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0116 GOODVIEW WAY
I/!o �oo�v��w W�� .. q ,. a _ . -- n Q .. � � - - � .. Y ,�. o. .. ,. �� r � .. y �: 0 o r .. ® .. s ':. .`. .. -: :� .' ., 11 -. . V ,i. •� _ ._ � .. .. ® - � .. I, .. .. n .,. .- p .'. � � a. U _ n - 0 - ,. i; ,. �. - - -1 _ .. p .. ,. �. � �. .; , r �, v a � ., �. A a ,. , :. .: � - � ,. � .. �. o u e y .. ,. i . . � ., � ,. u v ,,� _ � � v -a .. -- u ,. i ,,. t# a � .. 0 - � .. k" a v �� � ,� 0 � r t � f � a��� � 1'V Q �1 J BARNSTABLE HARBOR N 6 Lot B 2p pp 15,072f S.F. J Map 319 Parcel 86 �! 49.4' h #116 20'5',"* TOF=19.03 � o (NGVD) o , s ,ti � ryry o .0. r9 o, 10.5' �. 2¢ _ C:) r o• p 3 22.6 co�- N66, �2�8' ,35 • 3 ' �p P r R,40. 00,N ?sp, J I� GOOD VIEW WAY TOWN OF BARNSTABLE ZONING STREET ADDRESS.- #116 GOODWEW WAY, BARNSTABLE ASSESSORS' MAP 319 PARCEL 86 BY-LAW PREPARED FOR. PATRIOT BUILDERS DEED REF.: CTF #162291 ZONE RB PLAN REF.: L.C.C. 19221A (1) LOT B SETBACKS FRONT = 20' SIDE _' 10' I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL REAR = 10' KNOWLEDGE, INFORMATION AND BELIEF THE FOUNDATION SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS PROPERTY LINES SHOWN HEREON OF THE ZONING BY-LAW FOR THE TOWN OF BARNSTABLE. WERE COMPILED FROM AVAILABLE PLANS OF RECORD AND VERIFIED ON THE GROUND. ,,iHOFMAssgPti TERRY °sF "AS-BUIL T" ANN A THE FOUNDATION DEPICTED ON THIS WARNER No.38721 PLOT PLAN � PLAN WAS LOCATED ON THE GROUND O9f1 3872 IN BY SURVEY ON MAY 14, 2008 AND BARNSTABLE, MASS. EXISTS AS SHOWN AS OF THE DATE i OF LOCATION. SCALE. 1"=40' MAY 15, 2008 THIS PLAN IS FOR PLOT PLAN Og TERRY A. WARNER, P.L.S. PURPOSES ONLY. 22 LONG ROAD HAR MCH, MA. 02645 (508) 432-8309 THIS PLAN IS VOID IF NOT STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT NO. 07-188AS r TOWN OF BARNSTABLE BUILDING PERMIT APPLICA ION Map / Parcel t�,A j atig�# V 1 a(0c)- Health Division Conservation Division Permit# Tax Collector. Date Issued lzo Treasurer Application Fee 4- Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board fly g Historic-OKH Preservation/Hyannis Sy . Project Street Address ► dL�-i ei pu - Village n( Owner j I Ubm + i( l-W R70 Address o2l) a- Telephone W 6 ,36q , 1 13 /J Permit Request IMM1 i ®�" c� 6� n(,(A) effy),wrknl, a Sim U, PA tu dua, H) _L�- a6MA Square feet: 1 st floor:existing proposed ' �Q 2nd floor:existing proposed Total newIZ6 51 Zoning District Flood Plain &L, V2_ Groundwater Overlay W — i Project Valuation � I Construction Type Lot Size t�a ckv Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. = Dwelling Type: Single Family L /' Two Family ❑ Multi-Family(#units) Age of Existing Structure �� Historic,House: ❑Yes Zo On Old King's Highway: ld Yes L No ±` Basement Type: ❑Full ❑Crawl ❑Walkout ZOther rm I qy) non �YMmri . Basement Finished Area(sq.ft.) -� Basement Unfinished Area(sq.ft) 1x ' . Number of Baths: Full:existing new Half:existing new pNumber of Bedrooms: existing new `Total Room Count(not including baths):existing new D First Floor Room Count Heat Type anZu I: N Gas ❑Oil ❑Electric ❑Other Central Air: ❑No Fireplaces: Existing 0 New Existing wood/coal stove: ❑Yes f�No p 9 9 etached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes No If yes, site plan review# Current Use Proposed Use pp_macc- ¢__-BUILDER INFORMATION Name lb d )deb Telephone Number (51- J Address �23-7 Q X License# (:5 61 a 1 Home Improvement Contractor# �cS Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO on sot 5j v SIGN RE DATE Y f i FOR OFFICIAL USE ONLY PERMIT NO. ; 1 3 DATES SSUED + j . MAP/PARCEL NO. ADDRESS VILLAGE , � I I OWNER I 1 1 r DATE OF INSPECTION: dtt-, ��S :d f I's FOUNDATION And, 4Z FRAME tF0715 `INSULATION FIREPLACE , ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT t IL ASSOCIATION PLAN NO. n , 7 f t"ET°wti Town of Barnstable Building Department - 200 Main Street BARNSTABLE� * Hyannis, MA 02601 MASS. ,��' (508) 862-4038 Certificate of Occupancy Application Number: 200801262 CO Number: 20080337 Parcel 10: 319086 CO Issue Date: 06111/09 Location: 116 GOODVIEW WAY Zoning Classification: RESIDENCE B DISTRICT Proposed Use: ACCESSORY LAND WIIMPROVEMNTS Village: BARNSTABLE Gen Contractor: PATRIOT BUILDERS Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed d i TOWN OF BARNSTABLEBuildint (HE 10�'b •�� Application Ref: 200801262' • pP - Permit BA MASS. Issue Date: 04/15108 9 -MASS. $ , - - . •. �A i639• Applicant: PATRIOT BUILDERS ' ?Fp .l a Permit Number: B 20080726 Proposed Use: SINGLE FAMILY HOME, ' #£ Expiration Date: * 1'0/13/08 Location 116 GOODVIEW WAY Zoning District RB. Permit Type 'REBUILD HOUSE AFTER TEARDO" Map Parcel 319086 Permit Fee$ '.2,829.06 Contractor, PATRIOT BUILDERS Village BARNSTABLE i App Fee$ 100.00 License Nurn+F 0728`14 Est Construction Cost$ 690,000 Remarks , . APPROVED PLANS MUST BE RETAINED ON JOB AND r REBUILD SINGLE FAMILY FIVE BEDROOM HOME THIS CARD MUST'BE KEPT POSTED UNTIL`FINAL ,, •, IV INSPECTION HAS BEEN MADE.'WHERE A ' CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record:.FORD,WILLIAM.P IR u KATHLEEN 'BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL J • Address: 2"1 NORTH STP, INSPECTION HAS BEEN MADE. } r MEDFIELD, MA 02052 # ` A}`p icat+on Entered by: JL " .� ,h Butldt�g Permit I"sued By: 1 .a T'FIIS PERMIT CONVEYS N•O:RIGHT'TO OOOU.PY ANY S fR`EET,'LW,41Y OR SIDEWALK'OR ANYPARI',THEREOF kEIT HbR'TEMPORARILY Oit PERMANENTLY; - ENCROAOIIGiVIENTS ON PUBLIGPROPErtTY,NOT SPECIFIC A-El�"PERMITTED UNDER THE,BUILDING CO E MUST Bl'APPROVED BY.1I 6 JURISDICT]ON. S•rREEVOR ALLY GRADES�AS WELL AS DEPTI I AND LOCATf� rbr-A LIC SEWERS MAY BE'OBTA�INED FI ONE H}DEPARPM)N1 OFYi' BLIC WORKS. ' I'rHE ISSUANCE OF THISTERM"IT•DOES NOTRELEASE THC 4 i(CANT FROM THE CbNDITIONS OF ANY'APPLICABLE SUBDIVISION_ RESTRICTIONS: MINIMUM OF FOUR CALL INSPECTIONS E QU-IR'ED'FWMNbf CONTS,T CTION WORK� � :n ' 1.FOUNDATION b, FOOTINGS 4 +� a ' ` ; '". g ^2.ALL FIR PECT EPLACES.MUSf BE INSED AT•TH:E THI'p xTELEVEL BEFORE FIRST FLUE LINING IS INSTALLED: 3.WIRING&PLUMBING INSPECTIONS.TO BE COMP[ D PRTOR TO FRAMI.IION �4 , .PRIOR.TO COVERING�STRUCTURAL MEMBERS,(h'F�� NSPECT SY TQ.LATH) 5.INSULATION 6.FINAL INS Pi GTION B3FFORf OCCUPANCY WHERE APPLICABLE SEPARATE`PERI\TITS ARE REQ..�i L�I)1 I2 LELTRICAL,PL,, BING,AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL TI.FEINSPEC T Ot"i AS APPROVED THE VARIOUS STAGE CONSTRUCTION `+ t A PERMIT, .7iECOME NULL A-NDl���QID' + CONSTRUCTION WORK IS NOT STf1RTEI�WITII7tir CI1 MC1:yTHS OF` DATE TIC " - b. . E PTi2MI ��15 ISSUED A`,NOTED OVE `' ...> ti .• " ", +F" ;I �,>) —PERSONS"CONTRAC--SING WITH UNREG[S 1 CItEp.f RAPTORS DO NOT LAVE>ACCI SS;:TO CsUARANTY FUND t`�r c fur'th i,i.� GL c.142A).= AL � °,, 391 • 9 � r BUILDING INSPECTION APPR(IKUS� JMBING.INSPECTION APPROVALS L<ELECTRICAL'-INSPECTION�APPROVALS _��' M.'� t •� 1 2 �f��p � 3 yr. `Heating.Inspectlo`n•Approvals ¢ "M " ` Engiriecring Dept. Y • Ab y E • i t` Y.% • .. • t Fire Dept a f x 2 Board of Health � ,I>7 Z. ` °DIME T°y� Town of Barnstable ° Regulatory Services rBAMNSTABM$ Thomas F. Geiler,Director 0,39. ► wilding Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, -&LL � ,as Owner of the subject property hereby authorize ) lJ1�—O � to act on my behalf, in all matters relative to work authorized by this building permit application for: 1\ o 40MNV Evq W K (Address of Job) e signa6re of Owner Date Print Name Q:FORMS:OWNERPERMISSION �i�6l o � C5 �c�t PROJECT /" "L �ter• �,'�v` NAME• L�A�� XO ADDRESS: PERMIT# Z009D I;Z&X, PERMIT DATE: M/P: LARGE ROLLED PLANS ARE IN: BOX �'f SLOT Data entered in MAPS program on: .,,, ., BY: I q/wpfiles/archive Town of 1HE lu arnstable BARNSTABLE. Regulatory Services MASS. 1639. D Me. Building Division 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: v <; LAC- (--( Y -- --P -P CA �L, G A Aol - ( I c 0 PCX DA rz'1q( NOP-7y, f�54 5 r C C A PM 6 VC:::J (,nC kq k) Please call: 5,08-862-4038 for re-inspection. Inspected by k Date LOCUS S my, qPY EKISTpNO CONTOUR ' CPpB COO mOPOSID CONTOUR:-—- RMTBNG SPOT ELEVAn BL ON: BARNSTAE HARBOR s�EPx w' 1 macs®sw�acvAnw: as POAaB tBsr xaa: N UTB1TYPn a-�• �. BOMB OP SALT MARSH _L Q HYDRANT: KY � 4 �]Aw,N�YaL -N COA01gRCfl 16 -----_ PROPOSED 1' s BEDROOM h12- ---------------------------- NG Ib' 22TncAnox MAP ----- 5. LOT B:WN SF(AS$tiOWN ON LAND COUf1T LION/19221A) i UPLAND AREA:I3.bT9SP (MEASURED TO LANDWARD EDGfl _---__-___-___ M, �--------------20➢IR1NP.D1 AOCORDANCESPILH 2- �. SECTION IVAN OF ffi TOWN OP ABiE ZONING ORDINANCE) -------------- -_--ASSESSORS MAP.119 PARCELN 3-- ---------------3 1•' LAND COURT CASE I9pIlA CURRENT ZONING:RE ---- MINIMUM SETBACKS: {�--_- ----------------t POSPD DWflL[1M:(2.178 SF) rRONf:a' MDE:10' REAR:10' PROPOSED BUILDING COVERAGE: 2439 SP/D.019 SF-17.8% FLOOD ZONE:Ct AS OIL ITT _ _______________S ---- 1 YEAR PR80UBNCY TIDAL.FLOOD MO---------------b AT 7S'CD ffiA4 SHOWNENTIDAL Y THE ARMY CORPS OF EENGINEEA.SEP'TEMBER,ISIS ].5' waver Lmc��- i� OPERTY LME AS SHOWN CONC /�\\ �_ --- � �--- ON LAND COURT PLAN 1922 IA WALK �. \\ i - e BOTTOM OF R4FR t 8� _-� `- M \\ i LANDWARD EDGE. DUNE �.1A, (EDP OP LJPLAtE)IN AOCORDANCE WD'H 9_` - 4•A� \ ♦ B5 / SECTION 2tO-178 F THE TOWN OF N- \ '\ BARNSTABIS ZONING ORDINANCE) 105'CONTOUR.ACBC[AET 12.8 'a -11 iC61 i EDGE OF LAWN 1 N \ �iCB-2 h$ 6%to- It 8� TOP Of BANE EXISTINGNARE 3 a'O HE REMOVED A D PLA AREA LAWN AAHA \ IS TO E OUCOAS AND PLANTED WQH INDIGENOUS COASTAL VEGETATION \ ry EK6TIING DWELLING c- TO BE REMOVED ---- ANDREPLACED 16 17 _ `C \ \\\ \\ SO'FROM TOP OF BANE IS \\\ v \ \\ 1 WORE Lza LIE ME NOTE t) EXISTING WATER L24B TO BE RR-ROUIED TO NEW DWELLING 1 A. m � / ty� 4J 4i ) FROM TOP OF BANK IS I 19 d 1 i r _ \ EXISTING SEWER LINE TO BE 1 ) 0 S Irr RE-POUTED TO NEW DWELLING 1 � I 1 NOTES: I A f 1.VERTICAL DATUM: MOVE n \ / 81\ 1 2.MUNCAPAL WATER IS AVAILABLE. BENCHMARK AT / 1 # / / - I SMH COVER / / / 4 / 1.CONTRACTOR TO VERIFY LOCATIONS OF ALL IiTIIl[eS PRIOR i0 C.—RUCMN. ELEVATION-1934 13.1 p7 t.WORK 7 A• LINE TO B INSTALLED PRIOR 70 ANY SHE WORE.BALESIMIT LINE TO BE DOUBLE STAKED RAY OR SILT PENCE. a l tJ• 1K6 APPROKLNA7E LOCATION { y ?b, OF flVING 2 D EWER LINE 4Tt (SERVING 2 DNEI11T1� I 18.7 S I 18.2 EX]TBNG SEWER COM-M ON IN STAERT OF EWER INVERT OF SEWER MAIN=9.77 SITE PLAN 3� ,LOCATION: IE 3 116 GOODVW WAY, BARNSfABIE,MA PREPARED FOR: q DATE:7-2m 8 - REVISE:10-17-M PATRIOT BUILDERS (� :RHVrsE:11-7 7 EVLC®:1-22M SCALE:V=ID• �.8A BASS RIVER ENGINEERING j ITHOMAS Mcl r.-]I AnN,P.E. TERRY A.WARNER,P.L.S. P.O.BOX US& BAIT DENNIS.MA mm1 eti-a fleas-xu i 4 1 DE 0 V E .JAN...-2 4 2008. TOWN OF BARNSTABLE .HI TORIC PRESERVATION ♦ I • 1 Paul Roma, Building Inspector Barnstable Building Dept. 200 Main St. Hyannis,MA 02601 Dear Mr. Roma, This letter is to inform you that I have inspected all phases f construction y p p s o co struct on at 116 Goodview Av. Barnstable, MA In particular, I have inspected the insulation including the batts as well as the closed cell spray insulation and have found it to meet and exceed the seventh edition requirements of the building code. Ro it so`!N R w P fe a° Engineer Phone 508 430-0771 537Rte. 28 Harwichport,MA 02646 www.patriotbuil(lers.com Toll Free 866 430-0771 Fax 508 432-7789 11 05/06/2009 14:56 5088889609 MAP INSULATION PAGE 03/04 rNVOZCE MAP Installed Building Products(350) PO Box i' O SagamoreBeach, MA 02562 2930678 (508)888-3599 (508)888-9609 FAX Job 116 GOODVIEW WAY/CONTEMP Customer Address Phase PATR05 116 GOODVIEW WAY/CONTEMP i PATRIOT BUILDERS Job Address i 537 RTE 28 116 GOODVIEW WAY HARWICHPORT, MA 02646 BARNSTABLE, MA 02630 "6 Date: 10/31/2008 Job: 1762144- 1I PO#: Sales Rep: Dave Murphy Work Area Inventory Item Option Price Ceiling R-30 16"x 48"-Kraft-Wood Framing Walls R-19 15"x 93"-Unfaced -Wood Framing Walls i"Surface Foam Wails with Poly 90200E Membrain 8'x 100' Slopes To Knee Wall R-3016"x 40"-Kraft-Wood Framing Basement Ceiling W/Blodcers and Rods 1"Surface Foam Basement Ceiling W/Blodcers and Rods R-19 16"x 96"-Kraft-Metal Framing Garage Ceilings R-30 16"x 48"-Kraft-Wood Framing Garage House Wall R-1915"x 93"-Kraft-Wood Framing ! Bloc lcers And Runners 1"Surface Foam Biockers And Runners R-19 15"x 93"- Kraft-Wood Framing Walls R-113.5"x1703"- Kraft-Quiet Zone i Cathedral Walls 1"Surface Foam Cathedral Walls R-19 15"x 93"- Kraft-Wood Framing Knee walls R-13 15"x 93"-Kraft-Batts I Stairwell R-13 15"x 93"-Kraft-Batts j Stairwell R-1915"x 93"-Kraft-Wood Framing ' Flat Ceiling R-30 16"x 48"-Kraft-Wood Framing Exterior Garage Walls R-19 15"x 93"-Kraft-Wood Framing I' 1St Floor Ceiling To Knee Wall R-30 16"x 48"-Krafft-Wood Framing Slopes To Plate R-3016"x 48"-Kraft-Wood Framing Vents EAVE VENTS I 8 I r 05/06/2009 14:56 5088889609 MAP INSULATION PAGE 01/04 Iwvo.-WE MAP Installed Building Products(350) PO Box 1309 3Q678498 � Sagamore Beach, MA 02562 ' (508) 888-3599 (508) 888-9609 FAX lob 116 GOODVIEW WAY/CONTEMP Customer Address phase PATR05 116 GOODVIEW WAY/CONTEMP r PATRIOT BUILDERS Job Address 537 RTE 28 116 GOODVIEW WAY HARWICHPORT, MA 02646 BARNSTABLE, MA 02630 t Date: 04/29/2009 Jab: 1762144 - II PO#: Sales Rep: Dave Murphy Work Area Inventory Item Option Price Basement Ceiling W/Blockers and Rods BASF Closed-Call 1"R-6 Basement Ceiling W/ Blockers and Rods R-1915"x 93"-Unfaced-Wood Framing a Blockers And Runners BASF dosed-Cell 1"R-6 Blockers And Runners R-19 15"x 93"-Unfaced-Wood Framing i NOTES: f I Base Price $2,600.00 Option Price $0.00 Retainage $0.00 Job Deposit $0.00 Payments/Adjustments Received ($2,600.00) Please Prey This Amount t F�. I TERMS: Net 15, Payments to be mailed to P.O. BOX 1309 Sagamore Such,MA 02562 1.5%late payment charge on balances outstanding more than 30 days from date of Invoice(18%annum). 05/06/2009 14:56 5088889609 MAP INSULATION PAGE 02/04 ' MAP Installed Building Products(350) IN VOME PO Box 1309 Sagamore Beach, MA 02562 3067505 (508)888-3599 (508) 888-9609 FAX Job 116 GOODVIEW WAY/CONTEMP Customer Address Phase PATR05 116 GOODVIEW WAY/ CONTEMP f PATRIOT BUILDERS Job Address 537 RTE 28 116 GOODVIEW WAY 'i HARWICHPORT, MA 02646 BARNSTABLE, MA 02630 i i Date: 04/16/2009 Job: 1762144- 1A PO#: Sales Rep: Dave Murphy Work Area Inventory Item Option Price Ceiling R-30 16"x 48"- Kraft-Wood Framing Walls R-19 15"x 93"- Kraft-Wood Framing Slopes To Knee Wall R-30 16"x 48"-Kraft-Wood Framing Knee Walls R-13 15"x 93"- Kraft-Wood Framing Vents SAVE VENTS NOTES: J t t a f Base Price $850.00 Option Price $0.00 :1 R- ffl�- Retainage $0.00 Job Deposit $0.00 Payments/Adjustments Received ($850.00) ,Please Pay This Amount♦ gffi r ti- r I i TERMS: Net 15, Payments to be mailed to P.O. BOX 1309 Sagamore Beach, MA 025621.5%late payment charge on balances outstanding more than 30 days from date of invoice(18%annum). i n 0 � I IIIIII IIIII IIII(IIIIII IIIII IIII IIIII IIIIII IIII IIII IIIIII IIII IIII 18 - CD26D1 - 7 Available in French Canadian(FC) hstaller's Upflow / Horizontal and Downflow / Horizontal, Gas-Fired, Direct Vent, 2-Stage Condensing Furnaces with Variable Speed Inducer *UH2B060A9V3VA *DH2B060A9V3VA *UH2B080A9V3VA *DH2B080A9V3VA *UH2C100ASIMA *DH2C100ASIMA *UH2D120A9V5VA *DH2D120A9V5VA * First letter may be"A"or"T" ALL phases of this installation must comply with NATIONAL,STATE AND LOCAL CODES EVIPORTANT—This Document is customer property and is to remain with this unit. Please return to service information pack upon completion of work. *UH2 *DH2 0 c_::= DOWNFLOW AN AIR FLOW FLOW UPFLOW 0 AIR FLOW UPFLOW/HORIZONTAL DOWN FLOW AIR �oyy Flow 0 o Figure 1 ©2009 Trane All Rights Reserved A341624P11 tl Installer's Guide SAFETY SECTION t . - IN1 CARBON MONOXIDE POISONING HAZARD Failure to follow safety warnings exactly,could result Failure to follow the steps outlined below for each in a fire or explosion causing property damage, appliance connected to the venting system being personal injury or loss of life. placed into operation could result in carbon monoxide poisoning or death. —Do not store or use gasoline or other flammable The following steps shall be followed for each appliance vapors and liquids in the vicinity of this or any connected to the venting system being placed into other appliance. operation,while all other appliances connected to the —WHAT TO DO IF YOU SMELL GAS venting system are not in operation: 1. Seal any unused openings in the venting system. •Do not try to light any appliance. 2. Inspect the venting system for proper size and •Do not touch any electrical switch; horizontal pitch,as required in the National Fuel Gas do not use any phone in your building. Code,ANSI Z223.1/NFPA 54 or the CSA B149.1 •Immediately call your gas supplier from a Natural Gas and Propane Installation Code and these neighbor's phone.Follow the gas supplier's instructions. Determine that there is no blockage or instructions. restriction,leakage,corrosion and other deficiencies which could cause an unsafe condition. •If you cannot reach your gas supplier, 3. As far as practical,close all building doors and call the fire department. windows and all doors between the space in which the —Installation and service must be performed by appliance(s)connected to the venting system are a qualified installer,service agency or the gas located and other deficiencies which could cause an supplier. unsafe condition. 4. Close fireplace dampers. 1 - 5. Turn on clothes dryers and any appliance not connected to the venting system.Turn on any exhaust FIRE OR EXPLOSION HAZARD fans,such as range hoods and bathroom exhausts,so FAILURE TO FOLLOW THE SAFETY WARNINGS EXACTLY they are operating at maximum speed. Do not operate COULD RESULT IN SERIOUS INJURY,DEATH OR PROP- a summer exhaust fan. ERTY DAMAGE. 6. Follow the lighting instructions.Place the appliance IMPROPER SERVICING COULD RESULT IN DANGEROUS being inspected into operation.Adjust the thermostat OPERATION,SERIOUS INJURY,DEATH,OR PROPERTY so appliance is operating continuously. DAMAGE. 7. Test for spillage from draft hood equipped appliances at the draft hood relief opening after 5 minutes of main ! burner operation. Use the flame of a match or candle. HAZARD OF EXPLOSION! 