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Home My WebLink About0041 MOUNT VERNON AVENUE �, ,� I r �, � - ��_ - - - r i I 76.75 I i � N SPA ry N 16.9' POOL 16.3' FOUNDATION E)aSTiNG 5 BR i DWEWNG 1\' 023 > i r CONCRETE ) Q i FOUNDATION U 3 L c 29 � a, v Z zo Raj 6 Oo O ' 34. CONCRETE 56 Co FOUNDATION r W LOT > 19,071 SFf i i N RAG 112.56' r H pF W �, O 1 42.90, • a i n j I DCE #97-167 I. i i SPA AS-BUILT PLOT PLAN PREPARED EXCLUSNELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE I i LOCATION 41 MOUNT VERNON AVE. HYANNISPORT, MA SCALE 1" = 30' DATE JULY 6, 2011 PREPARED FOR: REFERENCE ASSESSOR'S MAP 287 PARCEL 100 SUSAN WHELAN LOT A PB 92 PG 107 i "OF Aty i I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON VS PLAN IS LOCATED ON THE E DANIEL q�yG I i GROUND AS SHOWN HEREON. A. `n I OJALA ea ®o.40980�.. j down cape engineering, inc. f CIVIL ENGINEERS --------_--- ---- -- -----f—' i Y LAND SURVEYORS DATE REG. LAND SURVEYOR I �3 P Moln Street — YARMOUTHPORT, MASS. I 1 j TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �� Parcel 00 Application # Health Division Date Issued J O_ Conservation Division `b Application Fee 5_� Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address 41 `("0-T. 'gopt witi ACE Village U 6 t)p V S Own Owner S LL5 r-i 1A, W"C-LAIJ Address Dc MA 62O30 Telephone (SO ra)5 --'�si 0 Permit Request c _TrsS-T1VL- ' X i 'SPA '.� !tip � -� ,�T�rs�r -C; D� �7`7r�e�� q w l_�H qp"I L)00f�" LE^Z- /POOL /t�.y�� 0�.scr�1�r,� 4714CHE-D isk 5Ti). 4 (AY1,otr,H? 1.P..m-i Fein P � �L,541 5 }s i I ",JLt��s �At - Square feet: 1 st floor: existing proposed 2nd floor: existing Z�proposed Total new Zoning District Flood Plain i Groundwater Overlay Project Valuation 4 6,000 Construction Type Lot Size ' : :5(00 sr Grandfathered: ❑Yes . ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure P 5 3 0WS Historic House: Yes ❑ No On Old ding's Highway: 0 Yes )0 No Basement Type: Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) j�� existing nevvT Number of Baths: Full: existing new g Number of Bedrooms: existing new Total Room Count (not including baths): existing f new First Floor Room Count Heat Type and Fuel: XGas ❑ Oil ❑ Electric ❑ Other Central Air: )kYes ❑ No Fireplaces: Existing '�_ New Existing wood/coal stove: ❑Yes Jm No P 8x10 f70o�lamas Detached garage: ❑ existing ❑ new size_Pool:)Aexisting -new size _ Ek=:Xexisting ❑ new size7_565F Attached garaged existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes d No If yes, site plan review # Current Uses qLc- [� nlvy Proposed Use Sims APPLICANT INFORMATION (BUILDER OR HOMEOWNER) -Name r 27-k ljn-Atg'Tr;�44eff 5t& Telephone Numbers'°fZ� -0 00 Address PL 0• License # O!' 5 6 5l S"T L Home Improvement Contractor# ICJ S j _� 7u-t.f�N Am�i�h� 1�F1 .kr,T MA 02/(,3 5 Worker's Compensation # a3 M 051+46,L� '--10 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE d DATE a FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE ' OWNER � 4 DATE OF INSPECTION: . FOUNDATION t i' FRAME INSULATION FIREPLACE is ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ' FINAL BUILDING r DATE CLOSED OUT ASSOCIATION PLAN NO. I E w� . t RARNSTAffiF— 9� .�� Town of Barnstable Regulatory Services Thomas F. Geiler, Director Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, &S646 .-�Y �= as Owner of the subject 'ro er "� �[ / a 1 P P ty hereby authorize l\4)1 6D!Qt=T / r1 �1`T1 l X liLl =�'�5 (� �C to act on my behalf, in all matters relative to work authorized'by this:building permit application for: n y-I [n-r. uL�-,�J- �4p_ T(Address of Job) kilu Lary,— I U'l I Signature of Owner Date Print Name If Property Owner is applying for permit, please complete the Homeowners License Exemption:Form on the reverse side. C:\Users\decollikV+ppData\Local\Microsoft\WindowslTemporary intcmrt Files\Content.outiook\DDV87A?Z\EXPPESS.doc Revised 0721 10 Massachusetts-Department of Public Safety. Board of Building Regulations and Standards Restricted to: 1 G ' Cons, ructto„Supervisor License ' 00= Unrestricted License:,CS 48859 1G 1 2 Family Homes r Res trictedlto 1 iy f ROBERTIR�PADGE i� '.s M . , . • - ,,,184 SCHOOUW/PgQBOX 133 .Y Failure to possess a current edition of the M COTUIT;MA 02635 =`� "'" assachusetts State Building Code Ili:i �}IV, is cause for revocation of this license. Expiration: 2/22/2012 Refer to: WWW.Mass.Gov/DPS' Conmii�sioriet ;•..h :r Tr#: 15836 71. ,n r Office of Consumer Affairs&B siness Regulation ir License or registration valid for individul use onl, g. HOME IMPROVEMENT CONTRACTOR i y Type: before the expiration,date...If found return to: - Expiration:TPAETT Registration:,�,p0131 YP � y Expiration: �819&12 Private Corporation 4 Office of Consumer Affairi and Business Regulation h 10.Park Plaza-Suite 5170 BUILD 4 �5 ��—� y Boston,MA 62116 Robert Padgett c PO Box 133/184 Sc\�ol.: -�/1 Cotuit,MA 02635 Undersecretary ' — i i Not valid without sig a re i r a i FRot'�SED 5P .s ►�II r , i 0 16.9' POOL rn 16.3' FOUNDATION EXISTING 5 BR DWELLING ap a ; CONCRETE 0 0 CL > FOUNDATION �` y i o 293� ' R� N o 34 5 N CONCRETE 6 FOUNDATION N r �L -;0 hLij LOT A a^ 19,071 SFf RIGHT ��° OF WA�, O 4 2.9 0 DCE #97-167 FOUNDATION PLOT FLAN PREPARED EXCLUSIVELY FOR THE PURPOSE.OF.OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 41 MOUNT VERNON AVE. HYANNISPORT., MA SCALE : 1" = 30'- DATE NOVEMBER 12, ,2007 PREPARED FOR: REFERENCE ASSESSOR'S MAP.287 PARCEL 100 SUSAN WHELAN LOT A PB 92 PG 107 I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE - (HpFMAS GROUND AS SHOWN HEREON. og TIMOTHYoff 508-362-4541 SN roe soa asz—saeo �- o COVELL down cope engineering, in c. 3803 CIVIL ENGINEERS LAND SURVEYORS DATE t RE LA R 939 Main Street — YARMOUTNPORT, MASS The Commonwealth of Massachusetts Department of Industrial Accidents "Office of Investigations ' 600 Washin on Street St. Boston,MA 02111 =Y www.mass.gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print LeLyibly Naive(Business/Organization/Individual): ROR[�1 I\. �Otn -l 1PALe6F_TT Roo-pEks .Ibir, , Address: PID, 'a c)�C City/State/Zip:_( u�o , t.A 0 26--� Phone.#:_ 00 0001 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 R have hired the sub-contractors` 6. []'New construction employees(full and/or part-time). .2.[l I am a sole proprietor or partner.- listed on the-attached sheet. T. 0 Remodeling ship and have no employees These sub-contractors have 8.,O Demolitioa working for me in any capacity. employees and have workers' 9. ❑Building addition , [No workers'.comp.•incnr-ance comp.insurance.# required.] 5. E We area corporation and its '10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LE]Plumbing repairs or'additions myself. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]f c. 152, §1(4),and we have no employees. [No workers' 13:M Other comp,insurance required.] *Any applicant.1hat checks box#1 must also fill out the section below showing their workers'compensation policy information. f Homeowners who submit this affidavit indicating They are doing all work and then hire outside contractors must submit a new affidavit indicating such. YContractors 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 subcontractors 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: i r-W --,A tqUItCA1 Policy#or Self-ins.Lic.M U J3•-®5 q Y i"J 4s L f 6 i Q. Expiration Date:- ®0 Job Site Address: TI Moul1 "'( VOLAJ AN , City/State/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 crimirial penalties of a fine tip to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day-against.the violator.,Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DILk for insurance coverage verification I do hereby certify er th p ' s andpenalties of perjury that the information provided above is true and correct Signafore: Date: I'�►-:.� (Z. �?®p�cT7 �iR, �AGtaG �uflal�'S�i.t�, Phone# "' -ow t Official use only. Do not write in this area,to be completed by city or town official .City or Town: Permit/License Issuing Authority(circle one): 1.Board of Health'2.Building Department 3. City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6. Other Contact Person: Phone#: r RightFax N1-1 6/10/2010 7;34:02 AM PAGE 2/002 Fax Server ACORD. CERTIFICATE OF INSURANCE DATE(MMIDDWY) 06-10-10 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHIT'$UPON THE CERTIFICATE MYCOCK INS AGCY HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 20 SCHOOL ST ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P O BOX 437 COMPANIES AFFORDING COVERAGE COTL'IT,MA 02635 COMPANY 297SA A,AMERICAN zuRTCH INSURANCE COMPANY INSURED COMPANY PADGETT BUILDERS INC COMPANY PO BOX 133 C COTUIT,MA 02635 COMPANY D COVERAGES THIS is TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE OEM ISSUED TOTHE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,ND WMISTANOONO ANY REOUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WENCH THIS CERTFICATE MAYBE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DE.SCRIVEDHEREIN III SUBJECT TO ALL THE TERNS,EXCLUSIONS AND CONmoms OF lUCH POLICIES LRDTS SHOWN MAY NAVE BEEN RmeED BY PAUI CLARAA co POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER DATE(MMOMYY) DATE(MMMYY) LIMITS GENERAL LIABILITY GENERAL AGGREGATE . $ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/01'AGO. $ CLAIMS MADE ' OCCUR: a PERSONAL 6&ADV.INJURY $ OWNERS 8&CONTRACTORS PROT. ° EACH OCCURRENCE $ FIRE DAMAGE(Arty one fire) $ MED.EXPENSE(Any one person) S AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ ALL OWNED AUTOS BODILY INJURY(Per Person) '$ SCHEDULEAUTOS BODILY INJURY(Per Accident) $ HIRED AUTOS PROPERTY DAMAGE $ NON-OWNED AUTOS GARAGE LIABILITY ANY AUTOS AUTD ONLY-EA ACCIDENT $ - OTHER THAN AUTO ONLY: EACH ACCIDENT$ AGREGATE S. EXCESS LIABILITY - UMBRELLA FORM EACH OCCURRENCE $ OTHER THAN UMBRELLA.FORM AGGREGATE $ WORKERS COMPENSATION AND A EMPOLYER'SLIABILITY UB-0574NB48-10 OS-01-10 06-01-11 STATUTORYUMITS X THE PROPRIETOR/ .� EACHACCIDENT $ 100,000 PARTNERS/EXECUTIVE X INCL DISEASE-POLICY LIMIT' S SOQ000 OFFICERS ARE: EXCL DISEASE-EACH EMPLOYEE $ 100,000 ` OTHER 3 DESCRIPTION OFOPERATIONSILOCATIONS YENCLESIRESTRICTIONSISPEGAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CEATIMCATE HOLDER AFMCTINO WORKM COMP COV C•RAGE CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION TOWN BARNSTABLE,BUILDING INSPEMR DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE .TO THE CERTDTICATE HOLDER NAMED TO THE LEP'r.BUT FAILURE TO MAIL SUCH NOTICE 367 MAIN ST - - SHALL IMPOSE NO OBUGATION OR LIABILITY OF ANY KIND UPON THE COMPANY.ITS AGENTS -. OR REPRESENTATIVES. - HYANNIS,MA 02601 AUTHORIMD REPRESENTATIVE ACORD 25-5(M3) W A Bolinder, a I , - I Padgett Builders Inc. Subcontractor Insurance Information 511/11 Whelan Spa Install 41 Mt.Vernon Ave., Hyannisport,MA Electrical Mike Ostrowski, Inc. dba Barnstable Electric 71 Lothrop's Lane West Barnstable, MA 02668 MOWC232747 Plumbing Spencer Hallett Plumbing&Heating P. O. Box 61 Cotuit, MA 02635 WC 1549AF Landscape/Masonry Carlozzi, Inc. Ray Carlozzi P.O. Box l Osterville, MA 02655 08 WEC IS 1945 03 Padgett Builders, Inc. Page 3 updated Nov. 15, 2010 Page 1 of 1 Rob Padgett From: Kelly Bowman [Kelly@cherryhillpool.com) Sent: Wednesday,April 27, 2011 3:40 PM To: rob.padgett@verizon.net Cc: thewhelans@aol.com Subject: Royal Spa Specifications Hi Rob... Here are the specifications for the Royal spa that you requested. Call me with any questions! Royal Spa Specs— Width-8' Length- 10' Depth -3'4" Gallons (approx) -600 Surface Area (sq ft)-150 Perimeter Feet-32 Linear Feet Steps—20 Linear Feet Seats—20 Weight—4751bs Thanks, Kelly Cherry Hill Pool and Spa 4/27/2011 real I ati on Gui dE VIKING POOLS Uzai d bryiTab I n pl anni ng f or the i nstail I ati on of a new Vi ki ng spa, there are many A. Transit Level i mportant cons derati ons that must be oval uated i n order to achi eve a f uncti onail, B. Shovel l ong4 asti ng and aesthetic addition to a home.When choosing a I ocati on, consider the fol I owi ng: D. Rake E. Stakes and Nals 1. Grade: Spas and decks are normal I y constructed on I evel ground. Extreme F Spray .- nt f or outl i ni ng spa vari ati ons i n grade shoul d be resin ved before the excavati on of the spa begi ns.A G. String relatively level and flat location is preferred so time and effort is not wasted on H. Harnmer radical fluctuations in grade.. ; .•- M easurea and 1 2. Excavation Equipment Access and Spa Delivery: Determine the most efficient route for equi pment to enter and access the site.Al so keep i n mi nd that a wel I pl anned route can save ti me and money by enabl i ng multi pi a pi eves of equi pment to work i n uni son. For exampl e. Coordinate the delivery of the spa with the completion of the excavation and prepping of the hole. If a track excavator was used to prepare the site, it may also be uti I i zed to A oad and set the spa R nal I y, consider the placement of the equi pment. I f poss bl e, pos ti on the equi pment so the spa can be unl oaded and pl aced di rectl y i nto the excavati on. 3. U nderground Uti I i ti es: Check wi th I ocal authors ti es for the I ocati ons of'underground water,gas, power and sewer lines 4. Overhead Power Lines 5. L oral Bui I di ng Codes: Determi ne the setbacks f rom property I i nes, easements, house footi ngs, etc. 6.Water Drai nage: Water shout d al ways drai n away from the spa Fai I ure to-keep ground water away from the exteri or of the spa may resul t i n damage to the spa that i.s not covered under warranty. 7. Local Fend ng Codes. 8. Location of Spa Equipment: Locate to within 2d of the spa 9. El ectri cal Run for Spa Equi pment. 10. U nderground Water-Condi ti ons 11. Exposure to Sunl i ght. , 12. Surrounding Fol i age. 13.View from Residence.. VIKING POOLS Notice: Failure to read and follow specific instructions contained in this manual will void your spa warranty. a• '•• M MKell] When I ayi ng out the spa, note that the dimensions are to the outside edge of the spa copi ng. Most permi t pl ans are measured to the water's edge. The coping of a Vi ki ng spa i s approxi motel y 6) on al I sides. There is a difference of 1 Z' between the I ength and wi dth di mens ons i n the i nstal I ati on gui de and those of the permi t pl ans. Dependi ng on the customer and the I ocal bui I di ng i nspector, thi s fact can be a cri ti cal cons derati on. Di stances between the water's edge to most property I i nes, a ectri cal I i nes, and other structures such as houses, garages, sheds and pati os must be exact to plan specifications. Start wi th outs de I ayout of spa, then add addi ti onal 6' around perimeter of.spa R ace stakes i n the ground at each comer of the rectangl a as shown i n Fi gure 1. Use spray pa nt to f of I ow the contour of the stri ng. Remove the stri ng and stakes, I eavi ng onl y the outl i ne of the spa Figure 1` Length T Radius of SpaOR i., IJ STAKES STAKES � C• 'J 1 • El evati on and grade of the spa area are two of the most often overi ooked or mi scal cul ated vari abl es i n the i nstal I ati on process. Whi I e consi deri ng al I the vari abl es ooncerni ng el evati on and grade, al ways remember that you want water to run away f rom the spa Before excavati on,use the provi ded I nstail I ati on R anni ng.Gui de to cal cul ate al I critical measurements(Form 1). Check the four corners of the spa I ayout with the;ad of a transit level or a s ght I evel to determi he the highest comer.Thi s corner wi I I be.used i n pl anni ng the el evati on of the spa I n a typi Cal i nstal I ati on, the el evati on of the spa shoul d be 4-6 i riches above the exi sti ng grade around the spa However, careful cons'derati on shoul d be gi ven to spa type, s ze and dra nage of the future spa deck, as wel I as the el evati on of the surroundi ng I andscape and exi sti ng. structures, patios and sidewalks i FORM 1 Installation Planning Guide Job: Spa Model: Date: Spa Model mystic Placid Regal Royal Shasta Superior Tahoe Finish Grade § v Slope _ 'o Top of Concrete at Spa - a ***Thickness of Concrete + 3.5" 3.5" 3.5" 3.5" 3.5" 3.5" 3.5" 5 Top of Spa _ 0 -5 Depth + 40"or 3'-4 36"or 3'-0" 40"or 3'-4" 40"or 3'-4" 36"or 3'-0" 36"or 3'-0" 36"or 3'-0" Top of Sand Ca Thickness of Sand + 3.5" 3.5" 3.5" _. 3.5" 3.5"- 3.5" 3.5" Top of Di Top of Spa o Depth + 18"or 1'-6" 18"or 1'4' 19"or 1'-7" 18"or 1'-6" 18"or 1'-6" 18"or 1'-6" 18"or 1'-6" g Top of Sand Thickness of Sand' + 3:5" 3.5" 3.5 3.5" 3.5" 3.5". 3.5" Top of Di *SLOPE=DISTANCE TO SPA X.25(1/4") *"IF SPA IS INDEPENDENT OF ANY EXISTING STRUCTURES OR PATIOS,FINISH GRADE IS TO BE 31/2 BELOW EDGE OF SPA DECK.:. . " DO NOT USE 3.5"OF CONCRETE IF NON-CANTILEVER INSTALLATION IS USED. DISTANCE TO SPA "*FINISH GRADE FINISH GRADE" ` •�„ . .� w EXISTING PATIO UNDISTURBED SOIL 3"-4"SAND Correct excavati on of the spa i s very i mportant.A hol a that i s too smal I can mean hours of pi dki ng and shovel i ng by hand.A hol a that i s too.I arge wi I I requi re extra i mport mated al,whi ch if not deal t with proper)y, can resul t i n settl i ng or bul gi ng of the spa , The excavati on should be dug very d ose to the spa si ze wi th a mi ni mum disturbance to the uneccavated soil whi ch wi I I support the spa The d eerance i s approxi mate)y 6' on the si des and 6' on the ends(F g 2). The depth of the excavati on i s determi ned wi th the use of a transi t I evel and a measuri ng sti ck. The bottom of the excavati on i s over dug approxi mate)y 4". Spas wi I I requi re approxi matel y 2 to 5 yards of sand for backfill (more maybe required if the spa is over dug). - The excavati on shoul d be 6" 1 arger than square f rom the desi red el evati on of the spa I t can be hel pf ul to gi ve yourself extra room the first 6"in width and 12"in depth of the hole,to get past the coping, and allow space for the ski mmer and the mai n dra n.Al so, keep i n mi nd that the wal I of our spas are tapered,usual Ly 1"'i n for every 12" i n depth.A place for the ski comer must al so be dug i n the side of the excavati on wal 1.The ski mmer cutout should be 2' by 2' and 3' If dramatic over digging occurs in the bottom of the hole,never use excavated material to fill in the hole to the desi red depth. The mated al wi I I settl e. We suggest road base(a tamper maybe needed)compacted thoroughl y, and topped wi th sand. I f the si des of the hol a are dramati cal I y over dug, road base.shoul d be used beyond the si x i riches of sand. Both should be compacted thoroughly during the backfill process. In the case of over excavation on the sides of the spa in seasonal high water or poor drainage areas,you may want to mix 10%Portland cement to the backfill for stabi l i zati on. , I n areas that exped ence seasonal hi gh water or experi ence consi derabi a water seepage dud ng excavati on, a permanent sump I i ne(see Cross Secti on A-A) must be i nstal I ed to al I evi ate the excess water and the associ aced hydrostati c pressure aecompanyi ng i t.Vi ki ng Spas suggests di ggi ng an 19' x 8' x 18" trench across the deep end of the excavati on. Si x i nches of 1 1/2' rock shoul d be pl aced i n the bottom of the trend.A j of nt of 3' perforated PVC pi pe i s pl aced on the rock base and connected to a verti cal stand of 8" PVC pi pe runni ng to the surface of the excavati on. The 8" PVC shoul d be tri mmed wi th a ski mmer d ng and I i d for aestheti cs and safety.After the eonnecti on has been to the vertical stand of 8"PVC,finish covering the 3"perforated PVC pipe with 1 1/2"to 2"rock to the bottom of the excavation (See Cross Section A-A). Cover the new sump I i ne with fabri c.The bottom of the excavati oni s now ready for approxi mate)y 4" of sand bedding: Figure 2 Length Spa Depth i Step 5. PFEPARATION OF THE BOTTOM SURFACE OF THE D(CAVATION The preparati on of the excavati on bottom i s cri ti cal so the spa will fit properly. Thorough preparation will eliminate sett)i ng, stress cracks and a mi ni mum of ti me wi I I be spent setting the spa ' R rst, i nstal I the 2" x 4" screed rai I s I ength wi se on AND RING MER`I° both si des of the excavati on, usi ng wood or metal stakes(F g Section A-A 3). M ake sure the di agony measurement i s exact to i nsure ""'{ that the bottom i s square.Adj ust the M aster screed to the y appropri ate hei ght us ng a transit I evel (see R g 2). Second, f x y=! i nstai I the two Secondary screed rai I s on either si de of the SAND <: >-, 1 8-PIPE BACKFILL M aster screed us ng the offset di mensi ons as shown i n R guru ti 3 and maki ng sure that they are perfectl y I evel to the M aster 'r screed to i nsure that the bottom i s square. Next, spread a I ayer �L S FIBER VATTING of sand approxi mate)y 4n deep evenly over the bottom of the ,"d.BAND excavation. Rake the sand flat to the top of the screed rails (Fig 12 :> 3). Compacti on of the sand i s achi eved by the use of water and 71s V-6" wai ki ng over the enti re bottom us ng your body for wei ght. e Rake and compact the area several ti mes. Screed the bottom of 11 i'ROCK a the excavation,filling any low spots as you go. The completed 3".PERwRATED, PROCK area will resemble a slab of finished concrete. Remove the screed rails and fill in the voids with sand, being careful not to disturb the sand. Figure 3 SEE SECTION A-A 4 1'Form OD �. V Form OD. - . I'll OD - .. . In TAKES 2' x 4' SCREED RAILS 2" x 4' SCREED RAIL V Form OD 1'Farm OD OR 1`Form OD . 1'I—OD STAKES V Form OD NpTc 'SPA SHELL MUST REST SOLEY ON SAND.. ; DtG. LINE r.iNISH=GRADE SUMP .SYSTEM _ - 2" x 4" CREED RAILS 3`-4" OVER DIG \ o \ STAKES i Step . SETTING THE -O• Your spa wi I I arri ve on a truck-trai I er. Be sure to i nspect the spa for damage that may have occurred duri ng transportation and for conformity to order specifications.A crane or excavator will lower the spa into the excavation. R ease note that Vi ki ng Spas recommends I if ti ng al I spa model s over 12' wi de wi th a spreader bar and 20' I ifti ng straps. Once the spa i s set i n the excavali on, the spa shoul d be checked for I evel and the bottom shoul d be wai ked over to detect any voi ds i n the sand that mi ght be present.The spa i s then I ifted and reset as many ti mes as necessary to achieve a"good fit".A good fit is realized by raking the surface of the sand in order to see where the spa's perimeter i s touchi ng(footpri nt)after it i s removed and al so by wai ki ng around on the i nsi de of the spa to detect low spots. I t i s normal to feel a sl i ght voi d under the center of the spa Thi s wi I I di sappear under the wei ght of the water. I t i s i mportant to make certain that the bottom perimeter and all transition points are sitting firmly against the sand bed.The spa can be separated from the I ifti ng equi pment when the enti re peri meter of the spa(i nd udi ng al I transiti ons) I eaves a d ear footpri nt and the spa i s wi thi n 117 of l evel. A properly prepared hole should not require the filling of large voids beneath the spa. Blindly washing sand beneath a spa can cause more harm than good. I t i s i mportant that any adj ustments to the spa's el evati on be made before water i s added. I f a spa was propel y set, nothi ng more than a few mi nor adj ustments shoul d be needed. Step 7. WATER AND 134�CKRLL "Locking in"is the process of placing and tamping the first 6"of backfill around the radius of the spa to hold it firmly in place during the installation process.After your spa is"locked in", start the water in the spa and continue the backfill process. The level of water in the spa and the level of sand outside the spa should be within 6"of each other. Continue filling the spa and backfilling unti 1 4' to 6' of water are i n the spa Check the Figure 4 2c4 LEVER I evel of the spa I f the spa was propel y "I odked ASSEMBLY i n", no A ustments shout d be necessary. I f any movement has occurred, smal I A ustments must be made at thi s ti me by pl ad ng a I ever FlSERGLAss POOL SHELL assembly under the coping of the spa(Fig 4.). If adj ustments are needed, (I ow condi ti on) ra se the !I G spa to the proper hei ght and pl ace sand under the �! spa When the proper hei ght i s achi eved, conti nue the filling and backfilling process. If the spa is too NATURAL GROUND hi gh, remove sand as needed..I t i s very important ` that the radi uses of the spa are packed propel y. WATER . 