FIREPLACE f ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT — ASSOCIATION PLAN NO. ti NAILING SCHEDULE 110 MPH EXPOSURE C WIND ZONE, JOINT DESCRIPTION NO. OF COMMON NAILS �NO. .OF BOX NAILS NAIL SPACING ROOF FRAMING: BLOCKING TO RAFTER(TOE NAILED) 2-8d 2. 10d EACH END RIM BOARD TO RAFTER(END NAILED) 2-16 d Ia•'16d EACH END WALL FRAMING: TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d C w --— AT JOINTS STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"o.c. HEADER TO HEADER(FACE NAILED) 16d I6(l 16"o.c.ALONG EDGES FLOOR FRAMING: JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-lod PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-8d 2.lod EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-1[id EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-1Od PER JOIST BAND JOIST TO JOIST(END NAILED) 3-16d 4-16cl PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16d 3- 16d PER FOOT ROOF SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 6"EDGE/6"FIELD RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 4"EDGE/4"FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 03"EDGE/6"FIELD W/STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"F DGE/4"FIELD CEILING SHEATHING: GYPSUM WALLBOARD 5d COOLERS --- "F'I`)CI ,10"FIELD WALL SHEATHING: vKjOb's RUCTURAL PANELS PLYW OD —� I Ui:? SPACED UP TO 24"o.c. 8d 10d 3"F I)c_F t1:'"I Ii l D 25/32"FIBERBOARD PANELS 8d -- 3"EDGi./i "f II 1 I i I/:?"GYI_-lSlJM WALLBOARD 5d COOLERS -- 7"EDGFt11i"F II i f -I0OR HI-AT_HING: 1NC?C71.i I RUC WRAL PANELS(PLYWOOD) 1"c?R I LIS;; I I IICKNESS i 8d 10d 6"•EDGE/12"FIELD GRt-;A I ImR I HAN 1"THICKNESS 10d 16d 6"EDGE/6"FIELD IF(`f 7f117 Ri=CIIIpNlTIAI PKIPP(W FPFIr.lF=nlf:Y n9=TAll C AWC Guide to ,Wood Construction in High-Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 Q Check Compliance 1.1 SCOPE / WindSpeed (3-sec. gust)............................................................:..... ................................................ 110 mph SL WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) I stories <_2 stories Roof Pitch ...........................................................................(Fig 2) ........................................... ✓ <_ 12:12 V MeanRoof Height ..............................................................(Fig 2).................................................�/ft 5 33' Building Width,W ...............................................................(Fig 3)................................................ �/ft 5 80' BuildingLength, L.............................................:..................(Fig 3)................................................. 80, Building Aspect Ratio(L/W) .........2....................................(Fig 4)................................................. ✓ <_3:1 Nominal Height of Tallest Opening ...................................(Fig 4)................................................ <_6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 / Concrete..........................................:................................................................................... I ConcreteMasonry .................................................................... ............................................................... 2.2 ANCHORAGE TO FOUNDATION1'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only / Bolt Spacing—general ..........................................(Table 4)...................................:........... V in. b� Bolt Spacing from endfJoint of plate .............................(Fig 5).................................... Vin. <_6"—12" Bolt Embedment—concrete.........................................(Fig 5)...... ........................................... V in. >7" Bolt Embedment—masonry.........................................(Fig 5)............................................_min._> 15' PlateWasher................................................................(Fig 5)................... > 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................. Maximum Floor Opening Dimension...................................(Fig 6).................................................. ✓ft_1.2' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... �- Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)................................................... ft _<d V Maximum Cantilevered Floor Joists / Supporting Loadbearing Walls or Shearwall................(Fig 8)........................................... ... <_d !/ Floor Bracing at Endwalls.......................................... .........(Fig 9)..................................... ...�"�. Floor Sheathing Type .....'...................................................(per 780 CMR Chapter 55). . ...... ti Floor Sheathing Thickness .................................................(per 780 CMR hapter 55) C............ in. Floor Sheathing Fastening..................................................