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Home My WebLink About0058 PHEASANT HILL CIRCLE ✓�P ��i��-�// Geck '/-of6 Ova - bna -oo � �. §. r t�i ` pY�, �7•It ,:fvl ia? �„ + IO:B 511 E: MAP,INSTALLEO5011-bINC;PROQI]C'PS PO BOX 1109 SAGAMORE BEACH,MA 02562 INSULm'I ON,CERTIFICATION-PER IECC 3030-.1 INSULATION Exteri _Manufacturer: Type: " K Exteri®rwalls_(o>:heitf S _Manufaefurer� Type; � ` 1 Interior Walls/Stairwell': t pp. - Bas'mebt Ceiling: IVlantifacturer:'. Type: Fiat Ceil6s:. Manufacturer; - ----" _ ed C flings:p5d-fLt,t��L af(N�C19�1--^ ' LA4�____ _•_ R-Value:_43— Slop � L_- Manufacturer; -- f,pe: S�D ' BLOV�SL)�ATION FIBERGLASS pR CELLULOSE 1 _Installed thickness'_-,._w. Cxterior walls: _ ...._ Manufacturer. ------- Ind density:,.__ Type: Settled R-Value. Settled'Th kness;_____-.----- Numbe� Coverage F rea:. Installed,:thickness.'_ _ Flat Ceiling:; M`anufiacturer: Type` _ — =Settled'R-Value: .. Installed dei,sity:. �. Settled Thiekness.__- Coverage A`ea; Number'of. Installed thickness ri Ceili S: Slo`e- Manufacturer. nsitv.:. - i InstaHed,,de, — - -� Type; '"� -- ed Thicl�ness;�_�. Settled R=Value• , Settl Number of Bags'----- -""`� roverage.Ara: I: �+ Dates 7- � Fr�r Ivt/.I' Instaled Building Products . l E _ _ _ Town of Barnstable Building � a .. .n t Post.This Card So. That it is VISi i;From the Street 'Approved Plans Must be Retained on Job and this Cartl Must be Kept rwsrrardei XAS& `e$ Posted Until Final Inspect owHasBeen Made Permit z ]l JIIJIJI iaAla . Wher-e- etifii cateof Occupancysis Requird, c . ,. . h.as...been made Permit No. B-18-3845 Applicant Name: JEFFREY WRAGG Approvals Date Issued: 12/14/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 06/14/2019 Foundation: Residential Map/Lot 002-002 005 _ Zoning District: RF Sheathing: Location: 58 PHEASANT HILL CIRCLE,COTUIT ( Contractor Name:°,,JEFFREY L WRAGG Framing: 1°'''�a I Owner on Record: PULSFORD,CAMERON & KIMBERLY NICOLE Contractor License CS-075746 2 i _ Address: 58 PHEASANT HILL CIRCLE -Est Proect Cost: $ 22,000.00 R J Chimney: COTU IT, MA-02635 Permit Fee: $ 162.20 Insulation: �� O� 1 Description: finish area over garage as office, install anderson windos access t .:FeeyPaid.` $162.20 K from existing bedroom on 2nd floor ; Finai: B otA-- 2r tq `Date. :t�" 12/14/2018 Project Review Req: Must provide fire protection/seperatio on all structural m elements below office space. e Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: 1 Rough Gas: = Final Gas: This permit shall be deemed abandoned and invalid unless the work authorized,by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application-and the approved construction, for which this permit has been granted. Electrical All construction,alterations and changes of use of any building and structures shall be in, with the local zoning by-laws a'nd codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public in pection for the entire duration of the Service: work until the completion of the same. 4 Rough: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Cifficials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Final: 1.Foundation or Footing 2.Sheathing Inspection Low Voltage Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Final: 5.Prior to Covering Structural Members(Frame Inspection) Health 6.Insulation 7.Final Inspection before Occupancy Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Fire Department Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). 5 �,\� - .�� 5- ,,, BuiLuiN �-..1..7............................ C Application Nimmber..... ......... BAMMUMs NOV : 2010 a ........Otbc-rFee........................ XA9s. Permit Fee.. ..... 03 TOWN OF SAMSTANK� TotalFee Paid..................................................................... F BARNSTABLE Permit by.... ... C.. .On.....1.: . TOWN O . .................. .... ....._ BUILDING PERMIT Mv.....C1 ?. .papa...600 ng'. APPLICATION Section I—Owner's Information and Project Location Project Address ,� f 494A Jr )+U L G((LC,LG Village G 0 To V E Owners Name 6 4M 8:160 Owners Legal Address .SA-ML, C' stagy zip rty —? S E-mail v+ l � Owners Cell# ��y -S�� 1 G� 3 '� a M e . co M Section 2—Use of Stractare Use Group ❑ Commercial Structure over 35,000 cubic feet Commercial Structure under 35,000 cubic feet �- Single/Two Family Dwelling Section 3—Type of Permit, ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure . ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar Renovation ❑ Pool El Insulation Other—Specify Section 4 -Work Description 1✓ IJ 9St� A�i�l?A rl �1� (�/0fi�t,L� / C r 1= �� / +usTA�L /�N►D Sd�J /h v�ua�1„1 W(Ne'jdtl 44 .400 DAY UP T Act imdnhed 2/9201 S i Application Number.................................................... Section 5—Detail Cost of Proposed Construction )1,006.o o Square Footage of Project b Age of Structure A013 Dig Safe Number # Of Bedrooms Existing 3 Total#Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics A. N Wiring ❑ Oil Tank Storage ❑ Smoke Detectors El Plumbing ❑ Gas "❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: Y 6M(+ '0 0 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 8—Zoning Information Zoning District TZ T Proposed Use Lot Area Sq.Ft. Total Frontage . Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ® No Last tmdated:7J92019 Application Number............................................. Section.9—.Construction Supervisor Name Telephone Number `-?-7q—3 5-3 —64:7�- Address54 t�tL96) S`j Cit3rY**1 koAT State �Kk Tap 6A) License Number D 2Y7q(o License Type (A(-- .Expiration Date 7 -ao -tQ Contractors Email_�;e�Cn� nee�o�e(.�ov►� Cell# 4OA-) 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 require 780 CMR and the Town of Barnstable.Attach a copy of your license. Si Date fi -►Y—tk Section-10—Home Improvement Contractor Name S I hC �S e4 ISOi/�. Telephone Number Address City State Tip Registiation Number !`/9-7 73 Expiration Date J-c 1 -a0 I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required 0 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signa 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 Bmnstable. Signature Date APPLICANT SIGNATURE Si Date Pri7ntaTme7 I,44U Telephone Number E-mail permit to: ,T �dme4� T.,..F—A-4-A.11 M1nA7 0 Section 12—Department Sign-Offs Health Department © Zoning Board Cif required) ❑ Historic District ❑ Site Plan Review Cif required ❑ Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire department for approval Section 13—Owner's Authorization as Owner of the-subject property hereby authorize to act on my behalf in all matters relative to work authorized by this building permit application for: (Address of j ob) Signature of Owner date i Print Name r Last uadattd:2192018 1 Barnstable Bldg. Dept. Approved by: 7 .� Permit #: e r . 45'-0" • W c 2_O. at . DECK w BI Ob I�I�IL_ 00 4— 1..1 n t 0 0 ��f 0 WO b - I 12'_6. I 13i_6e W C ' - •IL O.C. O 2MDH2B50 I`/y^ �I ABODE _ E - y{,� I. OAK I OAK - 32'.L0° - _ O r � f M m _ I PULL OOMRJ I i u� M�yL IL STAIRS 'm YI Ly o 2.HDN2d19 GARAGE - FIRE - - 12'-0° 32'.ST' 4'CQICRETE SLAB C. If . PITCH TOWARD OCVRS - (3)9 I/4'LVL ABODE FWSH - _ O 211 O DI 00 J : - • O f O�.�� - u IJ O 2 LOAK IV •� 2„OH2B6D - I� S _ 32•.LO• V 7'.9'O.H.DOOR 2'-4' UP C u-� 14'-4'. '-B 16'-O° _ 2f 3 - - Z= N o a Z 0 SEE DETAIL SHEET Ai Lu NARROW WALL BRACING _ Q w Z W Q O S J -_ 0.0. (L' I- � - LL JLn O~ :)u V 2'-6' 9'-O° 2'-6° 4-11° 6'_p' T'_O. 7'_0' 6:_0. 4:_0. - CL Q 40'-0° SHEET- FIRST FLOOR PLAN F-AsvNb SCALE: 1/4' - I'-O° JOB. 1320 DRAWN EITs KW DATE: II/IS/13 Z o � LUIL asM g TE � `- _3. 9.— IOr r I UM E lJN >y T .It1 IE _ M< O TE ET � T 1�� 4-10' Tr' TE 1 O DN. 2549-2 TtP o O ca'.er n BEDROOM u c uReeT W b J U U J W J n U N Q.Z 0 N Q 0 ' N W Z F Q K d F I, �� OFF I# u CL _SECOND FLOOR PLeu Ejt�ST1�J(� SHEE-r • SCALES 1/4'- 1'-O" . DRAWN-- KW DATE. II/13/13 ;r. N ppp, gm y:o• I9'-4• ID•-0• � W B'_p• 6'-�• 9'-9• PMEN ♦♦ 1 V {(n ®. Q ��i C5 q•-oY a O © IQ UN f f f f4f ffHffN� 0 1 I ✓ tallJDot�GyXS� . =e4Y1 Tlip S a•,sT• BEDROOM BEDROOM } 4 CARpeT RPEi W fi J u u Ives rr knee L L �VV1/Xr UJ_J n z Jn °a �a o � I,'-w g 34.-o. 0. d J in v P R o Po.SGD 4 FFi cz SECOND FLOOR PLAN SHEET SCALE- 1/4• - I'-e .IOB�f^� 1970 DRAWN 8T� KW DAT'Ei II/I9A9 I X, r _ RI 07 ,�s _L_:_I_ _ _--�:.�I_�__:__�.__.�_! ► _ �!�. 1 - — I I ! . I _�.� �: I__.. __ �--1---_ . i__J_——I_-.---�— � __ ._ i �_1 �..._�..L_�._ _ L. _ i—__i I { ► I , ......... r. - _.