6^. Roor1 y packed radi uses can'result i n ha ri i ne y cracks or structural cracks due to deflection. Be sure to backfill slowly and thoroughly. When the proper hei ght is achieved, coati nue with the x filling and backfilling process. v ^ COMPACTED F1Ll sAND After approxi matel y f 12" of water i s i n the spa and backfill has beenplaced evenly,the sa backfill should be allowed to precede the water by 6'.As the water approaches the shal I ow end, pay parti cul ar attenti on to al I the unsupported areas of the spa Steps and sNi mouts tend to droop, so sl i ght adj ustments may need to be made wi th the I everi ng devi ce as menti oned before (Fig 4). Be sure you wait until a sufficient amount of water surrounds the area(usually IT)to keep the rest of the spa in place, or you may raise more than you intend. The walls of the spa may bulge inward if too much backfill has preceded the water in the spa, or outward if too much water precedes the backfill. If bulging does occur during the } i nstal I ati on, the only remedy is to dig that area out and proceed correctly. Slight.bulging has only visual effects, whi I e not affecti ng the structure of the spa A stri ng I i ne i s very usef ul i n determi ni ng the strai ghtness of the spa wa I s dun ng the backfilling process. WT ro • i' When the water and backfill levels are close to reaching any of the spa inlets,stop the filling and backfilling process and run the plumbing pi pes al ong the exc avati on cavity and route them to the equi pment site.After the plumbing is installed, complete the filling and backfilling process. . A bas c swi mmi ng spa a rcul ati on system i s rel ati vel y a mpl e i n operati on. Water i n the spa i s drawn through the main drain and skimmer to the pump, which pushes it through the filter back to the spa via the returns. Refer to Figure 5 for a basic filtering system diagram. See your contractor for more advanced filtering systems that may include rani ti zers,jets, blowers, automati c spa d eaners, etc.Vi ki ng Spas recommends the use of schedule 40, 2".pl umbi ng on most spas. Visually inspect all plumbing installed at the factory upon the delivery of the spa and during the backfill process To prevent aoci dual I y dra ni ng the spa,Vi ki ng Spas suggests pl aci ng the equi pment A or sl i ghtl y above the el evati on of the spa and pl umbi ng the spa so that the water I eaves the spa via the ski mmer and not the man drain. You should not place the equipment higher than 6"above spa level.The equipment becomes less efficient the greater the di stance away f rom the spa I f the equi pment i s pl aced bel ow the water I evel, shut.off val ves must be i nstal I ed to prevent accidental siphoning of the.spa. Pipes may now be glued at the equipment pad and circulation of the filtering system may begi n. Check al.l eonnecti ons for I eaks and proper ci rcul ati on before eoveri ng them. Locai bui I di ng oodes may requi re pressure testi ng of the pl umbi ng system before the i nstai I ati on i s compl ete. POOL PUMP OUT IN POOL OUT TO POOL RETURNS FILTER IN o _ Figure S o 0 a z �• • _ Soi 1 If the installer or homeowner is not qualified to do electrical work, an electrician should be hired and a'bwlding ' official should inspect the work.All electrical work should be done to National Electric Code specifications and any ocal codes.Vi ki ng Spas wi I I not be hel d respona bl a for any el ectri cal work. Step 10. POURING • Forms are now put up around the perimeter of the spa. Half inch holes may be drilled into the lip of the spa every 3'. Two foot lengths of 3/8"rebar are placed m' each hole and bent at 90 degree angles(Fig 6-7). This will ensure a bonding or anchoring effect on the sides of the spa.The walkway may also be reinforced with 6"No. 10 wire mesh or No. 3 rebar on 2' centers(Fig 6-7).Viking Spas recommends concrete decking. Concrete should be poured at least 3' around the perimeter of the spa and at least 4"deep.Viking Spas will.not be held responsible for any concrete work or cracks that may result from its use. B'x8-'.WT.IKWIA BRICK OR NATURAL S'XS--W1Ax WtA • WIREMESHOR . -Rt9AR N0.INOBE) .C. STONE DECK• -.WE MESA OR .• 9'MIN. EACH WAY: 3'MIN. R®AR ND.;OM Y O.C. " (OR CUY(ADOBE) . .EACH WAY. BOIL ONLY. • SLOPED 1N'.1'. 'on CLAY IAGoeEI r .. SLOPED 1N-.t' saIL ONLY. ' - - l .. . 12" _ I 6. 10" . tr r IIJIL{- _;_. IL�IL I —_ L—IH FORMAT Pon cE) • - I r..'- 17P GALVANIZED 60 L ONLY. }, I r tIA'G vAN�p $JADONLY - cxam I r THICK COMPACTED S'iH CKCdIPaeTED' SAND"ICAU - - SANG(TYPIOAL)- .. C-MBL HNCK COMPACTED-- r .1•MIN.THICK COMPACTED GRAVEL T CLAY - '�' GRAVEL TOR CIAY a — (ADOBq SOIL ONLY. - \, (AOOBE)SOILONLY. I - SAND - 6"r FlBERfl.AsS 6• 1 FlBERGLI159 .• tO•�— POOL SHELL .. 10 POOLSHELL.. Figure 6 Concrete Deck with Figure 7 Typical Cantilever a Brick or Stone Concrete Deck Y T B-AB•-WIAxm,, MARE MESH OR REBAR ND.X•ON Y O.C. EACH AT. •. � ppm PBSP a�O 2:1203#ORCIAY(AKIBE) NBYSOIL ONLY. VOE %PPEIEFDL 7. IV ReLur (AD rrADO SaLDHLr.POOL KNELL SA DfMCA - IBERGLASS I 6. ._ SANG GRAVELHIC CO PACTED - IV _ (AOOBE)SDILONLY. - F gure 8 Rai sed Bench F gure 9 Typi cal Above nstal I ati on Ground I nstal l ati on I This spa is des gned to be kept ful I at al I times The shel I could be damaged if the water I evel i s al I owed to drop below the skimmer. When appreciable draw=down i s noticed, or if it becomes necessary to drain the spa, contact Viking. Spas,or their agents for i nstructi ons.The spa shel I maybe damaged and separation from the concrete may occur if the spa is allowed to overflow or if heavy water drainage is allowed to over-run the deck to spa shell connection. Keep the water I evel i n the mi ddl a of the ski mmer.Vi ki ng Spas wi I I not be held respond bl a for any unforeseen problems or a rcumstances whi ch ari se from i nadequate site drai nage or i noorrec t deck i nstal I ati on. Refer to the Vi ki ng Spas Warranty sent wi th the spa for condi ti ons, a rcumstances, or i nstal I ati on practi ces that may voi d the spat s warranty. - r05/03/2011 12:21 5084282995 SUPERIOR ALARMS PAGE 03/03 Ci Ft r ETL-1 USTED POOL ALARm INSTALLATION t� INSTRUGTIOKS: ----- � .szo The GRI DOOR ALERT/POOL ALARM mounds easily to the wall by any door or window which allows access to the pooU i spa area. Using a CLOSED LOOP mag - - netic reed switch,the unit wiE detect and announce an open access by sounding a loud continuous alarrn. Two timed op- tions are offered: A maximum seven(7) 10 second delay mode prior to sounding upon door opening,or an instant alarm sounding upon activation. A surface . mount and a recessed mount mode)are offered in both time options for a total of 4 different versions, All versions incor- porate a built-in pass thru feature and deactivation button to allow adult access i without alarm sounding. Although the DOOR ALERT/POOL ALARM cannot be turned off,this feature will simply deactivate the alarm function for a maximum of fifteen(15)seconds. During this time span the adult must exit and close the door before alarm sounds. Once the alarm is sounding it can not be silenced by simply closing the door. The deactivation button must also be depressed, The sounder cannot be disabled by holding down the deactivation button. If a screen is present on the opening giving access to the pool,a second CLOSED LOOP switch should be mounted on it and both switches wired in parallel. This configuration will allow the door to be open for ventilation since the unit will activate only when both the screen and the door or window are opened, if multiple openings lead to the area,the GRI DOOR ALERT/POOL ALARM can monitor all by installing CLOSED LOOP switches which are wired in series. In this way, any opening will be detected by the GRI DOOR ALERT/ POOL,ALARM. A single deactivation button can also be wired at each opening to utilize the pass thru feature. Additional remote sounders may be wired Li to extend sounder coverage. Please contact your local GRI Distributor. for information on remote options. Part numbers and wiring diagrams are available from the factory° WAM.ANTY: One year wa=ity against workmanship,material and faetory.defects. S r G.F01k(3E.R1SKlld1)USTR.F-kINC. TOLLrFREE 1-800-445-5218 Cc1t.1.FLA.;p, T OU-TREE 1-800.5231227 K.►INMALL,NE 69145 (308)235-4645 FAX(308)235.3561 MADE M u.a.. E-MAIL: sales gri @n►egavision.com BA-203RavC,5/18122007 WEB SITE:wwwgti*..com.. - 05/03/2011 12:21 5084282995 SUPERIOR ALARMS PAGE 02/03 El L LISTED C:y F. I POOL ALARm ETA.Tested To Be In Compliance With Standard for Safety, CLOSED LDOP UL 2017, and Florida Building Commission Code Requirements,Per ETL Listing Number 3035022 4 Exceeds Operational Requirements of Model Barrier Codes +Microprocessor Controlled >> +Monitors Entry to Pool and Spa Areas _ 4 Instant On Or 7 Second Delay Models Available $Surface or Flush Mount Models +15 Second.Adult Shunt ° - *Built-in Back-up Battery Capable ♦Must Be Hard Wired To Remote 12 Molt maximum 500 MA Source or To Plug In Power Source, Applied Voltage Must Not Exceed 15 VIDC. Battery for Backup Only. The new GRI DOOR ALERT/POOL ALARM was designed as an aid for prevention of an unattended access to a pool/spa area by a small child. Monitoring all doors or windows with CLOSED LOOP magnetic reed switches,the DOOR ALERT/ POOL ALARM will sound an alarm should anyone too small to manage the adult pass thru feature attempt access to the peoUspa area. For maximum protection all moveable openings should be protected in such a manner by the GRI DOOR ALERT,'POOL ALARM. The 289.1,289-2, 289.3 and 289.4 can be operated with an on-board 9 volt battery with'a 12 voR externally supplied DC power source,in which case the battery will perform a back-up function should the externally supplied source fail for any reason_ Both power sources have been designed to maintain a minimum sound pressure level of 85db at 10" Should the battery voltage drop below 7 volts while in the backup mode,a low battery mode will be initiated and the unit will sound 2 beeps approximately every 3 seconds for one to two weeks prior to total battery failure_ Battery must be replaced at this time. It is suggested that some type of surge protection, such as the GRI CS-1 Current Sensor, be used between the power supply and all GRI Pool Alarms using external power. NOTE: Unit will function at minimum 5VDC at a very limited sounder volume. This power level is considered total battery failure. PART NUMBERS � DESCRUTION 289-1 Recessed DoorAlert/Pool Alarm 7 Second Delay-Closed Loop 289-2 Surface Mount Door Alert/Pool Alarm 7 Second Delay-Closed Loop 289-3 Recessed Door Alert/Pool Alarm-Instant On-Closed Loop 289-4 Surface Mount Door Alert/Pool Alarm-Instant On-Closed Loop 289-IC Recessed DoorAlert/Pool Alarm 7 Second Delay'-Closed Loop-With C Form.Relay 289-2C Surface Mount Door Alert/Pool Alam 7 Second Delay-Closed Loop-With C Form Relay 289-3C Recessed Door Alert/Pool Alarm-Instant On-Closed Loop-With C Form Relay - 289AC Surface Mount Door Alert/Pool Alarm-Instant On-Closed Loop-With C Form Relay WARNING: THIS IS NOT A L,II`FTI SAVING DEVICE. G1EOltGE RISK NDUS7kIES,INC, TOLL-F%E.E 1-800-US-5218 - 1-800-523-1227 GR.I PLA7-A (308)235-4645 • FAX(.308)235-3561 y; KTMRALL NE69!45 ENA1L:grisales@megavision.com MADE IN U.S.A. WEB SITE:www.grisk.com '1 • t ' THE T Town of Barnstable BARNSTARLE.Q ' Regulatory Services MASS. 0 039• Building Division prED MPS A, 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspections N Location �'� f � r�N Permit Number Owner Builder T]' One notice to remain on job site, one notice on file in Building Department. The following items need correcting: a 4, r/ `—E— /S67,41— r¢z—c— AFL `70PU )Z6 d-72r-7 S 0 L i PE-5 HO t- LA-A r LJ M SEOY t^ 7— i Please call: 508-862-40nn38 for re-inspection. Inspected by Date ��` i o 31�, G �1 Town of Barnstable *Permit# g� Expire .6 months front issue dale anKrtsrear ! Regulatory Services Fee Mass• $ Thomas F. Geiler, Director t639. �m �pjfb 1AP'�°` Building Division -� Tom Perry, CBO,. Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number Gy',.cO Cl C? Property Address ` � M—( JI ,',r,J1.1a t Residential Value of Work _ 11 Minimum fee of$25.00 for work under$6000 00 Owner's Name&Address rl7 & i1 . _ Contractor's Name ` t;e�L'f''t ' Ren-CLOITl_X;25 Y_►JCTelephone Number(S o` Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) KWorkman's Compensation Insurance Check one: X-PRESS PERMIT. ❑ I am a sole proprietor ❑ I am the Homeowner JUL. 2009 Rj I have Worker's Compensation Insurance TOWN OF SARNSTABLE Insurance Company Name &elz r" Workman's Comp. Policy# Copy of Insurance Compliance Certificate must be on file. . Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken,to e-roof not stripping. Going over � existing layers of roof) tt Et-� wo A'\ �tbr ❑ Re-side ❑ Replacement Windows. U-Value (maximum .44) *Where required: Issuance o this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: erty wn� mu t ign opert caner Letter of Permission. ome p o.` me oat tors L' & C nstruct Supervisors License is required. SIGNATURE: Q:\WPFILES\FORMS\Exp ess\EXPRESSPERMIT.DOC Revise06O4O9 rf- „r - zTti Town of Barn-stable Regulatory Services • searasUBM « Thomas F. Geiler,Director µ�6 16 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: S08-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property herebyauthorize ?0-8 _ �-- �( �'r( �. g .rC to act on my behalf, in all matters relative to work authorized by this building permit application for: �e>P,_b J -(Address of Job) r `"7 � Signature of Owner Da I's Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. ' n.rnnrn_nti nir_nnanrrmm�v Town of Barnstable THE Regulatory Services • Thomas F. Geiler,Director BARNsrws[E. Building Division PrED Tom Perry,Building Commissioner __. _.._._ . . __ .. ._. ..... .._ -.. 200 hTairi=Streeter Hyaffiis;MA 02601 _. __......... www.town.barnstable-ma.us Office: 508-862-4038 Fax: 508-790-6230 HO'AIEOWNER LICENSE EXEMPTTON Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/towo 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 HOMLOWNER Persons)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/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 Official on a form acceptable to the Building Official,that he/she shall be and the buildin ern t Section 109.L 1 e nsible for all such work performed under ) r sr• 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 Barostablp.Buildilig Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signatirm of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic 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 bomeowoer performing work for which a building pcmrit is required shall be ezcmpt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a persons)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they arc 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 hirers 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. To ensure that the homeowner is fully aware of his/her rmponsnbilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the raponsibilities of a Supervisor. On the last page of this issue is a farm currently used by several towns. You may care t amend and adopt such a mnn/certificatian for use in your community. Q:forms:homccxcmpt ' The Commonwealth of Massachusetts - Department of Industrial Accidents Office of Investigations' ' 600:Washington Street Boston,MA 02111 �• 'y www.rnass.govldia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information - Please Print LeLribly Name(Business/Organization/Individual): F_013 2J:2=1 Address: PD. 1902( 8 3 PRq E(`i4aaL ..S-1 r��17, City/State/Zip:_(: v i-c tq A o 263 5 Phone.#: 0 b3) y Z8 000 Are you an employer?.Check the appropriate box: Type of project(required): 1.ElI 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. . T. ❑ 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.insurance.# requirff-d_] 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.J4 Roof repairs insurance required.]t c. 1 52, §1(4),and we have no employees.[No workers' U❑Other comp•insurance required.] i "Any applicant.that checks box#1 must also fill out the section below showing their workers'cornpcnsation 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. lContraactors that check this box must attached an additional sheet showing the name of the sub-contraators and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.'policy number. lam an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: ��L ��Amurt" Policy#or Self-ins. Lic.#:_U5•-®54 IQ(5 — 09 Expiration.Date:Fj�,-®� Q. Job Site Address: ia-i twe: City/State/Zip: kjwA,�J>':11SRNef, N/V Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the-imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,'as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day.against the violator..-Be,advised that a copy of this statemerit.may be forwarded to the Office of Investigations of the DIA for insurance coverage verification I do hereby certify un44 the ains aWtpulytties.ofperjury that the information provided above is true and correct Si afore: !' Date: 0. /g q haa+'�r R. Pa�;cTT tti2 ..QAGira87f L3ue�DFs�S Sr-tta., Phone#: '` 000 t 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 4: nigntrax rll-1 6/3/2009 5:47:43 AM PAGE 2/002 FaX Server ACORD. CERTIFICATE OF INSURANCE DATE(MMIDD\YY) 06-03-09 PRODUCER THIS CERTIFICATE IS 19SUED AS'A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE MYCOCK INS AGCY HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 20 SCHOOL ST ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. PO BOX 437 'COMPANIES AFFORDING COVERAGE COTUIT,MA 02635 COMPANY 297SB A AmmicAN ZURICH INSURANCE COMPANY INSURED COMPANY B PADGETT BUILDERS INC COMPANY PO BOX 133 C COTL7T,MA 02635 COMPANY D COVERAGE THIS 19 TO CERTIFY THAT THE POLICIES OF INSURANCE USTBD BELOW HAVE BEEN ISSIR'sD TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HERON 19 SUBJECT TO ALL THE TERM EXCLUSWHS AND CONDITIONS OF SUCH POLICIES, LDNTS SHOWN MAY HAVE BEEN REDUCED BY PAD)CLAIMS., CO _ POLICY EFF POLICY EXF - LTR TYPE OF INSURANCE POLICY NUMBER DATE(MM=YY) DATE LIMITS GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL PRODUCTS-COMP/OPAGG. S CLAIMS MADE OCCUR. PERSONAL 8$ADV.INJURY $ OWNER'S 8S CONTRACTOR'S PROT. EACH OCCURRENCE $ FIRE DAMAGE(Arty one Ilre) $ MED.EXPENSE(Any one person) $ AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ ALL OWNED AUTOS BODILYINJURY(Per Person) $ SCHEDULE AUTOS BODILY INJURY(PerAoeident) $ HIRED AUTOS PROPERTY DAMAGE $ _ NON-OWNED AUTOS GARAGE LIABILITY ANY AUTOS AUTO ONLY-EA ACCIDENT E OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGREGATE $ EXCESS LIABILITY .UMBRELLA FORM. EACH OCCURRENCE $ OTHER THAN UMBRELLA FORM AGGREGATE $ WORKER'S COMPENSATION AND A EMPOLYEWS LIABILITY US-U574NS48-09 05-01-09 06-01-10 STATUTORY LIMITS X THE PROPRIETOR( EACH ACCIDENT $ 100,000 PARTNERS/EXECUTIVE X INCL DISEASE-POLICY LIMIT $ 500,000 OFFICERS ARE: EXCL DISEASE-EACH EMPLOYEE $ 100,000 OTHER DESCRIPTION OF OPERAIIONS/LOCATIONSNEHICLESIRESTRICTKINS/SPECIAL ITEMS THIS REPLACES ANY PRIOR CPRTIPICATE ISSUED TO THE.CER1TPrATE•HOIDER APPECIW0 WORKERS COMP COVERAGE CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF TNfi ABOVE DESCRIBED POUgES BE CANCELLED BEFORE THE TOWN OF BARNSTABLE,BUILDING INSPECTOR EXPIRATION DATE THEREOF.THE ISSUING COMPANY WILL ENDEAVOR TO MAIL III DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT 367 MAIN STREET - FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBUGATION OR LIABILITY OF ANY KIND UPON THE.COMPANY,ITS AGENTS OR REPRESENTATIVES HYANNIS.MA 02635 AUTHORIZED REPRESENTATIVE ACORD 25-S(3/9:1) W A Bolinder RightFax C2-2 6/15/2009 4 :22:46 AM PAGE 2/002 Fax Server , w ACORD. CERTIFICATE OF INSURANCE DATE(MM\DUYY) 06-IS-02 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE INSURANCE AGCY CAPE COD HOLDER. THIS CERTIFICATE DOES NOT AMEND.EXTEND OR PO BOX 960 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE EAST SANDWICH,M A 02537 COMPANY 291UH A TRAVELERS INDEMNITY COMPANY INSURED COMPANY B DEBERRY TODD A. COMPANY 228 WOOD STREET C MIDDLEBORO,MA. 02346 COMPANY D COVERAGE THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD MDICATED. NOTWRHSTANDiNU ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHIM THIS CERTIFICATE NAY BE ISSUED OR - - MAV PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LMrS SHOWN MAY HAVE.BEEN REDUCED BY PAID CLAIMS. CO POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER DATE(MMkDDIYY) DATE LIMITS GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL PRODUCTS•COMNOP AGO. $ CLAIMS MADE OCCUR. PERSONAL&&AOV.INJURY $ OWNER'S&&CONTRACTOR'S PROT. EACH OCCURRENCE $ FIRE DAMAGE(Any one fire) $ MED:EXPENSE;Any one person' $. AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ ALL.OWNED AUTOS BODILY INJURY(Pe,Person) $ SCHEDULE AUTOS' BODILY INJURY{Per Accident! $ HIRED AUTOS PROPEPTY DAMAGE $ NON-OWNED AUTOS GARAGE UASILITY ANY AUTOS AUTO ONLY•EA ACCIDENT $ OTHER THAN AUTO ONLY: EACH ACCIDENT $ AOREGATE'$ EXCESS LIABILITY UMBRELLA FORM EACH OCCURRENCE $ OTHER THAN UMBRELLA FORM AGGREGATE $ WORKERS COMPENSATION AND A EMPOLYER'S LIABILITY A-0019M04A•09 01-12-09 01-12-10 STATUTORY LIMITS X THE PROPRIETOR/ EACH ACCIDENT $ 100,000 PARTNERS'EXECUTWE INCL DISEASE•POLICY LIMIT $ 500,000 OFFICERS ARE: - X EXCL DISEASE-EACH EMPLOYEE $ 100,000 OTHER DESCRIPT"OF OPERATIONS&OCATIONSMEH ICLESIRESTRICTIONStSPECIAL CIEMS THIS REPLACES ANY PRIOR CERMFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS CONT COVERAGE. THE WORKERS CUM PENS.ATION MI.ICY DOES NOT FROVIDE COVERAGE FOR DEBERRY TODD A.. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED SEFORETHE PATJGL 1T BUILDERS INC EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAPS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT.BUT. PO BOX 133 FAILURE TO MAILS-0CH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS CR REPRESENTATIVES. COTLTIT.MA 02635 AUTHORIZED REPRESENTATIVE ACORD 25.5(3193) Charles J Clark i d �` } Board of Building Regulatio sand Standards —_-_ } }: Construction Supervisor License ` 06 35;000 of enclosed space License: CS 48859 I 1A-Masonry only = I-1-2 Family Homes Explyat On_ 22/2010 Tr# 15506 i f estrietro 'G Failure,to possess a current edition of the Massachusetts,State Building Code 1 ;? is cause for revocation of ibis Iieense. ROBERT R PADGE lIFT�_ r t 184 SCHOOL ST/Rf 9X-E331 I .. COTUIT,MA 02635 4 Commissioner GTE Board of Building Regulations and Standards License or registration valid for individul use only i HOME IMPROVEMENT CONTRACTOR' before the expiration date. If found return to: 1 Board of Building Regulations and Standards Registration„N 106131 P =6%9/2010 Tr# 267799 One Ashburton Place Rm 1301 Ez irat�ort� ],rn Boston,Ma.02108 r .Type: Private Corporation PADGETT BUILDERSINC �I s I Robert Padgett u 1 PO Box 133/184 Scro S"_ ,..� Cotuit,MA 02635 x Administrator Not valid with t signatu e ; Ali II NO Fop, Tn \h��,,,j s BO�SE" Quadruple 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Floor Beam1F1304 L BC CALCO 9.5 Design Report-US 1 span No cantilevers 1 0/12 slope Tuesday, March 04,2008 14:29 Build 91 _ File Name R Padgett_Whelan.BCC Job Name: � Description: F1304 Address: 41 MT. V'9�btJ ��, � Specifier: City, State,Zip: , �iAtJh1P� A�L, Designer: Joe Madera Customer: Company: Shepley Wood Products Code reports: ESR-1040q 'GT 1L.IQ,S; nl� Misc: a 1 I E 24-00-00 BO,3-1/2" LL 640 lbs B1,3 DL 1341 Ibs LL 4 lbs 1 DL 1341 Ibs SL 360 Ibs SL 360 Ibs Total Horizontal Product Length=24-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area(psf) Left 00-00-00 24-00-00 40 10 01-04-00 2 gable Trapezoidal(plf) Left 00-00-00 0 n/a 12-00-00 120 n/a 3 gable Trapezoidal(plf) Right 00-00-00 0 n/a 12-00-00 120 n/a 4 roof Unf.Area(psf) Left 00-00-00 24-00-00 15 30 01-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 14950 ft-Ibs 30.6% 115% 2 1 -Internal be verified by anyone who would rely on End Shear 2159 Ibs 11.9% 115% 2 1 -Left output as evidence of suitability for Total Load Defl. U376(0.752") 63.9% 13 1 particular application.Output here based Live Load Deft U958(0.295") 37.6% 13 1 on building code-accepted design, Max Defl. 0.752" 75.2% 2 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 23.8 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 2341 Ibs n/a 25.5% Unspecified (888)234-0056 before installation. 131 Post 3-1/2"x 3-1/2" 2341 Ibs n/a 25.5% Unspecified BC CALC®,BC FRAMER@,AJSTM', ALLJOISTO,BC RIM BOARD- BCIO, Cautions BOISE GLULAM-,SIMPLE FRAMING Member is not fully supported at post BO. A connector is required at this bearing. SYSTEM@,VERSA-LAM@,VERSA-RIM Column at Bearing BO analyzed for bearing only,column analysis has not been performed. PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Member is not fully supported at post B1. A connector is required at this bearing. trademarks of Boise Wood Products, Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. L.L.C. Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. BOLSE- Quadruple 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Floor Beam\FB04 BC CALCO 9.5 Design Report-US 1 span No cantilevers 1 0/12 slope Tuesday,March 04,2008 14:29 Build 91 File Name: R Padgett_Whelan.BCC Job Name: F LAO — 411 M VWjJ0j AM . Description:FB04 Address: Specifier: City,State,Zip:, �'y N�S{�°R�j MA Designer: Joe Madera Customer: n Company: Shepley Wood Products Code reports: ESR-1040 tk1OGkT ' 1&xL , 74,TC- Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • W_• • particular application.Output here based c on building code-accepted design properties and analysis methods. Installation of BOISE 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" (888)234-0056 before installation. b minimum=4" d=24" e minimum=1" BC CALCO,BC FRAMER@,AJSTm, ALLJOISTO,BC RIM BOARD- BCIO, Member has no side loads. BOISE GLULAMT'" SIMPLE FRAMING Connectors are:FMTSL634 SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRANDO,VERSA-STUDO are trademarks of Boise Wood Products, L.L.C. r Amazon.com: "OLYMPIC"FMTSL634-50 TRUSSLOK SCREWS ... http://www.amazon.com/OLYMPIC-FMTSL634-50-TRUSSLOK-... Hello.Sign in to get personalized recommendations.New customer?Start here. Get FREE Two-Day Shipping Now Ili Your Amazon.com Today's Deals Gifts&Wish Lists Gift Cards Your Account I Help m «Hov�a x: e Improvement..ummweuuw-vxuwmw .,rao-iniiiiiim ., Home Improvement Bestsellers Brands Lighting& Outdoor Power Power& Plumbing Safety& Deals& Electrical Equipment Hand Tools Fixtures Security Bargains This item is not eligible for Amazon Prime, but over a million other items are. Join Amazon Prime today. Already a member? Sin in. "OLYMPIC" FMTSL634-56-- TRUSSLOK SCREWS 6-3/4„ $55.99+$8.83 shipping Other products by OLYMPIC In Stock. Ships from and sold .7 by acehardwareoutlet No customer reviews yet_Be the first. �r k ---------------- --------- ------------- ------ Quantity F-19 Price: $55.99 t�dRk�. r�l,I,n! i� �5°..