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0048 WHIDDEN AVENUE
dd &h ve ��z Mr. Brian Florence cn September 3,2021 Building Commissioner 200 Main Street O 3021 SEP Hyannis, MA 02601 x TOwN QF BARN Dear Mr. Florence, I am writing to request an extension for BLDR—21—395. 1 apologize for this late request but I was very much hoping to get some work done early this month and then request an inspection in order to keep the permit open. However,delay after delay with materials and availability of family and friends to help me will not allow me to start this project until October or November earliest.Also,the price of materials have not come back to the levels I was quoted when I first started this project. In short,the perfect storm has prohibited me from beginning this project.Thank you for your consideration. Enclosed is a check for$50 in the event that you approve my request for the extension. Sincerely, Michael Ostrowski i 4 Whidden Ave Hyannis, MA.02601 203-722-6665 r 3/1,1/2020 48 Whidden A\oenue,Hyannis,MA 02601-MLS#215014491 Estately AT✓s � ,�^_ ��t` >w� � at-s qt'. � � �,� `�,,: `u'- 'w' � "`emu°' .� .fig` ,.. ; `y".�` "� 28 28 -pine St 2 kGoWN 3, 44 rk �a nil' T s 4 ; a � s s f 3 a r aCk r g yn �rx Y 7 U F a k fr �3 1 r 6 ay f 1 €3 3 i r€ /L yvrl e�+£'sss �C'2 r " .� - `��� '�`,�t' URAi �q $ �q 1 3 3 � z( 2 �' �f �i ✓ x�Y3 3 a f 3 '§i :: C ; � ` 113 3 d'D s d+3 St . �/'��n��ry�'i,•a��3 �' `fw� �€r -v � 3 3 '. f33���E 33€ ar s� r a�ti'Pt; ;� 33; ��.�F`rf 3 3 � � � �'� s k„ M. Map ;Street House Sold on 7/15/2015 $1,062,000 Never miss new listings between$900,000—$2,000,000 in this area Email address_ �� �Get Alerts Already have an account?Login(/account/login?retum to=%2Flistings%2FYnfo%2F94-21501449) 48 Whidden Avenue Hyannis(httpsJ/www.estately.com/MA/Bamstable),MA_( sJ/www.estatelycom/real-estate/MA),02601(h sJ/www.estatelycom/MA/02601)—Bamstable County, (httpsJ/www.estatelycom/MABamstable County) • 5 beds • 3 baths • 2,550 sgft • --1/2 acre lot • $416 persgfi • 1940 build • 1798 days on site Unobstructed Ocean Views,Plus Marsh front!You and your guests will Relax and Enjoy the Ever changing Views,watch the boats go by or go to your choice 1 of 3 Beaches.Plus there is a nearby boat ramp.This Quintessential Cape was Renovated in 2008+and added to after that.Very deceiving in size,as it has 1 l rooms including 5 bedrooms,3 full baths and 3 fireplaces...2 brick and 1 gas in the separate master suite.Details,Builtins,Beano,mostly hardwood floors and a family room with cedar closet in the lower level walkout,4 zone gas heat,2 Zone AC and 2 car garage.If you choose,there could be great rental potential.The 2nd 8r in the main section of the home can be utilized as a separate apt.or nanny's qters.Assessor's field card is not current.Buyer+their agents 'V-Listing courtesy of CCI/Kalstar Realty Services(INACTIVE) MLS#21501449—Report a problem https:/Awm.estatelycoMlistings/infot94-21501449 219 3/11/2020 48 Whidden Avenue,Hyannis,MA 02601-MLS#215014491 Estately Property details for 48 Whidden Avenue Last refreshed 9 minutes ago The Building Year Built: 1940 Style: Cape Approx°SgFt: 2,550 Sgft Roof Description: Asphalt,Pitched Siding Description: Shingle Foundation: Block,Concrete Perimeter Foundation Depth: 26 Sgft Foundation Width: 40 Sgft Stories: 3 < Total Rooms: II Fireplace: Yes Interior Interior Features: Attic Storage,Cedar Closet,Dryer/Hookup-Electric,Hookup Washer,HU Cable TV,Linen Closet,Recessed Lighting,Walk-in Closet #Fireplaces: 3 Basement: Yes Floors: Carpet,Tile,Wood Living Room Beamed Ceilings,Built-Ins,Closet,Fireplace,Living Room,View Living Room Flooring: Wood Dining Room Bay/Bow Windows,Built-his,Dining Room,View Living/Dining Combo Level:- First Floor Dining Room Level: First Floor Dining Room Flooring: Wood Kitchen: Breakfast Bar,Countertops,Kitchen,Recessed Lighting,Upgraded Cabinets,View Kitchen Level: First Floor Foyer: Foyer Foyer Level• First Floor Laundry Room Laundry Room Laundry Room Level: First Floor Master Bedroom Fireplace: Gas Master Bedroom Flooring: Carpet Basement Description: Finished,Interior Access,Walk Out Other Room 1:Room Type: 2nd Kitchen Other Room 2:Room Type: Family Room https://w,&w.estatelycoMI i sti ng s/i nfo/94-21501449 319 I 3/11/2020 48 Whidden Awnue,Hyannis,MA 02601-MLS#215014491 Estately" Other Room 3:Room Type: Home Office Other Room 1:LeveL• Second Floor Other Room 2:Level: Basement Room Dimensions Foundation Wing Depth: 22 Sqft Foundation Wing Width: 26 Sqft Location Directions to Property: From Hyannis Port,Ocean Ave,to Sea,to Gosnold to Estey,to Hawes to 2nd entrance of Whidden to#48. Latitude 41.636673 Longitude -70.282729 Absolute Longitude 70.282729 Location Description: South of Route 28 The Property Property Type: A Property Sub-Type: Single Family Residence Acres: 0.47 Zoning: RB Lot Size SgFt: 20,473 Sqft Street Description: Paved,Public Water Access: Salt Waterview: Yes Waterfront: Yes Waterfront Description: Sah Topography/Lot Description: Cleared,Marsh,View Exterior Features: Deck,Yard Listing Agent Sign up to see info Office phone: (508)888-8999 Taxes Tax ID: 324-070 Armual Taxes: $8,760 Tax Year: 2015 Beds Master Bedroom LeveL• https://www.estatelycon,Vlisting s/info/94-21501449 4/9 3/11/2020 48 Whidden A\enue,Hyannis,MA 02601-MLS#215014491 Estately Second Floor Bedroom 2: Bay/Bow Windows,Bedroom 2,Closet,Yew Total Bedrooms: 5 Master Bedroom Bay/Bow Windows,HU Cable TV,Master Bedroom,Private Full Bath,Recessed Lighting,Yew,Walk-in Closet Bedroom 2 Level• First Floor Bedroom 2:Flooring: Wood Bedroom 3: Bay/Bow Windows,Bedroom 3,Closet,Yew Bedroom 4 Level: Second Floor Bedroom 3 Level: First Floor Bedroom 3:Flooring: Wood Bedroom 4: Bay/Bow Windows,Bedroom 4,Built-Ins,View,Walk-in Closet Baths Total Bathrooms: 3.00 Full Baths: 3 The Listing Flood his Required Yes Heating&Cooling Heating. Forced Hot Air,Forced Hot Water Cooling: Central Air Underground Fuel Tank No Utilities Fuel Type: Natural Gas Water: Town Water Hot Water Source: Natural Gas Appliances Appliances: Dishwasher,Range-Gas,Refrigerator The Community Convenient To: Golf Course,House of Worship,In Town Location,Major Highway,Marina,Medical Facility,School,Shopping Total Assessment: 809800.00 Improvement Assessments: 203600.00 Land Assessments: 557500.00 Other Assessments: 48700.00 POOL No Beach/Lake/Pond: Kalmus Beach,Sea St Beach,Veterans https:/twvwv.estatelycorrVI isti ng s/i nfo(94-21501449 5/9 3/11/2020 48 Whidden Avenue,Hyannis,MA 02601-MLS#215014491 Estately Beach Ownership: Public Miles to Beach: 0-.1 .Dock: No Parking Garage: Yes Garage Description: Attached,Direct Entry,Door Opener Parking Description: Off-Street,Paved Driveway #of Cars: 2 Extra Units Separate Living Qtrs: Yes Separate Living Qtrs: Second Floor Never miss new listings Never miss new listings Be the first to know about new listings between$900,0004$2,000,000 it this neighborhood Email address 1 Get Alerts Already have an account?Login(/account/login?return to=%2Flistings%2Finfo%2F94-2150144Q) Estately will never spam you or sell your details.You can unsubscnbe whenever.you'd hike. What it's like to live at 48 Whidden Avenue Street I 1 Map ISatellite Your commute From Enter a valid address Go _....r. . I • 010 https://wnw.estatelycoMlistings/info/94-21501449 6/9 r 3/11/2020 48 Whidden Aoenue,Hyannis,MA 02601-MLS#21501449 1 Estately 0 WalkScore® Provided by WalkScore®Inc. 7 Car-Dependent SoundscoreTM Provided by HowLoud 83 Quiet Internet Speed Provided by BroadbandNow® 150 Mbps About mternet speed XFINITY from Comcast View a full report(httpJ/broadbandnow.com/Massachusetts/IIyannis?zip--02601) Utility Costs Estmiate provided by ClearlyEnergy $303/mo. About estimated utilities View a full report(httpsJ/www.clearlyenergycorn/audit/62bOba54fda62a2f4Offe7b3t384977a/promo/estately) Potential Airbnb Income Rent on Airbnb with Everbooked $3,570/mo. About estimated Airbnb income Access a full report(httpsJ/www.everbooked. opricing), Sale history for 48 Whidden Avenue Date Event Price %Change Source Jul 15,2015 Sold $1,062,000-2.0% CCI Apr 28,2015 Price Changed$1,084,000-13.3% CCI Apr 8,201.5 Listed/Active$1,250,000— CCI. (Show more j Email me propertVupdates Schools near 48 Whidden Avenue Serving this propgAy El men ry Mi le High Private 4 Hyannis West Elementary School 2.0 (https!/www.greatschools.org/massachusetts/bamstable/157-Hyannis-West-Elementary_. -_ (�A yannismWest Elementary hoof Hy ran ), MI School/?=-source=GSAPI&utm=,rnediurtt=referral) Public K-3 https:/A v w.estatelycorr✓listings/i nfot94-21501449 7/9 3/11/2020 48 Whidden Avenue,Hyannis,MA 02601-MILS#21501491 Estately Barnstable High (httjLJ/www.greatschools.org/massachusetts/bamstable/l53-Barnstable-High-SchooV? School (/IyIA/Barnstable High School Hyannis) utm source=GSAPI&utm meditmT-=referral) Public 8-12 rm 4 Barnstable jh_ sJ/www.greatschools.org/nrassachusetts/bamstable/5324-Barnstable-lntemmdiate- Intemnediate School 2.5arnstable�IntemmdiateSchoolrni SchooV?uu resource=GSAPI&uU-niediurrr=referraD Public 6-7 Barnstable United N/A Elementary School 5.6 rni , amstable�United Elementary School, Marstons Mills) Public 4-5 4 Hyannis West Elementary (h sJtt� MD greatschools.org/massachusetts/bamstable/157-Hyana -West- School 2•0(�)2� crest Elementary School, Hyarmis). Elementary-SchooV?utm source=GSAPI&utm medium=referraD. Public K-3 mi Barnstable United N/A Elementary School 5.6(/MA/Barnstable United Elementarai ry School, Marste ons M�71s) Public 4-5 St Francis Xavier Prep N/A School 0.8• Private 5-8 6 Barnstable Coma n ity Horace Mann Charter (https//www.greatschools.org/massachusetts/bamstable/3226-Bamstable- 1.4 Community-Horace-Mann-Charter-Public-SchooV? Public School mi. r�tm source=GSAPI&utm mediurn=referral). public K-3 Enoch Cobb Early N/A Learning Center 2.0 mi Public K-K 5 Barnstable High (https!/www.greatschools.org/massachusetts/barmtable/153-Bamstable-High-SchooV? School 2.3mi amstable High School Hyannis), utm source=GSAPI&utm mediwt-referral) Public 8 12 4 Barnstable / eatschools.or massachusetts/bamstable/5324-Bamstable-Intemiediate-SchooV? Intemrediate School .2.5 ( slwww•gr g/ � (/MA/BarnstablevIntemnediate School,Hy�'s), utm source=GSAPI&u medium=refenall Public 6-7 St Francis Xavier N/A Prep School -0.8 mi Private 5-8 Barnstable High School 2.3 (h�ps1/www.greatschools.org/nrassachusetts/barnstable/153-Barnstable-High-SchooV? ,(/MABamstableeHigh�SchooL rt�rn source=GSAPI&utm mediunr=ref InD Public 8-12 tnmu Pope John Paul Ii High N/A School 0.8 mi Private 9-12 hftps://www.estatelycon-Vlistings/info/94-21501449 8/9 3/,11/2020 • 48 Whidden Avenue,Hyannis,MA 02601-MLS#215014491 Estately 8 Sturgis Charter Public (https'1/www.greatschools.org/massachusetts/bamstable/55-Sturgis-Charter-Public-SchooV? School 1.1 utm source=GSAPI&utm medirmt=referral) r Public 9-12 Pope John Paul Ii High School N/A 6.8 mi Private 9-12 St Francis Xavier Prep School N/A 0.8 rni - Private 5-8 Faith Christian Academy N/A 1.4 mi Private K- GreatSchools scores are based on a scale from 1 to 10,where 10 is above average. s The school service areas are not definitive and should only be used as guidance.GreatSchools Ratings provided by www.greatschools.org This site was last updated on 03/11/2020.All properties are subject to prior sale,changes,or withdrawal Copyright©2020 Estately,Inc.Data displayed here has not been verified by Estately. • Estately,Inc.©2020 • About(/about) • B�og((�}tps//www.estate)ycojog).iY • Contact us(/about#contact)or Call 1-800-241-33271-800-377-0462 • Do Not Sell My Info s://forms.dsr-communications.com/custom/67A96FA5-7031-4380-8494-6DBR5BE1747) • Terms of Use&Privacy-(/about/privacy) • DMCA Notice(/dmca notice.htrnl) • Disclaimers about/disclaimers) hftps://wAw.estatelycom/listings/infat94-21501449 9/9 October,2008 To Whom It May Concern, Re- A requested Building Permit explanation-for a 2 car garage addition with a room, including a small bath above,as well as a rotted deck replacement of the same size at: 48-' Whidden Avenue, Hyannis,Ma 02601. The designer for the addition was Ken Saddler and he thought his design would meet the current requirements for an Addition of this type. This property has been in the I-Eller family for years and I am a year round home owner. I want this attached addition to house my cars and have direct access into the house for safety, especially because I am the only one on the street in the winter: I have been through the Town.Conservation process and I will be giving up my existing Detached garage per the Conservation requirements. The room above is for my personal use and not as a separate rental. The stairway is needed because T currently have no traditional stairway access to my 2nd floor for furniture distribution and we couldn't figure out how to get a stairway inside the existing borne due to space. Plus I have no easy access or existing width to get me out of the 2nd floor of the house in a stretcher if I needed-to be rescued. Please let me know'if I can be of any other assistance to help with the process, as I am hoping to get weather tight by winter weather. Thank you. Sin eereiy, ( • Linda Hiller 48 Whidden Ave, Hyannis, MA 02601 - Zillow Page 1 of 2 48 Whidden Ave HYANNIS VIEWS.OF NANTUCKET SOUND, 50084039;to a deeded.BEACH + 180 degree SALTWATER MARSH FRONT.Great Cape Cod Style+Setting! Completely redone,4 BD,3 BA, 3 4 2estimate®: $669,500 fireplaces,`possible separate Inlaw,AC, 2 car gar.,town sewer+ 2 adirondack chairs! .... Rent Zestimate: $3,100/mo Map Est.Mortgage: $2,469 Beds: 3 Baths: 3 a 3 � V qft: 2,489 Lot: 20,473 sQ ft/0.47 acres. - Type: Single Family ' ear built: 1940 - ,§' �# lr ' t Last sold: luly 01 1992 for$95,000 v Parking: - i F.. .' °�` -- . m' ,r °a Heating: Fireplace: -- Eeroyq �avra,S;ve 3 ' County: Barnstable Exterior material: Wood arcel#: M:324 L:070 Per floor sqft: 2,489 '' Roof type: Asphalt P ark Bend, "� Total rooms: 9 `�'` , Stories: 2 Structure type: ape cod ap ditQ Q012 Doogle Zillow Home ID: 155849861 Charts and Data , Nearby schools Primary: Hyannis East Elementary School Middle: Barnstable Middle School High: Sturgis Charter Public School 0 Take Zillow on the go!Get free Zillow apps for the!Phone,Wad,and Android. Value Range 30-day change - $/sgft Last updated - estimate $669,500 $475K-$931K +$2,900 - $268 01/11/2012 Rent Zestimate $3,100/mo $1.9K-$4.3K/mo -$100 $1.25 - 01/06/2012 1.80m r $1.40m -$1.20m v - $Loom y `=-$0.60m $0.60m $0.00m ....._... _.