� s I ------- I L 1 A,F6.I _..l_. I I ► I I Fo Lc(A) ---C_._ _J._...._..�._ l i i � 1.--- i [ 1,__ .L__.___� _ ., L__. ► ...I _. .. I .L ._L..., _. .I. . e�.._.._________----.1..___�.__►___—.,____!._____----_I_.___i__h_---I�._�.._.. r__!� .._I__.__1_—_. ___.� ._Y I____I___,_I .._�__�i�_ . _.1_._I .. _�l a_ _�_._.�._..1� __ + ._.l C_ ..�� _.._�_1� _��1.._.l_�.�_�1C ! _. a_ I ►,__ ! . _.1.. ._ 1 ._.._! _ i__..I ..! __ 1 ._�_ . .a .. _ . . ,_1 , .. _.�_1 _. � I ._ . _.�__ _L� � .I .___l_._ , .. J_.. _ ( __ --V__1. I. Ti II u _:'. _ u. . a . - �- y r g ...,..., , .. ., a, ,.� 1. ... .. .. a. :. �..�.-�.� .::�x I�I�:i.�I'�..,��II.,-..-�4 I,...I...�..-�I-1;.I,.�,....,..-...I-,.-...'.I.-..:..�..!;,.-��I.-'�- d �6, x , .�"w,..�.I�-"..].I�,.-�-.,�,.,. ,fib• "C. '' ' ,,.,..p.,,,�.I...-,.�.'j:.�.,..,�.-,,�.�.,-"I`.:-;"I I I"..,:-,,-,.1"...�...7.,1-,-.- :� -`3 '*. ,.�.. I�I — .� .I- I . , y r . -- - ,f . , ------ - -- -- --'----' --- --. - - ----.-.- . _ - ---'— Cp - /ec cGnmama�aurecc�l�a�C��lavtu�efJs I office of Consumer Affairs&Business Regulation . 1 HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only -. TYPE:Individual before the expiration date. If found return to: Registration' Expiration Office of Consumer Affairs and Business Regulation 149773: 02/21/2020 10 Park Plaza-Suite 5170 '' Boston,MA 02116 �7.-.-.—.-W.,.—,.t? JEFFREY W RAGG t JEFFREY L.WRAGG �� CGG��- -- 54 EILEEN STREET s YARMOUTHPORT,MAT 02675 t Id W out signature Undersecretary -.-,.��-.,i�-I-,'�,,,��,.��--,.P`..w,�—,�.:.;,��—"�,,-—', ��-,i`C-.:�1�----,,`�.?:-"�-,-,�.i�,n��"-,i.,-:X1-,,.4,.-'-,--�- aa'`... + - i,a-+'4 i �i, •y,fin.. ,y,aq�'+c x� �-"yy. r,3`'" X r -y _ .} 'rub., ,+1 w � wr x rau �5'` `'",. 4 s a +�k�:s$ ;y* J 'E p t. `, b `,a 4�a, -k �d bran i++,u w k .,�'w`t u` V;,w y,4. x.P' `, ✓ �,nth�.42 3.` +n.'t'Z y a ., ,'fi, 6 Z.; 3,. .. * `yt" v w� M1 aas '""� y �;�°, �x y" tea S Ali., _ �" ti $`L ea"'•w en., -,- I �'- 'A#y 9�,: r Y , � k�w. , ` { 4 w,; rs roy a " '.%-,, t7�La:.., � ,e, -.h'.4,?o'w " ,q,,3wa.'t .-:--k•r' .r,�a� is-�c-_\ - �. m :: t f a L ,� a Commonwealth of Massachusetts k "* K a�{ Division of Professional Licensure �ri" ro _,, `` Board of Building Regulations and Standards, i� ;7t-� s � Constr cti6iri" bpe,rvisor f' t` - , a .` h 's a "'� /'.f CS-075746 Ea�Cpires: 09/20J2019 p; r h, ` - R '' '" ' JEFFREY L WRAGG ¢ u4 .t,- x, �'"�:. e Eck a�d.e^', iC^ - ._. �.,:: 54 ;�. .EILE i - e{ R EN r ST YARMOUTH PORT MA 02675 N' t z' `�i , a a w r d � f 4 r .7 Commissioner . ' I,, sj r y' ! ."'" pi *o +. �'d�^ +n...: 'nSJw } ^xy x"� ,' yq ,s€ a.s, , x j . - .: - a s.,.,,. '. �. - a ,'., "'-1 x zcs d ,x,;-.- a x,�< .b.: �` ,It � u;K, ". x`� w"' Ywt jai �s "S"J" a`1-i" * S ,, '. :,� ta, .*,. w"+w' .,..�' -e .,,cem, n¢J`a, a ,� +r "r. ^k,''" h Sn . .. �g x �' c x:'' �,w r x:.:�w 4y k.,,,...rn�- ,: ,spy.-"'w+ 1 • _ . :w+. -W_ :a'ek •r Y .d.w„-,}.y}.m„�.�.i"yF ,s„-' '+."T'" T.'-'s. ;, t'-' .`...-z-ar b '.,s .;_.a b "rx ',` K:e c,- t apt fie-,.,wa :m '.x �... - Xa �.,,. .,.. w ,;,y l ,Y - ,,.. y t a r £a y :::?' a'F491 1 4 ...:.. v: .t. .. w..... _., .t+9` . .r. ,-. :+... .. .. .. . ... :- ':: .-: ... .: - .,. ,.. .: 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/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): '`rlw i lN' l7� Address: S H e t oap ST City/State/Zip: YA_AAtUf#POIT Add eA75 Phone#: -774 —3 53 -( -4 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with - 4. ❑ I am a general contractor and I 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 ship and have no employees These sub-contractors have g• ❑Demolition workingfor mein an capacity. employees and have workers' � Y P h'• comp.ins,„•once.# 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 doing all work officers have exercised their 11.❑Plumbing repairs or additions myself [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t_ c. 152,§1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #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 isproviding workers'compensation insurance for my employees. Below is thepolicy andjob site information. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: �� M'A'5#W OIL Cfa u-9 City/State/Zip: CO rU tf Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c.152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify er the pains andpenalties ofperjury that the information provided above is true and correct aim Date: Ph 4n #: Official use 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.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)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,MGL chapter 152, §25C(7)states"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 out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit 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. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your 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 De Wtment of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFF Revised 4-24-07 Fax##617-727-7749 www.mass.gov/dia f Section 12 Department Sign-Offs Health Department El Zoning Board Of required) Historic District ❑ Site Plan Review(if required) El Fire Department Conservation For commercial work,please take your plant directly to the,fire depart'nentfor approval Section 13—Owner's Authorization I, c. yr e ru t v S -r-d , as Owner of the:subject property hereby authorize J Q -CC r e- Vv r a to act on my behalf, in all matters relative to work authorize by this building permit application for: (Address of j ob) f � f �`Zac � e of Owner date Print Name i Last mdetD&2/912018 Cb _J wom 00 00 ®®® to Lo }' z FRONT ELEVATION 0 SCALE: 1/4° . 1--O' a 90 FT TOTAL IU J v u to ZZN LU a Z O N V Q W O W F SMOKE DETECT 7R> RE'd!EV�r o- f= w U-Ln w f ----FIFE GEr'.4F?MENT DATE O it'tJTtic!•_:;a,�:7Rci:.rRc REQUIRED FOR I SHEET . REAR ELEVATION 141 SCALE: 1/4' . I'-0° .Xb: 1320 DRAWN BY: KW DATE: 105/13 N Lj ob m � o Cb LEFT ELEVATION RIGHT ELEVATION 1"1 aSCALE: 1/4' - I'-0' _ SCALE: 1/4' - I'-O' W O \ 12 tq m II L 1� a4 2x1D'e Y IG'O.C. F.G.I L 'HURRICANE CLIP' R30 F.G.INSUL/ FASTENERS AT ALL 2xB S 1 5/B'PLTWCOD SHEATHING/ 1G O.0 RAFTER/TOP PLATE • ASPHALT SHINGLES JUNCTUJ9 TYP. ' - /3�STRAPP NG ti\•Gt P. ARD RIGID WIND WASH BARRIER REQUIRED HALL BATH T'MIOR EDGE OP E%TERIOR WALL TOP PLA E W \IN � 1r u 12 \ 12� BLOCKING 4-0'O.C. u 2x1d5 1 16'O.C. 2x10'S i 16'O.C. On IN FIRST TWO JOIST J Z TYP EAVES BATS FR GABLE WALL W p lag FASCIA/1.4 S-IND FIEYBER CONTINUOUS VENTING DRIP EDGE 13R- STRAPPING Z= N ix8 FRIEZE BD.W/BED Ii ING q.T in-GYP.BOARDm W F 3 W FOYER KITCHEN 2x6 EXT.STUDS B 24'f01C./ (n Q 0 6•R1q F.G.INWI-d w N Q In PLYWOOD SHEATHING/ Lu W.C.5HINGLESTI M WRAP/ 4'-O° 9'-O' FINISH FLOOR a W Z - 3/4'a5H SUBFLOOR L'RI9 FIBERGLASS INSU o O woo M 2x10'S 0 16.O.C. Nws i 16'O.C. UJ PT 2x1d5®16.O.G. 2-2x10 GIRDER ~ Q oATIQN wALI. 4-2 -�_�10 GIRT 4x4 P.T.POST p CL P.T.SILL ANCHORED 2B'O.C. GALV.HETAL POST ANCHOR L III CONCRETE 13R BASEMENT L2'•BOND TUBE'PIER TYP. p LU DA P PROOF B-GRADE q.T J In u J 10"xiG'CONTINUOUS FOOTING -In'V LLT COIUH 5 ]� W - NOTE: B 3 I2'WNCRETE SLAB L_f O 5/8 'ANCHOR BOLTS G HIL VAPOR BARRIER J - EMBEDDM 7' 12'-0° SPACED 2B'O.C. 12' FROM CORNERS o _ WASHERS 3'x3"x114" 4'-0' f/SSA\.HjEET 2 SECTION "A" JOB: 1320 SCALE: 1/4' - I'-O° DRAWN BT: KW DATE: 11/15/13 _p. g" 2'_0' DECK o W BA 01 Tl r OO Q� I o. �� W 2xIOe 'IL P U_.BLL T 1-v ADIo RO-.EBcM 1.N BJ LIAB -- I Ifi 12'-O6A'K o=_ 2342-4'°D6NO2 asp Zfij OE mIMO m a 2MDNB 21 GARAGE - S 12 'x3 COCR OIR 3 PITCH T RD ' Fws"F - - p 211 W c O b oAK _ 2fi LIVINGK. HO N OAK O 244DN2B30 _ 37x60 J 2'-4 UP V J 7'v9'O.N.DOOR 14'-4'. 2fi 3 _ Z Nn o LU 3 O to 0 NARROW AWALL BRACING p R/ Z I w J F Q O ao N(1 0 V 2'_6. q'-O. 2'_.' q'_p. 6'_p' CL f' 34._0' J SHEET FIRST FLOOR PLAN SCALE: I/4" . 1'-0" OB: 1320 DRAWN BY: KW DATE• 11/IS/13 N • � sO 1� L �N U n � A Now T LE ,o,wff 2� LIN r - NRfI$IN{f f{H fill h I Nf - a 0 e Ip M 2& -�' c 4A II� YL 1� a O DN. O 38g9-2 TftP o BEDROOM u BEDROOM = W URPET tj 711 J - V KNEE WALL KNEE WALL - - Z= {� Q Z O N Q 0 K W W Q 34'-0 J ° � co N to O �# O d� O J SECOND FLOOR PLAN 5HEET SCALE: I/4° - I'-0" JOB: 1320 DRAWN BY: KW DATE: II/IS/13 r 34 O' 12 O° .. 