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Home My WebLink About0189 HARBOR POINT ROAD • ta)? W.C1}2 (te•i2- ' - ,,,i.- -',,t,',--r;',i,,,',;:',F,"4,`,.;•t!41/4.1'--.4.!. •___;°,:,.,.•',,'.,---'• , : ' FEIMMIllir. „ .,. * ':1 . ' . . ' 7' ' . ''''. : ' ' ' ' ' . : . .'.. ' ..„...,.....7.!:.i'..,..„...-5,,,.:,,,,,,, ;,;,,,,..-:,,,.,,,,,.,,,,,...,,,,,,:,,,,,.. ,,4,k..,:,,e, ,,t,„/.,„1•,.,i t,"4.,„!:',..%'..,7.,.: ..•,0 .'.4.1,,N,,,,,, ,• . . . • . . • . , . . , . . . . . . ,. • ., , . . , : • , . . , . . , • , . .„.. . ,• _..,„ . . . •-. . • " • . , -- ., , - _ . . .. . .. . . • „ . , , . , - ., . • - ...•.•• ,,, - ,,,,,,,,,,, ,...,,,,„ , ,, ,... . ,., ,, _ . . . , , . . ., . . ,... . ., . •... - •,-•---, ,• , ,,,,,, ... ... ' . 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'••:.'• ' ••• ';'• '•".• : '• - • ,• . , .. , ..••. .. , .: , .. .. „ . ., . _ . .. , . . i . „.. . • . ., ... , ,.„ ,... ,., , . - . -...,, , - - . . - , • ,. . . , ....... • -.. „ •,,,,, . .. , , . ..,. ,, . . ,. ., , , , , - , . • . „. , .. • . ...„ ..,.. ... ._...„, , , .. .„ _ , , . . . , ,. _ , • •, , . „....• .,. ,. .„ . .. , . .... .. . . . .. . , ,.. .... ,..., __. • . , . . . , • , - • • - .• •• . ,... . .. • , ,,... . .. . . , . . . .. ., . • , . . . ... ., . • „ :,'• -••••••'•.• • ' .• - • • : - -- • :.•• -••••''-'---•-• " " 7-2 `fS pi 1 �' ��, - Commonwealth of Massachusetts Sheet Metal Permit 1.k'(:‘ Map Parcel X'P;krESS (® ! Date. /� JUN 26 2 015 _ 7 / 6W QtPermit# 6V/5-6 j 5of/ Estimated Job Cost: $ 4 ' 'bF BA R N ST Permit.Fee: $ ��r ABLE Plans Submitted: YES NO Plans Reviewed: YES NO Business License# /OI Applicant License# AO/ Business Tnformation: Property Owner/Job Location Tnformation: Name: ) /2 T lect-6 e'15- Name: &-iiireki Street: r Z i? A/c le 0 Street: 49, igi A,s-- / "=" ,e, City/Town: A Av. G' City/Town: ,�&t/'r75 AA 4� Telephone: 67 J 6 V 54 '# Telephone: 08 —2'50 6 Z 7 5 Photo I.D.required/Copy of Photo I.D. attached: YES NO - Z\.6 Staff Initial J-1. nrestricted license I J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft./2-stories or less Residential: 1-2 family 7 Multi-family Condo/Townhouses Other i Commercial: Office Retail Industrial Educational • Fire Dept. Approval Institutional_ Other Square Footage: under 10,000 sq. ft. l/ over 10,000 sq.ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: / • HVAC Metal Watershed Roofing. Kitchen Exhaust System t� 1 Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: //75/71 `/ Z 09c°G`1 /Pm2a x MUeC .syi ^_- �,-, , ad/ new duc-/- -tiL INSURANCE COVERAGE: 77 I have a current liability insurance policy or its equivalent which meets the requirements of M.G:L Ch.112 Yes112141❑ If you have checked Yes. indicate the type of coverage by checking the appropriate box below: • A liability insurance policy ❑ Other type of indemnity ❑ Bond D OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent G • Signature of Owner or Owner's Agent By checking this bo I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Progress Inspections Date Comments Final.Inspection Date Comments Type of License: 3y VCster rite ❑Master-Restricted �ity/Town DJoumeyperson Signature of Licensee :ermii# ❑Joumeyperson-Restricted Number:. /2D/" ee$ Check at www.mass.govldol • nspector Signature of Permit Approval • • "14 ociii.EroVt, Town of Barnstable Regulatory Services ammurAinzsues Thomas F.Geiler,Director 1so6S9.+ Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstablema.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder re.c.-14-t_ac- ,as Owner of the subject property hereby authorize T.- \ . to act on my behal f in all matters relative to work authorized by this building permit. 6 ( 4 b&L (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized ntil all final inspections are performe I accepted. Signature of Owner Signa .e of Applicant Jqfrke5 TD)--e e, Print Name Print Name ((5"-- Date Q:FORMS:O WNERPERMISSIONPOOLS N nO Q ' 1191 i, QJOv '3, 36��11+F co,0srNC o�Ferisr �,oN vNC NC ',''�I/ �41*Q '789 i It** 460•0o y�,4- FOUNDATION PLOT PLAN DCE #14-236 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION : 189 HARBOR POINT=ROAD,-C-UMMAQUID;MA SCALE : 1" = 30' DATE 03-25-2015 PR._' D FOR: HOFM REFERENCE : MAP 352 PARCEL 18 AND 'F) ,A 'Lv ' N . ,HL o A. co I HEREBY CERTIFY THAT THE STRUCTURE 0 OJALA SHOWN ON THIS PLAN IS LOCATED ON THE q No.40980 GROUND AS SHOWN HEREON. o,cFss�0N- lc?,fax x 508-362-9880 off 508-362-4541 qN0 SUR'J - J •downcape.com O own We en ineerin kw. ` a a. 1 /� LCD-,civil engineers `7 1/2-'S ' �� \ !I land surveyors 939 Main Street (Rte 6A) YARMOUTHPORT MA 02675 DATE REG. LAND SURVEYOR iv , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ?j Parcel bl Application O J COS-1 Health Division \� o" 24I it Date Issued ,`la`1� �� Conservation Division )s- 5.EI' 23Z� �t'"� Application Fe%d Planning Dept. V Permit Fee ' cZ©`I D . OD Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address WA z-sc? `\- (-t- -fi . Village ' .--- Ac4 -rik..ii.._A_..-,.. . Owner -,k 5 � 2 yo i 41-- l.LC , Address r urr W, 7- Telephone - z' 2Y2 • (pig Permit Request` ---'� dr{-rc-__ fr-x c A(P i rvii— .1-0 ILI Z.wblL. )L--J T�v Ac S 67Z- /\:r2 ai(- AONIM , .Z f 72. Square feet: 1st floor: existing 0., proposed (si`j fo 2nd floor: existing X proposed 17 i?7 Total new 17/7 jt11D'r Zoning District "'// Flood Plain Groundwater Overlay Project Valuationlf7C2,w0, Construction Type • Lot Size + Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family ( units) :gip _I Age of Existing Structure Historic House: ❑Yes o On Old Kjtig s Highwa"y: • es 0 No Basement Type: Full ❑ Crawl VI Walkout ❑ Other R "4 �' Basement Finished Area (sq.ft.) 10 6 Basement Unfinished Area (s .ft) fie2OJ Number of Baths: Full: existing i new 7-2 Half: existing knew T 1 Number of Bedrooms: "Zj existing I new ',AiCa Total Room Count (not including baths): existing _7 new 7 First Floor Room Count s Heat Type and Fuel: 0 G/as ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes C=1-NG Fireplaces: Existing c New Existing wood/coal stove: ❑Yes llo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size Barn: ❑ existing ❑ new size_ � zy Attached garage: ❑ existing QYFiew size _Shed: ❑ existing ❑ new size Other: Zoning Board of Appeals A horization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review # / Current Use 4l/k�r?_ ,o f 1 Proposed Use 6r�l b f4. 