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0139 HOLLY POINT ROAD
o � o a o o 0 4 o d 41 � � � , o �G�-� � �/ � - � Y �� � . ��t �� p_ - � .� ..: c .. M .. _ _ '� z i q _ �.. a e F i .a. {. .. -: • _ _ ,. � _ - _ � .' .l' � y � _ .. :. � �: _ es - � .. I: - ,. .. K.. .. � �� .� ; .. � �.:. _ a .e - � - _ .. �. .. E� v. .. .� .. a 'a - - . . ,. � .. :�. . .e -. � - ., .. � .. � - �. .. .. _ - -.. _ . T �.: ,. �. ... '. '. �. o '� :' _ � _. .�� �:. �: .. , t .�� a . _. -: ., - > �: .. ..: ., , •. �� ., .. ... - - - - � � � y n -- a .�. _ ,. ,� v .. -.,; .. .�� . 'Q .ee° �.:'. Z5q. D 11 ' - 41. a . r L ., - ,F Town of Barnstable - �' BuIIC�ln-w1� zw.`.T.t'1�e�a°r`:'"1 e ?!.�-+..+!TM. ",. ,5 ,.�.r„ -...`"." ""`. 'F• " „+ '1+,7"'.," "�." ', d„ nos 'ra '•"fir' ",,...`.-e`" `' s,"s..""`.' "'...e2 .: ' S .-.'•ate•` g' ,.yem.4 e, . �.,.. � x:4y �"�`..'"Y` d- ^3b:i 0 • �PostThis Card So That rt is Visible From the Street Approved PlansMust be Retained on Job and this Gerd Must be;Kept �",•: Q -MASS. ^x ...Y. r ` s:� .a .r' F r?y�n4} a tx}',c, .' �a k `� t„ `.,z (Posted Until F�nalYlnspection Has Been�Made � ,� ;, �� e,� � ,,,� .', ,�-�.� �, .�Ey1 �,�.;� ;,���t� § ,�,�, .;� l� . � Permit Wfiere,a,Ceitificate of'Occupancy is`Requiredsuch•Bwldmg;shall Not be Occupieduntil�ar�Final�lnspectlon ha's;b'�een made: _= Permit No. B-18-2196 Applicant Name: PATRICK H JACOBS Approvals Date Issued: 08/06/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 02/06/2019 Foundation: Location: 139 HOLLY POINT ROAD,CENTERVILLE Map/Lot: 252-110 Zoning District: RD-1 Sheathing: Owner on Record: SODERBERG,SONJA Contractor Name PATRICK H JACOBS Framing: 1 Ct 8 Address: 139 HOLLY POINT ROAD Uzi Contractor License CS=081040 2 CENTERVILLE, MA 02632 ,, � ��; � � � Est Project Cost: $60,000.00 Chimney: Description: 1-Take down deck and rebuild new with azek decking andtrim. Permit,F e: $356.00 �� S 2-Convert unfinished room off back of houselto a full use sun room _a Insulation: Z 'Fee Paid. $356.00 with new windows,slider,insulation and heat Date 4 1 /?49, 8/6/2018 Final �, a . Project Review Req: s � , -{ ,� . _ to :r Plumbing/Gas „a Rough Plumbing: r Building Official Final Plumbing: ryn _ r Rough Gas: ., This permit shall be deemed abandoned and invalid unless the work authorized by,this permit is commenced within siicmonths;af 6r-ssuance. Final Gas: All work authorized by this permit shall conform to the approved application and the'approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and str'�uctures shall�be in compliance with the localzoning by I�aWs and codes. Electrical This permit shall be displayed in a location clearly visible from access s6 'et,or road an'd shall be maintained open for-publ" inspection for the entire duration of the work until the completion of the same. x Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Bwldmg and Fire-Officials are provided on this permit. Rough: Minimum of Five Call Inspections Required for All Construction Work: ' 1.Foundation or Footing Final' 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. t' Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: . F . o Town of Barnstable Building ., Post:"This Card So That it.is"Visible From;�the Street A.. roved:Plans`IVlust b'e Retained on Job and this Card Must be Kept `� rAEtt$PA�LE. ' tom', ' r x" �.. .' `,'.. fr-x _ pp ,+t .a. #.. _ ;, ., Posted MnOfinal�lnspection HasBeen Made �, � . a . Via, .f' m r". x .." . ny� n ,�;�. ;:' S Permit 7 Where a,Certificate of Occupancy is;RegWtdd.,such:Building shall Not be.Occupied until°arFinal Inspection has}been made. Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT r t,, ", t _. . r w • �' *�.�.-.M«.—.- .. rua,., 4.t,, :,�-.�..', R fit. r s {ter r f 44 a y. Y • {n�b'J.F...+a..hu w".hwYn- n.%�na �'"+....H. '+"��e+'+Ytm�m+eHw.Tsr�' Application rrumber... .... ^. .............. f # (w DSAt39. Pe®it Fee...... ... ..........................Other Fee.......:.........:....... TotalFee Paid..................................................................... TOWN OF BARNSTABLE ......on:....................... Permit Approval by........................... , BUILDING PERMIT .. .................PaC..........,.�. ................:.... APPLICATION .Section I -Owner's Information and Project.Location Project Address 13 9 4+D� �cL. Village Owners Name Sor SQ o(e,r-h:g: — Owners Legal Address 139 4o Il ?o_kv\_f- M . city ��v, �i l2 State ; tM k+ Zip 0':65 2 Owners cell'# 5oa-776 -l0 99( E-mail .So rf 11, 618 . n Section 2—Use of Stragtare Commer�cia] `uucture'over 35,000 cubic feet Use Group ❑ o r- C:) ❑ Commerci�„al S e under 35,000 cubic feet Single/Two Fty Dwelling Section 3—Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Access ry Structure Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar Renovation ❑ Pool f Insulation Other—Specify Section 4-Work Description O T ad �CL ali ,"'O ��' r► :�,' r'oorvt bac c✓inO�o�.1s S l�'cCe� �in<vIal-nn and, 61904 4 T A.d nndabmh 219/2018 r k"t t;'Application Number.................................................... .'''Section 5—Detail Cost of Proposed Construction D Square Footage of Project S7 so. Age of Structure /984 S Dig Safe Number 'Vlo #Of Bedrooms Existing 0_3 Total#Of Bedrooms(proposed) At ZAI • � 110 MPH Wind Zone 6nipliance Method F,�_ MA Checklist WFCM Checklist ❑ Design Section 6—Project Specifics Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑.Fire Suppression Heating System ❑ Masonry Chimney ❑Add/relocate bedroom i Water Supply Public 0 Private i Sewage Disposal ❑ Municipal On Site Historic District Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: Imo;r� I am using a crane ❑ Yes No Section 7—Flood�Zone Flood Zone Designation' Within or adjacent to a wetland, coastal bank? Yes ❑ No Section S—Zoning Information Zoning District Proposed Use Lot Area Sq.Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units(on site) Setbacks Front Yard Required _A 4Proposed Rear Yard „ Required f Proposed Side Yard Required Proposed . Has this property had relief from the Zoning Board in the past? ❑ Yes No Last undated:2/9=19 ar �o rdae 12� 77(p - 9 From: Gilligan,John jilligan@frontiercapecod.com B Subject: Soderberg Date: July 2,2018 at 9:18 AM To: patjacobs78(?P yahoo.corn John E. Gilligan, IV Partner I Director of Sales Frontier Energy Solutions Direct: 774.212.1170 Office: 774.237.0410 frontiercapecod.com REScheck Software Version 4.6.5 3 Compliance nce certificate Project Energy Code; 2015 1ECC €otatlon. Barnstable,Massachusetts Construction Type_ Single-famffy Prot:Type: Addition Climate zone: S 16133 HDD) Permit Date:: Permit Wumbeft Construction.Site: Owner/Agent: Designer./Contractor. k €60104fi€e 4. ®etw Than Code: l AXIM asr sk+ 0 Y0UrvA-Go The+Fi aUSLi fif Nf6fiq�l�tit Ifl bite fli two tau" .EFa2tld4hdu9T t�d#�i-i+lifukfl5 e le bC�S li9raarrai8o ark esreisaw ffi a���Y ucb 'ems hlbl�sa is a miaiFr�eis�hmir. Envelope Assembks Floor 1:AIDMood lolstrrrusstCWer Unconditioned space 225 30.0 0.0 0.8.33 Walt l Wood 1'rarne.16"a_c. 330 21.0 0.0 0.057 12' Wlhd4w 1:VlnyliFaberrglafs rtao'r�Ddubte Pattie With L&Ww E' as 0.290 25- Dear E Glass 40 0.320 13 Ceiling CathedraVCeiling 330 38.0 0:0 0.027 9 Comp ance 5tatem&W 'fate:proposed bWlding design:described Them is consistent with.the Widing plans:snesificatf ,and other cakulatWns submttted with the permit applkation.The il o used building has been designed to meet the 20 5 IECC requirements in RF-Sa''ieck VerWon 4:6.5 and to comply with the mandAbovy requirements 1 $ed irk the RESCheerr:li ection Checklist. J G cf . 7 9 da/B ✓✓Na ma-Tale SS96ature Rat f Project Title: Report slate: Q7'}p2J 8 Data filename:CilUs"ohnYDocumentsl;RF:Scheckl�erberg-139 Holly Roint.Road 2.rck Rage 2 of I i F 1 - 9 S Commonwealth of Massachusetts Division of Professional.Licensure Board of Building Regulations and Standards r4t "-'Consr_ . in Supervisor :S-081040 F ••> Epires:04104/2020 PATRICK H JACOBS y% 28 WHITTIER©RIVE DENNIS MA 02638 Commissioner CIL �/��m�anu�e¢lC/�g?c�Gf¢�¢c�t¢aell6• �w Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE Individual Realstration—�' Expiration 165888— 05/14/2020 r PATRICK JACO13%).— DB/A P.JACOBS CUS_T:.OM CARPENTRY AND REMODELING �w � PATRICK JACOBS 28 WHITTER DR. DENNIS,MA--02638 Undersecretary C�'tME TOWN OF BARNSTABLE PERMIT CHECKLIST ��►`erg Sign off hours for Health and Conservator are $-9:30 a.m. and 3:30 4:30 p.m. A complete permit applicadon includes fiNng all secdons 1-13 1. NEW STRUCTURES/REMODELING/RENOVATION/ADDITIONS ❑ Site Plan showing setbacks of proposed and existing structures 'G-Commercial—One complete set of full sized plans one reduced 11"x17" (plans may require'a stamp by an 4rchitect or e'-^sneer). esidential -i Sets of floor plans no larger than 11"x 17"smoke/co detectors marked Worker's Coin .Affidavit and policy if required) P P Y( q ) ❑ Res Check or COM check from the 2015 International Energy Cod Council (IECC) -Q-Letter of financial Interest for new houses only(not required for rebuild after teardown) —..-e-performance_bond_made_o_ut_for_$4.0.0/fo_ot_of-road-.frontage-(new construction only) 2. DEMOLTION OF A BUILDING (NOT PARITIAL) ❑ Eve g abo e plus shut off letters from following utility companies: ❑ Gas Elec 'cal W ter ❑ Sewer(if required) 3. DECKS/PORCHES/GAZEEBOS/INSULATION/SOLAR/POOLS/SHEDS , Y�'Site Plan showing proposed location fConstruction plans showing framing detail (if new framing), '&-Pools—Barrier details,pool specs (engineers design) Workman's Comp Affidavit and policy(if required) FAMILY APARTMENTS A ❑ Section 1 Plus: 4 11 Family Apartments are subject to approval from the Building Commissioner. Agreement must be signed, notarized and recorded at the Registry of Deeds and returned to the Building Department. r ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gavAia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/organi atiorobdividuan: Pa{Yl L�i�Gtcob� Address: F E). BOX 3 9 q City/State/Zip: a o �t>�` � 0 7�Phone#: 7 N 3 S3 - Cc v 5-:)— Are you an employer?Check the appropriate bow Type of project(required): 1.[] I am a employer with 4. ❑ I am a general contractor and I * have hired the sab-contractors 6. El 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' 9. ❑Building addition [No workers'comp.insurance comp.Msurance.t required.] 5. ❑ We are a corporation and its 10.gElectrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions l£m se o workers' comp. right of exemption per MGL y [N p 12.0 Roof repairs insurance require ]t c.152,§1(4),and we have no —em .ployees [No workers'' - 13.❑Other _ comp.insurance required.] *Airy applicant that checks box#1 must also fill out the section below showing their workers'compensation policy mformafion. 1 t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. �Contraetors that check this box must attached an additional sbeet showing the name of the sub-contractors and state vybetber 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 isproviding workers'compensation insurance for my employees Below is thepolicy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: Cit3'/StatD/Zip: 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 certi un th airs and penalties of perjury that the information provided above is true and correct± signattne• Date: / Phone#: -7 Official ase only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.PIumbing Inspector. 6.Other Contact Person: Phone#: 4 Application Number........................................... Section 9 .Construction Supervisor r Name �a�1.