&,�4�i Isis t��yliiii9r1��ili9�liil�i yl� s`�r Availability: In Stock. Ships from and sold by or acehardwareoutlet. Sign in to turn on 1-Click ordering. w . Max- , .�-- - More Buying Choices 143rtls used? Get it for less. � Have one to sell? See larger image Share your own customer images ��aa gy p� g g Technical Details • 6-3/4" -h 4 • Single sided installation , tta6buRgfy • Designed to fasten multi-ply LVL engineered lumber together t nd ---------------------------------------------------------------------------------------------------------- Product Description Product Description "TRUSSLOK" SCREWS Designed to fasten multi-ply LVL engineered lumber together Single sided installation 6-3/4" New, no pre-drilling fastener for truss work. Great item for LBM stores Eliminates having to through-bolt 4 ply members Backed by some of the markets leading engineered lumber manufacturers ---------------------------------------------------- ------------------------------------------------------------------------------------------_ Product Details Product Dimensions: 5 pounds Shipping Weight: 6 pounds (View shipping rates and policies) ASIN: B000IIBSV6 Item model number: FMTSL634-50 Average Customer Review: No customer reviews yet. Be the first. ate This Item to Improve Your Recommendations Sign in to rate this item E I own it _-----------------------------------------------------------------------------------------------------------------------------------------------_ 1 of 4 3/4/2008 4:39 PM r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 41 Ma �8� Parcel 100 A lication# "i p pp Health Division Conservation Division Permit# - Tax Collector. Date Issued a-7 10--i Treasurer Application Fee �;6 0 � Planning Dept. Permit Fee if t Date Definitive Plan W%��reservation/Hyannis Approved by Planning Board Historic-OKH Project Street Address t}1 MT. y1R2_,J0,J M R . Village Owner �LkSAi 1r�N Address bo-JEez- MP, 07_o-fib Telephone Pl bS - 35�0 Permit Request ( �evlS,DeWO , RE TS..40 t tm E-ih,Po Fi wT OF 9-IOU5E DEcuPoRCH (z RE fA2ycc ?cYML" Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District ' -_ I Flood Plain Groundwater Overlay Project Valuation 5�k Lroz Construction Type VtioD-f') 4,0ZYv bSA`M b ►-� - Lot Size (00 SF Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family '§k Two Family ❑ Multi-Family(#units) w) ' Age of Existing Structure u2 5 Historic House: 44--Yes ❑No On Old King's Highway: ❑Yes 4,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 O Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization U. Appeal# Recorded❑ Commercial ❑Yes I2 ..No If yes, site plan review# Current Use 210C�A- t\y 3AE5%DM) 1;oct- Proposed Use SkNiG� - &_iS uc BUILDER INFORMATION Named tom[. .CM G � A11 4)R,123, SC. Tele hone Number C, 7 -L pZ -00o i Address 0 Qo i,y33 License# Home Improvement Contractor# 10 0 131 X Euq MA Worker's Compensation# V6- 911taAts- --7-0G ALL CONSTRUCTION BRIS ESULTING FROM THIS PROJECT WILL BETAKEN TO Q_Pf�j�14 1&*S_Te SIGNATURE r'' DATE ZI�''JI07 a r FOR OFFICIAL USE ONLY PERMIT NO. I DATE ISSUED MAP/PARCEL NO. t ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE 4 t ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL r-7 FINAL BUILDING [ I -® -7 DATE CLOSED OUT i ASSOCIATION PLAN NO. r ' a _ram.. ... .. ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMR Appendix J Applicant Name: Site Address: \Jg7 :sa-J f\Rc Applicant Address: 7,0, 0—k VI'l City/Town: R MA 18't SQA aaL SZ Use Group: A _ cukuL MA d 1e35 Date of Application: 7 Applicant Phone: CSC, 't1-8-cmol Applicant Signature: Compliance Path(check one): ❑ Prescriptive Package(Limited to 1-or 2-family wood frame buildings heated with fossil fuels only) Package (A through KK from Table J5.2.1b): Heating Degree Days (HDD,,) from Table J5.2.1 a: (For items d. through i., fill in all values that apply from Table J5.2.1b:) a. Gross Wall Area sq.ft f. Wall R-value R- b. Glazing Area' sq.ft. g. Floor R-value R- c. Glazing%(100 x b r a) % h. Basement wall R- d. Glazing U-value U- i. Slab Perimeter. R- e. Ceiling R-value R- j. Heating AFUE ❑ Component Performance: "Manual Trade-Off"(Limited to wood or metal framed buildings only) Climate Zone (from Figure J6.2.2) ❑ Zone 12. ❑ Zone 13 ❑ Zone 14 Attach Trade-Off Worksheet from Appendix J, [and HVAC Trade-Off Worksheet, if applicable] ❑ "check Software Attach Compliance Report and Inspection Checklist printouts ❑ Home Energy Rating System Evaluation Attach Home Energy Rating Certificate(HERS rating score must be 83 or higher) ❑ Systems Analysis OR ❑ Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY: a. Gross Wall+Ceiling Area sq.ft. b. Glazing Area' sq.ft. c. Glazing%(100 x b=a) % ❑ ADDITION with Glazing % (c.) up to 40% may use 780 CMR Table J1.1.2.3.1 below: MAXIMUM U-value MINIMUM R-Values Fenestration' Ceiling' Wall Floor I Basement Wall Slab Perimeter Depth 0.39' R-37 R-13 R-19 I R-10 R-10,4 ft I Glazing Area may be either Rough Opening or Unit-dimensions. 2 Based on NFRC listing. Applies either to every unit,or to area-weighted average of all units. 3 R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area (i.e.- not compressed over exterior walls,and including any access openings.) '""'-"" C1-US i 5 �t.61 r:NJ "SUNROOM".addition(greater than 40% glazing-to-wall and ceiling gross area)' f n �� A ""C onsumer Consumer Information Form from 780 CMR Appendix B. Official's Name: Official's Signature: Application Approved ❑ Denied ❑ Date of Approval/Denial: Reason(s) for Denial: (provide additional details as needed on back side) I f Construction 16" (406) WIDTH Details 1, Frame Sve(mm)1-4(406) 2,8 GIaSsS¢e(mm)11°/,° (291%1 (294)k11%w (zsa) ` 11%e;(294) i' 4) itY' S•- { ° CCM1624CCM16242W CCM16243W CCM16244W CCM16245W 0 M M0 CCM1632 CCM1632 2W CCM16323W CCM16324W CCM16325W }nx-r OCM1636 OCM1636 2W CCM16363W CCM16364W CCM16365W OPERATOR HEAD JAMB&SILL s '° LJ 0000i000 � oaa Plough opening co t.^? CCM164OCCM16402W CCM 16403W CCM 16404W CCM 16405W V2-(13) Frame Sim 1-- V2'(13) � I I �� " CCM1648CCM16482W OCM16483W CCM16484W CCM16485w i'—Masonry Opening OPERATOR JAMB �1 ccM16.56CCM16%2W CCM16%3W 0CM16564W CCM16565W i V4'(6) V2'(13) TT ff $z" 90 j a OCM166000M16602W CCM16603W CCM16604W CCM16W5W STATIONARY HEAD JAMB&SILL CCM1664CCM16642W CCM16643W CCM16644W 0CM1%45W M Plough Opening �tDi ¢. _# V2'(13) Frame Size V2'(13) k 0 0.. CCM1672CCM16722W CCM16723W, CCM16724W 0CM16 5W Masonry Opening STATIONARY JAMB _ CLAD CASEMASTER OPERATOR/STATIONARY ',M-T �1 L' • � �(.,� 5�� ENERGY DATA , '�� -.,.Z, ,� Fes► knt`�t. ?C "�5`IF11 Fador N YxWe SHGC; Yf t e p 5 InsulatingGlass/Clear-Air N1.26 Q53 0.54 Insulating Glass/Hardcoat Low E-Air 0.45 0.50 NC 111 " 1 Insulating Glass/Hardcoat Low E-Argon 0.45 0.50 NC } � Insulating Glass/Low E II-Air 0.30 0.48, NC,SC,S Insulating Glass/Low E I-Argon 0.26 0.38 N,NG SC S {� High RTri-Pane/Low E I I=Air 0.26 0.38 N,NG SG S High R Tn-Pane/Low E 11-Argon 0.26 1 0.38 N,NC,SCS Thermal and solar values are subject to update.Values are generated in� Argon a i ce with NFRC 100-97 a 100-2001 and other applicable NFRC procedures.Argonon gas�s 6 not availabie for the attitudes that require capillary tubes.SHGC=Solar Heat Gain Coefficient.VT=Visible Light Transmittance.Energy Star Zones:N=Nordwn, NC=North Central,SC=South Cerrtr-al,S=Southern. a - NOTES: • Lite patterns shown are W(19)grilles or 7/8'(22)SDL.Lite patterns for 1 1/8'(29)may vary. •Any unit in these cornbirrations can be operating or stationary Left or right hand h rrgirg- • Please contact your local Marvin representative for masonry openings including Clad determined from the exterior. 100 brick mould or flat casing. • 72'he fight units will have tempered glass. Not To Scale ti r ! 67/ I - - - - -- fie:�amrrwvuuea o�✓�aaaaclu ( ' �I" 00 35,000 cf enclosed space f BOARD OF,BUILD.ING REGWLATIONS < <l (MGI,CA 12 S 601.) k j License:: CONSTRUCTION SUPERVISOR 1A Masonryoniy 1G 1&2 Fam y ll Homes s:. I . I 4 ! Nttrnber �S O48859 ;; h Failure;to possess a currentedigon of the 4 Massachusetts$fate Buildiri Code {' �, • Is cause forrevocationofthislicense. 1 0 2 0ILI- 08 Tr.no:. 17133 Il { RQBERT 184 SCHQOL'�ST/ f 33 COTUIT MA.02635 `, c �( kti tromRtls$Ioner, �' DIG SAFE CALL CENTER, (888)344,7Z33 I'�1 , ✓lie U�aminzmuuea/,C� o�✓�aaaac/ucaetla -----------__ Board of Building Regulations and Standards � License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Regi4tratf6n`__1.00131 Board of Building Regulations and Standards Expiration_- 619/2008 One Ashburton Place Rm 1301 µ ,Type._P�Jvate Corporation Boston,M . 2 08 PADGETT BUILDERINC Robert Padgett PO Box 133/184 Sctiool,Str:: Cotuit,MA 02635 Deputy Administrator Not valid without signatu r i r . p�4NE Tpk, Town of Barnstable Regulatory Services BAMSWAMMBLF' Thomas F.Geiler,Director 16 9.MA'Sp�m Building Division. Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 62601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, C v ,as Owner of the subject property n hereby authorize g P !' i��5 to act on my behalf, in all matters relative to work authorized by this building permit application for (Address of Job) J 2a 7 Signature of Owner Date Print Name 4:FORMS:OWNERPERMISSION RESIDENTIAL: SHEDS -POOLS-DECKS-OPEN PORCHES-GAZEBOS FEE VALUE WORKSHEET APPLICATION FEE: $50,00 \JL-ne�►,j BUILDING PERNIIT FEES'- AC M Y STRUCTURES >120 sq.ft.(Sheds,gazebos, etc.) >120 sf-500 sf $35.00 $ >500 sf-750 sf 50.00 $ 9 CeweY -ST. >750 sf-1000 sf 75.00 $ >1000 sf-1500 sf 100.00 $ >1500 sf USE NEW BUILDING PERNIIT APPLICATION DECKS x$30.00= $ (Number) 'x$30.00= S. 3 o POR�CHE_ (Number) IN GROUND SW vrMING POOL S60.00 $ ABOVE GROUND SwnnUNG POOL $25.00 $ RELOCATION/MOVING S150.00 $ (plus above fee if applicable) • PERMIT FEE ' $ Q;forms:dkcost p,V:063004 nigntrax hartiord 6/1b/2006 9:24 PAGE 004/014 Fax Server A/Io CETtFIGATEF lN$URANE oATE(MM\DDYY) _ _ PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE MYCOCK INS AGCY HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR 20 SCHOOL ST ALTER THE COVERAGE AFFORDED BYTHE POLICIES BELOW. PO BOX 437 COMPANIES AFFORDING COVERAGE COTUIT MA 02635 COMPANY 297SB A AMFRTrAN ZURICH INSURANCE COMPANY INSURED COMPANY PADGETT BUILDERS INC B PO BOX 133 COMPANY COTUIT MA 02635 C COMPANY D COVERAGES .. ;. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, CO TYPE OF INSURANCE POLICY EFFECTIVE POLICY EXPIRATION LTR POLICY NUMBER LIMITS DATE(MM\DD\YY) DATE(MM\DD\YY) GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $ CLAIMS MADE[7 OCCUR. PERSONAL&ADV.INJURY777. $ OWNER'S&CONTRACTOR'S PROT. EACH OCCURRENCE $ FIRE DAMAGE(Any one tire) g MED.EXPENSE(Any one person) $ AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE $ LIIT ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per Person) $ HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per Accident) $ PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY EACH ACCIDENT g AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM WORKER'S COMPENSATION AND A STATUTORYLIMffS EMPLOYER'S LIABILITY (UB-9716A67-7-06) 06-01-06 06-01-07 THE PROPRIETOR/ EACH ACCIDENT $ 0.0 INCL PARTNERS/EXECUTIVE DISEASE—POLICY LIMIT $ 5 n OFFICERS ARE: EXCL DISEASE—EACH EMPLOYEE $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONSlVEHICLES/RESTRICTIONS/SPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. CERTIFICATE HOkDEF� ; GANOEELATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL TOWN OF BARNSTABLE 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER.NAMED TO THE BUILDING INSPECTOR LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR 367 MAIN STREET LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. HYANNIS MA 02635 AUTHORIZED REPRESENT/ATI�VE� The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mas&gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/orga_nization/Iridividual): �p� T G�� 1.28mr.r-1-T 11,0e2s, T'M Address: }�.0• � 1 s3 153 waot- ST. City/State/Zip: CAI(-T 11 A QZ(g-,�S Phone #: CSD$)42=8-000 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 6. ❑ New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. $ Remodeling ship and have no employees , These sub-contractors have 8. ❑ Demolition workingfor me in an capacity. workers' comp. insurance. Y P tY• 9. E] Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised tlieir 10.El Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1 I.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs, insurance required.]t employees. [No workers' comp. insurance required.] 13.❑ Other *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 workers'comp.policy.information. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: tJ,RIC>-1 — APA$ii�iC_ArJ Policy#or Self-ins. Lic. #: 1 611 Expiration Date: (o Job Site Address: City/State/Zip: RUk,,.i>\1t5pD�T 6��7 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.Ltg penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised thata�pxof this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. .. I do hereby certi n er 1h pa i a pen ties of perjury that the information provided above is true and correct. Sijmature: Date: 2L24/,D'7 Phone#: l 50�)) 4-7--B Od k 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#: L Padgett Builders Inc. Subcontractor Insurance Information Excavation J C Aalto P. O. Box 339 Marstons Mills, MA 02648 AWC 7011579012006 Foundation Bay Colony P. O. Box 469 Cotuit,MA 02635 WC0000753 Roof/Sidewall Todd DeBerry 228 Wood Street Middleboro, MA 02346 UB 03 81 BO9006 Electric Barnstable Electric 71 Lothrop's Lane West Barnstable, MA 02668 WCC5000804012006 Carpenter D &M Construction, Inc. 5 Beaver Dam Way, P. O. Box-190 S. Dennis, MA 02660 WC231S351409016 Scott Melanson RSM 72 Gully Lane Sandwich, MA-2563 Plumbing A-Dad's Plumbing&Heating P. O. Box 72 West Barnstable, MA 02668 .WC797644 03 Heat Tavano Mechanical Systems, LLC 201 Capes Trail West Barnstable, MA 02668 0287662 ' Page I of 2 a i Insulation Ace Insulation 12 Wenham Shores Drive Carver, MA 02330 LJB0150B47205 Drywall Ed Miller&Sons Drywall Inc. P. O. Box 572 Hyannisport,MA 02647 WC5002499012006 Finish Carpentry Kempton Nickerson Building&Remodeling 13 This Way Osterville, MA 026555 8737129 Painting Dover Bay Company 14 Bodfish Place Hyannis, MA 02601 Page 2 of 2 °FIKEro Town of Barnstable Regulatory Services BAMSPABL& * Thomas F.Geiler,Director HAM Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 509-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence.or building be done by registered contractors,with certain exceptions,along with other requirements. j Type of Work: i gt Move KL� S(.W—/�yz�n vJ�,.rr�U�.� Estimated Cost ��7 UUU Address of Work: $ FIT Vt�ii &L H�(✓1 �S�DIeT. �� Owner's Name: l t.5vitJ H L—ui),J Date of Application: 21 I 0 I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. IGNED UNDER PENALTIES OF PERJURY I hereby apply.for a permit a zlt th o er: RP4L-7T Own 7;�-C• Date 011tr0 actoi Name Registration No. OR Date Owner's Name Q:fomvs:homeaffidav l NEW Zpv POOL g¢o N z P>�4a e of cm�ors F`vEi[a¢.. > ------ T ----- -- NEW lu NEW + COVERED g BATH a PORCH I 1 h B 'p 9 GARAGE NEWL___ J OFFICE ° r . _ _ ' S oar ' ,.._. ,cw-_'-- -_� �.�-=++�1�_ ir=---- .,o''' __— FJ�-•I Q,'. 9 k mI + k I Ci n cLos. i ,�, O r, 0 _ W EI EXPANDED I �J.. p f-I�--1 ' FAMILY o .�7 rl I7q� r, I2-I B ,r: WROOM olO yl t"'�V I/-'�-I '� c _ NEW ©� c `1 I 1--1 z FIRST FLOOR PLAN 'o R HALL v e EXISTING FIRST FLOOR -2�s.F. -- �' vz- EXIS NGSECONDFLOOR 17WS.F. IXISTING LOFT =BIB S.F. weuwr P6 I� ' IXISTING WING SPACE =46G1 SF. _ `"^+'m if- _ W r-, NEWGARAGE 5285.F. NEWFIRSTFLOOR =4M BY _____________ ____ e NEW SECOND FLOOR. =!W SF. "' NEW COVEREDPORLH 378 SF. LL I REMOD. NEW ADDmONs =+TI64 s.F. GZEBO O NEW KITCHEN ALTERATION PERCENTAGE=4096 - LAUNDRY I F-I O LEGEND: as 4 Z O MSTING WALLS ♦ ® E--I Q a CONSTRUCTION TO BE REMOVED cLos' - - F---i W ® NEW CONSTRUCTION IT SMOKE DETECTOR ..-�.- k I I I H W 11_ ©CARBON MONOXIDE DETECTOR z z �D NOTES: *, EXIST. 1.)GOIATORISTOVRIFYADUSNGONONS LIVING d - �-I DIMENSIONS IN THE FIELD `�I I1 w EXIST. 2.)CONTRACT OR TO VERIFY ALL INTERIOR d EXTERIOR MATERIALS. `'j; II DINING DETAILS.d FINISHES IN THE FIELD WITH OWT+ER g 11 3.)ROUGH OPENING HEAD HEIGHT OF WINDOWS AT 11 EXIST. z I� FIRST FLOOR TO BE 8-W ABOVE"FLOOR I I HALL 4.)ALL CONSTRUCT IONTO CONFORM TOTBOCMRMASSACHUSETTS SCALE STATE BUI WING CODE p O 5.)CONTRACTOR TO REMOVE EXISTING DOOR$.WNDOWS. WALLS•d ROOFING AS REQUIRED FOR NEW CONSTRl1CT10N 1/4" > V-O" B.)ALL CONCRETE USED FOR FOUNDATION WALLS.FOOTINGS d BLABS TO BE 3=F51 . i i DATE E7CP.4NDED ►DE1- ylkn w I 11/10/2006 I I amsmea I I JOB NO. WHALEN DWG. NO. 9; maw zoe - OQ� N �C]vh .- . � rmno'p IF.vzrvq IFnmvrJ .._ 7�=�N q B A M` I- rT- L_J I EN/ EW I I 00 ECK - I N NEW I NEW .x•.•a�a - NEW 1 BATH j W.I.C. ^� 2 DECK NEW Re GUEST -. a 2 I SUITE k Q� NEW O ROOM EXIST. O ROOM /\ MASTER Hs ! ( I A R2 - Tk B fx ------ exlsr. W a MASTER EXIST. - - A BEDROOM BEDROOM B —�mruxoxon— C CLOS. 'l * Q z ------ r, x EXIST. 55 W s u�rt.BATH O D IV EXIST. _aos. O 1F�•1 yg E BEDROOM ri y - - +`� z - EX A . JI EXIST. V n "- - O .Z 0 LL EXIST rxm H - '- z BATH � W _ C S. _ a _ wn. n F"� Q W CLOG. ® Q (f] > CLOS. SECOND FLOOR PLAN 3 Q X z z �D a0 WINDOW SCHEDULE EXIST. r, TYP MANUFACTURERS UNR ROUGH OPENING REMARKS EXIST' 2 ^+ ANDERSEN TAT-5 2'-B 1/B•zt'-T T/� OH,TRANSOM STORMWATC BEDROOM BEDROOM B A251 2.T/@'x T-051B• AWNING(STOR~TCH G TW 2QO T-B t/B'x SS 1IP DOLIS NUNG STORMN/A EXIST. D TwztDsz S-0 1/6xSS 1/0' DOUBLEHUNG STORMWA LINEN SCALE E C SiS 5-D—I Y-5 5IB' CASEMENfISTORMW/1TCH) F TW 242 T-B i/B'-51/A• DOUBLEHUNG ORMWAT �/4•. = 1-D G AW 251 TA 7/0•x 2' 7T/B' AWNING(STORMWATCN cusr. run. ooat. H TW 2006 T-B 1R'x<'-9 1/A• DOME-STORMNAT DATE J - ADt 3-0 1?xT-0 SIB' gWNING STORMWA - nOTECONTRACTOfl TO VERIFY ALL WINDOWS YNTH OWNER ANO ROUGH OPENINGS e'mncwa- 11/10/ZOOS) WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WIN00%NS JOB NO M T, WHALEN -�,r. DWG. NO. Zak F�rN nn MOM FRONT ELEVATION Z o Q z W �.� _ - - - z :z -- - - __ Q FM t,,_.> C z 00 Zi — SCALE 1/4" = V_0.. DATE .�. Aw LEFT SIDE ELEVATION« 11/10/2006 JOB NO. WHALEN DWG. NO. A 3 �o� o �Q row m.mc �a4'o Ed ® FM EM �0 �FM �FFH go an ❑❑ c G go — �Tl REAR ELEVATION x CIO z o � w OZ z o z ® � ® z � z SCALE RIGHT SIDE ELEVATION DATE 11/10/2006 JOB NO. WHALEN " DWG. NO. - .. .NEW . ., . POOL _ s RM ' a O ra : m v r romvws smrrmxc __rwenw.ur xwu _________ NEW Nf I L . I GARAGE e • I I I O I NEW W e r BAL P C euw.a mrna� `.sw enai`a.oE6wme N, ________—______� ` FJ--I 0 .a- A W 1 HAW - EXISTING EXIST. - e FULL CRAWLSPACE BASEMENT t - ` W s # O Z ZO _ V—I ul a Z Z �D O FOUNDATION PLAN s p L romwam.u... SCALE " DATE 11/10/2006 JOB NO. ti WHALEN n>....,., i DWG. NO. �.md w ern A- 1 1� z o� NEW ROOF CONST_ <N N Mom'-X TYP.WALL OONST. _. . 11u NEW B N � NEW ROOF DECK EXIST.MASTER MST. /i GUEST BATH BEDROOMFIRM - � SUITE 1 •�°�^^^ - NEW 3 " ° MST. CERED FAMI LY ED _ GAZEBO POOVRCH ROOM NEW NEW s Q GARAGE HALL - EXIST.A SECTION @ NEW GARAGEMALL r�j Call A6 B SECTION @ NEW COVERED PORCH Q Z A6 � x W > o z ,zH w Q' a >,.....A. ..�,m. .. MASTER w - BEDROOM Q r W. Z a o EXPANDED FAMILY ro.vwa..A.,c ROOM W NEW /H HALL •^A^a°°^� SCALE DETAIL @ EXPANDED DECK EXIST. DATE BASEMENT 11/1/2006 ^u^ JOB NO. "O1eYNOERPO WH ALEN DWG. NO. ©SECTION @ NEW HALUFAMILY ROOM A 6 •' ., TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Z 87 Parcel /06 - Application# Health Division (Yuy (0 Conservation Division 001 � Permit# Tax Collector Date Issued � lav`l _ / r Treasurer Application Fee Planning Dept. Permit Fee Date Definitive Plan Ap ro ed by P g Board 6 0 Historic-OKH es ation/Hyannis -� QAhffF Project Street Address 'fI to(p \42,e, J Vc- I 4 a ' G Village_ 4 PyPL r g .rr T Owner Address 0zo3o Telephone 505) 7 bS- 3 SI D Permit Request()ADP, To Hzu5e &11A!!_ C w�Ty t3�� /i3n7N fl'( vi; Alpo Nc`tiJ EYVc - � Cwugao 'P0 (.7 , O oC�( � ��i'Jt3cPPREcT�i^ C77Squarelstxsti r 5 propS t_ 2nd floor:existing � z proposed �� Total new %� Y'B� Zoning District RE 14 Flood Plain Groundwater Overlay Project Valuation Construction Type LQT10 Lot Size �-r Sib sr Grandfathered: ❑Yes ❑No If yes, attach supporting documentatio i. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) O Age of Existing Structure Historic House: WYes ❑No On Old King's Highway: ❑Yes dd No Basement Type: 5eull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) I Number of Baths: Full:existing new Half:existing 2 new 6 Number of Bedrooms: existing new P16TE e bEW106 SH►,J c, O M� $sDRoo,1 o�E lg � r�oD�►�G ��3��-gym°�r��u Total Room Count(not including baths):existing / Z new First Floor Room Count rHLJ oc�-v�jl -we5 Noij WiLL 31F Heat Type and Fuel: ❑Gas Oil ❑Electric ❑Other Central Air: Yes ❑No Fireplaces: Existing TAJO New Existing wood/coal stove: ❑Yes -(No p��-To 'be Z� rW►�us►le0 r31A PooL uoase/ !"A 1A Detached garage: existing ❑new size Pool:❑existing ❑new size -90T:❑existing new size &1,1�i Zz�.zN Attached garage:❑existing )4 new size 5�5f`Shed:❑existing ❑new size Other: 5 �� Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Comme"rcial 0 Yes No` If yes; site plan review# c Current Use�I t �MY�,�-1 G�l��ri7/�'L Proposed Use 3"F. - �I��L,-F tmI K51& 010Tn1� BUILDER INFORMATION Name LW7 l E T-&C en &t Telephone Number (�GB� 1410-000 f Address ?_ D. /33 License# ()'t'Mis9 U� ' 07SL I Home Improvement Contractor# 100 l 3 f ;Z-<-ueJ U-t At g12tc1.J C 017u i Mh buss Worker's Compensation# U.13 -- y71(4 4(,"7 _7 - o k ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO C LLLA SIGNATURE DATE 2, 11 07 i FOR OFFICIAL USE ONLY s PERMIT NO. DATE ISSUED I } MAP/PARCEL NO. 1 ADDRESS VILLAGE OWNER J r 5 DATE OF INSPECTION: �� I _o Pi FOUNDATION 01Z- i FRAME 0 6 --. t �- INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH C� FINAL FINAL BUILDING 7 �" 1 ° r — ® � ®x- �0 DATE CLOSED OUT Y ASSOCIATION PLAN NO. ftNE 1VYr11 V1 LaivaLcar✓iG r s . = Regulatory Services nAYNSTeeM ' Thomas F.Geiler,Director 9 •Ass. �* `b,�'63�►�� Building Division Tom.Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us .ce: 508-862-403 8 Fax: 508-190-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW -SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction, alterations,renovation,repair,taodernization, 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: Z�t C �•rTi/+ c�E L. Estimated Cost a ozy V + Address of W ork: rn7: Vf L'2P.J101.J1 Ave , Owner's Name: 13LI5A-7,J �11-1 Date of Application 1310 7, I hereby certify that: Registration is not required for the following reason(s): Work excluded by law DJob Under$1,000 OBuilding not owner-occupied []Owner pulling own permit Notice is bereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a p as the gent #q owner: P4 0 4 E5-7-7 (3ul L-DOZ5�1,J 1 /00131�17 Date ntractor Signature RegistrationNo. OR Date Owner's Signature, Q:wpfiles.fbr=:homeaffi day Rev: 060606 I RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50:00 ' Alterations/Renovations $50.00 Building Permit Amendment $25.00 1h m-r v - FEE VALUE WORKSHEET ^ NEW LIVING SPACE square feet x$96/sq.foot � p 7 x.0041= �7 7. plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE 2.35 square feet x$64/.sq.foot= 5 d O x.0041= r 7 plus from below(if applicable) GARAGE attache &detached) . 52 square feet x$32/sq,ft.= 1 x.0041= �P 9 Z- ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= Zcyylo STAND ALONE PERMITS I Open Porch x$30,00= (� (number) Deck x$30.00= (number) D Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 . (plus above if applicable) Projeost Permit.Fee ------------- Rev:063004 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $ 50.00 Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET I v Lf2t._10�Ij ROUSE NEW LIVING SPACE square feet x$96/sq.foot= x.0041= plus from below(if applicable) . ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x .0041= plus from below(if applicable) , GARAGES(attached&detached) . square feet x$32/sq,ft. = x .0041= ACCESSORY STRUCTURE>120 sq.ft. X - Zs-6-S-F >120 sf-500 sf $35.00 5° >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chirrfney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Projcost Permit Fee Rev:063004 IHE r Town ow of Barnstable of o � e Regulatory Services B"NSTABv U4 0 Thomas F.Geiler,Director 4'piE0 9. 66. Building Division. Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 62601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder i I, �(,�5✓�-TlI h-�j1J ,as Owner of the subject property hereby authorize o IPA-QCiF'rt Ito act on my behalf, in all matters relative to work authorized by this building permit application for: \ i TY) Vr o,J 4vt 027 MA- (Address of Job) ZY Signature of Owner Date �LIS►9�.1 Y�,EU�l�i.� Print Name QTORM&OWNER.PERMISSION ��re.�ammr�uuecrC a�/�aaaac/usae I Ij 00 35 OOp cf enclosed space -- MG C1 ) l: BOARD OF BUILDING,REf3U.LATIONS I i1 i � 12 S t3oL 1 Llcense,:CONSTRUCTION SUPERVISOR 1A Masonry only 1 1G 1&2,FamllyHomes r I 1 Nur�1J�•e `S O4859 f ,' Failure to posses$a;cunent edifton of the n, ` ` Massachusetts State Bulldmg"Code I�. I Is cause for revocation of this Ilcense l E r s.P 008 Tr.no: 17133 i R 6E T � Q R. R PA9 164 i COTUIT MA 0.43 Sommlaslorier , r DIG.:SAFE CALL CENTER: (888)344-7233 Te �oza�uuea`!