- ., --..._._°._ ..._....:.., .. t ------ ._.__.__ i ...._-...._.... . .---------- i- ---------- Jan08 -Jan09 Janl0 Jan11 - Jan12 Price History Date Description Price %Chg $/sgft Source 12/06/2009 Listing removed $1,895,000 - $761 William Ravels Real Estate Osterville 07/18/2009 Listed for sale $1,895,000 1,895% $761 William Ravels Real Estate Osterville 07/61/1992 Sold $95,000 -- $38 Public Record i-------------- ------ .. .... Zillow Mobile http://www.zillow.com/homedetails/48-Whidden-Ave-Hyannis-MA-02601/55849861_zpi.... 1/11/2012 48 Whidden Ave, Hyannis, MA 02601 - Zillow Page 2 of 2 Tax History Year I Property taxes %Changy.e I Tax assessment %Change 2011 $7,245 5.4% $718,000 0.2% x Zillow Mobile t http://www.zillow.com/homedetails/48-Whidden-Ave-Hyannis-MA'02601/55849-861_zpi... 1/.11/2012 File Edit _View Insert Format Records Tools Window Help L_question for help I ® a J o1_J - _ TORT OF EARN STABLE List ofPersom-Bc Street LAST NAMElam : f FIRST: LINDA !' MIDDLE: IL LIST OF PERSONS SUFFIX: TOWN OF t Doe: yao7i7sso BARNSTABLE GENDER: F -OCCUPATION: IRE BROKER --For Your , H OF H: Y Information and DOGS: 0 Pleasure-- STREET NO: JWHIDDEN AVE ZIP: 02601 Search by Street Name? lb Jr,Sr,etc.j. Street Name searches require either , MAIL ADD: JPO BOX 208 in that will show all the streets beginning with South) MAIL-TOWN: W HYANNISPORT MA 02672 Ave,Dr,Ln,Cir,Ct,Ter,St Ext,eta ff V PARTY: 0 REG DATE: 10/1611989 -PRECINCT: 13 60 TO NEXT RECORD?: r' CLOSE FORM: f Reoord: lU 3�"► ►i 14 of 3 L Q LUTE:.\':h LLC L..:ea Ln1Q'C'Aw s TO 0 - t::�: ir^rn' :9:W:e�C� i< TC!CO GW:Fp C rY.'iCa 4TFp - - -. V LLB 1•C.t L :�T'LtT c L: T'�— 4LLld. C L:T.i::4Ta^ - .. - .. .. - . • L": Ton: 4 i�:f': c C+:nLGr �[l L LT;K46K:L� - s Lp LL.':^2 Gea' • ^.:.:Li:n':�M:ILS c ._. LYX.i LG:Sr C CAI.Y::L:•-VC:Yr• - _ L Forn Vie„i NUM ® � ®Inbox M ®Perty To Evans.B... Engelsen... Parcel D... ,gpplicati... N�)AppGcati... Main Sys... swde Lieofper . � � 2:40 PM �+ VWN OF BARNSTABLE BUILDING PERMIT.APPLICATION ApplicatioParc 7F Map Health Division `Date Issued l.4 �lie Conservation Division `' Application Fee _ Planning'Dept: `Permit Fee e Date Definitive'Plan Approved by Planning Board Historic -; OKH Preservation / Hyannis Project Street Address _ I k-A Village Owner il P V Address Telephone 0 1a vvl. �qk, Permit Request � t a ec i.cJ i ICJ C 'o o/m ,Q,6o'u e, rkAd rf_ko� 4`y Ae'e-k C-s t3c) a,�X Square feet: 1 st floor: existing/ proposed � � 2nd Poor: existing]&proposed t Total new Zoning District R Flood PlainAq-EL/=Groundwater:Overlay Project Valuatid Construction Type aic-AQ Lot Size _/�. �7 /i{cre_� -� Grandfathered: '❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 0 Two Family ❑ Multi-Family (# units) _ Age of Existing Structure �� Historic House: ❑Yes 9(,,No On Old King's Highway: ❑Yes jug No Basement Type: g Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.)- Basement Unfinished Area(sq.ft) :360 Number of Baths: Full: existing__ new Half: existing new Number of Bedrooms: � existingnew Total Room Count (not including baths): existing I Q new�_First Floor Room Count Heat Type and Fuel: )Gas ❑ Oil ❑ Electric ❑ Other Central Air: S Yes ❑ No r. Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No �k��Que 6f%l Detached garage: existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing Anew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ � Commercial ❑Yes ❑ No If yes, site plan review# Current Use i � �( Proposed Use N ' APPLICANT INFORMATION o' r (BUILDER OR HOMEOWNER) c-n Name J2rxj42I,j . - - a - Telephone Number b ® ' Address /6 Ctl0a li(.e P—c,,Ad J License# � 6 0 Home Improvement Contractor# _,f 360o Worker's Compensation # Y_6tmav ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO DATE SIGNATURE - :,- rA, fr FOR OFFICIAL USE ONLY APPLICATION# } DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE 'F OWNER - •DATE OF INSPECTION: '7 -09 FOUNDATION '� � N � o FRAME ��'�' _ P O O ?-Z� t. Tr �.il _ e n a 94C "INSULATION FIREPLACE Y ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 4 c �L 1 `x DATE CLOSED OUT 'f ASSOCIATION PLAN NO. The Comfnonwecd(h ofMcLss"thUserrs Department of lndustria[Accidetfts- office of lnvestigatzon.9 600 Washington Street Boston, MA 02111 t r . ' www.mass.gov/dia. Workers' Compensation rnsura-nce Affidavit: Builders/Contractors(EIectTicians/P.lumbers _APPLicant Information Please Print Ledbly NaMc (Busincss/Organiza o.nf nd.vidual): City/Sta r-/Zip: i c,� 6 a Phone-#: Are you an employer? C eck the appropriate box: Type of project(required): 1. I am a croployer with_ � 4 ❑ I am a general contractor and I 6 ❑Kew construction . employees (fits].and/or part.timc).* have hired the stab-contractors Listed on the attached shaet 7. R-umodcling 2-❑ I am a sole proprietor or partner- These sub-contractors have ship and have no employees 8. ❑ D cmolitioil, employees and have workers' working for mo i n any capacity. 9. Building addition [No workers' ccrmli.•im rrarcc We i a c.Drpce.t S. �] We arc a corporation and its 10-0•Electrical repairs or additions rbgturcd.] officers bavc exercised their I l.❑Plmmbiag repairs or additions 3.0 Im a a homeowner doing all.work rig exemption per MGL myself, [No workers ht of comp_ 12-0 Roof repairs insurance Iequ�d_]t c. 152, §1(4), and we havt no employees. [No workers' 13.❑ Other comp.insurance rcglured.] *Any applicant that eheela.box#1 roust also fill out the section below showing their warkcrc'ron pmsation policy infommlion. tf,-H,� omeowners who submit this a5davit indicating they arc doingall work and then hire outside mnlrsetom must subrmt a new affdn it indicafmg such. *'-mtldctDu that cbcck this box must atfachcd an additional abed showing the name of the s com ub- taLttrrs and stale whctbct yr not thosC rnti4 is Iiavc anployees. If the sub-eonhaetorr have arlp)oy --EI they must pro'vi&their worka-s'comp,policy nurnbcr. f am an employer that is providing workers'compensation insurance for my employees. Below is the policy and jab site information lend 11��` Iosu amcc Company Nama: Policy#or Self-ins. Lie. #: Expiration Date: Job Sitc Address' ��\ /tx�e nV� o// City/StEa lzip: G �� Attach a copy of the workers' compensation policy declaration page (showing the policy n er and expiration date). Failure to sccurc covcragc as rcquirr-d under Section 25A of MGL c. 152 can lcad.to the imposition of cri inal penalties of a 5na iip to $1,5D0.D0 and/or one-year imprisonment as well as civil penaltir-s in the form of a S'�i OP WORK ORDER and a fine of up to$250.00 a day against the violator. Bc advised that a copy-of this statement may be forwarded to the Office of InYCStl atious of the DIA for ins nd-ricc coverage verification. I do ftereby certify.under the pains•and enallies of perjury rh,af the information providEd above,is true and correrl Si afore: Date: Phonc# c� O&�� --- Offzcinl use only. Do not trite in this area, to be completed by or town offrrlaL City or Town: PermitlLicense# Issuing Authority (circle one); 1. Board of Health 2.Building Department 3. City/Tovm Clerk 4.Electrical Inspector S.Plumbing Inspector 6. Other Contact Person: Phone#: Massachusetts Gcneral Laws chapter 152 requires all eroployers to provide workers' compensation for their employees: Pursuant to this statute, an ermpIcyee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual,partnership, association, corporation or other legal entity, or any two or more the Ic al rr- rescntatives of a dcccascd employer, or the t cute rise and including g p cn a cd in a joint g Of the forcgomg g g J rP cccciver or trustea of an individual,partnership, association or other legal cutity, employing employees. However the Dwner of a dwelling house having not more than thrcc apartments and who resides therein, or the occupant of the iwr,ling House of another who employs persons to do maintenance, construction or repair work an such dwelling house )r on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." v1GL chapter 152, §25C(6) also states that"every state or Iocal licensing agency shall withhold the issuance or - -enewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who Ilas not produmd•acceptable evidence of compliance with the insurance coverage required. additionally,MGL ohaptcr 152, §25C(7) states `Neither the commonwealth nor any of its political subdivisions shall:rater into any contract for the performance of public work undl acceptable evidence of compliance adth the zzL�ua'rce cquircmcnfs of this chapter have bccn presented to the contracting authority. ,pplicants lease fill out the workers' compensation off davit complctrly, by chccking the boxes that apply to Your situation and, it Of cccssa y,supply ro-contractors)namc(s), address(cs) and phone numbcr(s) along with their cati5catcs other Lsnrancc. Limited Liability Companies(LLC) or Limited LiabilityPartncrships (LLP)with no cmployccs other than the umbers or parfncts, arc not required to carry workcn' compensation in�,�,once. If an LI C or I L P d�cs have rrployccs, a policy is required Bc advised that this affidavit may be submitted to the Dcpartescat of Industrial ccidcnts for confirmation of.insurancc covcragc. ,Also be sure to sign and date the affidavit The affidavit should rctumrd to the city or town that the application for thn permit or license is being requested, not the Department of Austrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' )mpensalion policy,please call the Dcpartmcnt at tho number listed below. Self-msured companies should cntrr tbcir ;If-in n7anro liczmr,number on the appropriate lino. ity or Towle Officials case be sure that the affidavit is complete and printed legibly, The Dcpartoacnt has provided a space at the bottom 'the affidavit for you to fill out in the.event the Officesti of Invegations has to contact you regarding tho applicant case be sure to fill in the perr itlliccnse number which will be used as a refcrcnce number. In addition, an applicant it must submit multiple permit/license applications in any given year, nccd only submit onp affidavit indicating current lacy information(i.fnoacssary) arui under"Job Site Address" the applicant should write"all locations in (city or vn)."A copy of the af5c avit that has been officially stamped or marked by the city or town may be provided to the plicant as proof that It valid affidavit is on filc for futurc permits or licenses. A new affidavit.roust be 511rd out each ar.Where a hnmc owner or citizen is obtnin_;ng a license or permit not related to any business or corzsncrcial venture aVr-s etc.) said person is NOT rcquircd to complctz this aff davit IL dog license or pcmrit to bum lc r e Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, ase do nothcsitatr,to give us a call Department's address, tcicphonc•and fax number. The C6mmanwcalth of Massachusetts Dg3p tment of Iuclusizial AC�cIdQ:nts Office of Tuvestigat uns 600 washin n Street Boston, MA 02111 Tel. # 617-727-49-00 ext 4.06 or I-M-MASSAFB Fax # 617-727-7749. 11-22-06 www.ma.ss.gov/dia �0F ETa, Town of Barnstable Regulatory Services BARNSTABLE, - P �� �+ Thomas F. Geiler, Director FOMac" Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office.- 508-862-403 8 Fax: 508-790-623 0 Property Owner Must Complete and Sign Thzs.'Section 'If Using A Builder h , as Owner of the'subject property F hereby authorize (` �` to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner a Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. ., Town of Barnstable pF'CHE Tpty2on .. , Regulatory Services • Thomas F. Geiler, Director t Bwxxsrwgt.