(L ZSQ cb l iv S Telephone Number -77 N- 3 5-3-(� S� Address P C: 9 o)( 3gLt City Y- Po State wxy4- Zip 0,_\&7S'' License Number 0b1 D q D License Type LS r'166X(�iration Date y Ll L0,9-0 Contractors Email a 'a co(OE 7 a GL oo . Cc? 0_1 Cell# -7 7y- 37573 G I understand my responsibilities under the rules and regulations for Licensed Constuc(ion Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction' ection specific inspections an �. �P procedures,sp msp d i documentation r7, 78 the Town of Barnstable.Attach a copy of your license. Signature Date r Section-10-Home Improvement Contractor l . Name_&+g-2(C- 1!W10S _ Telephone Number • -7 7y- 35-3 6 Address R d k 31YY City Y- Poft State _111rA- -zip 02z(, 7, -- Registration Number /l9 S�_h g& Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts Stp Building Code. I understand the construction inspection procedures,specific inspections and documentation required 80 and the Town of Bamstable:Attach a copy of your H1C... Signature Date. Section 11-Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE a; Signature Date G /g Print Name Telephone Number __-77y- ys�-Y,695-.,-1- E-mail permit to: 0a_ho. (_o.lo S' 78 (LP YO,A oo, Gcr.—I mmPInio Section 12 —Department Sign-Offs Health Department © Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ i Fire Department 0 4 � 1 Conservation For commercial world please take your plans directly to the fire department for approval F Section 13—Owner's Authorization as Owner of the-subject property hereby } authorize V to act on my behalf in all matters relative to'work authorized by this building permit application for: (Address-of job) ' Signature of Owner t date Print Name t E } .. I 1 ' r f { Y i ' III � f t Last mdetmk 2192018 139 Queen Anne Road Harwich, MA 02645 Office: 774-237-0410 Frontier Energy Solutions, Inc. Web:frontierenergysolutionsinc.com Certificate of Insulation Work Job Site `. � •J S Address: Crew Members on Site:S _ 139 Holly Point Road Centerville, MA 02632 Description of W! rk Location: Square Feet: Material: R-Value: Slope 330 Closed cell 38 Walls 330 Closed cell. 21 Floor 225 Closed cell 30 Wall 20 Firberglass 15 R-Values per inch:Cellulosejoose:3.7,Cellulose,Dense Packed:3.2,Fiberglass:3.0,Poly-iso board:7,Closed Cell foam:6.5 Air Sealing Completed: Attic Access Treated: Blower Door Results: 0 Attic ❑ Pull Down Stairs Pre-Work Test: ❑ Basement ❑ Hatches Post-Work Test: ❑ Living Space ❑ Doors ❑ No Blower Door Test ❑ None Notes: certify that the address listed above was insulated as described on this certificate, a a Il work was performed and installed in accordance with state and local building codes Job Foreman / Date., k ®BoiseCawmde Double 1-3/4" x 5-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam1R13O4 Dry 1 span I No cantilevers 1 0/12 slope September 6,2018 11:31:27 BC CALC®Design Report Build 6536 File Name: P Jacobs_139 Holly Point 2 Job Name: Soderberg Description: Designs\RB04 Address: 139 Holly Point Road Specifier: jlm City, State,Zip:Centerville, MA Designer: _ Customer: Pat Jacobs Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure .{ b d — Completeness and accuracy of input must L be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design • • • properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with e current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 1-1/2" (800)232-0788 before installation. b minimum=4" d=24" e minimum= 1" BC CALC®,BC FRAMER®,AJS- ALLJOISTO,BC RIM BOARD-,BCIO, Connection design assumes point load is top-loaded. For connection design of side-loaded BOISE GLULAM- SIMPLE FRAMING point loads, please consult a technical representative or.professional of Record. SYSTEM®,VERSA-LAM®,VERSA-RIM, PLUS®,VERSA-RIM®, All,FastenMaster screws maybe installed from one side of multiply Versa-Lam beams. VERSA-STRANDS,VERSA-STUD®are Member has no side loads.., .trademarks of.Boise Cascade Wood Connectors are: FMTSL338 Products L.L.C. V Boise Cascade , . Double 1-3/4" x 5-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam1RB04 1 Dry 11 span I No cantilevers 1 0/12 slope September 6, 2018 11:31:27 BC CALC®Design Report Build 6536 File Name: P Jacobs_139 Holly Point 2 Job Name: Soderberg Description: Designs\RB04 Address: 139 Holly Point Road Specifier: jlm City, State, Zip:Centerville, MA Designer: Customer: Pat Jacobs _ Company: Shepley Wood Products Code reports: ESR-1040 Misc: ' �o 12 �J�_111 .1 ! 111111111 ! 11111111111111 1 11 �Min✓® kYf V' � �+. 1 .° .' P Bo oa-oo-oo B1 Total Horizontal Product Length=08-00-00 Reaction Summary(Down/Uplift) (Ibs) ` . , Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 551 /0 960/0 B1, 3-1/2" 550/0 960/0 i Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 160% 126% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 08-00-00 15 30 01-00-00 2 Reaction from Desi... Conc. Pt. (Ibs) L 04-00-00 04-00-00 936 1,680 n/a Controls Summary Value %Allowable Duration case Location Pos. Moment 5,293 ft-Ibs 92.6% 115% 4 04-00-60 End Shear 1,473 Ibs 35% 115% 4 00-09-00 Total Load Defl. U199(0.454") 90.3% n/a 4 04-00-00 Live Load Defl. L/312(0.29") 76.9% n/a 5 04-00-00 Max Defl. 0.454" 45.4% n/a 4 04-00-00 Span/Depth 16.5 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 1,511 Ibs n/a 16.4% Unspecified B1 Post 3-1/2"x 3-1/2" 1,510 Ibs n/a 16.4% Unspecified Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240) Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2009. Design based on Dry Service Condition. Fastener Manufacturer:FastenMaster(tm) Page 1 of 2 I Boise Cascade Double 1-3/4" x 5-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam1RB02 D 1 span No cantilevers 0/12 sloe September 6 2018 11:31:27 Dry P I I P P BC CALC®Design Report Build 6536 File Name: P Jacobs_139 Holly Point 2 Job Name: Soderberg - Description: Designs\RB02 Address: 139 Holly Point Road Specifier: jlm _ < City, State, Zip:Centerville, MA Designer: Customer: Pat Jacobs - Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure •I b + d — Completeness and accuracy of input must LI be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design properties and analysis methods. • • • Installation of Boise Cascade engineered wood products must be in accordance with e current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 1-1/2" (800)232-0788 before installation. b minimum=4" d=24" e minimum- 1" BC CALC®,BC FRAMER®,AJSM, ALLJOIST®,BC RIM BOARD-,BCI®, All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. BOISE GLULAM- SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Connectors are: FMTSL338 PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Cascade Wood Products L.L.C. f _ . « . • - 't .., 1. . e s ` ®Boise Cascade Double 1-3/4" x 5-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam1RB02 Dry 1 span No cantilevers 1 0/12 slope - September 6, 2018 11:31:27 BC CALC®Design Report Build 6536 File Name: P Jacobs_139 Holly Point 2 Job Name: Soderberg Description: Designs4RBO2 Address: 139 Holly Point Road Specifier: jlm City, State, Zip:Centerville, MA Designer: Customer: Pat Jacobs Company: Shepley Wood Products Code reports: ESR-1040 Misc: �0 12 �..:,,hia Epp. r.�d '?}`s +� F, s `.Y. :' r a (�✓y ! yr k i t q' P M i BO 08-00-00 B1 Total Horizontal Product Length=08-00-00 Reaction Summary(Down/Uplift) (ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 442/0 840/0 B1, 3-1/2" 442/0 840/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 1160/6 160% 125% 1 Standard Load Unf.Area(►b/ft^2) L 00-00-00 08-00-00 15 30 07-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 2,279 ft-Ibs 39.9% 115% 4 04-00-60 End Shear 1,042 Ibs 24.8% 115% 4 00-09-00 Total Load Defl. U376(0.24") 47.8% n/a 4 04-00-00 Live Load Defl. U575(0.157") 41.8% n/a 5 04-00-00 Max Defl. 0.24" 24% n/a 4 04-00-00 Span/Depth 16.5 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x WM Value Support Member Material BO Post 3-1/2"x 3-1/2" 1,282 Ibs n/a 14% Unspecified B1 Post 3-1/2"x 3-1/2" 1,282 Ibs n/a 14% Unspecified Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum(U240) Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2009. Design based on Dry Service Condition. Fastener Manufacturer:Fasten Master(tm) Page 1 of 2 ®Boise Cascade Double 1-3/4" x 5-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam1RB01 Dry 1 span No cantilevers 1 0/12 slope September 6, 2018 11:31:20 BC CALC®Design Report _ Build 6536 File Name: P Jacobs_139 Holly Point 2 Job Name: Soderberg Description: Designs\RB01 Address: 139 Holly Point Road Specifier: jim City, State, Zip: Centerville, MA Designer: Customer: Pat Jacobs Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure s•-I b - d Completeness and accuracy of input must L� be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design properties and analysis methods. • �—• • Installation of Boise Cascade engineered wood products must be in accordance with e current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 1-1/2" (800)232-0788 before installation. b minimum=4" d=24" e minimum= 1" BC CALC®,BC FRAMERS,AJS- ALLJOISTO,BC RIM BOARD-,BCIG, 'All FastenMaster screws may be installed from•one side of multiply Versa-Lam'beams. BOISE GLULAM- SIMPLE FRAMING• Member has no side loads. SYSTEM®,VERSA-LAM®;VERSA-RIM 'Connectors are: FMTSL338 - _ __ PLUS®,VERSA-RIM®, y VERSA-STRAND®;VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. ` t _ ;�t-4 ®BclseCascade Double 1-3/4" x 5-1/2"VERSA-LAM® 2.0 3100 SP Roof Beam1RB01 Dry 1 span No cantilevers 1 0/12 slope September 6, 2018 11:31:20 BC CALC®Design Report Build 6536 - File Name: P Jacobs_139 Holly Point 2 Job Name: Soderberg Description: Designs\RB01 Address: 139 Holly Point Road Specifier: jlm City, State, Zip:Centerville, MA Designer: Customer: Pat Jacobs Company: Shepley Wood Products Code reports: ESR-1040 Misc: t 12 t r ,i I I I i 06-00-00 BO t B1 Total Horizontal Product Length=0"0-00 Reaction Summary(Down/Uplift) (ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 332/0 630/0 B1, 3-1/2" 332/0 630/0 i Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 1160/6 160% 126% 1 Standard Load Unf.Area(lb/ft"2) L 00-00-00 06-00-00 15 30 07-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 1,231 ft-Ibs 21.5% 115% 4 03-00-60 End Shear 721 Ibs 17.1% 115% 4 00-09-00 Total Load Defl. U999 (0.07") n/a n/a 4 03-00-00 Live Load Defl. U999(0.046") n/a n/a 5 03-00-00 Max Defl. 0.07" n/a n/a 4 03-00-00 Span/Depth 12.1 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 962 Ibs n/a 10.5% Unspecified B1 Post 3-1/2"x 3-1/2" 962 Ibs n/a 10.5% Unspecified Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2009. Design based on Dry Service Condition. Fastener Manufacturer:FastenMaster(tm) Page 1 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8".VERSA-LAM® 2.0 3100 SP Roof Beam1RB03 Dry 1 span No cantilevers 1 0/12 slope - September 6, 2018 11:31:27 BC CALC®Design Report Build 6536 File Name: P Jacobs_139 Holly Point 2 Job Name: Soderberg Description: Designs\RB03 Address: 139 Holly Point Road Specifier: jlm City, State, Zip:Centerville, MA Designer: Customer: Pat Jacobs Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d — Completeness and accuracy of input must LI be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design properties and analysis methods. • �—• • Installation of Boise Cascade engineered wood products must be in accordance with e current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=7-7/8" (800)232-0788 before installation. b minimum=4" d=24" e minimum— 1" BC CALC®,BC FRAMER®,AJSTM ALLJOISTS,BC RIM BOARD-,BCIO, All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. BOISE GLULAMTM SIMPLE FRAMING Member has no side loads.. SYSTEM®,VERSA-LAM®,VERSA-RIM + PLUS®,VERSA-RIM®, Connectors are: FMTSL338 - VERSA-STRANDS,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. ,, ®Boise Cascade Double 1-3/4",x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\R1303 Dry 11 span No cantilevers 1 0/12 slope September 6, 2018 11:31:27 BC CALC®Design Report Build 6536 r File Name: P Jacobs_139 Holly Point 2 Job Name: Soderberg Description: Designs\RB03 Address: 139 Holly Point Road Specifier: jlm City, State, Zip:Centerville, MA Designer: Customer: Pat Jacobs Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 t 1 r, 16-00-00 BO B1 Total Horizontal Product Length=16-00-00 Reaction Summary(Down/Uplift) (Ibs) - Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 