5474fa,y ; APPLICANT INFORMATION (BUILDER OR HOMEOWNER) \-" Name—F• 14.4 --gnkm, Telephone Number • Z-o-6296-- cAddress leo —gor, \J ,License # CS°-O0e,4T W ,i, rfle�t 044- C24 69i Home Improvement Contractor# 13509 7 Email 6AZ� Vti-b d 46_• Coy Worker's Compensation # IV J J7o2_j t ALL CONSTRUCTION DEBRISII RESULTING FROM THIS PROJECT WILL BE TAKEN TO wf 1J` a- n 644117h LP SIGNATURE DATE l•1_m 6 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE • OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING • DATE CLOSED OUT ASSOCIATION PLAN NO. �t Town of Barnstable rags)/' ';'., �' Building Department - 200 Main Street ASTABLE. * Hyannis, MA 02601 9�Ar 63��' (508) 862-4038 Fo mid Certificate of Occupancy Application Number: 201500517 CO Number: 20150252 Parcel ID: 352018 CO Issue Date: 12124115 Location: 189 HARBOR POINT ROAD Zoning Classification: RESIDENCE F-1 DISTRICT Proposed Use: SINGLE FAMILY HOME Village: BARNSTABLE Gen Contractor: PRCHLIK,RICHARD ANDREW Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: I, / p 1, Buil, " g 'epartment Signature Date Signed TOWN OF BAPNSTABLE ■ ■ C Tti Building te „,, 96 201500517 • STABL ,, * Issue Date: 02/12/15 Permit t AS . '°-'!if639• s♦� Applicant: PRCHLIK,RICHARD ANDREWPermit Number: B 20150301 MA'I� ^' Proposed Use: SINGLE FAMILY HOME Expiration Date: 08/12/15 vl, Location 189 HARBOR POINT ROAD Zoning District RF-1 Permit Type: RESIDENTIAL ADDITION/ALTERATI 7- ) Map Parcel 352018 • Permit Fee$ 2,040.00 Contractor PRCHLIK,RICHARD ANDREW Village BARNSTABLE App Fee$ 50.00 License Num 80591 Est Construction Cost$ 400,000 ' • Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND • RENOVATE EXISTING HOME TO INCLUDE NEW TWO CAR ATTACHED1I1tu MUST BE KEPT POSTED UNTIL FINAL E AND MASTER SUITE ABOVE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: BRAMAN,DANIEL E • BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: BOX 361 INSPECTION HAS BEEN MADE. CUMMAQUID,MA 02637 ` Application Entered by: PF Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR P MANENTLY.-'ENCROACHMENTS ON PUBLI OPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC WERE MAY BE , OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS THE ISSUANCE OF.THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUB VISION `.,. eb RESTRICTIONS.. : MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK f - ' I.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. .7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). ' , ! „ _: � " ' S - -3 ... p ."' '.7! .c E P . x€ � is T R. ° FOSTTHIS CRD S ' THAT ISVISIBLEFROMTHPSTREET , �V,„t, , .., .x» A^' ,, A z „3'".° . , ...y..ps ,,r.i 3:. v#. :„ „ .v.a:,, .1. ,;,, w of` F.r,,,,';lv . kY :'- •1 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL It,,,.7,,„INSPECTION APPROVALS 1 1 I`P Dk —474 S ,�� 1 ,,,,,,,/„.._ .6_/,/,, ,,, ze,e) ---(}-ie d)e,.6,-pi( 2.,_,(__.--, 2 "--w 2 Fie w-3v''l� 2 .//)7 /8 ......AS) 1-rk- lam;e deF ' 1 Heating Inspection Ap royals Engineering Dept - 1 /( °--/r g4. 04, ,g '6- -," P Fire Dept Z 3 2 F Jr j'C)" 3O-1 s Board oft; h 1akf°7/1 *flak 4 � 1)--t(l —(S (S— 0 c°I L(f3 TL The Commonwealth of Massachusetts Department of Fire Services-Office of the State Fire Marshal P.O.Box 1025, State Road,Stowe MA 01775 Certificate of Compliance FP-7C(Rev.1/06) M. G. L Chapter 148, Sections 26E, 26F, 26F 1/2 (City or Town) Barnstable Fire District Date: 12/16/2015 This Certified that the Property located at, 189 Harbor Point Cummaquid M 02637-0361 has been equipped with approved smoke detectors and carbon monoxid alarms and was found to be in compliance with Massachusetts General Law Chapter 148 section 26E,26F,26F 1/2 & CMR 31,et seq. Inspection/Testing completed:. 12/22/2015 By Peter J Burke Inspector Signature Fee paid: $25.00 Head of Fire Department Francis M. Pulsifer,Fire Chief (Sellers Copy) The Commonwealth of Massachusetts Departmen t of Fire Services - Office of the State Fire Marshal P.O. Box 1025, State Road, Stow, MA 01775 PERMIT City or Town: Cummaquid Date: 12/16/2015 In accordance with the provisions of Chapter 148 MGL as C.82S.40MGL provided in Section 10A this permit is granted to: DIG SAFE NUMBER Name: Prchlik, Andrew Start Date / 1 Address: 189 Harbor Point RD /Cummaquid, MA 02637-0361 for permission to: Install FA equipment • Restrictions: at: 189 Harbor Point RD /Cummaquid, MA 02637-0361 Fee Paid $ 25.00 This permit will expire on: 02/22/2016 Fire Chief THIS PERMIT MUST BE CONSPICUOUSLY POSTED UPON THE PREMISES Application &I:er to Install Fire Alarm System To: Head of the Fire Department Application is hereby made in accordance with the provisions of Chapter 48, and regulations made under authority thereof to install for the person or persons and at the location named herein, certain equipment for a fire alarm system. This application is made with full knowledge of the current requirements of the regulations governing such installaon)which will be made in compliance therewith. The installation of said system shall conform to plans presented for reviewiuy thei`ic'`-) Fire Department having jurisdiction. I :47 >t,•N /. . Permit No. zo i 70 c:, 1 7 PROPERTY INFORMATION Property Address: Map: .3 5 2 Parcel: Ste Fire District: 'arnstable ❑ COMM ❑ Cotuit ❑ Hyannis ❑ West Barnstable Use Group: Name: „A ,, 1,, e ii Qp' L,, I i Mc ,1,,,.1 PT L L C. _ Q Owner [,] Builder Address: ! ri `111.1,,4 (►T 0 . Phone: sC�_ APo - �,3 y re FIRE ALARM INFORMATION Check One: ® New System ❑ Repair/Update to Existing System ❑ Required Upgrade to Current Code Manufacturer Make/Model: e Q Battery U uo Volt ❑ FACP ti Type(s) to be,installed: 0 Photoelectric ? [ Photoelectric/CO Combo ❑ CO Detectors Quantity to be installed: 3 Basement 3 lst Floor 5- 2nd Floor _3rd Floor _Other Initiation Devices: Heats Pull Stations Duct Smoke(s) CO Detection -4 s Activation Devices: Horn Strobes Magnetic Release Elevator Recall Other INSTALLER INFORMATION Installer Name: ( .c\,a ., c 4 1 - MailingAddress: 1 Go..e5 (-).-) v1---) . City,State and Zip Code: yv, V,(-) ) LA", A 0 L G Li 9 Phone: Sol--.a,01 a, . -1 v Certification#: 3 c..,3 0 S L- ❑ Class A ['Class B ❑Class C ❑Class D Expires: 7/3>//G ti Inspection Contact Name and Phone(s): i\ 5G t_, 1 S L% - t- 1 0 OFFICE USE ONLY Application Date: Taken by: Permit/Applic. Rec'd: #Plans Rec'd: L. Plans reviewed by: ��yyt��,�� ✓� Date: ®��f d��6 [Approved ❑ Incomplete pa:w�`b -le-eal I4/ 64 RAG 4 I Comments: 5 /1J5/I/J l 7? .�ra�c.,�' 1✓�T.�1T�r�S .�'�.� i-i F ar`.rtf sr.r!'I,Zg �vo ,sg ,a �Cc✓ �j�D t=��tC .:g4,7nag) I have inspect"eat't°l'ie"atMeirdtallaffonilicar rin it to a#JN /a Irtr'i'aW r'orvidgiha&`t4ile�ifff tftnation for the above in accordance with the information and plans provided application and will install this'system in accordance with with this application. applicable la s and regulations. Fc-- e-72,, id/4///S- FIRE DEPAR ENT DA E INSTALLER DATE SEE REVERSE SIDE FOR INSTALLATION/INSPECTION CHECKLIST WHITE-FD ORIGINAL YELLOW-FD PERMIT PINK-INSTALLER FIRE ALARM INSTALLATION & INSPECTION CHECKLIST Note: All installations shall conform with 78o CMR 8th Edition (MA State Amendments), 2009 IRC R314'& R315 and maintained in accordance with R314 &R 315, manufacturers instructions and listing criteria and otherwise shall be installed and maintained in accordance with Chapter u of NFPA 72 2007 and 527 CMR 12.00. This checklist is based on typical installations onl, If and when unusual or special installation circumstances are presented, consult the fire department. ❑ All smoke alarms shall be photoelectric type ❑ Upgrade: Entire building has been upgraded to listed in accordance 'th UL217 or UL268. ((R314.1 IRC current code with addition or creation of one or more and MA Amendments) sleeping roo s:, or if dwelling undergoes complete reconstruction'. (AJ1o2.3 MA Amendments) ❑ In no cases shall R ore than 18 initiating devices / be interconnected (of whi,‘_ 12 can be smoke alarms) ❑ D_ectors mounted on walls shall be no more where the interconnecting i not supervised. (11.8.2.2(2) than 12" at no less than 4"from ceiling or adjoining wall. NFPA 72) (n.8.3.4 r1FPA 72) ❑ AC primary(main) power all be supplied either ❑ 'Detectors mounted on a ceiling shall not be from a dedicated branch circuit H. the un-switched closc than 4" from wall. Recommended: mount portion of a branch circuit also us.. for power and detectors 2-3 feet from wall. (n.8.3.1 NFPA 72) lighting. (11.6.3(4)NFPA 72) V/ Detectors not closer than three (3) feet from ❑ The secondary power source shall `6e supervised ,addle fans, supply vent for HVAC units, and bathroom and shall cause a distinctive audible or vis`.le trouble doors,measured horizontally. (11.8.3.5(5)(6)(7)NFPA 72) signal upon removal or disconnection of a b. tery or a low battery condition. 