�c �✓ ac�ivaetta - • ' Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Regfstratlon ti:1.00131 Board of Building Regulations and Standards ,,fx tMI 9 619/2008 One Ashburton Place Rm 1301 I Boston M . 2 08' ,.y TypeFfjvate Corporation ` 17 PADGETT BUIME LDERS (NC` Robert Padgett1 ,Y! PO Box 133/184 Schi6 lbr Cotuit,MA 02635 Deputy Administrator Not valid n ithout signatu ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMR Appendix.J Applicant Name: �ts Prlf_�Cqe-rT Site Address: y I r-nT Are Applicant Address: P 0;3 ox 1.3,3 City/Town: - !-4ti/i-4-nsPv2T_ i"t/l /8 q Se ktm2 ST Use Group: C 07t t a 7-nA 07- 35 Date of Application: Applicant Phone: t50b) 42,S—000 1 Applicant.Signature: Compliance Path(check one): ❑ Prescriptive Package(Limited to 1-or 2-family wood frame buildings heated with fossil fuels only) Package(A through KK from Table J5.2.1b): Heating Degree Days (HDD,,) from Table J5.2.1 a: (For items d. through i.,fill in all values that apply from Table J5.2.Ib:) a. Gross Wall Area sq.ft f. Wall R-value R- b. Glazing Area' sq.ft. g. Floor R-value R c. Glazing%(100 x b T a) % h. Basement wall R- d. Glazing U-value U- i. . Slab Perimeter R- e. Ceiling R-value R- j. Heating AFUE ❑ Component Performance: "Manual Trade-Off"(Limited to wood or metal framed buildings only) Climate Zone(from Figure J6.2.2) ❑ Zone 12 ❑ Zone 13 ❑ Zone 14 Attach Trade-Off Worksheet from Appendix J, [and HYAC Trade-Off W-6f,crheet, if applicable]------'� ❑ AWcheck Software r Attach Compliance 'ph rice Report and Inspection Checklist printouts_ ` J j � ❑ Home Energy Rating System Evaluation y U� 1 L-�TeD Attach Home Energy Rating Certificate(HERS rating score must b 83 or higher) P DU L OCt5E- 1 ❑ Systems Analysis OR ❑ Renewable Energy Sourc / J Attach Mass Registered Architect or Engineer Analysis O ALTERNATIVE FOR ADDITIONS ONLY: a. Gross Wall+Ceiling Area sq.ft. b. Glazing Area' sq.ft. c. Glazing%(100 x b+a) % ❑ ADDITION with Glazing% (c.) up to 40% may use 780 CMR Table J1.1.2.3.1 below: MAXIMUM U-value MINIMUM R-Values Fenestration' Ceiling' Wall Floor I Basement Wall Slab Perimeter Depth 0.39' R-37 R-13 R-19 I R-10 R-10,4 ft I Glazing Area maybe either Rough Opening or Unit dimensions. z Based on NFRC listing. Applies either to every unit,or to area-weighted average of all units. 3 R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area (i.e.-not compressed over exterior walls,and including any access openings.) ❑ "SUNROOM"addition(greater than 40%glazing-to-wall and ceiling gross area) Attach"Consumer lnformation Form"from 780 CMR Appendix B. Official's Name: Official's Signature: Application Approved ❑` Denied ❑ Date of Approval/Denial: Reason(s) for.Denial: (provide additional details as needed on back side) ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMR Appendix J 'r Applicant Name: -FO-6 pf1L t�Tt:�l1 t)c;e171L-b95,Vic. Site Address: �� 1J1�T_I vC.. /1VC: Applicant Address: ?•0•&x t33 City/Town: ' 1311 S01WIT..ST. Use Group: Coma 'Lh 35 Date of Application: A 1 1-6 0 Applicant Phone: S0 6 1 Applicant Signature: Compliance Path(check one): ❑ Prescriptive Package(Limited to 1-or 2-family wood frame buildings heated with fossil fuels only) Package(A through KK from Table J5.2.1b): Heating Degree Days(HDD65)from Table J5.2.1a: (For items d. through i.,fill in all values that apply from Table J5.2.1b:) a. Gross Wall Area sq.ft f. Wall R-value R- b. Glazing Area' q.ft. g. Floor R-value R- c. Glazing%(100 x b_a) % h. Basement wall R- d. Glazing U-value U- i. Slab Perimeter R- e. Ceiling R-value R- j. Heating AFUE .. ,-Component Performance: "Manual Trade-Off"(Limited to wood or metal framed buildings only) Climate Zone(from Figure J6.2.2) -Zone,12 ❑ Zone 13 ❑ Zone 14 Attach Trade-Off Worksheet from Appendix J, [and HVAC Trade-Off Worksheet,if applicable] ❑ MAScheck Software F Attach Compliance Report and Inspection Checklist printouts ❑ Home Energy Rating System Evaluation Attach Home Energy Rating Certificate(HERS rating score must be 83 or higher) ❑ Systems Analysis OR ❑ Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY: a.Gross Wall+Ceiling Area sq.ft. b.Glazing Area' sq.ft. c.Glazing%(too z b_a) % ❑ ADDITION with Glazing% (c.)up to 40%may use 780 CMR Table J1.1.2.3.1 below: MAXIMUM U-value MINIMUM R-Values Fenestration' Ceiling' Wall Floor I Basement Wall Slab Perimeter,Depth 0.39' R-37 R-13 R-19 I R-10 R-10,4 ft i Glazing Area may be either Rough Opening or Unit dimensions. z Based on NFRC listing. Applies either to every unit,or to area-weighted average of all units. 3 R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area (i.e.-not compressed over exterior walls,and including any access openings.) ❑ "SUNROOM" addition(greater than 40%glazing-to-wall and ceiling gross area) Attach"Consumer Information Form"from 780 CMR Appendix B. Official's Name: r Official's Signature: Application Approved ❑ Denied. ❑ ., Date of Approval/Denial: . Reason(s)for Denial: (provide additional details as needed on back side) - 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND.STANDARDS THE MASSACHUSETTS STATE BUILDING CODE ' Manual Trade-Off Worksheet Ro(��(Z7 , �1t tJGcrf'f Permit n Builder Name Pkicg rT.�)w zems , Lac- Date i 0'd LP.O.i 3 02,05C'hedced By ✓4 Builder Address '1__ tJ .W Zone 2 ❑13 014 Date i Site Address� � • • Submitted By �l. rl Rn r TL 6-WrT Phone ("5d8�4Z8 PROPOSED REQUIRED Ceilines•Skvii6ts and Floors Over OotsideAir ,,,Required tnstttutoa xetArea U-Value ' :?•. "on R-Value U-Value UA (fable J6.2 2h) x Area UA Ceiling ;��\ 2 c C� C� C (Table J62-2a)9 c J'�-�-• a0 J J 1 Z __ 3+0 Floor Over Outside Air Rr (Table J61 a) . frT :.. . . . ..Tow Area W'Wa dews and Dom t m tnsutation x vct . Required itDcscritition R-Valtte• U-Valuc Area Y° •UA U-Value x Ara -UA _ Walk l� tom X6. 1 (Table 16 2 2b.e tB Windows (NFRC or Table J1.53a) t>oors 3 (NFRC or Table J 1.53.b) a Sliding Glass Doors — L}- Z rT M1RC orTable!1 33a) ` �Vvv fe ft Total Area Floors and Foundations Insulation lusulatiou R• x Area or Required Description Depth Value UNA= Perimeter -UA U-Value x Area �UA . FloorOwUrm"tioned (rabic :50 Spam J6.2.2c) Basement Wall (Table'J6= fe Un6cated Slab able J6.22 ) in Hemad Slab 91 . i (Table J6 2 2a) its: Turd proposed UA attrtat lie lee — Total daa or equd to road(erA*Nft*Itap Bred VA Proposed U f `�"' 'r oft R aired UA I Statm=K ofComplianoc The proposed boil ti design rcprt m*cd is . Adjaesred 1 dixri docvaterrts lc eastlrtsatf vtalt Ae b=WkZp1wm Vecocadoom 4 and outer aleubttaets submitted with the Rtgafird UA a DcsJg;t; Conrparry Name Dati °. CEIT-�w k-0 E725. I U(07 . 760.22 780 CMR-Sixth Edition 2R0198 (Effective:3/1/98) ightFax Hartford 6/15/2006 9:24 PAGE 004/014 Fax Server ...::..:.....: ,:. ...: ATE (b: Ou Y F. PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE MYCOCK INS AGCY HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR 20 SCHOOL ST ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. PO BOX' 437 COTUIT MA 02635 COMPANIES AFFORDING COVERAGE • COMPANY A INSURED COMPANY PADGETT BUILDERS INC B PO BOX 133 COMPANY COTUIT MA 02635 C COMPANY D COVERAGES ........... THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY EFFECTIVE POLICY EXPIRATION LT POLICY NUMBER DATE(MM\DD\YY) DATE(MM\DD\YY) LIMITS GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $ CLAIMS MADE r OCCUR. PERSONAL&ADV.INJURY $ OWNERS&CONTRACTORS PROT. EACH OCCURRENCE $ FIRE DAMAGE(Any one fire) $ MED.EXPENSE(Any one person) $ AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE $ LIMIT ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per Person) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per Accident) PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: ..:..:.:.:::..... EACH ACCIDENT $. AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM WORKER'S COMPENSATION AND A EMPLOYER'S LIABILITY (UB-9716A67-7-06) 06-01-06 06-01-07 STATUTORYLRARS THE PROPRIETOR! INCL EACH ACCIDENT $ PARTNERS/EXECUTIVE DISEASE—POLICY LIMIT $ son (jr)n OFFICERS ARE: EXCL DISEASE—EACH EMPLOYEE $ OTHER DESCRIPTION OF OPERATIONSILOCATIONSNEHICLESIRESiRICTIONSlSPEGAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. : ... . SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL TOWN OF BARNSTABLE 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE BUILDING INSPECTOR LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR 367 MAIN STREET LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. HYANNIS MA 02635 AUTHORIZED REPRESENTATIVE } 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/Iiidividual): TO�CR-f �.A��F�TT EI,IS. isc Address: }�. X 133 �t(__SCE-lain-. ST. City/State/Zip: Cffr,j C7 Phone#: ( 42 000 l Are you an employer? Check the-appropriate box: Type of project(required): 1.❑ I am a employer with 4. M I am a general contractor and I 6. FJ New construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet $ 7• KRemodelmg ship and have no employees These sub-contractors have 8. Demolition working .for me in any capacity. workers' comp. insurance. 9. Building addition [No workers' comp. insurance 5. �.We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL .. 11. Plumbing repairs or additions myself. [No workers' comp. C. 152, §1(4),and we have no 12.0 Roof repair: insurance required.)t employees. [No workers' 13.0 Other comp. insurance required.) Any applicant that checks box#I 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. -ontractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'camp.policy information. am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site aformation. asurance Company Name: _Z�RIC.�A — ArAlzi�'i C.AtJ olicy#or Self-ins.Lic. #: 1 (a.A 6-n Expiration Date: 1 107 )b Site Address: 41 MT City/State/Zip: �®21-,Af7 ttach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). ailure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a ne up to$1,500.00 and/or one-year imprisonment, as well as.,pivil penalties in the form of a STOP WORK ORDER and a fine Fup to$250.00 a day against the violator. Be advised that•a-gW3;of this statement may be forwarded to the Office of ivestigations of the D r insurance coverage verification. do hereby certify nd he ai a p alties ofperjury that the information provided above is true and correct: ature: Dater / Zle O lone#: �5 �� TZ� OO 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#: SEPTIC SYSTEM SHOWN AS PER DE, SPECTION REPORT DATED 12-5-95 ZONING: -RF-1 FRONT: 30' N SIDE & REAR: 15' 0 176. 75, GARAGE/BARN rn n - f\ G L 39.9' 2 EXISTING Of -DWELLING. 0 0_ - 0 W 34 56, LOT A 0.7' 1 19,071 SFf (0 ^� C RIGHT OFlw 4 DENOTES CB FND 'l CP EXISTING CESSPOOL l42.gO' LP EXISTING LEACH PIT JOB # 97-167 PL 0 T PLAN FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT ONLY LOCATION : 41 MOUNT VERNON AVE. HYANNISPORT, MA SCALE : 1 ". = 30' DATE : SEPTEMBER 26, 2005 PREPARED FOR: REFERENCE LOT A PB 92 PC 107 S WHELAN ASSESSOR'S MAP 287 PARCEL 100 I HEREBY CERTIFY THAT THE STRUCTURE �� ARNE tiG SHOWN ON THIS PLAN IS LOCATED ON THE o H. GROUND AS SHOWN HEREON. " OJALA v off 508-362-4541 a N0.26348 fox 508 362-9880 P OF � down cape engineering, inc. /p lgNo SURVE�� CIVIL ENGINEERS -- — ------- ----------------------- LAND SURVEYORS DATE REG. LAND SURVEYOR 939 main st. yarmouth, ma 02675 Nr M Padgett Builders Inc. Subcontractor Insurance Information Excavation J C Aalto P. O. Box 339 Marston Mills, MA 02648 AWC 7011579012006 Foundation Bay Colony P. O. Box 469 Cotuit, MA 02635 WC0000753 RooVSidewall Todd DeBerry 228 Wood Street Middleboro,MA 02346 UB 0381BO9006 Electric Barnstable Electric 71 Lothrop's Lane West Barnstable, MA 02668 WCC5000804012006 Carpenter D &M Construction, Inc. 5 Beaver Dam Way, P. O. Box 190 S. Dennis, MA 02660 WC231S351409016 Scott Melanson RSM 72 Gully Lane Sandwich, MA-2563 Plumbing A-Dad's Plumbing&Heating P. O.Box 72 West Barnstable, MA 02668 WC797644 03 Heat Tavano Mechanical Systems, LLC 201 Capes Trail West Barnstable, MA 02668 0287662 Page 1 of 2 Insulatio n Ace Insulation 12 Wenham Shores Drive Carver, MA 02330 LJB0150B47205 Drywall Ed Miller& Sons Drywall Inc. P. O. Box 572 Hyannisport, MA 02647 WC5002499012006 Finish Carpentry Kempton Nickerson Building&Remodeling 13 This Way Osterville, MA 026555 8737129 Painting Dover Bay Company 14 Bodfish Place Hyannis,MA 02601 Page 2 of 2 z La 0 Q Q d N Qom¢=�; . caF-. 3m�,DD nF1CALAT.P11AlT crTz RDocswNDLEs rznm m� EM I AZEx1ae FAscue . FWE2Q WAfi05 roP OF FTw nP.T a Sn aeAmc - COPNEReDARD3 ,SY W.C.SXINGLE SIdN6 p ' ^ e•.-TO WFATNER • --- TOP OF 6tAB . ANGERSEN AND""" , 1a68EAD BOPAD ;:aRNWATD� SORNW"ro LEFT SIDE ELEVATION RIGHT SIQE ELEVATION o fE �AANOAYIERJEII/ \ STORMWATCNNEW ; POOL' \ � OR HOUSEP°N°LPs z O lo (VAULTED CEILING) \\ " �/ Z - - \ z O ANOERSEN q • FWG 21I SP FARM TOP OFPU _ FLOOR PLAN TDPDPPAE a, W NOTES: a'DP.R_j w = 1.)CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS Z &DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS.' POOL SIDE ELEVATION REAR ELEVATION SCALE: DETAILS,&FINISHES IN THE FIELD WITH OWNER 3-)ROUGH OPENING HEAD HEIGHT OF WINDOWS AT 'FIRST FLOOR TO BE V-11"ABOVE SUBFLOOR DATE: 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS L I I O�ZOOF> STATE BUILDING CODE " 5.) PROVIDE UTILITY INSTALLATIONS FROM HOUSE TO POOL HOUSE THE DESIGNER sNALL eE NOTIFEo IF- - - ERRORS OR OMISSIONS ARE FOUND 01 -VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES - THESE DRAWNGs PRIOR TOn OF DRANVINGNO..: ' - coNSRiU m.THE 6URdNGCONTRACTOR , 6.) ALL CONCRETE USED FOR FOUNDATION WALLS.FOOTINGS&SLABS INT EBE SE OR DINGS I FOR TNECON. T I TO BE 3000 PSI CO NEENCES WGS FCONST"T" 1 _ CONGNERO WITILOUFROTIOR'. E - OESIGNEROFANYERRORSOROMISSONS. OFESE GR ER NOTEDSOLELY FOR THE USE OF THEOWNERNOTED IR OTY.FAOSE OF TXESENTOFTEDMGRESTHEWRIrtEN f "' COxSENT OF 1NE DESIGNER. z U TYP.ROOF CONST. ¢ Lv -2=t0 ROOF RK1ER6®t4 x �"'w O •12 GOXPLYYfDODR00F6HFATYNG pJ1, - •A6PW�LT ROOT 6XD1DlE9 co 4 iPS .tAB.FELTPIPER c IL115S • •I1T�AN�NR/Ft29IR Erg l- "R Fo`R 1a6DAr BDT1ON �co Fm¢ x 12, TOPOF MIE `OOM.ALO6tPtUM M •. EM BOAim WPLLH H POOL 60FFlTVENI6 lul 'V�NLH - TYP.WALL CONST. � HOUSE .2a.61UD6®+sue 164 . - -'?PLYWOOO6NFA11iRW -W.G 6HW41E 61glxi • ttP.12 DIAMClIOR .ttL'F(N0116EVMN - CDNG.SIGH BOLT6®16x + TOPoF SLN! . FOUND.W/3L5 �. ' • - GONG FOOlWG6 O ' W12a 810:Y A SECTION @ POOL HOUSE ' A A . •. ' N1ILH LVIHEMER I/l ATE 61MP6ON ItVQ r —I , PLLeORNER6 �l _ F_OJ �^ O I III ,I P.IFGONG x `+ I II II I FOUND.WA b �NCF�WD6 e cn ROOF FRAMING PLAN O . F- - A I II Ir GONG.6l/H) II I A .b NOTES: - .. 0 z z 4 1.)ALL ROOF RAFTERS TO BE 2 x 10's I I i I I I UNLESS OTHERWISE NOTED (� 2.)USE SIMPSON H 2.5 HURRICANE CUPS AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPEIAYOUT 1I I I s— t Wl OWNERS W Z _ IL-------------=JJ I SCALE: L------------- i - DATE': 6 >� 11/16/16/2006 r, FOUNDATION PLAN DRAWING NO.: . 1 I JAN.22.2007 2:24PM BARNSTABLE COM/ECO.DEVELOPMENT----- 641—P.2i3_ r, Gel i �► The Town of Bar e �� * Groh. Management �'l�ta��e 9ece�t,Hyannfs,Department o#f'Lce!508469-+696 Fax;5os-8s!e 478E September$o,$006 Attn. Sarah Korleff, Preservation Planner Brad Crowell,Chairman Cape Cod Commission 8926 Main Street Barnstable, MA 09680 Re: DRI 41 Mount Merman Avenue, a contributing building within the HYanuispart National Register District, Demolition of a portion of the house and an addition Revised plans dated oe/oa/gW6,Cotuit Bay Design Dear Commission Members. k The Barnstable Historical Commission reviewed the above referenced plans at their meeting of September 12,sooB, Plans involved demolition of a portion of the house and, alterations to approximately 10%of the house, BHC,found that the rqvI4ed design for the property located at the above address to be most appropriate and responsive to the concerns previously expressed by the Historical Commission. The revised plan8 show-that the hip roof design of the original building has been retained and the scale and height of the addition reduced, The new dormers are pushed back and changes made to the windows in the garage, The revised dcsign of the additions reflects the style of the existing building, Based'upon.their:rgview,,the Historical Commission voted unanimous) to recommend that the ro y p po8ed alterations shown on the plans by Cotuit Bay Design dated 09/06/o6 not be considered a 4 l • JAN.22.2007 2:25PM BARNSTABLE COM/ECO.DEVELOPMENT ---'_.NO.E41� P. substantial alteration to this building,which is listed as a contributing building within the HYannisport National register.District, The Hiet orical Commission wished to thank the owners, designer Steil'Qb k, attorneys Patrick,Butler and Eliza Cox,and Sarah Korjef4 Historic preservation Specialist for their successful collaboration that has resulted in a mast appropriate design for the additions to this building, Sincerely, ,.. w•'Jii::i •. Nancy Clark, Chnirn= CC! Steven Cook, Cotuit Bay Design,,M Brewster Road,Mashpee, ,MA 09649 Attorneys Patrick Butler and Eliza Cox Ruth Weil,Esq.,Director Growth Management Department S, Ilk, Ili Nu' tter Eliza Cox Direct Line: 508-790-5431 Fax: 508-771-8079 E-mail: ecox@nutter.com September 25, 2006 0105908-1 Sarah Korjeff, Preservation Planner. Cape Cod Commission 3225 Main Street Barnstable, MA 02630 Jackie Etsten, Principal Planner Barnstable Historical Commission Town of Barnstable 200 Main Street Hyannis, MA 02601 - Re: Whelan - 41 Mt. Vernon Avenue, Hyannisport Dear Sarah and Jackie: As you are aware,' this firm represents Susan Whelan in connection with the addition proposed to her house located at 41.Mount Vernon Avenue, Hyannisport.(the "Property"), which is considered a contributing structure to the Hyannisport National Register District. On September 12, 2006, we presented the revised development plans dated September 6, 2006 (the "Revised Plans"), which depict the demolition of the outbuilding (which is not considered a contributing structure) and an addition to the existing dwelling to the Barnstable Historical Commission (the "BHC"). As memorialized in a letter dated September 20, 2006 from the Chair, the BHC approved,the revised design and determined that the addition, as shown on the Revised Plans, did not constitute a "substantial alteration" to this contributing structure. Accordingly, the purpose of this correspondence is to formally withdraw without prejudice from both the Town and Cape Cod Commission the originally proposed development plans for the Property which are dated June 14, 2006 (the "Original Plans") and which were referred by the BHC to the Cape Cod Commission. Rather, Ms. Whelan intends to proceed with the approved development as shown on the Revised Plans. This will further confirm our understanding that no additional Cape Cod Commission review, nor Town of Barnstable BHC review is required for the development shown on the Revised Plans, and that we may proceed to apply to the Town for local demolition-and building Nutter McClennen & Fish L-P ■ Attorneys at Law 1513 lyannough Road, P.O. Box 1630 ■ Hyannis, MA 02601-1630 ■ 508-790-5400 ■ Fax:508-771-8079 ■ www.nuttercom Sarah Korjeff, Preservation Planner Jackie Etsten, Principal Planner September 25, 2006 Page 2 permits in connection with.the Revised Plans. Please advise as soon as possible if anything further is required in this regard. Please let me know if you have any questions or comments regarding this correspondence or if any additional information is needed to withdraw the Original Plans. Again, we appreciate very much the time and input of the Cape Cod Commission staff and the BHC in connection with this Property. With best regards, I remain, Very, truly yours, 9 L�/1 Eliza Cox EZC:ezc cc: Susan Whelan Steve Cook, Cotuit Bay Design Rob Padgett, Padgett Builders Patrick Butler, Esq. 1564928.1 BO�SE" Double 1�3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Floor Beam\F1302 B6 CAt^CO- 9.3-besign Report-US 1 span No cantilevers 0/12 slope Thursday, February 08,2007 16:53 Build 057 File Name: Padgett Whalen Residence.BCC Job Name: Whalen Residence 4Description:Garage door headers Address: 41 mount Vernon Ave Specifier: Bill Campbell City State,Zip:Hyannisport, Ma Designee Customer: Padgett Builders Company: Shepley.Wood Products Code reports: ESR-1040 Misc: 1 1 i i i i 1 i . i r i i i i• 1 1 1 i i i i i r i i f -x :.:: "' '° ,*�F` ;,H,, A,,a' ... k + ';°iw - �,-�i• lx• S� .4X °,s. a :0.11 'year ; .tee-sir .....ct:.. ..3.. €53•.. ... '''_,..;a .cam .-�a. .-,.� aa...:'m .cs=��'. a`�4 ',,�,. 3� BO,3-1/2- ', B1,3-1/2- LL 190 lbs - ILL 190 lbs DL 306 Ibs DL 306 Ibs SL 428 Ibs T SL 428 Ibs otal HorizontalProduct eng =UU-uts-00 Load Summary Live Dead Snow Wind Roof Live. Tag Description Load Type Ref. Start _ End 100% 90% 115% 133% 1250/6 Trib. ' 1 Standard Load Unf.Area(psf) Left4 - 00-00-00 09-06-00 40 _ 10 01-00-00 2 Roof Unf.Area(psf) Left 00-00-00 09-06-00 15 30 03-00-00 Controls Summary_ Value %Allowable. Duration Load Case Span Location Disclosure Pos. Moment 1986 ft-Ibs 12.4% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 713 Ibs 9.8% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U1857(0.058") 12.9% 2' 1 output as evidence of suitability for Live Load Defl: L/2776(0.039") 13.0% 2 . 1 `particular application.Output here based, Max Defl. 0.059' 5.8% 2 1 on building code accepted design properties and analysis.methods. Span/Depth 11.4' n/a 1. Installation of BOISE.engineered wood products must be in accordance with %Allow %Allow, + current Installation Guide and applicable Bearing Supports Dim.(L x VV) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/7' 923 Ibs 1.0.4% 10.0% Spruce-Pine-Fir or ask questions,please call _ B1 Post 3-1/2"x 3-1/2" 923 Ibs 10.4% 10.0% Spruce-Pine-Fir (800)232-0788 before installation.` BC CALCO,BC FRAMER®,AJSTM', Cautions ALLJOIST@,BC RIM BOARD-,BCIe, Column at Bearing BO analyzed for bearing only,column analysis has not been performed. BOISE GLULAM- SIMPLE FRAMING Column at Bearing 131 analyzed for bearing only, column analysis,has not been performed.- SYSTEM@ VERSA-LAM@,VERSA-RIM t PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Notes trademarks of Boise Wood Products, - Design meets Code minimum(U240)Total load deflection criteria L.L.C. Design meets Code minimum(U360)Live load deflection criteria Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram �+{b a a c a minimum=2" c=5-112' b minimum=3" d= 12" - Member has no side loads. Connectors are:16d Common Nails Page 1 of 1 a L Triple 1-3W' x 14" VERSA-LAM®2.0 3100 SP Floor Beam1F1301 BC CALCO 9.3 Design Report-US 1 span I No cantilevers 1 0/12 slope Thursday, February 08,2007 16:53 Build 057 File Name: Padgett Whalen Residence.BCC Job Name: Whalen Residence Description: Beam in garage picking up wall Address: 41 mount Vernon Ave Specifier: Bill Campbell City, State,Zip: Hyannisport, Ma Designer: Customer: Padgett Builders Company: Shepley Wood Products Code reports: ESR-1040 Misc: lilI-El l l j 1 141al 1 i x �� _ 3 I � « „M-' .c �50" § '`. ;«' a 22-00-00 B0,3-1/2- B1,3-1/2- LL 587 Ibs LL 587 Ibs DL 1364 Ibs DL 1364 Ibs SL 660 Ibs SL 660 Ibs otal Horizontal22-00-00 - Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 126% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 22-00-00 40. 10 01-04-00 2 Gable Trapezoidal(plf) Left 00-00-00 0 0 n/a 11-00-00 0 120 n/a 3 Gable Trapezoidal(plf) Left 11-00-00 0 120 n/a 22-00-00 0 0 n/a 4 Roof Unf.Area(psf) Left 00-00-00 22-00-00 15 30 02-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 14975 ft-Ibs 29.9% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 2341 Ibs 14.6% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U502(0.515") 47.8% 13 1 output as evidence of suitability for particular application.Output here based . Live Load Defl. U1131 (0.229") 31.8% 13 1 on building code-accepted design Max Defl. 0.515" 51.5% 13 1 properties and analysis methods. Span/Depth 18.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-12" 2611 Ibs 29.4% 28.4% Spruce-Pine-Fir or ask questions,please call B1 Post 3-1 2"x 3-12" 2611 Ibs 29.4% 28.4% Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO,BC FRAMERO,AJS-, ALLJOISTO,BC RIM BOARDTm BCIO, Cautions Member is not fully supported at post BO. A connector is required at this bearing. SYSTEMO BOISE S SIMPLE FRAMING ,VERSA-LAM@,VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUS®,VERSA-RIMO, Member is not fully supported at post B1. A connector is required at this bearing. VERSA-STRAND®,VERSA-STUD@ are Column at Bearing 131 analyzed for bearing only, column analysis has not been performed. trademarks of Boise wood Products, L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Page 1 of 2 BaS N Triple 1-3/4" x 14".VERSA-LAM® 2.0 3100 SP Floor Beam1F13O1 BC CAtC®0., Design Report-US 1 span No cantilevers 10112 slope, Thursday,February 08,2007 16:53 Build 057 File Name: Padgett Whalen Residence.BCC Job Name: Whalen Residence -Description: Beam in garage picking up wall Address: 41 mount Vernon Ave Specifier: Bill Campbell City, State,Zip:Hyannisport, Ma Designer: Customer: Padgett Builders 'Company: Shepley Wood Products, Code reports: ESR-1040 'Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • o 0. particular application.Output here based c on building code-accepted design properties and analysis methods. • • Installation of BOISE engineered wood e o 0 0 . products must be in accordance with.. current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=T c`= 101, (800)232-0788 before installation. b minimum=3' d= 12" BC CALC®,BC FRAMER®,AJS-,. ALLJOIS ®,SC RIM BOARD Im,13GIV, Nailing schedule applies to both sides of the member. BOISE GLULAM-,SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Connectors are:16d Common Nails PLUS®,VERSA-RIM®, 4 VERSA-STRANDO,VERSA-STUD®are trademarks of Boise Wood Products, Page 2 of 2 , r 1 $F" Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\F1303 BC CALC®9.3 Design Report-US 3 spans I No cantilevers 1 0/12 slope Thursday, February 68,2007-16:53 Build 057 File Name: Padgett Whalen Residence.BCC Job Name: Whalen Residence Description:F803 Address: 41 mount Vernon Ave Specifier: Bill Campbell City, State,Zip:Hyannisport, Ma Designer. Customer: Padgett Builders Company: Shepley Wood Products Code reports: ESR-1040 Misc: I I1 j I OwON ` ,� ,xt, 3 ... _n.. 4 -rt. �. ��kem,:' O 1NNE • xz.: kh M`x.. � r .. ,�,.:w 11-00-00 13-00-00 11-06 00 BO,3-1/2- B1,3-1/2- B2,3-1/2" LL 1547 Ibs B3,3-1/2" LL 4231 Ibs LL 4316 Ibs LL 1598 Ibs DL 1141 Ibs DL 383 Ibs DL 364 Ibs DL 1107 Ibs Total Horizontal Product Length=35-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 1150/a 133% 126% Trib. 1 Standard Load(deck) Unf.Area(psf) Left 00-00-00 . 