2-2x10 GIRDER--` I ~y � 1� 4x4 P.T.POST METAL POST AN 10.. CHOR • 1 _ 10SONO TUBE'PIER I I I �uLKN DOOR -.I IB• I I on I - ROP TOW I I 1� I B'x 46'CWKRETE WALL I e p 0 0 - � W I 16'•Id CONTINUOUS FOOTING TYP I - - u I BASEMENT I I',�:I CC?1CRETE SLAB � • I Z I„I - I I = VAPOR BARRIER I O GAUGE ± W l7 a 4'CONCRETE SLAB I - SPLIT I PITCH TOWARD DER GIRT NT F...71 I 3-Mo GIRDER <.I 3 I/2'DIA.STEEL COLUMN .'.Wx12'CONCRETE PAD I w WALL 10' I I •. w J 5.L J- B'x r-q•wNc.WALL CO I 0 Z= N 0.CONTINUOUS FOOTING TYP. I OI I OL— — — Z 3 -- ------- ----------------- ----- W N Q Kww Q _ J 0. a- NOTE1 co y_g• q�_6• y_3• 5 B ANCHOR BOLTS N SPA Io C {- ED 28O.0' . O 12' FROM CORNERS -1d WASHERS WxVW4" J SHEET �5 JOB: 1320 DRAWN BY; KW DATE: 11/IS/13 z • N EaTEND HDR TO •16 DHL TOP PLATE - �—RAFTER®16°O.C. V ♦� --L NGT.STUDS JACK STUD NAIL TOP PLATE �� w W/H M O N� - APPLY SNSIDE - i T P Da ' i-7 MSTAIB CONNECTOR .i� H�.S O EA. RATTER O 3?O.C.B OF led NAILS -,:� ON 7NE INSIDE FACE OF HEADER � TO EACH JAC K STUD STRUCTURAL PANEL = HEADER /• NAILED Bd COMMONTINUWS HEADER TOP PL:TE EDGE AND FIELD CORNEA TO C OR c- - %�• N C R / - OVER nULTIPLE OPENINGS _ "��- � � � ' DOOR TRIMMER STUDS . / / - • Q •• ORAFTER TO PLATE CONNECTION J V _ SCALE:N.T 5. 1-V� PLATE BOLTS " 3�N PLATE ALL- E C ' O . ' EACH NARROW WALL SECTION �1 •. . �! DOABLE ROW 0, ` STAGGER NAILIN ■ ■■■ �I INTO BOTH PLATES Q !R ]°6 DBL TOP PLATE Z VERTICAL • STRUCTURAL PANEL O NAILED Sd COMMON ONARRON WALL BRACING AT GARAGE DOOR ®4NDH'13"D.C.IN FI EDGELD E SCALE:N.T.S.T.S m � a � C L. VERTI A _ 5 E DOUBLE ROW STRUCTURAL �2< _PANELS STAGGER NAILIN BREAK ON SECOND FLOOR �r IJJ INTO BOTH PLATES RIM JOIST '- 21'6 DBL TOP PLATE rr � •� U _ J W-J U SECOND Fl R z - _ Z TI s - Rln JOIST N � VTR C L STRUCTURAL PANEL - —UC STRUCTURAL PANEL !W1 NAILED Bd COMMON -' NAILED Bd COMMON Q Z O O 3'OI EDE 4ND 1V N FEL D -AND D O.C.ED E 13 N FIELD WIII Qt < J— W Q e - W F F m W (L Ll SHEAR WALL COMPLIANCE: tL dJ D ' DOUBLE ROW W� 71F O N DouHLE aow F EACH� WALL RUN Q STAGGER N41LIN � - J - STAGGER NAILIN - VERTICA L SHEA THING WITH U INTO BOY AND SILL INT - ,- OHO%AND SILL p �SL NAILS 3° E - DGE/12 FIELD 0. 4 16d NAILS - LS PER( ) FT BOTTOM PLAT E ' - L- 24S OF EACH WALL RUN 0 "k- ,�i _ VERTICAL 5WEATWING WITH 8d NAILS 3° EDGE/12° FIELD (4)16d NAILS PER FT BOTTOM PLATE —SWEET OFULLFULL Y NEIG T SI-1FA7NING —SINGLE FLOOR FULL I4EIGHT SHEATHING —MULTI FLOOK Sf LE:N.T.S. `—t SC4E:N.T.H. JOB: 13Z0 DRAWN ST: KW T. 11/IS/13 Town of Barnstable Building Department - 200 Main Street ASTABLE. * Hyannis, MA 02601 9 MASS �16 9. (508) 862-4038 Certificate. of Occupancy Application Number: 201308912 CO Number: 20140043 Parcel ID: 002002005 CO Issue Date: 05119114 Location: 58 PHEASANT HILL CIRCLE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Bu di epartment Signature Date Signed TOWN OF BARNSTABLE . U 1 d I n 9 201308912 � BARNSTASLE, Issue Date: 12/06/13 Permit 9 MASS. 16g9• N� Applicant: BAYSIDE BUILDING,INC Permlt,Number: B 201 065 33 'Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 06/05/14 l Location 58 PHEASANT HILL CIRCLE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002005 Permit Fee$ 739.50 Contractor BAYSIDE BUILDING,INC *Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 145,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A 3 BEDROOM,2 BATH CAPE STYLE HOUSE WITH THIS CARD MUST BE KEPT POSTED UNTIL FINAL ATTACHED 1 CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 INSPECTION HAS BEEN E. CENTERVILLE,MA 02632 Application Entered by: TP Building Permit Issued By: -THIS'PERMrr;CONVEYS No RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART,THEREOF,EITHER TEMPORARILY OJtTERMANENT LY.,_ENCROACHMENTS tPUB kgW,NO SPECIFICALLY PERMITTED UNDER THE BUiiBING CODE,MUST BE APPROVED BY.THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY.BE OBTAINED FROM THE DEPARTMT OF,PUBLIC WORKS. THE-ISSUANCE OF THIS PERMIT DOES NOT RELEASE'THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVIS EN ION .. ... RESTRICTIONS a MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS: 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.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). VISIBLEPOSYTHIS.CARD,SO11HAT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS i � n /" Rm ® &7 2 9I h/5 cf/c s/Ds/'f V 2 "`X= s S- Ln r ? y 2 9 `7 3 1 Heating Inspection Approvals Engineering Dept J ;FTirDept �� 2 1� t>^ Boar`cf fFHe th > � Ijol t � �..: �� L j: 1 \+ Commonwealth of Massachusetts ,131)Iy Sheet Metal Permit Date: I of 7 X-PR SS. PERMIT Permit# Estimated Job Cost: $ D N Pen-nit Fee:$ d 2 7 2014 Plans Submitted: YES- NO - Plans Reviewed: YES +-� NO # I( Business License o O TOWN OF BARN ELicense# a /A Business Information: Property Owner/Job Location Information: Name: Q. Uern OVA Oh 1�e e (r , Name: (!1 15fp rd Street: �fl ( Land). 6 Street: 50 Phjwa4V- ht�g City/Town: W. C1r101M City/Town: Telephone- 509— qq5 ' )00 Telephone: nlq Photo I.D. required/Copy of Photo I.D. attached: YES NO S ff Initial J-1 /M-I-unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10;000 sq.ft./.2-stories or less Residential: 1-2 family K y Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Institutionaal Other Square Footage: under 10,000 sq.ft. ✓ over 10,000 sq. ft. Number of Stories: (91 Sheet metal work to be completed: New Work: Renovation: HVAC V Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done- a6 LAG INSURANCE COVERAGE: I have a current liabilitV insurance policy or its equivalentwhich meets the requirements of M.G.L. Ch. 112 Yes No❑ If you have checked Yes, indicate the type of coverage by checking the appropriate box below: A liability insurance policy Other type of�indemnityj❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owners Agent By checking this box(],1 hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES NO Ppouess Inspections Date Comments Final Inspection - Date - - - - - - - - - - Commenter Type of License: By ❑ Master Title ❑ Master-Restricted v City/Town ❑Journeyperson Signature of Licensee Permit ❑Joumeyperson-Restricted License Number: �(t IkI9 1] Fee$ Check atwvvw.rrtass.golyld p I Inspector Signature of Permit Approval The C07117110tzlvealth of tllassaclu7setts De ar•t7nent of.fndustrialAccidents .� .: � P ✓ Office of Investigations 3 600 Washington Street ' y Boston, . fli 02111 V. 1V)V1V.7naSS.0'o1,1dia ~Workers' Compensation Insurance Affidavit: Builders/Coutra&tb_ /Electricians/Plumbers Applicant Information Please Print Lea(�ib_ly Name (Business/organization/Individual): �� 2 t?n u n LV �� r I r n i Ij g.A n ld � ��— Address: 4s o Aox ) Q \ City/State/Zip: W n C Phone Ll I o 0 Are you an employer? Check the appropriate box: Type of.project(required): 1 . I am a employer with vc 4. ❑ I am a general contractor and I 6 rbl New construction employees (full and/or part-time).* have hired the sub-contractors k^-1 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have S. ❑Demolition working for me in any capacity. ❑ employees and have workers' 9 Building addition [No workers' comp.insurance comp.insurance.< required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per I`iGL 12.❑Roof repairs uired.] ' P c. 152to Y"- [� , s.y 1(4),and we have no insurance req em ee t o workers' 13•❑ Other comp. insurance required.] _e-ny applicant that checks box'l must also fill out the section below showing their workers'compensation policy information. ' Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contactors 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-am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. ITistrance Company Name: L e- yyk--..l-i c � �o x ° Policy #or Self-ins. Lic. t: S �i - 9 d 1- t� " Expiration Date: I 1 Job Site Address: \1A t o .ss City/State/Zip: A Attach a copy of the-workers' compensation policy declaration page(shofving 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 viol�br. e dvised that a copy of this statement may be forwarded to the Ofhce of Investieations of the DIA for ins- co vV, rnfication. I do hereby certify under tl ,pan n e perjury that the information provided above is true and correct Si—matw- . � Date: I l � 1� I.3 Phone# � ) 6 1�') 9 Li I I CIO Qfjicial use only. Do not write in this area,to be completed by city or town offrciaL CitY or Town: Permit/License Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. Cih•/Totivn Clerk 4.Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone ': Ribht.1 ax D11-1 10/4/2013 7 : .19:41 AM PAGE 51/055 Fax Server DATE ACOR CERTIFICATE 4F LIABILITY INSURANCE 10-04.2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHOR17ED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION ISWAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTAL'T NAM=. FAY. ROGERS&GRAY INS AGCY PHOMEI.IX'C.Plc Exn: 434 ROUTE 134 E,%AAIL SOUTH DENNIS.AdA 02660 annFp .c• INSURERS)P.=FORGI?IG COVERAGE N.IC 11-13URER A.:ACEAreIERICAN Ir:SURANCE COMPANY INSURED INSURER e: N1 VERNON WHITELEY PLUhIBING& INSURER C: HEATING CO INC&CHATHAId SHEET I NIETAL INC r•IsuRERo: PO BOX 1266 11-IS-JRER E: WEST CHATHANI,iMA 02669 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUNIBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE: FOR THE POLICY PERIOD INDICATED. NOThVITHSTANDING ANY REQUIREP:IENT, TERNI OR CONDITION OF ANY CONTRACT OR OTHER DOCUIMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR PRAY PERTAIN,THE ll`ISURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERIMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIM TS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIIMS. IPlSRI IADDLISUfiFt I POLICY EFF I POLICY EX? I LIMITS LTR TYPE OFINSUR-ANCE INSR LhVD�I POLICY NUMBER y'lm'LDJYYYY) (i,L11iDO:Y'rYYI GENERAL LIA5ILI T Y EACH OCCURRENCE S D%;TA.G RS`JTED I g COtCOMMERCIAL GEHER=L LIAEILITN' F MISEETO IEe crLvraa=': CLAIMS-MADE I OCCUR MED EXP(Any nnc P^..,cc) S PERSONAL 3 AG:!1?I!1JR`( I S GEMER•,L AGGREGATE IS C=iJ'!A.GGREGA.T=U9:IIT APPLIES PER: PRODUCTS•CO)aF;OF A.GG I s I FOLIC'!I I JcCPRO-T I I LOC '( COr•,•i21rdED SL`;GLE LIMIT g AU TOIAOSILE LIASILT i_a�-ciCcnu ANT AUTO EMLY INJURY(Perpemen) IS ALL O'{t4•IED SCHEDULED ECOILY INJUPY(Peraoddeni) S J AUTOS AUTOS NO 'rfVED F OF'EP�ic�,t�MAAGE IS N-0 HIRED r.UTOS AUT!S S . ..._...- EACH OCCURRENCE ......... ..------.......- �UMBRELLALIAl3 OCCUR EXCESS LIAR CLAIMS-,WrDE AGGR=C-A.T S IDED RETErJTIOFJ:S IS � WORKERS COMPENSATION X OSSLUAIT ER- TC•1(LI?""TS ER AND EMPLOYERS'LIABILJ i f Y IN - ANYPP,OPRI'=TOP./PAi:TNEPJ?f,EOUTI'-;= E.L.E4CHACCIDENT I$500000 OFFICERlME,1AaEP.EY.'CLUO=D? NIA 6S62UB 10-01-2013 10-01-2014 tMandaler-,in Mr!) 4972L664 E.L.C•ISEA.SE-EA 5.4FLOYE° $500,000 byes.d,scrita under E.L.01SE 3E.POLICY LL',,IIT $500,000 DESCRIPTION OF OP'c R=.TICNS t—!oot I i DESCRIP T ION OF OPERATIONS I LOCATIONS I VEHICLES(A7ach ACORD M,Addltlonal Remarks Schadule,It more space Is required) CERTIFICATE HOLDER CANCELLATION TOVIN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE 200 NtAIN STREET CANCELLED BEFORE THE EXPIRATION DATE THEREOF, HYANNIS,PAA 02601 NOTICE WILL BE DELIVERED IN ACCORDANCE V-/ITH THE POLICY PROVISIONS, AUTHORIZED P.EPRESEHT TIVE It 1 I G 1988-2010 ACORD COP.POP.A.T10N.All rights reserved. ACORD 2S(2D10105) The ACORD name and logo are registered marks of ACORD Y �/� '�� j��, r-ZelTul�ltar�r Sex-��ices • Thomas F. Geilc ,Lirccaoi- �\ g •F ail din a Di,rTisicon Tom 1'cr-rf,.I uilding Cominissicr.er 01-D'Wa-ta SL-'cck Iivannis,Vic`.02501 tr+��•�'r.tn\>�n.h��-estahie.r.:a.T�s Ot ce: SOS-962-+038 Fax_: 50E-790-5230 P eity U cr—si Compicte am-I Sip Tat's Secti.on. _T.1 Us in-E, A B u 1.U i'9vt '•r y / 'S Cw .�Co Lac. SIINcCl:.i��C�c'r=i t' P 0..CC O R L�: 1 � • ad r at L z C-�"a r r- M r�, :2 ^�� r,- rr. � r, i r; Y,-=Q 1 1.L�c_}_0.�-f.1�j �1_ ;i [_� C� Z7j mil=_] 0- Lj _5 _- atp -xjer rs appl.jrj.ng zor_ , e,.;..a_tt Pl.ca s e c om �e�e 'h.e - — , Hon (co vntrs Lcense E.i_p—mpti.on Po:, m_ on �lae- It, liei.se sid.c, COMMONWEALTH OF MASSACHUSETTS ...;,�• a a l WTI :..SHEET METAL WORKERS. AS A BUSINESS —ISSUES THE ABOVE LICENSE TO: i ER;IC .T_,.1JHITELEY : '). VER.N.ON WHITELEY PLBG AND C 2.$':VI-L.L`AGE LANDING ! PO BOX' :1266 W CHAT:HA1`1 1-1A 02669,-000. 12/22/14 . . 292.629------------------------------- COMMONWEALTH OF MASSACHUSETTS' No SHEET METAL WORKERS AS A MASTER-UNRESTRICTED ISSUES THE ABOVE LICENSE TO: .ERIC T WHITELEY P.0 BOX 248 VIEST CHATHAM h1A 02669-0248 ' 290 02/28/14 119423 =c d,Th=n Geiech Alzr•.a All Pa;fo;a!ionc DRIVEP, LICENSE �7J NUAfBEfl tL I�y�4S7019921,j� �� t 09�i��ot'`��.�-��,�-�,�.r• + __ � -,. IrJ `T f�02:%16 2014 02 16�197 , t j i�CLASSfflEST�skHG�1'Spp 3f tfr P„� Q�,, ' � W CHATHAM,tv1At s }}�j4�x��x4 �b'r�, � —� ( •LDS y t�5'�, 4 r ` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �VI1 - A _ #W2 icaIMap Parc �y� n V l Health Division Date Issued Z Conservation Division Application Fee Planning Dept. �' Permit Fee 6 L2�{ Date Definitive Plan Approved by Planning Board 40.4-- 1-1 1-%2_0z, Historic - OKH _ Preservation/ Hyannis Project Street Address 5T A�a5 a-h Z_ Z!& CrrC 4 Village C_0+V t A Owner C-0 tU t't &q Vi'±Y }4 0 U S! tl G Address BOX Y_e� /i l Telephone 505- -7 71 - /U Llo Permit Request 10 Go►� 5-rc u �t a_ 3 {3e cl-room, Z ►3 c. �11 G cup E'_ S Square feet: 1 st floor: existing proposed C I E 2nd floor: existing proposed 5 S 3 Total new !3-%% G i39g Zoning District R ` 7 Flood Plain G Groundwater Overlay r� Project Valuation t q5, 000 Construction Type wood Fl-at 'l? C Lot Size '6 `b 9 '� Grandfathered: ❑Yes l(No If yes, attach supporting documentation. Dwelling Type: Single Family �d, Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ,� No On Old King's Highway: ❑Yes 14 No Basement Type: XFull ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) 0 Basement Unfinished Area (sq.ft) g Number of Baths: Full: existing new 2- Half: existing new Number of Bedrooms: existing 3 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: XGas ❑ Oil ❑ Electric. ❑ Other Central Air: AYes ❑ No Fireplaces: Existing A New_��_Existing wood/coal stove: ❑Yes kNo Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing B new size _Shed: ❑ existing ❑ new size _ Other: yx 2,2 - Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes DdNo If yes, site plan review # Current Use Proposed Use _S �Gi [e _Y APPLICANT INFORMATION s (BUILDER OR HOMEOWNER) �.. r7„ Nai-ne B C I a y\_ Telephone Number 50q-TI I U L Address SOX 9 S, _ V ! License# 005- G y S Home Improvement Contractor# Worker's Compensation # 00 7 3 L/0 6 Z 2- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SGWI LA) ;t," SIGNATURE DATE 1 2--� 13 FOR OFFICIAL USE ONLY APPLICATION# ; DATE ISSUED MAP/PARCEL N0. ADDRESS VILLAGE _ OWNER DATE OF INSPECTION: , FOUNDATION ( 12J3483 GcFY%�3�I$ItcyiPlt / FRAMED/ INSULATION ® 3YC ! /2 FIREPLACE w ELECTRICAL: ROUGH FINAL 1 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING j 5�1��1y DATE CLOSED OUT ASSOCIATION PLAN NO. _ _ Departanent qf. ndustria l Accidents b Office of Investigations - 600 Washington,Street Bostar, A 02111 Workers' Co pensatiou Insurance AfffdaAt: guifders/Contra:.cters/Electriciaus/Plumbers Alrpiicant Information Please Print flezyibiy Name (Busiaess/Organizaiion/il-,idual.): 1,5d n i Address: . City/State/Zip:6_9�0E_t4 1 ULF A4 6US3 Phone : C : Are you an employer?Check the- pproprlate bo. Type of project(required): .❑ i 1 I am a e with to •er 4. N I am a general contractor and I y have hired the sub-contractors 6. [ 7`New construction . 2.❑ I am sole proprietor or partner listed on the attached sheet. 7,. ❑ Remodeling e to ees full and/orpart-time).. ship and have ho employees These sub-contractors have 8. ❑ Demolition working for me'many capacity. workers' comp.insurance 9. ❑Building addition No workers' comp.insurance 5. ElW6 are a corporation and its officers have exercised their required.] 10.❑Electrical repairs or additions 3.❑ I am.a homeowner doing all work' right of exemption per MGL ME] Plumbing repairs or additions myself [NTo workers' comp: .: c: 152; §1(4),and we have no 12.❑Roof repairs insurance required.. t employees.-[No workers' 13.❑ Other _ . comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information> t Homeowners Who.submit this affidavit indicating they are doing all work:and then hire outside contractors must submit a new affidavit indicating such tContractors that check this box must attached an additional sheet showing the.name of the sub-contractors and their wprkeis'cornp.policy information. I am an employer that ispraviding ivorkers'co pensation insurance for my erployees. Below is tha polky arsd job site infarrn�io7r. .: C,�,t r -- Insurance Company Name:: Policy#or Self- is.Lie.#:_O U 7 3.y 0 G Z.?,- - Expiration Date: : Job Site Address: . 