61.6.4(1)NFPA 72) ❑ Fuse panel clearly marked to determine compliance with(n.6.3(4)NFPA 72) El Activation: Activiation of one detector caus the alarm in all required smoke detectors in the unit/dwe" g ❑ Detectors shall not be located in "dead air" to sound. (R314.3 IRC) 1 spaces, shall be mounted on slope of peaked ceilings within three (3) feet of highest point, not on sidewall. If ❑ Si nal intensi : Re uired alarm soundin devla.s ceilingat peak is flat detector shall be mounted on this g tY q g shall be 7 dBA atpillow level. (11. .6 NFPA72) / surface. 11.8. . NFPA72) 3 ( 33 CI Required Locations (R314.3 IRC and /MA ❑ Heat detectors required in attached garages or Amendments) t ternal garage and interconnected with household fire 1. In each sleeping room ! ping system. (R314.5 MA Amendments) 2. Outside each separate sleeping are., in the immediate vicinity of the bedrooms. (Within ❑ Installation of listed 120 volt or low voltage 21' of any door to a sleeping r.x.m, the carbon, onoxide detectors. (R315 IRC, MA Amendments, distance measured along a path •f travel. and 527 -,, R 31.oo) (n.5.1.1(2)NFPA 72) 1. On each story of a dwelling unit including 3. On each additional story of • dwelling, 'easements and cellars. including basements, and habits w le attics but 2. •1 levels with bedrooms, carbon monoxide not including crawl spaces and o ninhabitable al. s shall be placed outside bedrooms attics. In dwelling or dwell; g units with with'' ten(io) feet of bedroom doors. split levels and without an i 0 ervening door 3. All al. sounding appliances shall have a between the adjacent level , a smoke alarm minimu 1 rating of 75 dBA at pillow height. installed on the upper levi shall suffice for 4. Interconn: tion is required. the adjacent lower level airovided that the lower level is less than t e full story below ❑ Additional Requirements: House number to be the upper level. posted in accordance with Town of Barnstable 4. Near the base of all s s irs where such stairs Regulations: lead to another occu.:,-d floor. 1. Arabic numbers,contrasting color. 5. For each 1200 sq.ft. 4 f area or part thereof. 2. House number visible from the street. 3. If numbers are not visible from the street, ❑ Maintenance: Maint . ance of household fire they must be posted at driveway entrance or alarm systems shall be conducted according to as needed. manufacturer's published instructions. (1.8.1.4 NFPA 72) Barnstable C.O.M.M. Cotuit Hyannis West Barnstable 508-362-3312 Phone 508-79o-2375 Phone 508-428-2210 Phone 508-775-1300 Phone 508-362-3241 Phone 508-362-8444 Fax 508-79o-2385 Fax 508-428-0202 Fax 508-778-6448 Fax 508-362-3683 Fax PROJECT5�-kS � NAME: pia.vx > -( (��vy�c c- e' � r z c- ( . I ADDRESS: 104 t r6. Path PERMIT# arm ., 2 jr-I �l PERMIT DATE: I z 1 1 S M/P: 3 �a - o ) LARGE ROLLED PLANS ARE IN: BOX I `� SLOT Data entered in MAPS program on: Z I eh BY: q/wpfiles/forms/archive r&IKE ro, Town of Barnstable 96 Regulatory Services is Richard V.Scali,Director 1639. \� y� prfb mg a Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 • www.town.b arnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 1, -- i p „y 1-1u- ,as Owner of the subject property hereby authorize. f l'Ai `R' '3C L-t-,i,J.(o to act on my behalf, in all matters relative to work authorized by this building permit application for: (Ad&e-s of Job) ''Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted Signature of Owner Signature of Applicant ' - ' ' . "-- 7.. r.E.‘A/"---Vr -C-4-(---i.10.-- --F-A41 --'-"-A7-1() ' ILl Print Name Print Name (. - 1 Date Q:FORMS:OWNERPERMISSIONPOOIS Town of Barnstable Regulatory Services 001-tE roil, Richard V.Scali,Director 417i. o Building Division BnRNSTABLE Tom Perry,Building Commissioner 1:, .639- , 200 Main Street, Hyannis,MA 02601 www.town.barnstabIe.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village I "HOMEOWNER • name home phone# work phone 7 CURRENT MAILING ADDRESS: —— — — — — — city/ wn -- -- — state — — — — zip ode —— — The current exemption for"homeowners'was extended to include owner-yccupied dwellings of six units or less and to allow homeowners to engage an individual for h- e who does not possess a lice, e,provided that the owner acts as supervisor. 'DEFINITION OF HO, I OWNER , -• Person(s)who owns a parcel of land on whi h he/she resides or intent, to reside, on which there is,or is intended to be,a one or two- family dwelling,attached or detached struc es accessory to such :e and/or farm structures. A person who constructs more than one home in a two-year period shall not be consi•-red a homeowner. Inch"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsiP e for all such work perfoimed under the building peia.uit. (Section 109.1.1) The undersigned"homeowner'assumes responsib '.;ty for ompliance with the State Building Code and other applicable codes, bylaws,rules and regulations_ The undersigned"homeowner"certifies that he/she deistan... e To.. i of Barnstable Building Depadauent minimum inspection procedures and requirements and that he/she will mply with said .r-oc-i •es andrequirements. Signature of Homeowner • Approval of Building Official _Note: Three-family dwe ' 'containing 35,000 cubic feet or larger will be req a -d to comply with the State Building Code Section 127.0 Construction Contro. HOMEOWNER'S EXEMPTION The Code states that "Any homeowner performing work for which a building perm is required shall be exempt from the provisions of thisyction(Section 109_1.1-Licensing of construction Supervisors); pro.i ded that if the homeowner engages a person(s)for h- e to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the respons,•ilities of a supervisor (see Appendix Q,Rules &Regulations for Licensing Construction Supervisors,Section 2.1S), This.Lac' of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons_ In this case;o, r Board cannot proceed against the unlicensedperson as it would with a Iicensed Supervisor_ The homeowner acting Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities, many communites requi Ee,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor-. On the Iast page . of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certilication for use in your community: Q:\WP FILFSWORMS\building permit forms\EXPRESS_do C • Revised 061313 JOB M•Ae 1245S/t\- 3 C6C_. 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SHEET Y NO. / L� OF ` + L 14-Ni TAYLOR DESIGN L L C CALCULATED BY L7r DATE �'IT" r. get ,` - [� _ �� CHECKED BY DATE A g t l�.w.A. �1voT AZic V '�0+f.745� SCALE "Se roC7 C "t*..� _ ......_. 0 a�=n.rc -r 0 I en y�y ,. 1 l -X t .lr� t vc. 5 4,0 =-'b(w7 5"01__r°c-li. cam' 41360 , .1,NGit Z . tC_. .... ': 34 3 - 4 3Ak.._1. . Li/L. ..___. c. -__..3.(aoe..t 8-7 5--(4st-?mot)..77se• 71 `44o 5/44c449 = Z 4-5 z 10 s1 . . . 17.-L4,10,4-- •(4.0)+ ce) , 3.0 • Soy— 1 ..c c-A-c .,:__.. -t`'cv Tta1 Gi '3 _ _' 9c 1 >(- = 24c4F.C9 ./ r • JOB e-1,k T K..CT• S� SHEET NO. 7 OF •■� TAYLOR DESIGN ^� �l CALCULATED BY `,t T DATE t `7 g� .