35-06-00 60 15 05-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 4662 ft-Ibs 33.4% 100% 14 3-Internal Completeness and accuracy of input must Neg. Moment -6307 ft-Ibs 45.2% 100% 20 2-Right be verified by anyone who would rely on End Shear -1565 Ibs 24.8% 100% 14 3-Right output as evidence of suitability for Cont. Shear 2372 Ibs 37.5% 100% 20 2-Right particular application.Output here basedon building code-accepted design Total Load Defl. U692(0.195") 34.7% 14 3 properties and analysis methods. Live Load Defl. U806(0.168") 44.7% 14 3 Installation of BOISE engineered wood Total Neg. Defl. -0:101" 20.2% 14 2 products must be in accordance with Max Defl. 0.209' 20.8% 16 2 current Installation Guide and applicable 2 building codes.To obtain Installation Guide Span/Depth 1;6.4 n/a or ask questions,please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim (L x W) Value Support Member Material BC CALC®,BC FRAMER®,AJST"" BO Post 3-1/2"x 3-12" 1911 Ibs 21.5% 20.8% Spruce-Pine-Fir ALLJOISTO,BC RIM BOARD-,BCI®, B1 Post 3-12"x 3-12" 5337 Ibs 60.1% 58.1% Spruce-Pine-Fir BOISE GLULAMT",SIMPLE FRAMING B2 Post 3-1/2"x 3-12" 5458 Ibs 61.5% 59.4% Spruce-Pine-Fir SYSTEM®,VERSA-LAM®,VERSA-RIM B3 Post 3-1 2"x 3-12" 1981 Ibs 22.3% 21.6%. Spruce-Pine-Fir PLUS®,VERSA-RIM®, VERSA-STRANDO,VERSA STUDO are trademarks of Boise Wood Products, Cautions L.L.C. Column at Bearing BO analyzed for bearing only,column analysis has not been performed. Column at Bearing B1 analyzed for bearing only. column analysis has not been performed. Column at Bearing B2 analyzed for bearing only,column analysis has not been performed. Column at Bearing B3 analyzed for bearing only,column analysis has not been performed. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram I br d a c a minimum=2" c=5-1/2" b minimum=3" d=12" Member has no side loads. Connectors are:16d Common Nails Page 1 of 1 B0 - Triple 1-3/4" x 11-7/8" VERSA=LAW 2.0 31,00 SP, `` Floor Beam1FB04 BC CA2C®9.3 Design Report-US 1 span No cantilevers j 0/12 slope 'Thursday,February 08,2007 16:52 Build 057 File Name: Padgett Whalen'Residence.BCC Job Name: Whalen Residence Description:Slider header Address: 41 mount Vernon Ave Specifier: Bill Campbell City, State,Zip:Hyannisport, Ma - `Designer: Customer. Padgett Builders Company: Shepley Wood Products,, Code reports: ESR-1040 Misc: i l i 1 i r1 BO,3-1/2- B1,3-1/2° LL 1390 Ibs LL 1390 Ibs DL 2300 Ibs - DL 2300 Ibs SL 2189 Ibs SL 2189 Ibs y Total Horizontal Product Length=12-07700 Load Summary Live Dead Snow Wind Roof Live b. Tag Description Load Type Ref: Start End 100% 90% 115% 133°� 125%T Tn/a 1 Joist Plf Unf. Lin.(plo• Left 00-00-00 12-07-00 221 348 348- Na Controls Summary Value %Allowable Duration Load Case 'Span Location Disclosure Pos. Moment 17174 ft-Ibs 46.8% 115%- 2 1 -Internal Completeness and accuracy of input must 0 o be verged b anyone who would rely on - - Y Y End Shear 46821bs 1 34.4/0 115/o. 2 1 Left Total Load Defl. U469(0.31") 51.2% 2 1 - output as evidence of suitability for Live Load Defl. L1770(0.189") 46.7% 2 1 particular application.Output here based on building code-accepted design Max Defl. 0.31" 31.0% 2 1 properties and analysis methods. Span/Depth 12.3 n/a' y 1 Installation of BOISE engineered wood products must be in accordance with 0/9 Allow %Allow current Installation Guide and applicable Bearing Supports Dim (L x Vg Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 5880 Ibs 66.2% 64.0% Spruce-Pine-Fir or ask questions,please call B1 Post 3-1/2"x 3-1/2" 5880 Ibs • 66.2% 64.0% Spruce-Pine-Fir (800)232-0788 before installation., . BC CALC®,BC FRAM ERO,AJS-, Cautions ALLJOIST®,BC RIM BOARDTm BCI®, Member is not fully supported at post BO. A connector is required at this bearing. BOISE GLULAM- SIMPLE FRAMING Column at Bearing BO analyzed for bearing only,column analysis has not been performed. SYSTEM®,VERSA-LAM®,VERSA-RIM Yz X y PLUS®,VERSA-RIM®, I . Member is not fully supported at post B1. A connector is required at this bearing. VERSA-STRAND®,VERSA-STUD®are Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. trademarks of Boise wood Products, L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria.. Design meets Code minimum(U360)Live load deflection criteria Design meets arbitrary(1")Maximum load deflection criteria. . Connection Diagram .b d a o o c _ e O O a minimum=Z' c=7-7/8". b minimum=3" d=12" e minimum=3„ Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are:16d Common Nails ) Page 1 of 1 Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F1305 BC CALC®9.3 Design Report-US 1 span No cantilevers 10112 slope Thursday, February�i8,2007-16:52 Build 057 File Name: Padgett Whalen Residence.BCC Job Name: Whalen Residence Description: F605 Address: 41 mount Vernon Ave Specifier: Bill Campbell City, State,Zip:Hyannisport, Ma Designer: Customer. Padgett Builders Company: Shepley Wood Products Code reports: ESR-1040 MisC: I I I j l I . f2l I I I 11 1 I I I I I '� +ai.F•a �. IM .�,a,i °'Pr ® h'4Ne. rs _ :s` .'�s4aZ'= '�� _ ia��:" wc �.= .. -t..�s�`` .•. �� y �' 06-00-00 BID,3 1/2" B1,3-1/2" LL 160 lbs LL 160 lbs L lbs DL 697 lbs of CA„ti SL 778 lbs Total Horizontal Product Length=06-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 06-00-00 40 10 01-04-00 2 wall Unf. Lin.(plf) Left 00-00-00 06-00-00 0 80 n/a 3 roof Unf.Area(psf) Left 00-00-00 06-00-00 15 30 08-00-00 4 Roof Trapezoidal(plf) Left 00-00-00 30 60 n/a 06-00-00 0 0 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 2154 ft-lbs 13.4% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 1084 lbs 14.9% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. L2773(0.024") 8.7% 2 1 output as evidence of suitability for Live Load Defl. U4806(0.014") 7.5% 2 1 particular application.Output here based on building code-accepted design Max Defl. 0.024" 2.4% 2 1 properties and analysis methods. Span/Depth 7.0 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim (L x w) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-12" 1731 lbs 19.5% 18.8% Spruce-Pine-Fir or ask questions,please call 131 Post 3-1/2"x 3-12" 1635 lbs 18.4% 17.8% Spruce-Pine-Fir (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, Cautions ALLJOISTO,BC RIM BOARDTm BCI®, Column at Bearing BO analyzed for bearing only,,column analysis has not been performed. BOISE GLULAM-,SIMPLE FRAMING SYSTEColumn at BearingB1 analyzed for bearing only,column analysis has not been performed. PLUSO,®,VERSA-LAM®,VERSA-RIM Y 9 Y Y p PLUS®,VERSA-RIM®, VERSA STRANDO,VERSA-STUD®are Notes trademarks of Boise Wood Products, Design meets Code minimum(U240)Total load deflection criteria. L.L.C. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram b d a • �• • c a minimum=2" c=5-10 b minimum=3" d=12" Member has no side loads. Connectors are:16d Common Nails Page 1 of 1 BO�SE" Single 14" BCI®90s-2.0 SO JoistIJ01 BC CALC`b 9.Aesign Report-US 1 span I No cantilevers 1 0/12 slope Thursday, February 08,2007 16:52 Build 057 16"OCS I Non-Repetitive Glued&nailed construction File Name: Padgett Whalen Residence.BCC Job Name: Whalen Residence Description:Joist over garage . Address: 41 mount Vernon Ave Specifier: Bill Campbell City, State, Zip:Hyannisport, Ma Designer: Customer: Padgett Builders Company: Shepley Wood Products Code reports: ESR-1336 Misc: .. 4 III NO INVAIM;wy-N-3t; BEER`I.K111 1 3 - 2 22-00-W BO,2-1/2° B1,2-1/2° ILL 603 lbs LL 704 lbs DL 202 lbs DL 552 lbs' SL 53 lbs SL 387 lbs Total Horizontal Product Length=22-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) - Left " 00-00-00 22-00-00 40 10 16" 2 wall Conc. Lin. (plf) Right 02-08-12 02-08-12 0, , 80 16' 3 ceiling Conc. Lin. (plf) Right 02-08-12 02-08-12 100 100 16, 4 Roof Conc. Lin.(plf) Right 02-08-12 02-08-12 165 330 16" Controls Summary Value %Allowable 'Duration. .Load Case Span Location Disclosure Pos. Moment 4742 ft-lbs 41.6% 100% 1 1-Internal Completeness and accuracy of input must End Reaction 1629 lbs 97.7% 115% 2 1—Right be verified by anyone�who would rely on Total Load Defl. U531.(0.491") 45.2% 2 1 output as evidence of suitability for Live Load Defl. L1729(0.358") 65:9% 2 1 particular application.Output here based Max Defl. 0.491" 49.1% 2 — 1 on building code-accepted design Span/Depth 18.6 n/a 1 properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with %Allow %Allow y current Installation Guide and applicable Bearing Supports Dim.(L x W ' Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 2-1/2'x 3-1/2" 857 Ibs 23.0% n/a Spruce-Pine-Fir . or ask questions,please call B1 Wall/Plate 2-1/2"x 3-12" 1643 lbs 44.2% n/a Spruce-Pine-Fir (800)232-0788 before installation. ' BC CALC®,BC FRAMER®,AJSTM' Cautions ALLJOIST®,BC RIM BOARD ,BCI®, Web stiffeners are always required under concentrated loads that exceed 1000 lbs. Install BOISE GLULAM- SIMPLE FRAMING the web stiffeners snug to the top of the flange.Follow the nailing schedule for intermediate SYSTEM®,VERSA-LAM®,VERSA-RIM bearings. VERSA TRAND®!VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified(U480)Live load deflection criteria.. Design meets arbitrary(1")Maximum load deflection criteria., Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 E Braman. Cunenwgaid MA 026374361; __ _ - ol 46 ------------ DANIELIE: � BRA�AA{d 3TRUtUs RPM 1_, IoDr,tirl V G• V 43LQ V 1 L-Y J L"LLL Lli -j- Licensed to: Dan Braman, P.E.. Job: Whalen Res . 41 Mount Vernon ' 'Steel Code:' AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) WlOX39 Fy = 36. 0 .ksi Total Beam Length (ft) = 15'. 00 L r Top Flange Braced By Decking F LOADS: Self Weight = 0 . 039 ° k/ft♦. _ Line Loads (k/ft),: Distl Dist2 DL1 DL2. Pre DLI Pre DL2 LL1 LL2 . 0. 00 15. 00 0. 713 0.713 R ,. O. U0. .. .0. 000 1 ..3.40 1. 340 . SHEAR: Max V (kips) 15 "69: fv (ksi) = 5. 02 'Fv MOMENTS: Span Cond Moment R @ ' Lb' Cb ' Tension Flange Comp Flange kip-ft ft ft fb, Fb fb-.: Fb Comer Maw+ t58 8 7 5 0 0 1 On 1ti_ 77 24_n0 16_ 77 24 - 00 Controlling ,58 .8 �7 . 5 0. 0 1' 00 -16. 77 24 .00 --- w --- REACTIONS '(kips) : " Left Right. DL reaction 5. 64 5. 64 Max + LL' reacton - 10. 05 10. 05 Max + total reaction '. 15. 69 . 15. 69 DEFLECTIONS: ,yam Dead load (in) s -at 7 . 50 ft = 0 . 141 L/D = 1273 _ Live load (in-) at 7 . 50 ft -0 .252' ! L/D ,: 715 f Total load (in) at 7 . 50 -ft = 0.393 L%D = .458' g M� BOISE' Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F1301 BC CALC®9.3 Design Report-US 1 span No cantilevers 0/12 slope Wednesday, February 07,2007 09:21 Build 057 t File Name: BC CALC Project ` Job Name: Whalen Residence Description: Header Address: 41 mount Vernon Ave Specifier: Bill Campbell City, State,Zip: Hyannisport, Ma Designer: ' Customer: Padgett Builders Company: Shepley Wood Products Code reports: ESR-1040 Misc: 7=1 '. t BO,3-1/2" B1,3-1/2" DL 531 Ibs DL 531 Ibs SL 944 Ibs SL 944 Ibs Total Horizontal Product Length=12=07-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load T e Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Rood Trapezoidal(plf) Left 00-00-00 - 30 60 n/a 06-03-08 120 240 n/a 2 Roof Trapezoidal(plf) Left 06-03-08 120 240 n/a 12-07-00 30 60 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 5194 ft-Ibs 32.4% 115% 3 1 Internal Completeness and accuracy of input must End Shear 1342 Ibs 18.5% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U542 (0.269") 44.3% 3 1 output as evidence of suitability for particular application.Output here based .. Live Load Defl. U841 (0.173") 42.8% 3 1 on building code-accepted design Max Defl. 0.269" 26.9% 3 1 properties and analysis methods. Span/Depth 15.3 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Value Support Member Material building codes.To obtain Installation Guide Bearing Supports Dim (L x W) or ask questions,please call BO Post 3-1/2"x 3-1/2" 1474 Ibs 16.6% 16.0% Spruce-Pine-Fir (800)232-0788 before installation. B1 Post 3-1/2"x 3-1/2" 1474 Ibs 16.6% 16.0% Spruce-Pine-Fir BC CALC®, BC FRAMER®,AJSTM' ALLJOIST®,BC RIM BOARD-,BCIO, Cautions BOISE GLULAM- SIMPLE FRAMING Column at Bearing BO analyzed for bearing only, column analysis has not been performed. SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. PLUVERSA-STRANDRI VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram �Ib d - a cc a minimum=2" c= 5-1/2" b minimum=3" d= 12" Member has no side loads. Connectors are:16d Common Nails Page 1 of 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map iZ Parcel /OQ Health Division Conservation Division Permit# Tax Collector - Date Issued Treasurer Application Fee Planning Dept. Permit Fee .i Date Definitive Plan A prov d b nni g Board Historic-OKH r ervation/HY annis ,ti Project Street Address Mew \1 .J C c Village - _ t-iuSRl�zT 1 / o4, C��r� T'- Owner ��15/fi-1 {-��L�,-� Address -w4e2, M& ©2C'50 Telephone 05c D) 7,b5--3510 Permit Request(DC 'M'c SN F_)Q:)RRpann AAAaxrnw,-ic'/ A-RA(SF Ir Square feet: s oor:existing ZoSS proposed q. i 2nd floor:existing i (o proposed 53� Total new Zoning District Rr- I Flood Plain Groundwater Overlay Project Valuation 55,3 I �►1-3O Construction Type '467Y0 Lot Size 41 S (Po 5 F Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. f Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) O Age of Existing Structure ` R-% Historic House: ti&es ❑No On Old King's Highway: ❑Yes i�4No �\ Basement Type: Xull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) ' Number of Baths: Full:existing new Half:existing new_ Number of Bedrooms: existing new DEmow&4"J6 a46 3e-09cxcm +-0,-Jr-- j9A- P Total Room.Count(not including baths):existing new_� First Floor Room Count —5 L.�uJ ;i_;.r'T+i. ")">♦2eEJ ADD�r rz'� c>.rt = Nc?W WiL.L BE 11�LI Heat Type and Fuel: ❑Gas 40il ❑Electric ❑Other Central Air: 119,Yes ❑No Fireplaces: Existing 1v4 O New Existing wood/coal stove: ❑Yes qq No Detached garage:Aexistmg ❑new size Pool:❑existing Llnew size Barn':Y existing O new size ZZ n ty- dot ON-E Attached garage:❑existing , new size 5185F Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial O Yes 9No If yes, site plan review# Current Use.S 0QWF Proposed Use St_m(Lr tY ev4TiAt, BUILDER INFORMATION Name oP�r� RIQErr--Z.fJ4EaLt(l.dJe2S Telephone Number (50a)!Y28-oco i Address'?, 0 &- c l s3 License# , O'fB�S� Rpm_ Home Improvement Contractor# 0 0 3 J �T F')� O2Eo3Su� Worker's Compensation# U e)4'71(,6W -`7-o b ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO eL 'TE SIGNATURE DATE 7-1 b fyo 7 I FOR OFFICIAL USE ONLY it y 1 "PERMIT NO. ; DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE + OWNER " DATE OF INSPECTION: - FOUNDATION FRAME ' INSULATION 1 . FIREPLACE ` J ° ELECTRICAL: ROUGH FINAL { 1 f PLUMBING: ROUGH FINAL GAS- ROUGH FINAL FINAL BUILDING jf DATE CLOSED OUT ASSOCIATION PLAN NO. + 1047 FALMOUTH ROAD HYANNIS, MASSACHUSETTS 02601 (508) 778-0816 1-800-453-6444 FAX(508) 775-0404 January 25, 2007 Town of Barnstable Building Division 200 Main Street Hyannis, Mass. 02601 ` Re: 41 Mount Vernon Hyannisport, Mass. 02647 To Whom It May Concern: Briggs &Heino Plumbing & Heating Co., Inc. has no knowledge of any gas connections inside the structure which is designated the cottage located on the property at the location referenced above. The water supply to the cottage comes from the main house for which the valve has been turned off. We strongly recommend that the General Contractor contact Dig Safe in any case before proceeding with any excavation for that which could be unknown. Sincerely, Jon W ino Corpor to License#1335 Mater Plumbers License#7723 1 `,^ ✓ate:Zoo7nmzaruuea t a� cu�usaef I Ij 00 35 OOQ ct enclosed space BOARD OF BUILpING.REGULATIONS 1 (MGh C 112 8,001. + ,:- License: CONSTRUCTIO.I�SUPERVISOR + I } 1A Masonry only 1 G 1 8 2 Fatuity Homes 15 Numpe � 04$859 ,' Fallure to possess:a current edition of the State Building Code I� I is cause for revogation of this license I 0 008 Tr.no:. 17133 � b y � R t � I RpBRT R PA9. % I , 184 S.CHgOI.ST/lam COTUIT CtoRmm.41oner } t DIG.SAFE CALL CENTER: (888)3444233 �!e �arvreo�uuetzl!!t o�✓�raaaclu�aetCa ---- Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Reglstraffon_100131 Board of.Building Regulations and Standards Exp ratigi 6/9/2008 One Ashburton Place Rm 1301 J' yge.;__Piivate Corporation Boston,M . 2 08 (.; T p :. .— it PADGETT BUILDER$-�%NC,_ , Robert Padgettl PO Box 133/184 Sch6ohSt';:: Cotuit,MA 02635 Deputy Administrator Not valid without signatu - The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' a 600 Washington Street s Boston, AM 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: City/State/Zip: CoT,.,�.i T 6o76 Phone #: csps�)±Z$-oop 1 Are you an employer? Check the,appropriate box: Type of project(required): 1.❑ I am a employer with 4. CK I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. $ ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working .for me in any capacity. workers' comp. insurance. 9..❑ Building addition [No workers' comp. insurance 5. ❑.We are a corporation and its required] officers have exercised'their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL .. 11.❑ Plumbing repairs or additions myself. [No 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#i 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., Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site aformation. nsurance Company Name: -Z J 9Nk,cy Q — ArAZRl At'i 'olicy#or Self-ins. Lic. (P A 6Ti Expiration Date: I 107. ob Site Address: '11/ �• y� �� `Ty - City/State/Zip: ,t'1y{h"SQ? r I)-YIA 0?24,L0 Lttach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). ailure to secure coverage as required under Section 25A of MGL c. 15.2 can lead to the imposition of criminal penalties of a me 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 f up to$250.00 a day against the violator. Be advised that�a=ri px of this statement may be forwarded to the Office of rvestigations of the D o insurance coverage verification. " do hereby ceKify u d e pain an en ties of p ju that the information provided above is true and correct i ature: t` V Dater 7 D1 hone#: �5olb TZ� —',00© 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#: ,RightFax Hartford 6/15/2006 9:24 PAGE 004/014 Fax Server ` C -ERTI- FC� L i DATE(MM\DD1Y1� PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE MYCOCK INS AGCY HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR 20 SCHOOL ST ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. PO BOX 437 COMPANIES AFFORDING COVERAGE COTUIT MA 02635 COMPANY 297SB AAMPATCAN ZURICH INSURANCE INSURED COMPANY PADGETT BUILDERS INC B PO BOX 133 COMPANY COTUIT MA 02635 C COMPANY D COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD. INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE POLICY EFFECTIVE POLICY EXPIRATION LTT POLICY NUMBER LIMITS DATE(MWD D\YY) DATE(MM\DD\YY) GENERAL LIABILITY GENERAL AGGREGATE $. COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $ CLAIMS MADE r7 OCCUR. PERSONAL&ADV.INJURY $ OWNER'S&CONTRACTORS PROT, EACH OCCURRENCE $ RRE DAMAGE(Any one fire) $ MED.EXPENSE(Any one person) $ AUTOMOBILE LIABILITY BINEDSINGLE $ ANY AUTO LIMIT ALLOWNEDAUTOS BODILY INJURY SCHEDULED AUTOS (Per Person) $ HIRED AUTOS BODILY INJURY NON-OWNEDAUTOS (Per Accident) $ PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM WORKER'S COMPENSATION AND A EMPLOYER'S LIABILITY (UB-9716A67-7-06) 06-01-06 06-01-07 STATUTORYLIMrfS THE PROPRIETOR/' INCL EACH ACCIDENT $ 1 no,ono PARTNERS E90RUTIVE DISEASE—POLICY LIMIT $ OFFICERS ARE: EXCL DISEASE—EACH EMPLOYEE $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLESJRESTRICTIONSISPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. �ERT�F#GAt!}ER fC ELLATtLlfii SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL TOWN OF BARNSTABLE 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE BUILDING INSPECTOR LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR 367 MAIN STREET LIABIUTY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. HYANNIS MA 02635 AUTHORIZED REPRESENTATIVE i Padgett Builders Inc. Subcontractor Insurance Information Excavation J C Aalto P. O. Box 339 Marstons Mills, MA 02648 AWC 7011579012006 Foundation Bay Colony P. O. Box 469 Cotuit, MA 02635 WC0000753 . Roof/Sidewall Todd DeBerry 228 Wood Street Middleboro, MA 02346 UB 03 81 B09006 Electric Barnstable Electric 71 Lothrop's Lane West Barnstable, MA 02668 WCC5000804012006 Carpenter D &M Construction, Inc. 5 Beaver Dam Way, P. O. Box 190 S. Dennis, MA 02660 WC231S351409016 Scott Melanson RSM 72 Gully Lane Sandwich, MA-2563 Plumbing A-Dad's Plumbing&Heating P. O. Box 72 West Barnstable, MA 02668 WC797644 03 Beat Tavano Mechanical Systems, LLC 201 Capes Trail West Barnstable, MA 02668 0287662 Page 1 of 2 Insulation Ace Insulation 12 Wenham Shores Drive Carver, MA 02330 UB0150B47205 Drywall Ed Miller& Sons Drywall Inca P. O. Box 572 Hyannisport, MA 02647 WC5002499012006 Finish Carpentry Kempton Nickerson Building&Remodeling 13 This Way Osterville, MA 026555 8737129 Painting Dover Bay Company 14 Bodfish Place Hyannis, MA 02601 Page 2 of 2 SEPTIC SYSTEM SHOWN AS PER DE, SPECTION' REPORT DATED 12-5-95 ZONING: RF-1 FRONT: 30' N SIDE & REAR: 15' - o 176. 75, GARAGE/BARN 8.2 co - r\ 39.9, 0) 2 EXISTING o' DWELLING O a _ 0 U W 1 LOT A 34.56, 19,071 SFf 0 w .7 00 It DENOTES CB FND RI GHT Op WA Y CP EXISTING CESSPOOL 142.90, ` LP EXISTING LEACH PIT JOB # 97-167 PLOT PLAN FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT ONLY LOCATION 41 MOUNT VERNON AVE. HYANNISPORT, MA SCALE : 1 " = 30' DATE : SEPTEMBER 26, 2005 PREPARED FOR: REFERENCE : LOT A PB 92 PG 107 S WHELAN ASSESSOR'S MAP 287 PARCEL 100 t �gss9c I HEREBY CERTIFY THAT THE STRUCTURE ARNE tiG SHOWN ON THIS PLAN IS LOCATED ON THE o H. GROUND AS SHOWN HEREON. " OJALA n off 508-362-4541 o No. 26348 fox 508 362-9880 P 1 0 o� down cape engineering, inc. /p l9N08UR4 (a CIVIL ENGINEERS — — ------- ----------------------- LAND SURVEYORS DATE REG. LAND SURVEYOR 939 main st. yarmouth, ma 02675 oF�ME ram, Town of Barnstable o� -------------------___-_. _-Regulatory..ServicesST"LF _..__.. ._..._..._...-_ .. vMASM& '$` Thomas F.Geiler,Director Building Division. Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 62601 www.town.barnstable.ma.us. Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder , I, p�U'S A-�J J eLhli ,as Owner of the subject property hereby authorize P"'M to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job L ` �� o� Signature of Owner Date Print Name Q TO RM&O WNERPERMIS S ION / E � t v rr JLa vt "CLA ua�c�i✓ia� o� Regulatory Services y4 4 ss •� Thomas T.Geller,Director 2639. Building Division Tom.Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town-.barnstable.ma.us Face: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME.IMPROVEMENT CONTRACTOR LAW -SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction, alterations,renovation,repair,modernization, conversion, improvement;removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units.or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along V31 other requirements. Type of Work: � � � J - (]SIT ILDjPCj Estimated Cost Zoo Address of Work: Ml ►-1 � � I�rfltJti S$a �" Owner's Name: Date of Application0-7 I hereby certify that: Registration is not required for the following reason(s): Work excluded by law MJob 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 PIN TIES OF PERJURY I hereby apply for a permit as the agent of the owner: PYTDG L=7 7 Zt i LDLF s Z [3 � o f OU13 � Date Contractor Signature Registration No, OR Date Owner's Signature Q wpmes.forms:h=eaffidav Rev: 060606 I 7814418721 NSTAR SUM SW3024 12.48:40 p.m. 02-05-2007 2!7. 1. NSTAR NSTAR Electric&Gas Company OOne NSTAR Way,Westwood,Massachusetts 02090.9230 "Cl 16C Me 17A S January 29, 2007 Susan Whelan 86 Centre Street Dover, MA 02030 RE: 41A Mt.Vernon Ave. Hvannisoort Dear Ms. Whelan: At NSTAR, we're committed to delivering great service, This letter serves as confirmation that, as of February 5, 2007, the electric service to 41A Mt. Vernon Ave, Hyannisport, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at(781)441-3341. Sincerely, Xndavares New Customer Connects TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map A $1 = Parcel I DO Application# � V(!:�7 70 O 70;� Health Division Conservation Division Q �-, Permit.# Tax Collector Date Issued Treasurer Application Fee Planning Dept. Permit Fee a Date Definitive Plan Approved by-RIanning Board w Historic-OKH �Y✓ r Lservation/Hyannis Project Street Address f f M ou✓1*— yQ y w) AVQ . Village Owner 6 U 5 ar► If. Address I& C e �+'.