8. If improper venting is observed during any of the above NEVER USE AN OPEN FLAME TO DETECT GAS LEAKS. tests,the venting system must be corrected in EXPLOSIVE CONDITIONS MAY OCCUR.USE A LEAK TEST accordance with the National Fuel Gas Code, SOLUTION OR OTHER APPROVED METHODS FOR LEAK ANSI Z221.1/NFPA 54 and/or CSA B149.1 Natural TESTING.FAILURE TO FOLLOW RECOMMENDED SAFE LEAK Gas and Propane Installation Code. TEST PROCEDURES COULD RESULT IN DEATH OR SERIOUS 9. After it has been determined that each appliance INJURY OR EQUIPMENT OR PROPERTY-ONLY-DAMAGE. connected to the venting system properly vents where when tested as outlined above,return doors,windows, exhaust fans,fireplace dampers and any other gas-fired 1 • - burning appliance to their previous condition of use. SAFETY HAZARD THIS INFORMATION IS INTENDED FOR USE BY INDIVIDU- 1 • ALS POSSESSING ADEQUATE BACKGROUNDS OF ELECTRICAL AND MECHANICAL EXPERIENCE.ANY To prevent shortening its service life,the Furnace should not ATTEMPT TO REPAIR A CENTRAL AIR CONDITIONING be used as a"Construction Heater"during the finishing PRODUCT MAY RESULT IN PERSONAL INJURY AND OR phases of construction until the requirements listed in item PROPERTY DAMAGE.THE MANUFACTURER OR SELLER 9,a-g of the safety section of this publication have been met. CANNOT BE RESPONSIBLE FOR THE INTERPRETATION OF Condensate in the presence of chlorides and fluorides from THIS INFORMATION,NOR CAN IT ASSUME ANY LIABILITY paint,varnish,stains,adhesives,cleaning compounds,and IN CONNECTION WITH ITS USE.' cement create a corrosive condition which may cause rapid deterioration of the heat exchanger. i 1 � • Sharp Edge Hazard.Be careful of sharp edges on equip- FIRE&EXPLOSIVE HAZARD.DO NOT USE SEMI-RIGID ment or any cuts made on sheet metal while installing or METALLIC GAS CONNECTORS(FLEXIBLE GAS LINES) servicing.Personal injury may result. WITHIN THE FURNACE CABINET. FAILURE TO FOLLOW THIS WARNING COULD RESULT IN PROPERTY DAMAGE,PERSONAL INJURY OR DEATH. 2 18-CD201-7 Installer's Guide The following warning complies with State of California law,Proposition 65. Careful consideration must be taken in the installation process to avoid personal injury,property damage or equip- A WARNING went damage. These instructions do not cover all variations This product contains fiberglass wool insulationl in systems or provide for every possible contingency. Should further information be desired or particular problems arise Fiberglass dust and ceramic fibers are believed by the which are not covered sufficiently by this manual,contact your State of California to cause cancer through inhalation. local distributor or the manufacturer as listed on the Furnace Glasswool fibers may also cause respiratory,skin,or nameplate. eye irritation. In addiEion,these Furnaces are suitable for installation in Fnattic,garage or crawl space with ducted supply and return ay PRECAUTIONARY MEASURES • Avoid breathing fiberglass dust. Safety signal words are used to designate a degree or level of • Use a NIOSH approved dust/mist respirator. seriousness associated with a particular hazard. The signal • Avoid contact with the skin or eyes.Wear long-sleeved, words for safety markings are WARNING,and CAUTION. loose-fitting clothing,gloves,and eye protection. a. WARNING indicates a potentially hazardous situation which,if not avoided,could result in death or serious • Wash clothes separately from other clothing:rinse injury. washer thoroughly. b. CAUTION indicates a potentially hazardous situation • Operations such as sawing,blowing,tear-out,and which,if not avoided,may result in minor or moderate spraying may generate fiber concentrations requiring injury. It is also used to alert against unsafe practices additional respiratory protection. Use the appropriate and hazards involving only property damage. NIOSH approved respirator in these situations. FIRST AID MEASURES Eye Contact - Flush eyes with water to remove dust. If symptoms persist,seek medical attention. Skin Contact - Wash affected areas gently with soap and warm water after handling. t � - WARNING EXPLOSION HAZARD PROPANE GAS IS HEAVIER THAN AIR AND MAY COLLECT IN ANY LOW AREAS OR CONFINED SPACES. IN ADDITION,ODORANT FADE MAY MAKE THE GAS UNDETECTABLE EXCEPT WITH A WARNING DEVICE. IF THE GAS FURNACE IS INSTALLED IN A BASEMENT,AN EXCAVATED AREA OR A CONFINED SPACE, IT IS STRONGLY RECOMMENDED TO CONTACT A GAS SUPPLIER TO INSTALL A GAS DETECTING WARNING DEVICE IN CASE OF A GAS LEAK. THE MANUFACTURER OF YOUR FURNACE DOES NOT TEST ANY DETECTORS AND MAKES NO REPRESENTATIONS REGARDING ANY BRAND OR TYPE OF DETECTOR. 18-CD26D 1-7 3 Installer's Guide The following safety practices and precautions must be Contents followed during the installation,servicing,and operation of this Furnace. 1. Use only with the type of gas approved for this Furnace. Safety Section Refer to the Furnace rating plate. 2. Install this Furnace only in a location and position as Installation Instructions •� `` specified in"Location and Clearances"(page 5)of these instructions. General 5 _ . 3. Provide adequate combustion and ventilation air to the Location and Clearances v Furnace space as specified in"Air for Combustion and Outline Drawings : • 66-,. Ventilation"(page 9),of these instructions. Upflow Installation $ ' 4. Combustion products must be discharged outdoors. Connect this Furnace to an approved vent system only,as Downflow Installation 8 specified in the"Venting"section(page 15),of these Horizontal Installation instructions. Air For Combustion and Ventilation g 5. Never test for gas leaks with an open flame. Use a Duct Connections 10 commercially available soap solution made specifically for the detection of leaks to check all connections,as Return Air Filters 11 specified in the"Gas Piping"section of these instructions General Venting on page 31. Vent Tables E 19 6. Always install the Furnace to operate within the Horizontal Venting 20 ` Furnace's intended temperature-rise range with a duct system which has an external static pressure within the Horizontal Venting Through a Wall 21 allowable range,as specified on the unit rating plate. Venting Through The Roof Airflow with temperature rise for cfm versus static is Venting Routed Through a Masonry Chimney shown in the Service Facts accompanying this Furnace. 7. When a Furnace is installed so that supply ducts carry Downward Venting 26, air circulated by the Furnace to areas outside the space Condensate Drain Instructions E—27,y . containing the Furnace,the return air shall also be Gas Piping t32 ' , handled by a duct(s)sealed to the Furnace casing and Combustion and Input Check � ' terminating outside the space containing the Furnace. High Altitude Derate ;.35 8. A gas-fired Furnace for installation in a residential garage must be installed as specified in"Location and Electrical Connections Clearances"section(page 5),of these instructions. Field Wiring Diagrams3 9. The Furnace may be used for temporary heating of Start-up and Adjustment buildings or structures under construction o&when the following conditions have been met: Preliminary Inspections 41 a. The Furnace venting system must be complete and Lighting Instructions 1,4 - installed per manufacturers instructions. Sequence of Operation 41=. b. The Furnace is controlled only by a room Comfort Control and Safety Switch Adjustments 42 Control(no field jumpers). _> c. The Furnace return air duct must be complete and Conditions Affecting System Operation Sealed to the Furnace. IFC Error Flash Codes4 d. The Furnace input rate and temperature rise must be verified to be within nameplate marking. e. 100%of the Furnace combustion air requirement must come from outside the structure. f. The Furnace return air temperature range is be- tween 550 and 800 Fahrenheit. g. Clean the Furnace,duct work,and components upon substantial completion of the construction process,and verify Furnace operating conditions including ignition, input rate,temperature rise and venting,according to the manufacturer's instructions. 10. This product must be gas piped by a Licensed Plumber or Gas Fitter in the Commonwealth of Massachusetts. 4 18-CD26D 1-7 Installer's Guide GENERAL INSTALLATION INSTRUCTIONS 4. Are there at least 3 inches of clearance between the The manufacturer assumes no responsibility for equipment Furnace combustion air openings in the front panel and installed in violation of any code or regulation. any closed panel or door provided? It is recommended that Manual J of the Air Conditioning 5. Are the ventilation and combustion air openings large Contractors Association(ACCA)or A.R.I.230 be followed in enough and will they remain unobstructed? If outside air estimating heating requirements. When estimating heating is used,are the openings set 12"above the highest snow requirements for installation at Altitudes above 2000 ft., accumulation level(18"minimum in Canadian applica- remember the gas input must be reduced(See combustion tions)? and input check page 31). 6. Allow sufficient height in supply plenum above the Material in this shipment has been inspected at the Furnace to provide for cooling coil installation,if the factory and released to the transportation agency cooling coil is not installed at the time of this Furnace without known damage. Inspect exterior of carton for installation. evidence of rough handling in shipment. Unpack EVIPORTANT:The Furnace must be installed level. carefully after moving equipment to approximate The only allowable variation would be slightly to location. If damage to contents is found,report the the left and/or forward in upflow installations or damage immediately to the delivering agency. slightly toward the front in horizontal installations. Codes and local utility requirements governing the installa- This is necessary for proper condensate drainage. tion of gas fired equipment,wiring,plumbing,and flue 7. A Furnace shall be installed so electrical components are connections must be adhered to. In the absence of local codes, protected from water. the installation must conform with latest edition of the National Fuel Gas Code ANSI Z223.1•National Installation 8. If the Furnace is installed in a garage,it must be Code,CAN/CGA 13149.1. The latest code may be obtained installed so that the burners,and the ignition source are from the American Gas Association Laboratories,400 N. located not less than 18 inches above the floor and the Capitol St.NW,Washington D.C. 20001. Furnace must be located or protected to avoid physical 1-800-699-9277 or www.aga.org. damage from vehicles. These Furnaces have been classified as CATEGORY IV furnaces in accordance with latest edition of ANSI Z21.47 standards•CSA 2.3. Category IV furnaces operate with positive vent static pressure and with a flue loss less than 17 percent. These conditions require special venting systems, which must be gas tight and water tight. These Category IV Direct Vent Furnaces are approved for installation in Manu- factured/Mobile housing when used with BAYMFGH001A. LOCATION AND CLEARANCES i WARNING FIRE HAZARD.DO NOT INSTALL THE FURNACE DIRECTLY ON CARPETING,TILE OR OTHER COMBUSTIBLE MATE- RIAL OTHER THAN WOOD FLOORING. A CAUTION Do NOT install the Furnace in a corrosive or contaminated atmosphere. Failure to follow this caution could result in early equipment failure. The location of the Furnace is normally selected by the architect,the builder,or the installer. However,before the Furnace is moved into place,be sure to consider the following requirements: 1. Is the location selected as near the chimney or vent and as centralized for heat distribution as practical? 2. Do all clearances between the Furnace and enclosure equal or exceed the minimums stated in Clearance Table on the Outline Drawings? 3. Is there sufficient space for servicing the Furnace and other equipment? A minimum of 24 inches front accessi- bility to the Furnace must be provided. Any access door or panel must permit removal of the largest component. 18-CD26D1-7 5 4-112" i Figure 2.Upflow Outline Drawing 3 OUTLET ppm:-HH DIM _C- AIR - 3�EE"NOTES ONNgEzT DIM E /w 5/8" 19-5/8" 0 1/8" KNOCKOUT YI 4 I/16" HORIZONTAL APPLICATION ELECTRICAL 0-1 (THIS SIDE ONLY) SUPPLY OUTSIDE AIR �.-2-1/16" (ALTERNATE) I/2" 0 7/8" HOLE ' ELECTRICAL 3 I5/16" =• SUPPLY 2-1/16" 0 I I/2" KNOCKOUT GAS SUPPLY 1/78" z 7/8" (ALTERNATE) SLOT KNOCKOUT -—- CONDENSATE DRAIN 0 1-112" GAS (HORIZONTAL) SUPPLY Q ' 1-1/8" KNOCKOUT 1-5/8" CONDENSATE DRAIN —-—-—-—-—-—- 0 (ALTERNATEI 0 1-1/8" KNOCKOUT CONDENSATE DRAIN 1-5/16" ---- 0 32" P ---- SIDE -.- -- - - - -- S, SIDE 28 I/40 5/8" 19-I12" RETURN R 1 14-7/8" 14 7/8 1 RETURN : 11/8" 22-1/2" L_ -- - - - - - - AIR 20 /4' -- - ►—DIM "A"--� 5 23-3/4" 1-9/I6" - - - - _- - 6 112" 23-3/4" 5" 17/8" 1/2" MODEL MINIMUM CLEARANCE TO DIM "A" DIM "B" DIM "C" DIM "D" DIM "E" DIM "F" z8-1/2" )SEE NOTE t &21 COMBUSTIBLE MATERIALS +UH2BO6OA9V3V"" UPFLOW +UH2808OA9V3V^^ 11 I/2" 2 I/4" 16 I/4" 6" 1 I/2" 2" SIDES 0 IN. +UH2CIOOA9V4V"" 21" 2-112" 19-3/4" 19-1/2" 9" 3" REAR 0 IN. FRONT 3 IN. +UH2D120A9V5V"^ 24 I/2" 2 IS/16" 23 I!4" 23" 10" 3" TOP I IN. FLUE 0 IN. DIM -D" INLET �° + PREFIX MAY BE "A" OR "T" NOTES: ------------------ O •+ SUFFIX LETTER MAY BE "D" 0 THRU 9 I. :UX:20C960 REOUIRES 3" DIAMETER VENT PIPE. HORRONTAL)FLUE AIR +++ SUFFIX LETTER MAY BE "W" 0 THRU 9 +UXI000948 b +UX100 960 REOUIRES 2-1/2" OR 3" DISCHARGE ON THE LEFTI "^ SUFFIX LETTER MAY BE A - Z DIAMETER VENT PIPE. ALCOVE 2. DIAMETER OF VENT PIPE MAY BE LIMITED TO 2-112" OR 3" SIDES ON SOME MODELS AT DIFFERENT ALTITUDES. REFER TO THE RIGHT 0 IN. VENT LENGTH TABLE FOR PROPER APPLICATION. LEFT 0 IN. 3/4„� REAR 6 IN. FRONT 18 IN. 3/4" TOP IN. FLUE 0 IN. CLOSET SIDES 00 RIGHT I IN. n LEFT I IN. REAR 3 IN. N FRONT 3 IN. o1j TOP I IN. 0 FLUE 0 IN. 44 91, o Figure 3.Downflow Outline Drawing N 0) 0 V 02 FLUE CONNECT SEE NOTE I 5/8 + 4-112 B NOTES: II I. DIAMETER OF VENT PIPE MAY BE LIMITED TO 2-112" OR 3° ON SOME MODELS AT DIFFERENT ALTITUDES. REFER TO THE VENT LENGTH TABLE —- FOR PROPER APPLICATION. RICAL C INLET CONNECTION T(ALTERNATE) AIR 5 HORIZONTAL APPLICATION (THIS SIDE ONLY) 0 7/8 ELECTRICAL 1/2 KNOCKOUT CONNECTION (ALTERNATE) 03 OPENING 2'1/8� � 19 5/8 5/8 AIR INTAKE HORIZONTAL CONDENSATE DRAIN 4-I/16 o I 0 1-112 GAS 1-718' , 7/8" 3" CONNECTION CONNECTION SLOT KNOCKOUT 112 AIR INTAKE ®I I. )� 0 07/8` / \ �- —-—- -—- -—-—- ELECTRICAL SUPPLY 40 ,---- ------ -- -—-— 2-1/16 25 r O' 31 0, I - 20-I/4 —-—-—- 0 — —3-I5/16 -—- 17-1/4° CONDENSATE DRAIN I /8 2 13/16 CONDENSATE KNOCKOUT i I 1 o MINIMUM CLEARANCE TO COMBUSTIBLE MATERIALS DOWNFLOW 3-3/4 L 1-3/8 SIDES 0 IN. 5-5/16 CONDENSATE DRAIN REAR 0 IN. FRONT 3 IN. 28 12 ¢I-5/16 KNOCKOUT MODEL DIM "A" DIM "B DIM "C" DIM "D" F�uE 0 iN. /� (SEE NOTE 11 11111110 G S CO +DH2B060A9V3V" HORRONfAL mix GAS CONNECTION 1 7-I/2° 2-I/4° 16- /4" 16" DISCHARGE ON TTIE LEFT) -------- (ALTERNATE) KNOCKOUT fDH28080A9V3V^" iDH2C100A9V4V^^ 21" 2-1/2" 19-3/4" 19-I/2" SIALCODES SENSE ;DH2D120A9V5V^^ 24-1/2" 2-15/16" 23-1/4" 23" LEFTT 0 iN. OUTLET REAR 6IN. D PREFIX MAY BE "A" OR "T" FRONT 18 IN. AIR #+ SUFF IX LETTER MAY BE "D" - 0 THRU 9 TOP I 1N. �w +#� SUFFIX LETTER MAY BE "W" - 0 THRU 9 L A A FLUE 0 IN. ,II SUFFIX LETTER MAY BE A - Z CLOSET SIDES 3/4 RIGHT I IN. LEFT N. 3/4 19-9/16 7-3/4 REAR 3 IN. FRONT 3 IN. ME TOP I N. FLUE 0 IN. V Installer's Guide INSTALLATION INSTRUCTIONS Table 1 Required floor opening: (DOWNFLOW) CABINET RETURN FLOOR OPENING PLENUM OPENING I _ WIDTH DUCTIMDTH FIRE HAZARD.DO NOT INSTALL THE FURNACE DIRECTLY 17-1/2' 16-1/4" 1&&9' 20-1/9' 15-5/8" 19-318" ON CARPETING,TILE OR OTHER COMBUSTIBLE MATE- 21" 19.34' 20-1/9' 20-1/9' 19-1/8' 19-3/9' RIAL OTHER THAN WOOD FLOORING.FOR VERTICAL DOWNFLOW APPLICATION,SUBBASE(BAYBASE205) 24-1/2' 23-1/4" 23-59' 20-1/8" 22-59' . 19.3/8" MUST BE USED BETWEEN THE FURNACE AND COMBUS- TIBLE FLOORING.WHEN THE DOWNFLOW FURNACE IS r ————— INSTALLED VERTICALLY WITH A CASED COIL,A SUB- BASE IS NOT REQUIRED. A(width) I B(depth) I The bottom panel of the upflow furnace must be removed for FURNACE bottom return air. FRONT D Remove the filter and lay the furnace on its back.Remove the two 5/16"hex screws securing the bottom front channel to the C cabinet.Lower the front edge of the bottom front channel and L —————L J pull forward to remove the channel.The bottom return air panel will now easily slide out of the cabinet.Reinstall the Figure 6 bottom front channel and filter for upflow bottom return installations. HORIZONTAL INSTALLATION UPFLOW INSTALLATION The coil and Furnace must be fully supported when used in Standoffs and screws(See Figure 4)are included with the the horizontal position. It is always recommended that an cased coils for attachment to the Furnace. There are clear- auxiliary drain pan be installed under a horizontally in- ance alignment holes near the bottom of the coil wrapper. stalled evaporator coil or 90%Gas Furnace. Connect the Drill screws are used to engage the Furnace top flanges. The auxiliary drain line to a separate drain line(no trap is needed standoff is inserted into the cabinet alignment hole. The drill in this line). screws are inserted through the standoffs then screwed into Three brackets(with screws)are included with downflow the Furnace flange. The coil is always placed downstream of furnaces for installtion to stabilize and secure the 2/4TXC the Furnace airflow. The above instructions apply only if the cased coil in the horizontal position. See Figure 8. pp y y coil is on top of an upflow Furnace The cased coil is secured to the Furnace.The brackets mount using the rear screws on the coil case.Use the screws provided I to secure the bracket to the Furnace. The remaining bracket FOR VERTICAL is placed as close to horizontal center as possible between the cr,�F i coil and the Furnace,converted to horizontal,aligns and STANDOFFS(4) DRILL SCREWS(4) attaches to the TXC coil. 0 The Furnace and the cased coil must be properly supported. The Furnace may be installed in an attic or crawl space in the horizontal position by placing the Furnace on the left side(as viewed from the front in the vertical position). The horizontal SCREWS Furnace installation in an attic should be on a service s ` BOTH SIDES) platform large enough to allow for proper clearances on all �oyT eF STANDOFFS sides and service access to the front of the Furnace(See (BOTH SIDES) Figure 6&Table 1). Line contact is only permissible between Figure 4 lines formed by intersections of the top and two sides of the furnace casing and building joists,studs,or framing. DOWNFLOW INSTALLATION The Furnace may be placed horizontally in a crawl space on a CABINET SIDE CABINET SIDE pad or other noncombustible material which will raise the E SUB-BASE unit for sufficient protection from moisture. (BENT UPI SUaeA E The Furnace must be supported at both ends and the SUB-0ASE D1SuunoN middle when installed horizontally. The Furnace must PLENUN - also be elevated approximately 4-6 inches to allow DUCT - _-_ clearance for the condensate drain to exit the cabinet in the horizontal position. Figure 5 Table 2 MINIMUM CLEARANCE FROM COMBUSTIBLE MATERIALS FOR IMPORTANT. UPFLOW/HORIZONTAL AND DOWNFLOW/HORIZONTAL FURNACES The 214TXC cased coil must UNIT LOCATION be placed downstream of the VERTICAL HORIZONTAL HORIZONTAL FURNACE SURFACE CLOSET CLOSET ALCOVE/ATTIC furnace. In horizontal instal- SIDES o^ 1" 0^ lations,the apex of the coil BACK 0^ 3^ 6^ may point either toward or TOP 1" 1" 1" away from the furnace. See FRONT 3" 1 3" 18" the 214TXC coil Installer's VENT 0" o^ 0^ Guide for more details. NOTE: CLEARANCE REQUIRED AT TOP OF PLENUM IS 1" 8 18-CD201-7 Installer's Guide The horizontal Furnace may also be suspended from the Table 3 joists using all-thread rods with a substantial metal support MINIMUM AREA IN SQUARE FEET frame that supports the entire length of the furnace. The FOR UNCONFINED SPACE INSTALLATIONS rods need to be of sufficient length to allow for proper clear- ances from combustible materials. The frame needs to be at FURNACE WITH 8 FT.CEILING least 32"in length to allow for access to service panels. MAXIMUM BTUH MINIMUM AREA IN SQUARE INPUT RATING FEET OF UNCONFINED SPACE If the Furnace is suspended using steel strap,it must be 60,000 375 supported at all four corners and in the middle at the front of 80,000 500 the Furnace. 