{ � 1 D ^� CHECKED BY DATE �. ®9C f""' 44 I tp.?T LV.� 1•b4,4 ✓•T►•�'L SCALE ,..".a.J�.......�.... lam-ice...... t?.a__.h4 Abot fL.. Z.._ , PariF • Pc-t f Zz-.8,6,z14-) 4‘z.2.7 7P(4. tzt,(57-41) it z 4% . Dea-o .c- .e3 ............ ....... ..._..._ tpc,l .. lzr-6.2, 1✓ s-......$ t %Ccip fvJ... r. 3.5..7 2 .. ...._.... Ft, . G 24•C.t_z� 74S_8 . CJer -ctNaNC) ck eS ($76-c-F)6,46-4.ic Gnaw� 0 'CSpst� �I .. ^ 4.8. 0 ti/ '[ 1 77 C*� ... 3o cc-.m.v et.'_....P rCT roo 'F"No vs 4.15 14 (ato Pcr � 4.3- z 5344tt 1L 1-9 dp .. (4 _ZzT -. tt: CF1 h1` m m (:"PL.,03 f•oto PRODUCT 203-1(sinple sheets)205-1(PaAUeo A U LJ LJ U L_.l Li r,...-,-is�l l,''.v..w r4rL .q,..i' t.: .",3?..t x 'F Y r :Tdr e`° V !TE Semi-Custom Garage Doors ,. , g RCo ... 11 sliIsm C . Wita rLi 9 LI 4-1 . n T E,r- .,v . r7rin ,ie .it a*I_N : _1 IF p0 0� L pa • [[jr FL-1- [[fl [[[L 000 000 OMB MOO `I`ll''-'6]]l,ll� ' ' E P I--.1 ,;V, '• s C lu til,Cl a 13 Syr. :' x l".- .:c, .1,,i+9,t a';.-----'1. r i.4 t w.�. 2 I . .cLC.:()I._ �1.1'+C9l. :,A•17111c2 s 1.,.11 t1 ,l ' ° ' ,'Cl'..• ct!�1C1 Cl"` Reepcsed Panel. Recessed Panel Raised Panel Raised Panel Materials: Western Hemlock .Meranti, Ex- Standard window configurations: Factory Finish:Palm.sanded using 120 grit terror Grade plywood,Extira Treated Panel; Single car.6 or 8 lites in single row 12 or 16 pad for soft Roods,80 grit for hard woods: Sapele,or Western Red Cedar hies in double row Windows:True:divrdc d,stopped. Paint grade:Factory primed inposition, Double car 12 or 16.hi:es in single row;'24 . Stain grade.No factory finish applied;must 1/8"clear DSB glass standard: or 32 lites double row .. '. be sanded to 120 or 150 grit prior to appliea= Options:Insulated,tempered;rain or other Options:Any configuration. • tion of stain. • premium glass. • Door heights: 7'and 8'standard.Odd sizes Wood garage doors must be protected from •Interior skin:1/4"exterior grade plywood,one availa•ble. rnoisixrre until finished and must be top- P side clear. Section heights: .erly finished on all sides, edges prior to in- • Arch Top:Radius varies by door width: 7'doors,3 sections: stallation. Doors must.be finished with 20 8'+16'widths:11'10 4".9'+18'widths:15? •Top:29";Bottom:29";Intermediate:26" days of delivery from the factor}:' . 61" 10'widths:19'1". •::•V 8'doors,4`sections: Windows cut to true radius. Custom radius - eMp:T3l/2";Bottom:25W';Intennediates(2):W1/2„ can be accommodated for any size door. r ��1C �i� C1 ' :fgrZil it � _ r r e1 ':;r y A ,}a+.' tiS r-,4te a 4 yd,,a ! yi 11 1 j Stiles,Rails: 13/8"kiln dried Western Hem- Stiles,Rails:13/8"kIln dried Western Hem- Stiles,Rails:13/8"kiln dried Western Hem- lock;paint grade models finger jointed,stain lock;paint grade models finger jointed.stain lock;paint grade models frnger:Jointed,stain grade models clear. grade models clear.• grade models clear. ' Options: 1 3/8" kiln dried clear Meranti, Options: 1 3/8" kiln dried clear Meranti, •Sapele,or Western Red Cedar. Options: 1 3/8"• kiln dried clear Meranti, . P Sapele,or Western Red Cedar. Sapele,or Western Red Cedar. Dimensions: Dimensions: •. Dimensions: . .. . Top rail::4 7/8".. .. Top rail:4 7/8 Top rail:'4 7/8" . . . Intermediate rails(pair):3 3/4" Intermediate rails(pair):3 3/4" Intermediate rails(pair):3 3/4" ' Bottom rail:4 7/8". Bottom rail:.4 7/8" . .. . . . .Bottom rail:4 7/8" : End stiles:4 7/8" :• • End stiles:.4 7/8" End stiles:4 7/8" Mullions•None': Mullions:None Mullions:None Center stiles(double):-9 3/4" Center stiles(double):9 3/4" : Center stiles'(double)::9 3/4" Panels Paint grade models;1/2"E&tira Treated Panels: Paint grade models:.%" Exterior. Panels:Paint grade'models:1/4"Exterior grade Panel,4"V Grooves grade plywood, plywood, Options: 1F" Extira Treated Panel, Options.Custom dimensioned.V-Grooves . Options 1/2' Extlm Tr atetlPanel,with orwith- with or without custom clirrrensioned V out custom dimensioned V-Grooves Grooves • 1 " _ gradeplywood Stain grade models:1/4"Exterior grade Stain grade models $/�"kiln dried clear Western Stain grade models: /a Exterior plywood Hemlock,4 Tongue&Groove Options*: a/n." kiln. dried clear Western Red Options 3/4" kiln dried clear Western'Red Options::8/�" kiln dried clear.Western Red Cedar Melainti,or Sapele.,4"Tongue&Groove Cedar,Meiauiti,or Sapele,4"Tongue&Groove. Cedar Meranti,or Sapele,4"Tongue&Groove Overlay: 9/16" thick, •4.7/8" wide, dear Overlay: Paint grade;-.9/16" thick, 4 7/8" Western Hemlock; wide,dear Western Hemlock Stain grade:9/1.6"thick, 4 7/8"wide, clear Western Hemlock : Options: Same dimensioned Western Red : Options: Same dimensioned Western Red 1 •- . Cedar,Ced Meranti,or.Sapele Cedar,Meranti,or Sapele Insulation:None ... Insulation 3/8"Polystyrene on doois.with Va" Insulation::3/8" Polystyrene for::1/a". panel panels. tXP1 • ROVED _ DEC 1 0Z014 Town of Barnstable ' ' : • Old King's Highway • Committee • • • • ... . Y rs wx' y s r'11.2">.,7 7 "'t'R 5..44,q,'f '... .. r'tA4 - ... ... i:' +�`f µ 'a#' y,, +;' g 3 X + ' i * pisvR Si� x'. ry aka ... ... ... lt..' '. 'r:: �".rr ,. " . a .: • f. l. '.' ♦# 4'1 Y '' „'�*t�`'yX.. u r`"'piC1 1 yn 3.. ,/v }t*,, iP' 4 .. • , ry } `Si 3 -4k,43, trifiti,,, . . .:. + Ale � e� * 4 �� • t #" i . fk41" a -o x9 > . : .•:: :. ':- . . 1, " , ,. :,.....,„. .4r, ,..t. ,, ,,,,,,t0,,--,.!,,r,,,t,„ •,...L.. .4'.i. ....,.4.,rriA,,,.,.. ', -1, , 4,,,...s.,,, . • • • • • DEC 1 0 2014 Town e Old KingofBarnstabl's Highway Committee 6z..-.F7-$,-c-- -----Vi .\191\ L. 6.(-01? - • - . ,. : .• • sw v . if • • • • • • 3 3 cif - .. Ix. • e' tt t ,,,,* .. phi :. , h • }! �jFry 333 • -r, ,ifr ,,,,-... ' .4.T"'- ' ' ''': a. • .. '�` '1.• 1�.ii �"", #• �,. �t a .. . ., ,,,,,,,Iii,44/1"/ • 111,41/,,;1]..'. ., .. ..,. . ';'.;‘ ,. 4k-r --\:,,,,, , . Atop f #s 4dYf ei i ':. # ;' ROVED I. • • • DEC 1 0 2074 • Town of Barnstable Old King's Highway • Committee • II, Need an Estimate?. 1 Find a Pro R i T ose Max Def Pewteirwood 4 ...__! � t `,T � �s.u`�. 'f� x�.cl`'�. ,;�h � �'�"�•v�� w�" w. ,��4 �� b �z `f � «,, � �,��w w��(1sii. � _ ,�y "( A',..• •?r•9C r t v.e t't ,r. � � '^a • .t" ,i .,,c -,*.NV� �z iri•,. a s":vy'::a.:. ,,•'t"<7 s.e..L-+r i�::ew��. {'` k -' ;. ' i00. ^ `ems... tty ;.n.,.- t •t t,.". a •k.. ‘,,..-,•....,',-v. . ;A• .4( $ r �t "V1.* .4 t ✓fig;'tq .' 1/4 3 l =y'yam+' 4- s 00L-0,.t t _. �. The rmaga •% r 6'"" , >' c y v " „ 4 .. , . should g �;4,, • , .w '' 4,1. . 1F 'M 3„ 4c, � "+ }7 #0'� „ r a * shocater bli ;`�f'' `3 . $r' „ .-5 ', *trio . ' w*P, �.' ` .,7`41,04- ' "rrt' t S , 1 replicate p e ram._ri i'+gym, ,'+r :,.r....�K "t -1 'wb a.1. r `''' .� .�'f•1.,`L t' rr"' c+. ' S`+ k ..''' , ." actual pro) <,t x t • iip*. r a ' ' w"y " ! .,* a"� rs,. + ., ,. 1. f-s• + , < t . ate- 1 • . ssd' ;Y� • , � �..fif''''f ..' �N s • t .. "t + ',_, t 't, , I% � 6 ' , •s„-• '#--om-4.Y4- t '. .t w''5. . -, a S: ,.,z, ;r ji F ` ``}.�: 4 + x +' �, ,. * D'-3.,Y'��I`. K:t 'Y 'tw.;r{�T e., ��+L� �'' I,. ,�*',�Q,'�''.''� ��i ' sue- a .,.. ,;k1: ,�,-,, 4d' -.4 ti '� �3"j '„ Yi-- ".. # -1'; Lan ,, •4, .� , s` 'w` r {a ° ° �`' )t"Y a:, " : .,y� ,.t.,��Y''74�4 pVzr".- .. 3�.='�'�'r~,15 L`,, 6 y'F - yt-i r.,, eys' dun `4 ,a'�+!!"