01 C I .rG 1:e� City/state/zip: .A_ttach a.copy of th e warkers' cornpensation po-liey declaration gage(Shoeing the policy Rum-ber and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can,lead to the impositiosi.of.criminal penalties of a fine up to$1,500.00 and/or one-year mpnsonment, as well as civil penalties in the foam of a STOP WORK ORDER and a fine of up to$250.00 a day.against the violaator. Re.advised that'a.copy of this stateluent Maybe fbvXTarded to the:Offi:ce of Investigations,of the DIA for insurance coverage verification I der laerelrjv certify z rzdeY the przirzs arr.d penalties of per ary ali t trig irr �r rraa;iora pr onTia'ed aborye is tnze&nd CQ1rr°mot. Si�at e: -Date: • Z.I*S/2-0/ 3 Phoue n: .s -7 7 I — /C) Official use only. Do Trot ii rrse in this area,to be coulpleted iry city of raia,,rt officird. City or Town: Perrait:/License 4 Issuing Authority (circle 1.Board of Health 2.F.uildina Departn ent 3. C ty/To\�-a Clerk 4.Electrical laspeetor s.f'lumbMa llrsp edar• 6. ©dater• Contact Persian: Phone r: Subcontractor's Insurance 2012 r A 'GL"Pohcy$` GL'Poiicy `�WC"Policy Sub Contractor Effective Date Expiation _ ,Effectrve Date Expiration All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 03/01/14 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 01/20/14 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 _ 07/13/14 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 05/13/14 . Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 06/13/14 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 02/13/14 Chaves,Robert 508-362-9929 08/13/04 08/13/12 12/17/04 04/13/14 Christopher Costa&Associates,Inc. 01/22/08 08/27/12 02/06/07 04/13/14 Coy's Brook,Inc 508-394-8442 .04/24/04 04/24113 09/21/04 03/13/14 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 01/13/14 Hill Construction 508-888-8154 .04/29/07 04/29/12 08/14/04 06/13/14 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 07/13/14 Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05. 02/13/14 MAP Insulation 508-888-3599 10/01/07 10/01/12 . .. 10/01/67 05/13/14 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 .06/13/14 Pastore Excavation:lnc. 06/05/M 06/05/12 10/12/08 : 08/13/14 . . Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08 : 03/13/14 1 (onvfructi(m Surer i.or �• x� + 005645 a� �O 6 X 95 CRN TFERVT < r � 5 - _y u 1 , REScheck Software Version 4.5.0 Compliance Certificate Project THE PHEASANT MODEL Energy Code: 2009 IECC - Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 826 ft2 Glazing Area 13% Climate Zone: 5 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING, INC. BARNSTABLE, MA . Compliance: 6.0%Better Than Code Maximum UA 248 Your UA: 233 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or,cost relativeao a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss: 682 38.0 0.0 0.030 20 z Ceiling 2:Cathedral Ceiling (no attic) 272 30.0 OA 0,034 9 Total Walls: Wood Frame, 24"o .c. 1,867 21.0 0.0 0.056 88 Window 1: Wood Frame:Double Pane with Low-E 208. 0.310 64 . Door 1: Solid 42 0 280 12 Door 2: Glass 42 0.310, 13 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 826 : 30.0 0.0 0.033 27 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has.been designed to meet,the 2009 IECC requirements in RESche Version 4.5.0 and to comply with the;mandatory requirements listed in the RE.Scheck Inspection Checklist. Nam _ Itle - Signature .. . : Date . ... Project Title: THE PHEASANT MODEL Report date: 11/20/1 Data.filename: C:\Users\Fine Line Design\Documents\REScheck\THE.PHEASANT.rck Page 1 of 8 REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2009 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions".column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Field Verified # Pre-Inspection/Plan Review Complies? ,` Comments/Assumptions &..Req.ID: Value Value 103.2 :Construction drawings and _ Complies [PR1)1 documentation demonstrate . ❑Does Not energy code.compliance for the ;building envelope. ❑❑Not Observable N t Applicable 103.2, :Construction drawings and Complies 403.7 documentation demonstrate [PR3]1 :energy code compliance fors;. Does Not j :lighting and mechanical s stems. []Not Observable Systems serving multiple y ❑Not Applicable ;dwelling units must demonstrate compliance with the commercial code. k t 403 6 Heating and cooling equipment is; Heating: ; Heating: ;❑Complies ; [PR2lz sized per ACCA Manual S:based Btu/hr Btu/hr ❑Does Not on loads per ACCA Manual J or ti9 Cooling: Cooling: y other approved methods. Btu/hr ; Btu/hr ❑Not Observable ❑Not Applicable Additional Comments/Assumptions:.. . 1 High-Impact(Tier 1) 2, Medium Impact(Tiee:2) . . : 3 Low Impac (Tier 3)t Project Title:THE PHEASANT MODEL Report date: 11/20/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\THE:PHEASANT:rck Page 2 of 8 2004 1EC Foundation Inspection Complies?'` Comments/As'sumption§ 303.2.1 A protective covering is installed to ;❑Complies (FO1,1]2 . protect exposed exterior insulation 1❑Does Not ,y a and extends a minimum of 6 in.below: . i❑ grade. Not Observable ❑Not Applicable .; 403.8 Snow-and ice-melting system controls;❑Complies [FO12]2 ;.installed. ;❑Does Not ` ;❑Not Observable t 10Not Applicable Additional Comments/Assumptions: i 1 .High Impact(Tier 1) 2. Medium Impact(Tier:2). 3 Low lmpact(Tier.3) Project Title:THE PHEASANT MODEL Report date: 11/20/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\THE PHEASANT.rck Page 3 of 8 sectlion Plans Verified Field Verified*. # Framing/Rough In Inspection Complies? Comments/Assumptions &;Req.ID Value 402.1.1, Door 0-factor. U- U ;❑Complies ;See the Envelope Assemblies 402.3.4 : :❑Does Not ;table for values. [FR1]1 , ,❑Not Observable , T❑Not Applicable 402.1.1, :,Glazing U-factor(area-weighted U- U ;❑Complies. ;See the Envelope Assemblies 402.3.1, :average): !❑Does Not ;table for values. 402.3.3, ; ❑Not Observable [0 2]1 ;❑Not Applicable , 303.1.3 U-factors of fenestration products i � ❑Complies [FR4]1 :are determined in accordance r ❑Does Not with the NFRC test procedure or ° taken from the default table. ❑Not Observable .n> ❑Not Applicable 402.3.5 ;Sunrooms enclosing conditioned U-: U- ❑Complies [FR8]1 :space have a maximum : : ❑Does Not :fenestration.U-factor of 0.50.in Climate Zones 4-8. New glazing j I❑Not Observable :separating the sunroom from ;❑Not Applicable ;conditioned space must meet ; :code requirements. 402.3.5 :Sunrooms.enclosing conditioned : :U U 1EIComplies ; [FR9]1 ;space have a maximum skylight QDoesNot =- U-factor of 0.15 in Climate Zones 4 8. _ ❑Not Observable :. _. ❑Not Applicable L.. 402.4.4 Fenestration that is not site built ❑Complies a d [FR20]1 :is listed and labeled as meeting. ❑Does Not AAMA/WDMA/CSA 101/I7S.2/A440 ( K" :or has infiltration rates per NFRC ❑Not Observable :400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies ; [FR16]2 i sealed at housing/interior finish ❑Does Not and labeled to indicate:52.0 cfm ❑Not Observable g leakage at 75 Pa. y ONot Applicable l 403.2.1 ,Supply ducts*in attics are 1 12- R=. ;❑Complies. [FR12]1 :insulated to>R-8.All other ducts I R R ❑Does Not in unconditioned spaces or ;outside the building envelope are: ❑Not Observable 1 :insulated to>_R-6. : :: ;E]Not Applicable 403.2.2 ;All joints and seams of air ducts, ' '• ❑Co.n?plies [FR13]1 :air handlers,filter boxes; and ❑Does Not building cavities used as return : :ducts are sealed.: ❑Not Observable ;. �. r ❑Not Applicable. 403.2.3 ;Building cavities are not used for ,; ❑Co.mplies [FR15]3 ;supply ducts. ❑Does Not : :. ❑Not Observable ONot Applicable _ [ 17]z above QFcor chilled fluids R :: R- . : ;❑❑Complies ; Does Not i below 55 QF are insulated to >_R- 13. 1❑Not Observable : :.. ..:. IDNot Applicable 403.4 Circulating.service hot water R ;:.R- ;❑Complies [FR'18]2 a:pipes are insulated to R.2. I : :❑Does Not 1❑Not Observable k j❑Not Applica I 1 JHigh Impact(Tier 1) 2: Medium Impact(Tier:2) . 3 Low Impact(Tier3) Project Title: THE PHEASANT MODEL Report date: 11/20/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\THE PHEASANT.rck Page 4 of 8 Section Plans Verified Field Verified . #_ Framing/Rough-Iq Inspection Complies? CommentslAssumptions 6e Req.ID ': Value Value 403.5 d Automatic or gravity dampers are ' ❑Complies ; (FRlg]z installed on all outdoor air ❑Does Not intakes and exhausts. '. . []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 J.High.ImOact(Tier 1) '2. Medium Impact(Tier 2). 