100,000 625 120,000 750 140,000 875 Unconfined space is defined in Table 3 and Figure 9. These / spaces may have adequate air by infiltration to provide air for combustion,ventilation,and dilution of flue gases. Buildings with tight construction(for example,weather UPFLOW/ stripping,heavily insulated,caulked,vapor barrier,etc.),may HORIZONTAL need additional air provided as described for confined space. SHOWN WITH DIRECT VENT LAll air from inside the building as in Figure 11:The con- fined space shall be provided with two permanent Figure 7 openings communicating directly with an additional room(s)of sufficient volume so that the combined volume CASED COIL CONNECTION of all spaces meets the criteria for an unconfined space. o The total input of all gas utilization equipment installed BRACKET FOR DOWNFLOW 0 o in the combined space shall be considered in making this FURNACE IN HORIZONTAL o C1 determination. Refer to Table 4,for minimum open DOWNFLOW ONLY lr° areas required. Figure 8 2. All air from outdoors as in Figure 12:The confined space shall be provided with two permanent openings,one AIR FOR COMBUSTION AND VENTILATION commencing within 12 inches of the top and one com- The following waming complies with State of Califomia law,Proposition 65. mencing within 12 inches of the bottom of the enclosure. The openings shall communicate directly,or by ducts, A WARNING MR with the outdoors or spaces(crawl or attic)that freely HAZARDOUS GASESI communicate with the outdoors. Refer to Table 4,for EXPOSURE TO FUEL SUBSTANCES OR BY-PRODUCTS minimum open areas required. OF INCOMPLETE FUEL COMBUSTION IS BELIEVED BY CONFINED THE STATE OF CALIFORNIATO CAUSE CANCER, BIRTH DEFECTS,OR OTHER REPRODUCTIVE HARM. LESS THAN 50 CU.FT. FURNACE Adequate flow of combustion and ventilating air must not be PER 1000 BTUIHR.INPUT - obstructed from reaching the Furnace. Air openings provided ALL EQUIP INSTALLED in the Furnace casing must be kept free of obstructions which Figure 10 restrict the flow of air. Airflow restrictions affect the efficiency Table 4 and safe operation of the Furnace. Keep this in mind should MINIMUM FREE AREA IN SQUARE INCHES you choose to remodel or change the area which contains your EACH OPENING(FURNACE ONLY) Furnace. Furnaces must have a free flow of air for proper performance. Furnace Maximum Air Air From Outside Provisions for combustion and ventilation air shall be made BTUH/INPUT From Vertical Horizontal in accordance with"latest edition"of Section 5.3,Air for Rating Inside Duct Duct Combustion and Ventilation,of the National Fuel Gas Code, 60,000 100 15 30 ANSI Z223.1,or Sections 7.2,7.3 or 7.4 of CSA B149.1 80,000 100 20 40 Installation Codes,and applicable provisions of the local 100,000 100 25 50 building codes. Special conditions created by mechanical 120,000 120 30 60 exhausting of air and fireplaces must be considered to avoid 140,000 140 35 70 unsatisfactory Furnace operation. Confined spaces are installations with less than 50 cu.ft.of UNCONFINED space per 1000 BTU/hr input from all equipment installed. Confined space is defined in Figure 10. Air for combustion 50 CU.FT.OR MORE No and ventilation requirements can be supplied from inside the PER 1000 BTU/HR.INPUT DOORS\ building as in Figure 11 or from the outdoors,as in Figure 12. ALL EQUIP.INSTALLED 3. The following types of installations will require use of FURNACE WATER OMES C NEATER DRYER OUTDOOR AIR for combustion,due to chemical C' exposures: Figure 9 *Commercial buildings *Buildings with indoor pools Furnace locations may be in a confined space(see Figure 10) *Furnaces installed in commercial laundry rooms or an unconfined space(See Figure 9). *Furnaces installed in hobby or craft rooms 18-CD261)1-7 9 Installer's Guide *Furnaces installed near chemical storage areas. Exposure to the following substances in the combus- tion air supply will also require OUTDOOR AIR for CONFINED SPACE combustion: AIR FROM INSIDE BUILDING *Permanent wave solutions *Chlorinated waxes and cleaners *Chlorine based swimming pool chemicals *Water softening chemicals *Deicing salts or chemicals SPACE NED *Carbon Tetrachloride *Halogen type refrigerants PERMANENT *Cleaning solvents(such as perchloroethylene) * GS Printing inks,paint removers,varnish,etc. *Hydrochloric acid *Cements and glues Figure 11 *Antistatic fabric softeners for clothes dryers *Masonry acid washing materials CONFINED SPACE NOTE.Extended warranties are not available in some AIR FROM OUTDOORS instances. Extended warranty does not cover repairs to equipment installed in establishments with corrosive atmospheres,including but limited to,dry cleaners,beauty shops,and printing facilities. DUCT CONNECTIONS CONFINED OUTLET SPACE OUTDOOR AIR DUCTS I CAUTION INLET SAFETY HAZARD Sharp Edge Hazard. Be careful of sharp edges on equip- ment or any cuts made on sheet metal while installing or servicing. Personal injury may result. Air duct systems should be installed in accordance with CONFINED SPACE standards for air conditioning systems,National Fire AIR FROM VENTILATED ATTIC/CRAWL SPACE Protection Association Pamphlet No.90. They should be Rf ATTIC LOWERS sized in accordance with ACCA Manual D. TO OUTDOORS Central Furnaces,when used in connection with cooling units, shall be installed in parallel or on the upstream side of the OUTLET cooling coil to avoid condensation in the heat exchanger. With a CONFINED AIR parallel flow arrangement,the dampers or other means used to SPACE control flow of air shall be adequate to prevent chilled air from entering the Furnace,and if manually operated,must be E INLET equipped with means to prevent operation of either unit unless NET ART AIR DUCT the damper is in full heat or cool position. Flexible connections of nonflammable material may be used for return air and discharge connections to reduce the transmission of vibration. Though these units have been specifically designed for quiet,vibration free operation,air ducts can act as sounding CONFINED SPACE rj�\ boards and could,if poorly installed,result in vibration to the AIR FROM VENTILATED ATTIC annoyance level. ATTIC LOUVERS When the Furnace is located in a utility room adjacent to the ® TO OUTDOORS living area,the system should be carefully designed with returns to minimize noise transmission through the return air grille. Although these Furnaces are designed with large OUTLET blowers operating at moderate speeds,any blower moving a CONFINED AIR high volume of air will produce audible noise which could be SPACE objectionable when the unit is located very close to a living area. It is often advisable to route the return air ducts under INLET the floor or through the attic. Such design permits the AIR DUCT installation of air return remote from the living area(i.e. central hall). When the Furnace is installed so that the supply ducts carry Figure 12 air circulated by the Furnace to areas outside the space containing the Furnace,the return air shall also be handled by a duct(s)sealed to the Furnace and terminating outside the space containing the Furnace. 10 18-CD26D 1-7 TRANSMITTAL PATRIOT BUILDERS,INC. 200" l AR 2 8 PH 3: 5 5 537 Route 28 Harwich Port,MA 02646 Phone:508-430-0771 -� -- Fax: 508432-7789 �D i V I Ci 10 N Date: March 28,2008 To: Jack LeBoeuf—Building inspector Town of Barnstable 200 Main Street Hyannis,MA 02601 From: Chris Childs Re: 116 Goodview Way,Barnstable Mr. LeBoeuf, Per your request,I have enclosed the following information: 1. Stamped revised plans with all notations reflecting compliance with Mass checklist for 110 mph exposure B wind zone. (1 original and 2 copies) 2. Uplift connections for screened porch. (sheet A-7) Please contact me if you need any additional information. 7ild s Patriot Builders,Inc. fi cu. y a 116 Goodview Way, Barnstable 10/28/08 q� s 640 n 116 Goodview Way, Barnstable 10/28/08 116 Goodview Way, Barnstable 10/28/08 J 9i SLJ to 116 Goodview Way, Barnstable 10/28/08 t Mn_ mn IN 14 + 1♦ 5 l a 116 Goodview Way, Bamstable 10/28/08 ,r ,.s 116 Goodview Way, Bamstable 10/28/08 t: ry �X � m. 116 Goodview Way, Barnstable 10/28/08 Patriot Builders 537 Route 28 Harwich Port, MA 02646 BeamChek v2.4 licensed to:Chris Chrlds Reg#2308-64423 116 Goodview Way Main Basement Girder Prepared by: csc Date: 3/03/08 Selection (4)1-3/4x 11-7/8 2.0E BC Versa-Lam®SP Conditions Min Bearing Area R1= 15.3 in2R2=13.9 in2 DL Defl 0.08 in Data Beam Span 10.0 ft Reaction 1 LL 10200# Reaction 2 LL 9350# Beam Wt per ft 21.36# Reaction 1 TL 13027# Reaction 2 TL 11837# Bm Wt Included 214# Maximum V 13027# Max Moment 36987'# Max V(Reduced) 11155# TL Max Defl L/240 TL Actual Defl L/344 LL Max Defl L/360 LL Actual Defl L/445 Attributes Section in3 Shear in2 TL Defl in LL Defl Actual 164.52 83.13 0.35 0.27 Critical 152.87 57.70 0.50 0.33 Status OK OK OK OK Ratio 93% 69% 70% 81% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Base Values 2900 290 2.0 850 Base Adjusted 2903 290 2.0 850 Adiustments CF Size Factor 1.001 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 Loads Uniform LL: 1530 Uniform TL 1870 =A Point LL Point TL Distance 4250 B=5950 4.0 Uniform Load A Pt loads: B R1 = 13027 R2=11837 SPAN= 10 FT Uniform and partial uniform loads are Ibs per lineal ft. F, Patriot Builders 537 Route 28 Harwich Port, MA 02646 BeamChek v2.4 licensed to:Chris Childs Reg#2308-64423 116 Goodview Way Basement Girder under mudroom Prepared by: csc Date: 3/03/08 Selection (3)1.3/4x 11-7/8 2.0E BC Versa-Lam®SP Conditions Min Bearing Area R1= 11.6 in2R2= 11.6 in' DL Defl 0.08 In Data Beam Span 10.0 ft Reaction 1 LL 7350# Reaction 2 LL 7350# Beam Wt per ft 16.02# Reaction 1 TL 9880# Reaction 2 TL 9880# Bm Wt Included 160# Maximum V 9880# Max Moment 24700'# Max V(Reduced) 7925# TL Max Defl L/240 TL Actual Defl L/396 LL Max Defl L/360 LL Actual Defl L/532 Attributes Section W Shear(in') TL Defl in LL Defl Actual 123.39 62.34 0.30 0.23 Critical 102.09 40.99 0.50 0.33 Status OK OK OK OK Ratio 83% 66% 61% 68% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Base Values 2900 290 2.0 850 Base Adjusted 2903 290 2.0 850 Adiustments CF Size Factor 1.001 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 r I Loads Uniform LL: 1470 Uniform TL: 1960 =A h Uniform Load A RI =9880 R2=9880 SPAN.= 10 FT Uniform and partial uniform loads are Ibs per lineal ft. Patriot Builders 537 Route 28 Harwich Port, MA 02646 BeamChek v2.4 licensed to:Chris Childs Reg#2308-64423 116 Goodview Way Beam supporting second floor Prepared by: csc Date: 3103/08 Selection (3)1-3/4x 14 2.0E BC Versa-Lam®SP Conditions Min Bearing Area R1= 11.7 in2R2= 10.9 in DL Defl 0.17 in Data Beam Span 14.0 ft Reaction 1 LL 6934# Reaction 2 LL 6496# Beam Wt per ft 18.89# Reaction 1 TL 9938# Reaction 2 TL 9282# Bm Wt Included 264# Maximum V 9938# Max Moment 35637 W Max V(Reduced) 8527# TL Max Defl L/240 TL Actual Defl L/310 LL Max Defl L/360 LL Actual Defl L/445 Attributes Section in' Shear in2 TL Defl in LL Defl Actual 171.50 73.50 0.54 0.38 Critical 150.01 44.11 0.70 0.47 Status OK OK OK OK Ratio 87% 60% 78% 81% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Base Values 2900 290 2.0 850 Base Adjusted 2851 290 2.0 850 Adjustments CF Size Factor 0.983 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 Loads Uniform LL:850 Uniform TL: 1190 =A Point LL Point TL Distance 1530 B=2295 5.0 Uniform Load A Pt loads: B RI =9938 R2=9282 SPAN= 14 FT Uniform and partial uniform loads are Ibs per lineal ft. rW Patriot Builders 537 Route 28 Harwich Port, MA 02646 BeamChek v2.4 licensed to:Chris Childs Reg#2308-64423 116 Goodview Way Steel Beam at Garage Prepared by: csc Date: 3/03/08 Selection W 14x 30 36 ksi Wide Flange Steel Lateral Support at: Lc=7.1 ft Max, Conditions Actual Size is 6-3/4 x 13-7/8 in., Min Bearing Length R1=0.9 in. R2=0.9 in. DL Defl 0.13 in Suggested Camber 0.20 in Data Beam Span 24.0 ft Reaction 1 LL 4320# Reaction 2 LL 4320# Beam Wt per It 30.0# Reaction 1 TL 6120# Reaction 2 TL 6120# Bm Wt Included 720# Maximum V 6120# Max Moment 36720 W Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/639 LL Max Defl L/360 LL Actual Defl L/906 Attributes Section in' Shear in2 TL Defl in LL Defl Actual 42.00 3.74 0.45 0.32 Critical 18.55 0.43 1.20 0.80 Status OK OK OK OK Ratio 44% 11% 38% 40% Fb(psi) Fv(psi) E(psi x mil) Values Base Value Fy 36000 36000 29.0 Base Adjusted 23760 14400 29.0 Adjustments YP Factor, Lc 0.66 0.40 Loads Uniform LL:360 Uniform TL: 480 =A Uniform Load A R 1 =6120 R2=8120 SPAN=24 FT Uniform and partial uniform loads are Ibs per lineal ft. M °g REScheck Software Version 4.1.3 Compliance Certificate Project Title: Ford Residence Report Date:03/03/08 Data filename:Untitled.rck Energy Code: Massachusetts Energy Code Location: Barnstable,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 21% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor. 116 Goodview Way Chris Childs Barnstable,MA Patriot Builders,Inc. 537 Route 28 Harwich Port,MA 02646 508430-0771 Compliance:9.6%Better Than Code Maximum UA:676 Your UA:611 Ceiling 1:Flat Ceiling or Scissor Truss 1697 30.0 0.0 59 Ceiling 2:Cathedral Ceiling(no attic) 294 30.0 0.0 10 Wall 1:Wood Frame,16'o.c. 3453 19.0 0.0 163 Window 1:Wood Frame:Double Pane with Low-E 481 0.400 192 Door 1:Solid 21 0.160 3 Door 2:Glass 240 0.370 89 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2024 19.0 0.0 95 Boiler 1:Other(Except Gas-Fired Steam)92 AFUE Air Conditioner 1:Electric Central Air13 SEER Air Conditioner 2:Electric Central Air13 SEER 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 EScheck Inspection Checklist The heating load for.this building,and the cooling load if appropriate,has been determined using the Me Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the buildi g n 125%of the design load as specified in Sections 780CMR 1310 and J4.4. 1A Lia�L.nS �Sr £-�l�nl�Mera� r 6 Name-Title 66 tun Da e ............... .... ...... ................ _, _.. . ........ Project Title:Ford Residence Report date:03/03/08 Data filename:Untitled.rck Page 1 of 4 • B REScheck Software Version 4.1.3 Inspection Checklist Date:03/03/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 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-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor.0.460 For windows without labeled U factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor.0.160 Comments: ❑ Door 2:Glass,U-factor:0.370 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Boiler 1:Other(Except Gas-Fired Steam):92 AFUE or higher Make and Model Number. ❑ Air Conditioner 1:Electric Central Air:13 SEER or higher Make and Model Number. ❑Air Conditioner 2:Electric Central Air 13 SEER or higher Make and Model Number. 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 flxtures#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 cirri(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 Ibstft2 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: ....................... ......................... .......... Project rile:Ford Residence Report date:03103/08 Data filename: Untitled.rck Page 2 of 4 _ Materials and equipment are identified so that compliance can be determined. -A 0 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ' Insulation R-values,glazing U-factors,and heating equipment efficiency are dearly marked on the building plans or specifications. 0 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: 0 Ducts are insulated per Table 6106.4.4.3. Duct Construction: 0 AO 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 rot permitted. 0 The HVAC system provides a means for balancing air and water systems. Temperature Controls: 0 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: 0 Rated output capacity of the heating/cooling system is not greater than 125%of the design bad as specified in Sections 780CMR 6106.4. Circulating Hot Water Systems: - 0 Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: 0 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 dock. 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. .......................... ................,......................,......,........... .., . .... Project rifle:Ford Residence Report date:03/03/08 Data filename: Untitled.rck Page 3 of 4 • Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thlckness�In Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(°F) 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 0.6 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Piping S T Fluid Temp.p ng System Types Rangeff) 2"Runouts 1"and Less 125"to 2.0" 2.5"to 4" Heating Systems Low Pressurefrmperature 201-250 1.0 1.6 IS 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) ............ ...................................:. Project Title:Ford Residence Report date:03/03/08 Data fitename: Untitted.rck Page 4 of 4 r east cape engineering, inc. 44 Route 28 P.O. Box 1525 CIVIL ENGINEERING Orleans,Mass.02653 LAND SURVEYING WATER RESOURCES LAND COURT ENVIRONMENTAL - 5U8'255'712U SITE PLANNING SANITARY CERTIFIED PLANS STRUCTURAL Fax 508-255-3176 WATERFRONT 7th Edition Massachusetts Building Code Mass. Version of the WFCM 110 MPH Exposure B Checklist Summary of Construction Requirements Project: Patriot Builders, Ford Residence, 116 Good View Way, Barnstable Per Barnstable building department, site is Exposure B Check list has been satisfied except for the following: The north elevation does not have the minimum % full height sheathing along the wall. Calculated 27%,minimum required is 34% Options: 1) Remove one window from the great room looking into the screen room or reduce the total width of rough openings of the windows/doors in this elevation by three feet. 2) Install APA portals on both sides of all the multi-mullioned window/door openings in accordance with the attached approved APA 16" or 24" portal construction detail NOt noV- Lot YW, birniVlGt���11 60 Ut pJad Standard framing connection requirements: SCed? Gk Table 2 for WFCM manual(attached) Anchor Bolt Requirements: 5/8"bolts spaced 32"o/c with minimum embedment of 7"into concrete. Additionally, a bolt must be placed between 6"and 12"of each corner. All plates to be connected using 3"x3"x1/4" square plate washers Floor Construction Requirements: First two joist bays on each floor to be blocked with 2x lumber 4' on center for the length of the joist. Sheathing to be nailed in accordance with Table 2 ( 8d nails, 6"spacing at the edges and 12 inch spacing in the field). Block sheet edges w/minimum 2x4 blocks to allow 6"spacing to continue across joist bays. Exterior Wall Requirements: All exterior wall studs to be 2x6, 16"on center. The double top plates on the exterior walls to have a minimum splice length of 4 feet and splices to be nailed with 6— 16d nails in accordance with Table 6 in the WFCM 11 OB booklet. Nailing of plates to studs to be with 2- 16d nails. The bottom plate to floor box nailing is 4- 16d nails per foot on the north/south elevations and 3 — 16d nails per foot on the east/west elevations For all door and window openings,multiple king studs are required. For openings up to 4 feet wide,2 king studs are required,for opening 5 feet to 9 feet wide, 3 kings studs are required. For shear and uplift connection of the sheathing,the sheathing is to be nailed 6"on center at the edges and 12"on center in the field for all sheathing in the east and west elevations. For the north and south elevations,nailing is 3"on center on the edges and 12"on center in the field. All nails are to be 8d or equivalent gun nails. All edges must be blocked with 2x4 minimum blocks at panel edges to ensure spacing is maintained between stud bays. In order to eliminate the need for steel strap ties and hold downs per the WFCM manual, sheathing must be installed in accordance with Note 4 on the Mass Checklist. This includes using full sheets of sheathing running from the PT plate at the foundation up to at least 2 inches into the second floor box(Note 4 Sheet attached). For the north elevation see bold note at top P for options to meet checklist requirements for %full height sheathing. Roof Framing Requirements: Rafter connection to the top plate requires Simpson H-10 or H-14 hurricane clips on every rafter. H-2.5 clips can be used if blocking is installed between rafter bays at the plate to resist shear and lateral loads. All clips to be install in accordance with Simpson requirements. Collar ties are required within the upper third of the roof height on every rafter connection or use Simpson LSTA 18 straps on top of roof sheathing across ridge on every rafter nailed in accordance with Simpson Requirements Sheathing to be nailed using 8d or equivalent nails 6"on center at the edges, 12"on center in the field. Block between rafters at sheathing edges to maintain nail spacing across rafter bays. I Limitations and Contractor Responsibilities The contractor must refer to the Tables and Figures within the WFCM 110 MPH Exposure B booklet for illustrations and requirements discussed within this summary. All connections and nailing must meet the requirements herein and as illustrated in the booklet in order to be in compliance with the building code. The contractor is responsible to ensure all connections,nailing,and anchor bolts are visible to the inspector at the time of the framing inspection/foundation inspection. The contractor must reference the Simpson Strong Tie C-2008 catalogue for all strap,hangar, and tie installation requirements and limitations. This document and the attachments as well as a copy of the WFCM booklet must accompany all sets of plans submitted to the building department and issued to the contractor/subcontractors unless the plans are updated with notes and details that reflect the requirements stated in this document and attachments. This review was completed on plans submitted by Patriot Builders dated 8/7/07 and revised 1/23/08 and was based on the floor plans,elevations,and sections provided. Any changes to these plans or field changes made may render the requirements outlined in this document null and void and could result in non-compliance with the requiremf e wind design. �"OF 4t4s690 MARECn tic McKEN- 9088 O Mark A. McKenzie,P.E. °�`Fss�rS;'S .� Treasurer,East Cape Engineers Attachments: WFCM Manual Table 2—Nailing Requirements Mass Checklist Note 4—Sheathing Nailing Requirements APA Portal Frame Construction Requirements WTI ?I 110 MPH EXPOSURE B WIND ZONE Table 2. General Nailing Schedule t sNail Spacing Blocking to Rafter (Toe-nailed) 2-8d j 2-10d each end M Rim Board to Rafter (End-nailed) 2-16d 3-16d each end Z 33 y'� a'tl�Frarn�ng t�k f ny Mr � r' b 1if �" L - 42 Top Plate$at Intorsections (Face nailed) 4 16d = 5 -16d a at fomts r s Stutl to Stud (Face nailed) 2 16d 2-16d � � 24"oC � 33 Header toHeader(Face:;-nailed) 16d 16d 16"o calong edges Z'P , Joist to Sill, Top Plate or Girder(Toe-nailed) (Fig. 14) 4-8d 4-10d per.joist `U) Blocking to Joist (Toe-nailed) 2- 8d 2-10d each end . Blocking to Sill or Top Plate (Toe-nailed) 3-16d 4-16d each block Z Ledger Strip to Beam or Girder(Face-nailed) 3-16d 4-16d each joist Joist on Ledger to Beam (Toe-nailed) 3-Sd 13-10d. per joist` F Band i - Jo Joist to Joist End nailed (Fig. 14 -1 3 6d 4-16d per joist.( ) ( 9 ) p f Band Joist to Sill or Top Plate ) (Fi .Toe-nailed 2-16d 3-16d per foot ( 9 14) YS -....sr ':��.."c?„'!�'v"..e3",.� �, �'�.•y+-*,..w..... .. �......z� ,.W,,w�'�.v.;,:.w,.. "„ �i'r ,.t'+. .,Ea'.;�5� ,si a u�_ � y s^^ V Wood Structural Panels rafters or trusses spaced up to 16" o.c. 8d 10d 6" edge/6"field` rafters or trusses spaced over 16"o.c. 8d 10d 4" edge/4":field gable endwall rake or rake truss w/o gable overhang 8d 10d 6" edge/6"field gable endwall rake or rake truss w/structural 8d 10d 6" edge/6"field outlookers i gable endwall rake or rake truss w/lookout blocks 8d 10d 4" edge/4"field 'E § g G' sum,\Nallboartl ers Yp 5d cool ,. 7° edge/10"field .,x y=q, Wood Structural Panels i studs spaced up to 24" o.c. 8d 10d 6" edge/12"field 1/2" and 25/32" Fiberboard Panels 8d1 — 3" edge/6".field 1/2" Gypsum Wallboard 5d coolers — 7" edge/10"field Wood Structural Panels 1" or less 8d 10d 6" edge/ 12"field greater than 1" 10d 16d 6" edge/6"field 1 Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted,check IBC for additional requirements. Nails. Unless otherwise stated,sizes given for nails are common wire sizes.Box and pneumatic nails of equivalent diameter and equal or greater length to the specified common nails may be substituted unless otherwise prohibited. AMERICAN FOREST&PAPER ASSOCIATION f AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -WHEN THIS EDGE RESTS ON FAAAAING(ME W NALS. ''-- I--_---IT-_--- - 11 11 tl 11 It 1 ' !I 1! 1 Y 1-I it 11 11 1 11 11 11 11 Ir 11 11 11 1 11 11 11 11 11 7 11 11 1 11 Il - 1 1 ( 11 11 N 1 IL `C 11 1i, 1 O 11 P! F I t 1 1 r l Q 1 F li 11 O II CD II 11 1 Z W h �1 11 11 � 1 1f 1 x X d�f ii 11 1 It 1L 11 1 I! Q 11 If 1 IL I� W1 I I I I 1 1 1 I I I t t l 7s 1 la t i I1 -- 11 MAIL SPACING PANEL � � y See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment I , r AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 a 1 xa 1 1 t; 1 1 i i ii ;1 li Z 111 I 1 1; 1 1 a 0.0 II I1 + FRAMING MEMBERS IIJI 1 1 ` EDGE WTERMEDIAT£ i 1 y1 1 1 +I 1 1 z 1 I S"MIL ; 1 1 1 r..-L. 1 1 STAGGEREfi 3"MIN MLPATTERN EL PANG EDGE DOUBLE NAIL EDGE SPAMG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment ' 1 . wrotINGINTOSO ANTAG NI C R L T O P I C S Form No.TT-100B Page 1 of 3 April 2007 A PORTAL FRAME WITH HOLD DOWNS FOR ENGINEERED APPLICATIONS Engineered Design Use While the APA portal-frame design,as shown in Figure 1,was envisioned primarily for use as bracing in conventional light-frame construction, it can also be used in engineered applications. The portal frame is not actually a narrow shear wall because it transfers shear by means of a semi-rigid, moment-resisting frame. The extended header is integral in the function of the portal frame,thus,the effective frame width is more than just the wall segment, but includes the header length that extends beyond the wall segment. For this shear transfer mechanism,the wall aspect ratio requirements of the code do not technically apply to the wall segment of the APA portal frame. Monotonic and cyclic testing has been conducted on the APA portal-frame design (APA, 2002 and 2003). Recommended design values for engineered use of the portal frames are provided in Table 1. Design values are derived from the cyclic test data using a rational procedure that considers both strength and stiffness. The design value derivation procedure ensures that the code(IBC) drift limit and an adequate safety factor are maintained. For seismic design,APA recommends using the Design Coefficients and Factors for light-frame walls with shear panels— wood structural panels. Since design values are based on testing conducted with the portal frame attached to a rigid test frame using embedded strap-type hold downs,design values should be limited to portal frames constructed on similar rigid base foundations, such as a concrete foundation, stem wall or stab,and which use a similar embedded strap-type hold down. References APA,2003, Cyclic Evaluation of APA Sturd-l-Frame@ for Engineered Design,APA.Report T2002-46,APA—The Engineered Wood Association,Tacoma, WA APA, 2003, Cyclic Evaluation of APA Sturd--l-Frame®with 10-ft Height and Lumber Header, APA Report T2003-11, APA—The Engineered Wood Association,Tacoma,WA ;v APA, 2003, Cyclic Evaluation of APA Sturd-l-Frame@ as Wall Bracing,APA Report T2002-70, APA The Engineered Wood Association, Tacoma, WA t 7011 South 19th Street•Tacoma,WA 98466 Telephone(253)565-6600•Fax Number(253)565-7265 J aV99 tar; ©2007 APA-The Engineered Wood Association l Form No.TT-1008 Page 2 of 3 April 2007 Table 1. Recommended allowable design values for APA portal frame used on a rigid base foundation for wind or seismic loadinge,ne,d ASD Allowable Design Values per Minimum Maximum Ultimate Load Frame Segment Load Width Height (pounds) Shear Deflection Factor (inches) (feet) (pounds) (inch) 16 8 2,780 1,000 0.32 2.8 10 2,180 600 0.40 3.6 24 8 4,720 1,700 0.32 2.8 10 3,630 1,000 0.34 3.6 i'JDesign values are based on use of Douglas-fir or southern pine framing. For other species of framing,use the specific gravity adjustment factor=11-(0.5-SG)j,where SG=specific gravity of the actual framing. This adjustment shall not be greater than 1. tbI For construction as shown in Figure 1. (") Values are for a single portal frame.. For multiple portal frames,allowable design values can be multiplied by number of frames(e.g.,two=2x,three=3x,etc.). (d}Interpolation of design values for heights between 8 and 10 feet is permitted. Technical Services Division Orscta,ner The information contained herein is based on APA—The Engineered Wood Association's continuing programs of laboratory testing,product research,and comprehensive field experience. Neither APA,nor its members make any warranty,expressed or implied,or assume any legal liability or responsibility for the use,application of andfor reference to opinions,findings, conclusions,or recommendations included in this publication. Consult your local jurisdiction or design professional to assure compliance with code,construction,and performance requirements. Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used,it cannot accept responsibility of product performance or designs as actually constructed. ©2007 APA-The Engineered Wood Association Form No.TT-100B Page 3 of 3 April 2007 Figure 1. Construction details for APA portal-frame design with hold downs ;... , ,.. ..,. _._.,w., _ .,.... CXTTCNTor I ICAOcn Ozau81.E.Pt)F2T"1tL FRAME(Twp BRACED WALL'PANELS) r m EXTENT OF HEADER --- ..-- ».. _.. _..._. SHEATHING FILLER,, $ANGLE PORTAL FRAME(ONE BRACED WALL PANEL)' ( 4 — A IF NEEDED .....: MIN,W X 11,25- NET HEADER \€ F. .. 3 FASTEN TOP PLATE TO HEADER WITH TWO000 LIB gt s TYPICAL.PORTAL f ISO j I DER t(XklLB FRAME SINICEIfiS HEADER g• RODS OF 16D SINKER NAILS AT T O.C.TYP. gi KAN KEF ��' € GtYN^yTRIIt TFtik 9 ROWA STRAP 1=LG STRAP OPPOSITE SHEATHING hit).LSTAd# t a"a,c. (REF,NO. FOR A PANEL SPLICE LSTh24) FASTEN SHEATHING TO HEADER WITH 6D COMMON OR (IF NEEDED),PANEL GALVANIZED BOX NAILS IN 3"GRIO PATTERN AS SHOWN AND (� EDGES SHALL 6E � HIM.294 MAX, 3"U:C,1€+I ALL FRAMING(S7UC?S,BLOCKING.AND SILLS)T3 p BLOCKED,AND OCCUR r17AR41Nbi NEICtrr wrrHIN 24'DF AMID• 3 f1P. IV FOR GRACING:MIN.WIDTH=16"FOR ONE STORY MIN.WIDTH=24•FOR USE IN THE FIRST OF T1M0 � HEIGHT.ONE ROW OF TYP.SHEATHING-To- STORIES.FOR ENGINEERED USE SEE TABLE 3. I !N y FRAMING NAILING IS uUO LB MIN.i21 2X4 KEQUIKED TIE 11N,(2)2Xd IF 2)(d 0L OGKING IS ''': DOWN 3/8'41IM THICKNEaSS WOO& USED,THE 2X4'S MUST DEVICE, :: .. a ; ` I STRUCTURAL PANEL SHEATHING BE NAILED TOGETHER (REF.NO. MIN.42t7p L6 STRAP TYPE TIE-DOWN DEVICE(EMBE.DOEO WITH 316D SINKERS, � � STHDl4) INTO CONCRETE AND NAILED INTO FRAMING).INSTALLED Yw PER MANUFACTURER,(REF.NO.STH014.) MIN.TIE DOWNIFS MIN,Z"X2"X3116'PLATE WASHER DEVICE(REt, I� ( NO.STIIO8) 1 a 1 ONE&V DIA,ANCHOR SOLT WITH r MIN,EMBEDMENT i.:._.>a FOUNDATION l PER CODE _._.. A SECTION a-a l RONT Et EVATf6JN SIDE ELEVATION 0 2007 APA—The Engineered Wood Association A;WC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Check 1.1 SCOPE Compliance WindSpeed(3-sec. gust)................................................................. .......:.........................................110 mph Wind Exposure Category.................................................................. ... :.. ��, ::: .':r:..........................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) a' stories <2 stories V, RoofPitch ..........................................................................(Fig 2) ...........................................1). = <12:12 l MeanRoof Height ..............................................................(Fig 2)................................................."�ft <_33' BuildingWidth,W ..............................................................(Fig 3)................................................ ft <_80, v" BuildingLength, L ..............................................................(Fig 3)................................................... ft <_80' BuildingAspect Ratio g ) - ' = P (Ll1IV) ...............................................(Fig 4 .......... .........I�q7..r.5.� ....�:/' <_3:1 Nominal Height of Tallest Openingz .................................. (Fig 4)..................................?'. :.:...... <_6'8" 1.3 FRAMING CONNECTIONS -r T.'t'•...'.:.. General compliance with framing connections...................(Table 2)............. ;:`t ..:::..:......,.:.,..:..................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 / Concrete.............................................................. `...:... ....:.... ...:::... ..::.::.: ......: . ..: ::...... s/ ConcreteMasonry .................................................................... ............................... ............................... 2.2 ANCHORAGE TO FOUNDATION'.3 5/8"Anchor Bolts imbedded or 518"Proprietary Mechanical Anchors as an alternative in concrete only,; Bolt Spacing—general .......... ...................... ........(Table 4) y,%'. In. f ............. Bolt Spacing from end/joint of plate ............................(Fig 5).... ...................... l'<• in.:5 6—:L'12" Bolt Embedment—concrete........................................:(Fig 5)....:.,:':;;':i-: A p;` in.>_7" -- Bolt Embedment—masonry.........................................(Fig 5).............................. ......... in.>_15" _ Plate Washer...............................................................(Fig 5)......::,. ::...:':':::. .:::..............>_3„x 3"x%<' 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)..:.....:."`.......... .........'°.... t l" Maximum Floor Opening Dimension...................................(Fig 6).... .. '.k�A.:.:... ft<12' s Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).... .. :.....°.....: .......... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)...,................................................0 ft <d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).... , .,. ..... C:-'.ft_s d Floor Bracing at Endwalls...................................................(Fig 9) kf Floor Sheathing Type ........................................................(per 780 CMR Chapter 55� ,. .... Floor SheathingThickness er 780 CMR Cha ter 55 + ,.......... £ in.-- (P P ) ...r.... Floor Sheathing Fastening.... ..:� ^.:.:..: .,.':............:(Table 2).. d nails at in edge/ in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...........:............... 5 ft <_ 10, Non-Loadbearing walls..............................::................(Fig 10 and Table 5)........................... 'G ft _<20' :.. Wall Stud Spacing ..................................................:.....(Fig 10 and Table 5)....................[L in._<24"o.c. f- Wall Story Offsets ...........................:............................(Figs 7&8)...................... ... :; ft <d a.. 4.2 EXTERIOR WALLS3 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........... 'g : ... ...............(Fig 10)..................................I.............................. WSP Attic Floor Length............::.....:...........................(Fig 11)...............................:..... ......:. ft>_W/3 y: - Gypsum Ceiling Length(if WSP.not used)..................(Fig 11)............................................_ft>_0.9W and 2 x 4 Continuous.Lateral Brace @ 6 ft.o.c. .. (Fig 11)...................... ,or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate .. Splice Length ......... . .......: ...:..... ..................(Fig 13 and Table 6)....... t r.....:: 4 ft Splice Connection (no.of 16d common nails)...:.........(Table 6)........,................«c'�:::•..................... AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral no. of 16d common nails ) , ( )...............................(Tables 7 .............�..:.:::............................... Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)...............................(Table 8)..................... ....... ........................ V. ,..=- Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9).................................. ft_in._<11' Sill Plate Spans (Table 9).......................... ft_in.<_11' Full Height Studs (no.of studs)...................................(Table 9).................... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9).................................. ft_in.<_ 12' Sill Plate Spans...........................................................(Table 9).................................. c` ft_in.<_ 12", F 11 Height Studs(no. of studs)....................................(Table 9)..........................�':..i ..... y.., E rio all Sheathing to Resist Uplift and Shear SimultaneousV Mini m Building Dimension,W Nominal Height of Tallest OpeningZ ................................... 