� 6 Ov� M A 0 2U 3 D Telephone 50 El 7�— 3S—) 0 Permit Request J W 1 m iPool Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District I\ F— Flood Plain Groundwater Overlay Project Valuati //7 OCO Construction Type Lot Size 43 4 5--P 0 S,P, Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes XINO On Old King's Highway: ❑Yes *0 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: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil r ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing Newer Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ®new size. Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name C voss road,o La,ndx&,tK_ In.e . Telephone Number Address P,0 . 6 0-t a`7 01 License#�r,t�,1 A to D Yju S3 Home Improvement Contractor# �K ' Wiorkeer's�Compensation#'l_ L� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE �"'e1 7 ' FOR OFFICIAL USE ONLY s PERMIT NO. i DATE ISSUED MAP/PARCEL NO. i F ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION �— �'8 PS—' FRAME — INSULATION x FIREPLACE r ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL GAS: ROUGH FINAL r FINAL BUILDING 2 DATE CLOSED OUT ASSOCIATION PLAN NO. ... c� V TT ii vi J.-vKa aa►7 Regulatory Services as ,$ Thomas F,Geller,Director 9� 'A639. �,� Building Division Tom.Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma-us ace: 508-862-403 8 Fax: 508-790-623 0 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW -SUPPLEMENT TO PERMIT APPLICATION ' MGL c. 142Arequires that the"reconstruction,alterations,renovatimi,repair,iaodemization, 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,alozig wiffi other requirements. Type of Work: ✓W I�m m Estimated Cost Address of Work: 41 d U M t Vew n0 Y1 yQ 10 Owner's Name: • Date of App licatiorC —o I hereby certify that Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 []Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY YUNDL UNDER.MGL c.142A, SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the VAer: 00 Date Contractor ignature Registration No. OR Date Owner's Signature Q;wpfiles.forms:home�day ' Rev 060606 t L ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston,MA 02111, www.mass.gov/dia ' Workers"Compensation Insurance Affidavit: Builders/Contractors/Eiectricians/Plumbers Applicant Information .Please,Print Legibly Name(Business/Orgamzation/Individual): C ro� roc(G(j,,) �(�VI(�S�e�,Vl-e— I Mm'clVi 1 V1 C Address: 0 . Q X a `70 City/State/Zip: ®�l MA 0 M-3 Phone.#: 61-V V' M-o°l 00 Are you an employer?Check the appropriate box: :Type of project(required)" • 1,I am a employer with S_ 4, [] I am a general contractor and I employees(full and/or part-time). have hired the sub-contractors 6, El New construction . 2.❑ I am a'sole.proprietor or partner- listed on the-attached sheet. 7. 0 Remodeling ship.andhave no employees These sub-contractors have g. Demolition: vyorking for me in any capacity. employees and have workers' [No workers' comp,insurance comp, insurance.$' 9• [D Butldmg addition requited.] 5, [] We are a corporation and its 10.[D•Electrical repairs of 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 c. 152 12,O Roof repairs . . insurance.required.]t , §1(4),and we have no employees. [No workers' 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 state whether or-not those entities have employees. If the sub-contractors have employees,they must provide their workers'camp,policy number: I ant an employer.that is providing workers'compensation insurance for my employees. Below is.the policy and job site' information. /! ,j_, Insurance Company Name: L:/t_"t,t& I A)b 10 U"4ty, Policy#or Self-ins.Lie,#: U �4 p `�-� Expiration Date; 0 Job Site Address:"oyhd—&�06 Ave. Ct 1,5 1W1_ City/State/Zip: Attach a copy of the workers' compensation policy'dec aration page'(showing the policy nunger and expiration date). Failure.to secure coverage as.required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK.ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the.Office of• Investigations of the DIA for insurance coverage verification. I do hereby certify er the p 'ns and penalties of perjury that the information provided above is true and correct. Si tore: Date; Phone#i Jt� 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 1 City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector ..Other Contact Person: Phone#; U11U lllN LI U1:9.IU113 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 hiie, 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 becaus e 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 ehapten.152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for,therm perfoance of public,work until acceptable evidenEl•of eampl&dr..withtbe 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,i� necessary,supply sub-conti:actor(s)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 P � q . 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 Towli 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 Ucense 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(ifnecessaty)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 maybe 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 bum 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-.. Thy COMMO Wth of Ma ehuWfts . Dtpartment of ladustial Accidents ' Office orf I west gatiolfts E40 WaWn oil St=t Roston,ILIA 02111. . Tc4. 617-727-400 cxt 406 or 1 &77-MASSAFE Fax#617-' 7-7749 Revised 11-22-06. WWW.Ma3+}.86V/di$ f tram;PaUla G;IEs;+iP .at'TG BanKnorth insurance Gro;lp FaxID:20777..0339 To:Matia.nne Date:222;2,00 09:52 ANI Pz�ge 2 al;+ MRD CERTIFICATE OF LIABILIT 8 INSURP^9NC OP ID F =ATEiWVVOOJNWYR CROSSIO 02112'ctr ? :ICUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE TD Banknorth Iris Agcl Inc (CC) HOLDER,THIS CERTIFICATE DOES NOT AMEND,EXTEND OR f 14 Igo zz Hollow; Rd ALTER THE COVERAGE AFFORDED W, .3 BY THE�'OLI�IE3 SELO f.) leans VrA 026S l- _ Phone: 508-2SS-3212 Fau:508-255-9864 INSURERS AFFORDING COVERAGE NAiC# too r2G. werican Staten Ire Ocnpq y 1.97U4___.___ j ! k --=. Granite State Insurance Co 23809 Crossroads Landscape Design r -- - - _ _ __... Inc. �- - - ------- -----------------�--- --...._,.--- - I P.O. Box 2701 IIvs_=Er.:c Orleans MA 02653 -- '---------- —'----- -- - ----- Ir,,_,FtF: rwaV6'KAGP5 r SI F e.E FE ! Ud t'H tl 1 D r L E FO F PC PERIOD,r AT I``�N IT ,' I FL-I ;t�% ri 211 ter c h- .Nt F AI"t IIT S �CTHc :U U�cJ 7r E> r�: ,WHI.HThN- 1 FL1 t4A.-HE I b[J D?P A ref Jh P. F Ck I. +THE OL+l F FB T H Rr! SI_c F_,T ;'I rHr: E:h15 Fx,;.l l+ _G„ _vN Tf fv..:.r o,1.1 e i t .� Cr r;E�U li.•;,pl Mr. r4J:__cL+rEC�CcU_Y�;G..v,L,. SRADD - � --- —' -- - -- '-POI:CV EFFECTIGE IPi31_lCS•FXPIRA'"'07,i- --.... LTF. NSRLjWE OF INSURANCE POLICY NUMBER DATE(k1MIDDIYY) : DATE(t.1MIGDh1) I LIMITS IGEWRALUABILITY — �w � Fr�.cilr _ -�Y �0000OtJ 1§ ri l I!;tiJ F EIJtk•+LuAo._I Y 01Ce30136926 G5/15/q6 05/15/07 1 wrE a e) 204000 - -Larr,, a C"c +rrtln l ,IED Ey nr or r _ : 10000 alA J T 1000000 '__� Prod/Comp Ops Ina l I EF.ai 2gOQ00q- 1 2g000g0 -� I �F• L- r r��f-> .IOC I t I --j------��- :U JT MOBIL=, IABILIne I ! rrLll _:9:. I I i ri"c-,I!iCi I (Eacc�-�tj -----'--''t e I er puscr) rieo a,..Tn - i iY IF ar trcc,ler t', . y GE GARAGE LOSILRI' —_...-.—_.�.. -- ! ,- --��-- ------ All?UG\L" -SAr'CI�`EP, �3 I __! OTHER t Ec AL +0',L„ I EXCESSIUMBRFLLALA91'_ITY , I EACH RCi.Ik?!rCE l 4 I J C7.aaSP�+�UE. f--- I WORKERS:Oh1FEN AT"ON AND El1PLO`E I RS'L!ABILITI I _,l��ki t1 .-I- tL - ------ .- B I WC8:'46218 05/20/06 05/20/07 I E °tCHI E,T 100000 --� _ EL r: -u,C 1F1 C:. L .ggG00 tl L:Ea F:L r. w. d 500000 _ OTHEF I C iCRIPTION OF OPERATIONS I LOCATIONS!VEHIC EL 81 EXCLUSIONS ACDED BY ENDORSEMENT I a'PECiAL PROv�310N5 Contracting operations -� r 1w� � r CERTIFICATE HOLDER CANCELLATION 77-1 p BLS-3 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES 8E CANCELLED BEFCR=THE EXPIRATb"1N q DATE THEREOF.THE!SSUING:NSURER WILL ENDEAVOR TO MAIL 10 CAiS VA T"EN NOTICE TO THE CeRT1F,CATE HOLDER NAMED TO THE LEFT,BLT FAILURE TO DO 50 Si1ALL 20'L' NBSrnstable iMP05E NO OBLIGATION OR LIAR LRY OF SNY KIND UPON T-!E INSURER,ITS AGEN-S OR 0 Main St Hyannis .A 02601 REPR.ESENT'AT1VE5. _.--- AuTHORIZEU REPRESENTATIVE _ Small Business B.CORC!25 IxOC11f)8) kJ ACORD CORPORATION 1988 01/31/2007 12: 45 508240355E CROS PAGE 02 ` Tow.'d Barnstable RegiYiatoiy Services Thomas F.Geher,DirectorMAM . Building IYv9ston ,,jomFerry, Building cowuasionez 2,00 Main Street, Hyannis,MA 02601 FIX" 54S-79076230 508-862-40 8 13Sopetty OvMer Must Complete and Sign This Section if Using A Builder n as Owaet of the subjectptopett7 to tct on my bebop hesebp aurho, ' is ali nets relative to-wozk authadzed by this budding pemit applicatio�for:` (Addteas of ob) ; of Qwner''� ..__w.. - Date �tuxe , -1v� YU h p7i]14 Name+ " :O�YNk'�tPE15I0N,= ,- A R 07-1 r Board of Building aq ulations One Ashburton Prace, Ism 1301 Boston, Ma,,02108-1618� License: CONSTRUCTION SUPERVISOR LICENSE Number: CS 074195 Expires:05/09/2008 t Restricted To: 00 CRAIG J PANACCIONE PO BOX 2701 ORLEANS, MA 02653 -------------- Tr.no: 22431 DPS-CAt -0 5OM-04/05-PC8698 Keep top for receipt and change of address notification. Board of Building Regulations and Standards s. ulp HOME IMPROVEMENT CONTRACTOR License or registration valid for Individul use only Registration, before the expiration date. If found return to: 18 - Board of Building Regulations and Standards 'Exp—a n 1 1348 s-f,18/2007 ,r� One Ashburton Place Rm 1301 Type rivate Corporation Boston,Ma,02108 CROSSROADS CRA1G PANACCItO,NE eta 49 RAYBER RD. ORLEANS,MA 02653��rA✓ Administrator f Vq vall without signature '*44 S' R`R JrA/£LDTOf.lVOE O ZrAIN Rw,°r F.mw POOL I J �3 QArT /N Q°NO aFA/• E[EYO'O' . B7ON D rERMIN Y POOL' /F 2C/G.Y/N/C [ T-0— Speellr7r REAM OTIRT . ELEv/=o- �• ,y G._ C YErr WRLL x A/ir wrTfR/.rant /r rr _ _ fLEVT'D' • - —•I 3 RASIFR['NY/rt: /uOL T7rANt/r/ON PO/NT / N� w J yC,a m KOC D°rn W-A caouivo S4�C/7'tfnGF/ __ L _• 'L COMM ~�'/ R Cur DFF ALL - aFoo OL aAAc I ELEV�=O• C \ �, Ir-3 DAd S S G'OL•I/'�iDE S'N.vGCE CUr OfF AS NOtEO ELEV S'o"- S'RA01US "5,74r2 Mw/N DAA1N - OCM'••'ECr O/RfCr TO PUMP _ UYCFF.tl rf.P.YarF ' Rf51DENriACf C0/on[Rc/AC. G"M1N FLaM A I ,/A! _eA.cs EL Ell-7'O' - Z"CL fAA' U/IfNaL6cYs �� ALEV719 EL FK 8=0• , �AFFTY LFOLL 4 QARS . _ -- a/1"DG 6O1N WAYS rYP• STANDARD 'WALL SECTioN 27• , A36M5/V¢D CONSTRUCTION NOTES ` n�✓ - e~ _• ° e°° 1 • ''�"�� GENERAL RE/NFaf7C/N6 STEEL - ° o ° •CONSTRUCTION SHALL CON/'OR/A TD C/TY KEPT w REINFORCING STEEL S.YF7CL Co/vFOR/n '.,� OF DLDG ?5i9FETY C00,-,e STANDARDS TD A.S.T.M. DES/O/V/9T/D/vS A /ScA3aS za - • • D/I//N6 Dd°RO NOT PfRM/TED ON POCYS LAPS SHALL BEAM/N/.•wUN OFTHIR.ry • ° [ /a• ('° LESS T//AN E/G/rT FEET/N DfPTH AT BD9.PD. ODCCIJ ETERS OR "LUNER.P SPL/CES • " ° ° avDu/r •HFALT/r DFPT.APP,?OYAL REOU/RED FOP. Zo ° ALL COMhIf•PC19L TYPE POOLS. �U/V/TE CONSTRUCT/O/y • GUN/lF S////C L 611 1W,9CN/.vE/7/!F10 ANO vuly r '_ •_� .ill DES/GN /IPP[/ED PN:UNAT/CALL Y" M/Y JNALC BE • THIS DES/O,Y COM1017MS To LOC,94 CODE AND O.vE P/7RT CEMENT TO FOUR 91vD A HRLF D9SE0 U A POW REAONABL SYLEVEL 51TE PA S RTS .9/YO /:9%L UCT com-STBE/vGTN F EOUAC/Iff C1NE `.�� JD00 PS/ 3SL7.9YS t ,COMM•OHLr ° GKVRD CLAMP ANO APPX,4VFp NATURAL GROL/NO R/17N1A/ZFffT • �y/yTf?-CEMENT,P,9T/D SHf7L1 /W T EXCEED of TOP OF DONO CiEAH.ANY EY CEP no vS _ AUTOMAT/(' SUREgCE SK/HMfR `�` tu1CL REOU/RF SUPPLEMEN TRgRY DET.9/C/DETIG.Y 3{7 OAL.3 WATER PER S1QCK OFCE/l/E/VT -•.. _-. FENCE • CURE GUN/TF CYAL/GHTa1,9T,-x SF.P.9Y w✓t 2••36.�RS/fW7 • O/UNFR 511AZ PROV/DE FENC/NG /N CO/11PL/9 NCE TH.CEC T//7JES A DAY FOR.SEIiEN L7AYS l i UNDER wArf-x LIGHT 1111Y LOCAL C/TYOR fdWAI ORDINANCE 5,9rE5 TO 6f SELF CCOS/N6 1 CATCHING• •° • ELECTRICAL Ss19CC C-ONfORnr TO STATE PLATE- . ANO LOCAL AEOU/RFNENTS - ---. b FR�Mf � � '•�• NYOAO TT7"C _ _ O AEC/[F✓AtvE r • > ^^� COL L`_rbN •'..r /Lf�TE: •-tv1`• 1D•Ia•ZO - 1 O AinrPj narf FT F// ern/1T I OF BA s� CAPE COD COMMISSION v0 -® 3225 MAIN STREET k P.O. BOX 226 c� BARNSTABLE, MA 02630 �r�ssACH�Isti FAX08) 62-3) 83836 E-mail:frontdesk@capecodcommission.org U tt HEARING NOTICE CAPE COD COMMISSION A hearing officer for the Cape Cod Commission will open a. pro-forma hearing.for procedural purposes on Friday, August 25, 2006 at 10:00 a.m. at the Cape Cod Commission, 3225 Main Street; Route 6A, Barnstable, MA. The following Development of Regional Impact (DRI) has been referred to the Cape Cod Commission under Section 3 of the DRI Enabling Regulations. This notice is being published as required by Section 5 of the Cape Cod Commission Act. Project Name: Whelan Historic Residence/Hyannisport Project Applicant: Susan H. Whelan, WASP Investments Project Location: C417—Mount Vernon:Avenue Hy_a port, MA Project Description: Proposed substantial alteration and addition to a National Register-listed historic structure built circa 1895. NOTE: The purpose of this hearing will be to open a DRI hearing for procedural purposes. No presentations will be made,no testimony will be taken and no substantive action will be taken regarding this project at this hearing. At a future date the hearing process will resume. Subsequent notice will be provided. The application, plans and relevant documents may be viewed at the Cape Cod Commission office located at 3225 Main Street, Barnstable, MA 02630 between the hours of 8:30 a.m. and 4:30 p.m. For further information and to schedule an appointment, please contact the Commission office at. (508) 362-3828. r f - Roma, Paul From: Etsten, Jackie Sent: Wednesday, July 19, 2006 4:55 PM To: Perry, Tom Cc: Roma, Paul; Weil, Ruth Subject: RE: 41 Mount Herman Not presumptuous at all, and accurate. Vernon it is, Jackie. Jackie Etsten 508 862 4676 -----Original Message----- From: Perry, Tom Sent: Wednesday, July 19, 2006 4 :16 PM To: Etsten, Jackie Cc: Roma, Paul; Weil, Ruth Subject: RE: 41 Mount Herman This may be presumptuous of me but I am assuming that you mean 41 Mount Vernon,not Mt.Herman -----Original Message----- r. From: Etsten, Jackie Sent: Wednesday, July 19, 2006 3 :21 PM, To: Perry, Tom; Roma, Paul Subject: 41 Mount Herman Was referred to the Cape Cod Commission as a DRI. No building permit should be issued. "- Jackie Etsten 508 862 4676 f 1 �VS6ti.� V V4V/V v� JII tLf/oyw-ti//Jn / 230 South Slree, Hyannis,Massachusetts 02601 '4 1'1r` '•! `+ a TOWN OF BAWIS TABLE. Notice of Intent to Demolish or Move an Historic Building/Structure l t in Ink Date of Application: �ZQ. Building/Structure Address.. 41 / 4OCWT- Ly'V A IsPO2I AA Assessor's Map and Lot Nui tuber: _ Z$-7 l p/�eec'z top [s building/structure located in a local or regional historic districts Y-16. If yesp Protection of Historic Properties Bylaw does not apply and it is not ieceasary to complete the remainder of this form. Is building/structure listed on the National Register of Historic Places or ?ending listing on the National Register of Historic Plaeest 7 Nam` low old is the building/structures 111 Architectural style of building/structurep iescribe if not knownt�it l'ijGCE 57rvr - [s.this building/structure associated with one or more historic events or Game and description persons Cype of Building/Structure and Proposed Work: OUd2IZt), cNZCH �ooFDcz - - E T At*(=-t> . r'I v INCH 7ZU O CAYF- C -5�11,4C�� 1a IBC 2 Q (si cc tiov� � �► b/ �� Fez, Ai4) Kgpt -ce \-4i U a• :oning Vistrict: — � I'i.rc U3.strict• Ipplicant• 's Name: ST� ap Coon Tel. ll Address: 31ze �-z�sz ►wner's Name: WW /►�iK// ek r1:5 (N c C/o 5p%w N zQ/i-rj '1•el. N : 5• M=74E 7 Address: g� �7.1TjZE �T D(OVeR 14A OZ!030 ontractor: "Pi4aE--T- -OU/CpCz Tel: Address: 4Zf>-3ax 13 Cam c i; aterial of, Building/Structure: ow is Buildiu /Structure UccU, 1ied : � Wo. of Stories xplanation of the proposed use to be mode of the site: am of Lot and . Building/Structure 011i Uimellsiuns: j 11,Intr� A. Town of Barnstable *Permit#1 OptNE Td Fxpires 6.months from issue date gulatorY Services Fee ,Thomas:F.Geller,Director i639• -Building Division _. Building Commissioner ' —. _Toro Perry, . ...200 Main•StFeet,•Hyannis,MA 02601--... .. � Office- 508-862-4038 _._... :.:.,_..• Fax:'508-79.0-6236 ONLY. j�&`� .. .. .. . -••+�XPS•S I�ER1�I'T��Y��;�'T.ON` _ Not Valid without Red X-Press Imprint � „ Map/parcel Number J 00 .. . properly Address (� 2 GJ, d"SD J Minimum fee of$25.00 for work under$6000.00 Residential Value of Work c5 Esc Owner's Name&Address W 3225� " F Contractor's N Telephone Number Home Improvement Contractor License#(if applicable) d. Construction Supervisor's License#(if applicable) O $ 9 inWorkman's Compensation Insurance Check one: - I am a sole proprietor ❑ I amthe Homeowner I have Worker's Compensationlnsurance Insurance Company Name Worl=an's Comp.Policy Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof( Epp mnot s .'Going over existing layers of roof) g ' Re-side Z ou-u= DIP C/t(� C ,� CsiRG�1�►t(aCst S - ❑'Replacement Windows. U-Value (maximum.44) *Where required: Is aace of this pernat does not exempt compliance with other town deparhnent regulations,i.e.Igstoric,Conservation,etc. ***Note: perry sign Property Owner Letter of Permission. ome e o actors License is required. R�-e77 Signature (��-� cUl Q:Forms:expmtrg Revise063004 ; IL 'down of Barnstable Regulatory Services Thomas F.der,Director + 81+ItNSTI►BL� � '... 16 9. �`�� Building Division EDP TomYerrh Building Commissioner 200 Main Street, $yaanis,MA 02601 www.jown.barustable.ma.us Fax; 508-790-6230 Office; 508-862-4038 Property owner Must Complete and Sign This Section. if Using ABuilder In Y'e th as Owner of the subject property �� i Ito P act on mybehalf; uthor n � Pry o -rr hereby a r' hers relative to work authorized by:this building permit application for, �AddTCS S Of J Ob} Date gignature of Owner a ,--�emu- C-d-'� �, � � �._ .; .�� r"• . . 1 �'le �om�a�aueal!/ o�✓�.aooacv!tu� v - --- = ---� -- -�_�' , 0.35,000 of enclosed space---.-r____..� ' BOARD°OF BUILDINt3 REGULATIQNS I.` (MGL C.112 SAOQ License C STRU.CTION SUPERVISOR lA•Masonry only Numtier:a\ 048859 pG•1 8 2 Family Homes I Failure to possess a current edition of the Massachusetts State Building Code i E �� ==- `= Z Is cause for revocation of this license. Tr,no: 16904 Res ROBERT R PADG ;-; ir= 184 SCHOOL ST/P0� �j COTUIT, MA 02635 Acting.00411missioner a . DIG SAFE CALL CENTER: (888)344-7233 1 ,. fie {oanrrnaicueall�•o�./�aaoac%uaeka _ -_ .. _..-----.-__....--.---- --------,----- _._ - , Board of Building Reguladons and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registratipn.:• 100131 Board of Building Regulations and Standards Explratlon:- 6/gn008 One Ashburton Place Rm 1301 ,Type. F Boston,Ma. 08 rigate Corporation r PADGETT BUILDERS,INC.* Robert Padgett PO Box 133/184 School St. Cotuit,MA 02635 Administrator Not vali without s' ture F k , } ` y The Commonwealth of Massachusetts Department of Industrial Accidents 600 Washington Street Boston,Mass. 02111 Workers Com ensation Insurance Affidavit-General Businesses name: R�. S .�i.3 C, h address: Q X I J 4 CJ 1 J�• �t7 ST City COTI.IT•'r. state: Zinnzlp') 0 phone#CsoR� 4, UOO work site location(foll address): �� T• � �� .� 0�T ❑ I am a sole proprietor and have no one Business Type: ❑Retail Restaurant/Bar/Eating Establishment working in any capacity. ❑Once❑ Sales(including Real Estate,Autos etc.) ❑I am an em to er with ens to ees(full& art time). ❑Other I am an employer providing workers' compensation for my employees working on this job. compauv name: address: city: bone#: . . insurance co:,: \... :, .^ olic .# .1 7r• 7 :.' . L] I am a sole proprietor and have hired the independent contractors listed below who have the following worke s' Ewa compensation polices: compeaV name- address: F. city hone#. insurance co. olie.,.# • company name••• address: city insursncevO.` M. 011CV i Failure to secure coverage ai required under Sectlon 25A of MGL]52 can lead to the imposition of criminal penaltlw of a flee up to$1,500.00 and/or o at years'imprisonment as 74]]as ctvg penalties!n the form of a STOP WORK ORDER and a fine of 5100.00 a day against me I understand that o copy of this statement maybe rnatded to the Otflee o votl�atlona of the DIA for coverage verilicatlon I do hereby certify and e p •ns an pe tie fpe the formation provided above is true and correct Signattue Data 0 -os 7 Print name n T-Z Phone# ufricial use Only do not write In this area to be completed by city or town omcw city or town: permit/license# []Building Department ❑check If immediate response is required ❑Licensing Board [)Selectmen's Office []Health Department contact person: []Health#; ins�20w) ❑Other :: ;::::.::::.::::::;::;:'::' ': :;...............:'::: DATE I"D\ : R aa.11i.i�. RT £ ::::. - - 4 05 17 0 .......... THIS CERTIFICATE .. E TIFICATE IS ISSUED AS A MATTER OF INF ORMATION PRODUCER ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE MYCOCK INS AGCY HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR o SCHOOL ST ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 2.PP BOX 437 i COTUIT MA 02635 COMPANIES AFFORDING COVERAGE COMPANY 297SB A AMERICAN ZURICH INSURANCE COMPANY INSURED COMPANY PADGETT BUILDERS INC B PO BOX 133 COMPANY COTUIT MA 02635 C COMPANY D COVERAG€S. ....: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER' POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTA DATE(MM\DD\YY) DATE(MM\DD\YY) GENERAL LIABILITY GENERAL AGGREGATE S COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $ CLAIMS MADE OCCUR. PERSONAL&ADV.INJURY S OWNER'S&CONTRACTOR'S PROT. EACH OCCURRENCE $ FIRE DAMAGE(Arty one fire) S MED.EXPENSE(Any one person) S AUTOMOBILE LIABILITY COMBINED SINGLE S ANY AUTO LIMIT ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per Person) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per Accident) PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM A WORKER'S COMPENSATION AND (UB-971 GAG7-7-04) 06-01—.04 06-01-05 STANDBY LIMITS EMPLOYER'S LIABILITY EACH ACCIDENT $_ 100 000 THE PROPRIETOR/ X INCL DISEASE—POLICY LIMIT $ 500,000 PARTNERS/EXECUTIVE OFFICERS ARE: EXCL DISEASE—EACH EMPLOYEE S 100,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS I THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. ............:..:..... .:.:....:.........:::::.:::::.::::::::::::.:::.:.::::.::::.::.::.:: :: ,:::::::::::::::::::::..:..:.,.::.....:..::.:....: ::.:::::.::::::::::::::: ::::. :: ::::::::. CERTIFICATE::HOI:D.Eii.....................:.::...:::::::::::.:::::::::::::::::.:::::::::::::::::::.::.:::.:::::::::::::::::::::C�N. . ............................................................................................... SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL TOWN OF BARNSTABLE 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE BUILDING INSPECTOR LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR 367 MAIN ST LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. HYANNIS MA 02601 AUTHORIZED REPRESENTATIVE A.. .....::.:... -:::�(� .. 1893 aR©�.:::... ;.- Assessor's'Office(1st floor) Map cl?6 7 �' Parcel �rrmit# 10?Y15 Conservation Office(4th floor)(8:30- 9:30/1:00- 2:00) L ` ( Date Issued Board of Health(3rd floor)(8:15 -9:30/ 1:00-4:45) ee o? 5 0 d Engineering Dept:(3rd floor) House# - BARNSTABLE. MAS& 19 1639.��e$ ED MAC TOWN OF,BARNSTABLE ' Building Permit Application ; Projec dress ){'� MCuo V�R�()�•l /�`f . Village c,, PO Owner w 8 sF_ wzu s-T G Address Shec501-JJ t,L� k FLA 3-Lz 5t, Telephone C)-J) L'-Lf 1 -(0)to Permit Request t c D yFirst Floor i jC7 } square feet CIO", 2-91- 7C 160 t I� Second Floor , Soo . square feet w �J Estimated Project Cost $ ISM, (9c�p Zoning.District Flood Plain Water Protection Lot Size 4tg-15_; Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use ��=5 i�L►JTiAL "ST►sC�t C ��i`�1it`I Proposed Use DPI iAL - SWL Construction Type u jonp .Fmmi: Commercial Residential , Dwelling Type: Single Family Two Family Multi-Family Age of Existing Structure 10c) JC/�?S Basement Type: Finished Historic House i 1 c Unfinished X Old King's Highway N� r Number of Baths 3 iI2 No.of Bedrooms ride Total Room Count(not including baths) Fl._,E E-r-j First Floor F N E . Heat Type and Fuel BL\L� -Q t L Central Air Fireplaces ' Garage: Detached Other Detached Structures: Pool Attached Barn None Sheds - \Other Builder Information Name1.?ftDCAg1Ej3 K Telephone Number a)s) Address W. SC aLL CD-T. License# ©Wb 5l �.0• `boy, l3 3 Home Improvement Contractor# f 0 0�3, �n A 0 2-61 S Worker's Compensation# POL)c� eb3I I(o 8 R04Akc, 0-0, 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 TO L J y Dw, SIGNATURE ! DATE [1�2 BUILDING PERMIT DENIED FOR THE F LLOW NG REASON(S) p FOR OFFICIAL USE ONLY , PERMIT NO. _ DATE ISSUED MAP[PARCEL NO. ADDRESS j s' ` VILLAGE � J OWNER DATE OF INSPECTI s t FOUNDATION ' FRAME `/ / �:• I � � '. „ r ... INSULATION t FIREPLACE: ` ELECTRICAL_: ROUGH FINAL PLUMBING: F ROUGH FINAL P , _ GAS: ROUGH FINAL FINAL BUILDING - 1 hJ t DATE CLOSED OUT ASSOCIATION PLAN NO. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Vap 2 8-7 Parcel I DO Permit# Health Division Date Issued �� Conservation Division Feed �5— o O Tax Collector Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis - ! Project Street Address T-IT \1E'R4Qt-J � Village `s Owner V4ASe ToQesamr1 T5 ;lac Address McKSo,,iQlu•e, r i-A 3°2,z5G Telephone oo (v—w ' Permit Request Sit ►P AowD -RE-looF 1 O 43 _D i i etc►Ag,SD 9fl�aL_- CCU Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Estimated Project Cost�3,`-n.