936/0 1,680/0 B1, 3-1/2" 936/0 1,680/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 160% 126% 1 Standard Load Unf.Area(lb/ft"2) L 00-00-00 16-00-00 15 30 07-00-00 Controls Summary Value %Allowable Duration case Location Pos. Moment 9,874 ft-Ibs 40.4% 115% 4 08-00700 End Shear 2,197 Ibs 24.2% 115% 4 01-03-06 Total Load Defl. U424(0.439") 42.4% n/a 4 08-00-00 Live Load Defl. U661 (0.282") 36.3% n/a 5 08-00-00 Max Defl. 0.439" 43.9% n/a 4 08-00-00 Span/Depth 15.7 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 2,616 Ibs n/a 28.5% Unspecified B1 Post 3-1/2"x 3-1/2" 2,616 Ibs n/a 28.5% Unspecified Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2009. Design based on Dry Service Condition. Fastener Manufacturer:FastenMaster(tm) Page 1 of 2 139 Queen Anne Road Harwich, MA 02645 Office: 774-237'0410 Frontier'Energy Solutions, Inc. Web: frontierenergysolutionsinc.com Certificate of Insulation Work Job Site Cr w Members on Site: �t� , GSitig" b z " Description of Work Location: Square Feet: Material: R-Value: 2-0 R-Values per inch: Cellulose,loose: 3.7,Cellulose, Dense Packed: 3.2, Fiberglass: 3.0, Poly-iso board: 7,Closed Cell foam:7 Air Sealing Completed: Attic Access,Treated: Blower Door Results: U Attic U Pull Down Stairs Pre-Work Test: _ l�sement ❑ Hatches Post-Work Test:_`___ Living Space U -Doors 1-4--No Blower Door Test Q None r Notes: 3 certify that the address listed above was insulated as described on this certificate, th, all work was performed and installed in accordance with state and local building codes. `t ob Foreman TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ; f Map � Parcel � � o Application # Health Division Date Issued Conservation Division Application Fee ' J Planning Dept. Permit Fee "I o Date Definitive Plan Approved.by Planning Board Historic - OKH _ Preservation/ Hyannis �l4r�i� S>�✓� Project Street Address 3q 4)IN f n Village C .Owner SO n J Address � Telephone 77H- q7®" 6305::: Permit Request V a LA+ L&Z 1iv in V-oom, a(\J- Lwyuq man, © �1 e Lo y\o ul c&ko� ar-A o\�e oa_ arm Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning-District Flood Plain Groundwater Overlay Project Valuation OW''Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: 3 existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size- Attached � � Attached garage: ❑ existing ❑ new size —Shed: ❑ existing ❑ new size _ Other: __ :!E� : - Z Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number ' 77qf Address P O• PDX 3 49 License# es ��!Oq C) YGtrd►'�O Pow , M�A- as(07 Home Improvement Contractor# Email D a 'j 1(2 LS Z�R c e k oo r o wt Worker's Compensation # rr� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO G`li S SIGNATURE - DATE 15 r FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER , S rkf DATE OF INSPECTION: >� FOUNDATION -i FRAME INSULATION �t 4 , FIREPLACE I. ELECTRICAL: ROUGH - FINAL t PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING .uo r# DATE CLOSED OUT y ASSOCIATION PLAN NO. r a +The Conmionwenh*ojf rac-tom , Office qfbrPezVs 600 WaskingiaA.SYreet Boston,MA 02M '. wEvium�g���a Wwlers° CampensafrmInsumce Affidwit derslcuntr�. �� ers AppVmnt lufm7matioII please print Y TA cabs Addyt " Q D- k City ig aew�vv►��Q rv1 t4 6 Phi 7?if 3S r.6 Are you an employer?Checkthe appropriate bma Type of project(require* _ I_❑ I am a employer with. 4. ❑I am a general coafmctur and I • emglogew(fa11 aaadfor gam-time). * 'have hired tfze sub-cow 6- ❑New eonstuction 2y&L=a sale gropsietar orpastaw- fined onthe attached sheet 'I_ ❑Remodeling and have employees. These sib-•contractars have P i emplayew andhave worirrrs' 9- ❑Demolition wa rming for ss�.ein,any capacity. . [No 'comp.insnrznce comp.in=mrwl-# g. ❑Rn,�addition ] 5. We are a=porativa and its 16❑Mechiad repairs or ad�ars officers have eserc ised t fizeir 3_❑ Iamahrameov�er al�waalc 1L Pdu� ails or adchii�� oas ❑ g� raym if[No 'oomp- dght of esJempEan per MO- 17❑Roofrepaim in�requimd_]E ' . c-M JIM andweinwena employees_[NOw�' 1�_❑'£?flier cam,insurance required_] •�YBPF��accheds'boszl�rstaLSaffia�£thesectioabeiaa shaRiagffieawa�Ces'rn�esatiaspoyepi � , #�ar��m suha�ffris s�dasa`ig ti�eg��a]E�sa�c s�tbteahae antsidec�nrs�st saStmitanew�daest sadi fcb=3 ff=dbecftIaS box must atta EMsdditi—I sheet dwMiagtLen—oflHesas-c r®dstgewhedusar=Vnsee dine ' �F 7fthes�5-cto�asha�e emgTa�ees,�ierm�st�aviaerhea '�.g��� ' I am all eUipar tliatis pral2elircg rvQrkets'ca�p,errsrd€Qet ucsraraacsor cmp£a} BeIaav is i�heprrlicy axd}ala sz�� Tone CompanpName: Faficy 41or Self-ice€Iio.�- ExpiotiaaBate: Job Sift Addtes Citgl5tafe{ .�p Bch a copy cif the workers compensafionpoRcg deciara4ion page(showing the policy number and expiration date. Failure to se=-e coverage as re;quised nudes Section 25A of MM m 1:527 dm lead to Sze imposiifiion of eainniiial penalises of a fine up to SUOa OD and/or one-gearimpdsonaent as Well as civil peaslties n the fora cLf a STOP WORK ORDIRand a fme of up io$25GM a&y agatast fine violatflr. Se advised that a copy-of tlk stdemeai maybe forwarded to tine Office of Imrestcgaliaas ofthe DIA for fi=mw coverage verificafion. Ida her,*cw* eUa t=q$erjrWy fhatfiis mforwrutionpromW above i€bate need correct Phone rk t 2id d am only. 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OF �■:l al�1■1 ■. •1 . • ■i■ ■ _• ■■ .•lien • n .lGai. 1 n al a 1I .a n u� - at a Onr- • .•-.■_.n•n .: a root ••a _.. ..n: a _u• r.a u 7 n n- r ant 1 iil nm•.r ••u ■ •• 1 • •��■ is.t 1■ i `•■a tl 1 a 1 nr• - r�JI■tr rile - .i•• ►:a MIN It -II• •l•�l •i:f a��• •■ a plt t na ■■.. 1 l■■ .:a■• la �a .■ •l ■7.a a•l /�►wY.\ _ta■ nl.-�! .■ Il- ■a wN ■ ..l a r.:til •• t .1.- a••1 •r• • a- to•. 1 1. a. •:drl •�•w.I• rnn.►l •/ n d/./r a•• r:n. _ a •• r[. a n•.• 1 a a 7- nl noel - ■=+nl a • ►�. �+ i . it a.• 1 ut • ilI�a • I ". _i . :..a a .n ..vn'.w a r•nn■� w_ •as m :• ��■.� - ■•n - r^r r • wa ir• a.V.ant: ►aa n a tim t ■• ■a •:n - • i:un 1 a- On • t •�+ti• :n■. -•at • .•- n n_n •• n :l _n.= a •n ra•.� .n■n :n• l.• 1 ••• ._• .0 ••w••I• . a a ■• ■ytr_a l• J• ■w r.1 �■- �■•I nl z ■a =,.w r .•a■n■- .n/ r. ■tern. 1•:Ira ■n:■ a ■■laty� s a c■ w r y 70 l� so n 3 a MBolseCascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof HeadeARB03 Dry 2 spans I No cantilevers 1 0/12 slope August 11, 2016 09:36:37 BC CALCO Design Report 01-04-00 OCS Build 4516 File Name: P Jacobs_139 Holly Point Job Name: Soderberg Description: Designs\RB03 Address: 139 Holly Point Road Specifier: jim City, State,Zip:Centerville, MA Designer: Customer: Pat Jacobs Company: Shepley Wood Products Code reports: ESR-1040 Misc: �0 12 11 1 1 i l 1 11 04-00-00 10-00-00 BO 1311 132 Total Horizontal Product Length=14-00-00 Reaction Summary(Down/Uplift) (ibs) Bearing Live Dead Snow wind Roof Live BO, 3-1/2" 1,360/0 2,586/0 B1, 3-1/2" _ 618/0 998/0 B2,3-1/2" 110/0 155/0 Live Dead Snow Wind Roof Live ocs Load Summary Tag Description Load Type Ref. Start End 1000% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft"2) L 00-00-00 14-00-00 15 30 01-04-00 2 Reaction from Desi... Conc. Pt. (Ibs) L 00-10-00 00-10-00 1,674 3,120 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 2,361 ft-Ibs 14.7% 115% 7 00-10-00 Neg. Moment -1,027 ft-Ibs 6.4% 115% 9 04-00-00 Neg. Moment -1,027 ft-Ibs 6.4% 115% 9 04-00-00 End Shear 2,358 Ibs 32.5% 115% 7 01-01-00. Cont. Shear 1,106lbs 15.2% 115% 9 03-00-12 Total Load Defl. U999(0.011") n/a n/a 8 09-08-06 Live Load Defl. U999(0.007") n/a n/a 11 09-08-06 Total Neg. Defl. U999(-0.002") n/a n/a 7 05-04-04 Max Defl. 0.011" n/a n/a 8 09-08-06 Span/Depth 12.3 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x w) Value Support Member Material BO Post 3-1/2"x 3-1/2" 3,947 Ibs n/a 43% Unspecified B1 Post 3-1/2"x 3-1/2" 1,616 Ibs n/a 17.6% Unspecified B2 Post 3-1/2"x 3-1/2" 265 Ibs n/a 2.9% Unspecified Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load Notes Page 1 of 2 Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof Heade[ARB03 Dry 12 spans I No cantilevers 1 0/12 slope August 11,2016 09:36:37 BC CALC®Design Report 01-04-00 OCS Build 4516 File Name: P Jacobs_139 Holly Point Job Name: Soderberg Description: Designs\RB03 Address: 139 Holly Point Road Specifier: jlm City, State,Zip: Centerville, MA 'Designer: Customer: Pat Jacobs Company: Shepley Wood Products Code reports: ESR-1040 Misc: Design meets Code minimum(L/180)Total load deflection criteria. Disclosure Design meets Code minimum(L/240)Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(V) Maximum total load deflection criteria. be verified by anyone who would rely on Calculations assume Member is Fully Braced. output as evidence of suitability for particular application.Output here based Design based on Dry Service Condition. on building code-accepted design Deflections less than 1/8"were ignored in the results. properties and analysis methods. Fastener Manufacturer:TrussLgk(tm) Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable Connection Diagram building codes.To obtain Installation Guide r►I b d or ask questions,please call 1—� (800)232-0788 before installation. a • • • BC CALC®,BC FRAMER®,AJS'"' ALLJOISTO,BC RIM BOARD-,BCIO, BOISE GLULAMTm SIMPLE FRAMING • • • SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are e trademarks of Boise Cascade Wood Products L.L.C. a minimum=2" c=5-1/2" b minimum=4" d=24" e minimum= 1" Connection design assumes point load is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Member has no side loads. Connectors are: FMTSL338 Bose Cascade. Double 1-3/4" x 14" VERSA-L.AM® 2.0 3100 SP Roof Beam\111301 Dry 11 span I No cantilevers 1 0/12 slope August 11, 2016 08:50:00 BC CALC®Design Report Buird 4516 File Name: P Jacobs_150 Holly Point Job Name: Soderberg j Description: RIDGE Address: 130 Holly Point Road Specifier: jlm City, State, Zip: Centerville, MA Designer. Customer: Pat Jacobs Company: Shepley Wood Products Code reports: ESR-1040 Misc: �° 12 16-00-00 BO g1 Total Horizontal Product Length= 16-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing ...Live Dead Snow Wind Roof Live 130,3-1/2" 1,674/0 3,120/0 B1; 3-1/2" 1,674/0 3,120/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90%0 1150/6 . ,160%0 125% 1 Standard Load Urif.Area (lb/ft^2) L 00-00-00 16-00-00 15 30 13-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 18,091 ft-Ibs 54.2% 115% 4 08-00-00 End Shear 3,020 Ibs 36.6% 115% 4 01-05-08 Total Load Deft. U380 (0.491") 47.4% n/a 4 08-00-00 Live Load Defl. U583 (0.32") 41.2% n/a 5 08-00-00 . Max Defl. 0.491" 49.1% n/a 4 08-00-00 Span/Depth 13.3 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member. Material BO Post 3-1/2"x 3-1/2" 4,794 Ibs n/a 52.2% Unspecified 61 Post 3-1/2"x 3-1/2 4,794 Ibs n/a 52.2% Unspecified Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum(U240) Live load deflection criteria. -Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on.Dry Service'Condition. Deflections less than 1/8"were ignored in the results. Fastener Man ufacturer:TrussLok(tm) Page 1 of 2 . Boise Cascade Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Roof Beam\R1301 Dry 11 span I No cantilevers 1 0/12 slope August 11, 2016 0850:00 BC CALCO Design Report Build 4516 File Name: P Jacobs_139 Holly Point Job Name: Soderberg Description: RIDGE Address: 139 Holly Point Road Specifier: jim City, State,Zip: Centerville, MA Designer. Customer: Pat Jacobs- Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure r►I b d Completeness and accuracy of input must L be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based C on building code-accepted design properties and analysis methods. • �—• • Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable e building codes.To obtain Installation Guide or ask questions,please call a minimum =2'' c= 10" (800)232-0788 before installation. b minimum =4" d =24" e minimum'= 1" BC CALCO,BC FRAMER®,AJSTM', ALLJOISTO,BC RIM BOARDTM,BCIO, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. BOISE GLULAM- SIMPLE FRAMING All TrussLok screws may be installed from one side of multiply Versa-Lam beams. SYSTEMO,VERSA-LAM&,VERSA-RIM Member has-,no ,VERSA-RIM&,no side loads. > VERSA-STRANDO,VERSA-STUD®are Connectors are: FMTSL338 trademarks of Boise Cascade Wood Products L.L.C. 1 r ` s Anderson, Robin From: Gallant, Therese <gallantt@barnstablepolice.com> Sent: Thursday, June 14, 2018 1:53 PM To: Anderson, Robin Subject: 139 Holly Point FYI, Sonja Soderberg, 508-776-6996. Therese M. Gallant Barnstable Police Department Consumer Affairs Officer Office: 508-862-4667 Confidentiality Notice I This email message,including any attachments,is for the sole use of the intended recipient(s)and may contain confidential, proprietary, legally privileged and/or CORI information.Any unauthorized review,use,disclosure or distribution is prohibited. If you are.not the intended recipient or have received this email in error,immediately contact the sender by reply e-mail and destroy all copies of the original message.This email message may be monitored by the Barnstable Police Department. I R 1 �S TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION � TOWN Or BARN Map oZ s 2 Parcel �I Appli cat ion # r! SCP — nM 3 Issued l Z- Health Division Conservation Division Application Fee Planning Dept. Df�/1�1 ��ermit Fee Date Definitive Plan Approved by Planning Board ,n 9 l� JIL Historic - OKH Preservation / Hyannis �J / Project Street Address Village C&IkrV111e Owner K l cih (=r��f 5 �r� Address Telephone 7 4 SaI- INS Permit Request s �`rL �-� $ah9/lc �/2�'c ayt kjki.