1'• - „ ......:... •.. s 6'8 heathing Type..............................................(note 4)............:.:.?.:+.i.::. .::.::.:..:°: : .:. .:c r dge Nail Spacing.........................................(Table 10 or note 4 if less)..:...................'.. 4 in. ,. ield Nail Spacing..........................................(Table 10).......................................r... ... �.. in. �... s' hear Connection no.of 16d common nails• ( )(Table 10)..................................�.. ... :�:....... Percent Full-Height Sheathing :•:° 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)........ ..!; aximum Building Dimension, L r Nominal Height of Tallest Opening2.........................................................................�` 5 6'8" SheathingType..............................................(note 4)...................................................... 1, Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ ce in. Field Nail Spacing P 9......................................... (Table 11) in. 4, Shear Connection(no. of 16d common nails)(Table 11)................ ...: t _ Percent Full-Height Sheathing Wall Cladding 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)............... Ratedfor Wind Speed?............................................................. ............................................................... 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ....................................................(Figure 19).............. ft_<smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)...........:...........:....................U= '.' Of Lateral.............................................(Table 12)..............................................L=9T; plf Shear...............................................(Table 12).............................. .. ..........S= `7 Of Ridge Strap Connections, if collar ties not used per page 21... (Table 13).... ::. i::.. : :::.......T= . plf - Gable Rake Outlooker..........................................(Figure 20).................. ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors 6f � Uplift................................................(Table 14)............................................U= a ^;; lb. �.:.. Lateral(no.of 16d common nails)...(Table 14).......................................L= ::Ib. " Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59 Roof Sheathing Thickness........................................... .............................................r; in.>_7/16"WSP r Roof SheathingFastening 9...........................................(Table 2)......................:.............<.......... '.:..r........... Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. Doc:839,388 07-30-2001 11 :22 t t 162291 ` QUITCLAIM f f iD BARNSTABLE LAND COURT RE61STRY We,`YVWtam P.Ford,Jr.dt Kathleen X Ford,of the Town of Barnstahle,County of Piymonth,Commonwealth of Macffaehuserts, for eoneidention paid in the amount of Oue Uulla end OW i 00($1.00)Dollars grant to William P�Ford,Jr,&Kathleen M.Fgqrd>Tr�ustees o T W&K c 748460 Realty Trust Ks Tenants by the Entirety with QUITCLAIM COVENANTS; Sae E f COVENANTS; 'A"affachtd hereto and nnade a parr hem 1 I I Witness my hand this 2-5j�_day of 2001. ;1 WllHam .Ford,Jr. Wltnees i th M.Ford COMMONWEALTH OF MASSACHUSETTS COUNTY OF 7ba�#%L f"(Q. In the city/rown of I ��/+ n the A day of ,2001' me penonaily eppmrad Wtlllam P.Ford,Jr.&Kathleen M.Ford,T s WdcK a ty Trust,hown by nw to be the partico"acsuting the foregoing iasttume a act ad said it15tt1ttDeat j executed by them to be their bw w and deed. Ri Comm.YANf.TM l lssUcsATU P.C. Property Address: 116 Goodview Way,Barstsbie,MA 02630 CrntrMlle flpad itw,rl,)tl U3bY4 �' 44;)7,Iti 9fkXi f . f t Exhibit A - Property Description Closing date: 0 6/19/01 Borrower(s): William P. Ford, Jr. and Kathleen M. Ford Property Address: 116 Goodview Way, BARNSTABLE, Massachusetts 02630 That land situated in Barnstable (Village) in the County of Barnstable and Commonwealth of Massachusetts, bounded and described as follows: Northeasterly: by Barnstable Harbor to low water amrk or so far as private ownership may extend; Southeasterly: by Lot C, about two hundred thirty-five (235) feet; Southerly: by a Way, by two lines measuring seven adn 50/100 (7 . 50) feet and thirty-five and 83/100 (35 . 83) feet, respectively; Southwesterly: by the junction of said Way and another Way, thirty-two and 78/100 (32 .78) feet; Northwesterly: by a Way, one hundred sixty (160) feet; Northeasterly: by a Common Landing; and Northwesterly: by said Common Landing, about sixty-eight (68) feet; All of said boundaries, except the water lines, are determined by the Court to be located as shon on plan 19221-A dated October 11, 1944, drawn by Stanley M. Dore, C.E. , and filed in the Land Registration Office at Boston, a copy of which is filed in Barnstable County Registry of Deeds in Land Registration Book 47, Page 99 with Certificate of Title No. 7799 and said land is shown thereon s Lot B. For my title reference see Book 748 at Page 659. q} Said land is subject to and has the benefit of the right and privilege to use in common with owners of Lots on said plan the Ways adn Common Landing for all purposes for which they are respectively commonly used, except that no automobliles or other vehicles shall be allowed on the Common Landing or the 16 foot Way leading to it from Goodview Way. Said land is subject to the provisions relative to the Ways as set forth in Document No. 23023 . Said land is subject to the restrictions set forth in Document No. 23023 , which restrictions are imposed fcr the benefit of the remaining land of Stanley M. Dore et ali. said land is subject to the rights granted in an easement given to the cape & Vineyard Electric Company et al, dated May 21, 1949 being Document No. 24238. n i Y 1 Z {Q AFFIDAVIT OF ATTORNEY i The undersigned, an attorney at law, make the following statements of my own personal knowledge: r vfT I. I am the att for WK ml Qe.4} he granto* ortgag*s) [select one) named in th dee ortgage select one] to which this i avit is attached. I participated in the reparation of sat ortgage/participa a closing of the transaction of which suc ortgage is vised the grantors tee 9 mortgagee as to the execution and a ivery of suc ortgage[select appropriate cts]_ 2. Subsequent to the preparation of suc e,the following changes to at the time of delivery of ih ort Jn the process of the ee rtgage were ry ga8 preparing to record t deed/ ortgage[select appropriate fiffil } /2"57 1-5 ! c� b) c) 3, ch changes were made with the consent and approval of the grantor ant /mortgagee[select appropriate facts] in order to conform the deed/mortgage to their Signed under the pains and penalties of perjury this day of 2001 _ i o -1�Z1� � Srl%Oo BAWABLE REGISTRY OF DEEDS 10 I , Va.:$ta410y.m...jdQ= and at& E. bra wi,SA t Nto "ah other .bAtb_ cf_ _ Dssltane_Ol�._ - Sarf a = CsifoiaaiidvaYabw' iit." �"lELZ htrsband " - "pto as —t ._- ss.teneats.l,a-ate.of Cotmt E aft ys lass sabnsatts r ' *jibs saar�_-..-...,.,T � r ft6d Ohed as fO110s -Ctar-tandivided me-half of Lot B atl:a tlas'auebereQ 19291•i, filed, in'tbs Land Registration office, ahioh is compiled from a plan dmt% by Stanley M. Dore, Civil $nginmer, SM. I*tid�Ootober 11, 19",'and fraa'a.Aditionai'date as file in said o$#co, a,00py of Rhiab is tiled Sn Barnstable County land.Reg straticaOffict with Certifies" of title - ibe proaisas are ocavoyod wild end sasb4est to am r1olt rod ery isAvilege to use in aa�on with other ognsrs of:lots, showa an said71 = plan,the ways and aoe9noa Ysndiog, oim1 on said plat for all parpooes for whlab they Ore respeotivsl,�'eoata113y„nsad, swept tlwt so antamablles or other ythia"s-, al aliowadzgm the obi= Aasitla6 471 or e 16-foot:tray, iesding to it'frrasrltCoadvin Aa' ' 84rthartxre. #3a th u_ » grantee by tfae aooeptinbe of -tbal: ¢ belrs a.d rrsig$s sha11 not be'Yiabls for the npmsep of the ways or y aneRam-lending nor for any islgrita oft&WOON sr"Um- feav say dofoeta F . - x 't in any rend upon the ways, but the bardsh of"lag the wa" And � G eo==landing in proper eondition for tics Oa21£lre upopi thOW s'bo � g 3,. F be the right aeRd priviY•ge to en}ay tbs ass of Me -�- S :;v The prsaisos a" oaure edaab,A ial.; lha" �Ntl#3iatta=fe E Imposed !antes binlfli r-lOs bdag li1w or-the greater, Lb0I an .-a yW ., said Flpn1`" J.0 1. 8o hdlabg 'MI strsutuft exespt a single""el laE Ana'private F garev for tot*ora tlhan tits bs piaord o! tTfataI'm dAd � o 4a I ^� I�-rI�77 I`1. Y I7 !1 I Ll J I J, Ifl ICI JI p 6 p ' '— T rL L 1 �w I 1 1 T -r.t. 1.i ��Ell l-- 77 s w�sys�eJ� .7TTL ll.i J1.J�ll li r�I'I�I71�: 1rIIl 7Tr � 7�, �ILIL, 1II_r ) ill 'r 1.1 � 1 1. 7 I 1TJ1 �4 I 0 flJ.1._11 1 471-1 FWA BMW - T1 J. - CROW MMD" !.._ t. I am lEm No nrsv+o to I� I� t.l 111 T Jr I l 'I SCREW r'LJ�I�Il, 7rrI rnunb(trv.) 1� 1� `I uREWves\ srx�vwas\ I-:.:• -; � II(-:I ..: t�.. I I li � l _I 11 � �.tl C ,IT lil:� 1 L I r7 aw�fae�sOrv.) rl. ' _TlT L.L 11 '- `U&CONS 1901a1g L :L I .. 7 J ( Ir I 1 J °ca°I°°®W [I,Ilir t_Lr �uu>Ees l l 7 L 1. 71 _l, elbn�c d.oelms vve(m J,_ .L_�� :,�.� - --I I1,1�1 i� :_TJ�:I' I [ C 1;.,, :I, hJ_! h;.t, I I,J.rI 17 I,J.J r l e-roerruss cause cc WEST ELEVATION 0 7 4 8 16 -� ••�, e l ��� /��✓ REVSMS Patriot Builders AREWSE MV8 FM W60ENM C116 WO VIEW WAY=9AWABLE:P9A� orawuis 01 ` OATE: W107 SHEET TIME: A^� - SLALE: lv4•.1'a' WEST ELEVATION H DRAWN: LSL f7I L�T.is l 11 i .Tt,]Ti71.11Z111.I.r T r4r'7.I 7 �`7 I:r_ .r�L LL. I��_I.f11 .,I IT L . 1 r 1. `.I 1 j7 i C .�.IL17.�Ci Li ,y L -IS] I71T�T � S TT, i } 5 rTTlji`i ❑❑❑❑❑❑ �LI ❑❑❑❑❑❑ ir`�1�� itILllll r Irltrril' T i.r i� C,.,.I,, r II rL!-I-- ITI`i II II i.is 1. T J J.i T Yji. .I:1 II i]:_II r. .i.,_I I J i T. :Cr, _i. 1 r' -I i,i I T L ` t`L�LI'r`'_[`i SOUTH ELEVATION V4'=1'-0' 1 , 0 0 4 B 16 4 1 T 7 rlrr_ fr,�:L rrT r1 l,r r Trir'�rALL I I C :1 IIIII 4 .I - ® 11� - Il,Lri� T .T.XI I LISL.f o77.�C14 77' 4 � �f i,c. i'3t757 .T . T I t T 7 scud, sa-v It'r S.�T 1 T REwS1 Patriot Builders :]�iI1.rCi7.l�l l; j Ia TI] IT�I. Iil. A REVVED 1 aca FORD FZWENM VO 600D VIEW WAY-PXGTABLE.MA oa�wuis ar NORTH ELEVATION A � °"`E: "707 SK%7TrM: A-2 W.Ur Se". yr.t•a NORTH AND SOUTH onnw►e ese ELEVATUN5 0 7 d B 16 '1'i�TIIa �n -E,Ir 'riJlT Ilr] 14 T rL'J1IT. l r�iT11II - i �,`r; 1 'r 7?ri_, l, ti.r r I r rr r_ 1 T r 1, rT �I iir4 ''T I.rI LiI IL" I:rt� T1-�1,[ ,.L ITT r,"i _C YI r li Y5 lilts i t i T7 1? i L r r-T f r ,l l r TI 7[T S L. .i f 11 1'],.0 r1'r T 1,.,,i , t i 1` r '] I 4� t!rr �.1�r], y , r I I 7 r ..1 'T r1r"[ TT7�11.1 1 t CT l�l tyrtf' ) _IIIiTT: .7TCII]11I t'Y�7{�i41Y,,3 . 71''T' i, : CC , CTI T. t�I7J I-T.7TrT"T11 i7 T�.li L,f I7j17 LI`t 4L 1r 7.'ri I71L1J,l�r . . ,� T V T ,]" I r, .. r!,-.?�..f.:I :Lr.[ ,i1 i7i l�Ir�I i7I fill 11 ,r7�1 7 II rT4TTLC IILr1.LI r iJ 171rC.t1 - r ir1_f I1T 7.f 1.�]1I fTLLr T,7 r 1LI r,r r r lt_rr�L71T �� IIJ C7 :;:'I Ir'1 I.,f�tl Li ll�i 1 i*..,;,Ill illil — T L L1 7 1i1 �1� Lr Iv]Tr 4r rr , , �— i � .iiJIT 1 1I,.Tr, L, -f Y i r.J,`:I]: I] r�1Z T ,] 4C4 rt� Tr ,i, i1l. .�7f r.T.I. I 1`I7 11 [l i -I 1. 1.L__77 7] . i 1 I:I 16 .�..i r, 1.] 1 ITi�:71 .?_i L _ T17.1"' T 11�' �] C � Ilrt , I1: 1.1 L �C.�i.. I r T;I�1. ,� L.,_I i I i rl r ;Il. 1:I I"t jj 7 ri 7-1'I"I L rr r 14 r_1'J 4 r��'i .L� T r „I. ]" , rl:I !II7il, tl ].rri�It,�l iiT .f Il 1 T?1 T,14 mil T, ,T 1 Lt IT Z'T.i,T 1 Y] ',i. '.r Ili fl. T"r _L]111 L'1 � rr LT�Tr-rl_, r ,(r .4(I��Cr ,ir. r.] J �LC L .T�;? Y`I7_I 1I Q11 ' T77�, r L.r1LI 1JI iIrI.47I i r rIl,, ,:lt ',ln._7 LL..��' T. 71t , �rTT7 ]. L .TJLt,,I CI 7.I .`1 .�.1Tr77;1'.,.1.-1T 1'iT.L C T_i.'I7 'Tir 1 r�I I..T�.:Tl]1S.�IT r 11.,].:L!]r L:"rl.� l iirl Cl �7 1 r lI_Ll i� Li.!.1.1I r ri"1�., 1 fr] 1. 7. I I:I" LI�.I L,I��.L.71.. 11 17II� Lii1ll-Tl'T.rl r1'�,ilr 117.I'Ct �1.:T _r`rC:.I litt_i SIlClirrlr L.i.IIi..Lt IrT7L IIL]I�.CL,ILi1ITT !ri t L�., ,7?I�f _:i�1.,77 J�i C .I.i:.rJ-]�.��yl_"ill�i`Il�l .`.� It!Ti7;f. "i1f�C T1_I:Cl ;�ILi?1rl.L1I.�IIITSJ,ITT.�lI'I�I,',7',Ill�l'�����Ir:rf.l iL711.i�7�TI�..lrir�ii1',. L.ii.,i.I�:G�i, ,1._�.i�.T.7 EAST ELEVATION vc=r.v l7.Ic�•T' '3 7 5-1 REVISIONS Patriot Builders 0' REy rip V23M FORD FENCE 116 6001)MEW WAY-64RNSTA91.E.MA DATE: dlro7 SFEFT TITIF: v+•01'-V EAST ELEVATION 3 OnAwN: csc Town of Barnstable Regulatory Services g Y * BAMSTABLE, 9 MASS. � Thomas F. Geiler, Director E1659. Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 January 3,2008 Town of Barnstable Zoning Board of Appeals 200 Main Street Hyannis,MA 02601 RE: Appeal 2007-086—Ford, 116 Goodview Way, Barnstable,MA Dear Members of the Board, This correspondence is in reply to your letter regarding the above sited appeal. As part of the ZBA correspondence there is a letter attached from Mr. Childs dated November 29, 2007, which references 780 CMR Chapter 12 which is definitions for Occupiable and Habitable spaces found in the Interior Environment section of the State Building Code. Why this is included to refute the definitions found in the Zoning Ordinance I quite frankly don't understand. The building code and the Zoning Ordinance in my opinion are in agreement. Occupiable space is space that is designed in such a way that it is not dangerous or harmful for a person to be in that space for a period of time. It is very clear,from the definition of Habitable space as found in 780 CMR that occupiable space is not habitable space because it may lack heat or another aspect to qualify that space to be habitable. Habitable space by definition in 780 CMR doesn't include utility or storage spaces which a garage is. A garage therefore is a room or area that is occupiable space, a human is capable of staying or occupying that space for an indefinite amount of time. In the definition section in Zoning Ordinance section 240:128 definitions for floor area, gross. I wish to draw attention to the second sentence of this definition. This sentence states that .(Floor Area, Gross) "it shall . include All areas capable of being USED FOR HUMAN OCCUPANCY," this part of the sentence is then separated from some examples by a comma. A comma is used to create clarity of an expression. The rest of the sentence does not limit the areas that would be counted towards Gross Floor Area to the areas listed but includes, ALL AREAS capable of human occupancy. So in conclusion a garage area is capable of human occupancy and therefore would count towards Gross Floor Area. _ Respectful i homas erry,CBO Building Commissioner Gc. MEMO 2��a JAPE —1 A� 9� 22 PATRIOT BUILDERS, INC. 537 Route 28 Harwich Port,MA 02646 GSA Phone: 508-430-0771 Fax: 5087432-7789 Date: 1/4/08 To: Art Traczyk Principal Planner—Town of Barnstable From: Chris Childs Patriot Builders Re: Staff report for Appeal No. 2007-086 Ford-116 Goodview Way (J Mr. Traczyk, I have received your updated staff report dated 1/3/08 and I believe there is an error -in what plan was used to determine the final gross floor area calculation. The floor plans dated 9/21/07 and last revised on 11/14/07 were submitted to the board at the 11/28/07 hearing, and to your office on 11/29/07. It is this plan that we are seeking approval on,which shows a.gross floor area of 4,000 sq. ft.; since we now know that the"toe" of the coastal bank is appropriate to be used as the upland limit. The plans referred to in the staff report dated 9/21/07 and last revised on 12/11/07 that show a gross floor area of 3958 sq. ft. were submitted to your office on 12/24/07 as an alternate as I stated in my email, and were only to be used if the Upland limit was determined to be the"top" of the costal bank. I apologize if submitting this alternate plan caused any confusion. Thank you for your time and assistance throughout this process. Regards, Chris Childs Patriot Builders, Inc. Town of Barnstable ? Zoning Board of Appeals Gail Nightingale-Chairman 200 Main Street Hyannis,Massachusetts 02601 Phone(508)862-4785 Fax(508)862-4725 Growth Management Department 367 Main Street,Hyannis,MA 02601 Patty Daley-Interim Director December 3, 2007 Thomas Perry- Building Commissioner Regulatory Services - Building Division 200 Main Street Hyannis, MA 02601 RE: Appeal 2007-086 - Ford, 116 Goodview Way, Barnstable, MA- Petition for a Special Permit Pursuant to Section 240-91.1-1. Request for Building Division Review and Opinion on Calculation of Floor Area Ratio and Floor,Area Gross. Dear Commissioner Perry, The above referenced appeal was before the Zoning Board,of Appeals on November 28, 2007. At that hearing, Chris Childs of Patriot Builders, Inc., who represented the petitioner before the Board, maintained that the floor area ratio and the gross floor area under the zoning ordinance of the Town of Barnstable excluded that area of a residence devoted to a garage. It appears that Mr. Childs' interpretation is based upon the fact that the term 'garages' was not specified in the definition of floor area, gross (Section 240-128 Definitions), and that the definition cites "[i]t shall include all areas capable of being used for human occupancy, ...". It appears Mr. Childs' interpretation may rest in part with the Building Code of the Commonwealth. The Board has made it clear that the issue before them is restricted to zoning. The Board has requested your review of this issue and opinion on calculation of floor area ratio and floor area gross under the current Zoning Ordinance of the Town of Barnstable. I have attached a copy of the staff report and application material as well as a copy of a letter dated November 29, 2007 from Mr. Childs on the issue which was submitted after the hearing. This appeal was continued to a hearing on January 9, 2008. The information for that hearing will be transmitted to the Board Members on or about January 3, 2008. On behalf of the Board, I would like to thank you and your division for its assistance in this matter. R spectfully, Arth r P. Traczyk- Principal Planner File—Zoning Board of Appeals—Correspondence—2007—L-120307—Perry on 2007-086-Ford.doc Copy: Gail Nightingale-Chairman,Zoning Board of Appeals Chris Childs, Patriot Builders, Inc., 537 Route 28, Harwichport,MA 02646 Patty Daley-Interim Director, Growth Management Department Ruth J.Weil-Town Attorney ZBA File 2007-086—Ford Attach: Staff Report,Application, File Materials • S41 otot ilders ee In the Pursuit of Excellence November 29, 2007 =-= Mr. Art Traczyk Principal Planner --- Town of Barnstable, MA F 200 Main Street Hyannis, MA 02601 Re: Appeal No. 2007-086 Ford-Special Permit for Demo/Rebuild 116 Goodview Way Barnstable, MA Mr. Traczyk, Enclosed is an email from Attorney Jon Idman along with his follow up letter to Mr. Ford which in part, re-cap his meetings and conversations with both you and Commissioner Perry. It was this information that we based our approach of arguing the ambiguity of the Floor Area Gross definition. Also, I understand that the Town Attorney will be asked to review the Wetlands definition in the Zoning By-Law and make a determination as to weather or not a costal . bank should be included. If it's not too much to ask, I would like to request that he also review the definition of Floor Area Gross to determine if a garage should be included; and I ask that he consider the following definitions when making his determination: 780 CMR 1202.1 Occupiable Space.A room or enclosed space designed for human occupancxin which individuals congregate for amusement, educational or purposes, or in which occupants are engaged in labor; and which is equipped with means of egress and light and ventilation facilities meeting the requirements of 780 CAM 780 CMR 1202.1 Habitable Space.Space in a structure for living, sleeping, eating or cooking. Bathrooms, toilet compartments, closets, halls, storage or,utility spaces and similar areas are not considered habitable spaces. 