>;. MUS& " Budding Divislion Y�PT fDK A¢�A l$� Tom Perry,Building Commissioner 200 Main Strect, Hyannis, MA 02601 www.town.barnst2ble.ma.us flee: S08-862-4038 Fax: 508=790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state rip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and f posse ss a license provided that the owner acts as ers to engage an individual for hire who does no p ,P to all ow homeown supervisor. DEFINITION OF HOMEO�'YNER , Person(s) who owns a parcel of land on'which he/she resides or intends to reside, on which there is, or is intended to- be, a one or two-family dwelling, attached or detached structures accessory to such use and/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 c ork ezformed under the buildin emiit. (Section 109.1.1) responsible for all su h w p p. The undersigned"homeowner" assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. Th'e undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with'said procedures and. requirements. ;ignaturc of Homeowner ,pproval of Building Official Note: •Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the tate Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION ons The Code states that "Any homeowner perfonning work for which a building permit is required shall be excrript from the ' do such this section (Section 109.1.,1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such Drk,that such Homeowner shall act as supervisor:" Many homeowners who use this exemption arc unaware that they arc assuming the responsibilities of a superosor(sec Appendix Q, Acs&Regulations for Licensing Canatruction Supervisor:,Section 2.15) This lack of awareness often results in serious problems,particularly icn the homeowner hires unlicensed persons. In this cast,our Board cannot proceed against the unlicensed person as it would with a licensed pervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities rcquirc,as part of the permit application, dshe understands the responsibilities of a Supervisor. On the lasLpagc of this issue is a form currently used by 2 Floc homeowner cutify that h ,cral towns. You may care t amend and adopt such a fonn/ccrtification for use in your community. E LMG 8/26/Z006 8: 15 PAGE 002/00Z LMG, e13 e BARNS FABLE 2008 SEP 26 AM 8: 54 i il)erty Mutual Group Liberty P.O. Box 9090 N�utuala Dover,Mi..03821-9090 Telephone(800)653.7893 (603)-245-5330 September 26,2008 TOWN OF BARNSTABT F ATTN:BL DG DF•,PT 200 MAIN STREET HYANNIS, MA 02601- RE.- Certincate oP Workers Compensation Insurance t I Insured: BRUCE iv1 MT S DBA BPM J--'NTT:RPRISF.S 16 CROOKED POND ROAD HYANNIS, MA 02601 Policy Number: WC2-31.S-368828-018 Effective: 9/16/2008 Expiration: 9 /16/2009 Gc+vctagr-a.tfordF:d under.�Xlotkers Compensation T.�.ar of the following statc(s): MA. Egy l�gvere Liabilili( Sole Pr ?rietor/Pacmet Covera}g 1=,lcc.li.on: The worl�co'compcnsation Bodily Tn.jury By.Acci.dcnt: $ 1.00,000 Each Accident Policy clocsinot protndc Bodily Injuty by Discase: $ 100,000 Each Person cover Age fov BRUCE,M1LLr Bodily Injury by Dise9SC: $500 000 Policy Limits As of thil date, the above-referenced policylholder is insured by Liberty Mutual Fire InsuranccCo under the policy listed above, The in.sur.:tnce.afforded by the listed policy is subject to all the tenor,exclusions rind condi�ials,and is nnl. all;ered by any requirement,tcrrn or condition of any or other documents oath tcspecl:to whl'cli,thts cettifir.,ite ma.y be issued. This certificate is issued As a.ma.tte.r.of Information only and conl'ers ho right upon you,the certificate holder. This certifiDlt-e is Clot an WSUrmcc policy ovd.does not:atn.cnd,extc+id,or al.tcr the coverage afforded by the policy listed above. If this policy is cancelled before t;he stated expiration date.. T ibetty M`ut�ual will endeavor to notify you of such canccllation: AL)ITORI7E1.)RHPREsGNTATTVE 1.1B1:RTY MIMIAL INSURANCE GROUP TW C.aMfarnlo is exm djea by LIBERTY MUTUAI.-INSURL�CR GROUP nA m.'Poets s, bAroyinme mu Worded by dose compudm. Pzoduccr of Record: cc, Insured: BRUCE MJI LS KF.RRY I.NS AGCX INC DBA BPNI ENTERPRISES PO BOX 1945 16 CROOKED POND ROAD [.11r.A14NIS, MA 02601. NORTH EASTHAM, MA. 02651. REScheck Software Version 4.1.3 Compliance Certificate Project Title: Garage /Storage Addition Report Date:07/28/08 Data filename:Hiller.rck Energy Code: Massachusetts Energy Code Location: Hyannis,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 9% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 48 Whidden Ave Linda Hiller Kenneth Sadler Hyannis,MA 02601 48 Whidden Ave Kenneth Sadler Associates Hyannis,MA 02601 P.O.Box 1149, Hyannis,MA 02601 508.790.3922 Compliance:16.7%Better Than Code Maximum UA:96 Your UA:80 Ceiling 1:Flat Ceiling or Scissor Truss 255 38.0 0.0 8 Ceiling 2:Cathedral Ceiling(no attic) 286 30.0 0.0 10 Wall 1:Wood Frame,16"o.c. 131 15.0 0.0 9 Window 1:Wood Frame:Double Pane with Low-E 14 0.340. ' 5 Wall 2:Wood Frame,16"o.c. 154 15.0 0.0 11 Window 2:Wood Frame:Double Pane with Low-E 5 0.340 2 Wall 3:Wood Frame,16"o.c. 154 15.0 0.0 10 Window 3:Wood Frame:Double Pane with Low-E 22 0.340 7 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 551 30.0 0.0 18 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 4.1.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or I the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Name-Title Signat a Date Project Notes: Calculations are for addition only. REScheck Software Version 4.1.3 Inspection Checklist CNJ( Date:07/28/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: ❑ Wall 3:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor.6.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.340 . For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ When installed in the building envelope,recessed lighting fixtures#meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture has been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: Materials and equipment are identified so that compliance can be determined. 0 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Ll Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Ll Ducts are insulated per Table J4.4.7.1. Duct Construction: All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,are sealed using mastic and fibrous backing tape installed according to the P manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. Lj The HVAC system provides a means for balancing air and water systems. Temperature Controls: o Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. f • 0...:..M T:H... l�......... /tli...A.... A.I.I:ti.... - _.:,. Yw,,...a...�.�...,s.....,,r,a.�....,.,_..«....�....,..-_»...n......,,...,.,.,,..e.,+m...................x.-. ......,.�...... O..l A 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes - Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature ff) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-136 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Rangeff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) 0...:..,..T:.I... (�...,.,.,. 1 c....,.,.,, naa:.:....,.,.. .,..... ,..,.u:f_.. _.,,... .ate._,.,.. ,.8...,�-�._•...��. ..�n.m..:...z..,•....P...a o,.,... �,.9 . ` Boar of ui mng a ou�ation?a'n a C ���a�C� g tc g✓1�`�"` _tan ar s r . • Y on5truction Supervisor License «' Licens: CS 78687 1 Ex jrat on . �p 5/29/2010 Tr# 23005 4 Restriction 00" BRUCE P MILLS 16 CROOKED_ POND°RD HYANNIS, MA 02601 Commissioner 1 -\ 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: c Board of Building Regulations and Standards Registration:,,1,36003 One Ashburton Place Rm 1301 i Ezp�rat�fon 530/2010 Tr# 266107 Boston,Ma.02108 ,Type Ind�iuidual BRUCE P.MILLS`, BRUCE MILLS 16 CROOKED POND Not valid without.signature HYANNIS,MA 02601 Administrator REScheck Software Version 4.1.4 Compliance Certificate Project Title: Garage /Storage Addition Report Date:11/13/08 Data filename:Hiller.rck Energy Code: Massachusetts Energy Code Location: Hyannis,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 9% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 48 Whidden Ave Linda Hiller Kenneth Sadler Hyannis,MA 02601 48 Whidden Ave Kenneth Sadler Associates Hyannis,MA 02601 P.O.Box 1149 Hyannis,MA 02601 508.790.3922 Compliance:16.7°k Better Than Code Maximum UA:96 Your UA:80 Ceiling 1:Flat Ceiling or Scissor Truss 255 38.0 0.0 8 Ceiling 2:Cathedral Ceiling(no attic) 286 30.0 0.0 10 Wall 1:Wood Frame, 16"o.c. 131 15.0 0.0 9 Window 1:Wood Frame:Double Pane with Low-E 14 0.340 5 Wall 2:Wood Frame,16"o.c. 154 15.0 0.0 11 Window 2:Wood Frame:Double Pane with Low-E 5 0.340 2 Wall 3:Wood Frame, 16"o.c. 154 15.0 0.0 10 Window 3:Wood Frame:Double Pane with Low-E 22 0.340 7 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 551 30.0 0.0 18 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 4.1.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool th7a_tUr_e7 ter than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Name-Title GSO lDZO i Date Project Notes: Calculations are for addition only. REScheck Software Version 4.1.4 Inspection Checklist Date: 11/13/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation t Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: ❑ Wall 3:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor.0.340 For windows without labeled'U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Floors: ❑ Floor 1:All-Wood Joist/rruss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ When installed in the building envelope, recessed lighting fixtures meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture has been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are identified so that compliance can be determined. f 0 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Lj Ducts are insulated per Table J4.4.7.1. Duct Construction: Lj All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,are sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. 0 The HVAC system provides a means for balancing air and water systems. Temperature Controls: Lj Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: Lj All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: 0 HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Table is Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(OF) 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid T emp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(OF) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 .Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) T71c,"Ss s, fts _--c'1,,.� t. for:" :"i-A-1� if. cm v,.�u..ems'_ �.'�aF�.. � 3e�_--°•l. . Q Check Compliance 1.1 SCOPE \ WindSpeed(3-sec.gust)...................................................................................................................110 mph V IWind Exposure Category..........................................................................................:.....................................B 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)............................ P stories <_2 stones �l RoofPitch ..........................................................................(Fig 2).........................................R:._LZ<12:12 MeanRoof Height ..............................................................(Fig 2)................................................ ft <33' BuildingWidth,W...............................................................(Fig 3)................................................ ft <-80, BuildingLength,L .......................:......................................(Fig 3)............................................... ft 15 80' Building Aspect Ratio(LMI) .........Z <6...............:....................(Fig 4)..:....__..............---....._...............1:. :53.1 Nominal Height of Tallest Opening ...................................(Fig 4)............................................... 'g" 1.3 FRAMING CONNECTIONS General compliance with framing connections........-..........(Table 2)................................................................ 2.1 FOUNDATION Foundation Wails meeting requirements of 780 CMR 5404.1 concrete............................................................................................................................... ConcreteMasonry.................................................................................................................................... 2.2 ANCHORAGE TO FOUNDATION'' 5/8"Anchor Bolts imbedded or 518"Proprietary Mechanical Anchors as an alternative in concrete only \ Bolt Spacing-general..........................................(Table 4)...................................... ..... l> in. y Bolt Spacing from endpoint of plate ............................(Fig 5)..................................... in._6"-12" Bolt Embedment-concrete.........................................(Fig 5)............... .tQ in.>-7" T Bolt Embedment-masonry.........................................(Fig 5)............................................ in.>_15" PlateWasher...............................................................(Fig 5)..............................................a 3"x 3"x'/<" Y_ 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................:.............. (Fig 6}.........:�.). �....( <12'or L/2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................................ Maximum Floor Joist Setbacks / p Supporting Loadbearing Walls or Shearwall................(Fig 7)................................................ ft <d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall (Fig 8)...........:...:.._................................._ft <-d FloorBracing at Endwalls...................................................(Fig 9)............__..._......_............._.....__.......... \ Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)...... V Floor Sheathing Thickness.................................................(per 780 C R Chapter 55 .r,.._............. L in. Floor Sheathing Fastening..................................................(Table 2).�d nails at�in edge/ in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5).....:...................... ft <-10' Non-Loadbearing walls................................................