_w}:0 `..k Or$.:K.74"�ri 4i.11<. �.... `:k ' t4;4 'r 4' �' .r" �`� e Wh home fhou 0generations.e Landmark Premium,you make the decision that e" n y 4 assures the beauty,durability and security of -r - your Landmark Premium is engineered to outperform ordinary roofing in every category,keeping you comfortable, your home protected,and your peace-of-mind intact for years to come with a transferable warranty that's a leader • in the industry. With Max Def colors,a new dimension is added to shingles with a richer mixture of surface granules. You get a brighter,more vibrant,more dramatic appearance and depth of color. And the natural beauty of your roof shines through. APPROVED DEC 1 02014 • Tow of Barnstable Old King's Highway Committee • • • • - -.. -- - ..• _,n.__.. _ - - .. �... .� • APp :: . DEC 10 2014 Town of Barnstable Old King's Highway Committee _ . . ,. 4: • '1:7,1,-;"'',.S.'-',i,'.,.i'' ::'''''''5' :',.',.''.!...;I: .''''-' 02 x +� .„,.... /R y• .,40‘111,1 u ,Sty F r !;44 .. ...k . P" K ,44n' � g •Ise• 4fi it- A ¢ + " S resat /k'M s "t.4.. )1,::: .. . _4,-. - ..,...,,.... .- , .. ' '..., •,4 . -If(', '." - , : ....s.: .,„ , *-,i4,,,,,:a„,,,::: .''F.:-,.. , :,0°:,,,,,.,,,,,,,' ., . , ,.._.„‘ „,... C :, t4.'"' '-,' tri tl I F T tNp F'ibe- rry, '," N e±'• q t>y fff r }. fit. „,f a �: } 4,?_ SO F c r �,,,+y ,t�v� d is may,,. ,..,,,,,,,,,7: ,,.... .11 , ti;) fit ��. 'it: ,� , '' .1/4. .., ,. .. • 'N. e_ . { • 7s icy 7 j Y �� f� Vow '�l „ 1 ... .. .. .... .. ir1 +mstww.� p "� t� j , r • E 1p4PEIR1144X1,„ ..ir, ,,... N fR yit t ¢ fr y 4 I Search). r --"' collections materials technical information gallery custom doors contact us 4 families our species our advantages photos our creation call or write Sidelights & Transoms _ aa[[ 77 gg �_ 11';� i 7 µ{w, i i .., 1 b a 7 i 1 ,ly 3 Y C,. 5 t iree ,,; q I �v Rw _'e•+. .g woodwoodo species rv`... -° r fi: isy:T, Are you looking to add more light to your living space or are you trying to make the torrrefied wood a' entrance to your home more grand?Whatever your needs Lemieux can help y ou ach ieve your .`�" rritm din e1 goal bychoosingt panels 9 from our selection of J '� sidelights1 B,: and transoms.Theywill brighten any room,bathing it in natural light.It is a LVL tcunotogy _4-, -4 refreshing accent that will bring your home to "� life. R f glass selection Sidelights examples - k Ir ill 5 '. 3•��tfpF� titI.v • I III ,Pt I I APPROVED i = �W r DEC 1 02014 1 s i ; Town of Barnstable Old King's Highway Committee .- / See all Sidelights & Transoms models Sidelights • ' ' ' - ' , . , • -..• ' r . . ..., •• -•• . . ',, ,. ., . . ; :,. . ' '. ' I f • ' .• • , . . , , , ,....„ , , .. • . • •. ' . ... • •.., • . .. • • - 1 ' • ' ' ' ' ' . f , • ,...,,, ,,,,,,ril 1 ! ; ! i 1‘ i i "I ,, :i ,I. ,: i 1 1 i I ,t 41 i ••:• . 1 . , ; i . . i 1 / r.,,I ,,,,,,4 l I I : I I ", i li 4ValltI4,04.4,, '' ! ' ' -• - ' ' Ii. " 11 ' l • 1. ; I. t •:. i ., , . ; : i , f , . . . • L . 1 1 i i f A 1 : , ...1 ! ' i , 1 i ; I .. .- tiil f. iI , ' iII I iI ; ' • ," t n ;-...-,...,-,....,...... ; • . . I i = ! 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'."--''''' '. .t'II-Z(.•,:?..:r.,...;ir.P.1,,1 I:A-. ,:,..',,,,,,."; ,,..•A.1,11. ..- , ,.0.'''',:„....:r:"...I.I!'.2,"5:.1. .Ie..,I-I, I':,...,,,I.,_.4 . , ., . .. — kiagi6 / collections materials technical information gallery custom doors contact us > French Odors> Le Chateau >wood selections >U./L.Core technology>Warranties photos our creation Coil or write >Artisan>Le Paiais> >Glass options >Finishing Toiicti>Fire-Rated Dor- o ..s • >Traditional>Sidelight.s&Transoms >Care&Finishing>Torrefied wood SUBSCRIBE TO CUR NEWSLETTER I enter your email here OK EN/FR CORPORATE CAREERS MED i A • CAKE • APPROVED DEC 1 020'14 - !. .,n of Barnstable Ol i< ,:fs Highway . , . . , ' ' Wolfers Lighting Page 1 of 1 W®Ifers Lighting Phone: 617 254 0700 103 North Beacon Street Fax: 617 746 5544 Allston, MA 02134 Email: Website: internetsales@wolfers.corn www.wolferslighting.com 411 1Ma om, a : cr:1, Item #: 213328 I If} Width: 9.75 Height: 22.50 Extension: 11.75 Bulb Type: Candelabra a .V,rte ,,, fr Bulb Q y: 3 Wattage: 6O Roman Finish: Bronze Description: Ar.,ite Unit Price: $440.90 Collection: APPR• OVED DEC 1 0 2014 t Town of Barnstable w Old King's Highway Committee f ` qr Please be advised that all prices and information shown here are subject to verification by our showroom personnel. In the event of a discrepancy, we reserve the right to make any corrections necessary. Wolfers Lighting Page 1 of 1 Wolfers Lighting Phone: 617 254 0700 103 North Beacon Street Fax: 617 746 5544 Allston, MA 02134 Email: Website: internetsales@wolfers.com www.wolferslighting.com J,• 750 El ei O . Y Item #: 213315 ` Width: 12.00 Height: 24.00 —a.. Bulb Type: Candelabra Bulb Qty: 4 r : Wattage: 60 s1 I =f L`, Finish: Roman Bronze •>° 1 Description: Unit Price: $482.90 I Usually In Stock t g Collection: r _ APPROVED ,......."9, 1 !.I I M DEC 102094 I r. Town of Barnstable Old King's Highway '' Committee , i' i Ø1j 1 Please be advised that all prices and information shown here are subject to verification by our showroom personnel. In the event of a discrepancy,we reserve the right to make any corrections necessary. ji: Assessor's Office(1st floor) Map. f Parcel -/ OMermit#,. / 35/t Conservation Office(4th floor)(8:30-9:30/ 1:00-.2:00) R\ I A w 1 to, Date Issued —} — 9 6 Board of Health(3rd floor)(8:15 9:30/1:00-4:45)23 i 'd1: -✓ - Fee Po4,5-57 � Engineering Dept.(3rd'floor) House# / �C �Q ' 8 Y t37-2 -ecilla AT:61 E 6 C`' 'ALC® EAND TOWN OF BARNSTABLE . TOWN P.ECI .:IATPr:- Building Permit Application ` -I S/ Project Ste Address / SI a(bc tC v\- ' ' Village anc.N .S- l E'- �, Owner /i 1 2Y C 1aV 4 A. . Address I e I Ite r at = l, wt�1�-/// 4 L. +Telephone 3cc 3--- 4,(11. (o: - . p_ i / r :;-Permit Request P.e 1a02-Q)0( Tj1/43 J&Q 1�t/kevi � s.sQt1t-he a'k.�aI-, kear j c ais a Vl adrel( a d 6 �� _ i'�2. f[�VI ��sill i 3 Of- s-aa'rS ,' 1l-�1 � ad 11417 s4tC , ' ; : ; 0 - a -� `04, - II S'0%--L4Fki fAia I tit/ First Floor square feet R i kl r Second Floor square feet / Estimated Project Cost $ /3 00 0, Zoning District t Flood Plain Water Protection Lot Size 2, 3 A--e,K.L. Grandfathered ? Zoning Board of Appeals Authorization Recorded S r r Current Use , � I\'& k "7l (LLAcLNJc1 .( Proposed Use if Construction Type Ili&\A.. --- 4 1 Commercial Residential Dwelling Type: Single Family Two Family Multi-Family Age of Existing Structure Basement Type: Finished Historic House Unfinished Old King's Highway Number of Baths No. of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel Central Air Fireplaces Garage: Detached . Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information Name lQv\A an u K , Telephone Number (c K 0-yb— /i '/3 Address O .Ok. Qy 17 License# e S ( 7 r e ite a 1JS i (3 ato c_C- Home Improvement Contractor# ) & O C f Worker's Compensation# WC,C 0)g,'-@ F 0 G /S NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. . AL CONSTRUCTION DEBRIS REU TING FROM THIS PROJECT WILL BE TAKEN TO l o k Jl 6 ` , .c* _ \ SIGNATURE C,,' -,- DATE 3 /440. BUILDING PERMIT DENIED F R THE FOLL WING REASON(b) V ;I '` . - FOR OFFICIAL USE ONLY , I •• •; - 1ffi . PERMIT NO. ' ~DATE ISSUED . '� - • MAP/PARCEL NO. r 2 _ , i ° • ": • ' ADDRESS - ._ ; VILLAGE _i _j OWNER • • DATE OF INSPECTION: I ' FOUNDATION ` ' r , ' FRAME ; INSULATION t - _ • FIREPLACE ` F _ r _ • ' t '. i • t ELECTRICAL: ' ROUGH - ,'FINAL i + ,• y ' t 7 i i I - , PLUMBING: ROUGH FINAL 4 i GAS: - �+RO,UGH` FINAL { f • - , . .t - t FINAL BUILDINGS d : ` • • _ •' 0 X i , 1 _ DATE CLOSED OUP ). t- t i [ �'S' '' , ,,_, ` r � • ' ASSOCIATION PLAN Q'Si�R ; • t t { 63 U . JJ : °=` The Town of Barnstable SARWgrASIZII $ I Department of Health Safetyand Environmental Services N16459. �' ep BuiIding Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crosse. Fax: 508-775-3344 Building Comm1.