537Rte. 28 Harwichport, MA 02646 www.patriotbuilders.com Phone 508 430-0771 Toll Free 866 430-0771 Fax 508 432-7789 I I am asking for this review because I did not have a chance to read these two definitions last night at the hearing. As I have maintained, I believe that a garage, as constructed, does not meet the criteria in these definitions. I acknowledge that these are building code and not zoning definitions; however I don't know how else one can define"all areas capable of being used for human occupancy"without refereeing to the building code; since this seems to be the only place it is defined I fully understand that the position of the board is that the garage counts toward Floor Area-based on tradition and interpretation. However, it seems apparent that we are not the only petitioners who have read this definition and came to the same conclusion;that a garage does not count. Therefore I believe it is worthwhile to have this definition reviewed in order to avoid confusion on future projects. Thank you for your time and attention to this matter. Respe lly, s Patriot Builders, Inc. Page 1 of 1 3 Chris Childs From: Jonathon Idman Odidman@singer-law.coml Sent: Friday, October 19,2007 1:47 PM To: wpford@vedzon.net Cc: cchilds@pabiotbuilders.com Subject: Goodview Way, Barnstable Good Afternoon Bill, It was good to speak to you about your project in Barnstable this morning. To recap our conversation: 1)The Building Commissioner Tom Perry will confer with town counsel on Monday to determine whether there is a 20'street setback requirement from Goodview Way to the west of your property. I will speak to Tom late Monday for an update. As we discussed,if it is determined that there is no 29 street setback requirement,there is no reason to go to the Board of Appeals for a special permit; 2)1 will meet with the planner Art.Traczyk when he returns to the office on.Monday to discuss my conversation With Tom Perry,including the fact that garage and.screened.porch areas should not be included in the gross floor area calculations for demolition and reconstruction projects involving nonconforming single family dwellings. I will also discuss the lot upland area issue with him. 3)After my discussions, if it appears that we are nearing a resolution and will not need a special permit for the project, I would strongly consider continuing the Board of Appeals hearing to allow time for the building, planning and legal departments to communicate. If we continue,and it is nonetheless determined that the project needs a special permit, at least we are still pending before the Board,and will not lose the extra time to re-submit,re- schedule,and readver ise the hearing. I will update you further on Monday. Thank you,Jon Jonathon D. Idman LAW OFFICE OF SINGER$SINGER,LLC 26 Upper County Road Post Office Box 67 Dennisport, MA 02639 (508) 398-2221 Confidentiality Notice: This electronic transmission and the information contained herein is being transmitted to and is intended for the use of the individuals to whom it is addressed. If the reader of this message is not the intended recipient,you are hereby advised that any dissemination,distribution or copy of this transmission is strictly prohibited. This transmission may also constitute an attorney-client communication that is privileged at law. If you have received this transmission in error, please immediately notify the sender by return email or telephone at(508)398-2221 and delete the transmission in its entirety. 11/29/2007 s Law Office of Singer & Singer, LLC 26 Upper County Road P.O.Box 67 Dennisport,Massachusetts 02639 Myer R.Singer Andrew L.Singer Tel:(508)398-2221 Fax:(508)398-1568 Jonathon D.ldman www.singer-low.com October 22,2007 Via Email Mr. William Ford,Jr. 211 North Street Medfield,MA 02052 Re: 116 Goodview Way,Barnstable,MA Dear Mr.Ford: Although I was unable to meet with Art Traczyk,the Barnstable town planner today,I spoke to both Tom Perry,the Barnstable Building Commissioner, and Mr.Traczyk by phone concerning the project. After consulting with Mr.Traczyk,Tom Perry has apparently changed his initial opinions concerning gross floor area and street setback which I discussed with him last Friday, October 19th. Mr.Perry is now of the opinion that a street setback off the west property line is required, necessitating a special permit,as well as the fact that the first floor garage area and the screen porch should be factored into gross floor area. According to Mr.Traczyk's staff report then,the project cannot currently be approved by special permit as it exceeds maximum floor area ratio and lot coverage. Additionally,Mr.Traczyk is of the opinion that the upland portion of the property ends at the top of the coastal bank. As you requested,and after speaking with Chris Childs this afternoon,the following are two options for proceeding without moving for a continuance at the outset of the hearing: I) We could proceed before the Board this Wednesday night with the plans as submitted and argue any or all of the following;that the garage area and screened porch should not be factored into gross floor area,that the steps to the covered landings should not be factored into lot coverage,and that the applicable upland should extend beyond the top of the coastal bank. Success in arguing some or all of these points before the Board may allow the project to proceed by special permit,rather than by variance,which has not been applied for or advertised ff the upland argument is to be successfully undertaken,the surveyor,engineer and wetlands consultant would have to attend the hearing and be prepared to defend the position that the area below the top of the coastal bank is not i Mr.William Ford,Jr. October 22,2007 Page 2 wetlands as defined in the zoning ordinance. This is important because Mr.Traczyk believes otherwise,and the Board often follows his interpretations, 2) Alternatively, if the above is unsuccessful,we can request that the Board allow you to proceed and"cross out"the porch on the plans,and indicate on the second floor plan that the garage will be vaulted without any capability for second floor living.area. This option would also allow you to proceed by special permit without the need to rely on the plan showing the greater lot upland figure. No matter which option you select,you may also choose to proceed,for strategic reasons, without us in attendance as you did with the Historic Commission. In such case,we can assist you with developing"talking points"for your presentation. Chris Childs will be talldng with the engineer, surveyor and wetlands consultant about defending the site plan with the higher upland figure for the hearing Wednesday night. Please call to discuss the preceding options. Very truly yours, Jonathon Idman Jonathon Idman STATEMENT OF CONFTDENInALITY THiS E-MAIL CONTAINS PRIVILEGED AND CONFIDENTIAL INFORMATION INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY NAMED ABOVE.IF THE READER IS NOT THE INTENDED RECIPIENT OR THE EMPLOYEE OR AGENT RESPONSIBLE FOR DELIVERING iT TO THE INTENDED RECIPIENT,YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION OR COPYING OF THIS E-MAIL iS STRICTLY PROHIBITED. IF YOU HAVE REC ETV ED THIS IN ERROR-PLEASE iMMED LATELY NOTIFY US BY TELEPHONE AND RETURN THE ORIGINAL TO US ATLPERRYQa SINGER-LAW.0 OM. THANK YOU. IF YOU HAVE ANY QUESTIONS OR PROBLEMS WiTH RECEPTION,PLEASE CALL(508)398-2221. T Town of Barnstable Growth Management Department Ruth J.Weil-Director Revised Staff Report Appeal 2007-086 —Ford Special Permit- Section 240-91.1-1 (2) Demolition and Rebuilding by Special Permit Seeks to demolish the existing structure on a lot consisting of 9,922 square feet and rebuild a new single-family dwelling in conformance with current setback requirements. Date: Revised October 15, 2007 To: Zoning Board of Appeals Art Traczyk- Principal Planner Petitioner: William P. Ford,Jr., and Kathleen M. Ford Property Address: 116 Goodview Way, Barnstable, MA Assessor's Map/Parcel: Map 319 as parcel 086 Zoning: Residence B Zoning District Filed:August 9,2007—Extension Filed Hearing.October 24,2007 Decision Due: Copy of Public Notices: William P. Ford,Jr., and Kathleen M. Ford, have petitioned for a special permit pursuant to Section 240-91.H(2) - Demolition Rebuilding on a Pre-existing Nonconforming Lot not in conformance to the required setbacks for the district. The petitioners seek to demolish the existing structure on a lot and rebuild a new larger single-family dwelling. The location of the proposed structure does not conform to the required 20 foot front yard setback off Goodview Way but is not more intrusive that the existing dwelling. The subject property is addressed as 116 Goodview Way, Barnstable, MA and is shown on Assessor's Map 319 as parcel 086. It is in a Residence B Zoning District. Background & Review: The petitioners seek a special permit to demolish the existing dwelling on the undersized lot consisting of 13,203 sq.ft., and rebuild a new larger single-family dwelling based upon the existing nonconforming front yard setback. The existing dwelling is situated 10.4 feet off Goodview Way to the westerly side of the lot. The front yard setback along this Way is proposed at 12 feet, although less intrusive that the existing, it does not conform to the current required 20-foot setback. Therefore, this demo/rebuild requires a special permit from the Board pursuant to Section 240-91.H(2). According to information submitted, the subject lot has 13,203 sq.ft. of upland as measured to the top of the coastal bank. The subject lot was created by Land Court Plan 19221-A filed with the Registry of Growth Management Department Deeds on October 26, 1944. The lot is shown as Lot B on that plan and is bounded on the south and westerly sides by Goodview Way. The Assessor's record indicates that the existing structure on the lot dates back to 1952. It is a one-story, 1,026 sq.ft., three-bedroom, single-family dwelling with an attached 492 sq.ft., garage and two attached decks that total 744 sq.ft. The existing structure does not conform to the current required 20 foot front yard and 10 foot rear/side yard setbacks. The lot is served by public water and connected to Town sewer. The petitioners have indicated that they have owned the property for some 24 years. The property is located in that area of Barnstable generally known as "Common Fields". Historically, this area was developed with single-story seasonal cottage structures on small lots. The area has been undergoing changes to year-round homes through renovation, expansion, and demolition and rebuilding. This area is served by public water and sewers. The creation of the lot and development of the existing structure predates enactment of zoning that imposed dimensional requirements. Therefore, it can be concluded that the lot and the structure upon it are legally created pre-existing non conformities. Review of Proposal: According to plans submitted October 10, 2007, the proposed dwelling reads as a 2.5-story structure. However, it has only two floors of living area and apparently a basement. The upper half-story is accessed by a spiral stairway from the second floor. Plans submitted indicate that the dwelling is to be five-bedrooms plus a den consisting of 3,945 sq.ft. of living area along with a three-season enclosed porch consisting of 224 sq.ft., and a two-car attached garage consisting of 576 sq.ft. There are also two covered entry landings totaling 144 sq.ft. and an open second roof deck proposed over the porch. The architectural plans shows the building measurements to be 88 by 48 feet overall. The structure measures 32.5 feet to the highest roof ridge and 19 feet to the highest roof plate. The engineered site plan shows the proposed location of the structure to be situated 12 feet off Goodview Way as that roadway borders the lot on the westerly side. That intrusion is not more than the existing building intrusion and can be granted by a special permit. The Board should note that Goodview Way is a designated way but remains undeveloped along this side of the lot except for a walkway to the common landing area on Barnstable Harbor. The engineered site plan identifies that the existing stone drive to Goodview Way, as it abutted the southerly side of the property, is to be modified. Staff cannot determine the extent of that modification and the curb cut onto Goodview Way. On Goodview Way: Goodview Way, as it borders on the easterly side of the property, is a 16-foot way that leads to the area defined on the plan as a "common landing". According to the deed issued for the property, this way is limited in that "no automobiles or other vehicles shall be allowed on the common landing or the 16-foot way leading to it from Goodview way ...". Although it is not used as a traveled way for vehicles, it is still shown on the plan and is in Town records as a way. 2 t . Growth Management Department One could look at this restriction in two ways. • First, that it is a defined way; therefore, the 20-foot front yard setback applies, or • As it does not provide vehicular access to any lot, the front yard setback would not apply; therefore, it only requires a 10-foot side yard setback. The first interpretation would imply that no relief would be required. Conformance to Section 240-91.11-11: Staff calculates the lot coverage by building and structures totals 2,679 sq.ft.' and the total building area is 4,745 sq.ft.2. Given the upland area of the lot which is 13,203 sq.ft. as cited on the engineered plan submitted, the proposed redevelopment; • exceeds the maximum lot coverage of buildings and structures by 39 sq.ft. and • exceeds the allowable floor area ratio by 785 sq.ft. The 13,203 sq.ft. lot would be capped by Section 204-91.1-1 to a maximum of 20% lot coverage by all buildings and structures or 2,640 sq.ft. and the floor area ratio would limit the gross area of all building(s) on the lots to 3,960 sq.ft. As the existing building and structure does not appear to exceed those limits in lot coverage and floor area ratio now imposed by the demo/rebuild provisions of the Ordinance, the Board cannot provide for that additional building and structural area by special permit. Old Kings Highway: The proposal has been before the Old King's Highway Historic District Commission and a Certificate for Demolition or Removal for the existing dwelling was issued on July 21, 2007 and a Certificate of Appropriateness for the new structure was issued on August 8, 2007. The plans submitted to the Zoning Board of Appeals appear to reflect those plans conditioned by the Historic Commission. Special Permit Findings: In addition to findings that the proposal conforms to the requirements and limitations imposed by Section 240-91.1-1, the granting of a special permit requires the Board make findings of fact that support: ' Calculation based upon 1,735 sf first floor living area, 224 sf covered porch, 576 sf garage, and 144 sf covered entrances & landings. 2 Calculation based upon; 1,735 sf first floor living area, 2,210 sf second floor living area, 224 sf covered porch, and 576 sf garage. 3 Growth Management Department • the proposed new dwelling would not be substantially more detrimental to the neighborhood than the existing dwelling. In addition, Section 240-125 C(2) — Standards for Granting Special Permits-would require that the Board make findings that support: • that the application falls within the category specifically excepted in the ordinance for a grant of a special permit; • that after an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. Copies: Petitioner/Applicant Attachments: 4 BARNSTABILE BABN3IABIE. KAB& '07 AUG -9 P 3 :23 Town of Barnstable Zoning Board of Appeals Application for a Special Permit Date Received For office use onl : Town Clerk's Office: Appeal # QQ Hearing Date Days Extended Decision Due The undersigned hereby applies to the Zoning Board of Appeals for a Special Permit, in the manner and for the reasons set forth below: Applicant Name': \A(LA-i Nt`"\ �---tVj ►� `� o , Phone: 30'S Applicant Address: =i —cam Nth Q2-652-- Property Location: tt (O 6,OODtiIIEVA W P�t Property Owner: lul_iM �i�t"1�iiv j�C , Phone: 150 -31511 -c1-1l3 Address of Owner: �Z►1 C Lcr,5Z If applicant differs from owner, state nature of interest:' Assessor's Map/Parcel Number: '3(`t IO�to Zoning District: Number of Years Owned: Groundwater Overlay District: Special Permit Requested: 240 9 1 } 2) - 1,40t.➢cotQi7b r3 c` L-c. s Cite Sectior. & Title from the Zoning Ordinance Description of Activity/Reason for Request: D,1�- t-�5�� /�t��� 1 �c-� /� S tt�►�ci-�- Fi°�'�.t�-.'t' �u��-t t� � �`'�i;mil�i, �S���►� i�y�uotN4`S �2c�-�T `t'�--� 0,'J tk�r 47(QC— Attach additional sheet if necessary Description of Construction Activity (if applicable): Attach additional sheet if necessary ' The Applicant Name will be the entity to whom the special permit will be issued to. ' If the Applicant differs from owner,the Applicant will be required to submit one original notarized letter from the owner authorizing the application to the Zoning Board,a copy of an executed purchase& sales agreement or lease, or other documents to prove standing and interest in the property. Application for a Special Permit- Page 2 Is the property subject to an existing Variance or Special Permit ........No [vKYes [ ] — No. Existing Level of Development of the Property- Number of Buildings: (9tJj5f Present Use(s): S%N&_LZ Existing Gross Floor Area: _lo ZCo sq. ft. Proposed New Gross Floor Area: S0(4_11;_ sq. ft. r Family Site Plan Review Number: Date Approved: (not for Single required S ge or Two Y use) Is the property located in a designated Historic District?....................................... Yes [V�No [ ] Is this proposal subject to the jurisdiction of the Conservation Commission ......... Yes [,.