(Fig 10 and Table 5)...........................Q ft 5 20 Wail Stud Spacing ........................................................(Fig 10 and Table 5).................. in._24"o.c. Wall Story Offsets .......................................................(Figs 7&8)...........................................Q_ft <-d 4.2 EXTERIOR WALLS3 Wood Studs \ Loadbearing walls........................................................(Table 5)..............................2x ft_in. V Non-Loadbearing walls................................................(Table 5)..............................2x -jFt)it_in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. WSP Attic Floor Length........: ............(Fig 11).....................:...:................... ft>-W/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................ _ft>-0.9W 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11)...........................................:................ 'i'... . ... . .. ........... ..... . ii .. _ ---- :�};ivc :f..?.?�C:,-.3t,( Est .. ....................... _ ._...._,.... . 117nd Zoiie , 11 j' niph 0 0 d 0! S F IF,I o 1." 11 Ai as. eck-111st lo-Ir Con, -i"Hance — tit� 5Y wsewl Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)..............(Table 7)......................................................... Non-Loadbeadng Wall Connections Lateral(no.of endnailed 16d common nails)...............(Table 8)-------_---------_-----------------............... Load Bearing Wall Openings(record largest opening but check all openings for compli Talle 9) anc 0 HeaderSpans .........................................................(Table 9)---_--------------------- ft in.:5 11, ft in.!�11' SillPlate Spans .......................................................(Table 9).................................. Full Height Studs (no.of studs)..................................(Table 9)--_-----------------_---------------_-----------2, Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Nj Header Spans............................................................(Table 9)................................k ft::�_in.5 12' Sill Plate Spans---.......................................................(Table 9)................................ ft,.;�in.<12- Full Height Studs(no.of studs)....................................(Table 9)....._................................................. Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously" Minimum Building Dimension,W Nominal Height of Tallest Opening2 ....... -11_':5 6'8. Sheathing Type............................................(note 4)..................if..less)_........_..__................... .. Edge Nail Spacing.......................................(Table 10 or note 4 FieldNag Spacing...-.-------------------------------------(Table 10)....... ....... ............... Shear Connection(no.of 16d common nails)(Table'10)................................................. Percent Full-Height Sheathing.......................(Table 10)---------------------------------- 5%Additional Sheathing for Wag with Opening>6!8'(Design Concepts)..................... Maximum Building Dimension,L .. Nominal Height of Tallest Opening2................................................................... 56-9- Sheathing Type ......................................... (note 4)...................................... Edge Nail Spacing........................................(Table 11 or note 4 if less)............ Field Nail Spacing.........................................(Table 11)............................................... In, Shear Connection(no.of 16d common nads)(Table 11)...............................4........................'q 4, �--j 0 Percent Full-Height Sheathing.......................(Table 11)................................................ 5%Additional Sheathing for Wall with Opening>68'(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?.............................................................._.......................................................... 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Too],see.BBRS Website) Roof Overhang ...................................................(Figure 19). ..........7 ft:5 smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.............................................. U ..(Table 12).............................................U�f7_ tf Lateral.......................................... (Table 12).....*"*...................****.............LT Shear...................-------------------------_(Table 12).............................................S- plf . _1_ Ridge Strap Connections,if collar ties not used per page 21...-.(Table 13)..............................T= Of Gable Rake Outlooker.........................................(Figure 20).............. ft:5 smaller of 7 or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U4171lb. Lateral(no.of 16d common nails)...(Table 14)............................ ........... -S'L_ Roof Sheathing Type................................................. (per 780 CMR Chapters 58 qr)d 59).................. Roof Sheathing Thickness......................................................................................Ya in.z 7/16"WSP Roof Sheathing Fastening..........................................(Table 2)...................................................... Notes: 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 GMR 53012.1.1 Item 1.If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 1 8a 2. Exception:Opening heights of up to 8 fL shall be permitted when 50/6 is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness.pressure treated#2-grade. A 11,C Guide to Wood Construi!tion in.f1ia h Ifind Areas: 110 inph fyind Zone Massachusetts Checklist for Comp;iancc (78O C R 5301.2.1.1)' 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows:. i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment 9 AWC Guide to €Food Construction in High Wind Areas: 11O t pir Wind Zone Massachusetts Checklist for C® pt-lance(7so CM 5301.m.1.1)1 WHEN T ms EDGE REMS ON FRAMING USESd MftS ATS'o c- !1 IJ Y 41 1 11 !t - N H /1 t� 11 !t /1 /1 11 IJ H o n } 3� u t i ■C / J CD 'ti ! z JI !t Q .1 IJ a ij u qt Ja >t u r t1 tl • JJ - !J!� r UQUME EDGE ------ �. WAfLSPACM PANU _ v' See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment r A WC Guide to Wood Constructio I n in High ff"ind Areas: 110inph WindZone ' Massachusetts Checklist for Compliance (7s0 C-*I.R 5301.2.1.1)' r d I c r , r or t• Q i , EDGE MCFEMEDIATE e 1 - , 5TAGGEEEU Y Mrl AJAlL PAT nERN PANEL PA CL EDGE DOUBLE NAIL EDGE SPACM D£TAL . Detail Verboal and Horizontal Nailing for Panel Attachment i VI. (Z7. ? ��z - y-...ro"` I•>.§°- :>1),? il' ,r .t s x .�" ? "Fly r.a Wood .s CJ B�. RV'goe t� _ :�;`.b.r. f��t�f y �--X�: ��. Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. .................................................110 mph WindExposure Category...............................................................................................................................B 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)............................ 2. stories <_2 stories RoofPitch ...........................................................................(Fig 2) ....,......................I..............S: 1 Z 512:12 --4 Mean Roof Height .................:................ ....... .....................(Fig 2).............................................a. .1a ft :533' v Building Width,W ...............................................................(Fig 3)........................................... .,t'Q ft <_80' BuildingLength,L ..............................................................(Fig 3)................................................ ft 5 80' Building Aspect Ratio(L/W ) ...............................................(Fig 4)................................................��_3:1 Nominal Height of Tallest Opening ..........(Fig 4).............................:...............(�_<_6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 a Concrete............................:.....................:........................................................................... ConcreteMasonry.................................................................................................................................... 2.2 ANCHORAGE TO FOUNDATION''3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an altemative'in concrete only Bolt Spacing—general..........................................(Table 4)...................................,{ 44J-in. _ Bolt Spacing from end/joint of plate ............................(Fig 5).....................................�-t� in.5 6"-12" �l Bolt Embedment—concrete.........................................(Fig 5)..............................................-]-► in.>_7" Bolt Embedment—masonry.........................................(Fig 5)............................................ in.>_15" Plate Washer................ (Fig 5)............: a 3"x 3"x'/." 3.1 FLOORS Floor framing member spans checked .:.........:..........:........(per 780 CMR Chapter 55).................................... V Full Maximum Height Wall Studs at FloorDimension Openings less than (Fig 6).......:.................... ft 5 12'or L/2 or W/2 P 9 an 2'from Exterior Wall(Fig 6)...........................�........... Maximum Floor Joist Setbacks rl Supporting Loadbearing Walls or Shearwall...... ........(Fig 7)................... s z ft <_d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)................................................:...._ft <_d , Floor Bracing at Endwalls...................................................(Fig 9)......................................................... ... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)..................... � Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55 ..................... _� in. Floor Sheathing Fastening..................................................(Table 2)..$d nails at. in edge/ in field 4.1 WALLS Wall Height . Loadbearing walls................................:...............:.......(Fig 10 and Table 5)........................... �ft :5 10, V Non-Loadbearing walls.................................................(Fig 10 and Table 5)........................... ft <_20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)..................CL in.<_24"o.c. Wall Story Offsets ........................................................(Figs 7 8,8)............................................d ft 5 d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..............................2x -- ft_in. Non-Loadbearing walls................................................(Table 5)..............................2x�- ft_in. \� Gable End Wall Bracing' Full Height Endwall Studs..........:.................................(Fig 10).................................................................. �I WSP Attic Floor Length.............................:...................(Fig 11)............................. .._............. ft>W/3 Gypsum Ceiling Length(if WSP not used)...:......:........(Fig 11).........................................��2 ft>_0.9W 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11)............................................................ __.`z. "`'3_S;is:_ ,fi §R tr."r,<: 3�..s2'. sF g.;...E>t€-E?Fr" '„ 9`':5 3 x�.:ax'';F.ss _:� �'_€�Y.. Ph s w » t p "�,. n " COP s! F 1@ 1 R 5301 J-1 I Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)..............(Table 7)........................................................2— Non-Loadbearing Wall-Connections Lateral(no.of endnailed 16d common nails)...............(Table 8)........................................................2 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) \ HeaderSpans ........................................................(Table 9).................................�ft in.<1.V \V Sill Plate Spans ........................................................(Table 9)..................................�ft m._11' \�L— Full Height Studs(no.of studs)...................................(Table 9)........................................................2 y Non-Load Beating Wall Openings(record largest opening but check all openings for compl' nce Table 9) .. Header Spans................ (Table 9).................................. ft in._s 12' �► Sill Plate Spans...........................................................(Table 9)............................... —ft_in.<_12" �1 Full Height Studs(no.of studs)....................................(Table 9)....................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W p g2 .. ._...... note 4 .....................................................1 Nominal Height of Tallest O ernn Sheathing Type.................................. ( ) Edge Nail Spacing.........................................(Table 10 or note 4 if less)...............1�,,,.. in. Field Nail Spacing.........................................(Table 10).................................................-�in Shear Connection(no.of 16d common nails)(Table 10)...................................................... 1 r i Percent Full-Height Sheathing................... (T ) ..........................(2.... able 10 .............. 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)............... Maximum Building Dimension,L Nominal Height of Tallest Opening2....................................................................