3 Low Impact(Tier 3) Project Title:THE PHEASANT MODEL Report date: 11/20/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\THE PHEASANT:rck Page 5 of 8 section Plans Verified Field Verified # Insulation Inspection Complies? Comments/Assumptions & Recob Value: Value 303.1 All installed insulation is labeled Y` J❑Complies [1N131z orthe installed R-values ❑Does Not provided. ❑Not Observable j a + ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ;❑Complies. See the Envelope Assemblies 402.2.5, ❑ .Wood ❑ Wood. ;❑Does Not table for values. 402.2.6 [IN111 ;El Steel ❑ Steel ❑Not Observable :❑ Not Applicable .' 303.2, Floor insulation installed per `, » '. ❑Complies 402.2:6 manufacturer's instructions,and ❑ Does Not [IN211 in substantial contact with the sI :underside of the subfloor. "❑Not Observable ; ❑Not Applicable 402.1.1, :Wall insulation R-value. If this is a: R- R ;[]Complies ;See the Envelope Assemblies 402.2.4, :mass wall with at least 1/2 of the ❑ Wood: ;❑ Wood ;❑Does Not 1.table for values. 402.2:5: wall insulation on the wall ❑ Mass: ❑ Mass ❑Not Observable" [IN31 ;exterior,the exterior insulation requirement applies. ❑ Steel ❑ Steel ;❑Not.Applicable 303.2 Wall insulation is installed per ❑Complies [IN411 !manufacturer's instructions. ❑Does Not V ❑Not Observable I ❑Not Applicable. _. .. 402.2.11 ;Sunroom wall insulation has a R--. R- ;❑Complies [IN811 ❑ :minimum R-value of R-13.New , Does Not , walls separating the sunroom :: ;from conditioned space must ;❑Not Observable , 1 meet code requirements. ;❑Not Applicable 303.2 ;Sunroom wall insulation installed r ❑Complies [IN911 per manufacturer's Instructions. ❑Does Not ❑Not Observable ; IE]Not Applicable 402.2.11 ;Sunroom ceiling minimum R R- ;❑Complies [IN10]1 :insulation R=value of R-19 in a ODoes.Not Climate Zones 1 4,and R 24 in ClimateZones;5-8. ❑Not Observable ❑Not Applicable 303.2 ;Sunroom ceiling insulation is ❑Complies [IN1111 :installed per manufacturer's, - _". ODoes Not instructions. 1M°" ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 J.High.Impact(Tier 1) 1 2:' Medium Impact(Tier2)' 3 Low Impact(Tier 3) Project Title: TH.E PHEASANT MODEL Report date: 11/20/1 . . . . _ . Data filename: C:\Users\Fi.ne Line Design\Documents\REScheck\THE;PHEASANT.rck Page 6 of 8 Section Plans Verified Field Verified . # Final Inspection.Provisions Complies? Comments/Assumptions &Req.ID. Value Value g insulation R-value.Where R- R- p I See the Envelope Assemblies 402.1.1, Ceilin ❑Com lies , 402.2.1, >R-30 is required, R-30 can be ❑ Wood ;❑ Wood ;❑Does Not I table for values. 402.2.2 used if insulation is not [FI1]1 compressed at eaves. R-30 may ;❑ Steel ❑ Steel ❑Not Observable be used for 500 ftz or 20% ;ONot Applicable ; (whichever is less) where sufficient space is not available: . 303.1.1.1,;Ceiling insulation installed per '`` ❑Complies 303.2 manufacturer's instructions. ' ❑Does Not [FI2]1 Blown insulation marked every ; 300 ftz. `: ❑Not Observable l . �• ❑Not Applicable L. 402 2.3 'Attic access hatch and door R- R- ',❑Complies , [FI3]1 :insulation >_R-value of the I _ ❑Does Not { adjacent assembly. ;❑Not Observable ;❑Not Applicable 402.4.2, Building envelope.tightness ACH 50 ; ACH 50 = ❑Complies } 402.4.2.1 ;verified by blower door test result) I❑Does Not [F117]1 of<7 ACH at 50 Pa.This '[]Not Observable ' J requirement may instead be met :via visual inspection, in which ;❑Not Applicable case verification may need to :occur during Insulation Inspection 402.4.3 Wood-burning fireplaces have ❑Complies ; [FI8]2 gasketed doors and outdoor F ❑Does Not . )combustion air. ,�. ❑Not Observable ONot Applicable 403.2.2 !Post construction duct tightness . : cfm cfm ;❑Complies [FI4]1 :test result of<_8 cfm to outdoors, l 1 ❑ oes o D Not or<_12 cfm across systems. Or, '.rough-in test result of<6 cfm ❑Not Observable � ❑Not Applicable :across systems or_4 cfm : - � - , without air handler. Rough-in test :verification may need to occur during Framing Inspection. 4031.1 Programmable thermostats ; ❑Complies [F19]2 installed on forced air furnaces. "' JE]boes Not []Not Observable ;. '. ❑Not Applicable 403 1 2 A Heat pump thermostat installed ❑Complies [FI10]2 Ion heat pumps. : ❑Doe$Not I „ . f ' ❑Not Observable ;. ❑Not Applicable 403.4 ;;Circulating service hot water ❑Complies [FI11]z systems have automatic or ❑Does Not accessible manual controls. J ; ❑Not Observable ' ❑Not Applicable.: 403.9.1 '1Readily accessible switch on • ❑Complies [FI12]3 heaters for swimming pools. ❑Does Not ❑Not Observable , ❑Not Applicable 403 9.2 ;Timer switches on pool heaters IlIqomplies [FI19]3 and pumps are present. ❑Does Not . . J ❑Not Observable ;. .. ❑Not Applicable ..; . 1 J.High Impact(Tier 1) °2 Medium Impact(Tier 2). 3 Low Impact(Tier 3) Project Title: THE PHEASANT MODEL Report date: 11/20/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\THE,PHEASANT.rck Page 7 of 8 I Section-1, Plans Verified Field Verified:; # Final'lnspecfion Provisions Value Value complies? Comments/Assumptions &Req.ID 403.9.3 Heated swimming pools have a ,' ❑Complies [F120]3 cover.Covers on pools heated []Does Not over 90 4F are insulated to R-12. ` 11J ❑Not Observable ❑Not Applicable 404.1 ° of lamps in permanent ❑C 50/o omplies [FI6]1 ;fixtures are high efficacy lamps; ❑Does Not . ❑Not Observable ; ❑Not Applicable, I 401:3 ]Compliance certificate posted. ❑Complies. [F17]2 :] m.: Oboes Not ql 3 ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ;. ❑Complies [FI18]3 mechanical and water,heating ��'- - �_`� � �' . ;• ❑Does Not !equipment have been:provided. . „❑Not Observable . . ONot Applicable Additional Comments/Assumptions: . 1 High.lmpact(Tier 1) 2. Medium Impact(Tiee:2) 3 Low impact(Ti er.3) Project Title:THE PHEASANT MODEL Report date: 11/20/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\THE PHEASANT.rck Page 8 of 8 2009 IECC Energy Efficiency Certificate*. .. Insulation Rating R-Value Wall 21.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.31 0.31 Door 0.31 0.31 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compfia'nce (.780 CMR 5301.-2.1.1)l THE PHEASANT MODEL COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)...................... ....................... ................ ..................................................110,mph WindExposure Category.... ........................1....... ....................... ............................................. ......... 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ...;.. 2 stories :5 2 stories RoofPitch ..........................................................................(Fig 2) .............................;...............................12:5 12-.12..........................................................................................0................................................. ........................ MeanRoof Height ..............................................:...... .........(Fig 2)...................................................16 ft :5 33, BuildingWidth W ............................. .............................. (Fig 3).............................. .............. 24 ft :5.80" . Building Length:, L ........................... ......................... ...(Fig 3).............................. ................48 ft :5 80" Building Aspect Ratio(L/W) ................................. ..............(Fig 4)...........::....:............................;::::.......2 5 3:1 0....... .... . . Nominal Height of Tallest Opening? ........ .............................(Fig 4)................................ ....................65-8":5 6'8 1.3 FRAMING CONNECTIONS General compliance with framing connections................ ...(Table 2)................... ....... ........................... .......... . 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete............................................................... ............................... ................. ......... ConcreteMasonry................... ................................................ ........................... ................................... N/A 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as aft alternative in concrete only Bolt Spacing—general ............................................(Table 4)............ .............. 28 in. Bolt Spacing from end/joint of plate .................. ..........(Fig 5)................ ............... ..........12 in. :5 6" 12" Bolt Embedment—concrete..................:................:..........(Fig 5)..... ........ ..................................7. in. >7' Bolt Embedment—masonry........