(No [ ] Is this proposal subject to approval by the Board of Health ................................. Yes [ ] No [v], Is the building a designated Historic Landmark?.................................................... Yes [ ] No [►K Have you applied for a building permit?............................................................... Yes [ ] No [t,/, Have you been refused a building permit?........................................................... Yes [ ] No [. The following information must be submitted with the application at the time of filing, failure to do so may result in a denial of your request. • Three (3) copies of the completed application form, each with original signatures. • Three (3) copies of a 'wet sealed' certified property survey(plot plan) and one (1) reduced copy(8 1/2" x 11" or 11" x 17") showing the dimensions of the land, all wetlands, water bodies, surrounding roadways and the location of the existing improvements on the land. • Three (3) copies of a proposed site improvement plan, as found approvable by the Site Plan Review Committee (if applicable), and building elevations and layout as may be required plus one (1) reduced copy (8 1/2" x 11" or 11" x 17") of each drawing. These plans must show the exact location of all proposed improvements and alterations on the land and to the structures. • The applicant may submit any additional supporting documents to assist the Board in making its determination. All supporting docu nts t be submitted eight days prior to the public hearing for distribution to the Board Members. Signature: Date: A—p nt's or Representativ 's Signature' Print Name Address: 2i\ JA -M lip, Phone: `�tS -3`j`�" s�13 Aeoj--tauD , i� U Z Q 3 Fax No.: e-mail Address: 1,.1R� ctZ tZuN� � 3 All correspondence on this application will be processed through the Representative named at that address and phone number provided. Except for Attorneys, if the Representative differs from the Applicant/Owner, a letter authorizing the Representative to act on behalf of the Applicant/Owner shall be required. Aug 10 07 '10: 33a Patriot Builders 508-432-7789 p. 2 August 9, 2007 I � : T` O 7-K I �7 Town of Barnstable Office of the Commissioner of Bldgs 200 Main Street Hyannis,MA 02601 To Whom It May Concern: Please be advised that I have contracted with Patriot Builders to demolish the existing dwelling and construct a new dwelling at 116 Goodview Way in Barnstable Village and grant them permission to file for all permits on my behalf. They will represent us during this process and you can release any necessary paperwork to them.Thank you. Sincerely Kathleen Ford Barnstable Assessing Search Results Page 1 of 2 s v Home: Departments:Assessors Division: Property Assessment Search Results New Search` > , New Interactive Maps >> a Owner: 2007 Assessed Values: FORD,WILLIAM P JR& KATHLEEN TRS 116 GOODVIEW WAY Appraised Value Assessed Value Map/Parcel/Parcel Extension Building Value: $ 127,300 $ 127,300 319 /086/ Extra Features: $2,400 $2,400 Outbuildings: $0 $0 Mailing Address Land Value: $715,600 $715,600 FORD,WILLIAM P JR& KATHLEEN TRS W&K REALTY TRUST Totals $845,300 $845,300 211 NORTH ST MEDFIELD, MA.02052 2007 REAL ESTATE Tax Information: Tax Rates: (per$1,000 of valuation) Community Preservation Act Tax $160.27 Fire District Rates Town Barnstable-All Classes $2.10 $6.32 C.O.M.M.-All Classes $1.03 Commei Barnstable FD Tax(Residential) $ 1,775.13 Cotuit FD-All Classes $1.34 $5.57 Hyannis-Residential $1.54 Persona Town Tax(Residential) $5,342.30 Hyannis-Commercial $2.37 $5.57 Hyannis-Personal $2.37 Other R; W Barnstable-Residential $2.02 Commur W Barnstable-Commercial $1.69 W Barnstable-Personal $1.69 Total: $7,277.70 Construction Details Property Sketch Legend Building Property Sketch & ASI Building value $ 127,300 Interior Floors Hardwood Style Cape Cod Interior Walls Plastered Model Residential Heat Fuel Gas Grade Average Heat Type Hot Water http://www.town.bamstable.ma.us/assessing/assessO6/displayparcelO7map.asp?mappar=31... 8/29/2007 ❑ ❑ i.l.i.i.i. now i..i..l.1"1 T:I i F F11 : i fI. 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S .�`fl�.L a" .M 1�k� 41 •� __.. d-�..✓- — �tS`�. - t `�,"�'� �, J..: � �s��P•� ��� `'j• �. r� "� 1. ` f.�'.r�a �R Yfii�R' �",�.s-.�--_ '`�',a _ _ ``�� Application to ®Cb Riug'g J�igbivap Regional J�igtorit 32ligtrict Committee In the Town of Barnstable CERTIFICATE OF APPROPRIATENESS Application is hereby made,with four complete sets,for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings,or photographs accompanying this application for. CHECK CATEGORIES THAT APPLY: 1. Exterior building construction: New ❑ Addition ❑ Afteration p Indicate type of building: House ❑ Garage ❑ Commercial ❑ Other 2. Exterior Painting: ❑ ~ 3. Signs or Billboards: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign C 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑Other tt .NA TYPE OR PRINT LEGIBLY DATE �I (�I01 --- ADDRESS OF PROPOSED WORK W0� £�6mli W kY ASSESSOR'S MAP NO. OWNER W� �tM. Ff�11c1 " �01� ASSESSOR'S LOT NO.Qg HOME ADDRESS.ZIl NOP� �£��- FIELD( Kh TELEPHONE NO.. FULL NAMES AND ADDRESSES OF ABUTTING OWNERS, including those of adjacent property owners across any public street or way. (Attach additional sheet if necessary.) AGENT OR CONTRACTOR TELEPHONE NO.. 4. L'D77I ADDRESS CJ 2,� Z-� 1 1c1 r yba( t C�?�QC�o DESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, including materials to be used. Please include locations of proposed signs. �NS�►s�'Rd�v c� N��s 5kt-l"-Z, rt-�L-Nt Signed ner-Contractor-Agent Pl For Committee Use Only This Certificate is hereby -Date 1�pprov Denied 'i�i, Committee Members'Signatures:- 2 0 2007 � -- JUN -�' 33 __ o t h, JS '.'�s.. J eeMM'�rr..FFjj d:4EY' .f:_:jLt •. i i ax ci Of rr r � D fP„ ' �}F '3 ti• U m•..+®•• ,t S x ,f..�.,tc s. rf R a _.�sY' i .�3 -..�! fi ++ , I 1�t .s`"� i r t { •f.L .1. � kt?`� .Iti .a �. "ki T{i; .t.-I. 1 J �' -rw F 'AJ-t".:it „!'t51a'.;<•S n. 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('� k�.1~ �Jy. `gig+ ,1Y �. $, a m.� „?K°r mw+t' .c�a": uR',+�F ;tid.-� �' � .�$: <� ,?f w .�. n•.� 'Ca,.E •�7.� '�rY'..'}+ r 'fi�EJSF ..� ),Y' «- � .- ^7`." '.:. r e ?: k..k..yf.n •; '�' ��3'' ��m �C. •��4 `,A,' S ai1'. .,� �k :,r'-r �Y,'�.'.' .A-,:��'.1". e'• � � .Tll „+ �W�. ME _ fix krs�'.SNc �.� �.., -.. p. "✓VO yea; r' E 7 Ygn 'tEa ,psi u »,,,. ' ;�1�"�' ,L''.s��"t 't� Kk.w'nh "` ' M*7 A _ r -- - - -. .;,.��:�i•z'a`L-`";z�E���-n"-e;� �;.;st-,�"��'�-1. ����':� a�a H Mtn. r_ _ -X b" >•+��.:t`�'11 tic��� .:..:....... ...... ... ...,.. .,...., _,.: ,.:.:,.. .� '..:_.,. -::::. .,.. .... �6•�a=L'���� �y�i'�.e�+4T��� W,:4�r`�.�3�..�-�.,'3� �+"�'r'F'3 r�fF C7 -r ' Yc'7 6YH'z - - .— - +tL,Sa�PYG.:.P's@'e,v� •+1+r.r' ,�L L1 x x�s�ii" r '��� :� .. � E - k ? .3 rrtE ,, .,, ,-. '#S 5.49s..-SyF&E83,•,, -I u1'«;, i " tt,.0 ,� S— '���� �t • 1 i ui: { s 'r""i��N -fJ of F':T 1.� elf is i'4r�?+!.` b+ � 1•.._ ,� a Application to + � Old Kings Highway fW Historic District Committee in the Town of Barnstable for a CERTIFICATE FOR DEMOLITION OR REMOVAL Application is hereby made, in triplicate, for the issuance of a Permit for Demolition or Removal of a building or a st i mire or thereof. under Section 6 of Chapter 47Q Acts and Resolves of Mtssacu+seta.1 B73,for proposed work as destxilsts�below and on plans,drawings or photographs accompanying this application TYPE OR PRINT LEGIBLY � DATE CDI I4[0^( c:n ADDRESS OF PROPOSED WORK J((Q 6tb[%N IE\N W NY ASSESSORS MAP NO.7j OWNER (Z-D y1 i- ASSESSORS LOT NO. HOME ADDRESS 2—`` ►""�1 �'t' ���� 1�� TEL NO. NAMES AND ADDRESSES OF ABUTTING OWNERS: Include names of adjacent property owners across any pudic street Or way. (Attach additional sheet.if necessaryl. AGENT OR CONTRACTOR �=�`�`'T ��.-®GI-3 _ TEL NO. ADDRESS _,7K? i _ 0QQ-j' kpJ ez-Gz,_f_ DESCRIPTION OF PROPOSED WORK: If building is to be removed, give new location. Snap shot$showing all views of building must atximpany application. (Attach additional sheet,if necessary). Note: If approval is granted for relocation, a separate Certificate of Appropriet i f 's Hi R ion if wiffrin the Old Kin g Highway Regional Historic District SIGNED Space below firm for Conwrjifm um -(;envaa i ¢r D "� rtificate i by ` t) v Vu Vj C3 IMPORTANT: It Certificate is approved. approval is subject to the io day a a rod Oisaoproved prowled in the Act. - Q � 35 f I 10 Coc��v why -��►� Cam_ l tAAq L ( QJO s c C ' A1.112, r '. < U I s h"r R ° _ v r .•-k i S�fvr i^� '� x�X7 '}9 Y�3n� � r r t t� xpF yoasrtl 9u a� y ' ��f v_ ram'.�aYd f t rl r \ a � ky 4 ° �a i t A ! 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F t XJ �t�a"� MOM,, 5a t.y+ors ors e ,', p t �eimdm BIIPBB.t&DleegeaabnBffitEs f3eseribe@ as folloaatr }r " { "'NOW ua'3[3" - '� <"- - r cfs -x 4 v s�{t* ,k.�ji r✓7< a x J .�I,ry'.'i r �§a'� ��a, p r+7�,.s�'�s. x n 3 OtuT W1d391de� CmI�Tlelf oS'LOL & 03!i P2an �14$81 l��fi N 'P£try r+y� >;y 5 w� `'ti Y M.�`4r4a,}.F.`S 9� [e� �1F '�'K ". 1'a, `tA -s f -s'""- S La ( 7. �' N' 9 i�SY % ;{�� Y`:1-• >I',et4,S.s >~<,,, 'i"rY'"Ma`r .r 'z, r fi y d V -r c�` r' t J x, n r in Elm lOn3 8egiatration atfioe, iela ie ao�pled 1Y�om a pLnrQt+am W z't �. r i r pa,. `E � r ��✓-� �.. �>� y� ���ry�21 �s^'�2-��'?`5b9 Stetlep ffi Doren Civil inginserF an9.-@ata4�OQLODet 11��144!„�a��}x�,���yy�R�� t. Sr >t ��,a��` a s„s ?� Si'am adQitional`data im'tiie 3a;exist af£icey a ooP9„oi rhleD�id fileQ,'�r��I�r�t�"C�S . �` ' t in gcrnstab�e.Crnts*g...Laisd Rs�Ss�stlan,Offloe arith CertiiflaaLe Of 81Lie'fy� l a I� a - 1pi$� u Jr, st4 tier i d. K ✓ k tC411�{ 1_.-kq guy}ti 4'§_&_.Si nPr6.B "aSAv� .s'f0'Q r"i"€ t, b'i w M yap,MIR + �y,� k�s�+1�,�►1�s1i11e w La usa a'�a �ai'��r open®ra rot 1aLa°'�afla�an oD �al� �"� ple6� tlfe eayro anfl mrmcon 1an83a�i a��o3�'tl"sn �P�iR ��P�� y� '� at { vet : for which GhOg�1g reBFieaLSVeIg COlp.st8d¢ kdl86P.tllL�RO v r� '`"i t`1 �� vy s�'4 'eaEoa�b318a,.or;othBS vehiCleB nk11 On Lhe'aOB19tOf1'YROQ '( "�d _ �.,.� - �,,a p' ' I 'or Lhe lfrfooL trap 1oa81n�tS�,at� � Cn+gdviae IRaT r T�rLbormosro;� ��,�� ,y �.� _. u � granEoe:by tbe'saaoptae' of pia amaY1 m�,reoe ChaE Lhs g�sgLoMr�,�i�iir'a `�n -t� , ' C. i _ � _ � heirs. m►d aeei abali�rtot bdJliable Pmr ffisYa �� os��p'?�� C e�on.3aeriinG�»or [er:spy ia�nriaa ar 4ar�gee ;a�'lsib8 lraat�'a��daf+eL� �" �— ikY"'4 � `+ ` �' ix'„ - -l.F "c�c' .t'}�►i� ,a-.r '� pY--ii 3s c 4q 1....o0 M"?e '6 +yes. �.l aiaaL�il�nn..Qt ai +L Ms �y� h ,' •�+CSf� r I 'ti"i"'1`cP nw „'�•c u-F"'��+r .:''p �3�r +_:i t JJ �'��'��`��``��'°�;�s ��. �oo�aa lainRing 3a proper a,nfliticm 'or sae s7sa13 be mPwt3Lhoms spa°�+�s�ish �,, �z i --� ITM�S5s "fir �' l o V have Lhe righti"any lcie3iere to a Sty tk usa 4f t eaax r W " 'spa e 'ses ar a repenpeE the S s impos4d tat thv be"-, A:,,a� eCpr �t+ t a � 45c3 tg gat_ ��� i�s &�R � /ai$P asp 'asp i t ae `g S 4., ' ''� w 't' fin., "�,s, •-+ r. ^ st ` s r �st��,s�v�;;,��31. &o builGiag �atr*astctra exsggt a elagia Qmasllia�g a�gtiYiat��*�x w�¢ �� £ n �'��f r�rL�� r�garage:tor- r.n i *'c.� �:e r -ra .�i. cs P`a6G� ar r • aitmd�w�ay6Sam F ,�� k land of Stanley M. Dore et ali . P Said land is subject to the rights granted in an easement given to the cape & Vineyard Electric Company et al, dated May 21, 1949 being Document No. 24238. 9 a� S Jr T i i .j. A '6 'P u A n �t. M1 i�. lY. Exhibit A - Property Description Closing date: 66/19/01 Borrower(s): William P. Ford, Jr. and Kathleen M. Ford Property Address: 116 Goodview Way, BARNSTABLE, Massachusetts 02630 F' That land situated in Barnstable (Village) in the County of Barnstable and Commonwealth of Massachusetts, bounded and described as follows: Northeasterly: by Barnstable Harbor to low water amrk or so far as private ownership may extend; Southeasterly: by Lot C, about two hundred thirty-five (235) feet; Southerly: by a Way, by two lines measuring seven adn 50/100 (7. 50) feet and thirty-five and 83/100 (35. 83) feet, respectively; Southwesterly: by the junction of said Way and another Way, thirty-two and 78/100 (32. 78) feet; Northwesterly: by a Way, one hundred sixty (160) feet; }} Northeasterly: by a Common LandinIX2d Northwesterly: b said Common Landing, a Y y g, bout sixty-eight (68) feet; All of said boundaries, except the water lines, are determined by the Court to be located as shon on plan 19221-A dated October 11, 1944, drawn by Stanley M. Dore, C.E. , and filed in the Land Registration Office at Boston, a copy of which is filed in Barnstable County Registry of Deeds in Land Registration Book 47, Page 99 with Certificate of Title No. 7799 and said land is shown thereon �s Lot B. For my title reference see Book 748 at Page 659. /Sr171i� :s Said land is subject to and has the benefit of the right and privilege to use in common with owners of Lots on said plan the Ways adn Common Landing for all purposes for which they are respectively commonly used, except that no automobliles or other vehicles shall be allowed on the Common Landing or the 16 foot Way leading to it from Goodview Way. Said land is subject to the provisions relative to the Ways as set forth in Document No. 23023. Said land is subject to the restrictions set forth in Document No. 23023, which restrictions are imposed for the benefit of the remaining r J' yf i( TRUSTEE'S CERTIFICATE We, William P. Ford,Jr. &Kathleen M.Ford of the"W&K Ford Realty Trust"dated 9/4/97 and recorded 4/23/98 with the Plymouth Registry of Deeds in Book 12724 at Page 380, hereby state that the Trust is still in full force and effect,and has not been amended or revoked, and the Trustees were empowered and directed by the Beneficiaries of the Trust to convey to the Trustee as an individual, for the purpose of conveying property located at 116 Goodview Way, Barnstable,MA. We further state and affirm that the individual signing below are the only remaining Trustees of said Trust. ur hands and seal this�� day of J,� �. , 2001. Wltn 4thle ia P. Ford,Jr. x Witness n M. Ford COMMONWE TH OF MASSACHUSETTS COUNTY OF Inso-f Mah,.SC in said County on the 4?9day of �L ,2001,before me personally appeared the above names William P. Ford,Jr. &Kathleen M.Ford and they acknowledged the foregoing instrument to be their a and eed and the free act and deed of W&K Ford Realty Trust. NOT Y P BLIC My ommission expires: I�tA'�t Property Address: 116 Goodview Way,Barstable,MA 02630 r VANCINI LMI ASSOCIATES,P.C. Alranwr at!aa- 240 Centerville Road Warwick.Rl 02K86 (401)736-91NH1 Fax(401)738-2151 BARlVSTASl.E REGISI nY Ur- DiEDS Doc:8.39,385 07-30-2001 11 .22 Ctfk:162290 BARNSTABLE LAND CUUR1 kES1STRY QUITCLAIM .DEED 1 We,William P.Ford,Jr.&Kathle n M.Ford,Trustees of The W&K Realty Trust,of the -boc. -?gg66 Z 0 CUL+d g/Y/97 Town of Barnstable,County of Plymouth,Commonwealth of Massachusetts,for consideration paid in the amount of One Dollar and 00/100($1.00)Dollars grant to William P.Ford,Jr.&Kathleen M. Ford,as Tenants by the Entirety with QUITCLAIM COVENANTS; See EXHIBIT"A"attached hereto and made a part hereof. Witness my hand this day of 2001. OF i lArl,n Willla P.Ford,Jr.,Trustee Witn thl n M.Ford,Trustee ° COMMONWEALTH OF MA//SSACHUSETTS COUNTY OF tt.S(.e In the City/Town of 1B' c�&,sfi��on the�� day of�,2001,before me personally appeared William P.Ford,Jr.&Kathleen MW.5 e a parties executing the foregoing instrument and they acknowledged s em to be their free act and deed. 3: S� ZGo't- VANCINI LNW ASSOCIATES,P.C. ""°t"`'''at L", Property Address: 116 Goodview Way,Barstable,MA 02630 246 C'zntercillr kwd Waneick.RI(Qgm (;ul)7.16 JNNN1 ii Fax(401)7 h-2151 L:. r a w /9 22/ PLAN OF LAND _III ,_BAR?IST1k;-M,F Sheet / Stanley M. Dore, Civil Engineex z OCTOnER 11, 19411 z. R-J 41 a. a -i cc Ll� �I�• �� x:ib'° TA ry; C93.25/]• f h 20 /a d?O' 0 L4 . 44 o 76.50 16. .32.78 .a� +� 73.75 � r9x•Zp r� 0 2u1'p' � � ��93'7.5.17' tAj �. p 00itto O O ni 96.50 ND123.01 t io9.30 . O O 292 1rt6 O mil 1,. O O w 95.50 o� Cs O O N ` o o /4?4.50 b co QC � N � 96.50 s (^ b O 0 � 5.98 O o 4 96.50 lb W o N Z a W th o Q V' C C O � � O ' �•Zbo,b'° c R7.47 o �. 293.25•n• 3.501 Copy of d 96 ofdan �- .50 r, d �— 293'25'�7' LAND REGISTRATION OMC£ OCT.. 26 1991 Scare of this dan 6b feet to an Inch C D NugW8y, rc , En9ewr for Court y See Sheet,? 20- /See Sheef 2 � 4 -F—6 Barnstable Assessing Search Results Page 2 of 2 Stories 1 Story w/U A AC Type None ' Exterior Walls Wood Shingle Bedrooms 3 Bedrooms Roof Structure Gable/Hip Bathrooms 2 Full -= -' Roof Cover Asph/F GIs/Cmp living area 1026 Replacement Cost $157213 Year Built 1952 Y Depreciation 19 Total Rooms 5 Rooms £3 §LEI Land CODE 1010 4, Lot Size(Acres) 0.42 Appraised Value $715,600 AsBuilt Card N/A Assessed Value $715,600 17 View Interactive Maps > . . :. N' Sales History: Owner: Sale Date Book/Page: Sale Price: FORD,WILLIAM P JR&KATHLEEN M Jul 30 2001 12:OOAM C162290 $ 1 FORD,WILLIAM P JR&KATHLEEN TRS Jul 30 2001 12:OOAM C162291 $ 1 FORD,WILLIAM P JR&KATHLEEN TRS Dec 9 1998 12:OOAM C151178 $1 FORD,WILLIAM P JR&KATHLEEN M Sep 15 1983 12:OOAM C93245 $ 190,000 Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value FPL1 Fireplace 1 $2,400 $2,400 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(Finished) UHS Half Story (Unfinished) CAN Canopy FUS Second Story Living Area UST Utility Area (Unfinished) (Finished) 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 Full Upper 2nd 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.bamstable.ma.us/assessing/assess06/displayparcelO7map.asp?mappar=31... 8/29/2007 I TOWN OF BARNSTABLE r��� • a � OFFICE OF LQ`I� e CLERK AND TREASURER � >tesrsr l( • a 3. 01_ qua s639. r HYANNIS, MASS., November 8, 2977 P. O. ADDRESS: DRAWER T HYANNIS, MASS. 02601 ARTICLE 22. To see if the Town will vote to amend Chapter III, Article III, of the Town Bylaws Section C., 1. by deleting therefrom subparagraph (f) , and inserting in place thereof the following: " (f) Upland - shall include all, lands not defined as wetlands under this Bylaw." and to further amend Section C., 1. by adding thereto the fol- lowing: "(h) wetlands - shall mean the land under the ocean or under any bay, lake, pond, river, stream, creek, or estuary; and any wet meadows, marshes, swamps, bogs, areas where high groundwater, flowing or standing surface water or ice provide a significant part of the supporting substrate for plant community for at least five (5) months of the year, lowland subject to any tidal action or annual storm flooding or flowage, or any flat, beach, dune or other shifting sand formation." and to further amend Section C., 1. by adding thereto the fol- lowing: " (i) Trailers - as used in these Bylaws shall mean any mobile homes or other similar devices -or dwelling units. Upon motion duly made and seconded it was voted that the Town amend Chapter III, Article III, of the Town bylaws Section C., 1. by deleting therefrom subparagraph (f) , and inserting in place thereof the following: I'M Upland - shall include all lands not defined as wetlands under this by-law_" and further amend Section C. , 1. by adding thereto the following: "(h) Wetlands - shall mean the land .under the ocean or under. any bay, lake, pond, river stream, creek, or estu6q-1 ; and any wet meadows, marshes, swamps, bogs, areas where high groundwater,. flowing or standing surface water or ice provide a significant 'part of the supporting substrate for a plant community for at least five (5) months of the year, lowland subject to any tidal action or annual storm flooding or flowage, or any flat, beach, dune or other shifting sand formation." and further amend Section C. , 1. by adding thereto the following: (i ) Trailers - as used in these by-laws shall mean any mobile homes or other similar devices or dwelling units." (Unanimous) ,I hereby certify that the foregoing is a true copy of Article 22 and the vote thereon at the annual fall town meeting held in the Town of Barnstable on November 7, 1977. Attes '77� - Q 20o7-086 -Fo". " - 7;.r ro. a►J CoPs �Ql- i IG "IMPORTANCE OF WETLAND RESOURCE AREAS" The following is a discussion of wetland resource areas- salt marsh,coastal beaches,coastal dunes,and coastal banks-by Rob Gatewood,Conservation Agent of the Town of Barnstable. All of these areas are wetland resource areas subject to regulation under the MA Wetlands Protection Act and the Town of Barnstable Code,Ch.237,and their pertinent regulations. 