+ Zoning District JF1 Flood Plain Groundwater Overlay Construction Type KWRAIL'T S kQC,1LGS Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 4 Two Family ❑ Multi-Family(#units) Age of Existing Structure 50'(EIS 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: 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 Xexisting ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes KNo If yes, site plan review# Current Use Proposed Use �6?.4ocac'TT BUILDER INFORMATION Name DAri C t✓-?T _F_- A0_0CAS_ c _ Telephone Number (So 2� `tV8-ULY) , Address 3.0 -frc l 33 License# Q t!6 8 59 1 81 3044 -0L S T• Home Improvement Contractor# hD 131 C-CZD T nA 02-05 Worker's Compensation# Lz A55io 1-19 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO TF I SIGNATURE DATE '512-1100 FOR OFFICIAL USE ONLY <f z PERMIT-NO. - - DATE ISSUED -: _ ,►{ y," MAP/PARCEL NO. ADDRESS 4 VILLAGE 7 ' OWNER, r DATE OF INSPECTIA: = FOUNDATION FRAME 4 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL'' E FINAL BUILDING DATE CLOSED OUT I _ '.{ ASSOCIATION PLAN NO. , 3 The Commonwealth of Massachusetts Departrneni`of Industrial Accidents Office of Investigations ` 600 Washington Street Boston,MA 02111 Workers' Compensation Insurance Affidavit Applicant Information: . PLEASE PRINT NAME - l (tlJ tr 1.I').-Q5 LOCATION O . OBD X g"r_ CITY STATE_L''�ZIP CODE ©`�103 5 PHONE#_(Sc)5 -c -j 1 O I am a homeowner performing all work myself. " 0 I am a sole proprietor and have no one working in any capacity. 619- I am an employer providing workers' compensation for my employees working on this job. Company Name S km A g A16OQ r Address City State Zip Code Phone# Insurance Co. C Lr it-rJ C.E Policy# UL 7- Expiration Date 1 0 0 0 I am a sole proprietor, general contractor,or homeowner,(circle one)and have hired the contractors listed below who have the following workers' compensation policies: Company Name " Address City State ZipCode Phone# Insurance Co. Policy# Expiration Date Company Name Address Cary State Zip•Code Phone# Insurance Co. Policy#" ' Expiration Date 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$100.00 a day against me. I un erstand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. l do hereby certi d t e a n ltie f perjury that the information provided above is t ue and correct. Signature. Date �l,�'�l 17-y Print name f1D t- Phone#_ C b6i5i") 41 —CY)o Official use only—do not write in this area—to be completed by city.or town official City or town Permit/license# 0 Building Department j y s O Licensing Board f. _• O Selectmen's Office 0 check if immediate response is required O Health Department •Contact person ' O Other Phone# �TMe rq�y� The Town of Barnstable - �►sivsres - L r�. Department of Health Safety and Environmental Services 1659. Building Division 367 Main Street,Hyannis MA 02601 Office: 508-8624038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: io 41 ��F Estimated Cost .3•5O0 , J Address of Work: I 1 Q@t AIL Owner's Name:. R SPy�S`CMZ;IJTS { T,J� — Date of Application: sIzil DD I hereby certify that: hu. ri Registration is not required for the following reason(s): [:]Work excluded by law Job Under S1,000 Building not owner-occupied .DOwner 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 FOND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner. :51ILf Do too Q) Date Contractor Name Registration No. OR Date Owner's Name q:forms:Affidav j �" �lce�ammaauaealb o�✓�aaaac�icsakeltd °� � �" - X BOARD OF BUILDING REGULATIONS o0 n 00o aenoio 0 pace £ Licerrg�e QNSTRUC,TION SUPERVISOR . C 112 _ t ' - 1A Masonry only i Num Q48859 Failure to possess a current edition of the, t,. i -�— � . � " Masearchusetts State Building~Code� ; �. _ 002 Jr.no 15724 is cause for re_vocat(on of-this 1(cense. �. r Restr(ctea,T�` # ROBERT R PAD. - � " •I i' 184 SCHOOL ST/PO s �a t .,$ r- y ` t ...,mot'.h COTUIT'MA.:02635T ; t .,:- . .� .� AdRninietratrir ' r PIG.SAFE CALL CENTER {888);344-721.33 1 ✓2.TOMIt!){Ofi[uBaL[IL O�✓��dd6 {GW�4 ��I _ , .' -. } S , HOME IMPROVEMENT CONTRACTOR g 100131 i. Re istration i Expiration: 06/09/2002 _� License or registration valid for individual use onI before expiration date.. If found` ! ! Type Private Corporatio return :One Ashburton lace Rm 1301 { PADGETT BUILDERS, INC. ; Bosto a.021 Robert Padgett Box 133/184 School St I` ADMINISTRATOR Cotnl,t 1 z NA 02635 11 s r " 00- 6 000 cf^endued>$pace ;(MGL C 412 S 001) 1A :Masonry onry F 1G -1&2 Famiry Homes Fallyn3 to possess a current edidon.ot the " MassachusettsState Building Code � la cause for revocation of this dcense , +L DIG SAFE CALL CENTER (t388)344,7233 - t Y,s - �... aw.Y� ':I'YN .nf- rs.Na.+.N"'.w.M+t!-e"h•• �' j � r ' . f. I . I License or registration valid for individual use onl before expiration date. If found return :One Ashburton lace Rm 1301 j Bosto a.021 i i � .........::::::: :.::::: ......... ...... Y�, M ....::::: ........ ......:.:.........:......:. ..................................... .........................�.:.i'�:•:%::i::?:: : :is��''':.::i:,:,i::i:::::::::�;.:; ii: ::::::.;�:::::::::_:i::i::�::::;:�,.:::i:::::::::�:::::::::ii.:::i::::: ::::::::J::::::::i:::::::::✓::i::::::i:� v::!:iJ::::::::i??:::'�ii::•.:::ii::�/f'i i�:%:::::::::i::::isii:i:-'::i::::::i::::i::i::::i::ii: 1, :. .. ... - :::ii:tri::::?'iiiiiii":'.iii:.iii:::::iv.:i:iiii:::i::i:::j::i:+ii 4}i:::h::<viiiiii+•a .ii. ..: ".DATE :::� .. •t^ O —" 4 99 PRODUCER =ALTER FICATE IS ISSUED AS A MATTER OF•INFORMATION CONFERS NO RIGHTS UPON THE 'CERTIFICATE MYCOCK INS AGCY THIS CERTIFICATE DOES NOT AMEND" EXTEND OR P 0 BOX 437 COVERAGE AFFORDED BY THE POLICIES BELOW. . COTUIT MA 02635 COMPANIES AFFORDING COVERAGE COMPANY r, 297SB A RELIANCE INSURANCE COMPANY INSURED *" COMPANY PADGETT BUILDERS, INC. B P.O. BOX 133 COMPANY COTUIT MA 02635 + C COMPANY ; i k'4 c;, ')? IQ ° 01 ,� " D RAGES.............................................:................................... THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE(MM\DD\YY) DATE(MM\DD\YY) GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG." - . CLAIMS MADE F7 OCCUR. PERSONAL&ADV.INJURY $ OWNER'S&CONTRACTOR'S PROT. EACH OCCURRENCE $ FIRE DAMAGE(Any one fire) $ MED.EXPENSE(Any one person) $ AUTOMOBILE LIABILITY COMBINED SINGLE ' ANY AUTO LIMIT $ ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per Person) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per Accident) PROPERTY DAMAGE $ GARAGE LIABILITY _ .... ,...., - "AUTO ONLY-EA ACCIDENT, $ ANY AUTO ' OTHER THAN AUTO ONLY: EACH ACCIDENT,. $ AGGREGATE' $'.'' EXCESS LIABILITY EACH OCCURRENCE $' UMBRELLA FORM d r AGGREGATE 1 $ :: r OTHER THAN UMBRELLA FORM 4 ' g WORKER'S COMPENSATION AND STATUTORY LIMITS A (UB-955K917-7-99) 06-01-99 06-01-00 EMPLOYER'S LIABILITY THE PROPRIETOR/ EACH ACCIDENT ? $ 100'000 PARTNERS/D(EClJ11VE X INCL DISEASE-POLICY LIMIT. ' $ 500 000 OFFICERS ARE: EXCL DISEASE=EACH EMPLOYEE.i Is 100-,000 OTHER _ a t DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/RESTRICTIONS/SPECIAL ITEMS, THIS REPLACES ANY PRIOR CERTIFICATE ISSUED'TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE..' E:Ht]L�ER.................................:::.:::::.........................................:..:TIM ::.:::.::::.:.:.. .. :::::::::::::::::::.::..........................:::::::::::::::::::::.:.:.:::::....................... :.:.:.0 :::::::::::::::::::.::::::::::::::::....... ANGEL SHOULD*ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE` -"THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL TOWN OF �MASHPEE 10 DAYS WRITTEN NOTICE TO THEER CTIFICATE HOLDER NAMED TO THE " BUILDING DEPARTMENT LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL�1pIPOSE H0 OBLIGATION.OR 16 GREAT NECK ROAD NORTH MASHREf MA 02649 LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS'OR REPRESENTATIVES.' - ,. ...., . „, AUTHORIZED REPRESENTATIVE H0 EONTRACTOR�a ��# + "is 08 „ E ^' Type PRIVATE KP,ORRTIOIk 90 Y ''i PadSAn ettr Builders ' ry ` syRobetrtR Padgett *� ADMINISTRATOR r ' �e t of +lA02b35 � Y , COMMONWEALTH -. ..DEPARTMENT-AF PUBLIC SAFETY IFailureto possess acurrant OF ONE ASHBORTON PLACE i4assachusetts state 6ui/ding-' MASSACHUSETTS BOSTON,MA 02108, Code/s cause for rorocation I C E of this license. EXPIRATION DATE 9 ;I CONSTR. ;it1PERV.IS0�2 CAUTION 02/22/1 996 I FOR PROTECTION AGAINST RESTRICTIONS I EFFECTIVE DATE LIC-NO. ( THEFT,PUT RIGHT THUMB 1 G 08/31/1993 048859 PRINT IN APPROPRIATE 1 8, 2 FAMILY HOME 6, BOX ON LICENSE. ROBERT R . PADGE77 P, Q 184 SCHOOL ST POS 133 BLASTING OPERATORS 'z COTUIT MA 02635 mt BLASTING CLUD� A Q:m G PHOTO(BLASTING OPR ONLY) FE I +, 00 00 N VALID UNTIL SIGNED BV ENSEE AND OFFICIALLY �+ t1: HEIGHT: S ED-OR-SI ATU E F THE C MISSIONER _ i THIS DOCUMENT MUST BE / + ( �I`7 p Cal I r ATURE LICENSEE N SIGN N�11�1EJWFULL AS ATUR ND CARRIED ON THE PERSON OF tip THE HOLDER WHEN EN-, OTHERS-RIGHT THUMB PRINT GAGED IN THISOCCUPATION.' IONER t ._.... .. ...•a ,it .s. .... .. I t ` The Cmumonll'ealtlf of Massachusetts •«:i! ��` -M=�:_�- Department of Industrial Accidents �; Ofllceollovest/gat!Ioos 600 ►i asIdugwn Street Burton.Mass. (1 111 Workers' Compensation Insurance Affidavit As�nlica'—n nformahon: Please PRiNT'le�•�j�� = !_��_S name: location. city phone# I am a homeowner performing all work myself. 1 am a sole proprietor and have no one working in any capacity I am an emplover providing workers' compensation for my employees working on this job. om name: litres: I� o �>Qx 133 3--"(2)L 3T city: phone#• C �� 28—QC�C' I n �- So3K-Mob insurance co, RELi /!-/•f�• ti �# 1 am a sole proprietor, general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: comliany name• address: city: phone#: insurance co, oR ligg Al company name: address: city: Rhone#• insurance co, policy Al .Attach additional'sheet if necessa :•:.�.: w A�<;�t;" �" +��rf? '�_ ='�`}�a �.`R." Failure to secure coverage as reed under Section 25A f XIGL 152 can lead to the imposition of criminal penalties of a fine up to SISO 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 herebl•ccrtifj• d the is p gait es jpeduty that cite information provided above is true and correct Signature ate L L' 2-f l9 S I�A-►�cT Print name IL6 Z-T �- PiYIJC�L ► 2. ��rzu-S• �ULD ef-5. Phone# � A f2�j-DUD 1 Econtact rnly do not o rite in this area to be completed by cih or town official permiNictase# nt;uilding Department[3Ucensing Boardmmediate response is required �SeleetmcWs Office�liealth Departmentn: phone#; nOther (revised 1-95 P1A) 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 enipinree is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An emplmrer is defined as an individual, partnership, association. corporation or other ;cgal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased emplover, 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 dwcllino 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 1'52 section 25 also states that every state or local licensing agency shall withhold the issuance or reneival 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 in 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. �ws.r.w•e+��.��. ..r.-..-......ten y �r^.r �` W 7Y!�� i�t. :f: yl,i� lAr �.v._r ., !'w'RT.."w•+T....-.-� 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 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. -sa.�++wraes�fi^•cswrn....,..o.�•ew!.wr�!^�!4 .: r .},t,i;:.. f-. � C�7:►�` +r+st';'t7•„"'yy. .. -. .. ' j a City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. ♦••�as.�..�a�..+.,•�•�s.r- <. T. �.�.,." :'.i±�� -e..�srw.�•�►+w�s>.�wa.!!�' - .. The Department's address, telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street -- Boston,Ma. 02111 % fax#: (617) 727-7749 phone#: (617) 7274900 eat. 406, 409 or 375 dry ' ° The Town of Barnstable Department of Health Safety and Environmental Services BuiIding Division 367 Main Street,Hyannis MA 02601 Ralph Crosses Office: 508 790-6ZZ7 508-775.3344 Faac Building C For office use only Permit no. Date . AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repay mode ni=don,conversion, improvement,.remo%_4 demolition, or construction of an addition to any pre-aasdng owner 00UF= building containing at least one but not more than four dwelling units or to moues which are add =nt to such residence or building be done by registered contractors,with certain ago Wdons,along with other te;quiremeats 5 Type of Work: Est-Cost 3 r0_0 Address of Work: Osner.Name: C� (t t lL�17 7RPAS7 — Date of Permit Application: EC 'yl 2-1� 5 I hereby,certify that: Registration is not required for the following rcason(s): Work excluded by law Job wader S1,000 Building not owner-oocupied Owner Wiling own paud Notice is hereby gi<'en that: CONTRACTORS OWNERS PULLING THM OWN PERMIT OR DEALING WITH Z7NREGIS� FOR APPLICABLE HOME WROVSMENi' WORK DO NOT HAVE .ACCESS TO TM ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of a n Date Contractor a Registration No. OR 41 -'It. Vernon. 9/15i95. Page Six. ' Den/Media Room: A-Rock 1. Skim coat the ceiling to eliminate the swirl. KN 2. In rear South facing wall, remove the fixed glass window and replace with Andersen Casements. SL 3. Add an Allowanced ceiling fan. KNIT 4. Add Bifold Doors to the Closet. Rear Hall and Rear Stair: KIN 1. Install attractive handrails to both sides of the stairs going up. Rear First Floor Bath: �1llpvysug'�Ustted This Bath is to be entue and replaced with new fixtures. The Shower is to be eliminated. The windows are to be replaced with Andersen Awnings. The toilet is to be moved to the back wall where the Shower currently is. There is to be a new sink with new cabinet and new countertop. The room will be re-sheetrocked and repainted. Add a mirror. Add a fawlight combo and an over the mirror Hollywood type light. Upstairs Hall: SL 1. Add overhead ceiling light. r - Upstairs Baths : Hall Bath Lent= B 1: Hall Bath Right =B2; Master Bedroom Bath =B3. BH 1. Rework all plumbing fixtures to ensure that all seals, washers, valves, etc. are working properly. Install shut-off valves to all fixtures. KNT 2. Repair flooring, especially around toilets, where previously leaking has occurred. Install 1/4" IJ-Deck over existing floors.to ready.to accept vinyl. K-N 3. B2 change swing of door. KN 4. Install Allowanced in-wall v[edicine'Cabinets and Allowanced Bath Accessories in each Bath. Rob 3. Allowance for around each tub - Stainless Steel shower enclosure rods with curtains. BH 6. Install in each Tub an overhead shower fixture: Rob 7. Have all fixtures re-porcelained. Master Bedroom: K..N 1. Somewhere upstairs, find a suitable location to put a laundry chute -that will hopefully dump out near the relocated washing machine in the Kitchen. Kul 2. Close up the fireplace in an attractive-manner. Attic: KN 1. Install handrail on stairs. KIN 2. Remove all sheetrock on walls•to expose the wood wainscoting. A-Rock 3: Patch and repair ceiling sheetrock. KN 4. Provide kneewall access doors in the four,comers of the room. KIWI 5. Rework the windows. To all windows, add attractive interior protective bars. KNI 6. Clean and wax the floor. r 1 41 vii. Vernon. 0114105. Page Five. Kitchen: BFN SL ,-viove Washer/Dtver from present location to old siove brick wall. Add laundry sink. Vent Dryer to the exterior. KN 2. Build closet around newly located Washer/Dryer (see 1. above) to include fully louvered bifold doors. SL 3. Move old Range to the Cottage. Install a new Range to the newly created corner where Washer/Dryer was. Install and vent to the outside a Microwave with vent over the R ancr�„ KN BH 4. Install a new Kitchen Countertop (Allowanced) with new(Allowanced j deep Stainless.Steel Sink- Sink to have a built-in filter system. Kl B 5. Install new countertop utilizing the same stainless steel sink in the Butler's Pantry area. KN 6. Remove the ceiling in the Kitchen, the Butler's Pantry Room and the Cupboard. A-Rock 7. Replace the ceiling in the Kitchen, the Butler's Pantry Room and the Cupboard. KN 7. Add U-Deck 1/4" Underlay_ment over the existing Kitchen, Butler's Pantry and Cupboard Floors. Rob 8. Add Tile (Allowanced) Floor to the existing Kitchen, Butler's Pantry and Cupboard Floors. KN` U. Butler's Pantry - Rework the doors to the glass sliding shelving. Ki`F 10. Nlove the Refrigerator from its current location to the Cottage. In the area of the vacated Refrigerator, build cabinets to match the existing. Rob 11. Allowance a new'Range, Refrigerator, and combo Nficrowave,'Vent. DiningRoom/ Lip-ina Room/Front Hall: KIN 1. In Both Rooms - Attractively, block up the opening to the fireplace. KN 2. Add handrail to the stairs on the right side going up. BH 3. Add heat to the front Hall. KN 4. Add coat racks to the Front Hall. A-Rock 5. Skim coat Living room ceiling to eliminate the swirl. GazeboiSummer Room: KN 1. Re-work all the windows. Re-screen all the windows. KN 2. Repair the floor where there are rotting pieces. SL 3. Add (allowanced) ceiling fan. SL 4. Re-wire the room for added lights and outlets. The Room will be Sheetrocked, so wire mold should not be needed. A- Rock 5. Sheetrock the room for contrast - not to include the ceiling. dt Vit. Vernon. .9/15/95, Pie Four. BH 11. Inspect Basement piping for being properly secured, and repair as needed. Especially toward the rear of the House. RJ 12. Wire brush; remove rust; prime and paint the oil tank. R Electrical Work -Scott Laperriere: 1. Remove existing Electrical Panel and replace with properly grounded 200 amp circuit breaker panel. 2- Remove and disr-ird 111 outdated and unsafe wiring in the entire House. Replace wall outlets with 3-prong outlets. Add outlets to each room in the House to bring it up to Code. Each room should have one switched outlet. Add appropriate GFPs to areas required by Code - Interior and Exterior. 3. Remove and replace (provide Allowance for) all Bedroom and other outdated wall and ceiling Fixtures. A lot of the current fixtures in the House are on pull-chains -Please eliminate all of these. 4. Install as required by Code, Smoke and Heat Detectors in the appropriate places. 5. House currently has telephones in the Kitchen and the Upstairs..hall..Add phones to the Gazebo room, and the Den downstairs - and the Master Bedroom and one of the Front Bedrooms upstairs. 6. Wire for T.V. outlets to the Den. Kitchen, Master BedRoom..and the 3rd. Floor Attic. 7. Allowance for and install ceiling fans in the Gazebo and the Den. Plumbing - Briq�Qs/Heino: 1. Open and close all water valves in the Basement to ensure proper functioning. Repair as needed. 2. Replace the Pressure Adjustment Valve. 3. Replace all exterior faucets with,frost free to include backflow preventers. 4. Replace all Galvanized iron waste pipe w/PVC piping.. 5. Re: Domestic Hot Water- a) On the Tankless„repair the Mixing Valve (it's stuck and _ leaking at the gasket), and b) Price adding a unit to the Tank-less to increase the amount of hot water available. (or simply an amount to upgrade the system). - 6. Check the entire system and each fhxture for adequate water pressure. Heating.-Brigas/Heino, 1. Current Furnace is a one-zone Weill/McClean with a Beckett Burner. FHW by oil. The System needs to be Up-Graded and re-worked. Add two (2) upstairs zones. 2. Replace the cast iron radiators with nonnal Slant-Fin through-out. to include several areas that have no heat what-so-ever (most notably the upstairs and the downstairs Halls, and Lhe upstairs front two Bedrooms. 3. If the Furnace remains, the pressure relief valve needs to be replaced.,to.include.a proper extension installed on the discharge. 4., The oil line from the boiler to the tiller tank needs to be replaced. 41 -Nit. Vernon. 9/15/95. Page Three. RJ 21. To facilitate the painting of the exterior of the windows, remove, clean, and then reinstall the storm windows. RJ 22. Pressure wash entire exterior - white cedar shingles. Rob 23. Key all exterior locks alike. Rob 24. Bring Cablevision to the House. Rob 25. Have a non-monitored Alarm System installed. SL 26. Install 3 exterior GFI's - 2 on the Front Entry Porch. applies the intatior of the Main House and is applicable regardless of which room is being talked about. Individual room changes will follow later in the Specifications.' K'-�? I. Re4vork all interior doors, replacing hardware (only as a last resort) if needed. KNI Z Rework all windows -replacing hardware as needed. There will be some windows replaced - see individual rooms later in these Specs. This will include new locking mechanisms, new cords, new glazing where applicable, and new glass where needed. RJ 3. From all walls, remove existing wall paper. RJ 4. After Plaster and sheetrock repairs, smooth-out and sand down all interior walls, ' woodwork, windows, all interior trim, interior doors - in short, the entire interior. And then, repaint with two coats -filling all nail holes as applicable. A-Rock 5. After all of the "Rough" Trade work is completed, patch and repair as needed throughout the House. In some areas, entire walls and ceilings will have to receive skim coat. KN 6. Remove and discard all Carpet in the House. KN 7. Remove as needed for the PlumbevHeavElectrician, Plaster/Lath to facilitate work. Basement - Main House: KN 1. Remove all useless interior partition walls and discard. Remove and discard all old plasteredilath ceiling throughout. KN 2. Remove and replace all basement exterior windows. Rework the windows that go to the crawl space under the Gazebo. KN 3. Add handrails to both sides of the Stairs going to the first floor. Y%N 4. Inspect the wood post supports. Add concrete Lally's at appropriate and needed points. JH 5. Basement walls Some repointing of the mortar joints is needed. There is some soft mortar that needs replacement. Skim coat the solid wall portion of the Walls. JH 6. Clean-up and then add 1 1!2" to 2" of concrete to the floor. SL 7. Add, and drain through the floor, a De-Humidifier. Add a Nutone exterior wall exhaust fan on a humidistat. SL H. Remove and discard all exposed wiring that is no longer in use. This includes the area under the Gazebo porch. SL 9. add 3 GFI plug-in outlets and 3 overhead ceramic fixtures on switches. Ace 10. Insulate entire ceiling with 6" Fiberglass Batts. This will be the only Insulation added to the House. l J 41 Ivit. Vernon. 9/15/95. Page Two. JA 2. Add stone to the drive. JA 3. Add areawells to all foundation windows. . JA 4. Install, at Front of House, a new circular drive, properly graded and finished with., stone dust hardener and 1/2" Cape Cod grey stone. KNT 5. Remove and replace all exterior Shutters. Kit 6. Clean-out existing gutters; add gutters where needed(most notably around enclosed Gazebo type room); add downspouts where needed; add splash guards at bottom of all downspouts; , KN S. Strip and re-shingle entire South facing side of the House. Also replace any other shingles around the house that have rotted because of contact with the ground. KN 9. Re-work all exterior doors (including the two exit doors from the Gazebo Room). Replace hardware on these doors as applicable. On the Front Entry, add a single-cylinder deadbolt lock. On the front and the rear entries, also re-work the screen doors to include new screening. KN 10. Remove all railing(with their posts) on the front entry porch and replace with vertical spindles (all PT wood). On front entry steps, install a handrail on both sides. KN 11. On ceiling of Front Entry Porch, remove and replace the T&G beaded cedar ceiling with the same. KN 12. On upstairs rear sleeping porch, re-work and repair as needed, the framed screens (install new screens). The frames can be found in the Basement. KN 13. Inspect and repair as needed the flat portion of the roof near the peak on the exterior (re-shingle?). KN 14. Remove and discard the wooded bulkhead door and adjoining cover. In its place, install protective railing on the top wall. At the bottom of the concrete treads, ensure that the drain is operating properly - repair as needed. Remove the current door to the . Basement and install'a Stanley K-1 Steel insulated door with a single-cylinder deadbolt lock. Rework the entire entry as needed to replace any rotted wood. KN 15. Inspect and repair as needed the Swing Garage Doors. JH 16. Re-work and repair as needed the rear concrete stoop and the concrete stairs leading to the basement. JH 17. Install Chimney Caps on all Flue openings to prevent water penetration and to help against downdrafts. Install wiring or whatever, to insure no Varmints come down the Chimney. JH 18. Repoint both exterior chimneys. JH 19. Repair Den fireplace to the condition of becoming�safe and usable. This would include inspecting and repairing if needed the flue liner and installing a flue damper. On the interior, face wash with muriatic acid and then rpomt. RJ 20. Scrape, prime and re-paint the entire exterior of the House and Cottage. This would include all areas that have been previously painted. The white cedar shingles do not,get painted. This includes the exterior of the windows and doors. Two coats to all, filling all nail holes. t PADGETT BUILDERS, INC. P.O.Box 133 Cotuit, MA. 02635 Telephone (508) 428-0001 September 15,1995 ROUGH ROUGH Estimated Remodel Price for: Joane de Hechevarria and Susie Whelan 41 Mount Vernon Ave. HyannispoM MA. Below are listed Remodeling Specifications that will bring the 100-Year old home on Mount Vernon Ave. up to Comfortable and Safe living conditions for mostly Summer with some year round use. These Specifications were developed after_a walk through, independently, with Susie Whelan, and then with her mother - Jonse de Hechavarria. Also used for in-put, was a Home Inspection report furnished by Susie Whelan. Please use these Specifications to guide you in the work-up of a rough price -to include material and labor- based on your particular area of expertise as denoted in these Specs. The Specifications are not etched in stone, and, indeed, your input and suggestions as to possibly better or more economical ways to accomplish something will be greatly appreciated. The area you will be required to price on will be preceded by the following initials: Kcmpton Nickerson = KN Rick Jones = RN Scottie Laperriere = SL Briggs/Heino = BH Ace = Ace Jim Aalto = JA A-Rock = A-Rock John Harris = JH Rob = Rob Construction Specifications Exterior: (also includes Rear Cottage) JA 1. Trim bushes away from the House; Trim tree branches that have grown too close to the House; Re-grade areas around the House - especially those areas where the grade is touching the shingles. This re-grading also affects the area around the garage!cottage at the rear of the House. If you find there are problems in correcting the grade in the areas that are too close to grade. please price in the application of a "blind ditch" with a 4" perforated pipe with stones to'direct the water around the building and away from the Foundation. 