�^ EJ•L�@ALIh% �Cn+D✓LC21ye�OL-tli< ew 64b@vet + �9MPf. (-COL/) l�nGfuk 4,Mo(LG 7 Coy <ti� aria �n SGG Square feet: 1 st floor: existing proposed 2nd floor: existing I��A proposed Total'new Zoning District CZyi '-� Flood Plain Groundwater Overlay Project Valuation A 6,OW Construction Typev Lot Size 31 A,r,,> Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes A No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl *,*Walkout ❑ Other Basement Finished Area(sq.ft.) RuN> x�t Basement Unfinished Area(sq.ft) 40D !U1 Number of Baths: Full: existing_ new Half: existing )e new Number of Bedrooms: 11 existing Zew Total Room Count (not including baths): existing ��new�_First Floor Room Count 6 Heat Type and Fuel: �Gas ❑ Oil ❑ Electric ❑ Other Central Air: &(Yes ❑ No Fireplaces: Existing INew Existing wood/coal stove: ❑Yes �(No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: 56xisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: h )(If. Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �A►SUE L N an Telephone Number �7`� _�2 -7ff Address (0 2 CP '$I USJ!?� - License # fan n Home Improvement Contractor# 1 Li762 G 26 3 Z Worker's Compensation # t1` & ALL CONSTRUCTION DEBRIS RESULTING (FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE `A 11,21— FOR OFFICIAL USE ONLY ARPLICATION# DATE ISSUED MAP/PARCEL NO. c ADDRESS VILLAGE OWNER 3 DATE OF INSPECTION: FOUNDATION FRAME ` INSULATION f FIREPLACE � 3 ELECTRICAL: ROUGH FINAL t `+ PLUMBING ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDINGt�I DATE CLOSED OUT ASSOCIATION PLAN NO... ,1 Town of Barnstable oFt►,E r� _ • ti o _ Regulatory Services BMMSTAsLE, : Thomas F.Geiler,Director Mass. - 039. a`�� Building Division FD MA'I i Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village. "HOMEOWNER name home phone# work phone# CURRENT MAILING ADDRESS: city/town' state zip code ` The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who'does not possess a license,provided that the owner acts as. supervisor DEFINITION OF HOMEOWNER'- Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended_to be, a one or two-family dwelling,attached or detached structures accessory to such use"and/orfarm structures. A' person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109:1A),.= ' l The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other , applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies,that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner ` Approval of Building Official Note: Three-family dwellings containing 35,000#6ubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION : The Code states that: "Any homeowner performing work for which a building permit is required shall be'exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,; Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with;a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. s To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, , that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this.issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt the r Town of Barnstable _ Regulatory Services * BARNSTABLE, + Mass. g, Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 . www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder L.�a �► as Owner of the subject property hereby authorize S�r.�lxt— to act on my behalf, in all matters relative to work authorized by this building permit. j.35 MA ©2G32 (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 i tions are f ed and accepted. . f Signature of Owner Si afore of Applicant Paint Name Print Name PL13� 1 Date QTORMS:OVJNERPERMISSIONPOOLS 6/2012 s /// �ar.Uaao. �aa �� ac��velta License.or registration valid for individul use only Office of`�onsumer Airs sine's egu a on .. HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration 5:,947624 TYPe: , Office of Consumer Affairs and Business Regulation iration ._ 10 Park Plaza-Suite 5170 Exp 7/25/2013 Individual Boston,MA 02116 S' - ROOM SAMUEL NAOOM 76 VANDERMINT LN HYANNIS, MA 02601 _r r Undersecretary - Not valid without signature 'L Al rSsuchusctts- Dcpartnrcnt of,Public Safety Bo.rrd of Building I .� Re.�ulations .intl St.rndards Construction Supervisor License License:'cS 96833 SAMUEL NAOOM 102 CAPN CROSBY RD r. - 'CENTERVILLE, MA 02632 I Expiration: 11/10/2012 i C'ununissiuncr Tr#: 6739 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Pluin Applicant Information ? Please Print Legibly Nalne(Business/Orb nization/Individual): \ J�iL• � tt^ .Address: . 02- City/State/Zip: Cc nkecr.A�e 016 Phone#: �`i—Soil -79;95 7you an employer? Check the appropriate box: . 1 am a employer with 4. ❑ I am a general contractor and I Type of project(required); employees (full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.[&I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling shipand have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' comp. insurance.$ 9. ❑Building addition [No workers' comp.insurance P• required.] _ 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doingall work officers have exercised their 11.[1 Plumbing,repairs or additions myself. [No workers' comp. right of exemption per MGL insurance required.] t. c. 152, §1(4), and we have no 12.❑ Roof repairs employees. [No workers' 1311 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. Contractors 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: N/ A Policy#or Self-ins.Lie.#: W Expiration Date: Wl Job Site Address:_- 4a4 61.4 City/State/Zip: C�� rdl�I C AA oa 612 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$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certiffy}under the pains andpenalties ofperjury that the information provided above is true and correct. Signature X�1 Date: �P`111� Phone#: "7 - 5,1 EE only. .Do not write in this area, to be completed by city or town official . n: Permit(License# hority(circle one): Health 2.Building Department 3. City/Town Clerk 4.ElectricaI Inspector. S.Plumbing Inspector son: Phone#: e'^ mot ' , Town of Barnstable Building Department - 200 Mai Street EARNSTABLE, * Hyannis, MA 02601 MASS. 16 9. . (508) 862-4038 RFD MA'S A Certif icate .d. Occupancy Application Number: '201205420 CO Number: 20130021 Parcel ID: 252110 CO Issue Date: 03113113 Location: 139-HOLLY POINT ROAD Zoning Classification: RESIDENCE 0-1 DISTRICT Proposed Use: SINGLE FAMILY HOME Village: CENTERVILLE Gen Contractor: . NAOOM,SAM Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed TOWN OF BARNSTABLE i ` ���E I B u it g ti 201205420 BARNSTABLE, Issue Dater 09/13/12 Permit 9 MASS A1� Applicant: NAOOM,SAM Permit Number: B 20122246 Proposed Use: SINGLE FAMILY HOME Expiration Date: 03/13/13 Location 139 HOLLY POINT ROAD Zoning District RD-1 Permit Type: RESTORE TO SINGLE FAMILY . Map Parcel 252110 Permit Fee$ 35.00 Contractor NAOOM,SAM Village CENTERVILLE App Fee$ 50.00 License Num 147624. Est Construction Cost$ 6,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND (RESTORE TO SF. )REMOVE KITCHEN AREA+2 BDRMS IN BSMT THIS CARD MUST BE KEPT POSTED UNTIL FINAL UPGRADE SMOKE/CO(NO BDRMS IN BSMT) INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: KLEIN,SUSAN E&FREDERIC LEE BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 36 FAR VIEW RUN INSPECTION HAS BEEN MADE. MARLBOROUGH,CT 06447 Application Entered by: JL Building Permit Issued By: .THIS PERMIT'GONVEYSNO RIGHT;TO OCCUPY'ANY STREET;ALLEY''-OR SIDEWALK'OR'AN1"PART THEREOF;EITHER T ORARILYO T Yi•ENCRO CHMENTS;ON PUBLIC PROPERTY,NOT .,i. SPEC&ICALLY.PERMI7"rED UNDER THE BUILDING CODE:f . BE RPPROVED BY THE JURISDICTION.` STREET OR ALLEY,GRADES AS.WELL AS DEPTH AN_D LOCATION OF PUBLIC SEWERS--MAYBE OBTAINED FROM THE.DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE'OP THIS PERMIT D OES^NO RELEASE.T]-IE APPLICANT FROM-THE CONDITIONS OF ANY APPLICABLE SUBDIVISION' RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS.ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS r/-Z6r-46 Wes o)l/7dy� Q' 2 2 � l jV c�-' 2�f'C l / 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health f • } ` ss Can i ' i 7 I d9f1 f . 2Cx MASSACHUSETTS UNIFORM APPLICATION FOR A PERMIT TO PERFORM PLUMBING WORK CITY S L MA DATE 13 AAJJ IT, PERMIT# aQl X JOBSITE ADDRESS U OWNER'S NAMEFq POWNER ADDRESS TEL FAX .TYPE OR OCCUPANCYTYPE COMMERCIAL EDUCATIONAL ® RESIDENTIALg . PRINT PLANS SUBMITTED: YES NO® CLEARLY NEW:® RENOVATION:® REPLACEMENT:®. FIXTURES I FLOOR- BSM . 1 2 1 3 4 5 6, 7 8 9 10 11 12 13 14 BATHTUB - - CROSS CONNECTION DEVICE -- DEDICATED SPECIAL WASTE SYSTEM - DEDICATED GASJOIUSAND SYSTEM -- DEDICATED GREASE SYSTEM DEDICATED GRAY WATER SYSTEM - - DEDICATED WATER RECYCLE SYSTEM _ - - DISHWASHER - DRINKING FOUNTAIN FOOD DISPOSER FLOOR/AREA DRAIN INTERCEPTOR(INTERIOR) KITCHEN SINK - LAVATORY - - -- " ROOF DRAIN - — - - - - - - SHOWER STALL SERVICE/MOP SINK TOILET - URINAL - -- - WASHING MACHINE CONNECTION - WATER HEATER ALL TYPES _ ___ - - - - WATER PIPING - - _-- - ....- -- -- -- - - - -OTHER I C - - - - - INSURANCE COVERAGE: I have a current liabili insurance policy or its substantial equivalent which meets the requirements of MGL Ch.142 Y .a NO © . 1F YOU CHECKED YES,PLEASE INDICATE THE TYPE OF COVERAGE BY CHECKING THE APPROPRIATE BOX BELOW 1 Z LIABILITY INSURANCE POLICY OTHER TYPE OF INDEMNITY ® BOND © j. OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter t`42 of the a Massachusetts General Laws,and that my signature on this permit application waives this requirement - r - CHECK ONE ONLY: OWN 9R 0 ALIT SIGNATURE OF OWNER OR AGENT Q I hereby cert'rfy that all of the details and information I have submitted or entered regarding this application are true and accurate to the best of myi wle dga and that all plumbing work and installations performed under the permit issued for this application will be in complia e 'h all Pertinent provision of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. PLUMBER'S NAME LICENSE# 1,ram. SIGNATURE Mt JP CORPORATION#=PARTNERSHIP #r� LLC�# NY NAME ADDRESS CITY STATE ZIP 2 TELOL -, FAX CELL EMAIL es S t ' �_. '+",mow. "'_�+.�.-e-+ �. .•.;l^^T^'�t-.z1`c..T�.ue..,,- 4. u`^ a`;i. ^ ' K• s u + 3 a t • �, �� ."i'.�a'�' a:.« �...'$T_'� {''� ' c x _ F _ ' S v g° V t5Z.-1 t�L ~. - �'2 z. „ - k 1 �" AV"— OF MABSq 'A[FiUG( 74 �a7Q G p t> _,_ ION --.