(Table 2)..e3�y nails at in edge/ rn field 4A WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...................... .... <_10' Non-Loadbearing walls................................................(Fig 10 and Table 5).................... .. ,. Fft <_20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)................... bin. <_24"o.c. Wall Story Offsets ........................................................(Figs 7&8).........:..................................—ft <_d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................ ...............(Table 5)..............................2x in.Non-Loadbearing walls................................................(Table 5)..............................2x - _in. Gable End Wall Bracing r Full Height Endwall Studs...................................:........(Fig 10)................................................................. WSP Attic Floor Length: ..................................................(Fig 11)............ .............................. ft>_W/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................_ft>0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11)............................................................. or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays h Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)...................................._ft (� Splice Connection(no.of 16d common nails)..............(Table 6)........................................................._ AWC Guide to Wood Construction in High-Wind Areas: 11 a mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)t Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7)..................................................... Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Table 8)....................................................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................._ft_in. 511' Sill Plate Spans ........................................................(Table 9).................................._ft_in. <_11' Full Height Studs (no.of studs)....................................(Table 9)....................................................... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................._ft_in. <_12' Sill Plate Spans.... .......................................................(Table 9).................................._ft_in. <_ 12» Full Height Studs(no. of studs)....................................(Table 9)....................................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest OpeningZ ............................................................................... <_6'8» ✓. SheathingType.... .....................................:....(note 4)..................................................... Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ in. Field Nail Spacing..........................................(Table 10)................................................. in. !/ . Shear Connection(no.of 16d common nails)(Table 10)......................................................._ / Percent Sheathing Full-Height ...................................................._ 9 9.......................(Table 10) % 5%Additional Sheathing for Wall with Opening >6'8"(Design Concepts)................ Maximum Building Dimension, L Nominal Height of Tallest Opening2......................................................................... <_6'8" (/ SheathingType.............:................................(note 4)..................................................... Edge Nail Spacing Table 11 or note 4 if less ........................ in. Field Nail Spacing..........................................(Table 11)................................................. in. Shear Connection no.of 16d common nails able 11 Percent Full-Height Sheathing .... able 11 ...................................................._% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Wall Cladding Ratedfor Wind Speed?.............................................................. ............................................. 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool, see BBRS Website) v/ Roof Overhang ...................................................(Figure 19) ............._ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.......................................... ......(Table 12)............................................U= plf c.i Lateral.............................................(Table 12).............................................L= plf . Shear.............. ...I...........................(Table 12)............................................S= plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T= plf Gable Rake Outlooker..........................................(Figure 20) ............._ft<_smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. Lateral(no. of 16d common nails)...