41 llt. l%ernon. 9/15/95 Pie Seven Cottage: SL BH L Replace 30 gallon hot water tank in attic'over:garage area: BH f b " Remove and replace•Allowanced shower unit:. SL 3. Remove and replace shower light with approved GFI light. SL 4.Add GFI outlets throughout Cottage.where required: BFI KN 5:Remove and discard lower Kitchen cabinet with sink. Replace with.Allowanced new Kitchen cabinet and older stainless steel sink from\Main House Kitchen. Improve water pressure when reinstalling sink. SL 6. Install relocated range!oveii from the'.Main House. Install and vent to the exterior an Allowanced Hood Vent fan over-the Range. SL i. Install relocated Refrigerator from the Main House. KN 8. Remove and replace all windows:except for the.new replacement ones in the Living Room. IL 9; Add Large vented'Andersen_ Skylight w/screen to the Bedroom. . " RJ 10. Strip all the"wallpaper from the Bedroom walls. RJ 11. Repaint the entire interior of the Cottage.. SL 12..Add an Allowanced ceiling tan to the Living Room. Flooring: Allowanced. Carpet: Den, Front Hall Closet, Rear Stairs, Entire Upstairs-2nd. Floor except Baths. Tile: Kitchen, Rear Entry, Cupboard, Kitchen, Butler's Pantry. Vinyl: All Baths. :y . Wood: To be sanded and refinished with sealer and two coats of polyurethane: Living Room. Dining Room. Front Hall. Front Stairs,-and the Gazebo/Summer Room. Separate Cost-Estimate (Rough): Cnnversion of/taster Bedrnom Bath and Exterior Sleeping Porch into a Larger Master Bedroom Bath and Dressing Area. Subs Involved All. Please see Rob for details. Separate Cost Estimate (Rough):_ 1ITNterinr D ck over Gazeho/Summer.Ro6rn with Balconv leading from the Master Bedroom. Includes replacing the'windows in the Master Bedroom and the adio nin2 Bedroom onto the balconv with French Stvle Patio Doors. =Kempton Nickerson. Please see Rob for Details. t 41 _y Vernon. 9/15i95. Page Eight. Septic System: I have heard the Current Owner describe the Existing Septic System and believe it to be approximateiy ten years old. It is a tad unorthodox; but for the most part meets Title V requirements. It is however, a requirement that the System be inspected within 90 days of a sale. As i understand it, it is the Seller's responsibility to have this inspection performed and show the results to the Buver. Also, in the future, when we go to pull a Building Permit for the remodeling work, the System will also have to be inspected. I think it safe to assume the original inspection will suffice for this purpose if not too long a period of time has elapsed and/or no one has utilized the House. I do believe we will be required to add at the very least a leaching pit to the current system It is because of this that I have erred on the Conservative side and added $5,000.00 to the Budget to cover this extengency. - Rob. End of Specifications �n SYSTEM PROFILE NOTES .EGEND TOP FNDN. AT EL. 22.4' APPROXIMATE NGVD ACCESS COVER TO WITHIN 6" OF FIN. GRADE ( ACCESS COVER TO WITHIN 3" OF FIN. GRADE 1. DATUM IS 100.0 PROPOSED SPOT ELEVATION �� Access COVER (WATERTIGHT) To WITHIN 6" OF FIN. GRADE 2. MUNICIPAL WATER IS EXISTING roi ville Beacn Rd. 19,Q MINIMUM .75 OF COVER OVER PRECAST /� 2% SLOPE REQUIRED OVER SYSTEM 18.0' 100x0 EXISTING SPOT ELEVATION - 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 2" DOUBLE WASHED PEASTONE RUN PIPE LEVEL aae OR GEOTE MLE FABRIC �J 100 PROPOSED CONTOUR *18.15' FOR FIRST 2 4. DESIGN LOADING FOR PRECAST LEACHING CHAMBERS AND P°D PROPOSED 2000 3 MAX. D-BOX TO BE AASHO H-20, SEP11C TANK TO BE H-10 oceo� 9�e - 100 EXISTING CONTOUR GALLON SEPTIC 16.67' 15.0' 16.92' TANK (H- 10 ) 5. PIPE JOINTS TO BE MADE WATERTIGHT. 14.50 14.6T � oaop O pp � a W EXISTING WATER LINEI us tt rl p p � p ED p p L7 0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH Q (5.8X SLOPE) �6" CRUSHED STONE OR MECHANICAL p p 0 p 0 p p Q MASS. ENVIRONMENTAL CODE TITLE V. ��9 a� LOCUS CAN EXISTING UNDERGROUND CABLE/TELEPHONE COMPACTION. (15.221 [2]) 2' p Q El p 17 C'7 p CO p 12.2' DEPTH OF FLOW 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO = 4' ( 5 % SLOPE) ( 1 % SLOPE) IsWa Lp EXISTING LEACH PIT TEE SIZES: 3/4 TO 1 1/2 DOUBLE WASHED STONE BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. O DEPTH = 10 (7) 500 GAL. H-20 CHAMBERS INLET D Nantucket 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. OUTLET DEPTH 14 ►(�Sund Cp EXISTING CESSPOOL I O 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED � FOUNDATION- 21' SEPTIC TANK 40' D' BOX 30' LEACHING 8.1, WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. LOCUS MAP 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION SCALE: 1" = 2,000't *THE INSTALLER SHALL VERIFY THE BOTTOM TH-1 EL. 4.1' OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO LOCATIONS OF ALL UTILITIES AND COMMENCEMENT OF WORK. ASSESSORS MAP 287 PARCEL 100 ALL BUILDING SEWER OUTLETS AND LOCUS IS WITHIN AP OVERLAY DISTRICT ELEVATIONS PRIOR TO INSTALLING 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND ANY PORTION OF SEPTIC SYSTEM REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. LOCUS IS WITHIN FEMA FLOOD ZONE "C" AS SHOWN ON COMMUNITY PANEL #250001 0006 D ZONING SUMMARY 12. UNSUITABLE MATERIAL MAY BE ENCOUNTERED. ANY . DATED JULY 2, 1992 UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' ZONING DISTRICT: RF-1 BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. MIN. LOT SIZE 43,560 S.F. 13. BARNSTABLE BOARD OF HEALTH APPROVAL FOR A TEST _HOLE LOGS MIN. LOT FRONTAGE 20' SEVEN BEDROOM DWELLING MUST BE OBTAINED PRIOR TO MIN. LOT WIDTH 125' INSTALLATION OF ANY COMPONENT. ENGINEER: DAVID FLAHERTY, R.S. MIN. FRONT SETBACK 30' WITNESS: DON DESMARAIS, R.S. MIN. SIDE SETBACK 15' MIN. REAR SETBACK 15' DATE: OCTOBER 25, 2006 MAX. BUILDING HEIGHT 30' PERC. RATE _ < 2 MIN/INCH CLASS 1 SOILS p# 11484 ELEV. ELEV. 0" 16.8' 0" 17.0' FILL SYSTEM DESIGN: 20" 15.3' A FILL GARBAGE DISPOSER IS NOT ALLOWED LS 16" 16.2' A DESIGN FLOW: 6 BEDROOMS ® 110 GPD = 660 GPD 24" 10YR 4/2 15.0' LS BENCHMARK USE A 660 GPD DESIGN FLOW COR CONC STEP B 22" 10YR 5/6 15 7, ABUTTER'S WATER LINE TO BE RELOCATED 23-- ELEV=22.4' FINAL PLACEMENT TO BE DETERMINED BY 22 SEPTIC TANK: 660 GPD (2) = 1320 L THE BARNSTABLE WATER DEPT. AND ANY 47" 10YR 6/6 13.1' OTHER APPROVING AUTHORITIES. ANY .- >j USE A 2000 GAL. SEPTIC TANK B WATER LINES WITHIN 1W OF A SEWER LINE , C1 MS MUST BE SLEEVED ASH PIT GA' -RAGE/BARN/1 BR 21 LEACHING: FMS . . � SIDES: 2 (65.5 + 11.83) 2 (.74) = 228 GPO •4n�' lOYR 7/4 (TO BE REMOVED) PERc 10YR 5 8 ,1 e 2 w � LOT A � BOTTOM 65.5 x 11.�83 (.74) = 573 GPD � . . � 66" / 11.5 19,071 SFt TOTAL: 1082 S.F. 801 GPD C2 o C PROPOSED FEHA�S ELF-CLOSING, w �-_ W W-_W-----W N Wes_ �9 ,��'� . LEACHING CHAMBERS ACME OR EQUAL 90" 10YRS6/6 9.5' MS Pool ,- , W USE (7� 500 GAL ( ) SELF-LATCHING GATES AND SHALL CONFORM TO ALL OTHER STATE Icy _ / ��nw i' m o WITH 3 STONE AT ENDS AND 3.5' AT SIDES LOCAL REGULATIONS „ J,7>>r,�jT177 m I C3 10YR 7/4 zi (,A k INt/1 my 0 1/ti k�°��/ - I CP' LP _ EXISTING 5 BR ,, o 0-1 w FS 4 � DWELLING ,/ - y '� 152" 10YR 7/4 4.1' 144" 5.5' , �� ` I � , MA TOP BRICK = W 4 �' w NO GROUNDWATER ENCOUNTERED PROPOSED EL.EV=22.4' o �, APPROVED DATE BOARD OF HEALTH PATIO 10.T FFLOOR o ELEV=23.1' o O 0 l 1� I ADDITION - PROPOSED S PLAN N 2.5 , �� -PAVED � z 6 � 5 ITEDRIVE TITLE \ � I N > .W.1ZI OF O O 2 '�, ` 41 MOUNT VERNON AVE. 19 >100% RESERVE OF (HYANNISPORT) BARNSTABLEy MA REMOVAL OF UNSUITAB►'E SOIL REQUIRED IZ AROUND SOUTHERLY AREA OF LEACHING PREPARED FOR - -------_ �LLJ FACILITY, DOWN TO SUITAELE SOIL LAYER. ,-T REMOVE C2 LAYER WHERE ENCOUNTERED I� (SEE SOIL LOGS.) REPLACE. WITH CLEAN MED. q SAND. ENGINEER TO INSPECT AND CERTIFY SUSAN WHELAN METAL '�- a- REMOVAL. LL COVER � i o DATE: NOVEMBER 27, 2006 10 o REVISE D DATE: FEBRUARY 1 , 007 (B.W. PIT, JACUZZI) L,.I I PROVIDE VENT WITH-CHARCOAL FILTER Scale:1"= 20' AND'SUGSCREEN (FINAL PLACEMENT WITH HOMEOWNER CONSULTATION) , 0 10 20 30 40 50 FEET off 508-362-4541 fax 508 362-9880 OF 44'1 -\H OF MASS ARNE H. oyGN ARNE q�yG I OJALA �, .}: H. �� do wn cap e en g In e erin g, in C. ) CIVIL (o OJALA N�. 30792 �o �N �o � Y 9No,26348 Cl VIL ENGINEERS 0 IFS ONT�E G�� qv'�� S� LAND SURVEYORS MASS. DATE' ARNE H. OJALA, P.-C., P.L.S. 939 Main Street - YARMOU THPOR T, -- __ 97-167 WHELAN-WORK PLAN.DWG (DDF) SYSTEM PROFILE NOTES LEGEND TOP FNDN. AT EL. 22.4' ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT To SSE) ACCESS COVER TO WITHIN 3" OF FIN. GRADE 1. DATUM IS APPROXIMATE NGVD 100.0 PROPOSED SPOT ELEVATION ACCESS COVER (WATERTIGHT) To 19:0' MINIMUM .75' OF COVER OVER PRECAST F WITHIN 6" OF FIN. GRADE 2X SLOPE REQUIRED OVER SYSTEM 2. MUNICIPAL WATER IS EXISTING Beach C. 100x0 EXISTING SPOT ELEVATION 18.0 RIC 100 PROPOSED CONTOUR . * PIPE LL:VEL 2' 'DOUBLE �LE F owE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. a 18.15' FOR FIRST 2' 4. DESIGN LOADING FOR PRECAST LEACHING CHAMBERS AND SAP . PROPOSED 2000FL /,_RUN 3' MAX. - D 100 EXISTING CONTOUR GALLON sEP71c 16.67' D-BOX TO BE AASHO H-20, SEPTIC TANK TO BE H 10 16.92' TANK (H- 10 ) S�Q 5. PIPE JOINTS TO B'E MADE WATERTIGHT. 14.50_ 14.2' 00C� � 0 001� � ;� 0 W ' EXISTING WATER LINE 14.67mez L7C�" C] a 00L� � o hush . 5.8x SLOP 6 CRUSHED STONE OR MECHANICAL 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH CATV EXISTING UNDERGROUND CABLE/TELEPHONE ( '� 0 Q 0 O Q O Q ©' C7 COMPACTION. (15.221 [2]) MASS. ENVIRONMENTAL CODE TITLE V. rvmg Av 2' 0 CJ C� 0 L � CI C'1 O o; �, ' LOCUS 1,_2 S EXISTING LEACH PIT DEPTH OF FLOW = 4' ( LY AND NOT TOTEE SIZES: 5 x s�OPE) ( 1 z sLOPE) 3 4" TO 1 1 2" DOUBLE WASHED STONE 7. THIS PLAN IS FOR: PROPOSED WORK pN BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. ls/ / INLET DEPTH - 10" (7) 500 GAL. H-20 CHAMBERS Cp OUTLET DEPTH - 14" 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Nantucket EXISTING CESSPOOL 8.1 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED Sound FOUNDATION- 21' SEPTIC TANK 40' -- D' BOX 30' LEACHING FACILITY WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCUS MAP *THE INSTALLER SHALL VERIFY THE DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION SCALE: 1" = 2,000't LOCATIONS OF ALL UTILITIES .AND BOTTOM TH-1 EL. 4.1 OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO ALL BUILDING SEWER OUTLETS AND COMMENCEMENT OF WORK. ASSESSORS MAP 287 PARCEL 100 ELEVATIONS PRIOR TO INSTALLING LOCUS IS WITHIN AP OVERLAY DISTRICT ANY PORTION OF SEPTIC SYSTEM 11, EXISTING LEACHING FACILITY SHALL BE PUMPED AND �± REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. ZON�NW SUMMARY LOCUS IS WITHIN FEMA FLOOD ZONE "C" AS 12. UNSUITABLE MATERIAL MAY BE ENCOUNTERED. ANY SHOWN U COMMUNITY PANEL #250001 0006 D DATED JULY 2, 1992 ZONING DISTRICT: RF-1 UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 20' 13. BARNSTABLE BOARD OF HEALTH APPROVAL FORA TEST HOLE LOGS MIN. LOT WIDTH 125' SEVEN BEDROOM DWELLING MUST BE OBTAINED PRIOR TO MIN. FRONT SETBACK 30' INSTALLATION OF ANY COMPONENT. ENGINEER: DAVID FLAHERTY, R.S. MIN. SIDE SETBACK 15 WITNESS: DON DESMARAIS, R.S. MIN. REAR SETBACK 15' ; MAX. BUILDING HEIGHT 30' DATE: OCTOBER 25, 200fi PERC. RATE _ < 2 MIN/INCH CLASS 1 SOILS P# 11484 ELEV. ELEV. on 4 16.8' p" `�' 17.0' FILL SYSTEM DESIIGN� 20" 15.3' A FILL GARBAGE DISPOSER IS NOT ALLOWED LS 16" 16.2' BENCHMARK DESIGN FLOW. 6 BEDROOM'S ® 110 GPD = 660 GPD A _ BEN HMA STEP 24" 10YR 4/2 15.0 LS CORUSE A 660 GPD DESIGN FLOW ABUTTER'S WATER LINE TO BE RELOCATED 23 ELEV=22.4' B 1 OYR 5/6 FINAL PLACEMENT TO BE DETERMINED BY ----22 22" 15.7' LS THE BARNSTABLE WATER DEPDEPT. SEPTIC TANK: 660 GPD2 AND ANY SEPTIC � ( ) = 132.0 47" 10YR 6/6 13.1 OTHER APPROVING AUTHORITIES. ANY WATER LINES WITHIN 10' OF A SEWER LINE USE A 2000 GAL. SEPTIC TANK B MUST BE SLEEVED . BA ASH Ttj MS PIT GARAGE/BARN/1 BR . , 21 _ _ LEACHING: C1 ��w (TO BE REMOVED) '.J E ' _ _ SiCES: 2 y65.5 + 1 ".83 ? !.?4; __228 GPD PERC FMS. 40" 10YR 7/4 14.2' LOT A BOTTOM 65.5 x 11.83 (.74) = 573 GPD " 10YR 5/8 11 .5' 19,071 SFt 6fi PROPOSED FENCE SURROUNDING W--,w TOTAL: 1082 S.F. 801 GPD C2 POOL SHALL HAVE SELF-CLOSING, W r-. W--"�W �9 LS C SELF-LATCHING GATES AND SHALL w ' CONFORM TO ALL OTHER STATE do W' � w ,� USE (7) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 90" 10YR 6/6 9.5' MS LOCAL REGULATIONS PROPos�D _ i� m 0 WITH 3 STONE AT ENDS AND 3.5 AT SIDES POOL i i LP , CA 1V m ir I C3 10YR 7/4 CPS ,_..p EXISTING 5 BIR .' v rt' Ey FS DWELLING ,�' ' - - " 10YR 7 4 ' " ' 152 / 4.1 144 5.5 I TOP BRICK w MA NO GROUNDWATER ENCOUNTERED PATIO ELEV-22.4' � 'a• APPROVED DATE BOARD OF HEALTH FFLOORiL ELEV-23.1' .► XI Q ' 1PROPOSED PAVED'_", c PROI'06ED DECK" :• i • ►y Ld TITLE 5 SITE PLAN _iz ; 60" o a OF .� " ., i VERNON AVE. ri �CyT I9 >100% RESERVE 41Mir-'OUNT OF BARI�ISTABLE MA (HYANNSPU'" REMOVAL OF UNSUITABLE SUL REQUIRED 12 AROUND SOUTHERLY AREA OF LEACHING PREPARED FOR W FACILITY, DOWN TO SUITABLE SIAL LAYER. ` REMOVE C2 LAYER WHERE ENCOUNTERED - 1� (SEE SOIL LOGS.) REPLACE WITH CLEAN MED. SAND. ENGINEER TO INSPECT AND CER71FY -A METAL REMOVAL. SUS- WHELAN COVER 1p w DATE: NOVEMBER 27, 2006 w REVISED DATE: FEBRUARY 1 , 2007 (B.W. PIT, JACUZZI) I PROVIDE VENT WITH CHARCOAL FILTER ' AND BUGSCREEN (FINAL PLACEMENT WITH F Scale:1"= 20' HOMEOWNER CONSULTATION) , _ . EEL- 0 10 20 30 40 50 FEET off 508-362-4541 fax 508 362-9880 M nFSS9cy �ZH OF*sic �o ARNE H. GN ARNE ti, I OJALA FrH. down cape en g In e eriln g, ire c. CIVIL y o OJALA N No. 30792 STE�� goo.26348 Cl VIL ENGINEERS FS oN ECG\ N e S\ LAND SUR VEYORS DCE #97- >67 DATE ARNE H. C1J'ALA, P.E., P.L:S. 939 Main Street - YARMOU THPOR T, MASS. 97-167 WHELAN-WORK PLAN.DWG (DDF) SYSTEM PROFILE NOTES . LEGEND TOP FNDN. AT EL. 22.4' ACCESS COVER TO WITHIN 3" OF FIN. GRADE 1. DATUM IS APPROXIMATE NGVD ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALD 100.0 PROPOSED SPOT ELEVATION ACCESS COVER (WATERTIGHT) TO /r.---., ' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FlN. GRADE 2. MUNICIPAL WATER IS EXISTING 100x0 EXISTING SPOT ELEVATION 2X SLOPE REQUIRED OVER SYSTEM 1$.0 roi vlue Beach Rd. 2" DOUBLE WASHED PEASTONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.RUN ae 100 PROPOSED CONTOUR *18.159 FOR FIRST 2LEVEL OR GEOTEXTILE FABRIC Seta 4. DESIGN LOADING FOR PRECAST LEACHING CHAMBERS AIVD PD jpfflell 39 MAX. D-BOX TO BE AASHO H-20, SEP11C TANK TO BE H-10 oceon,4 100 EXISTING CONTOUR 16.92' 15.0' 5. PIPE JOINTS TO BE MADE WATERTIGHT. WKE �14.6T 14.50 l� � � D 1� 000W EXISTING WATER LINEus tt �+ 14.2 O O 0 0 0 O Cl 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH (5•8X SLOPE) �6" CRUSHED STONE OR MECHANICAL � a Q 0 [] � � El 0 cATv EXISTING UNDERGROUND CABLE/TELEPHONE COMPACTION. (15.221 [21) MASS. ENVIRONMENTAL CODE TITLE V. 2' � O � C] 0 � 0 � 0 12.2' wmgA LOCUS DEPTH OF FLOW = 4 ( 5 X SLOPE) ( 1 X SLOPE) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO Is LP EXISTING LEACH PIT slzEs. " 3/4" TO 1 1/2" DOUBLE WASHED STONE BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. INLET DEPTH = ,.Q_ (7) 500 GAL. H-20 CHAMBERS OUTLET' DEPTH - 14" 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Nantucket Cp EXISTING CESSPOOL Sound LEACHING 8,1' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED FOUNDATION- 21 SEPTIC TANK 40 D BOX 30 FACILITY WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. � 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCUS MAP *THE INSTALLER SHALL VERIFY THE DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION SCALE: 1" = 2,000'f BOTTOM TH-1 EL. 4.1 OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO LOCATIONS OF ALL UTILITIES AND COMMENCEMENT OF WORK. ASSESSORS MAP 287 PARCEL 100 ALL BUILDING I SEWER OUTLETS AND LOCUS IS WITHIN AP OVERLAY DISTRICT ELEVATIONS PRIOR TO INSTALLING 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND ANY PORTION OF SEPTIC SYSTEM REMOVED OR PUMPED AND FILLED WITH CLEAN SAND LOCUS IS WITHIN FEMA FLOOD ZONE "C" AS ZONING SUMMARY SHOWN ON COMMUNITY PANEL #250001 0006 D 12. UNSUITABLE MATERIAL MAY BE ENCOUNTERED. ANY DATED JULY 2, 1992 ZONING DISTRICT. RF-1 UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY.MIN. LOT SIZE 43,560 S.F. TEST HOLE LOGS MIN. LOT FRONTAGE 20' 13. BARNSTABLE BOARD OF HEALTH APPROVAL FOR A MIN. LOT WIDTH 20' SEVEN BEDROOM DWELLING MUST BE OBTAINED PRIOR TO MIN. FRONT SETBACK 12 INSTALLATION OF ANY COMPONENT. ENGINEER: DAVID FLAHERTY, R.S. MIN. SIDE SETBACK 15' WITNESS: DON DESMARAIS, R.S. MIN. REAR SETBACK 15' MAX. BUILDING HEIGHT 30' OCTOBER 25, 2006 DATE: PERC. RATE _ < 2 MIN/INCH CLASS 1 SOILS P# 11484 ELEV. ELEV. '< , `�'" 0" 16.8 0 _ 17.0' SYSTEM DESIGN: 20" FILL 15.3' FILL GARBAGE DISPOSER IS NOT ALLOWED A 16" 16.2' LS DESIGN FLOW: 6 BEDROOMS ® 110 GPD = 660 GPD A BENCHMARK 24" 10YR 4/2 15.0' LS COR CONC STEP USE A 660 GPD DESIGN FLOW B ABUTTER'S WATER LINE TO BE RELOCATED 23- ELEV=22.4' FINAL PLACEMENT TO BE DETERMINED BY 22 10YR 5/6 DEFT. AND ANY SEPTIC TANK: 660 GPD (2) = 1320 LS 22" 15.7' THE BARNSTABLE WATER 47" 10YR 6/6 13.1' OTHER APPROVING AUTHORITIES. ANY ��7j USE A 2000 GAL. SEPTIC TANK B WATER LINES WITHIN 10' OF A SEWER LINE MUST BE SLEEVED -- - C1 MS GARAGE/BARN/1 BR t 21_ LEACHING: °FRG FMS " 10YR 7/4 (TO`BE REMOVED) `r SIDES: 2 (65.5 + 11.83) 2 (.74) = 128 -GPD 40 14.2 6fi 10YR 5/8 ` 11.5' 19,071 SFt W a 0 A ! BOTTOM 65.5 x 11.83 (.74) = 573 GPD " / W TOTAL: 1082 S.F. 801 GPD C2 PROPOSED FENCE SURROUNDING `�W-�,` W- -- W W n' LS C POOL SHALL HAVE SELF-CLOSING, ¢20. W r-_ W--•- " , SELF-LATCHING GATES AND SHALL W W USE (7) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 9p 10YR 6/6 9.5 MS CONFORM TO ALL OTHER STATE & 77 �- V1�`r /, � W �-•" -�� WITH 3' STONE AT ENDS AND 3.5' AT SIDES LOCAL REGULATIONS PROPOSED cq n, - Co a' C3 1 OYR 7/4 Poa. CP; I.LP b EXISTING 5 BR ,,- - U � W FS °C° o DWELLING ,� �' �� $ � - 152" 10YR 7/4 4.1' 144" 5.5' PROPOSEDCc: TOP BRICK _ n �� MA NO GROUNDWATER ENCOUNTERED PAMO ELEv=22.4' o ,1 APPROVED DATE BOARD OF HEALTH ,o .� FFLOOR a ' g ELEV=23.1 OU f PROPOSED. ,• , W 111... ADDITION PROPOSED DECK PAVED-', 2 6 .5 ' DRIVE ; N �� -.--1 TITLE 5 SITE PLAN 1 , � zI � mOO 225' rn 60" B o O OF ti \`4 >100% RESERVE 4.1 MOUNT VERNON AVE. �, of � •:. � � (HYANNISPORT) BARNSTABLE, MA 5' REMOVAL OF UNSUITABLE SOIL REQUIRED �� IZ AROUND SOUTHERLY AREA OF LEACHING PREPARED FOR FACILITY, DOWN TO SUITABLE SOIL LAYER. REMOVE C2 LAYER WHERE ENCOUNTERED I� (SEE SOIL LOGS.) REPLACE WITH CLEAN MED. - - '< SAND. ENGINEER TO INSPECT AND CERTIFY SUSAN WHELAN METAL - __ - __ I C- REMOVAL COVER ~ ILL. W DATE: NOVEMBER 27, 2006 IW / Scale:1"= 20' PROVIDE VENT WITH CHARCOAL FILTER ' AND BUGSCREEN (FINAL PLACEMENT WITH , 0 10 20 30 40 50 FEET HOMEOWNER CONSULTATION) off 508-362-4541 fax 508 362-9880 down cope erg giro eerIn g, ire C. -�H OF A446, �p1 tH OF Aflo.. o� ARINE yGs� o�'� ARNE H. Cl CI VIL ENGINEERS °JqLA LAND SURVEYORS OJA CIVIL i /D 2 No. DA °�Est3 oJA � ,�P , w�4 939 Main Street - 'YARMOU THPOR T, MASS. DCE #97- >V ! N�SURV6� SS/ANAL ENG\� 97-167 WHELAN-WORKPLAN.DWG (DDF) LEGEND TOP FNDN. AT EL 22.4' SYSTEM PROFILE NOTES TO ACCESS COVER TO WITHIN 6" OF FIN. GRADE SNOTS ACCESS COVER TO WITHIN 3' OF FIN. GRADE 1. DATUM IS APPROXIMATE NGVD 100.0 PROPOSED SPOT ELEVATION ACCESS COVER (WATERTIGHT) To 19.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2. MUNICIPAL WATER IS EXISTING 2x SLOPE REQUIRED OVER SYSTEM rol ��/le Beach Rd. 1 00x0 EXISTING SPOT ELEVATION 18.0 " s 2" DOUBLE WASHED PEASTONE 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. aae RUN PIPE LEVEL OR GEOTE MLE FABRIC 0 10 PROPOSED CONTOUR *18.15 FOR FIRST 2' PROP:(H- 000 3' MAX.=S:u 4. DESIGN LOADING FOR PRECAST LEACHING CHAMBERS AND PD D-BOX TO BE AASHO H-20, SEPTIC TANK TO BE H-10 oceo� Aye. 100 EXISTING CONTOUR GALLPTIC 16.67' 16.92 TANK10 ) � \ 15'0 5. PIPE JOINTS TO BE MADE WATERTIGHT. EXISTING WATER LINE BAFFLE14.67' 14�50n4. r1 0 0 O O 0 r 0 � hus tt W p p ED p ED p p 0 -E 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH NDERGROUND CABLE TELEPHONE (5'8x SLOPE) s" CRUSWED STONEOR MECHANICAL p p C] p O O 0 ED E MASS. ENVIRONMENTAL CODE TITLE V. r��9 A�' LOCUS CAN EXISTING U / COMPACTION. (15.221 [21)DEPTH OF FLOW = 4' 0 0 d 0 O = � 0 E � 12.2' LP EXISTING LEACH PIT ( 5 x SLOPE) ( 1 % SLOPE) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO Is d r� TEE slzEs: 3/4" TO 1 1/2" DOUBLE WASHED STONE BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. INLET DEPTH = 10"" (7) 500 GAL. H-20 CHAMBERS CP OUTLET DEPTH 14" EXISTING CESSPOOL 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Nantucket FOUNDATION- 21' SEPTIC TANK 40' -- D' BOX 30' LEACHING 8.1' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED Sound FACILITY WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. �+ 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCUS MAP DIGSAFE (1-88�8-344-7233) AND VERIFYING THE LOCATION SCALE: 1" = 2,000't *THE INSTALLER SHALL VERIFY THE EL. 4.1' OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO LOCATIONS OF ALL UTILITIES AND BOTTOM TH-1 COMMENCEMENT OF WORK. ASSESSORS MAP 287 PARCEL 100 ALL BUILDING SEWER OUTLETS AND LOCUS IS WITHIN AP OVERLAY DISTRICT ELEVATIONS PRIOR TO INSTALLING 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND ANY PORTION OF SEPTIC SYSTEM REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. LOCUS IS WITHIN FEMA FLOOD ZONE "C" AS ZONING SUMMARY SHOWN ON COMMUNITY PANEL #250001 0006 D 12. UNSUITABLE MATERIAL MAY BE ENCOUNTERED. ANY DATED JULY 2, 1992 ZONING DISTRICT: RF-1 UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY.. MIN. LOT SIZE 43560 S.F. 13. BARNSTABLE BOARD OF HEALTH APPROVAL FORA TEST HOLE LOGS MIN. LOT FRONTAGE 20' SEVEN BEDROOM DWELLING MUST BE OBTAINED PRIOR TO MIN. FRONT SETBACK 12 INSTALLATION OF ANY COMPONENT. ENGINEER: DAVID FLAHERTY, R.S. MIN. LOT WIDTH 125' WITNESS: DON DESMARAIS, R.S. MIN. SIDE SETBACK 15' MIN. REAR SETBACK 15' MAX. BUILDING HEIGHT 30' DATE: OCTOBER 25, 2006 PERC. RATE _ < 2 MIN/INCH CLASS 1 SOILS P# 11484 �ry ELEV. z ELEV. 0" 16.8' 0" 17.0' FILL SYSTEM DESIGN: 20" 15.3' q FILL GARBAGE DISPOSER IS NOT ALLOWED LS 16" 16.2' DESIGN FLOW: 6 BEDROOMS ® 110 GPD = 660 GPD A _ 24" 10YR 4/2 15.0' COORCCONC STEP USE A 660 GPD DESIGN FLOW LS 23---- ELEV=22.4 B / ABUTTER'S WATER LINE TO BE RELOCATED 10YR 5 6 FINAL PLACEMENT TO BE DETERMINED BY 22 THE BARNsrABLE WATER DEFT. AND ANY SEPTIC TANK: 660 GPD (2) = 1320 47" 10YRS6 6 22 15.7 OTHER APPROVING AUTHORITIES. ANY / 13.1 WATER LINES WITHIN 10' OF A SEWER LINE �'JT USE A 2000 GAL. SEPTIC TANK MS MUST BE SLEEVED - BT A GARAGE/BARN/1 BRA zi _ _ - _ _ __ LEACHING: C1 1 � _ PERC FMS " 10YR 7/4 (TO BE REMOVED) SIDES: 2 (65.5 + 11.83) 2"(J4) = 228 PbG _-. 40 1,4.2, W 10YR 5/8 11.5' LOT A BOTTOM 65.5 x 11.83 (.74) = 573 GPD 66 19,071 SFt TOTAL: 1082 S.F. 801 GPD C2 PROPOSED FENCE SURROUNDING W-W W ti + �9 LS C POOL SHALL HAVE SELF-CLOSING, W r W yy � " SELF-LATCHING GATES AND MALL W W USE (7) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 90 10YR 6/6 9.51 MS CONFORM ON OORRE TO ALL OTHER STATE do PROPOSED / / cAnW �- CoV a)o WITH 3 STONE AT ENDS AND 3.5' AT SIDESLOC C3 / POOL. �CID, �LP - � ' � o jr I a.' FS 10YR 7 4 EXISTING 5 BR ,- v w ad DWELLING 152" 10YR 7/4 4.1' 144" 5.5' 42.0' 1 Ir TOP BRICK = W 4 �� _ , MA NO GROUNDWATER ENCOUNTERED PROPOSEDPA1I0 ELEV=22.4' c� a ti, APPROVED DATE BOARD OF HEALTH _ ►- •� FFL 10.Tom, ELEV�23.1' a I . td 160'. k ,? ADDI'noN W PROPOSED DECK PAVED \ \ I 2 _ TITLE 5 SITE PLAN ' DRIVE / � . .� / •c '.:c� W _jzI `\ \ m0�fI 60" B p OF X 4 41 MOUNT VERNON AVE. >100% RESERVE OF / Y (HYANNISPORT) BARNSTABLE7 MA V REMOVAL OF UNSUITABLE SOIL REQUIRED IZ AROUND SOUTHERLY AREA OF LEACHING PREPARED FOR --- �W FACILITY, DOWN TO SUITAB'-E SOIL LAYER. REMOVE C2 LAYER WHERE'ENCOUNTERED .N i j (SE%SOIL LOGS.) REPLACE'WITH CLEAN>MED. '< SAND. ENGINEER TO INSPEi'T AND CERTIFY SUSAN WHELAN METAL _ to- REMOVAL. COVER -� �p W DATE: NOVEMBER 27, 2006 w REVISED DATE: FEBRUARY 1 , 2007 (B.W. PIT, JACUZZI) 1 PROVIDE VENT WITH CHARCOAL FILTER ` AND BUGSCREEN (FINAL PLACEMENT WITH Scale:1"= 20' HOMEOWNER CONSULTATION) I 0 10 20 30 40 50 FEET off 508-362-4541 fax 508 362-9880 H OF AIA SS9c9 ASH OF SS9C' �o ARNE H. G ,' ARNE o OJALA /" H. a down Cape ell g ir) e erin g, In C. CIVIL OJALA � ��o. so�s� � �No.26348 CIVIL ENGINEERS a IFS ONTSENG �9NA S� LAND SURVEYORS 9J9 Main Street - YARMOU THPOR T, MASS. DATE ARNE H. OJALA, P.E., P.L.S. DCE #97- >67 97-167 WHELAN_WORKPLAN.DWG (DDF)