- �SStO Lr� 9 q C RESIDENCE MODIFICATIONS ' MICHELE lCUDILOt 'P :E R� ; Consulting "Struct,uraI Engineer Centerville, Massachusetts 02632-1979 (508)771=,7601 „ Drawn By: MC Date: 10/23/12 139 HOLLY POINT ROAD Drawing CENTERVILLE; MA scale: As NOTED Rev: o File Name: Project No.:202-172 Law Office of JEFFERY JOHNSON, ESQUIRE 1550 Falmouth Road,Suite 4C Centerville,MA 02632 (508)790-5776 Telephone .(508)7.75-1.945 Facsimile Jeffery Johnson,Esquire George W:Miller,Esquire July 28, 2007 Linda Edson, Amnesty Apartment Investigator Building Department Town of.Barnstable 200 Main Street Hyannis,MA.02601. Re: Se1ma.Linsky,,139 Holly Point Road, Centerville DearMs Edson: Please be advised-that I have,been retained to assist Mrs. Linsky with regard to your demand letter of July 16, 2007. I will be away until August 6, 2007. Upon my return I will give you a call to discuss Mrs. Linsky's situation. I am confident that we can work something out. Sincerely; _ J e In CC: Mrs. Linsky 3 , }r ... _.... - _.. moo..� _ -..... .�......-..�..� -.�.3Y.-. JbWy Johnson, Esquii� i iFgimauth Road;--'"''�. : .. " - USAFitst-Class _�___� _ t y y } y } '� 1 }.� � � �1� 1F � J � � ifi � I � �f � il��il� 3 � - �� � � �� `�� ,,� . _ .. _. _ .� � � ` �,, '� �, ,� ,� , :}.. � ... .. i ..� ' �I - � "`,s l _ •-�. W.i4_... ,�. �t �. � 4' . ...� ' a. �,� ,� ,� fir,.. � ' v �n >� ....r � ,4 � 'i .s+ 4 is a''. ..�... '�,._ �: ..r - � _ 'r��� I oFt T Town of Barnstable * Regulatory Services 9 MASS. g Thomas F. Geiler, Director �AtFD 39. 6.� Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4024 Fax: 508-790-6230 July 16, 2007 Mr. Selma Linsky 139 Holly Point Road Centerville MA 02632 Illegal Apartment: 139 Holly Point Road Centerville, MA 02632 Map: 252 Parcel: 110 Our records indicate that your house at the above-referenced location is currently being used as a multi-family home, which is contrary to Barnstable Zoning Ordinances. Violation of zoning ordinances is a misdemeanor, conviction for which results in a criminal record. You must contact this office within 14 days to either: • Apply for a building permit to restore the property to a one-family home • Apply to the Amnesty Program • • Prove that this is a legal multi-family home. Please contact this office immediately to tell us what direction you wish to take. S' cer Lin dson Amnesty Apartment Investigator Building Department gforms:zoning3 ,,;, -farcel Detail Page 1 of 2 m J 3 Lagged In As: � �' Monday,Ju Parcel Lookup Parcel Info _...... ............. ....._.... Parcel ID;252-110 Developer dot LOT 117 Location 139 HOLLY POINT ROAD Pri Frontage 100 Sec Sec Road . . .._..,, Frontage ........ ......... ..__........ .. ........................_....... ............... ._...... ......... .................. village'CENTERVILLE Fire District C-O-MM .............................. ..... .... __.. ... Sewer Acct Road Index 0731 :� ea Interactive Map 1 e- spa:...:.. s , / Owner Info Land Info .... ...... _ _.. ............ ..__ Acres,.0.31 Use;Single Fam MDL-01 Zoning RD1 Nghbd 0108 Topography Level Road Paved t Utilities;Public Water,Gas,Septic I Location , Construction Info ............ ......... ....... ......... ......... ......... .................................................... Building 1 of 1 Year Roof Ext,, ... Built 11980 . . struct=:Gable/Hip wall iWood Shingle Effect I Roof AC? 2292 Asph/F GIs/Cmp I Type Central Area Cover Int' Bed Style�Ranch Wall' au I Drywall Rooms.3 Bedrooms ;3 .. Intl_.. .. _� Bath;.,,,.�..�,. _�•�,.�.�.._.... $S ,. Model Residential i Carpet 2 FUII Floor Rooms Vlsrm Grade iAVera a PIUS Heat pp Total G �P r•. ! ,,3 ,. g T e Hot Water I Rooms+6 Rooms yp ._...__. Heat{ _.•:• Found- Stories=1 Story Gas Typical Fuel ation 1 http://issql/intranet/propdata/ParcelDetail.aspx?ID=l 8747 7/16/2007 -tercel Detail Page 2 of 2 Permit History __... _.... _....... .__...._.___ Issue Date Purpose Permit# Amount Insp Date Comments Visit History...__ ......... _._. ..... ._.. _...__.___. Date Who Purpose 10/23/2000 12:00:00 AM Paul Talbot Meas/Listed Sales History....__.__. ..._ ..... __.. Line Sale Date Owner Book/Page Sale P 1 10/15/1983 LINSKY, SELMA TR C94004 2 6/15/1980 ABRAHANI, Assessment History __.... _.... .. _.... Save# Year Building Value XF Value OB Value Land Value Total Para 1 2007 $222,200 $13,200 $500 $274,900 2 2006 $202,800 $13,200 $500 $250,700 3 2005 $186,200 $13,200 $600 $229,700 4 2004 $151,800 $13,200 $600 $229,700 5 2003 $149,800 $13,200 $600 $40,400 6 2002 $149,800 $13,200 $600 $40,400 7 2001 $149,800 $13,200 $600 $40,400 8 2000 $103,500 $2,500 $0 $33,000 9 1999 $103,500 $2,500 $0 $33,000 10 1998 $103,500 $2,500 $0 $33,000 11 1997 $125,500 $0 $0 $29,700 12 1996 $125,500 $0 $0 $29,700 13 1995 $125,500 $0 $0 $29,700 14 1994 $111,500 $0 $0 $23,800 15 1993 $111,500 $0 $0 $23,800 16 1992 $126,800 $0 $0 $26,400 17 1991 $130,500 $0 $0 $52,800 18 1990 $130,500 $0 $0 $52,800 19 1989 $130,500 $0 $0 $52,800 20 1988 $99,600 $0 $0 $33,700 21 1987 $99,600 $0 $0 $33,700 22 1986 $99,600 $0 $0 $33,700 Photos http://issql/intranet/propdata/ParcelDetail.aspx?ID=18747 7/16/2007 MLS Page 1 of 3 a _ _ Listing Summary 1 Listing#20707732 139 Holly Point Rd, Centerville, MA 02632* Active (07/03/07) DOM/CDOM:13/153 1 $549,000.(LP) Beds: 3 Baths: 3 (3 0) (FH) Sq Ft: 2800 Lot Sz: 13503sgft* Town: Barn Yr: 1980* F Remarks T. Picture 1 Beautiful Maintained Home in Holly Point. Stroll to Association Tennis & I Beach Rights on Lake Wequaquet In-,*, 1 Law Potential with Four Finished ` Rooms & Full Bath in Walk-Out Lower i Level. Central A/C & Security System i - Hardwood &Tile Floors- Many ; Sky*Lights & Ceiling Fans - 1st Floor Laundry. Formal Living Room- j Cathedral Ceiling Family Room with r Fireplace. Three Season Sun Room �s 4Fi v Additional Pictures 1 x S Fly ?au r PictsreuPict ((............................_......_................_......._...................__....._........._._...................-_....................__......................_.__........_._._.-.._.........................................._........................__......................................._................................................._..._._...._..............................._..........................._ Agent Paul W Gallagher 2 (ID:UONA)Primary:508-362-1300 x24 Secondary:508-280-9777 Office Realty Executives(ID:REAE)Phone:508-362-1300,FAX:508-362-1313 Property Type Single Family Property Subtype(s) Single Family Status Active(07/03/07) Town Barnstable Commission Sub Agent Comm. Buyer Agent Comm. Dual Agent Comm. Dual Var Comm 0% 3% 0% No Facilitator Comm 3% Listing Type Excl.Right to Sell Owner Name Selma Linsky County Barnstable Tax ID 252-110-0-0-BARN Subdivision Holly Point Beds 3 Baths (FH) 3(3 0) Approx Square Feet 2800 Sq Ft Source Owner Estimated Lot Sq Ft(approx) 13503* Lot Acres(approx) 0.310 Lot Size Source (Assessors Records) Year Built 1980* Publish To Internet Yes Listing Date 07/03/07 All Office Remarks Owner can Accommodate an Immediate Closing.Furnishings Available.Call Gallagher to see 508-280- 9777 Directions To Property Huckins Neck to Holly Point to Lakeside Drive East to Holly Point Rd F Listing Page ( Commission-Other NONE 1 Showing Instructions Appointment Req.,Call Listing Office,Yard Sign ................._._..._...............:........................................ ......._......._._._................................................__...............__. .................._...__......_................................__._....-_..........._._._..........._.._..................-_................................................_....._........_........................_.............................. General Page http://ccimis.rapmis.com/scripts/mgrqispi.dll 7/16/2007 MLS Page 2 of 3 Zoning RD1 Year Built Desc. Actual Total Rooms 7 [ Total Levels 1.0 Basement Baths 1.0 Level 1 Baths 2.0 Level 2 Baths 0.0 Level 3 Baths 0.0 Basement Yes Basement Description Finished,Full,Walk Out Foundation Concrete,Poured Foundation Width 72 Foundation Depth 28 Fndation Wing Width 16 Fndation Wing Depth 14 Irregular Yes Lot Depth 0 Lot Width 0 Association Yes Membership Required Yes Annual Assoc.Fee $75 Assoc.Fee Year 2007 Assoc.Fee Includes Beach,Tennis Neighborhood Amen. Beach,Tennis Garage Yes #of Cars #2 Garage Description Attached,Direct Entry,Door Opener I Parking Description Paved Driveway Year Round Yes Separate Living Qtrs Yes Sep Living Qtrs Desc Basement Waterfront No Water View No Convenient To Golf Course,House of Worship,Major Highway,Medical Facility,School,Shopping Miles to Beach .1 -.3 Beach/Lake/Pond Wequaquet Lake Water Access Lake/Pond,Private Beach Description Lake/Pond Beach Ownership Association,Deeded Rights,Private Street Description Paved,Private Interior Page Fireplace Yes Number of Fireplaces #1 Master Bedroom OxO Level:First Floor Mstr Bdrm Features Ceiling Fan,Closet,Private Master Bath,Wall to Wall Carpet Bedroom#2 OxO Level:First Floor Bedroom#2 Features Cathedral Ceiling,Closet,Wall to Wall Carpet Bedroom#3 Features Ceiling Fan,Closet,Wall to Wall Carpet Bedroom#4 OxO Level:Basement Bedroom#4 Features Closet,Wall to Wall Carpet Foyer OxO Level:First Floor Laundry Room OxO Level:First Floor Living/Dining Combo No Living Room OxO Level:First Floor Living Room Features Bow/Bay Windows,Wood Floor Dining Room OxO Level:First Floor Dining Room Features Sliding Door,Wood Floor Kitchen OxO Level:First Floor Kitchen Features Skylight,Tile Floor Family Room OxO Level:First Floor Family Room Features Cathedral Ceilings,Ceiling Fan,Deck,Fireplace,Skylight,Sliding Door,Wood Floor Other Room 1 OxO Level:First Floor http://ceimis.rapmis.com/scripts/mgrgispi.dll 7/16/2007 MLS Page 3 of 3 Other Room 1 Type Sun Room Other Rm 1 Features Cathedral Ceilings,Ceiling Fan,Deck,Sliding Door,Wall to Wall Carpet i Other Room 2 OxO Level:Basement Other Room 2 Type Entertainment Other Rm 2 Features Cedar Closet,Closet,Walk in Closet Other Room 3 OxO Level:Basement Other Room 3 Type Sitting Room Other Rm 3 Features Closet,Wall to Wall Carpet I Appliances Dishwasher,Range-Electric,Refrigerator,Security Alarm,Washer ( Floors Hardwood Tile Wall to Wall Carpet Interior Features Cedar Closet HU Cable TV Dry/HUE HU Washer Linen Closet .... �m....._�_._ _.. ....... _ . ........�...m...... � _,,,....... .... . ........ .._. � ................... m Exterior Style Ranch Pool No I Dock No Exterior Features Outdoor Shower,Deck,Exterior Lighting,Prof.Landscaping, Insulated Doors, Insulated Windows,Yard, Outbuilding . Roof Description Asphalt,Pitched Siding Description Clapboard Mechanical Heating/Cooling 3+Zone Heat,AC Central,Natural Gas,Hot Water jWater/Sewer/Utility Cable,Septic,Electricity,Gas,Town Water Hot Water/Water Heat Natural Gas Legal/Tax `Annual Tax $3228 Tax Year 2007 Land Assessments $274900 I Improvement Asmt $235900 Other Assessments $0 i Total Assessments $510800 Annual Betterment $0.00 I Unpaid Betterment $0.00 To Be Assessed Unknown Mass Use Code 101-Single Family Title Reference-Book C94004 Title Reference-Page 110 Land Court Cert# c94004 Underground Fuel Tnk Unknown Lead Paint Unknown Flood Zone Unknown The listing contract has not yet been validated by MLS Staff. *Denotes information autofilled from tax records. zz Information has not been verified,is not guaranteed,and is subject to change.Copyright 2006 Cape Cod&Islands Multiple Listing Service, Inc.All rights reserved Copyright©2007 Rapattoni Corporation.All rights reserved. http://ceimis.rapmis.com/scripts/mgrqispi.dll 7/16/2007 ar■ter �'* # '� 'c.i� �«�..:`u�', ' s'" r " c ny: 13 --- Holly Point enterville 3 00 j; x� �Qpp�s y 4 C b 139 Holly Point Rd., Centerville 7/23/2007 MLS Page 1 of 3 Listing Summary Listing#20707732 139 Holly Point Rd, Centerville, MA 02632* Active (07/03/07) DOM/CDOM: 131153 $549,000 (LP) Beds: 3 Baths: 3 (3 0) (FH) Sq Ft: 2800 Lot Sz: 13503sgft* Town: Barn Yr: 1980* Remarks .