(Table 14).......................................L= Ib. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 a d 59) ............ Roof Sheathing Thickness........................................... ............................................ in.>_7/16"WSP Roof Sheathing Fastening............................................(Table 2)........................................................._ y AWC Guide to mood Construction in High Wind Areas: 110 mph Wind Zone ,, Massachusetts Checklist for Compliance(78o cMR 5301.2.1.1)1 Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v.Horizontal nail spacing at double top plates,band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment. i -MEN THR EDGE RMM ON MAMING USE SJ NAitS A'{WO'c' 1.1 AI 1 IY l 1/ - 1 ll .II '•1'4 / . r h 4i 1} 11 Ij 1 4L 1 I1 r a .. !.1 14 le u 11 ii 1 ¢C f1 tl 1 11 11[^1'. 11 11' 11 NAU-SPACING �. P itifEi .. Yi� See Diatall on Next Page Vertical and Horizontal Nailing for-Pa nel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 nWh Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 1 w 1 / 1 1 1 1 + i j 1 1 T1 [' d 1 1.' FAAMNC3 MEMBERS .. EDGE 1 1 " t 1 I t. / $t8 1 1 I 1 1 1 f 1 1 STAGGERED', 3"Mrd A!ALPATTERN RANEL . r PAWL EDGE — DOUBLE NAIL EDGE SPACIN DETAL Detail: Vertical anti Hori'Zontal Mailing for.'Panel Attachment i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 ww►v.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name.(Business/Organization/Individual): Address: 61 City/State/Zip;/'' G'y'ILLS 11W Phone #: Are you an employer?Check the appropriate box: Type of project(required): 1. I am a employer with 4. I am a general contractor and I * have hired the sub-contractors 6. New construction employees(full and/or part-time). �/ 2. I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp.insurance.: 9. Building addition required.] 50 We are a corporation and its 10. Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their 11. Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12. Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13. Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: Polic #or Self-ins. Lic.#: � 7'�/ y (� -�� Expiration Date: � Job Site Address: �Rz � &tAz. al✓e City/State/Zip:r xff)/is Owl Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine - of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under th ' sit tie ofper*krY that the information provided above is true and correct Signatur . Date: ! Phone#: U Official use only. Do not write in this area, to be completed by city or town official I City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other 0-4 9l912016 6:03:07 AM PAGE 2/002 Fax Server CERTIFICATE OF LIABILITY INSURANCE �► IM n9ifflOni YYY1 FICATE IS ISSUED AMA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($),AUTHORMED TIVE OR PROQUrML AND THE CERTIFICATE NO DER. I IMPORTANT:N the ceditate holder hi an ADDITIONAL INSURED,the Poiic%iu)must be endorsed. If SUBROGATION IS WAIVED,subject to ,the terms and conditions of the poOcK certain Policies MaY require and endotsemmnL A statement on this ced ficate does not confer rights to e cenftute holder In lieu of such endoisemnUsi. PRODUCER CONTACT wAMfI• OCEANS[DE INS GROUP PHONE FAX 52 WEST MAIN ST IAA:,No.EXQ: (AO,No): HYANNIS,MA 02601 E� ADDRESS:* 77MWP IN;=W4s)AFFoRDLw COVERAGE Nalc IS INSURED INSURER A: TRAVELERS PROPERTY CASUALTY COMPANY OF AMEBIC R GLOVER BUILDING COMPANY INC INSURER S: INSURER C: PO BOX 703 INSURER D: MARSTON$MILLS,MA 0264$ t1SUIRER E: INSURER F: COVERAGES CERTMATENUMBER: REVISION NUMBER: NOTWNIBTANDNO ANY 100Ua?OW.TERM OR CONDITION OF AW CONTRACT OR OTHIM DOCUMENT wITH Ie18PECT TO wwm T"0a""Au!NY IE I&SI!®Olt INY POtTAN-THE NSURMICE AFFORDED BY THE Pas N=s OEB 10ft MUSI S Ip WM TO ALL THE Tt9 M UCLUMONa AND COMMMS OF SUCH POLCEB.LaAmi 010IMI1 VAY HAVE al I N REDUCED BY PAID CLAIMS, MISR O eUe POLICY Of DATE POLICY nP DATE LTRVGEhNrL TYPE OFNBURANCE L R POLICY"meet SMIODWYYY1 tNaRVlDIYYY1y Lam L LI" tTY ACH OCCURRENCE $ MMERCIAL.GENERAL UAB UTY CLAIMS MADE OCCUR. AMAGE TO RENTED ; MISES(Ee tee) ED E (Ary one person) $ GREGATE LIMIT APPLIES PER: APR &ADV MLIURY $ 00 AL AGGREGATE $ POLICY PROJECT❑LOC CT8-COMPlOP AGG $ AUTOMOBILE UABRM ANYAUTO MBINE0SINGLE S IMIT E a-dent) ALL OWNED AUTOS ILY INJURY $ SCHEDULE AUTOS Per person) HIRED AUTOS ILY INJURY g NOr+t•OWNED AUTOS Per aW OPERTY DAMAGE S Per exidero) UMBRELLA UAB OCCUR CH OCCURIEt� S EXCESS LIAR CLAIMS-MADE GREGATE Y DEDUCTIBLE g RETENTION S g A WORKER'S COMPENSATION ATQD EMPLOYERC8UA91UTY YIN US-2RSMS4-16 01/16R018 01/16n017 X umrrs TUTORY OTF£R ANY PRDPEWMPJPARTWRI )(SCUrIVE OFFICEPiMEMSM EXd L09D.1 �WA E.L•EACH ACCIDENT 3 500,000 Byes,dentAtte under E.L.DISEASE-EA EMPLOYEE S 500,000 OESCRtPrION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONSIIOCAAOIO1VOWLGWRESTRICTIONSWSCWL ITEMS TRIS RPPLACES ANY PRIOR COMPICATE ISSUED TO TTIE CERTIFICATEHOIAER AFFECI7NO WORKERS COMP COVERAGE CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 200 MAIN ST. BEFORE THE EXPIRATION DATE THEREOF.NOTICE VNLL BE tELNEDED IN ACCORDANCE WITH THE POucY PROV"MONB. AUTHORIZED REPREBENT HYANNIS,MA 02601 - ACORD 25(2010)OS) The ACORO name and logo are registered marks of ACORO 19MMiO ACORD CORPORATION. Ail rights reserved. Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-039M Construction Supervisor ROBERT J GLOVER ' h PO BOX 703 MARSTONS NULLS MA ann Expiration: Commissioner 05124t20118 ��e CGn�»e�rft�rtceal�l-a�n'!"C_c�.1J2c�rtJe�fi:! N Office of Consumer Affairs&Business Regulation 'T HOME IMPROVEMENT CONTRACTOR Type: Corporation a "3 Registration Expiration 1111457 12/08/2018 R.Glover Building Cortlpsny Inc. Robert Glover 13 Curtis Bog Road ? ' Marstons Mills,MA'02648 Undersecretary j . Town of Barnstable R_ egulatory Services MAB& Richard V.Scali,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, ,as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: s r. , (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Sign e of O er Signature of Applicant l Print Name Print Name Da e TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION t t _ Map c� �D Parcel f Sy Permit# Ss 8 s(= 4��/ Health Division _ 10 V 0 S-- Date Issued 10D- ;�00 Conservati' n D vision �r .OS� K � d ' " � Fee 3(ici•so Tax Collector � V ,_` 1,1 l G �® J,� I' '�_ �'I �� �� Application Fee � ° 06 Treasurer 4 Mw �'�3C!• Planning Dept. t. CI EM Date Definitive Plan Approved by Planning Board W"QT6L.35-.J nc Qenenn..� Historic-OKH Preservation/Hyannis Project Street Address 391 R IN)1) I V L Village �T Owner "-Aw\LS (� • -oP1r'1O�1�1 Address Telephone (ol rl — '31 a— LI Z51 Permit Request Remwgi sA4cl Zooji Abb do I b E���Z a r�eglk .T_hST411 Mgui �(tj'J C��,tJruJ stAtb! NaA eop= on nk m 4&s * Jell (9Aek6z_ Square feet:: 1 st floor: existing proposed 2nd floor: existing proposed Total new Valuation am Zoning District Flood Plain Groundwater Overlay Construction Type woos Lot Size Grandfathered: Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family R( Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes CrNo On Old King's Highway: ❑Yes E(No Basement Type: ❑Full ❑Crawl S(Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:Coexisting ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 3rNo If yes, site plan review# ' Current Use Proposed Use BUILDER INFORMATION Name`711Codoe _'�bmewy me -hu Telephone Number 606 776`S92S Address ®CC Ar! ►N E -I\1 t< License# C S 05'131/ �Cy Home Improvement Contractor# /05 1 7 ? Worker's Compensation# W CC-600163 50 1 a,003— ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE �oS' r FOR OFFICIAL USE ONLY P9RMIT NO. i - DATE ISSUED MAP/PARCEL NO. J I ADDRESS - VILLAGE OWNER ` �s r ' • DATE OF INSPECTION: FOUNDATION �� FRAME µ INSULATION0•l�u F FIREPLACE ELECTRICAL: TROUGH ;a FINAL PLUMBING: ROUGH C3 FINAL GAS: ROUGH s o� FINAL �v FINAL BUILDINGrr DATE CLOSED OUT, 0 _. ASSOCIATION PLAN NO. co n °ZINEr-, Town of Barnstable ° Regulatory Services NAM` s Thomas�F.Geller,Director �f%659. , Building Division Tom Perry,Building Commissioner ; 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT 1 HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction, alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: Deci yyyof 'Sk®1)a Estimated Cost-9 S®�?®• Address of Work: :3 9 j 6V,E t ij jQ R jS N 0 W CbT VA4 g t\N& t 10 Owner's Name: —TMAt;S C. CON CA 1`( Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the er: Date Contractor Name U Registration No. OR u Date Owner's Name . Q:forms:homeafdav " -_ The Commonwealth of Massachusetts Department of Industrial Accidents Office ofinvestigations 600 Washington Street; 7`h Floor Boston,Mass. 02111 Workers'Compensation Insurance.Affidavit:Building/Plumbin /Electrical Contractors- ame: 0 Y'O 0 address• 01 -tA^n -lNE:S 021 V C- !D a- city SAL,AMOIL 17e AC k state: M ziD: D5(Q®Z phone#_M!_70 "S G b 9 work site location(full address): -.39 6 (ft fAi ❑ I am a homeowner performing all work myself. Project Type; ❑New Construction❑Remodel I amtt]]a sole proprietor and n one working in any caacity. BuildiJnAddition 1 `�`N.�.'.�.��•r5- YCy I .•i 1 !' �.V h" �.�`Slk+"�t y7)• .'L��SRL: 41.w4 .f Y��„P14. .. + 7N•.5.��e x.•�•Y+':{ ,?:�A�'L�bd.'jl Ml I am an employer providing workers' compensation for m••7y}employees working this job. comuanv name: t`de 1Z0:.1. a b i .. `,,J Cam- address: cZ ( ei�i� t�l>1 tiS. . IZ 1�I Ld �► city: phone Insurance co policy# "��5fl0 159 SCII aCo� �'�a� s�a.�ds�t a��. ez�.��.,:>f �.�y..-�� :>r•:��J�s.��•3:�»,�••w;f: :Of.�4a��a:��•^stely;�i�rw.�•�:&#:•zt�.�'s•.��w ,`?�sfiu~:d+�. ` ❑ I am a sole proprietor,general contractor,or homeowner(circle one)andhave hired the contractors listed Below who have the following workers' compensation polices: company name: address' city., phone#: Insurance co- h olic # S^•:'tit:-�r� V e.}i,i:0 !ti?C. .r E':D: �':3��� cr.