«or For office use only • Permit no. • Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,.removal, demolition. or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other requirements. \c� � rai � (��tl�II Est. Cost Ig G00( Lr Type of Work: ��s-� Cr 3 Address of Work: I $( 1 c o V Pr:\ (La, Cu IWLWI V(i d Ow�nerName: A/1AJ w iS-aW a A Date of Permit Application: I hereby certify that: Registration is not required for the following reason(s): . Work occluded by law Job under SI,000 BuiIding not owner-ocerrpied Owner pulling own permit • Notice is hereby given that: • OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGia i tart) CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hcrcby apply for a permit as the agent of the owner: ' /i.) • " Ad(if, 7/tC) /0 0 0 V/ Date tractorC ' nameRegistration No. OR .. r>a,ner't name • T3 2/IAA/LA es%Oa rtC5 T ems'' -, u ,,,. . % .,.. (14- i . .___ Aer 3. 3- . . . 5/4xCa cA P 1 . .................... B 4ll 5 Lys .. iiiio• I Co"O.G. iIrLy.4- ccx.k.vsc3 J 5/4 7(� ��t` C G di " M >L\SA•wkoh ist cd.cte c' �y,,,,, ,,,,...,,,„ri 4-x C.c, ? a 45 c r :: 8ux 42., Sotubes M y,. o- to:,, 'NI - . • s4::6c.3T E-6 ELoe•M ►:r1Ot4 (Dec f&i JT& Q S )1qt0 3 5 f5 R i.$4,-)•.1 iZest oe.t. CC • l ecs, VkA. o12_Pat ta-r 1/5 C aMNt A. Qt.>kD i I . v Slq- xCoCocm.. $al1tsIcc5 GA°d.G. I 2A4r0.01 AS } _ rer..(5411A(.3II ler e,c5f4x.Cc cteckvA5 e>"X.4.2.1156 r c 4u beS 4 1 i! --r ( As ho.\� :1 uA 1.4' +ht . a f E.oi.sT 'FE, ,, '.tATln+.l leThc e- v n Repac_e eXis-- ✓ deck_ li �b L • V�Vs_ rV\2w fl-e-c. k.ki-e_ TV / Cee ', a_ ,okeOecC i--6 S avv.e.... (SR 411•.Q1561?, ec=414T CZ-A). C.u MMis..c?u tQ s' 54AG. cm, ' 2 -d coo..\.h c, k sl,b 12)CIA VS 1G cs 4.-Z......'w c.." 4, ``o:, ...G::� v,.o VSg, 1 i ,zSI4x4, ci..ecz.k.w es . . . .. sirvele3 --'':C7 - '' / k 2 xro J e c . ' Alc C. S urr4 M i t - la-O M a.y-1 g cc.V-. , 4-c c cltc lL d t�-c%vcs A"r ha. lT ez..------ -1 8)1 4 42:1 C con cx=..-k- -Ng c� S o r 0 to I .9 . Z-T,.e.$.1 Iv.u..00 ,K -lac v_. . 13Qsh.vAA.t.i r— ES tip/G 14G e- 1 Lei`t Apve.eo9_ 4"0i13-c 2,0 • .is, - -r7....d,4 6.60s-G.- 4 rc),EcV--. CCIM&iNcif?c,‘C-7 32' ,tS 4. ,o,8,, __.----10,pyr-- o. g,.--►ISM--/o'9•,-_b.0C I yxb 0 P°5j a - j . 1)6 ia J 4 O i a i+ tia-G3 r 4 ci /--o • 4 r • 0 a 3- 3-x13- sin,Nj Tx -r-e-a,1 - opeh r►sQ-r; rak.i� +t 1 %A a dec. r.) 44-k,ii<tJ, cStDE CE le) ct -4ittwQf70R... Po 04T 1. - C umis4k-Qt.) 4V '/L,'c l • • 4-0" ' 1 2x4 J B/4-AG, m .7-1.-/-_.:- _-_ i '''' , - 717-'11'1\11 - 11110'I . , CO f . � l , 4-4-Cc) o "'t'S 0 Cl A,-;),.) be S Q0 .-Tt-1 LE v ATE 0 tt •(f,.c2S j r • U1VI5IONPANOF LAND.'IN BARNSTABLE 7353 ' a N'eleon -bear8e• &: Richard Law, Surveyors S H EE T 'fir k, Nov.' , 1956 ' . v- ;,. �uara •s !i '• i• ..-_.t•P , . ' ... . , , 4. Lt. ./ s` 8� S, l5' ✓�,8. 50 $ 7., o * --fa O/�`f?02 •� i. • dti.:o ¢65. MN Q IN 58' S° 13 c OU �' °B/o s �� '±• c _ �� A N E 0o L I n �D,62O /-�Q— �;ay.-�. _ M F' - 409. J�Z Eleclrl c P�"' er -- •' .1f- v, :• I • , ,cp i',•:•• \� q•N LZ r 00 h •( y 6 h' °j Q;\ 1JJ � _' , -0- Sp c �� +� �. . • ` j • • , . p .� �� . �. r ' r 41 ,+ • co y/ 0 , .. l_,; .. // w _ _...__ ___ _ _...,,I Subdivision of part of Land °, Shown 'on plan 7353 (14- .•: —_ Filed with Cert . of Title No.' 408 ; Hegistry'. District .of Barnstable ,County.,'' ;...',' ' _ �� J • Separateo certifi•cates_ f title may e issued for land r — , shown hereon esi*-. 1vrs.- 297=_=r %' . 6 -- -• 1 1� • v /i' ;,__, _,-.,0 P - /ANU rgiAl h.iti tioN cleric( 4 ( / ,/4-1... ., Wfdle nFrhl, l,•tR 1 r,,,1` M .an 1n..r 1 1 °`I"Er° TOWN OF BARNSTABLE i RHSTOHLE, i 7 '°° "b �e/ BUILDING INSPECTOR D MPY/ p APPLICATION FOR PERMIT TO '` ... D I �'''�Z Um- TYPE OF CONSTRUCTION "Tdt-ik-`�.N.-`.: • + .Z46 ' 19? L 1, TO THE-INSPECTOR OF BUILDINGS: The undersigned'1 gned hereby applies for a permit according to the following informatiopi Location 1Ag0h. ( CJ1 rr 1 /Z(Py C . is.,... qti % 4 3a 473) /4r Proposed Use NkC �''1—L e. 1 i'L 1 -. �xo �� Zoning,'District Fire District Name of Owner 1 l�C kA''•S Address IA CZ`4". (Pv-L A6)`. Ck:4.! .vrre;, /c:114..,14- Name of Builder ..1Y.‘..V c "v t- 61. Address ' JC Y At --` P-4-j. /... Name o act ,. 1`,,`'` Address Number of Rooms a tki t?a Foundation6 �*,,.` -!'/` _ate..-.qs/ ��.._ i Exierior Y? Ce-4"'O'n1 '4 t'4--0,z.1`:'k' -- Roofing Floors ....1l:af!': L76t-1-1 �e, " a2A Interior ...,al`1, ` -re4 4(-t4f ,.,(; rcyA p r . Heating °�'� `/� 7,,,,.. 1 Plumbing / , t r`J , , .fi,t ,+ Co of ei Fireplace '"' Approximate Cost -, 7,'1 ' Definitive Plan Approved by Planning Board 19______ . Diagram of Lot and Building with Dimensions P e. / 6� SUBJECT TO APPROVAL OF BOARD OF HEALTH JA S ,TI7 E; PROPOSED METHOD OF PROVID1N6' I:0k I / Y SANITARY WATER SUPPLY, SEWAGE DISPOSAL AND DRA RAGE IS I-I -' 7-,BY APPRO r-O f / 014 0 f p /lam7.1 j I .,........_, ' -4't II TOWN OF'. DARN(ST'A3:::E, 1 1..— D. AR,D OF HEALTH . _______..2„...„.,i..."6:74-7 ... -1„..,9:.._., --- - cje._-1 . A L10ENSl~13 INSTALLER MU g PERMIT, AND INSTALL SYSTEM; i r I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarailbigzt .he above construction. // Y.-. Name )44.(61:A(.3 "lie .-��."�5 VAN DUZER, KENNETH No 15,508 Permit for one *t.5:?X'Y Single family resi,denn lc?, Location Lot 32 Haxtmr..p.ain.t, C:604.0903 Mir /CU 0.400V do .Na.s.a. Owner Kniclo.th. .ya.n .nuz.Eir Type of Construction —.frame. Plot Lot 32. 1 • Permit Granted September 22 19 72 AJ6 Date of Inspection ./o .474 -swbie, 7tichatsouvikti Date Completed / 19 ,/,/ /Y, PERMIT REFUSED 19 • Approved 19 - • • f•.: . �) • �'� �1[Ep OF `nl Q!^ a www I x6 TiG BROS-BUILT OUT FLUSH WI RAKE , J TOW BARNSTABLE sCUSTOM WOOD BRACKETS BELOW • L.) ?!I r y 7 111111�666VVV , —_- -_--------___ Z ------ ,� � Y i> L -) -------------------5 C C N ASPHALT TIMBERLINE or EQUAL dill (� ARCHITECTS GRADE SHINGLES Y _ TO SELECTED COLOR(iYP.) proposed dormer plate ht. _ I2 Ixb/Ix4 RAKE DIVISION' " IxlO/Ix4 RAKE _ 12 ill C r■�_ 1 48+ OVER IOx4T FRIEZE BD. ■ , ■r■ I Milli r _,� �Yrr� BUILT dormer plt.ht. �r �11wr = ter■ ALUMINUM SEAMLESS GUTERD err ® �T1 IT1 E, o FASCIA• lea:. TN14a6 IBa.. r r ' „� _ e•SOFflT OVER 1 �{ IIII III-I-II N I68 FRIEZE BD.W/BED MLDG. ________________-__________-_______________________________________________ yly� aae RWlea6 1� 2 EE ��"' V IxIO/Ix4 RAKE _ -_-_______-__________-___ BUILT OUTS' r0, proposed second floor ___- -________________________________________-_________-__________-_________ OVER Ix4 FRIEZE BD. t` N ■r rw . 2 0 rrrrr N711%. N existin0 ceiling ht. �/ ■ rlrr�■�rY�� 12 w II err rwr l 1 1 ,. ._. garage 2nd floor \ ll rieEjs_DETECTORS REVIEWED DOUBLE-HUNG WINDOWS n= .. _� _ _ W/Ix4 CASING*5/4x CAP �o I j1hi1 REVIEWED a SHUTTERS WHERE SHOWN -_ _ ®_ �-� WHITE CEDAR SHINGLES ��/✓L 2x RAIL(TOP 6 BOTTOM)BETWEEN- � - - ®5'IXPOSURE G.� \1 4x6 POSTS CASED IN Ixs I t BALUSTERS W/4•SPACE BMM. L J `_ o BARNSTABLE BUILDING EFT. DATE �I I L. , , . ,11111 existing first floor T4s-. 