•-. Picture g Beautiful Maintained Home in Holly Point. Stroll to Association Tennis & Beach Rights on Lake Wequaquet In Law Potential with Four Finished '3 Xa�c Rooms & Full Bath in Walk Out Lower Y Level. Central A/C & Security System - Hardwood &Tile Floors - Many Sky*Lights&Ceiling Fans- 1 st Floor Laundry. Formal Living Room - ,� Cathedral Ceiling Family Room with Fireplace. Three Season Si Room Additional Pictures I '�' Y Pictures(13) See Map ......................:.................................................................................._......._................................................................................................._....................................................._..__....................................................................._...........................................................................................................:._......._................._..., Agent Paul W GallagherM (ID:UONA)Primary:508-362-1300 x24 Secondary:508-280-9777 Office Realty Executives(ID:REAE)Phone:508-362-1300,FAX:508-362-1313 Property Type Single Family Property Subtype(s) Single Family Status Active(07/03/07) Town Barnstable Commission Sub Agent Comm. Buyer Agent Comm. Dual Agent Comm. Dual Var Comm 0% 3% 0% No Facilitator Comm 3% Listing Type Excl.Right to Sell Owner Name Selma Linsky County Barnstable Tax ID 252-110-0-0-BARN Subdivision Holly Point Beds 3 Baths (FH) 3(3 0) Approx Square Feet 2800 Sq Ft Source Owner Estimated Lot Sq Ft(approx) 13503* Lot Acres(approx) 0.310 Lot Size Source (Assessors Records) Year Built 1980* Publish To Internet Yes Listing Date 07/03/07 All Office Remarks Owner can Accommodate an Immediate Closing.Furnishings Available.Call Gallagher to see 508-280- 9777 Directions To Property Huckins Neck to Holly Point to Lakeside Drive East to Holly Point Rd Listing Page ( Commission-Other NONE Showing Instructions Appointment Req.,Call Listing Office Yard Sign General Page http://ccimis.rapmis.com/scripts/mgrqispi.dll 7/16/2007 Eng-ixft ' ap 17 1 Parcel Z Permit# o 5— ,. House# Pate Issued 1 i 6 61PM -A� Board of Health(3rd floor)(8:15*=9:30/1:00- ) � r � G� Conservation Office(4th floor)(8:30-9:30/1:00-2:00) nning t.(ls oor/ cho drain. ldg �1ME D iti Plan pro d b lanni Boa 19 N���LLED T BE ANCE (� TOWN. OF°BARNSTAB wIT /IRONMENTAL CODE AND Building Permit Application TOWN REGULATIONS Project Street dress Bie /�'y loll— Project Village lc/v UAL Owner �r �S ' ��(1Qy� �y�,D Address Telephone Permit Request p First Floor ,� �� square feet Second Floor �'�rp� square feet Construction Type Ull c` Estimated Project Cost $ _w Zoning District 167- Flood Plain Water Protection i Lot Size l� S� 1 Grandfathered ❑Yes ❑No Dwelling Type: Single Family CU Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes a�o On Old King's Highway ❑Yes P�No Basement Type: Gull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) • Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No.of Bedrooms: Existing � New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: A Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes [Q(No Fireplaces: Existing .f-S New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached size they Detached Structures: LJ Pool size ❑Attached(size) ❑Barn(size) n ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# - Current Use Proposed Use Builder Information Name Telephone Number �'�Z-P-1of V/ Address G G X &r License# Home Improvement Contractor# 'T Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE.PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO4�25 SIGNATURE DATE 4 BUILDING PERMIT DENIED FOR THE LLOWING REASON(S) >. FOR OFFICIAL USE ONLY .. PERMYT NO. • r i _, - `.. .' - •, r ,• _- « e� �. .� DATE ISSUED r x MAP/PARCEL NO. ADDRESS ? t VILLAGE; ; t •- ' OWNER DATE OF INSPECTION: r t FOUNDATION' t FRAME INSULATION FIREPLACE r` - -- - - --- f jr. ELECTRICAL: + ROUGH FINAL - PLUMBING: ROUGH Ka FINAL . GAS: ROUGH O_ €FINAL Trn FINAL BUILDING 4 ` + f ca • 1 f - + : m C) DATE CLOSED OUT - Qth ASSOCIATION PLAN NO-9 QCU ; E , i , t ; • � �F tME r�ti ' M +- . The Town of-Barnstable MAM • a�axsrnec� • 9e� 1 Department of Health Safety and Environmental Services 'OrEc ram" Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner For office use only Permit no'. Date AFFIDAVIT ,HOME IMPROVEMENT CONTRACTOR LAW 1 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: ) dow ��5���c lll)/� Est. Cost �l/i; Address of Work:— Owner's Name Date of Permit 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 here pply for a permit as the a ent of the owner: Date ftontractor Name Registration No. OR Date ! Owner's Name The Commonwealth of Massachusetts X Department of Industrial Accidents LEI; - Office oflnsestioo lens - � 600 Washington Street ` J Boston,Mass. 02111 Workers' Com msation Insurance Affidavit name: location: V x A • L--y i Ad city L Lr� phone# I am a homeowner performing all work myself. I am a sole ro rietor and have no one workin in any capacity ❑ I am an employer providing workers' compensation for my employees working on this job. ComAanV name. address:.; city. phone#. . insurance co. olicv# " ;: ❑ I am a sole proprietor, general contractor, f homeow_ne (circle one)and have hired the contractors listed below who have the following workers' compensation polices: com an :name: to ©v; !l rr address:<' !J f� ephone# "-4/• — r,r insurance IN .... Y name:. address: city- phone# ilisnrance co: ,�/ Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 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. I do hereby ee the pains and penalties of perjury that the information provided above is tr e and c rr Si tuneIT/ Date -LS Print name Phone# official use only do not write in this area to be completed by city or town official city or town: permit/llcense# ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; ❑Other (raised 9195 PJA) i Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. 4 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 or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house havuig 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 and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain'a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the per nit/license number which will be used as a reference number. The affidavits may be returned in the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents 081ce of Insestlgatlons , 600 Washington Street Boston;Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 TOWN OF BARNSTABLE ,---- BU_ILDING DEPARTMENT ----------------------� HOMEOWNER "LICE S. EXEMPTIO E N------------------- .Please print. ✓DATE JOB. LOCATION Number Street address Section of town ''HOMEOWNER" Name Home phone Work phone PRESENT MAILING ADDRESS City town State Zip code The current exemption for "homeowners" was extended to include owner-occupied dwellings of six units or less and to allow such homeowners to engage an in- dividual for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER: Persons) who owns a parcel of land on which he/she resides or intends to re- side, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"- shall submit to the Building Officia. on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109. 1. 1) The undersigned "homeowner" assumes , responsibility for compliance with the Sta= Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" Certifies that he/she understands the Town of Barnstable Building Depar ent minimum inspection procedures and requirements and that he/she will co with said procedures and requirements. HOMEOWNER'S SIGNATU APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35, 000 cubic feet, or larger, will be required to comply with State Building Code Section 127. 0, Construction Control. HOME OWNER'S EXEMPTION The code state that: "Any Home Owner performing work for which a building permit is required shall be exempt from the provisions of this section (Section 109. 1. 1 - Licensing of Construction Supervisors) ; provided that if Home Owner engages a person(s) for hire to do such work, that such Home Owne: shall act as supervisor. " Many Home Owners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q, Rules and Regulations for licensing Construction Supervisors, Section 2. 15) . This lack of awarene: often results in serious problems, particularly when the Home Owner hires unlicensed persons. ` In this case our Board cannot proceed against the inlicensed person as 'it would with licensed Supervisor. The Home ' Owner actin. as supervisor is ultimately responsible. To ensure that the Home Owner is fully aware of his/Fier responsibilities, man communities require, as part of the permit application, that the Home Owner certify that he/she understands the responsibilities of a supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. r i e l � J —��- 07 C7`7— °'E IFf " D PLOT PLAN j C C. A ... . o Pi: CaF.^e7—E le,UlGd. l�,9. . F C F1: y: ��.�_. _..: -L.: 10, e. _ ,S C A L C, l - 30 ` D AT E: '9�. i l967 REFERENCE: A&e .9 /4/ O T E L6RTIF Y TO TH ;: 8E OF MY K N C E E EG. LAND R V E Y 0 R \NO BELIEF ZOM INFORMATION AC :dU EDP 1 ' HAT THE 3 H 0 W N ON THIS PLAN 3 _. 00ATED ON THE CROUND AS SHOWN HEREON. OF JOSEPH � • ` M. 11ONAHAN, JR. v J. M . MONAHAN , JR . d ASSOIC- No. 13G60lATES ; : plrrStE �a � PROFESSIONAL L/► NO SURVEYORS & ENGINEERS 'C.`�r4'PJE PL A "A - 900 R )UTE I34r SOUTH OENNI-.S, MASS. _ t� ry t ! ' c r .77 Li 77 l 4-1 _-d •-+,_- - ..., _ ��, -_-i,..-... � /-� s-,-t.-_ 1 -.��-i �Ikl _ TT .'._....!_ _�,,,_.....:--.i___.t -�-�.� .1-..,.,._..__'-._...a__ t__...,.L_ t i �����... - _!:-..-+- � --�{-- � �--�:-.'-i'_--,•�- ,..mot ,_ [ _ -i-__ .r.r ._ .' y- ..�._. .�-.—�,_ �,%�—f -..,�_-•'t• �T�+�"''r�� _... ,_ .-}_-� -�- .f 4' _i ��+_.-.r. _ -1_.�.� .._. -*-�'� { T-;- -. � [ f ���--�' E.,,,-i--'-�-`--1 i' - f- --rt -_.� ,i�#' _t . i.' =--i--•.'!r—i,..._�._l�.., ....�...�_.,,."....�� .-i-- . --r-"i----7L-r--� ---,-�'.y-.-•--�'•, --s---�-�"'--}- �»----y--�.r-- ' %r},_•-t_ t- r---f-'--+--y-'-^�-^r-"-y4-----k^-,-".-^",�, 3---<-r--•,_.�.._-�.Y - ���.--.-.. 1 .-_r+ ,,f--..ter � ! � "'S"'_`-a,_-,.�.- ..r t �_. ' t -t �'t_ f'_ .'i. !.'� r' • '� -��` ~.L .� �'�_ ( [ I •.��� � • �1 f { � - - ( i .t t 1 f { � + y� , l t � F A F• _`s- .,._ + ....y.._-{_,:.�k_ ,....+. ..., ---"''- r [ - :--•='--•�-.-...- � .ice _i. {r rT '} I { t. � 7 S. -r t � ' .- f� .t E •.f t. i._� � t i ..-„ -.i �_ �. L 7 r - 1� � � 1-.emu-. ,r- Y� - +�{�- - —'- �•- _�t r r- � -' � � _ • r f-•--.,t I .-4.'...3#:_ 4...-.4 ::�a-...,_._ _ _ _ -,•T.._- rye.--� ._i..6-�.--$. ,�^ '-..i__ -r: _ •i-- t f �i FRAMING SECTION ALL DIMENSION LUMBER SHALL i BE KD SPF NO.2 OR BETFER. x COLLAR-TIE 2 x RAFTER i S SHINGLE 2 x�j CEILING JOIST O.C. W7S LB. FELT I Ix PINE FACIA R-30 KRAFT FACED FG BATES SOFFIT VENT R- UNFACED FG BATTS W/G-MIL-POLY VAPOR BARRIER PINE SOFFIT (I s7 2ND FLOUR) Ii I � - 2x FLOOR SOIST @ "o.G. (isr 2ND FLOOR) I i i o _F- SILL SILL SEAL '� 0 ANCNOR BOLT - @ 6-0" O.G. "CONCRETE °. o FOUNDATION WALL 41 4 z" x - -- 0 A lI/I fi1111A/)M 11 n -n n , . I � = I WALL S ► C — ! LL I 1 ! O" C . • ! I • I 1� 1 v ntl) A-TlD�l ��LI� i T 5;.� �• �� B�c�rt��lF' �L�aJL S'r.�l� T(�tcl� • r •� w .« ble The Town ®f Barnsta Roor FL Y G \;, C4 G .i orSTS i dam, CXISTAJ6 Cl- G , .5-01ST - � LA) /NDvcv FOIST A/ANC- 6(S / XI�TIN ( (4)l)L(— TO BE 9E1Y)oVE0--> P�vw 0(9 FL o o e VISTS I P, T. SILL r S` Assessor's map and lot number .................. 0*1 Ero Sewage Permit number .....eyo. R�A 33AUS'TABLE. HousAnumber. c,7...................... MAM ........................ 1639- to M0 TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ........ r,1L.,Pr........ ..4.3.................................................................. ......................................................... TYPE OF CONSTRUCTION ..........LA.)... .......0... ............ ......................................19?,.... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according-.4o the following—information: Location ......... ...... ......(� ......................................................... Proposed Use ......... &4....1— ........ .......... .................................................................................... ZoningDistrict ..... .........................................................Fire District ............r............................................................ Name of Owner ...44, -tza� ...... 'Address ................................. ............................................ ........................ 1 t_ 7 ...........Name of Builder A,....(.)k.AA A/ 7 �S ......... .............Address ......... ............ .Name of Architect ............ Address ......................e.l.)p .............................................. ........................................................... Number of Rooms ................(9...... ...............Foundation ......... . .. . .... .. .... Exterior .................. N....... .....Roofing ..... ....... .................... Floor .....................Interior .................. S ................................................................... ......... L ..... ................... ► Heating ....... 2 .....Plumbing ............... ...... d-hL..,.......................................... Fireplace .................... -2,...? ........................................................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 OL I hereby agree to conform to all the Rules-and Regulations of the Town of Barnstable regarding the above construction. Name .............................. ....................................... Al}DI0O, ONESTJ\ A=*52—'�l0 ' 22292 No -----' Permitfor --<]AP...StPU...... __. ��..Faociln_ .............. ` Locohnnlgt.'#]lT..l3.9..J#Q1.lv..]7.Q;Ln.t...Rd�. � PpAtgxxil Owner — .. . . } ' '. Construction` ' , ncx . - Permit 8ro Date of ^'`r(e~ ' ' � uore Completed _ . ............................ lg � � ` ---- — ............... ' , ........................... . .................................................. . V � -------'' ------------------ I . -------'' —'^-----'''^-----'---'— \ ' - Approved ---------------- lQ � ---------------'—.--------~. . . � ................ � ^ 'W'Asor's map and lot number ............................ .. ..�..R � t0 ,(a _ �,THE Sewage Permit number ..... �..`...Ak?.a.0!.��...... w � � $ PTIC SYSTEM MUST BE �'� 1145TAW0 PLIANC ' House number IN COM BaEB9TanLE, ............1;3.. .............................................. WITH TITLE 5 9 1639 yi�RONMENTAL CODE AN �0May.a�0� T O W N OF B A R *D0 BUILDING INSPECTOR APPLICATION FOR PERMIT TO ........ ,?. ..... !!.................................................................. TYPE OF CONSTRUCTION ............A�.... .4?. .....I .......................................................... ......`..................................199P TO THE INSPECTOR OF BUILDINGS: The undersig.needd�hereby // applies for a permit accordin' the ffollllo�wyii o mation: Location ..... !.�. ... .......... .. ..... .i`?....":�::!........ C-Q'�A:............................... ProposedUseZ..�t- :......................................................................... Zoning District `.: . .e. Dijvtl Fire District ........... ............................................................ Name of Owner ..: .. ......:::.... .... ' .... .. _ ......... .Address ............� — ................................ Name of Builder .. .Q.�1. ...,... L`:.j.............Address 3 .Name of Architect .....401V ... ...........................Address .................../.t,l .. .�........................................ Number of Rooms �F.4.c%�Yl..................Foundation .........,���....� �� .G! t„_s�tfv .. Exterior ................. ...... .....Roofng ..... : `v� „ 11W/ .L.C' S Floors ......................... ..........................�.�...��-... ....�.�............................Interior .................. I�..r...w/� �—` : .`:..... . .C. ...........Plumbing ........... .. 1 .......................................... Fireplace ..................... ....`:e-.S.........................................Approximate Cost ... .,, ...?. . . ?. ::.............................. Definitive Plan Approved by Planning Board -------------------_-----------19________. Area C;06 0........................_ ........... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. C Name ...... ��.. ........................... AUDINO, ONESTA D. tib222.9�? ... Fejmit for ...One„Story.......... a - 5.ila,g.le....FmuY....Aweui g............ Location ....lot...#1.12.7...13.9.:.Hola P.oint Road ..............s.....ceaterville.............................. t , Owner ....QX1.P_S.tA...D......ALid.a.n.o.................... (� Type of Construction ....Exams......................... - •il ` •Plot Lot ................................. June 23, 80 Permif Granted .................................. :.:.19 ,• ` Date of Inspectiore,/........ ../P/..19 W } } Date. Completed .......................:.............19 f�i r ,. ;PERMIT REFUSED ........ + ` .............................. 19 �.. .. .T. ................................................... i k ............................................. . ......... .............................................. .......` .... }w ............................................... Approved ................................................ 19 _ ............................................................................... ............................................................................... r � R u4 t_E FAM I Lam( • 3 c�c tit DAt L_�4 ;=L.O ./ a I%Ca 1 1:31 'A sll 0 Co.P•vt bG. b0 0 c) Ge' lot, SEP C_ T A/.1K (5C)II ui E loco d.4L. 24 i n T>%SPOSAL PiT V;E l000 ` 1 p f�"' exp. }r. S l Ve-WALL A GA = 11550 5(-- Pir \)Aaat l so 'Sr i *z 31 Is &P p - _-_ BC>T'TOAM A2e�s S(s M �� T/1 e z TOTA►L. 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P OVA,("� rOCCUPANCY PERMIT Bond -------------—-----_- "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to Address Wiring Inspector Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. Building Inspector i4 22'-0" - 14'0" - 3'-9" - 3'-3" 3'-3Y 3'-9" SEE FIGURE 17 ON THE 110 MPH NOTES: A - ANDERSEN HECKLIST FOR THE GABLE END A3 A31 ABOVE WALL STRAPS 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS ANDERSEN ANDERSEN ANDERSEN - &DIMENSIONS IN THE FIELD CXW15 CXW151' CXW15 Y 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, ANDERSEN 8 RAILINGS w V DETAILS,&FINISHES IN THE FIELD WITH OWNER NEW DECKING CN12 3 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT w FIRST FLOOR TO BE 6-11"ABOVE SUBFLOOR g B 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS A3 p 3 STATE BUILDING CODE, 9TH EDITION AMENDEMENT&IRC2015 ANDERSEN a N FWG6061IR ANDERSEN 5.) 110 MPH EXPOSURE B WIND ZONE 3 FRENCHWOOD C25 SLIDING DOOR 6.) .ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, RE-BUILT RE-BUILT ` OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING DECK SUNROOM 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD (VAULTED CEILING) 8.) THIS STRUTURE TO BE BUILT ON THE SAME FOOTPRINT AS EXISTING ANDERSEN C25 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ANDERSEN ; ALL SIMPSON COMPONENTS. CN12 w MATCH HOUSE 0 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS 2'-0" FLOOR HEIGHT w � - TO BE 3000 PSI VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION - — 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE L 13.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY r——1 --- i EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION II I I EXIST. INSTALLER/CONTRACTOR. sKruc(+r I I ' I I KITCHEN EXIST. ' EXIST. O DINING O�O ____ IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS ' FAMILY _____ CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION ROOM TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) FENESTRATION SKYLIGHT CEILING WOOL FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WAL UFACTOR _FA TOR R-VALUE ft-VALUE R-VALUE R-VALUE R-VALUE R-VALUE MAS AMMSEND.. 1 0.55 49 1 20o,13.5 30 15119 10(4FT DEEP) I 15/19 • � f NOTES: 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL (f 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS nDN $ - 4.13-5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR &R13 CAVITY INSULATION h f ®�717 -9- 1, F I NAILING SCHEDULE CLOS' 110 MPH EXPOSURE B WIND ZONE EXIST. i JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING w I I ROOF FRAMING: N t LIVING BLOCKING TO RAFTER(TOE NAILED) -•2-Btl 2-10d EACH END I I t RIM BOARD TO RAFTER(END NAILED) 2.IS d 3-16d EACH END ,>• L__J I WALL FRAMING: Q ` TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-1 6tl 6-16tl A7 JOINTS CLOS. I STUD TO STUD(FACE NAILED) 2-i6tl 2-i6tl J HEADER TO HEADER IFACENAILED) i6tl 16d 16"o.c.ALONG EDGES FLOOR FRAMING: EXIST. t JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-Bd 1.10d PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-6d 2-10tl EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3.16d 4 1 6 EACH BLOCK GARAGE LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-i 6d' EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3-0 3:10tl PER JOIST BAND JOIST TO JOIST(END NAILED) 3-16d 41Z PER JOIST BAND.JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2.16 d 3-16d PER FOOT ROOF SHEATHING: LINE OF OVERHANGABOVE WOOD STRUCTURAL PANELS(PLYWOOD) _ - _____________ RAFTERS OR TRUSSES SPACED UP R 16".c. Bd 10d 6"EDGE/6"FIELD RAFTERS OR TRUSSES SPACED OVER 16"WIG Btl '10d 4"EDGE/4"FIELD ' GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG Btl 10d 6"EDGE/6"FIELD 7i1 - GABLE END WALL RAKE OR RAKE TRUSS Bd 10d 6"EDGFJ6"FIELD WISTRUCTURALOUTLOOKERS GABLE ENO WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS Btl - 10d 4"EDGE/4"FIELD --CEILING SHEATHING ����``�' I GYPSUM WALLBOARD 5d COOLERS - 7EDGE 10"FIELD. WALL SHEATHING: FIRST FLOOR PLAN WOOD STRUCTURAL PANELS(PLYWOOD) STUDSSPACEDUPT024"o.c. Bd 10d 6'EDGE/1T'FIELD F - - . JUL 0 9 IELD 2010 1/2"GYPSUM WALBOARDBOARDPANELS 5d COOLERS _ 7"EDGE160FFIE D FLOOR SHEATHING: a., WOOD STRUCTURAL PANELS(PLYWOOD) d lod 22'0" _ TO�N(,� O� BARN S �SL..( GREATER THAN THICKNESSOR LES "THICKNESS BOd i6d 6"EDGE/6"FIELDD Vv�1�V1 i ////�(_, /)� `HOF/,IASS ERRORS SHALL BENOTIFIUND ANY SCALE : ��DRAWING NO.: U N R O O M FOR• �• i // RYA qCy ERRORS DRAWINGS 0 O ARE FOUND ON COTUIT BAY DESIGN LLC RE—BUILT S n 5 oN 2� MICHELE �N� COSTRUCTI .THE BUILD] START OF 43 BREWSTER ROAD CONSTRUCTION. FOR T'HCONTRACTOR 1/4" = 1'-011 CUDILO WILL BE RESPONSIBLE FOR THE CONTENT RS OR 0 MAS H P E E ,MA. 02649 S O D E R B E R G RESIDENCE O $TRUCTURAL y IN THESE DRAWINGS IF CONSTRUCTION '� NO 3ATT p I COMMENCESDESIGNER WITHOUTNY NOTIFYING THESE DRAWINGS ARE SOLELY THE SSIONS. 1 %$b 9FGIST 6Q'�G?'" OF THE OWNER NOTED. NY OTHER USEOFE DATE : PH. (508)274-1166 @ �SS,DNAL� THESE DRAWINGS REQUIRES THEWRI EN 2/28/2018 FAX (50$) 539-9402 13 9 HOLLY P;O I N T ROAD C E N T E RV I L L E M A CONSENT OF THE DESIGNER UNDER TH'c Al ARCHITECTURAL COPYRIGHT PROTECTON ACT OF 1990. t NEW PVC RAKE BOARDS 12 TO MATCH EXISTING �9t ■ - TOP OF PLATE III if ® ® ® / z IE N i x NEW PVC CORNERBOARDS TO MATCH EXISTING NEW W.C.SHINGLE SIDING FIRST FLOC TO MATCH EXISTING 1 - SUBFIOOR "MIT REAR ELEVATION NEW ASPHALT ROOF SHINGLES TO MATCH EXISTING NEW PVC FASCIA,FRIEZE,& SOFFIT BOARDS TO MATCH EXISTTING TOP OF PLATE TOP OF PLATE HI IIIII r vri m w11 11 IT it 111111 1111 i5i F11 H, ,I _ __ I IRST FLOOR _.