••+:. ��:i:/�t1�aM�iS��'::7fTiv�i,ti•�l,,at}•�-5q/�,; ,YyS5,�,�'•�X':%Y:�l.•.aG .� ;}••!, :x ,'�•fd �ti.�1•Y^,. G.''a°6°� lt•�q7. . M1:7'•U'IiIMCi..•.('w�fi, ;y:�.,. .�:Y?J.^�Il.'M'Te. {. r5 •�•:� � �yi..�.i�� 'comuanv name: address: city phone#•. insurance co. I)OIIU# Ad Man3 ar u", ' :ai>Grr �' b+sf +' �R. ' Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition-of criminal penalties of a fine up to S1400.00 and/or one years'Imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine df Sl00.00 a day against me. I understand that a• copy of this statement maybe forwarded.to the Office of Investigations of the DIA for coverage verification. ' I do hereby certify under th sand penalties of perjury that the Information provided above is true and correct Signature Date Print name t orj<)eA� Phone# S0�0 77 1a fcontact ial use only do not write in this area to be completed by city or town official or town: permitnicense# ❑Building J []Licensing heck if Immediate response is required ❑Selectmen❑Health De person: phone#; ❑Other. SCd Sept 2003) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all•einployers to provide'workers'compensation fot their employees. As quoted from the"law",an employee is defined as every person in the service of another under.any contract of hire,express or implied;oral or written. , An employer is defined as an individual,partnership, association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver br trustee of an individual,partnership,association or other legal entity,employing employees. Howdver the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this.chapter have been presented to the contracting authority. Applicants Please fill in 'the workers' compensation affidavit completely,by checking the box that applies to your situation. Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be _ submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the"law" or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. 4� 1A I City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license dumber- hich will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for.you cooperation and should you have any questions, please do not hesitate to give us a call. MH � y 3 t• to .. '•S��.". "sr ��• .s"'��t l •„�•m Y���g _ , ' -�`s} s• •Tn � �~.f+d �� i Y•:r.SH. "'� .The Department's address,telephone and fax number: The Commonwealth Of Massachusetts- Department of Industrial Accidents Office of Investigations 600 Washington Street,?h Floor Boston,Ma. 02111 fax#:(617)727-7749 phone#: (617)727-4900 ext. 406.. 1 5a8 eee 2921 Jul 22 05 11 : 13a Ted Pomeroy 1 -508-888-'2921 p. l ��► r Town of Barnstable Regulatory Services RAXNSTASM Thomas F.Geiler,Director MASS. tbs Building Division p FD MP A g Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office; 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder James G. Connolly as Owner of the subject property Theodore S. Pomeroy to act on my behalf, hereby authorize ` in all matters relative to work authorized by this building permit application for: "391 Green Dunes Drive, W. Hyannisport, MA 02676 (.Address of Job) 07-23-05 S' nature of Owner _ _ Date_ James G. Connolly Print Name Q:PORMS:O WNERPERMIS SIGN ZONE A10 (EL. 11) i 1 LOT 47 f N APPROX. FLOOD © Z ZONE B ZONE LINES O tE I F- ` + O - GAR -O 11 � uj cl) a z 100.00 zolvE L,L `�' o �► ASPHALT W `r DRIVE m v 243.93 / Q ¢ LOT 48 Z GRAVEL \ \ t ® Q_ DRIVE m .Zi 46 a Q Q NOTE: BUILDING IS "GRANDFATHERED" WITH RESPECT TO SET BACKS AND LOT DIMENSIONS BUT MAY NOT MEET CURRENT REQUIREMENTS, E MORTGAGE LOAN INSPECTION ML12168 SAGAMORE SURVEY ASSOCIATES SCALE: 1 IN.= 80 FT. P.O. BOX 28 DATE: SEPTEMBE 14, 2003 SAGAMORE BEACH, MA. 02562 I(508) 888 8667 I CERTIFY TO NATIONAL CITY MORTGAGE t`- Is THAT THE LOCATION OF THE BUILDING SHOWN HEREON CONFORMS M"Wr°�'ANG TO THE ZONING OF THE TOWN OF BARNSTABLE t CERTIFY THAT LOCUS DOES PARTLY LIE WITHIN THE FLOOD HAZARD ZONE AS DELINIATED ON MAP 0008C COMMUNITY N0. 250001rd�` PLANREFERENCE: BARNSTABLE REGISTRY OF DEEDS REGISTRY OWNER: BOOK/PAGE: LC NO 15694—F LOT NO.: 47 PLAN BY: BEARSE & KELLOGG BUYER: DATED: MARCH 16, 1955 THIS INSPECTION NOT MADE FROM AN INSTRUMENT SURVE�AN IS NOT TO BE USED FOR FENCES, HEDGES OR TO ESTABLISH L07 LINES. FOROF BANK ONLY. i �CD Pv 5cJ, J ifct Cs ha c d) I POMEROY BUILDING ' 1■■ EE 1 & HOME IMPROVEMENT -� P.O. Box 102 Sagamore Beach, MA 02562 (5081 888-292.1 1 as ILO rH III. New Ueck_ L�-F Co CS�TE I�ouS�- �—a��o Dot,• �. , a)(io P.T 3o1TTo 1.�a�` Ftl�. ✓tie Ui aminzooz e+eau�L o� /�aaaactiuoella . Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR RegistraUont _105177 Expirati0n 7/16/2006 I� -Type =DBA POMEROY BLDG&HOM iiE IMPROVEMENT THEODORE POMERO 2 OCEAN PINES SAGAMORE BEACH,MA 02562 Administrator °✓�ieNii✓rca h �/ U ' BOARD OF BUILDING REGULATIONS P RV OR License: CONSTRUCT I SU E ON IS 'm 051311 B 6date k 0211511965 8992.0 �• �` Tr,no: . Expires 0211512007 } , Restricted 00 :r OY (VIER S'PO THEOPORE M1 102 r X k PO BOX RE BEACH, =02562 >Oomm►- one L{ SAGAM 0 r 1 r Client#: 1910 2POMEROYBU ACORD- CERTIFICATE OF LIABILITY INSURANCE 0DATE(MMID 7/21/05DrrfYY) PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 222 West Main St.PO Box 1990 Hyannis, MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: Nautilus Insurance Company Theodore S.Pomeroy D/B/A INSURER e: Associated Employers Insurance Compa Pomeroy Building and Home Improvement INSURER C: P.0.Box 102 INSURER D: Sagamore Beach, MA 02562 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR INSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATIONDATE MM/DD/YY DATE MM/DDIYY LIMITS A GENERAL LIABILITY NC429800 03/10/05 03/10/06 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $1 OO OOO CLAIMS MADE a OCCUR MED EXP(Any one person) $5 000 X BI/PD Ded:2,500 PERSONAL&ADV INJURY $1 000 000 GENERAL AGGREGATE s2,000,000 GE N'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 PRO-PRO LOC P AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ,.t ALL OWNED AUTOS BODILY INJURY " ' +V $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ TH- B WORKERS COMPENSATION AND WCC5001595012005 02/06/05 02/06/06 X OR LIMIT ER EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $1 OO OOO ANY PROPRIETOR/PARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $1009000 If yes,describe under, SPECIAL PROVISIONS below" E.L.DISEASE-POLICY LIMIT $500 000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Operations performed by the named insured subject to policy conditions and exclusions. p CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Bourne-Attn:Town Clerk DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL lO_ DAYS WRITTEN 24 Perry Avenue NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Bourne, MA 02532 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE 1`7`ram: ACORD 25(2001108)1 Of 2 #39134 LS1 O ACORD CORPORATION 1988 .i7rw su;C�i IF �. ��. �►r.e-- _ _ - _ _ _ - - ___ �,..... __� _ � f. fir.. t+� Yr,�, L �1 , l JICi �Y �� � J ��♦T t,� ♦I / K 1M INN p !y ♦� `� 1.• + / I J 4 lf. r oloo � fff.♦. ffff� . r r 4 � 08/0 Z/5 ft�$ aa,a5628, P71601'�6-00 71 i i 08:`01.05 .. II P,oF,ME.�,ti _ The Town of Barnstable • en RNSTABLE. Departmenf of Health Safety and Environmental Services 94, t679• `00 . °rEOMP�a' Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 4 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection 1..1 e c k Location ?9 ! Grceh 'Vt4es Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: t'1Ua fta�,S �t� �ff'tlle 1�.� ('1�AG rClYC�I�s 1Y1�15 `1+1eC(SllrC 3y —3 , \RCA•c.aAV Morn Y\o5I w O-Y e a bk Su,p or e, \b\ Ct r�er floT o� 5'TS I v Please call: 508-862-41-8•for re-inspection. . Inspected by Uum At2' Date TACELLI . .. -RESIDENCE.7' GREEN DUNES DRIV BUILDING DEPT WEST HYANVISPORT,MA :F 02672 TOWN OF BARNSTABU I I I I I I I I I d I I I I I I I I I E DE TORS REVIEWED 15'-2' BARNS TABLE BUILDING DEPT. DATE li FIRE DEPARTMENT DATE b P�\� BOTH SIGNATURESARE REQUIRED FOR PERNIITING rill e� DININGIE N t�t Room TV ROOM �5 ti ro cwwza Dw `^ - -------- - ----- - ——————- ----- 1— _J-- ------ O S.D.F0_1 PANTRY � O 0 co [-T MASTER S.D. uc eel— O BEDROOM cEnTea r T O•,,, = IT - --- - / —d3J-_ T_A° O ---- N / LLIVING 0 3O ROOM � JUL O BATH PROJECT NUMBER: N D. DRAWN BY:GM \ SCALE:AS NOTED ®,p' /�\ I OFFICE /� DATE:25 NOVEMBER 2016 9 MASTER MASTME CLOSET BATH I� b '= g 41� �— VP L.MN II ENTRY � 42'-6• 5'-6' RENOVATED 1 ST FLOOR PLAN NEW ADDITION ' 7 RENOVATED FIRST FLOOR SCALE:1/4"=1'-0" TACELLI , 'RE,SIDENCE w w 391 GREEN DUNES DRIVE . „.WEST HYANNISPORT,MA.s02672, l� r------------------------------------------------------------------------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I NEW OILET, VANIT , CHANGE TUB T SHOWER I I I I I __________ - I - SEIY N IM I \O BATH 2 T I I I I I I I 3 I a I I I L I � I I V __________________ ______ L_____ I I I I I 00 Lnen BEDROOM 3 I I I I DIY _______________________________ L________________ / - I / I PROJECT NUMBER: I ——— I _ DRAWN BY:GM I I I SCALE:AS NOTED I I I I I I DATE:25 NOVEMBER 2016 I j I I I I I I I I I I I 1 I I I I♦ �______-____ -------- -TITLE:. . RENOVATED 2ND FLOOR BATH Al 2 ■ RENOVATED 2ND FLOOR BATH SCALE:1/4"=V-0" 1 TACELLI _,RESIDENCE 391 GREENIJUNESDRIVE7^7 WEST HYANNISPORT,MA'�02672 TYPICAL ROOF CONSTRUCTION: *�y.