(oa <6'8" SheathingType..............................................(note 4).................................................... ._� Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ 4L in. Field Nail Spacing..........................................(Table 11)................................................. in. Shear Connection(no.of 16d common nails)(Table 11)........................................................ Percent Full-Height Sheathing.......................(Table 11)...........................................:.....1'�% y 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts)..................... Wall Cladding \ , Ratedfor Wind Speed?.......:...................................................................:.................................................. v 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)...........—Tit ft s smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................Uz_Xr.Sf Lateral.............................................(Table 12)....................................... ....L j—J(alf Shear..........:....................................(Table 12)............................................S= pif Ridge Strap Connections,if collar ties not used per page 21.....(Table 13)..............................T_; plf Gable Rake Outlooker..........................................(Figure 20).............. ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls, Proprietary Connectors Uplift................................................(Table 14)............................................ Lateral(no.of 16d common nails)...(Table 14).......................................L=.... �! Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59).........:........ Roof Sheathing Thickness........................................................................................1Z,in.>_7116"WSP Roof Sheathing Fastening...............................:...........(Table 2).........................................................AAA Notes: 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps.per Figure 17 e. Comer Stud Hold Downs per Figure 18a 2. Exception:Opening heights of up to 8 ft.,shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness.pressure treated#2-grade. f DVI gas.`ice. 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story.construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment r F$WC Gxsdde to .a h R 31 .ph 3� id L T fi eki< J td 35 c s.. -%Vi 53Ut.2-3e � . � 4 y . 11 F THIS EDGEMMON ING USESd NAILS c 11 tl 1 is r1 1► - Y 1-t 11 �1 11 11 It It 11 it I 1 /Y H 7 tl tt 11 /l tl tl H 1 i zs 41 is It � n tt .1 11 It ii tt gp t 1t a is :.1 ' M 1 11 !► 7 _ w 11 tl' 11. ►1 its ► HAILSPAGING i t PAtdEt_ v See Detail on Next Page Vertical and Horizontal Mailing for Panel Attachment �a.51 �.!#; r r, h � � `�,��a� v✓�..2�.us'f'ac'. .(F�` aixa ;�� yr ,rp,Fe..„Pr:a-` r gyp_ CB�ed list, e fcvr t f ,t 1 , t 1 W �1 ti Q + 1 FRAAWG MEMBER$ Eil 1 l i � ED6ER+ITERMFDIAT� •� " 71 1 ---3_.�_�-__---- ---L- - ------- -----�- -�--- '� ¢ —_ 'o STAGGERED T MMd MAIL PATTERN � PANEL PAW!EDGE DOUBLE NAIL EDGE SPACMG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment vi. f Daniel E Braman,PE 189 Harbor Point Road Cummaquid,MA 02637-0361 Phone(508)362-6016 July 29, 2008 Ken Sadler Kenneth Sadler Associates P.O. Box 1149 Hyannis, MA 02601 Project: 14208 Linda L. Hiller Residence 48 Whidden Avenue. Hyannis, MA In answer to your request, I have reviewed the structural design of the steel beam, Sonotubes with Big Foot and column footing design for the above�prcject. In my opinion the design is structurally sound and meets the requirements of the Massachusetts State Building Code. Daniel E. Braman, P ®� DANI STRU Pr 0 . s t l . L 1'jx-U'1 v L . v viu v 1 V j u ..ua. ✓�. iyaa ,C LScensed to: Dan Braman, P.E. Job: Hiller, 4�8 Whidden, Hyannis Steel 'Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W10X22 Fy = 36. 0 ksi Total Beam Length (ft) = 22. 75 Top Flange Braced By Decking LOADS: Self Weight = 0. 022 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 22. 75 0. 165 0:165 0. 000 0. 000 0. 330 0. 330 SHEAR: Max V (kips) = 5 . 88 fv (ksi) = 2 . 41 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 33. 5 11. 4 0 . 0 1. 00 17 . 30 24 . 00 17 . 30 24 . 00 Controlling 33. 5 11. 4 0. 0 1. 00 � 17 . 30 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 2. 13 2. 13 Max + LL reaction 3. 75 3. 75 Max + total reaction 5.88 5. 88 DEFLECTIONS: Dead load (in) at 11.38 ft = -0 . 330 L/D 829 Live load (in) at 11. 38 ft = -0. 581 L/D .= 470 Total load (in) at 11. 38 ft = --0. 911 L/D = 300 ' 4 MW OPH NORROW WRLL flRREIN6 METHOD IRRMIN6 TIPS The APA Narrow Wall Bracing Method is a simple, site-built solution that allows builders to construct segments as narrow as 16 inches next to window and door openings. Be sure to check for these essential details when constructing.the APA Narrow Wall Bracing Method around garage openings. For complete information on the APA Narrow Wall Bracing method and its applications in locations other than. the garage,please see APA publication Narrow Walls That Work Form D420. �V, R ai Y 0 5 Wall Sheathing � r.t� must extend D a l � - o } k up over 35't. �`t�vp header °t3r �: oo no �.d` � # .�,•.� Sew 0� - O�,���_OS a �.� 311 o 0 t OAF O, 8,FOR >O 4 R Nail schedule 8d common g p EXTERIOR at 3"o.c. VIEW OF GARAGE :. � x OPENING i M A Wall sheathing ' 3 must extend up over o0 00 t headers n `'s oo oo � r Sheathing t joint at o 0 0 approx. Nail schedule o 0 0 0 { 3 mid height, _ 8d common at 3°o.c. o 0 0 0 0 { e e e b APA ' 3 � ,7<.._.u.,r._,.._ram _•-.. _-:._ _' ._ ., Extend header to king stud Nail top plate to header 0 s . with two rows glum &s of 16d nails s 64 at 3"o.c. m kPON w • o L 4 X # INTERIOR 3160 u a VIEW OF r GARAGE OPENING r y t o Install C r'' 0 1000-lb strap 2 anchor bolts with min. 2"x 2"x 3/16" { _ - plate washers z ' o Nail corner studs together ,, o s o 2 rows of 16d at 24"o.c. i . of Stud optional to o support interior finish Gypsum optional } 00 8d at '� Ji A 8d at 3"o.c. F ALB e (PLAN VIEW OF CORNER DETAIL) N K ' a We have field representatives in,many major U.S.cities and in Canada who DISCLAIMER z can help answer questions involving APA trademarked products.For additional The information contained herein is based on APA-The Engineered Wood o assistance in specifying engineered wood products,contact us: Association's continuing programs of laboratory testing, product research, and comprehensive field experience. Neither APA nor its members make any war- 0 APA - THE ENGINEERED WOOD ASSOCIATION rarity,expressed or implied,or assume any legal liability or responsibility for the HEADQUARTERS use,application of,and/or reference to opinions,findings, conclusions,or rec- 0 7011 So.19th St.•Tacoma,Washington 98466 ommendations included in this publication. Consult your local jurisdiction or 0O (253)565-6600•Fax:(253)565-7265 design professional to assure compliance with code,construction, and perfor- 3 mance requirements. Because APA has no control over quality of workmanship 0 or the conditions under which engineered wood products are used, it cannot W accept responsibility for product performance or designs as actually constructed. w Z C� Z W PRODUCT SUPPORT HELP DESK (253)62077400•E-mail Address:help@apawood.org APA r.,.N,. rAlr THE ENGINEERED PHILBROOK ENGINEERING & CONSTRUCTION 107 Beach Street,Dennis,MA 02638-1826 Phone—508-385-8682 E-mail—Tvarnphil@MSN.com BURDING CONSTRIJC 'ION Date: 13 November 2008 To: Mr.Paul Roma Building Inspector—Town of Barnstable From: T.Varnum Philbrook,P.E. RE: BILLER Garage Addition, 48 Whidden Avenue,Hyannis,MA Dear Mr.Roma, I am submitting back-up information on the design review I performed for Ken Sadler&Assocs. concerning this addition. Based upon our review the addition follows along closely to the Mass.AWC Checklist for Compliance and the WFCM 110 MPH Exp.B Guide. By construction this will be a fully sheathed garage. As such nailing,attachments and proper sheathing layouts will require final checks to ensure compliance to specified framing and nailing requirements. For common construction items; rafters,walls,headers and floors we used the Guide. For the non-Guide and Clip.3 Methods I switched to an Engineered Design 1AW Para.5301.1.3 in order to address the large beams and the front wall of the garage. Byway of summary general requirements include:. a.All plated-over&rafter seat cuts require Simpson H1 hurricane ties ' b.For connections at the bearing ridge the rafters require Simpson LUS28 hangers&LSTA18 strap ties c.The front garage wall will be portal framed IAW the APA Narrow Wall Bracing Method. The key here is the continuous spanning header beam which extends beyond the jack posts by 23"+each way. APA prescriptive requirements are included in the plans d.Anchor bolt spacing varies and is identified on the checklist. In order to get the 7"embedment length a minimum 10"bolt is needed for the single sill plate condition. e.The beam and connection framing for the Loft includes BC-CalCTM checks for the solid stick. The 2„d floor steel beam requirements include thru-bearing for all beam posts. Caps&bolting needs are shown The Checklist for Compliance along w/plans and details are attached. I continue the use of this narrative format for 7 h ed.jobs as we gain familiarity w/the requirements of the code. If you have any further questions please do not hesitate to contact me directly. Thank you. Respectfully, T. VARNUM PHILBROOK,P.E. Cell;508-364-1301 , as: Encls. OF N. Y� T. `JA?NUm N NO. 306a0 A tvp/encls �r)N � ENGINEERING FIELD REPO RTIWORKSHEET Project No Po8-`A$ 7REE7 PHILLSKUUK 107 SEACMS .__ _ ....-....- _-. . �_ .____ ---... __..... .... ...._ ..__ .. Sheet... 1_�f GENERAL DESCRIPTION Ken Sadler & Assocs. 508-790-3922 "7th ed. Narrative: 1-1/2 Story Cape 2 Car Garage Addition w/ Storage j --------- and Existing Deck Reconstruction on New Foundations j . i Location: HILLER, 48 Whidden Avenue, Hyannis, MA 02601 Construction: 211x 411/6" @ 16" o.c. Platform w/ Concrete Foundation• & ------------- Stick-built Wood Framed Deck on Concrete Piers 1 SPECIAL CONSIDERATIONS 1 — I Use Group(s) : R-4 (1 Family Residence) i ------------- "-` j Construction Type: 5B (unprotected) see separation below "w Misc-or Comments o Plan Review, Note Sizing & Layout 1 __= I ----------------- o. Design Reviews - Roofs, Beams, Headers & j Supports w/ Connections & Shearwalls o MEMO w/ Certification & Plan Notes i DESIGN CONSIDERATIONS Soil Data: - Site Plan or Boring Log available: NO - Preparer of plan or log: j - Direct Observation: YES, 6 APR 2007 I — from CC Atlas - Qbn; Gravelly-Sand, Pebbles USCS = SP_ SBC Class = -8- Specifics: Br(allow) _ _2,400 lb/sq ft i w/ 20% 'allowable width increase i Fire Data: 1 hr Separation between Private Garage and Residence ---------- including walls & ceiling Loads SBC Location #/sq ft Dur Note ---------------- ------------- ---------- -------- ------------------------ •1st Floor 50 1.0 Tbl. 5301.5 2nd Floor 40 1.0 Tbl. 5301.5 Attic 0 1.0 Non-expand Outside Decks (Balconys) 60 1.0 1Tbl. 5301.5 I Partitions: 2x4/6 12 1.0 Bear/Non-Bear WFCM 1&2 Family- Chp 3; Prescriptive Method for Snow & Wind UON- Snow - .m = 3/12 i 30 1.15 Tbl. 5301.2(5) Wind - Speed = 110 MPH 1.33 for EXP B Roof Pitch > 10' to 300 Mean Roof Heights = 20 ft Height & Exposure Coef. = 1.33 Tbl. 5301.2(3) Ref Pres (Horiz) Zone 4 -20 1.33 Tbl. 5301.2(2) Ref Pres (Vert) Zone 1 = -18 1.33 Tbl. 5301.2(2) Ref Pres (Vert) Zone 3 = -39 1.33 Tbl. 5301.2(2) & Engineered Design (IAW Para. 5301.1:3) for Main Ridge Beam/Columns Loadings I 1st Floor 2nd Floor Attic Roofs Deck ---------------- ---------- -- ---------- ------- -------------------------- LIVE LOAD I 50 40 0 30 60 ---------- ------------- ------ -- -------- -------------- --- DEAD LOADS I ' 50 12 --- 7 13 _- 8 -- Misc 12"x 10" Joists, 2"x 8" Stick Roofs w/ DL&SC DESIGN TOTAL 1, 100 55 10 '45 — 70 w/ round I w/ 5% on DL Tbl. 3.4 NET UPLIFT (10' to 30') ( ) .67( ) = lb/sq ft `-190 w/ Overhangs ((-18) - .6 x (15) _ -9 lb/sq ft -198 P82-FRW-7 i C PHB,ROOK Si ENGILINEERING FIELD REPORTMORKSHEET { Project No. PoS�y� v 107 BEACH STREET '•. Sheet No: 2' Of 2 I i DENNIS.MA 02838 __._..._ -__..._.._.-_ . ..... ........__-_ GENERAL DESCRIPTION Ken Sadler & Assocs. 508-790-3922 7th ed. Narrative: 1-1/2 Story Cape 2 Car Garage Addition w/ Storage �- ---------- and Existing Deck Reconstruction on New Foundations Location: HILLER, 48 Whidden Avenue, Hyannis, MA 02601 DESIGN ANALYSIS: I Engineered Design (IAW Para. 5301.1.3) for Ridge & Floor Beam & Floor Joists Main Ridge Beam; 5.25"x 1411 Versa-Lam 2.0 SP Wul = (30+15)x 211/2 + 20 = 495 lb/lf 1 Span; 221611 Mmax = 31;325 ft-lb <« 1 Span; 31911 (cantilever) Mmax = 14,768 ft-lb ;fit` I 1 Span; 1719" Mmax = 3,030 ft-lb DEFinax = .9511 w/ .85 DEFact = .55" OK - BC-Calc® `u^ Front Garage Header Beam; 3.511x 11.2511 Versa-Lam 2.0 SP Wul = (30+15)x 211/4 + 100 = 335 lb/lf Wul = (40+15)x 221/4 + 15 = 320 lb/lf 2 Spans; 91611 ea Mmax = 7,389 ft-lb By Inspection - Not Checked OK by Design Check Steel Floor Beam; W10x26 ASTM Grade 36 Wul = (40+15)x 221/2 + 30 = 635 lb/if 1 Span; 22' 6" Mmax = 40,183 ft-lb . DEFinax = .95" w/ .85 DEFact = .8811 OK - EnerCalcV Check Garage Shear Lines - Roof & Ceiling - Prescriptive Tables 3.17A & 3.17B Height Ratio Wind Req. Len Eff. Len Zone 1; Garage Walls 1081, perp 5.8 16 - OK' i (3111) parll 4.1 0 - NG! (1.