- _. FIRST FLOOR 'UBFLOOR SUBFLOOR NEW PVC WINDOW TRIM LEFT E L E VAT I O N TO MATCH EXISTING RIGHT ELEVATION COTUIT BAY DESIGN LLC RE BUILT S U N ROOM FOR" THE DESIGNER DRAWINGSPRIORTOSTAR IF ANY SCALE : DRAWING NO. ERRORS OR OMISSIONS ARE FOUND ON 1� CONSTRUCTION. THEB BUILDING START CONSTRUCTION.THESFORTG CONTRACTOR ,I i NI IL BE REVOISIBIE THESE DRAWINGS IF CONSTRUCTIONHE M 1/4 43 BREWSTER ROAD COMMENCES WITHOUT NOTIFYING THE NDER DESIGNER OF ANY ERRORS OR OMISSIONS. MAS H P E E MA. 02649 THESE DRAWINGS ARE SOLELY FOR THE USE S O D E R B E RG RESIDENCE OF THE OWNER NOTED.ANY OTHER USE OF DATE : PH. (508) 274-1166 THESE DRAWINGS REQUIRES THE WRITTEN A2 FAX (508) 539-9402 139 HOLLY POINT ROAD CENTERVILLE MA CONSENT FTHEOEYRIGHUROTECTI 2/28/2018 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1890. P.T.2 x 10 LEDGER BOARD SCREWED TO SOLID BLOCKING W/(2)LEDGERLOK SCREWS 22'-0" 1q'-0" 16"O.C.W/ZMAX LU210 JOISTS HANGERS INSTALL SIMPSON DTTIZ TENSION TIES AT(4)LOCATIONS FROM HOUSE TO DECK 74 74 T4" T0" 70 . NEW P.T.6 x 6 POSTS ON 10" DIA.CONCRETE SONOTUBES ON 24"DIA.BIGFOOT FOOTINGS NEW AZEK DECKING A TO 4'0'BELOW GRADE.USE &RAILINGS A3 FASTEN JOISTS TO BEAM SIMPSON ABU66 POST BASE W/ W/SIMPSON H2.5A TIES 5/8"DIA.J-BOLT 3-P.T.2 x 105 / / BLOCKING FOR 3-P.T.2 x 10' T— DECK POSTS P.T.2 x 12's @ 16"D.C. J 3-P.T.2 x 1 O's FASTEN JOISTS TO BEAM 10"DIA.CONCRETE SONOTUBES W/SIMPSON H2.5A TIES B ON 24"DIA.BIGFOOT FOOTINGS B TO 4'0"BELOW GRADE.USE A 3 SIMPSON ABU66 POST BASE W/ 5/8"DIA.J-BOLT NE P.T.2 x 12's 16"D.C. W/ ID-SPAN BLOCKING iD 0 0 W/MID-SPAN BLOCKING rABUILDING SECTION @ DECK A3 x N F a a , ci T.2 x 10 LEDGER BOARD SCREWED TO VERIFY ACTUAL ROOF PITCH OLID BLOCKING W/(2)LEDGERLOK SCREWS 16STALLySIMPSON DTTIZOTENSION TEISTS S EXIST. NEW ROOF CONST. oo�N°o3-ST R034"x9 RIDGE/4" IN THE FIELD T(4)LOCATIONS FROM HOUSE TO DECK BASEMENT LVL HEADER -2 x 10 ROOF RAFTERS @ 16"O.c. -5/8"CDX PLYWOOD ROOF SHEATHING ASPHALT ROOF SHINGLES(HIGH WIND NAILING) 2-1 3/4"z 11 718"LVL RIDGEBEAM - -15LB.FELT PAPER -SPRAY FOAM INSULATION @ SLOPED CEILINGS(R=49) 2 x 6's SIMPSON H 2.6A HURRICANE CLIPS 12 (5)10d AILS EACH END AT ALL RAFTER ENDS 9f� ,�(��+ 1/2"GYP.BOARD -ICE/WATER SHIELD AT BOTTOM - C�V" ON 1 x 3 STRAPPING FOOTING/FRAMING PLAN ALUMINUM ROD @,g -WIND WASH BARRIERS -ALUMINUM DRIP EDGE TOP OF PLATE NEW WALL CONST. 1.2 x 6 STUDS " BALLOON FRAME @ 16 o.c. GABLE END WALL Z 2.1/2"PLYWOOD SHEATHING v~i 3.6"(R=20)BATT INSULATION X 4.1/2"GYPSUM BOARD LU 5,W.C.SHINGLE SIDING c=i 6.TYPAR VAPOR BARRIER 314"T&G PLYWOOD SUBFLOOR-GLUED&NAILED FASTEN ALL WALLS TO BEAM BELOW _B U I L j - STUD TO BEAAM W/SIMPSON S16EACH _ NRO I-CA SUBFLOORR I 1 INSTALL FLASHING UNDER - P.T.2 x 12's @ 16"o.c. I j HOUSE—AP&DECKING - RIGID OR SPRAY FOAM INSULATION(R30) DECKING I in P.T.6 x 6 POSTS ON 10"DIA P.T.3/4"PLWOOD W/ALL _CONCRETE SONOTUBES Wl _-__. JOINTS SEALED - 24"DIA.BIGFOOT FOOTINGS o FLOOR JOISTS - UNDERNEATH TO 4'0"BELOW v - GRADE.USE SI MPSON ZMAX - P.T.2 x 10's @ 16"o.c. ABU66 POST BASE&AC6 POST CAPS W/518"DIA.J-BOLT INSTALL PEEL&STICK B BUILDING SECTION @ FAMILY ROOM RUBBER MEMBRANE A3 BETWEEN LEDGER& SHEATHING P.T.2 x 10 LEDGER BOARD SCREWED TO S6" W/OZMAX LU20JOISTS HANNGERS DECK DETAIL EWS INSTALL SIMPSON DTT1Z TENSION TIES AT(4)LOCATIONS FROM HOUSE TO DECK ? COTUIT BAY DESIGN LLC RE BUILT SUNROOM FOR: ?"/ C�i ���/`ptN �y TME DESIGNER UTION.SHALL E NOTIFIED GCONFANY SCALE . DRAWING NO. :,/// > ERRORS OR OMISSIONS ARE FOUND ON RE- 1fA a OF MAS THESE DRAWINGS PRIOR TO START OF /✓�/� tl, C CONSTRUCTION.THE BUILDING CONTRACTOR 1/411 _ 1 I-OII / MICHELE Gji WILL ES RESPONSIBLE FOR THE CONTENT 43 BREWSTER ROAD i C THESE WINGS IF CONSTRUCTION Z ."TU COMMENCES WITHOUT NOTIFYING THE II S O D E R B E R G RESIDENCE o STRUCTURAL �n OF THE ER OF OWNERN ER NOTED. Y OTHER USE O. �� MASHPEE MA. 02649 NO34774 THESE DRAWINGS ARE SOLELYFORTMEUSE DATE : 9FGIST,P�O�? THESE DRAWINGS REOUIRES THE WRITTEN p o FAX ((508 2C74-1166 139 HOLLY POINT ROAD C E N T E ROf I L L E MA ��SSIONAL�G ARCH]ETOFTHEDESIGNHTPRO PROTECTION 2/28I2O1 H FAX (50 ) 539-9402ARCHITECTURAL DESIGNER RTHEN I ACT OF 1990. 22'-D" 14'-0" A BALLOON FRAME 0 DOWN TO 3-R13/4'RIDGE /4 GABLE END WALL LVL HEADER A3 W/BLOCKING SOLID BLOCKING IN THE OUTSIDE TWO RAFTER { BAYS AT 46"o.c. 1 ,1J 2J 2J 1K,1J B 2K A3 ,1 B 3K1J $ I. wl W m Q W c = 0 2J al LU 0 J Q � - W 2 3K,1J 3 2K,1J 2'O" 4 x 4 POST FROM RIDGE DOWN TO 2-1 3/4"x 7 1/4" \ _ / LVL HEADER ¢I 0 0 �� BUILT� OVER�I ROOF W/2x6 \ / RAFTERS AT 16"o.c. I T EXISTING RIDGE io L--——————————————- m ROOF FRAMING PLAN 1.) ALL ROOF RAFTERS TO BE 2 x 10's UNLESS OTHERWISE NOTED 2.) USE SIMPSON H2.5A HURRICANE CLIPS AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPE/LAYOUT Wl OWNERS zr-D" • it ER BE COTUIT BAY DESIGN LLC RE BUILT SUNROOM FOR• S A THEDESIGNION.THLUILDIN CONTRACTOR G,_ l/Yj `SyLOFMA$S4 �IERRORSOROAUBBIONS ARE FOUND ON SCALE DRAWING NO.: -f/ ,/./ D/v �. CyG Ii IED IF THESE DRAWINGS PRIOR TO START OF ,^^� 3 ELE s WILL BE RESPONSIBLE ON SIBLE FOR CONTRACTOR Ii WILL BE RESPONSIBLE fOR THE CONTENT 43 BREWSTER ROAD MCUCT FPL n 10 THESE LOMMENCESA WITHOUT NOTIFYRNGTHE 1/4 - MAS H P E E MA. 02649 0 t DESIGNER OF ANY ERRORS OR OMISSIONS. S O D E R B E R G RESIDENCE O S�q �1 QUO rW THESE DRAWINGS ARE SOLELYFORTHEUSE DATE : 9p EG151EG OF'IF OWNER NOTED.ANY OTHER USE OF — THESE ORAWINGS REQUIRES THE WRITTEN o I� A4 PH. ((508) 2 39-9 66 $SIONAL !CONSENT OF THE DESIGNER UNDER THE 2/28/2018 FAX (508} $39-9402 13 9 -H O L LY POINT ROAD C E N T E R V I L L E M A ARCHITECTURAL COPYRIGHT PROTECTION ACT ARCHITECTURAL '4. � , � � � � � . , � ( � ` Y _/ ,. 1 �, NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 ' 4.) 110 MPH EXPOSURE B WIND ZONE 5.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD 6,) VERIFY ALL PLUMBING&ELECTRICAL DETAILS Wl OWNERS DURING FRAMING CONSTRUCTION EXIST EXIS 7.).TIMBER FRAMING TO BE FIR NO.2 GRADE DECK > SUNROOM IECO2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS A B CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION A A TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) -- - FENES'RiATION 8KYI.IGHT CEILING Wb00 FRPMED WALL FLOOR BASEMENT WALL BASEMENTSIAB CRAWL SPACE WILL 'U-FACTOR U-F .. 'R-VN.UE R-VALUE R•VALUE R•VAMIE R-VALUE R-VALUE 0.32. D.SO 49 20 30 1N19 10(Z FT.DEEP) 19I13 - 1 , I NOTES: EPLACE EXIST. - - REPLACE EXIST. LIDING DOOR SLIDING DOOR tR-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. 2.15/19-MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMEN ALL I I I - 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS W SINK I DP/ WALL I I. I OVEN - REPLACE I - ? I REPLACE ISKYLIGHTI (VERIFYKITIb EN i EXIST, KY G,-rrl REF REMQD. I I LAYOUT w1¢JWNER)' ; I I KITCf'1E L-J I REMOD. C O�O DINING REMOD: i O C1 j VAULTED CEILING) I LL FAMILY --4-- QOQKTOP---- ROOM 1 I 1 —BE EXISTING WALLS TO 1 mo _ OVA -� CEILING) I-___-1 ED (V LTED CEILING) f' II A 1 II Y7 11 2-2 x 8 HDR II NEW 2.1 31X 14"WL RIDGEBEAM ED 4yw NEW 2 1 34,X 8 /4 LVL - r 6POST UNDER� � 1J� -SEAM W!4,x fi POST URs70 ,,.. I, t{p T :Jd: - _ _ CiL�s: �r•"r ..`RIOGEBEAM W14x 6POST .,:I 'END OF BEAM UNDER EACH END DN' INSTALL NEW TRIPLE A INSTALL NEW 30"x JOIST UNDER NEW 2 A 30•'x 10'CONCRETE POSTS `. FOOTING UNDER NEW POST LOCATIONS, CLOS• w BLOCK BETWEEN THE _ I Co FLOOR JOISTS rEyy �- I� REMOD. �+ W Iv:L I LIVING R." m SKVLIGHTI (VAULTED CEI_LING). CLOS'I �I EXIST. GARAGE _ - REPLACE EX IS - - WINDOYV. LINT OF OVERHANGABOVE— r FIRST FLOOR PLAN27-94 rsrtoRs Rwalssloi�s�A"RE°FFo wnFOAn'rc SCALE DRAWING NO.: COTUIT BAY DESIGN LLC NEW REMODELING FOR: THESEDRA NGBPR ORTOSTARTOF i \ W9LLBERESPONSIBLE FOR TNECONTENT 1/4" 43 BREWSTER ROAD NTME�EDRAWNGSIFGON3TRUDDON MASHPEE MA. 02649 S O®E R B E R G RESIDENCE COMLEDRA NGS ME NOTIFY NOTES ((,,JJ CP '] Gc DESIGNER GF ANY ERRORS OR OMISSIONS. DATE PI,. (JLC7)274-11 VV OF TE ORAWINGSAEDSOyOWELELY R THE VSE OF THE OYRI[R NOTED.ANV OTHER USE OF FAX t08>539-9402 139 HOLLY POINT I NT ROACH CEI�ITERV'1 LLE MA n1EBEDRaWNGSREDDRESTNEW�TTEN $/4/2o1s CONSENT OF THE DESIGNER UNDER THE ARCHRTCTURILL.COPYRIGHT PROTECTION AGT OF"gm EXIST.2 s 8 RIDGE BOARD .NEW,2x4'B@,6"D.D' NAILING SCHEDULE - 12 EXIST.2xa RAFTERS @1s••D.D. - 110 MPH EXPOSURE B WIND ZONE EXIST JOINT.DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING ROOF FRAMING: _ BLOCKING TO RAFTER(FOE NAILED) 2-Sd 2.TOd EACH ENO RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END NEW 2 x 4 BEARING. ' IST.CEILING WALL FRAMING: JOISTS TO BE WALL WI(R20)SPRAY TOP PLATES AT INTERSECTIONS FACE NAILED 4-16d 5-16d AT JOINTS REMOVED FOAM INSULATION ( ) STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"o.c. TOP OF PLATE HEADER TO HEADER(FACE NAILED) 16d 16d 10"D.C.ALONG EDGES 'Ic. FLOOR FRAMING: - - EW1/2"GYP BOARD I ON 1 x.3 STRAPPING JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 410d PER JOIST @ 16"o.c. BLOCKING TO JOISTS(TOE NAILED) 2-6d 2-1 Od - EACH END BLOCKING TO SILL OR TOP PLATE(TOE REMOD LLEDGER STRI TO BEAM OR RD R(ACELNAILED) 3-18d 4.18tl EACH JOISTED) 3-16d 4-16d EACH K FAMILY EXIST. JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST BAND JOIST TO JOIST(END NAILED) 3.16d. 4-16d - PER JOIST ROOM GARAGE BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 3-16d PER FOOT ROOF SHEATHING: - EXIST.2.4 WALLS _ WOOD STRUCTURAL PANELS(PLYWOOD) SUBFLOOR t. RAFTERS OR TRUSSES SPACED UP TO 16"D.C. 8d 10d 6"EDGE/&"FIELD - RAFTERS OR TRUSSES SPACED OVER ts"o,c. Bd 10tl 4"EOGEl4"FIELD EXIST.2 x 10's 16"oi. GABLE EN WALL RAKE OR RAKE TRUSS W/O OVERHANGBtl tOd 6"EOGEl6"FIELD _ - GABLE END WALL RAKE OR RAKE TRUSS Bd tOd 6"EDGEl6"FIELD ' - W/STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS Ed 10d 4"EDGE/4"FIELD CEILING.SHEATHING: - - E/XI ST-! GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10•'FIELD B/A`SEA p ENT WALL SHEATHING: /'1 LYL WOOD UCTURAL PANELS(P _ STUDS SPACED UP TO 24"D.C. 8d 10d 3"EDGE/12"FIELD 1Y1".&25/32"FIBERBOARD PANELS Bd - — W EDGE/6"FIELD 1/2"GYPSUM WALLBOARD Sd COOLERS — 7"EDGE110"FIELD - FLOOR SHEATHING: - - - WOOD STRUCTURAL PANELS(PLYWOOD) - - t"OR LESS THICKNESS Ed 10d 6"EDGE/12"FIELD GREATER THAN 1"THICKNESS 10d 16d 6"EDGE/6"FIELD - rA_'�SECTION @ FAMILY ROOM Az EXIST.2 x 8 RIDGE BOARD - - - - NEW 2-1 V4"x l4"LVL RIDGEBEAM - 12 NEW 2x4s@16 oc EXIST. EXIST 2 z 8 RAFTERS@.78' - .. ... --EXIST.CEILING ' JOISTS TO BE REMOVED: TOP OF PL kTE ---- --. --_--------- ----------. "L ------------ q REMOD. REMOD. KITCHEN LIVING SUBFLOO EXIST.2 x 10'9 @ 16"o.d. - } NEW;SOLID - BLOCKING EXIST. BASEMENT e SECTION KITCHEN/LIVING THE DESIGNER SHALL BE NOTIFIED IF ANY NEW R E M O D L I IV G FOR THESE DOA NGS PRIORARE TOSTARpON SCALE DRAWING No. COTUIT BAY DESIGN LLC THESEORAWIN.THE BUILDING START OF 43 BREWSTER ROAD VAL BE FOR CONTRACTOR 1/4" = 1'-0" /] - WILL BE RESPONSIB:E FOR CONTRACTOR MASHPEE IMA. 02649 CIN THESE ORAN9MOUTNNGS IF ONSTRUCTON COMMENCES A"ERTNOTFYIO THE S O D E R B E R G RESIDENCE DESIGNER OF ANY ERRORS ORpNSGxkS DATE : PH. (508 274-1166 THESE DINNER NOTED SOLELYFER THE USE THESE THE OWNER NOTED.ANY OTHER USE OFA2 FAX(508) 539-9402 1'3 9 H O.L LY P 01 N T ROAD C E NT E RV I'L L E M A rCHI TURAJL REQUIRES THE WRITTEN 8/4/2016 CONSENT OF THE DESIGNER UNDER THE _ ARCMITECTUML COPYRIGMPROTECROH 72'-0" !1 i EXIST ..._EXIST ° n - Ju I 1 I I --F I I I I I I �.k.t.✓t�ll•1Lo': �ll�,f)- I�.'C•.;' I I I I I C a l K P !� /� Ir"_J. ✓a I _ SMOKE DETECTORS REVIEWED 11._!_(D IF,DiR. 11-1ff IT`' A,NDG =LL Oi DER.AFFUCABLE p'rr i L F�U h`lii':;?i1P✓i!5✓IUt:`✓ ' BUI EPT--- --- ;-„ 1 ? �.. .\� to,.� L�,:! .h�r-D ON r I LDI D DATE h, ( t i Ti, F,; EN,!:ara c;,- riE ces �. c I I ( I I '-' ! ! •t.[� �C J � 15!T0GT•t.tJ. F'.[CA:C-.F)uV-y ii 7::F�. :` P f1-H- I:,0C'v'ivlffNT.`_)A.11,1; r!.1'i"Di.5C I I 1 I I ;!,_ ✓, 5 p�„C P✓tE ;'tiF: tic5t'U,:i-50( i 1 ai! FIRE DEPARTMENT DATE L---J I L- --J iJ'!I'i?1� :Or,iT:✓+:i1✓'Z BOTH SIGNATURES ARE REQUIRED FOR PERMITTING EXIST. .. l EXIST. 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PROCEEDING vlV!Th CON5TRU'C7iO1-1 C.0,N5TITL) 5 ACCFPT=.;:CE OF THESE DOCUMENTS AND ANY DISCRrPAhi0r5 j 01\A15;)k-'hd5 5FCU?•AF-THE RE5PON51EILIlYOP'rhE Al O ' I 1 I t I I — I I lr Tr: . ! 1 O 1 J d_TTTlf,ilG AREA. ! ---- it I u --_--_ LIVING ROOM 1!1 if if i t 'v�lA� I I��11I II I f II 11 �1 I I II IT' _ � - l - �� `,� vL•tn I I I I u! .'�i t-=,(•.,� I I I I I I � = - z. ! '�„' ...�{� If iEV FA I i M O I I II 11 ! I - - -- - I I II I I E 6 { ---------------------- --- I CV I—._......... ._.. ..._.. - --- -- --.. _.._ .: LEGEND =7 EXiST!ING WALL C:(JIaS r.'._iC?!C:: T_. -j.;'^ `C_:��_F, EM NEW WALL COrySTIRl-'(7iON �, C=-1 {=.XISTIIvC:lXPI.L CJ11S'.I.,n. •.I -r�,l ��i o> _ __i, Sr�1C: .E DETECTOR D SYIt- N0 CA�;BOW liOrJ�hIC'E GE'iECT;;i: � r I