�� _ " NEW ARCHITECTURAL GRADE ASPHALT '�+'25'"'.p ✓ n SHINGLES TO MATCH EXISTING OVER ° 2� s ,� 30a ROOF FELT OVER 5/8' COX PLYWOOD - CONTINUOUS RIDGE VENT W/ RIDGE CAPS TYP., WOVEN SHINGLE •a. - HIPS AND VALLEYS, TYP. NEW VELUX NEW AZEK RAKE AND EAVE TRIM SKYLIGHT ASSEMBLIES TO MATCH EXISTING GUTTERS AT LOWER ROOF TO 1 I MATCH EXISTING 1. ' � I J WHITE CEDAR SI COLOR T. SHINGLES, Inn ® R+R, STAINED GOLOR T.B.D. -5° TO i MATCH EXISTING { I NEW WINDOWS WHERE REQUIRED '.i �Y II � AZEK TRIM r a s n qT _ I Ir J J J 6 6 I �55J�O BIZ RENOVATED WEST ELEVATION SCALE:1/4"=1'-0° 1 r � ® .I i J I, r PROJECT NUMBER: TIC 1 'J r J DRAWN BY GM SCALE:AS NOTED I I 36 5 56 2 3 $ DATE:25 NOVEMBER 2016 �1-LEE 1 J JJ 7 I 7 I 3 5 55a58 3 I I J I J 1 I I , TITLE: . ' RENOVATED ELEVATIONS A201 RENOVATED EAST ELEVATION SCALE:1/4"=1'-0" 2 _ J TACELLI _ RESIDENCE- 391 GREEN^DUNES DRIVE WEST HYANNISPORT,MA 02672- .: Lu F0��6 i �55J�o',12 RENOVATED SOUTH ELEVATION SCALE:.1/4—1- 1 J J r I r} PROJECT NUMBER: DRAWN BY:GM � 7 _J SCALE:AS NOTED III Hill LL J �,� J r I J I � DATE:25 NOVEMBER 2016 2 1 2 n 1 J 2 1 I 3 n 55n58 3 n 8 I T 1 1 JJJ J. J TITLE: RENOVATED ELEVATIONS RENOVATED NORTH ELEVATION SC- 2 TACELLI RESIDENCE 391 GR�EN.DUNES DRIVE WEST HYANNISPORT,MA 02672 ' Fo0, RM MrT MN.rrOn ' RIWOD d.RaC0. rROKa nt♦Ir to au.uie. PROJECT NUMBER: TYPICAL CEILING: 1/2'SHEETROCK TOP OF SUBFLOOR 12 ON 1X3 STRAPPING 0 16, O.G. W/ 11� R-38 INSULATION � VlP SCALE:AS NOTED TOP OF FOUNDATION ALL a neax.n►re.woc DATE:25 NOVEMBER 2016 �•Ro �blID,aLL KOrO Y//lx� � �ct HoxC eru � i;II glrJGlt w-Ts w?®a aic psi rt wx a,ucx gar a1 TYPICAL WALL CONSTRUCTION: STAINED WHITE CEDAR SHINGLES R. it / u R. 5'+- EXPOSURE OVER 15' FELT. 1/2' GDX PLYWOOD SHEATHING, 2X6 NO.2 , OR BETTER SPF STUDS 0 16' O.G., f i pit R-21 K.F. FIBERGLASS INSULATION, 1/2' _ H11, SHEETROCK 9 p iP i lua F 1111 A g FIRST FLOOR SYSTEM: p ii TITLE "•"+"+ - �'- 2x1O FLOOR JOISTS 0 16' O.C., 114 TgG , Ili. RENOVATED SECTIONS FPLYWOOD DECK, GLUED AND NAILED, ..._�.�.�. - 1�1 a ao arrnu II Ip -'1 _ +a WITH R-30 UNDER FLOOR INSULATION - RIP OF FOOTING SVC ±� NEW ..p CRAWLSPACEy BOT OF FOOTING a O; ff A3ml RENOVATED SECTION SCALE:,1771'-0" 1 FOUNDATION DETAIL SCALE: TACELLI 391 GREEN DUNES DRIVE . •WEST HYANNISPORT,MA,02672'I" C F N yyi r�--------Ir�rr-n--Ir�v--n--Ir-�I -n I I II II II II II II II II II I I II II II II II II II II II I II II II II II 11 II II II I I II II II II II II II II II 1 I II II II II II II II II II I I II II II II II II II II II I II II II II II II II II II II II II II II II II II II __________________�_T_____________ i I I I I I I I 1 I , 40'CONC.PER W 24.0BIGFOOT ;TRIG G 4'-3° j4�11 TYP ADDITION �I . I. I I FOQ'P0 \�5 J�p 11rL5� cI � �pN € rIN I I I I I 47-63 I r- - - - - - - - - - ` I TIE NEW FOUNDATION TO EXISTING W/O 4 RLBAR SOL P -- Z"'�l GROUTED MTO EXISTING MASONRY ce) d ID I I WALL C rr EXISTING FOUNDATION TO AS REOURED TO PROVOE ACCESS TO NEW . I CRAWL SPACE AREA PROJECT NUMBER: 0 3 W Tc POLMATION- I----------e ----- ToXIS TING wie4 N i Q I I PPAD 4 rYPI POST GRO R INTO DRAWN BY:GM EXIS MASONRY W NEW CRAWL - SCALE:nsNOTED SPACE T SLAB ON 1D GRADE OVER 6 MIL POLY I I DATE:26 NOVEMBER 2016 O I I VAPOR BARRIER OVER 4' GRAVEL pUFJ L — — — — — — I TITLE: - - - �8 o RENOVATED FOUNDATION PLAN NEW -. ADDITION " si RENOVATED FOUNDATION PLAN SCALE:1/4"=1'-D" 73t ELLI �. EED)DUNES DRIVEHYANNISPORT,MA 02672 41 V,� f ------------- ' i1 u 11 n 11 n li u u n t n n u n n n u II II � 1 u n II 11 n n o u 11 1 0 o u o n n o u u 1 1 u o u II o u u u 11 i t u n n u n u it o n i I u n n II n II u n II i 1 u n n u 11 u o II u L�__=_—_-.--IFS-iI--'�--1L--0--u--�--�I�—�'-------- l l it 1 1 it 4-3. li l (2) -4.70.925 LVL BEAM ADDITION I I I 1 III (S)--1.75.9.26 LV BEAM SECURE 2x10 PT LEDGER TO EXISTNG Cj MASOTIRY OR MEW COW—WALL W/(2)6' \ pC= LEDGER-LOK SCREWS STAGGERED EVERY 16' III O.C.IN JOIST BAYS AND ML.TI SS 68-612 K%" s 6L BOLTS 14 LOWER 1/9 OF LEDGER i 92'O.C. Y Q III u0 III �i III 17'—f. 2110 III F OOR JOTS S O.C.3 D 7-1 —O• 9 z PROJECT NUMBER: b � = = = == Z: -- - - L❑ DRAWN BY:GM Q (2)2x12 L M SCALE:AS NOTED DATE:25 NOVEMBER 2016 �B ,TITLE: ..._�.. ,. RENOVATED 1 ST FLOOR FRAMING NEW ADDITION Slm2 RENOVATED FIRST FLOOR FRAMING PLAN SCALE:1/4" TACELLI �-RESIDENCE 91'GREEN DUNES DRIVE WEST HYANNISPORT,"MA 0267T' 111, �5 4'-3' ADDRIDN --I I I I I IIII I I I I IIII I I b IIII I P��� I � i° IIII; P 2X'10 RAFTERS IIII.'Y'O.C. e1lV � IIIII I FIII I EXISTING EXISTING v IIII ROOF ROOF I I I 2) 476X926 LVL W/2 ROWB JIII 2 9-6/B'TRU93 sCF 9-PRovroe(V (Ri6 �;II STUDS AND W JACK STUDS m KIII 1 IIII 1 O° cll I I I I I I I I I ____ (2T'I-9/4%N28 LVL BEAM 1 I I I I I I I I I 1 I I I I 1 I I I I 1 I I I I I I I I I I I I I II I I I I 1 I I I r1Y I I I I J I TO S EXISTING EXISTinG ROOF ROOF t 1 I K Ay( 7� I V to F P D1 1 /4 X N26 VL ID« PROJECT NUMBER: iQ I 0 m DRAWN BY:GM NEW YSLUX SKY *HT.ams II AND LOCATION TO BE VERIFgy IN THE FIELD SCALE:AS NOTED - I I DATE:26 NOVEMBER 2016 A� JP I I I I I i EXISTING � O i La i ROOF �I 10 I I I I I Y I I I I I I I I I I I N I I I I I I I I I I I I I i I I I I I I I (2)2X8 HEADER W}' 1 PLYWOOD FLITCH I _ TYPICAL1 I --TITLE:--• \111�. IAMII ROOF .RENOVATED ROOF•FRAMING > NEW ADDITION •.. S1 m3 RENOVATED ROOF FRAMING PLAN SCALE:1/4 V-O' 1 TACEL�I RESIDENCE _. 