� �- (1.) Garage Portal Wall - APA Narrow Wall Bracing Method Minimum Wall Length to Full Height Plywood = 1811 (6:1) for 9' wall', & Actual Wall Lengths to Full Height Plywood = 21" & 23"+ (-4.8:1� Provide bolts and perscriptive plywood, header, nailing & connections 1 OK by APA Narrow Wall Design i oo i I VU O� - //,.. " t� T. VARNUM yGr�j °i Plil!_3K �!'� {�II�C�Fir�.hliCAL t No. 306r0 I i F`Ss(0m i I P82-FRW-7 i BOFSE" Single 5-1/4" x 14 VERSA-LAM® 2.0 3100 SP Roof Beam1RB01 BC CALC®2.0 Design Report-US 2 spans I Right cantilever 10112 slope Sunday, November 09,200817:34 Build 276 File Name: BC CALC Project Job Name: HILLER Garage Addition Description: RB01 Address: Specifier. City, State, Zip: , Designer: . T.Vamum Philbrook, P.E. Customer: KEN SADLER ASSOCS Company: PHILBROOK ENGINEERING Code reports: ESR-1040 Misc: Project No: P08-48 12 22-06-00 03-06-00 y BO,3-1/2" B1,3-1/2" DL 1,976 Ibs DL 2,657 Ibs SL 3,580 Ibs SL 4,697 Ibs Total Horizontal Product Length=26-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Snow Load Unf.Area(psf) Left 00-00-00 26-00-00 15 30 10-06-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 30,033 ft-Ibs 60.0% 115% 193 1 -Internal Completeness and accuracy of input must Neg. Moment -3,021 ft-Ibs 6.1% 115% 194 2-Left be verified by anyone who would rely on End Shear 4,837 Ibs 30.1% 115% 193 1 -Left output as evidence of suitability for Cont. Shear 4,980 Ibs 31.0% 115% . 3 1 Right particular application.Output here based Total Load Defl. U240(1.113") 99.9% 193 1 on building code-accepted design 0.726" 97.8% 193 1 properties and analysis methods. Live Load Defl. U368 ( ) Installation of BOISE engineered wood Total Neg. Defl. -0.545" 72.7% 193 2-Cantilever products must be in accordance with Span/Depth 19.1 n/a 1 current Installation Guide and applicable building codes.To obtain Installation Guide Allow %Allow or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation. BO Post 3-1/2"x 5-1/4" 5,556 Ibs n/a 35.16/6 Unspecified BC CALM,BC FRAMER®,AJS-, B1 Post 3-1/2"x 5-1/4" 7,354 Ibs n/a . 46.4% Unspecified ALLJOISTO,BC RIM BOARD- BCI®, BOISE GLULAM rm,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Cautions PLUS®,VERSA-RIM, For roof members with slope(1/4)/12 or less final design must ensure that ponding instability VERSA-STRAND®,VERSA-STUD®are will not occur. trademarks of Boise Wood Products, For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow L.L.C. surcharge load. Notes Design meets User specified(U240)Total load deflection criteria. Design meets User specified(U360)Live load deflection criteria. Page 1 of 1 T.Vamum Philbrook,P.E. Title: HILLER Garage Beam Job# P08-48 PHILBROOK ENGINEERING Dsgnr: 107 Beach Street Project Desc.: Dennis,MA 02638 Project Notes: Office: 1-508-385-8682 Email: Tvam hil MSN.com Printed:9 NOV 2008,5:03PM Steed Beam Design File:C:lDocumentsandSetfingslT.VamumPhiltmook\WDocuments\ENERCALC Data Fleshisc-t.ec6 ENERCALC,INC.1983-2008,Ver.6.0.19, N:10467 Description: Dropped Garage Beam Material Properties Calculations per IBC 2006,CBC 2007,13th AISC Analysis Method: Allowable Stress Design Fy:Steel Yield: 36.0 ksi Beam Bracing: Beam is Fully Braced against lateral-torsion buckling E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending Load Combination 2006 IBC&ASCE 7-05 D 0.195E 0.44 .> > ;_ .,_.,�zr - _�.F .��s 3a ,_a> ._.____ "c �__,.,�r_ �' -��u4 ram,.�,.-. s_._°'• ��-��' ;1, . W10X26 L 22.50 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load: D=0.190, L=0.440 k/ft, Tributary Width=1.0 ft DESIGN SUMMARY r- Maximum Bending Stress Ratto = 0.709: 1 Maximum Shear Stress Ratio- Section used for this span WI OX26 Section used for this span W10X26 Mu:Applied 39.865 k-ft Vu:Applied 7.0875 k Mn/Omega:Allowable 56.228 k-ft Vn/Omega :Allowable 38.5632 k Load Combination +D+L+H Load Combination +D+L+H E Location of maximum on span 11.326ft Location of maximum on span 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward Live Load Deflection 0.614 in Max Upward Live Load Deflection 0.000 in Live Load Deflection Ratio 439 Max Downward Total Deflection 0.879 in Max Upward Total Deflection 0.000 in Total Deflection Ratio 307 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma-Max Mnx Omega*Mnx Cb Rm Va Max Vnx Omega*Vnx Overall MAXimum Envelope +D Dsgn.L= 22.50 It 1 0.709 0.184 39.87 39.87 93.90 56.23 1.00 1.00 7.09 57.84 38.56 Dsgn.L= 22.50 ft 1 0.214 0.055' 12.02 12.02 93.90 56.23 1.00 1.00 2.14 57.84 38.56 +D+L+H Dsgn.L= 22.50 It 1 0.709 0.184 39.87 39.87 93.90 56.23 1.00 1.00 7.09 57.84 38.56 +D+Lr+H Dsgn.L= 22.50 ft 1 0.214 0.055 12.02 12.02 93.90 56.23 1.00 1.00 2.14 57.84 38.56 +D+0.750Lr+0.750L+H Dsgn.L= 22.50 It 1 0.585 0.152 32.90 32.90 93.90 56.23 1.00 1.00 5.85 57.84 38.56 Overall Maximum Deflections-Unfactored Loads Load Combination `Span Max.""Defl Location in Span Load Combination Max."+"Dell Location in Span D+Lr+L 1 0.8793 11.326 0.0000 0.000 Maximum Deflections for Load Combinations -Unfactored Loads Load Combination Span Max.Downward Defl Location in Span Max.Upward Defl Location in Span D Only 1 0.2652 11.326 0.0000 0.000 L Only 1 0.6141 11.326 0.0000 0.000 Lr+L Only 1 0.6141 11.326 0.0000 0.000 D+Lr+L 1 0.8793 11.326 d 0.0000 0,000 Maximum Vertical Reactions-Unfactored Support notation,:Far left is#1 Load.Combination Support 1 Support 2 • T.JVa;num Philbrook,P.E. Title: HILLER Garage Beam Job# P08-48 PHILBROOK ENGINEERING Dsgnr. 107 Beach Street Project Desc.: Dennis,MA 02638 Project Notes Office: 1-508-385-8682 Email: Tvam hil MSN.com Printed:9 NOV 2008,5:03PM Steed Beam Desl n FIe:C:lDocumemts and SettingsiT.VannumPhilbrooklMyD6cumeMsIENERCALC Data Fileshisc-l.ec6 g ENERCALC,INC.1983-2008,Ver.6.0.19, N:10467 Description: Dropped Garage Beam Maximum Vertical Reactions•Unfactored Support notation:Far left is#1 Load Combination Support 1 Support 2 D Only 2:1138 2.138 L Only 4.950 4.950 Lr+L Only 4.950 4.950 D+Lr+L 7.088 7.088 Steel Section Properties : W1OX26 Depth = 10.300 in I xx = 144.00 in^4 J ' = 0.402 in^4 Web Thick = 0.260 in S xx = 27.90 in"3 Cw = 345.00 in"6 Flange Width = 5.770 in R xx = 4.350 in Flange Thick = 0.440 in Zx = 31.300 in"3 Area = 7.610 in^2 I yy _ 14.100 in^4 Weight = 25.904 plf S yy _ 4.890 in^3 Wno = 14.200 in^2 Kdesign = 0.740 in R yy 1.360 in Sw = 9.030 in^4 K1 = 0.688 in Zy = 7.500 in"3 Of = 5.980 in"3 rts = 1.580 in rT = 1.540 in Qw = 15.400 in^3 Yog = 5.150 in TOWN OF BARNSTABLE BUILDING PERMIT.APPLICATION Map Parcel Application Health Division ���J _ Date Issued Conservation Division Application fee Tax Collector Permit Feeq Treasurer Planning Dept. (� Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project-Street Address�. wVillage� OA QQ-6-V Owner--7 �Iu�O��c , HWgA, f`Address--Ja4,k . Telephone_ Permit Request , a / " ��r� /`�C Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District _Flood Plain , Groundwater Overlay !:Valuations-y j Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room ount c 3 Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other # Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/c a stove: 5Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑ex ting Llq.ew site C Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: co m _ --Zoning Board of Appeals Authorization- ❑ -Appeal#-- - T - -=� - - `Recorded❑_ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use �UII:DER INFORMATION Name Telephone Number D DW61-0 0 16a / Addres License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE , ! `—D Ew—_74 7� 06_- FOR OFFICIAL USE ONLY APPLICATION# i DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: ° FOUNDATION p FRAME INSULATION O FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ° ASSOCIATION PLAN NO. The Commonwealth of Massachusetts : Department oflndustrial accidents Offee of Investigations• p _ 600 Washington Street Boston,Mt.( 02111' www.massgov/dia ' Workers''Compensation InsurAnce Affidavit: Builders/Contractors/Eleetricians/Plumbe.rs =A-A Rant Information Please Print Le gib Name(Business/Organization/Individual): �v\ ' Id • �Address.• „� � tr C Rs'Tat Phone.#: Are.you an employer?Check the appropriate boar: :Type of project(required):, 1.[] I.am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction . employees(full apolor part-time).* • have hired the gab contractors listed on th.e'attached sheet 7. ❑Remodeling 2.❑ I am a'sole proprietor or partner- ; ship and have no employees These sub-contractors have g• ❑Demolition' �worldn for me in an capacity. employees and have workers' g y $. 9. ❑Building addition [No workers' comp.insurance comp,insurance. 10.0 Electrical repairs or additions required] 5. ❑ We are a corporation and its have exercised their 'I L Plumbin repairs'3�I am a homeowner-doing�n" officers al1work . ❑ g or additions � : 3 right bf exemption per MGL .,myself"[No workers'comp. • 12•❑Roof repairs incnrance,re ed fi c• 152, §1(4),and,we have no 4 ]' employers.CN o workers' 13.❑Other �.�.., t. ;�,." comp,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy infmmation. t fiomeownera,who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating'such. *Contractors that check this box must attached an additional sheet showing the name of the Sub-contractors and state whether ornot those entities have employees. If the sub-contractors have employees,they must provide:their workers'comp.poicy number. I err'an employer that is providing workers'compensation insurance for my employees. Below is Ike policy and job site' information. Insurance Company NMne: Policy#or Self-ins.Lic,#: Expiration Date: - Job Site Address: 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 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 WORKDRDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to tbe.Office of' Investigations of the f)IA for insurance co verification -_ Ido hereby certify under th pains-and penalties ofperjury that the information provided abo a is true and correct. CZS t atiiire Date•.. .` ' Phone#: official use only. Do not.wrlte 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 ' Town of Barnstable 1HE tp�� Regulatory Services ' Thomas F.Geiler,Director r ' BARNSTABLE, s' f p 639. Building Division zb39. ,m g AlFD�"py A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Kwcwv.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-796-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATES 4..L O JOB,LOCATION:_ D �nkc�• - .�M ^ number street U v'llage HOMEOWNE_R4"r �_,�9��e� �1.^:SlJ�it/ name ( home phone# work phone# CU RENT MAILING ADD RESS C}-�Uli city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER, I + Person(s)who owns a parcel of land on-which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/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 responsible for all such work performed under the building Remit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations: The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. nn Qsigna ure 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 homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption'are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,. Rules&Regulations for Licensing Construction Supervisors,Section 2,15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fomn/certification for use in your community. oFTHE r Town of Barnstable 0 Regulatory Services • r • sa MASS. Thomas F.Geiler,Director v mass. � ' 019. 0. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 a' Property Owner Must Complete and Sign This Section p g If Using A Builder as Owner of the subject property f hereby authorize 'e to act on my behalf, in all matters relative to workVauthorized bythis buildingpermit application for: P pP (Address of Job) rf Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners .License Exemption Form on the reverse side. i j W Vklk)AY ----------------------------- Q�Q Town of Barnstable *Permit#` M-70Co Expires 6 mond:s from issue date Regulatory Services. Feed Thomas F.Geiler,Director Building Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www,town.barnstable.ma.us . Office: 508-862-4038 Fax: 508-790-623 EXPRESS PERMIT APPLICATION RESIDENTLAI. ONLY 2 Not Valid without Red X Press imprint Map/parcel Number % 6-l Property Address Y L1 = (Lee— Value Residential of Work q Q Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) —� ❑Workman's Compensation Insurance Check one: ❑ am a sole proprietor ePRESS PERMIT am the Homeowner ❑ I have Worker's Compensation Insurance SEP 2 6 2007 Insurance Company Name r TOWN OF BARN�TABWtE Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) [P/Re-roof(stripping old shingles) All construction debris will betaken to &t,40S4e,- Re-roof(not stripping. Going over existing layers of roof) ZRe-side P/Replacement Windows/doors/sliders. U-Value (maximum.44) ------ *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. `. A copy of the Home,Improvement Contractors License is'r.OgWed SIGNATURE: Q:Forms:expmtrg Revise061306 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 , www.mass.gov/dza Workers" Compensation Insurance.Afildavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organizatio dividual� . L p,V C'1G`l (7j! •Address: g iA; Qkk e q t — City/State/Zip: 046L01 Phone.#:_ 5�6'_7 Are you an employer? aack the appropriate box: Type of project(required):• 1.[7 I am a employer with 4. I am a general contractor and I . employees(full and/orpart.time). have hired the su'b-contractors 6• ❑New construction . 