_......... ....................(Fig 5).... . ...................... in. �:15" N/A PlateWasher................................... .............................(Fig 6)................................... ...........2!3"x 3"x YV 3.1 FLOORS Floor framing member spans checked ................................(per 780 CMR Chapter 55).................................. Maximum Floor.Opening Dimension................................ (Fig 6)....................................o..................9 ft:5 12' Full Height Wall Studs at Floor Openings less than-2'from 2'from Exterior Wall(Fig 6)....................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or.Shearwall,:..... ....(Fig:7)...................... ........... ...... ft :5 d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).............................. ................. . ft 15 d N/A Floor Bracing at Endwalls............................: .......................(Fig 9)..................................................................... Floor Sheathing Type .............. ........ ...................:..........(per 780 CMR Chapter 55) Floor Sheathing Thickness ...................................*..............(per 780 CMR Chapter 55)..........................314 in. Floor Sheathing Fastening.......................................... ...... ...(Table 2)..... 8 d nails at 6 in edge 12 in field 4.1 WALLS Wall Height Loadbearing walls....... ............................... ........... Fig 10 and Table 5)................... ...........8 ft 15 10, Q.Non:Loadbearing walls................................................(Fig'10 and Table 5).............................18 ft :5 20' Wall Stud Spacing . ............... .... ..... ........................(Fig 10 and Table 5).....................24 in. :5 24"o.c. Wall Story Offsets .........................................................(Figs 7&8).::.................................:..'......_ft scl N/A A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls.........................................................(Table 5)............................*..............2x6-8 ft 0 in. Non-Loadbearing.walls................................. ..............(Table 5).......................................;2x6-18 ft 0 in. Gable End Wall Bracing Full Height Endwall Studs............................................:(Fig 10).................... . .............. ............................... WSP Attic Floor Length..... ........................... ..........:...(Fig 11).....................:........................—ft�:W/3 N/A Gypsum Ceiling Length(if WSP not used)...;...............(Fig 11)........................................I.......26 ft>_0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............................................................. N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ff.'soacing in end joist or truss bays 0 Double Top Plate Splice Length ....... ................................ ..........(Fig 13 and Table 6)......................... ................8 ft Splice Connection(no.of 16d common nails)......:..:....(Table 6)............................... 6 Loadbearing Wall Connections Lateral(no.of,16d common nails)........ ....(tables .................... 7) 2 Non-Loadbearing Wall Connections Lateral(no. of 16d common,na,ils)..................................(Table 8)................... ..............................3: Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans. ...............:............. ............ ..........(Table 9)..... ...... ........................... 6 ft 0 in.:5 11' Sill Plate Spans .... ...... ......;...... ....................... ....(Table 9)..........................................3 ft 0 in. :5 11, Full Height Studs (no. of studs)......: .............h.........(Table 9)....... ................................................3 Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.................6:....... ..............................(Table 9)..................7.�.......... ...........9 ft 0 in. 5 12' Sill Plate Spans........................... .................. ......(Table 9).............................. ft in. 15 12 N/A Full Height Studs(no.. of studs).....................................(Table 9)....... .......................... ..........................3 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously 4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 ............ -8" 6 8.........................................................6' ......!....... .........(note 4).,..................................... 21 Sheathing Type..................... ..................WSP Edge Nail Spacing.........................:...............(Table 10 or note 4 if less)........:.......................3 in. Field Nail Spacing..........................................(Table 10)................. ............ ......................12 in. Shear Connection (no. of 16d common nails)(Table 10).........:.......................d...........................4 Percent FulkHeight Sheathing...........::..........(Table 10)...........:......................... .................71% 5%Additional Sheathing for Wall with Opening>6'8"(Design.Concepts)..................... Maximurn Building Dimension,,L Nominal Height of Tallest Opening?.............................................................. 6'-8":5 6'8" Sheathing Type.......... ..............................(note 4)................................ ......................WSP Edge Nail Spacing.........................................(Table 11 or note 4 if less) ..........................3 in. Field Nail Spacing................ F ........... .........(Table 11).......:..:...................................... .....12 in. Shear Connection (no. of 16d common nails)(Table 11)................. ..................................... 4 Percent Full-Height Sheathing.......................(Table 11)......................................................24% 5%Additional Sheathing for Wall with Cipening>6'87(Design.Concepts)................... N/A Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ AWC Guide to Wood Construction in High WindAreas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)i 5.1 ROOFS Roof framing member spans checked? ......... For..:...... ( p ) Q Rafters use AWC Span Tool,see BBRS Website Roof Overhang .................................................... (Figure 19)...............2/3 ft<_smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors uplift....................................................(Table 12) ..................... ...............U=236 plf Q Lateral...:..:.. ._.................... .........(Table 12).......I... ....,.... L=176 plf Q Shear................................................(Table 12)............................ ........S=77 plf Q :. Ridge Strap Connections, if collar ties not used per page 21... (Table 13)................................T= plf N/A Gable Rake Outlooker......................................... (Figure 20).............._ft<_smaller of 2'or U2 : N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift......................... .......:.........(Table 14) Lateral(no. of 16d common nails)...(Table 14) ...................................L= lb.. . . N/A Roof Sheathing Type... ..........I......... .:....(per 780 CMR Chapters 58 and 59) ...........: Q Roof Sheathing Thickness......... .... ........... . ...,..:..:...................5/8 in.>7/16"WSP Q Roof Sheathing Fastening ................(Table 2) 8d THE PHEASANT MODEL-COTUIT MEADOWS MEETS THIS CHECKLIST IN ITS ENTIRETY,THEREFORE THE NOTE BELOW APPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not .. required per the WFCM 110 mph Guide:. a. Steel Straps per Figure 5 b 20 Gage Straps per Figure.11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and:Figure 18b 2. Exception:Opening heights of up to 8 ft. shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and l l and location of wall sheathing and Building Aspect Ratio, determine.Percent Full-Height Sheathing and Nail Spacing requirements b. Wood.Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be.installed with strength axis parallel to studs. . it: All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv: On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. V. .Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below: Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High WindAreas:110 mph Wind Zone Massachnsetts Checklist for Compliance(7so CMR 53o1.2.1.1)1 -WHEN THIS EDGE REST ON FRAMING UM&!NAiI S A�8'b c. _- - -- 1 IL it 14 '1 11 f t.l � t } II tl J� .. .. .. .. :.: NAILSPACING + {_-PANEME EDGE E d See.Detail on Next Page- Vertical and Horizontal Mailing for Panel Attachment AWC Guide to Wood Construction in High WindAreas: 110 mph Win,d Zone Massachusetts Checklist for Compliance (?so cMR 5301.2.1.1)' A �za i ,. t� .. . . , m FRA ma MEMBERS i I EDGEKrERMEDIAT£ z S"MIN. i r ------- STAGGERED NAfL.PATTERN PANEL PANEL EDGE DOME NAIL EDGE SPACWG DETAL Detail Vertical and Horizontal Nailing: for Panel Attachment °f fFfEtp{t Town of Barnstable, ti Regulatory Services . BARNSrABLE,$ Thomas F.Geiler,Director �AI�D P. Buildffig D1Y1sioa Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 . �t'�vaown.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Ovm' r Must Complete and Sion This Section if Usin ABuilde 13 awn D c4�'-/� 7,l�l Ai►il q G 0 T ��l/1-{`t11014A61-e f}ays�ds lClviner of the sub)*ect property hereby authorize to act on riiy.behalf, 130 lcli h �n c in all matters relative to work authorized by this building permit application for; , (.f ddiiess off ob) 4na =r ate Print Name Q,F O R!N4 S:07TNERP EPII IS S 10N TempParcelEdit Page I of 1 5 Logged In As: Wednesday,January 162008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 005 Street Number: 58 ! Unit Dev Lot LOT 5 €. Road Name: JPHEASANT HILL CIRCLE Sec. Road: Villiage: 07 -Cotuit I ' Part of M/P: MAP 002 PPCL 002 Plan Ref: PLBK 617/69-75 (APP 7-62) I Date Added: Updated: U da e'° ; Delete �A�dd�noth�e http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 Duct Leakage Test Form Customer Information: Test Conditions: Name: Bayside Building Date: 3/11/2014 Address: 1645 Falmouth road Bayberry square Time: City: Centerville Indoor Temperature(F): State/Zip: Ma 02632 Outdoor Temperature(F): Phone: (508) 775-1040 Floor Area(ft2): 1398 Email: System Airflow(cfm): 1400 Cooling Size(tons): 3 Heating Size(btu): 80,000 Building Address:(if different from above) Primary Location of Street: 58 Pheasant Hill Circle Supply Ductwork: Basement City/State: Cotuit Ma. Primary Location of Return Ductwork: Basement Comments:. System located in basement on one two zones#1 first floor#2 second floor Duct work in cold spaces insulated with r-8 foil.faced insulation all others r-6. All joints seams.and connections sealed with 1580 Venture mastik tape UL#181b-fx System tested after rough install with Minneapolis duct blaster. Sheet metal permit#2 201400522 Total Leakage Test Depress Press Outside Leakage Test Depress Press Test Pressure: (Pa) Test Pressure: (Pa) Baseline Duct Pressure(optional): (Pa) Duct Press. Flow Ring Fan Press Flow(cfm) Duct Press. Flow Ring Fan Press Flow(cfm) (Pa) installed (Pa) (Pa) installed (Pa) 25 3 75 Fan Model/SN: Results: Outside Leakage(cfm).: Fan Model/SN: Outside Leakage as% System Airflow: Results: Outside Leakage as% Total Leakage(cfm): Floor Area: Total Leakage as% 75 System Airflow: Eric Whiteley Toal Leakage as% W.. VERNON eric@wvwhiteley.com Floor Area: 5,4 INC. +'" 28 Village Landing • I+ AnwtG• Cmrarallvo P.O. Box 1266 W.Chatham,MA 02669 Plumbing• Heating T S08-945-1100 Air Conditioning F 508-94S-5549 Since 1952 www.wvwhiteley.com a . . . �� . I I I I I I � . 1� '1� I- I - 1* .-, - .� I I- I . . � I I I, .� � I I � I .1 .. � . I . I I I I � �Ira�IK . . . I I . . Foundation Certification * Barnstable :MA Pre Bred For Lot 5 N 58`1Pheas'ant Hill Circle Cotuit Meado z II I. ws Subdivision .of Barnstable Assessors Map: 002.P.11 O.. .02 Baxter NYe .Englneering '& Surveying Flood Zone C ® FIRM Community Panel Number No.. 025551 0021 D . OWNER: Cotuif Equitable Housing, LLC`® Deed Book'21804 Page' 41:- 1 Registered Professional OPEN SPACE: Cotuit- Meadows Homeowner's Association, Inc. "® Deed Engineers and Land Surveyors Book 23161 Page 59III 78 ;North Street, 3rd Floor Barnstable Zoning Board of Appeals No ,2005 082 ®Deed Book.'21059 Hyannis, MA 02601. Page 158, . Minor.Modification No. 1 ® Deed Book 22249 Page '282 ~Phone (508),:771-7502 . Fax 7,(508)-771 7622 ` „:Job Number 2005y-214 ,. — — — - . Scale ' 1' 20' 11 14 - _ _4II n '.i 4 . . ' .,. . . I _ � ,. . . - I w ,' v,. t 5 . .{ . :1. . +. . r. -..: - ' , r _ • `' . - .I . .. 1. �. _ .:. -. .. a '' v . .�„ ,1. q., - .;" h� - . . e. II .. . . - I. II II II I. - 'r , S69j , ^LOT .,6 r �7! , " - � , p " v.. y ? :} .. . « f y. .: , '` I m ..,p 4 38' ' T" t � ". 2h LOT 5 L4�' i '`". o �8. 0.20f ACRES '� i °j O o N n I r.� . 24 0 �I 1 4 I" 36 25 8 ti s z - o '" '0389 I ;' V? „ . . . . . . L „>' . . ,, F . r LOT. 4 Ns9,33.' . '%I g , . x r . . . , . F t " t t" d I - ' +_ ; CERTIFY THAT TO THE BEST OF; MY. KNOWLEDGE THE EXISTING:STRUCTURE SHOWN HEREON IS IN . , COMPLIANCE WITH FRONT,,-SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') 'AS NOTED IN"-TOWN'OF, . �� OF ', BARNSTABLE'ZONING BOARD OF APPEAL No.-2005=082 (DB 21059 Pg 158),IS LOCATED. IN RELATION,TO ��P�, MQssq PREIMETER, MONUMENTS.SHOWN PER EXHIBIT"A"' (DB 21804'1?9 �45) AND •IS NOT LOCATED WITHIN A o�' cyG SPECIAL FLOOD.HAZARD",AREA., SHANE M. �, ; . s BRENNER : THIS PLAN IS'NOT TO.,.BE RECORD IS IT,TO BE USED TO"ESTABLISH,PROPERTY LINES'.` A No"45917. Q ,. /d L / 9 FJS1�G/STER l� REGISTERED .PROFESSIONAL LAND SUR' OR - BAXTER NYE ENGINEERING & SURVEYING DATE NAL ' . . . . �y .. - . . - . . , . k b. . x:. .. IF . - - . GENERAL NOTES: \SMH #31 // / 1. LOCUS PROPERTY IS SHOWN AS. INV T-589� // / � /4* " ASSESSOR'S MAP 2. SETBACKS. FRONT - PARCEL 02 20' SIDE/REAR = 10' y J. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION CONSTRUCTION PLANS. S 66.0 `�l 4. COMMUNITY PANEL NUMBER. 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. I // / �, 63.0 , 5. ENVIRONMENTAL NOTES. __ 6 �,. // GETA' 2" SITE IS NOT WITHIN AN A.C.E C. (AREA OF CRITICAL ENVIRONMENTAL RAIN CONCERN). 64 GARDEN (125 66.0 SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE / C.F. STOR ' c ,� � � � T�P•64.OA�`"- --._. -�6 WILDLIFE PER NHESP MAP OCTOBER 1, 2006 *ESTIMATED Z //� gM•63.o , HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETUWDS o x w 66 '�_ / PROTECTION ACT REGULATIONS (310 CMR 10). //8+1.74 \ SITE DOES NOT CONTAIN A CERTIFIED VERNAL. POOL PER NHESP c o' p 1p4, / � / MAP OCTOBER 1 2006 "CERTIFIED VERNAL POOLS." ,;� '� � w �' �� / o�RH�O m � l � SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER . sZ LOT 6 /! + 1, 2006 'PRIORITY HABITATS OF RARE SPECIES FOR SPECIES UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, ,0 r 4 ! REGULATIONS (321 CMR10) 46/ o ! SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER " 4� 2p 7.0 / LOT 5 / ;i RECHARGE PROTECTION AREA S INV. SOY�� Q CLEA#I �� @ 8,898E S.F. / -37.60 // / 40 `oUT/ ,t 0.20E ACRES / i( CONSTRUCTION NOTES: 66.63 oc l 0 -WT N fF�6g 3� R �P\ 7, '66. / / 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE ^� STO �� ' S INV.-58.57 / SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 65.0 H 88.80x / 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM x 87,a " / THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, / 67. *4r4� / / DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 3. SEWER BUILDING CONNECTIONS. �c D /% 66.83 / /' / - MIN. COVER SHALL BE 3 FT. / / - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES VEGETATED 12" ! DEEP FAIN / ,� AS REQUIRED BY BARNSTABLE DPW. co // ci GARDEN (12S MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL. BE 2.1 X /��%� C.F. STORAGE) LOT 4 1 / // I TOP8066.0 � `7 BOTTOM-65.0 PROVIDE (1) 6' OIA. x 6' DEEP LEACHING BASIN -- W/ 1' STONE - -------'' / SURROUNDING,f GF �� S / ALTERNATEXOUIVALENT S, VOLUME Ot 289 CF) /; Cotult Meadows Subdivision /Z/ / CONNE T ALL ROOF ; // � DO*JVOUTS ' Cotuitsoarnstabie Massachusetts S , / �;' LEACHING BASIN ' / � PREPARED FOR COTUIT EQUITABLE HOUSING, LLC w & - ,-- ,' R 0. Box 95 Centerville, MA 02632 TOLE / Site Plan Lot 5. 58 Pheasant Hill Circle BAXTER NYE ENGINEERING & SURVEYING c a Registered Professional ,` Engineers and Land Surveyors 78 North Suet, 3rd Floor,Hyannis,MA 02601 �S Phone- (508)771-7502 Fax-(508) 771-7622 c s ` 20 0 20 40 SCALE IN FEET fi SCALE. 1" = 20' DATE. 11-27-13 St1OF REV. DATE. REMARKS MATTH y� co LOT 5 / S 183 / 4 ,� / � T V DRAWING NUMBER INV / � si ECG\ j / 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw a 2005-214 c N