3rra Ir s I I 1110tla TWE446TO2aAs YYYr■ TERMINATE SHINGLE5 OVER y l lII1 11 II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yr1Y N 4'CROWN MLDG.ON I x6 � Y 1 1 1 T 1 1 1 I I I 1 1 J FIRE DEPARTMENT DATE •1x12 FRIEZE BD. ii4P /j Ix4 DECKING ON P.T.DECK FRAME H �•^pC=1MIM� r Y III IIII top_of fOUndellOn y^ t 1 x 10 SKIRT BOARD I / t N BOTH SIGNATURES ARE REQUIRED FOR PERMITING STOIJE RE AINITJG WAL S i " v PER SITE I W'_ d , O LTT �J, �_. �-1 I I Q 7 r o existing basement floor (--) C--1 C--) rI T ct m O Q l'i v i l7Z >N- proposed • FRONT(west) ELEVATION m 0 va =ro w 0 `TO0 8'-0"SHED 000RMER 1 x6 TtG BROD-DULY OUT FLUSH W/RAKE 4 CUSTOM WOOD BRACKETS BELOW ASPHALT TIMBERLINE or EQUAL ARCHITECTS GRADE SHINGLES --- TO SELECTED COLOR(M.) --- I111 0 I l -j proposed dormer plate ht. 1 I2 11 E7 C C C td td CI - �- II J1112/2- 11111 11 II-1 WHITE CEDAR SHINGLES 11�"I I r w I I 1 ®5'DlPOSURE _ J I 1 I 1 N 177 1 0 ill I I111 ��-AW MINUM SEAMLESS GUTERS TIMM) PA2a4] I I I I N. '-+ ON 8'fA5CIA t r ( I � •Iw -- 8'SOFFIT OVER Z f 1 1 1 I Ix8 FRIEZE BD.W/BED HILDG. aj • • proposed second floor ` J \ Y y existing ceiling ht. \ = I- co I11111 .. I111111 V C 2 I I II I ( . FRENCH DOORS t + .2 Z.w I m 11 I • ~ I 11 I IL DOUBLE-HUNG WINDOWS d in FNMsIsrr_ 1 I I I f'MI608t1 - TVM6661t' I I W/I44 CASING•5/4x CAP C �m b l rwlas Tvrz44e wools _ QL_I_ > I I INV.. TW2446 TWz448 _ I 1 F I. y y 2x HAND RAIL BEIWEEIJ >I1I 70.9 ♦a�•` C Z 4x4 POSTS CASED IN Ixs I I 1 I ► v(0) a• - I I - existing first floor o SUPPORTING HOTIZONTAL I 1 __ \ 9 C nO ,�/ WIRE SYSTEM(4'GAP MIN.) L 1 - 71 R L Q •\ J I _ r5: 9f ` /a :dir l OW — 11.1 III L— _ 1 7' :d f d d 4 CUSTOM SCREENS BTNN POSTS N Ix4 DECKING ON P.T.DECK FRAME - _ — - .,:,.,:1{ sa:/Y"'.�.. i.,.,.,I/; `:.'{ice:' t,W,.,:.:;:, n::Tn•;%e a •I x I O SKIRT BOARD J_ _ - :;:;<..:_:/,,:.._; ;.,; TN4a46 - - PAR446 1 1 - - L_ _ IWt446 1V 1 A.,:,,;.. ,.. ;f.: 'A ,.e.\: P.T.466 POSTS CASED IN I x 4r1aNSN MN b:f t;'`::2: ::/,y jex.r:.'••.. .a, DATE 01/27/2015 ?:kR^?> a:/.:.. %'Y"i';<:;<.I existing basement floor T''� I I I II�� I�1'''` }� �'Rf%i�%;i:irl::..,......' ,/.,:::>.�:..:::..':�.;;/:r:.r .:•:�.c.:yp..j e g __ \ I' I 1 1 1 I I I I I - 1 moo:s:?.I I .:...�;;;... I 5 SONOTUDes•_^I I I I I I II SCALE: AS NOTED -,+� 'BIG FOOT.FIG. r-I-I-11- 4- J--�__-T-!-1 �-I-----�-I-4--1 I I DRAWING it: )- L_I, _1 ,L1k )--L /--, 1 ) L /-L I I )-- proposed CUE_ L____C 1____ C 1__1_L_L) C__) (_11__i C__1 C__) IC 1J C__1 REAR(east)ELEVATION Al - 1/4"=1:_0" THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION/120 MPH WIND ZONE 1 • I x6 KM BRDS-BULIT OUT PLUS W/RAKE • L a CUSTOM WOOD BRACKETS BELOW GO'x60'CUSTOM WOOD CUPOLA ARCHITECTS GRADE SHINGLES ______________________________________________________ TO COLOR_____-______ ____-__________-___________-____-_____- �. '� i COLD II I1 _ , - proposed dormer plate ht. G O O �� rrrr�® AR3,9 _ wrrww� AWNING WINDOWS IN SHED DORMER BEYOND dormer Plt.ht. II t I I w��.� w�..�� I V -- -4 Miler- �� lownimumammiw�Yr.YY� III I(® N Ix10/Ix4 RAKE i ■p �� ! I 11111 II HE III 111111 �IIIIIIIIIIII�IIIIII� ��C ' ■y- BUILTDDTB• P IMMUNE riMMMI OVER Ix4 FRIEZE BD. r • AW MINUM SEAMLESS GUTERS N..w■ ON 8'FASCIA ON I_I ■M= ,,, �wrrALUMINUM SEAMLESS GUTERS -,-1- ® II.■rrr■ ON b'FASCIA — �1 e'SOFFIT OVER ■ram�■ �I Y■.w. t J I I IZi F Ix8 SOFFIT BD.w/Beo MLDG. M.� = I I L -I 1 I 1 proposed second floor 6..w�0011 I I I f 1 11 1 1 1 ,I I. I f I I \ O rY■w�wNrw .��w.�Yw- �i \ -- existing ceiling M. MEM I /Ai.\ -■� 8'SOFFIi OVER \ garage 2nd floor ■n n■ i ■. �. .. —.... ,,, � � I x8 FRIEZE BD.W/BED CLOG. \ Wn, .err ■_ :,.. . 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I f NI . ■ N a f x8 FRIEZE BD.WI BED MLDG. • w.—.■.�Nr.. -- ---- _. -_ _.�..._ ( ..—.�._ _ ■. A. ■raw■.w.l �.w. t =• l t proposed second floor �.YrI ALUMINUM SEAMLESS GUTERS �, VI \ __ __ / `yam' _._ Tw1448 TN144B ON H.FASCIA t ` J / . FY SOFFIT OVER ■ \ —a � xb FRIES BD.W/BED MlD6. Ia existing ceiling ht. - ■ r ~ I I MI.wrr� M..IIIII wwl rrr.� r■.rY■ww■ I /-- garage 2nd floor v /2 1 ,,, ItNrw.w�O.rr1 ■■■ woww ,wwwwrl�u��..'=i; ww om - --\ •• W 1 I �ww�•7) mow wu7 4 j „ smo uvw v�) w�wwr�uww.w� ■■■ � �.ru. ��irri.i sum ■ DOUBLE—nuns WINDOWS l �■w� �.. Y.11 „ .. -- \ L� H 7 • } W/Ix4 CASING t 5/4x CAP I�' EL d9 �— �I ® wrrYa u Ililwr__ „ A C m C > c -IMMO 1W1446 G�.iri�=rr■ .. r••��■� FV/H3 6nIMIli 1 7 d I . .u.ww�.■rrruo. `.FP o — __ 11 .... N O • 7 ■.��■�rrY _ ---.. __ - -- -�..- .r■i .e ■. I I I U I I II 1111111111 r — 1 I I 1 1 exist n first floor .Iw�Y■�� w r1r�Yw cco II\ 9 ■wY�r.. rw �rrY—w 1111.1n1 — J — __ _ W/Ix4 CASING t 5/4x GAP a' i w C aO Yw 9'x 8'OVERHEAD GARAGE DOORS 6 ■ / ‘11111111113 — ,,,aaai ■ Yr■ ■■.I■■■ �■ �=:��r�Ell ` ■ —G 6 c toP of foundation \ F+ / w�—u■w-. r •• oil pm■w ® rr •wr■ —•■w■ Ir I 9 x B'O.H.GARAGE DOOR c c Y x B O.H.GARAGE pOOR OF■w� wrrwlw F / r. .. -.• STONE RETAINING WALLS I 6 1W2448 rr_�.�.■ww�w�- PER SITE __ -■ .wow. ..�rr ■ ■. ___ 1 l ...-irw. ■ . w rY�l.-.■ ---J d Li DATE 01/27/2015 --- S TERMINATE SHINGLES0VCC 1 existing basement floor - - - _I - 4'CROWN MLDG.ON I x6 SCALE: AS NOTED ` WHITE CEDAR SHINGLES t I x 2 FRIEZE BD. 1 I I I I I I -@ 5'E%POSURe • I -I I- a-- L- ---------- I I proposed 1 r - T T 7 r T T-- 1_-_ DRAWING#: L� \ � ` I •�-NEW CONCRETE FOOTINGS I I L - LEFT SIDE(north) ELEVATION 1/4"o 1-0" A2 r V THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION/120 MPH WIND ZONE NOTE: • DOUBLE ALL EXISTING 2x9 STUDS IN ALL EXISTING 2.9 WALL51 PROP.PORCH EXISTING FOUNDATION/BASEMENT above 1. O'-0"+/-EXISTING 161) ----=I TT T-I, NOTE 1 I\ " a TYPICAL-NEW POSTS UP TO REPLACE ALL EYISTING WINDOWS/DOORS 1 1 1 I I / OF toss — / SUPPORT LVL§ABOVE! IN EXISTING LOCATIONS.OTHERS ARE NOTED I I I \ rf/ DOWN TO NEW CONC.FOOTINGS IIIII I © I o L7 fir- _ �/�/^,7�_,� w I / \ w ((---------i ' 1 V= W D BATH 11 -z- LAUNDRY11 -1 ill _ LL— F=\ :Th SCREENED IN PORCH T CUSTOM SCREENS BETWEEN in' P.T.9x6 EQUALLY SPACED 0 unfinished I I POSTS CASED IN IN TRIM • ATHI, STORAGE �jII U. N LVL team above 0 L _ _ _ - J U y 2 __a 'o LL.0 v Y.n ® U to Ci M ® ET ___-_ o SCREEN DR. c Q • C L O Gmace NM4Hay _ - OC v Ai 1 Q N v 9D I UTILITY O . I I I I • / �` C—} I m Le / - -_.� \ N w _� o �� v • _ _. \ 1 _ _-N _ I � II JL3ne� -- _ -- � — YLVL beam above ' \ \ - .. / r -�:..•J _ T T ——(/y�2k4 WALLS UP C $LIJ� in unfinished 1 1 1 1 1 2 O I O z Q .. -t • i0 1 1 1 1 1 E OW N GARAGE ABOVE 0 - STORAGE 1 1 1 1 1 p a o O LiLi1L El 1 CC r `EXERCISE ROOM —° d / n Oa w L----- n o N m • • �p a Q f o • vI �n 1 w N \ _I_I 1 ram... — I � T 1 T. F C drop 9 drop 2e6 EATER.WALLS • • ".7. . 9 O 5 6 - W U co Z 7�_8. / 8�_2u / ��-8�� / /I /1 / Ly • z / 26_O / / 28'-O" / e: G-IY C d 1 . 9 (a e e F ` 0 y D. Z ii.j PROPOSED ADDITION v C `o v i S u) o m m`a E a proposed BASEMENT PLAN w A- EXISTING WALLS O F- re H NEW WALLS '11 DATE: 01/27/2015 -- NEW STUD WALLS DEMOLITION . SCALE: AS NOTED EXISTING WALLS d DRAWING#: A3 - 9 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION/120 MPH WIND ZONE PROP.PORCH EXISTING FIRST FLOOR STRUCTURE 41 above 11 5'-O° EQUAL I EQUAL T 1 a r TYPICAL-NEW POSTS DOWN TO DI.13 PS SUPPORT LVL's ABOVE a I I Ir...„,_, IDOWN TO NEW CONC.FOOTINGSN Z01 13��a LI` _ _ vi ——— �' a4 e '+- ItoCo WW°1`"CHBATH 1 1'1 •:V DR :ewes'- a b II3 I d I I rl od 1 II Lig. I __ },,I G.G WOOD DECKNp \ 7 Id I r\PROPOSED RETAINING WALLS ' ® - � saw .