2.❑ I am a'sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employees 'These sub-contractors have g, Demolition working for me in any capacity. employees and have workers' [No workers' comp, insurance comp, insurance.$" 9• []Building addition equired.] 5. [] We are a corporation and its I0.❑Electrical repairs or additions 3. am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself: [No workers' camp, right of exemption per MGL insurance,required.] t c. 152, §1(4),and we have no 12.[l�Roof reppairs employees, [No workers' . •13.❑ Other J comp, insurance required.] • �• ' 'Any applicant that checks box A must also fin out the section below showing their workers'compensation policy infarmation. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether ornot those entities have employees, If the sub-contractors have employees,they must providb 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:_ Policy#/or Self-ins.Lic.M Expiration Date: Job Site Address: 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 6. 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 penaltm in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insuance coverage verification I do hereby certify;ender the pains"and penalties of perjury that the information provided shove is true and correct Sienature; Date: LIL LO-7 _ Phone #: F6O use only. Da not write in this area,'fo be completed by city or town official Town: Permit/License# Authority(circle one); of Health 2.Building Department 3. City/Town CIerk 4.Electrical Inspector 5.Plumbing Inspector Person: Phone#: rV .3i :y • �oFTHET Town of Barnstable Regulatory Services t3Atttvsrest e t Thomas F.Geiler,Director tAss. 039. .�� Building Division pTED MA'I A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-623 0 HOMEOWNER LICENSE EXEMPTION Please Print DATE: C) JOB LOCATION:— �B Le.c.�sz, (Y} 1 • O number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or.two-family dwelling,attached or detached structures accessory to such use and/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 responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes; bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable.Building Department. minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 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 homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fom-/certification for use in your community. Barnstable Assessing Search Results Page 1 of 3 ,6yN[r ke l'�fiAR1%r�fALIY. %c. { F l M1 Home: Departments:Assessors Division: Property Assessment Search Results New Search New Interactive Maps 2007 Owner: Assessed Values: HILLER, LINDA L 48 WHIDDEN AVENUE Appraised Value Assessed Value Map/Parcel/Parcel Building Value: $217,500 $217,500 Extension 324 /070/ Extra Features: $7,300 $7,300 Outbuildings: $ 1,500 $1,500 Mailing Address Land Value: $472,700 $472,700 HILLER, LINDA L Totals $699,000 $699,000 48 WHIDDEN AVE HYANNIS, MA. 02601 2007 REAL ESTATE Tax Information: Tax Rates: (per $1 ,000 of vs Community Preservation Act Tax $ 132.53 Fire District Rates Barnstable-All Classes C.O.M.M. -All Classes Hyannis FD Tax(Residential) $ 1,076.46 Cotuit FD-All Classes Hyannis-Residential Town Tax(Residential) $4,417.68 Hyannis-Commercial Hyannis-Personal W Barnstable-Resident W Barnstable-Commer W Barnstable-Personal Total: $5,626.67 Construction Details Property Sketch Legend Building Property Sketch 8 Building value $217,500 Interior Floors Pine/Soft Wood http://www.town.bamstable.ma.us/assessing/assess06/displayparcelO7map.asp?mappar=32... 6/28/2007 Barnstable Assessing Search Results Page 2 of 3 e Style Cape Cod Interior Walls Drywall MT[I300] Model Residential Heat Fuel Oil Grade Average Plus Heat Type Hot Water � Stories 1 1/2 Stories AC Type None � � Exterior Walls Wood Shingle Bedrooms 3 Bedrooms IL ' Roof Structure Gable/Hip Bathrooms 2 Full '. , ar Roof Cover Asph/F GIs/Cmp living area 1945 � � Replacement Cost $271885 Year Built 1940 Depreciation 20 Total Rooms 9 Rooms Land CODE 1040 Lot Size (Acres) 0.47 AsBuilt Card N/A Appraised Value $472,700 iew Inter; Assessed Value $472,700 Sales History: Owner: Sale Date Book/Page: Sale Price: HILLER, LINDA L Nov 9 2006 12:OOAM 21510/232 $ 100 HILLER, HILLIARD JR& LINDA Jul 15 1992 12:OOAM 8093/272 $95,000 HILLER, HILLIARD Jul 15 1992 12:OOAM 8093/269 $ 1 HILLER, HILLIARD Jan 15 1988 12:OOAM P1267-El $ 1 HILLER, MARY M-792 6796/ 195 $ 1 HILLER, HILLIARD 636/47 $0 HILLER, HILLIARD M-792 8093/269 $0 Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value FPL2 Fireplace 1 $2,400 $2,400 FGR2 Garage-Avg 180 $ 1,500 $ 1,500 BFA Bsmt Fin-Aver 360 $4,300 $4,300 FPO Ext FP Opening 1 $600 $600 Property Sketch Legend BAS First Floor, Living Area FST Utility Area (Finished Interior) UAT Attic Area (Unfinished) BMT Basement Area (Unfinished) FTS Third Story Living Area UHS Half Story(Unfinished) (Finished) Second Story Living Area http://www.town.bamstable.ma.us/assessing/assess06/displayparcelO7map.asp?mappar=32... 6/28/2007 f Barnstable Assessing Search Results Page 3 of 3 CAN Canopy FUS (Finished) UST Utility Area (Unfinished) FAT Attic Area (Finished) GAR Garage UTQ Three Quarters Story (Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS FUII Upper2nd Story (Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area wDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story (Finished) http://www.town.barnstable.ma.us/assessing/assess06/displayparcelO7map.asp?mappar=32... 6/28/2007 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA RESIDENTIAL PROPERTY MAP_NO.. LOT NO. FIRE DISTRICT STREET Trlhidden: Ave. Hyannis SUMMARY 324 70 -1'a LAND �_�r•: OWNER r/`�''t�Gr-2...•r r� �!/`C-�E<: TOTAL �02 LAND RECORD OF TRANSFER DATE BK PG I.R.S. REMARKS: BLDGS. TOTAL Hi i l P' Hilliard I-4ary V io,2h.h5 636 47 LAND a BLDGS. TOTAL 6t..- LAND BLDGS. TOTAL LAND BLDGS. TOTAL — LAND BLDGS.' TOTAL LAND BLDGS. TOTAL 'LAND INTERIOR INSPECTED: / BLDGS. DATE: 7 LAND - ACREAGE COMPUTATIONS ,'c��) S i O BLDGS. ND TYPE # OF ACRES PRICE TOTAL DEPR. VALUE L S TOTAL HousE °�c Z o o '1 5 f � a tom 5 0 ✓ LAND CLEARED FRONT BLDGS. REAR TOTAL I WOODS&SPROUT FRONT LAND REAR BLDGS. j °' - ' WASTE FRONT TOTALL REAR AND 0) BLDGS. TOTAL - I LAND BLDGS. LOT COMPUTATIONS LAND FACTORS TOTAL FRONT DEPTH STREET PRICE DEPTH% FRONT FF.PRICE TOTAL DEPR. COR. INF. VALUE HILLY TOWN SEWER LAND /02 O ROUGH TOWN WATER BLDGS. HIGH GRAVEL RD. TOTAL LOW DIRT RD. LAND SWAMPY NO RD. BLDGS. Conc. Blk.Walls Bsmt.Rec.Room St. Shower Bath Bsmt. PURCH. DATE (;onc. Slab Bsmt.Garage St. Shower Ext. Walls PURCH. PRICE. Brick Wafts Attic FI. &Stairs Toilet Room Roof ' RENT Stone Walls Fin.Attie Two Fixt. Bath Floors — �3 Piers I NTE RIOR FINISH Lavatory Extra � W� ❑smt. F '1 2 3 Sink r/ r/ Plaster Water Clp.Extra Attic- ! 6a EXTERIOR WALLS Knotty Pine Water Only Double Siding Plywood No Plumbing Bsmt. Fin. V - y /3 �4 Single Siding Plasterboard Int. Fin. �1) Shingles lL TILING y ;onc. Blk. G F P Bath FI. Heat /Z Face Brk.On Int.Layout Bath W.&Wains. Auto Ht. Unit Veneer Int.Cond. Bath FI.&Walls Fireplace Com. Brk.On HEATING Toilet Rm.FI. /� •/ - Solid Com. Brk. Hot Air Toilet Rm.FI.&Wains. Plumbing •3/• .�� ✓, / k.s -- g Tilin 1' Steam Toilet Rm.Fl.&Walls rJ 6 41 Blanket Ins. Hot Water St. Shower hoof n4or Air Cond. Tub Area Total _— Floor Furn. 7HS�z► _ . . . . . . PROOFING COMPUTATIONS Asph. Shingle Pipeless Furn. S.F. Wood Shingle No Heat S. F. Z QO Asbs. Shingle Oil Burner Co ✓ i S.F. i 0 7- n Slate Coal Stoker � S.F. Tile Gas F. ROOF TYPE Electric S. OUTBUILDINGS Cable Flat S.F. 1 2 3 4 5 6 7 8 9 10 1 213 4 1 5 6 7 8 9 10 MEASURE[ Hip Mansard FIREPLACES S.F. Pier Found. Floor Gambrel Fireplace Stack / Wall Found. 0.H.Door / LISTED FLO R Fireplace /Conc. Sgle.Sdg. Roll Roofing -_ — LIGHTING Dble. $dB• Shingle Roof Earth No Elect. Pine Shingle Walls Plumbing DATE Hardwood ROOMS Cement Blk. --7 _ Electric Asph.Tile Bsmt. 1st TOTAL Zq 050 Brick Int.Finish PRICED Single _^ 2nd 1 j 3rd FACTOR i--+t4+ REPLACEMENT •, HOC UPANCY CONSTRUCTION SIZE AREA CLASS AGE REMOD. COND. REPL. VAL. Phy.Dep. PHYS. VALUE Funct.Dep. ACTUAL VAL. DWLG.' S t— � Fl?s s' � a-�105 �� a. oa � OX / fi 2 ,� ,� P �� x i a� o 3 4 5 _ 6 8 9 10 TOTAL ::::.:....:...:::. . :..:. :::. >::: MING .........:..:.... :: :HILLER H. �.. HIDDEN is HYANN••IS ` ::::::..... ZONING .................................... ... .:.::.:.. .................: GAL. . P'. ?? nw:n:w:. :w:•..::.::ivv. •:. 4itii:w: •. :>: €? SEARCH d 'ROPERTV ADDRESS I ZONING (DISTRICT CODE SP-DISTS.I DATE PRINTED I CSTATE PARCEL LASS I PCS I NBHD KEY NO. 0048 WHIDDEN: AVENUE 07 RB 400 07HY. 07/09/95 1041 . 00 70AC R324 070 LAND/OTHER FEATURES DESCRIPTION ADJUSTMENT FACTOR$ T,, UNITADJ'D.UNIT Lana ey/Dare S�:e D,men<,on LOC./VR.SPEC.CLASS ADJ. COND. P PRICE PRICE ACRES/UNITS I VALUE Description HILLER.- HILLIARD MAP- CD, FF De m/Ac,es E #LAND 1 J -85,300 CARDS IN ACCOUNT - L 10 18LDG.SIT 1 X .508=14C 150 125 64999.9S 170624.9 .50 85300 #BLDG(S)-CARD-1 1 . 133,100 01 OF 01 4 - #OTHER FEATURE 1 ; 1.000 OST 219400 BATHS 2.0 U X C= 100 7000.0C 7000.00 1.00 7000 a #PL 48 WIDDEN AVE HY' MARKET 205600 12 BSMT S X ( C= 100 3.2 3.2 1238 4000-8 #DL LOT.184 INCOME SSMT_RM S 12 X 30i C= 100 45.1 45.1 360 16200 a #RR 1825 _0162 SE A F.L LPLACE U X C= 100 3100.0 3100.00 1.00 , 3100. 8 APPRAISED VALUE 0 EXT FIREPL U X C= 100 1300.00 131130.0C 1.00 1300 8 A i RG1 DETGAR S 10 X 18 194 C= 24 22.3 5.3 180 1000 F A 219.400 4 PARCEL' SUMMARY T S AND 85300 4 T BLDGS 133100 0-IMPS 1000 Ni I OTAL 219400 hV CNST DEED REFERENCE'Ty� DATE gKwai4 PRIOR YEAR VALUE q T B-1, Pag� It'st' �D, Sal»P,io. LAND 85300 T S 8093/269, I,07/92 A' 1 EILDGS 134100 J P1267-El68I,01/88 A 1 TOTAL 219400 6796/195: Ib7/89 A 1 BUILDING PERMIT WATER PROX. :LTD N„mbe, Dal¢ Typ,, A-..t I E W............ LAND LAND-ADJ INC ME SE SP-BEDS FEATURES BLD-ADDS UNITS 85300 100 23600 Class C-sl. I TO1W Base Rate AdT Rale yea,Boill Age NO,m. Ob% CND _oc as R G R¢pl Coal New AO Re 1 value Slopes Hei bl Rooms Rms B.Ib. I Fia. P.rt Umis Umis A f Dep,. Cona. I O 9 y .11 FK 0 + OUO 110 110 65.65 72.22 40 70 24 .74 110 84: 158453 p 133100 1.5 9 3 2.0 8.0 ,pl,on Rate Square Feel Repl.C-1 MKT.IN OE%: 1 OO IMP.BY/DATE. / SCALE: 1/0O.V O ELEMENTS CODE CONSTRUCTION'DETAIL s 100 72.22 1238 89408 A 2564 TWO FAMILY DWELLING CNST GP:00 FSF 90 65.00 36 2340 *----13---*- 16-----• STYLE J4 APE COD 0.0 r FSF 90 65.00 52 3380 *------ --- -------------- 6 FWD ! DESIGN ADJM_T_ 02DESIGN ADJUST 10:0 FWD 85 8.50 256 2176 ! XTER.WALLS 01 OOD FRAME 0.0 815 42 30.33 1238 37549 16 . 16 LAY/AC TYPE 040IL 0.0 ---------------------- � 12 ! ZN TER.FINI SH OQ Q�Q -------------- - ! N7tR.LAYOUT 01 0.0 - -- ------------------- ! FWD ! IN7ER.QUALTY Q2 AME AS EXTER. 0.0 16 LOOR STRUCT 00 -------------- -O:p 26 BASE *----- *----* 0 W! ! E IF LOOK LOVER -00--------..-----------0.0 - -E Total Areas Aua _ 256 qe�e s 1326 ! ! OOF TYPE 00 ------------------0 -.0 T BUILDING DIMENSIONS ! L t C T Al CAL _ jai Q Q A SAS W18 N04 W11 FSF SO4 W09 N04 ! 18 OUNDATIO _ -------- -- E09 .. SAS W20 N26 E40 FSF N04 N 00 qq�q -------------- -------- -- - --- - ! � W13 SO4 E13 .. SAS S12 FWD E16 ! i E GH90RHOOD OAC HYAN IVIS N16 W16 S16 .. SAS E09 S18 .. *------ 20--9---*---11---* LAND TOTAL MARKET 4 FSF 4 4 ! PARCEL 85300 219400 *--9---* *------18------X AREA 8730 VARIANCE +0 +2413 STANDARD 20 Assessor's map and lot number ... .. R �j�.....��y�.... �' THE T� -wag& Permit number 4� Fl .. E�Cr ,S S �1 Q� INSTgt,f.�D �V House number ..............Z..U..:................................................... tN CO� _ STAKE, E, i MA86 ENVI �A" ml.E b o�aY.a\�� RONMENT AnD TOWN; "OF �BARN.ST*fik T°olys * . BUILDING INSPECTOR APPLICATION FOR PERMIT TO ..... h3, i.Qgalr........�`'�l S?�C.. ................:........................................... no 7 P-arn� TYPE OF CONSTRUCTION .......G�......................................................................................................................... .............O.$......a.$.................19A.p TO THE INSPECTOR OF BUILDINGS: _ The undersigned hereby applies for a permit according to the following information: Location ...Y tf...... �l.. f1....�z�d� ............lyff.. ./�/7./., .....6 .9 A—IrR.................................................................. Propos,id Use ..... ... Zoning District .... A7.'S..8.............. .....24' geY6e[lG Fire District ....e�.jl z/..sr /.. .......................................................... Name of Owner 7`f!llc3.!` ...:..lT%��Pl . ............................Address Y.,f....... fees.'.......!.`!�fle_.&.h. /Av..l�l..z�s Name of Builder ....,I, ..................Address .... /:3..Zt.e.Z.Aiie,;-e...eT.7�5.............. Grs� rf-vi//r , iGls-«'. egp a-6 �F— Name of Architect ................ ---................................Address ............—.............:.................................. Number of Rooms ............/�.................................................Foundation ........ Exierior ..............................:.k....................................................Roofing .................................................................................... ICI Floors , .......................:::...............Interior ......... .......................................................................... Heating ..................................................................................Plumbing .................................................................................. Fireplace ....................Approximate Cost . . S Definitive Plan Approved by Planning Board ________________________________19________. Area .. .......