391.GREEN.DUNES DRIVE - WEST HYANNISPORT,MA 02672 ( I mill, I I I I OQ'P0 �gSJ��`112�1 TV ROOM DINING ROOM EXISTING WALLS TO BE STRUCTURALLY SUPPORTED PRIOR TO REMOVA A CUT OPENING IN KEMOEVE EXISTING WALL FOR \NEW \ DOOR \ \ KITCHEN REMOVE EXISTING REMOVE EXISTING \ \ \� DOOR B WINDOW \. FLOORING REMOVE FIXTURES, SHOWER a VANITY \ REMOVE EXISTING ��� LIVING WINDOW ROOM PROJECT NUMBER. \\\ \ DRAWN BY GM i SCALE:AS NOTED MASTER / DATE:25 NOVEMBER 2016 BEDROOM - UP ENTRY TITLE: EXISTING FIRST FLOOR PLAN HATCH INDICATES EXTENT OF WORK ■ EXISTING FIRST FLOOR PLAN SCALE:1,4"=1-°° TACELLI= RESIDENCEti .� 391 GREEN:DUNES DRIVE;;, 'WEST HYANNISPORT MAk02672------------------------------------------------------------------------------ '- 41 I I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ^& II I I I I I I I 1 I I I REMOVE XTURES, TUB, VAHif a TILE I I I I I I I I _______________ I \ \\\\ \\ \ \ I I I I I I I I HALL I I I I I I I BEDROOM 2 BEDROOM 3 I I I I j ON ________________________________ / _______________________________ L__ PROJECT NUMBER: DRAWN BY:GM SCALE:AS NOTED I I DATE:25 NOVEMBER 2016 I I ----------------------- I I I I I I I I I 1 I I I I I I I I I TITLE: - JPLA�N EXISTING 2ND FL EXISTING 2NDFLOOR PLAN SCALE:„4" 1 TACELLI' RESIDENCE -!,-„ 391 GREEN DUXES DRIVE . .. WEST HYANNISPORT,MA 02672:ir I FOQ'P0 \5�J�Q 1125� EXISTING WEST ELEVATION SCALE:1/4-V-D" 1 ® PROJECT NUMBER: DRAWN BY:GM SCALE AS NOTED DATE:25 NOVEMBER 2016 TITLE::' EXISTING FRONT ELEVATION ■ EXISTING SOUTH ELEVATION SCALE:1/4"=V-0" 2 1 X2I- LEGEND: ZONE: CDT Cedar Tree RB HT Holly Tree FF FI 1R.3 Area (min.) 43,560 SF DT Deciduous Tree F.G. EL. 17.5• — *Final Foundation din To Be Fronta e (min) 20' oor ina e , andsca- Plan Width min) 100' Se CT Coniferous Tree ri rl Front 20' EL. 14.25 Utility Pole TO BE CONRRMm Side 10' OR TO ANY Wt7RKRear 10' JEL. 1 PROPOSED q #_ _ EL. 13.50 $ g fi'k •� —c— G Electric 13.03 xstin FLOOD ZONE: Septic Tank TO BE 0—Box GWetland Flag PRIOR TO ANY WOW To Be Installed On Zones A10(EL11), B, & C •� Light Post _ - g „• Stable Compacted Bose Community Panel No. s +r , O CB/DH Bedding,"T"s, #250001 0016 D Overhead Wires Inspection Port, July 2, 1992 OHW— & Boffels 25 Elevation Contour DEVELOPED PROFILE OF SYSTEM as Per Title 5 Location Map: NOT TO SCALE 1"=2,000f' ASSESSORS REF.: h Road Buffer zone Calculations: Map 246 Parcels 154 • i P vQ Buffer Zone 50-100' Cra 9 v ll �—' O Proposed Addition 1) 4'xl4' = 56 SF OVERLAY DISTRICT: S82. 07 00 E i�1 Proposed Addition 2) 18' x 21' = 378 SF AP — Aquifer Protection District 75.00 Total 56+378=434 SF \� Hazard — — DIRECTIONS: bood 8 Mitigation Required 434 SF X 3 = 1,302 SFon From Hyannis — Take Main Street to the traffic X � A 2' Mitigation Provided 1,302 SF circle. take the third exit onto Scudder Ave. and a �LE�/• slight right onto Smith Street. Continue straight onto E Criagville Beach Road and left onto green Dunes Drive. Stay left in Green Dunes. Property is on the left just after the tennis court #391. 3 n/f a) o Barbara E. Connolly o d o ;��/ m REFRENCES: o `n Deed C207797 Land Court Plan 15694—F E ELEV. 12' o Lot #47 EMA Zone N p / Association Restriction Doc.# 44541-1 X (Mi Flood Hazard \ / p 0d00•E S8210 .14 w A Existing ptic '� >> O 50.0 / G� F. BVW #3 ,f�j�e' P IC �� Per As ilt 2 .9 100.0 oL N awn RpVI pRuNO� �\ / o \0 v p 18 PROPOSED / ` La n / k 1500 GAL SEPTIC TANK # 391 10.1 I A Q _� G / /, 2 Sty wIf Q Q 000 SAL Sill 1($413ellin atio SEPTIC ILK g BVW #2 Q 9 TO BE RE Vb ,.__Lawn l \ n/f / \Dea i I Green Dunes Beach Asso� PROPOSED MITIGATION AREAS n/f �_. 21 Inc r'o p�Ne Lot 7 l 20 SWEET PEPPERBUSH 2 GAL. 4' O.C. ® Ann L. McKeon Tr. red i 24 NORTHERN BAYBERRY 3 GAL. 4' O.C. Lot Ar / / ,, ( I I < I/ SURROUNDING GROUNDCOVER TO BE / 3 ,900sf U land j MAINTAIN BY ANNUAL MOWING TO _22Co r\ a PREVENT INVASIVE SPREAD Lowh 200 C\._.._._._. 40 40"E I Garage �g Lot _J Paved rive Lo�ation "^) ! Wetland flagged by ,,, N ;�, � B. Hall on 9/21/2016 �6 � I � Slab t, ....i. •.� GR S 20' Way 1 I 19.0 I, ^ BVW # reed _ S72' 35' 10 O \ S72' 3 14"E 100 ` 129.50 � I -- 70.56 S72' 35' 10"E / s I 209.00 Ors n/f Francis E. & Joan M. Ohara Revision: Move Some Mitigation Area to the North. 1211512016 Revision: Add Provided Mitigation Area. 1215120161 TITLE: Site Plan PREPARED BY.• PREPARED FOR: NOTES: 1.) The property line information shown was 01) Proposed Improvements • Engineering & Elizabeth J Tocelli Trust-2004 m compiled from available record information. 49 High Ridge 2.) The topographic information was obtained y At consuiting, Inc. Franklin MA 02038 from an on the ground survey performed on ivan1 Green Dunes Drive 1or 4 between September 30, 2016 and October 39 Gee u es a (508)428-3344 • P.O. Box 659 . 7 Parker Road, Osterville, MA 02655 ' 2 j Barnstable Centerville , Mass seci@sullivanengin.com • www.sullivanengin.com 3.) The datum used Is NAVD 1988 based on a bench mark on the Chutoni project. Draft: CTR Field: 30 0 15 30 60 120 •►L DA TE. November 21, 2016 SCALE: 1„ = 30' Review: CTR Comp.: Project: 350025 Project: Tacelli