10.32: Salt Marshes (1) Preamble. Salt marshes are significant to protection of marine fisheries, wildlife habitat, and where there are shellfish, to protection of land containing shellfish, and prevention of pollution and are likely to be significant to storm damage prevention and ground water supply. A salt marsh produces large amounts of organic matter. A significant portion of this material is exported as detritus and dissolved organics to estuarine and coastal waters, where it provides the basis for a large food web that supports many marine organisms, including fmfish and shellfish as well as many bird species. Salt marshes also provide a spawning and nursery habitat for several important estuarine forage finfish as well as important food, shelter, breeding areas, and migratory and over wintering areas for many wildlife species. Salt marsh plants and substrate remove pollutants from surrounding waters. The network of salt marsh vegetation roots and rhizomes binds sediments together. The sediments absorb chlorinated hydrocarbons and heavy metals such as lead,copper,and iron. The marsh also retains nitrogen and phosphorous compounds,which in large amounts can lead to algal blooms in coastal waters. The underlying peat also serves as a barrier between fresh ground water landward of the salt marsh and the ocean,thus helping to maintain the level of such ground water. Salt marsh cord grass and underlying peat are resistant to erosion and dissipate wave energy,thereby providing a buffer that reduces wave damage. 10.27: Coastal Beaches (1) Preamble. Coastal beaches, which are defined to include tidal flats, are significant to storm damage prevention, flood control and the protection of wildlife habitat. In addition,tidal flats are likely to be significant to the protection of marine fisheries and where there are shellfish, to land containing shellfish. P Coastal beaches dissipate wave energy by their gentle slope, their permeability and their granular nature which permit changes in beach form in response to changes in wave conditions. �' � PP g Coastal beaches serve as a sediment source for dunes and sub tidal areas. Steep storm waves cause beach sediment to move offshore, resulting in a gentler beach slope and greater energy dissipation. Less steep waves cause an onshore return of beach sediment, where it will be available to provide protection against future storm waves. A coastal beach at any point serves as a sediment source for coastal areas down drift from that point. The oblique approach of waves moves beach sediment alongshore in the general direction of wave action.Thus,the coastal beach is a body of sediment which is moving along the shore. Coastal beaches serve the purposes of storm damage prevention and flood control by dissipating wave energy, by reducing the height of storm waves, and by providing sediment to supply other coastal features, including coastal dunes, land under the ocean and other coastal beaches. Interruptions of these natural processes by man-made structures reduce the ability of the coastal beach to perform these functions. A number of birds also nest in the coastal berm, between the toe of a dune and the high tide line. In addition, isolated coastal beaches on small islands are important as haul out areas for harbor seals. Tidal flats are likely to be significant to the protection of marine fisheries and wildlife habitat because they provide habitats for marine organisms such as polychaete worms and mollusks, which in turn are food sources for fisheries and migratory and wintering birds. Coastal beaches are extremely important in recycling of nutrients derived from storm drift and tidal action. Vegetative debris along the drift line is vital for resident and migratory shorebirds, which feed largely on invertebrates which eat the vegetation. Below the drift line in the lower inter tidal zone are in fauna(invertebrates such as mollusks and crustacea)which are also eaten by shore birds. Tidal flats are also sites where organic and inorganic materials may become entrapped and then returned to the photosynthetic zone of the water column to support algae and other primary producers of the marine food web. 10.28: Coastal Dunes (1)Preamble. All.coastal dunes are likely to be significant to storm damage prevention and flood control, and all coastal dunes on barrier beaches and the coastal dune closest to the coastal beach in any area are per se significant to storm damage prevention and flood control. Coastal dunes are also often significant to the protection of wildlife habitat. Coastal dunes aid in storm damage prevention and flood control by supplying sand to coastal beaches. Coastal dunes protect inland coastal areas from storm damage and flooding by storm waves and storm elevated sea levels because such dunes are higher than the coastal, beaches which they border. In order to protect this function, coastal dune volume must be maintained while allowing the coastal dune shape to conform to natural wind and water flow patterns. Vegetation cover contributes to the growth and stability of coastal dunes by providing conditions favorable to sand deposition. On retreating shorelines,the ability of the coastal dunes bordering the coastal beach to move landward at the rate of shoreline retreat allows these dunes to maintain their form and volume, which in turn promotes their function of protecting against storm damage or flooding. A number of birds,most commonly terns and gulls,nest at the base or sides of dunes.In some dune systems other birds also nest in the interdunal area, the species being determined by the plant community structure,topography,and hydrologic regime of the area.In a few dune systems, wet meadows or vernal pool 'habitats occur, which serve as important feeding areas for a wide variety of bird species. 10.30: Coastal Banks (1) Preamble. Coastal banks are likely to be significant to storm damage prevention and flood control. Coastal banks that supply sediment to coastal beaches, coastal dunes and barrier beaches are per se significant to storm damage prevention and flood control. Coastal banks that, because of their height, provide a buffer to upland areas from storm waters are significant to storm damage prevention and flood control. Coastal banks composed of unconsolidated sediment and exposed to vigorous wave action serve as a major continous source of sediment for beaches, dunes, and barrier beaches (as well as other land forms caused by coastal processes). The supply of sediment is removed from banks by wave action, and this removal takes place in response to beach and sea conditions. It is a naturally occurring process necessary to the continued existence of coastal beaches, coastal dunes and barrier beaches which, in turn, dissipate storm wave energy, thus protecting structures of coastal wetlands landward of them from storm damage and flooding. Coastal banks, because of their height and stability, may act as a buffer or natural wall, which protects upland areas from storm damage and flooding. While erosion caused by wave action is an integral part of shoreline processes and furnishes important sediment to down drift landforms, erosion of a coastal bank by wind and rain runoff, which plays only a minor role in beach nourishment, should not be increased unnecessarily. Therefore, disturbances to a coastal bank which reduce its natural resistance to wind and rain erosion cause cuts and gullys in the bank, increase the risk of its collapse, increase the danger to structures at the top of the bank and decrease its value as a buffer. Bank vegetation tends to stabilize the bank and reduce the rate of erosion due to wind and rain runoff. Pedestrian and vehicular traffic damages the protective vegetation and frequently leads to gully erosion or deep "blowouts" on unconsolidated banks. 10.58 Riverfront Area 1 Preamble. Riverfront areas are likely to be significant to protect the private or public water ( ) Y Sn P P supply; to protect groundwater; to provide flood control; to prevent storm damage; to prevent pollution; to protect land containing shellfish; to protect wildlife habitat; and to protect the fisheries. Land adjacent to rivers and streams can protect the natural integrity of these water bodies. The presence of natural vegetation within riverfront areas is critical to sustaining rivers as ecosystems and providing these public values. The riverfront area can prevent degradation of water quality by filtering sediments,toxic substances (such as heavy metals), and nutrients (such as phosphorus and nitrogen) from storm water, nonpoint pollution sources, and the river itself. Sediments are trapped by vegetation before reaching the river. Nutrients and toxic substances may be detained in plant root systems or broken down by soil bacteria. Riverfront areas can trap and remove disease-causing bacteria that otherwise would reach rivers and coastal estuaries where they can contaminate shellfish beds and prohibit safe human consumption. Natural vegetation within the riverfront area also maintains water quality for fish and wildlife. Where rivers serve as water supplies or provide induced recharge to wells,the riverfront area can be important to the maintenance of drinking water quality and quantity. Land along rivers in its natural state with a high infiltration capacity increases the yield of a water supply well. When riverfront areas lack the capacity to filter pollutants, contaminants can reach human populations served by wells near rivers or by direct river intakes. The capacity of riverfront areas to filter pollutants is equally critical to surface water supplies, reducing or eliminating the need for additional treatment.In the watershed,mature vegetation within riverfront areas provides shade to moderate water temperatures and slow algal growth,which can produce odors and taste problems in drinking water. Within riverfront areas, surface water interaction with groundwater significantly influences the stream ecosystem. The dynamic relationship between surface and groundwater within the j "hyporheic zone" sustains communities of aquatic organisms which regulate the flux of nutrients, biomass and the productivity of organisms including fish within the stream itself. The hyporheic zone extends to greater distances horizontally from the channel in large, higher order streams with alluvial floodplains, but the interaction within this zone is important in smaller streams as well. By providing recharge and retaining natural flood storage, as well as by slowing surface water runoff, riverfront areas can mitigate flooding and damage from storms. The root systems of riverfront vegetation keep soil porous, increasing infiltration capacity. Vegetation also removes excess water through evaporation and transpiration. This removal of water from the soil allows for more infiltration when flooding occurs. Increases in storage of floodwaters can decrease peak discharges and reduce storm damage. Vegetated riverfronts also dissipate the energy of storm flows,reducing damage to public and private property. Riverfront areas are critical to maintaining thriving fisheries. Maintaining vegetation along rivers promotes fish cover, increases food and oxygen availability, decreases sedimentation, and provides spawning habitat. Maintenance of water temperatures and depths is critical to many important fish species. Where groundwater recharges surface water flows, loss of recharge as a result of impervious surfaces within the riverfront area may aggravate low flow conditions and increase water temperatures. In some cases, summer stream flows are maintained almost exclusively from groundwater recharge. Small streams are most readily impacted by removal of trees and other vegetation along the shore. Riverfront areas are important wildlife habitat, providing food, shelter, breeding, migratory, and over wintering areas. Even some predominant upland species use and maybe seasonally dependent on riverfront areas. Riverfront areas promote biological diversity by providing habitats for an unusually wide variety of upland and wetland species, including bald eagles, osprey, and kingfishers.Large dead trees provide nesting sites for bird species that typically use the same nest from year to year. Sandy areas along rivers may serve as nesting sites for turtles and water snakes. Riverfront areas provide food for species such as wood turtles which feed and nest in uplands but use rivers as resting and over wintering areas. Riverfront areas provide corridors for J the migration of wildlife for feeding or breeding. Loss of this connective function, from activities that create barriers to wildlife movement within riverfront areas, results in habitat fragmentation and causes declines in wildlife populations. Wildlife must also be able to move across riverfront areas,between uplands and the river. A N 5 - - • Off' E 7 , i8V CONC. ' 9 8 WALK \ \ _/%v.clo .119 — \ 8.5 i 10 9.812 i 10 28 — �_ - 11.8 ——'�� 11 TCB i 12.8\ - 11.3 _i 13, ---�--\-1'CB-3 ---- w - --`--` ___ 4 11.4 EDGE OF LAWN n \ ----- _ \ � \ TCB-2 TCB-4 \ \ a� b \ 6% 10' 14 S ��� \ �� - TC 1 , \ — 12 \ 2p \ 00, F \ EXISTING 3 - yy 5 LAWN AREA O ' \ O _ EXISTING DWELLING TO BE REMOVED 16 — —— — = n r'1 • ----- ----- 13 AND REPLACEDLY (top f id.= 18.25) 9 17 a \\ \\ \\ 50' FROM�TOP OF-.BAN 18 WORK LIMIT LINE (SEE NOTE 4) - Y Al \\ / T0 \ I �15 ---------------------- ?PO r a toy / 100' FROM TOP OF BANK 16f t •° / / S 19 / / \ I ` o� cA'�GF -, NO' / I � / ,� �� 17 1. VER1 o 2. MUN w0� BENSMH CO CK AT / 0�� 3. CON' ELEVATION = 18.34 18.3 / �� / S% 4. WOR 32 / LINE N� �8 A_35.83' 34. 18 rrf 43" APPROXIMATE LOCATION 18.6 N OF EXISTING SEWER LINE 6634,: (SERVING 2 DWELLINGS) 0 18.7Is a 18.2 EXISTING SEWER CONNECTION AT STATION 10+58.7 INVERT-OF SEWER MAIN 9.73 THCIJAS J. TERRY McLELLM '� I ANN N CIVIL 8 WARNER q No 4 u 9 .36471 a °' I No.38721 LOCUS KEY: Yti OD BA" EXISTING CONTOUR: - — 16' CP EXISTING SPOT ELEVATION: 25.5 PROPOSED SPOT ELEVATION: 25.5 BARNSTABLE HARBOR SCREEN 1a' TEST HOLE: * PORCH N UTILITY POLE: -�- _ _ 36' FENCE LINE: EDGE OF SALT MARSH 36' — —- 2 HYDRANT: - 12' ;7 RETAINING WALL: ® 18 a COMMERCE PROPOSED 3' ROAD 1_.-- - - - -- -- ------- -- ---- - - -1 5BEDROOM 1'6" DWELLING 16, 22' LOCATION MAP N 0_--- - - -- ---- - -- ._ - .._ ----- - - - -- 0 76« x x 15' LOT B: 15,072 SF cUG 12' avG (AS SHOWN ON LAND __ - -- - - ----- - COURT PLANlf 19221A) 1 -- -- -'- ----- --- - 1 R R 6' UPLAND AREA: 13,679 SF (MEASURED TO LANDWARD EDGE _ ___- -- - - -- - - - 36' ---- ---_ -- _ ----2 OF DUNE, IN ACCORDANCE WITH 2 - - 24' SECTION 240-128 OF THE TOWN OF BARNSTABLE ZONING ORDINANCE) _ - --�- ------ ----_._-_ .� -- `._-- - - ----- 3 GARAGE ASSESSORS MAP: 319 PARCEL: 86 3 --_-- 24' LAND COURT CASE 19221A CURRENT ZONING: RB __ ------- MINIMUM BUILDING SETBACKS: -- -- - -~ -- - - - ---- -- -4 PROPOSED DWELLING (2,438 SF) FRONT: 20' SIDE: 10' REAR: 10' - 4 -- PROPOSED BUILDING COVERAGE: 2,438SF/ 13,679SF = 17.836 --- -- ------ FLOOD ZONE: C&A5 (EL 12) - -- --- -- ------ - 5 5 � RACg LINE -_,'•-�_---- I YEAR FREQUENCY TIDAL FLOOD w ',r_' _ - - -- -- -- -- ------- 6 AT 7.5' CONTOUR AS SHOWN IN TIDAL _ - _ FLOOD STUDY BY THE ARMY CORPS =s:- OF ENGINEERS, SEPTEMBER, 1988 6_- pF gpt'�'I�A _ -COASTAL BEACH ------------------------ EpG-' -- --- - 7 -- �-- - 7_5' Contour Line ��- PROPERTY LINE AS SHOWN 8 BOTTOM OF BANK& ON LAND COURT PLAN 19221A WALK - CO LANDWARD EDGE OF DUNE 8 __ j q 0IO (EDGE OF UPLAND IN ACCORDANCE'WITH A'Dl N SECTION 240-128 OF THE TOWN OF 9- i �'C �8.5 , BARNSTABLE ZONING ORDINANCE) 10\ 9.8 _/_/--;��' �"'�- \ 10.5' CONTOUR, ACEC LIMIT 2 �zs'B'5------------- _--- -- - ------------�c 9.9 —10 12 ���•_. �� 8__ 9 —�C 11 TCB-1 12.8 11.3 • . ------------ _ICB-3 -=----•t-_--ram ------- _ ------- 11.4 - - --EDGE OF LAWN�---� ---- ----- 12.5 h - � �TCB-2 TCB-4 \_ 0 e 6% 10, 14 S�o3 \ \` TOP OF BANK \ 2p 4 12 - / EXISTING 3 10' STRIP OF EXISTING LAWN AREA LAWN AREA 'y IS TO BE REMOVED AND PLANTED WITH 15- - p \_ \ '� INDIGENOUS COASTAL VEGETATION _ y C-0) EXISTING DWELLING \ -------- -----13 -- TO BE REMOVED 16 — — n 9 k, \ \ AND REPLACED (top fnd.= 18.25) 17 \ \ \\ \\ \� 50' FROM TOP OF BANK tz z ' \\ \ 14 \i 18 \\ .4 /' �_ Sc \� WORK LIMIT LINE \ \Ak4)' F' , \ \ (SEE NOTE 4) '!t EXISTING WATER LINE TO BE 3 \ ;�,, \ 1 15 F RE-ROUTED TO NEW DWELLING ----------------------- W S R®PO I toptp w�DRopD Cw , tllyG, ; rl�s /Ow \' 100' FROM TOP OF BANK 87S I w� 16 1 I1 ' 19 % ; EXISTING SEWER LINE TO BE RE-ROUT ED TO NEW DWELLING S 1 \ NOTES 1. VERTICAL DATUM: NGVD 'Z �. / 17 -4� ¢ / 2. MUNICAPAL WATER IS AVAILABLE. p �o p` / BENCHMARK AT / Z�` �i 3. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. SMH COVER / �O tp N / ELEVATION = 18.34 18.3 -- 32 �� / / S= 4. WORK LIMIT LINE TO BE DOUBLE STAKED HAY BALES OR SILT FENCE. LINE TO BE INSTALLED PRIOR TO ANY SITE WORK. 6634,43 A=35.83 18 m APPROXIMATE LOCA_T]ON i 18.6 OF EXISTING SEWER LINE m N6603 (SERVING 2 DWELLINGS) 4 0 18.7 43"rfl a 18.2 EXISTING SEWER CONNECTION AT STATION 10+58.7 -SITE PLAN INVERT OF SEWER MAIN = 9.73 LOCATION: "Ass Ssq�ti 116 GOODVIEW WAY, BARNSTABLE, MA 4t�OF�s, ° TERRY w TIi01�AS J. s WARNER PREPARED FOR: McLEllMl No. DATE: 7-2-07 CIVIL6REVISED: 10-17-07 PATRIOT BUILDERS QQ No.36471 9 0 � REVISED: 11-7-07 Q T P REVISED: 1-22-08 SCALE. 1" = 20' Q n►tr� l BASS RIVER ENGINEERING THOMAS McL AN, P.E. TERRY A. WARNER, P.L.S. P.O.BOX 1163, EAST DENNIS,MA 02641 508-385-3426 M7-20 I