—..7.....: ............ Diagram of Lot and Building with Dimensions C Fee / SUBJECT TO APPROVAL OF -BOARD OF HEALTH �/pvz�r v H 1� zyy 7/ IFZ C 1040115 v ili pC Ar- o I (TB� �r 2.Y8 16 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name 4'eo' 44 .".e"��............................ HILLER, HILLARD No Permit for ............. I eck To Dwelling.................... ............................................. ............ Location ....4q..hA&M...&V.Q.T).1AQ... ............ ....................HyAnniA........................................... Owner Hillard. .Hill.p ....................... . ......... ?�j....................... Type of Construction ........Fzame.:................... . . .. ................................... Plot .................... .... Lot ..!............................. Permit Granted .............................October 3...1..,.......19 80 • Date of Inspection ....................................19 Z- N Date Completed ............... v.......190 fr% PERMIT REFUSED .... 19 ............................................... ab .......... .... .................................................. ...........n-5...... 0. ............................................ ApproveT 0M.... �U.................................. 19 ........................................................... ................... ............................ .................................................. Assessor's map and lot number :.. .:... ..... .... THE Tp1` yawagdil Permit number ....��•lc Gl . ;l, ........ .y f / I BARBSTAXLE, i House number 17 r NAM t 6 3 9. `00 �E p ypY 4�• TOWN -OF BARNSTABLE BUILDING-- INSPECTOR APPLICATION FOR PERMIT TO ..... ,.� ..�........4............................................................ TYPE OF CONSTRUCTION ........�.....`.. t . ............................ .................19.. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ......f........'*.:..`�.�' : !.`✓...... '.'::.............. !!:..r.. .......................... ...........:........:... ProposedUse ..............r.................:............................................................................................................................................ Zoning District "* � S' o6'r................. Fire District ...... ,.. .......... Nameof Owner ........'... ............................. '...........................Address .' :{.........?`....... ...................................................: ...... r Name of Builder =.:.'.. y ��,:� f .......`.`................... ...................Address ....."..�..:........:. . Name of Architect ' _`..-- -..... ........Address """-'-" .......................................................... .................................................................................... Number of Rooms :.................................................Foundation .. ....t... ......... ................:..............................' _ I Exferior ....................................................................................Roofing .........._.......................................................................... Floors ..................................................................:...................Interior .................................................................................... Heating ..................................................................................Plumbing ............. .................................................................... Fireplace ..................................................................................Approximate Cost .............:...................................................... Definitive Plan Approved by Planning Board -------------------_-----------19________. Area ::.:. ............. Diagram of Lot and Building with Dimensions r Fee .._` :—: r ................ ............. SUBJECT TO APPROVAL OF BOARD OF HEALTH w I -- f I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. �; Name .%���... ( :: ............................ HILLER, HILLARD A=3214-70 ' A-DbITION No .... Permit for...................................... 7 .........A. C :Lling............................ Location ...4.8...Whidd.en..AV.e-rkq(P................. V .................H annis............................................................. Hillard Hiller Owner ....................................................... .......... Type of Construction Frame . . . ........................ .... .. .. ..................................... ......................................... Plot ...................... Lot ................................ Permit Grante/.......Qr—t.6ber-...3.Q......19 80 Date of Inspection ............................*'**"**'"19 Date Completed ..........................19 ................PERMIT71FUSED... .... .......i . .................................. 9 .... . ..... .... . ........ ....... ......... .............. .......... ............................................................................... ............................................................................... ...........................;................................................... Approved ................................................ 19 ............................................................................... ............................................................................... c7 �. `m o6e8RPa « Y a'y o e Nsw Gara+ue hlab 1 t 141 t a 4"GT-P-7 wAll wpparf j ues eaimp..onm HP 2,+.HP4 holdown 01- on4apofc1A1, 1 h horaon+11 A Pplir.A{Mn for all raih� P""'f aonnsa+lent. % f/2"mom{osl/conarsfs _ ___ I - - aalumn{o fa o+hy r I Mafah sxi�+ingfloor hsiAJif � saimp..on m d.MAxm LuAJ 2 B I hAngar�® r G"o.A.i+yp.l aimpaonm Lumt�hAnnsro ° I - - I oaimp�onmHr Hurri,Ans+fu Q TITIF ® IC'A"o.4.from9ir{{a loir.J. 4.. Nsw Garags hlab ' o P.T.2 x r o is i,4.o r G" Aafmpconm Luat to pony r.. ------ y--a-- I 1 < O I L - - ,YiraoR lremm�lYan,NCa'nllorL AdlIIbM1DauplWion �imf--H r Hurr loans+n� M - � nrdd Gl�PoFlre pf md�tYporo Mdtr�o-TIaI�FDgrglYps ® ram"o.a.from ar+{o ioitf. L )flr—oT F- � oo� F-AM9 o hGpl6: r!A"- 1'-O" q'30t..F Mddhp lrclt�rRf�Tne pYovi5iOn5 of TlSO GMR 49.00 'ry1f O r( Shall apply to-is hgbu'IdndS WnlChhavebeEn legaly OGcupled and/or us ad � Q, ( for apenodofat least five bars Anysuadngfor which there exists an P.T.2z r o io i..+se rto"o ((tt out5tandno not i—fviol.liom or other Oder of the building official 5n91 not qualify to use T M GMR 4900 unless Sucn pYOp05ed wOYk includes the ` - abatement of an outstanAngorasre o f the bull ding off cl SlBUllAlhgS WhlLh do - hot qu all fy as exlSthl g fOr the purposes of 160 GMR 49.00 5h all comply ' fully with tme appli.Ax.pro—,on.of Iw GMR 51.00 tnru 44.00 - • for new const ruction. The d8dtlY.Thhall21Creationio{nau buildng on 01 )cok or pi alotme existing busking. �Z+ - ' Yris defMition shall also include th3 add tion of adeck or plgtf Orm,balcony,or similar V • structure tJ�Gf-F-P-A '1..f 4 Tee GMR 4909 E+EN ER AL REG y1RMENT9 o �Lals: r!A" 4909.1.9 Addtlons Sh MI Comply with T00 LMR 4904 old 490m '186"R'IE04 PWARB AMP FKMCYAROMO w F- T. 1004jhtl fi�RdlNSVViMlb,Any new buildng System or portion thereof Small --+ coMoUal T200MRfornewcong ruction y thm may ay5LeMeno r O�Hawever,. irl9W idu g components o f oMpit Sing with the ode for new repaired ion unless dwitHOU specific V ail requiring that system to complt fully with the code for new const ruction amass specifically O Q Ye gilled by 760 GMR 49.00 - - -1W4AmdatipM hOnrMpa. +KRedtlG�f�pefMLal�ar EttlfpLOlnPonarlta / (L -� II• bpG�O Existing components features f an existing building wnicnin the opinion of the tuildng �� - ,. •. /a'�6• - official,am don q�rous,unS aF a uns erYf ceable Or derno n5t rate dam a 99 o r Si gniflc At a deterlor atlo n o r O which O therwis present a LMest to the occupants or to the public Safety Small be Yemed aced in - accordance MettM1e applicag858ction5 of T60 GMR51.00 Shia 9400 - �. ••o• -._ - o•'Anallor, Md#.w/ V - _T-._.-_-n-T- s }. ---tr - ' %is+inq T O.F r 4, ............. x7 •� a5 o-.°i ----------=-- IMPORTANT UPQRA EQU s m-� 0.1- fi , r--- --------� ter-w -x - - - - STATE BUILDING CODE REQUIRES THE_UPGRNDI G OE L �,. :.I `•r S'd a.-">f�' i- s:-' I Pin nswfounda+ion fo old w/4sA. ! •'-�3- C ____ r 4 x r-o"rsbar d Ilsd n+a "r.O.Ff O'-7" i� i ----------------1 ------------ ------------i , p�;ra ,n ana SMOKE DETECTORS FOR THE ENTIRE WHE �! - oldfoundaflon And u d'# w - I F-ma,awn dew And block I e ONE OR MORE'SLEEPING AREAS ARE ADDED OR 1 ATED:t/4" , I p w�#hGMu's. S'-r %/B" S'-r %/B" � s ✓I E I �'j -I exf and Plumb ne And spfia - 1 I `� `-] V-p.a 8. I o +n yarAysAbovsdAb n+a NOTE: A SEPARATE PERMk-6—),REQUIR I THE oc of 1Hykl 4 and a,P _ ll.. .-el __d• -.♦o - INSTALLATION OF SMOKE DETECTORS-THE ELBJOICAL 4) _ % r/2"m�fsol/Ga�afe - i i e,�r1NGP��NopT1oN PERMIT DOES NOT SATISFY THIS REQUIREMENT. ' 'it 1 column oaf on%a"x%o x r 2" I I _. l � -� O _____j\. aimp..anm AG 4 po..4 aap..0 All - P.T tx6. po+.+loaaf ion✓AGB4on an d.. a I w/Pibsrms.hmAndp{ahed — ------ SMOKE DETECTORS al, ,B", �owAr door. CTO�S REVIE ' 1 , Ii��. PoJrsd ermc # d kfaoHnq.w! - qy ED gmp'anAP.0 po.#fear ff IILL.. I ls' Y IU.4ad-k-r.. 1 Ja; 1 r I l N nd s nu#.ohs#rom,wa.Nor m �m om o c � G4'I I I exr.,TING PouNPATfoN �„ d hu#pn r,p�,pa.#b,.o. -_ '4'l I ` ''•'�"I ' � BARNSTABLE BUILDING DEPT. l a a la A 2-S!B"x r o"Anchor ban#�®sAah wall penal • ------- -- Pin nswfounda{:on 4,old w/4sA. j w U-N, I old foundaf nn And oU,.d'nlo nsw------- --- - - + p FIRE DEPARTMENT DA": rs- .1_1:1 .I :n'OTH SIGPIIATURES'ARE REQUIRED FOR PERMITTINGI j +goo 2-S/B"x to'Mlhor bonJ,m sAah wall penal vm"a.o.and •'from.dl pl..#s and.. - CARBO�yMO DR W IN G TYPE: B,_G" r: ,:- Pv+N n � >a.rla+J .�A,(�(AlusTjFt1�S�f,ALARMS L>41ouNr> _ yY¢I 3 ;,�'4� �•. FaundAak'nnF'I.an SSACUE7� -„ar" 1f . 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Gar pys frss aJra+ion A40 O1 n n to rr i{ ar al . u-' ?1 7�y f Di. o m--"°-13 lu ________________________1 -_ ----------------------------------- - --- F Q.i-_--fq- LIZP'r L�V.hT1aN �. , Yh y�',i�.: �i! .� ® u. FEIsa�full hs yh+ehsa+Mny pruvidsd _ a' _ a �:£- ,e Y- E} S2%rs�u�ad - - "I„.�•xs}{'1'�Ifi 3T �•' C'l ill ? 7 2 2.7 9P+o+al wall arse rI i r tea.&�,Pfull hsyh+�hsa+b:+e m - �, P: ��kwr F: `'I1 Y A.� � �1 r;xw F•> i 7r'y � LL�gds� � - � o� o�9V J Ana om 7 s i �a K diJ� no 1 I I I I DRAWING T'l'PE: ! / +---------� -----------------------1r----------------------------------------------j-- -------------—----------------------—------ ------------------------ 7 ____________________1_---__-_______--_____----_--__---_-----___-__-a. G F'-�A��L�VATION SHEET NUMBER: a f 4rfull h.144.hss+h:+n provided 4 7%R syvirsd A O o 17 2 h.2 P+o+al wall arse %0 7.4+S Pfu,i hsiyh+..hsa+hhn - i j i i f j 5t• LEGEND SUt m 99— EXISTING CONTOUR BVW BORDERING VEG. WETLAND O 3 Lewis Boy j 99 PROPOSED CONTOUR I �c¢Vi o SMH SEWER MANHOLE Oak TCB TOP COASTAL BANK old St. BVW Gosn #12 10� SLOPE OF GROUND (TRANSECT) •••�. �Q� UTILITY POLE Locus i WSO WATER SHUT OFF ��6 S •••\,, NOTE: NOT ALL SYMBOLS MAY'APPEAR IN DRAWING } 6, PARCEL 69 .` BVW #9 N/F DIANE SCHEPPLER -..BVW #10 •"�, BETH GOUDA TCB 1 TCB MELINDA OSTROWSKI "�•• 5 _TOP _ TQ-- 3 __--__ TCB 2 COASTAL NK — --_ B8 I PROPOSED REAOVAL OF LAWN LOCUS MAP p `•• ry �• AND PLANTING'OF NATIVE SHRUBS(614 S`,F) SCALE 1"=2000't �•. �� / TICE` • ASSESSORS MAP 324 PARCEL 70 5 9 \ '�� \''• BVW #7 I LOCUS IS WITHIN FEMA FLOOD ZONE A9 EL �•. �� ' 10 AND B AS SHOWN ON COMMUNITY PANEL #250001 0006D DATED JULY 2, roTCB 6 1992 /�S .•�. 22'x 26o PROPSED GARAGE PROP. SINGLE RAIL i FENCE AT (MIN. SLAB EL. 10') LAWN/SHRUB BORDER�7 BVW #6 j \ .� ZONING SUMMARY ZONING DISTRICT: RB EXISTING PROP. / °P / DWELLING �, MIN. FRONT SETBACK 20' \ DRIVE./ � GAS TOP FNDN. = 10.7 'i`ti ��'• MIN. SIDE SETBACK 10' METER 9 #5 MIN. REAR SETBACK 10' \ / DECK /O TCB ,I QQ \ S /ter 4 Yr OWNER OF RECORD EXISTING ROTTING DECK TO BE TCB ' 7 48 WHIDDEN AVENUE 8 6.4. 9 #4 H YAN NI S \ � a °s \ • REFERENCES BENCHMARK COR STEP 10.2% DEED BOOK 21510 PAGE 232 ELEV. = 10.26' � � RANSEC �oE!� ,:gVW #3 PLAN BOOK 9 PAGE 103 sMH / 1 (TYP) ( PLAN BOOK 8 PAGE 119 PARCEL 103 Jw/ 0' N/F JOHN & MARY GIBBONS;-TR O NOTES o. I LOTS 18 18418 o p o 0.4 ACRES ` 1. DATUM: NGVD �uY I #2 2. LOCUS IS CONNECTED TO TOWN SEWER WIR % \ % 3. TOTAL MITIGATION PLANNED: 802 SF 4. GARAGE SHALL CONFORM TO FLOODZONE 929 GE of REGULATIONS (DESIGN BY OTHERS). / AWN DRYWELLS PROPOSED FOR ROOF RUN— OFF. BVW #1 SITE PLAN PARCEL 71 N/F PETER COLLINS 77), \\ OF ONOFti, /' � So, 48 WHIDDEN AVENUE \ / o�ya C .��o DANIEL � a DANIELA. A pJALA HYANNIS o C VIL 6 No.4 8 v No. 6502o �� i PREPARED FOR —362-4541 off 508 �o �F l c ST fax 508-362-9880 �G� v LINDA HILLER I downcape.com s down CQpe engineering 117C. �_� DANIELA9cti�� �� DAAiEL JUNE 30, 2008 C%Vll eI79%/'IG'P/'S U CIVIL OJALA REV JULY 21, 2008 (MOVE GAR.) ld/7Cl surveyors �No,40980� REV JULY 28, 2008 (MOVE GAR. CONCOM APPROVED) No.465020 O Ess\0 Scale:1"= 20' 93 f 9 Main Street ( Rte 6A) NAL \ YARMOUTHPORT MA 02675 ( Pow jog r 1 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.L.S. 07-236