-11— —— 1711 LVl beam above _��®.w -I -- III IN STUD POCKETS J 1 iil '_ NWI'L's TO SUPPORT Ol ' L• STEEL beam above 111 WINDOW NeAOER tl.l C N t•® I r b' 6�z' '' —= MI g TO BASEMENT DS 4x4x.250 - i N Q M I< DN II ¢U L o �-6" / r-o �'-e 11 1 I MI — i i GREAT ROOM }m o 6x6 I<rr�w - E 4' V Z y n I • I PORCH FO I RSI ®Mq„'� \ mCONCREieAPRON uLV heaEer above • �I M Z 6,-2" 1' • �� w @ GARAGE CEILING WALLS C 9� ——— LL 5/E,F1RECODE GYPS DD. I ---1 °' 2_d aawsa• I�� \ 23'_6" i V py3�' 11 II / II I \ - �� CLOSET N TS 4x x.2�9CL J L_ .' =_�_ ON�'. "� STEEL beam above Ts 4x4x.250 I L • ae'ca' IIk; I E III 1 1 1 1 1 2'-a'/ a 1�IH : HI 11111 a I_ '-IIrr T—'-1 _' —a_ oa o GARAGE N IIIIIi w N N 5! IRT 'LJ i 8WOODDECK STEEbeam above _ pI'Neo Q ® 1 T250 I!LDRM I® ili. DINING In*a. N �2'-p" 5'-I O'I Ili 6'-O" LI � a0 KITCHEN n 61' eV .N • ii ° ' _ Z IL J, L 1 , , ,.., z „.. . ., . _ . .. iu S. 1 5'-O" ` 5'-d' S�_� y,_I 6,_5�� 3�_O�� 8�-3,� / T-d' m / / / / / ,r '1 / 9 al C Q' 26'-a' 23'_6" 28'_O" / W y 6 O O ir PROPOSED ADDITION e 13 .2 m H 1I proposed n a aF <L FIRST FLOOR PLAN W m o 1/4 _1.-0 EXISTING WALLS 0. DEMOLITION 'fi -———- DATE: 01/27/2015 NEW WALLS SCALE: AS NOTED DRAWING#: A4 - 9 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION/120 MPH WIND ZONE PROPOSED SECONFD FLOOR ADDITION 5,0" i 42-a'+/- EXISTING EXIST.(1 2'-a'+/-) EQUAL EQUAL , 0., l4'-1I"+/- 4'-a' / 7'-5 1/2^ / 7'-5 1/z" "2 gal a, ROOF 31 3"I• \ II p zfixfie" � - O B: - - BATH . 0 a•v. I O i- LINEN 0.. . � i�G q pzfi•xse• u, O N ..v re A v z L V Z L,o BEDR 2 0�,L N b J • m \ ® Iv 8 d [1 J U a,2 b Fo L —L / MAS 1 RBE0-00M ----IF Ili. w 1=L,-, 26'-� o \ mFo c t o / / 4_4' 3'-1 a / m N U ® ® 1'616B V / Q N :1" N aD <v 6' �= cd 66•• r L)Z > zsysfi" L- -'\---� 7-- a m CLOSET CLOSET (V C \ ❑ DI • \ —N I I \ WED m/� Z --- c- R 0 0 F --.. -n.z`‘, \ N W 0 ROOF r-- L1.1` • I 1 o Ln 0 1 1 4'G•(KNEE WALL o zfi v66'• -�-N BEARING WALL AA --.. w 4 7" 3'-I 5' I" I� of z•s:fi_s•J in \ 1 — I — - oN o Z — CLOSET I O �. ... 0 12" om_y o \ \- _`'I i / d O l� BEDR M oN `-°- - t0 __ \ o N ro z6.,6.6.. I m UNFINISHED UTILITY zg 6,0/'n1 CI 0_ 4'-1a' ), 6,10" \ /z f '' 6•v. io CC ; �- // 3 �MASTER BATH 00 o E J1YM66• \- / (V CLOSET N b> 4'6'KNEE WALL L \ \ T b _ 3 I�„ 2 p� v 6 O y 5 4 I, 16'- O" N C W tn = \ \ I \ L .. WS 1 5 1 a'-a' 1 a'-a' Lf / y V In m O CI 0. G LL f26-a / coN PROPOSED ADDITION 2 ea E ° Z o m al n 2 a proposed SECOND FLOOR PLAN a 1/4"=1-0„ _a M NEW WALLS 'i DATE: 01/27/2015 SCALE: AS NOTED ) DRAWING#: AS -9 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION/120 MPH WIND ZONE • r, 111 EXTERIOR SHEATHING STUD WALL Ix DECKING PROP.PORCH EXISTING FOUNDATION _._- P.r.2,DECKJOIST5 above Id TYPICAL: 3'-4" I ADD CONCRETE FOOTINGS(AS SHOWN) / / PROPOSED STAIR UP TO WOOD DECK UNDER FRONT PORCH: BOTTOMS TO BELOW FROST LINE _ �111.. `' 10'THICK POURED CONCRETE 4,_9„ PROVIDE SOLID CONCRETE SUPPORT / \ \ • ml� FOUNDATION WALL ON 10'x20' STEP DOWN TO FULL WALKOUT FROM BOTTOM OF POSTS TO FOOTINGS / -I-1 .-r _�I� CONTINUOUS CONCRETE FOOTING 130' 30' -�Q� ( (LJJ I r r r 71 ,�A BOTTOM i0 BELOW FROST UNE r 30 ®EXISTING FOUNDATION WALL r \ o•/ \"t •1 I I 101 4 P.T.6/4x6 POSTS ABOVE I ® ¢'I I 2x FLOOR JOIST IL` -- tl? i UP t3R3 JOIST HANGER ATTACH POSTS TO END.WALL W/ J r� APPROVED SIMPSON POST BASE I r 3O, q� 36' 36' , C I 2x LEDGER BOARD AND TO P.T.(2)2x 10 W/ L+_J (- —, a —\ APPROVED SIMPSON POST CAPS p- crvnCAu 1 130• LLLL_L_lJ[ ' 111\J _,t' '.4 ♦ L;J I I I.J. 3 .t 36 P.T.(3)202 ( / I — -+ L__J L —J _ • EXISTING FOUNDATION WALLS 12'-O" / z GENERAL ATTACHMENT of LEGER BOARD PT.zxs'S u TYPICAL o \ / I o_ O to BAND JOIST or RIM BOARD/SHEAR TIE DTL. m ��1s"o.c� Pib --°� \ / N `� SCALE:3/4'=1'-0' r @� \ / // \ w ` n A \\ // . ':1// :}]• _ \ C o. SCREENED IN PORCH o I AREA N o c EXISTING CONCRETE SLAB FLOOR A // \\ ,I ut 2e. a 2' / \ / I\I 'om_ L. IB,_G�� a / \ A_i/ 3 og r wJ EXISTING LALLY COLUMNS )T 36" 36• / \ 1-15 PROPOSED RETAINING WALLS A N 88 A • r 3a'( ON NEW CONC.FOOTINGS r 30; P- - . r // \\ I m 3 u`i,n a (2)1 3/4"x 11 1/4"LVL BEAM _ _ I36' 1 I HH I(2)1��3/4"x 11 1/4"LVL BEAM I I30' (3)1 3/4"x 11 1/4"LVL BEAMI N D 3C• I_ _I- _ _ _ _ _ I• \ Q V \ ^ ♦ L_--J - L, I JTS 4x4x.250 •♦ I /36 \ \ m If) V�1 U Ir-_-�� L- - o L L.YJ (_l:l) \- w J V• I' O• r---H io . P.T. 2012'S @ 16"O.C. �`-:/ p u_i _E p2j 20 d / Ir-- N_ �) NOTCH/CUT TO SLOPE 0 LP/ _ P.T.4x4 POSTS ON I/8'per FOOT FOR R.ROOF O N a r 1 I2'-9" I 9'-6" 6"1 9'-G" 2'-9" • F- n ~ / 12'x36•x36•CONC.FOOTING o 5E DP.' V C Y O / —/� J / �/ / (21�1rz�vt• • �' m9 /- } m tO o 00 CONCRETE APRON I L- W p z -� Q N P.T.l2)h10 �.Y� .P.T.&8'S •F N (2)91rz•LVLe '� a IP 3 u"'i a m DEPRESS T.O.FND.16' %p 11 16'O.C.' 44 w ADD 20"WIDE CONCRETE FOOTINGS(AS SHOW!) - y in W • TO RELIVE CONC.APRON/SLAB I ry 0 _ •o BOTTOMS TO BELOW FROST LINE 4'-3" / 3J 1 I I'-9" N I I'9" ' I W %� / — — TS 4x4x.250 36•"/1 36' / n \ N 31/-drop L I 1 --—L — — — — 1- L srL BASE Pure -T _ - I :.I / \- o • I r \ \ _ m (2)1 3/4'x 1 1/4'LVL BEAM ( 3/4 x LVL BEAM ;- x \ -2)1 " 11 1/4" �Ii'' 1 • �— �� I r I36'• r 22x BEARING vv L 3G'I T-f ITI/I I . . +— 36' / -(91 MS DOWELS DRILL 4 GROUT r51MILAR BPA4�IL--_J L-__J ♦ L- J L-_-J r UP TO DOING FOUNDATION 36' �/ 3 (4)AS DOWELS DRILL.GROUT I • Z / z 5 10P r z@ DoTrOv-TYPICAL I I I 1 I I I/I I I 1 TO EXISTING POUSOATON ,j2'-O" i ODEPRESS T.O.FIJD.TO 4' I U 2®TOP J 2®BOTTOM-TTPICPL /I / \ABOVE GARAGE SLAB FLOOR , I/ I/ I fRAME ENTIRE REAR WOOD DECK H FOR GARAGE ACCESS 7— I L—I J 1 I / I AS ROOF DECK W/ (2)912"LVLs G 4-L1J� _D -`e —�--- + I x4 DECKING ON P.T.SLEEPERS CUT CI 1'DEEP SAWCUT CONTRACTION JOINTS > TTU \ / ` TO REVERSE SLOPE,uYED ON REMOVE EXIST.RETAINING WpLLO P.T. 2x12'S 16'O.C. / EPDM ADHERED ROOFING MEMBRANE • Q a • • / w AND STEPS TO SECOND FLOOR ABOVE I ♦ OVER 3/4'PLYWOOD ON DECK JSTS 0 -L11 - - - N I 1 b !r _� I Z NOTCH/CUT TO SLOPE II + 10 N I- c I x..I I O 1/8'peSEE OOLFOR R.ROOF 1 TN;d 4'THICK POURED CONCRETE SUB FLOOR I (2)91/Z LVL. - I N -.II a ~ ' �' O WITH 6'x6"-I O'x1O'W.W.M.ON CLEAN 1I L a_J_11 J ,?I� p O Ut Y WITH 6 MIL VAPOR RETAINER -FULL HEIGHT(N)OR MATCH EXIST.HT. F es. Q❑ K 1 O°THICK POURED CONCRETE I - O / \ U R • OVER COMPACTED GRANULAR BASE FOUNDATION WALL ON 10'x20' / 4°THICK POURED CONCRETE SUB FLR. u= •,Iry Wa 1.--- W PITCH 2'TO O.H.DOOR CONTINUOUS CONCRETE FOOTING ON 6 MIL POLY VAPOR BARRIER OVER I' W 'o 0 L L————/ CLEAN COMPACTED GRANULAR BASE m __I� �" / • _— NOTE:ADGN WITH EXISTING - I 0 O o 1 00 \. _ ..•� a RII o t Y 3a/-drop -• I x' I x o.I N a •• L • Lfill -J U1 a. a 1 O�T.(3Ih12 1 -F-C/ I J Q 4 drop 4'drop FOR LATERAL LOAD CONNECTION 2 W • I INSTALL IN(3)LOCATIONS A5 SHOWN: J Pj_Q L —I D'DIA CONC.50NOTUBE3 ON m Q / APPROVED SIMPSON MD 10•THICK POURED CONCRETE 28'DIA.CONCRETE"BIG POOP FIG. F I" MOLD-DOWN TENSION DEVICES FOUNDATION WALL ON 10'x20' •P.T.6/4x6 POSTS ABOVE 7,8" 7,8„ E4. LESS ALLOWABLETHAN 100 STRESS CAPACITY FOUNDATION OS CONCRETE FOOTING O'THICK POURED CONCRETE L NOT THAN 1500 POUNDS BOTTOM TO BELOW FROST UNE ATTACH POSTS TO 50NOTUBES W/ /I,, 'Z' Q / / / / 5EE DTL.'D' PROVIDE AND TO PAPPROVEST.12)PSON 2110WOST BASE V C Z FOUNDATION WALL ON 10'x20' 1 CONTINUOUS CONCRETE FOOTING W'� BOTTOM TO BELOW FROST UNE 2G'-O" 23'-6" 28'-Q" CONTIN.MS REBARS- APPROVED SIMPSON POST CAPS ■ 72 f Z PROVIDE: / / / (2)@ TOP 4 BOTTOM OF FAD.WALL01 CONTIN.N5 REBAPS- (hPIGAL) L U)m • (2)@ TOP 4 BOTTOM OF FND.WALL ,I�`,1 C `~ Z PROPOSED ADDITION y CARRY MEMBRANE TO O C O BOTTOM OF DOOR,ID'UP, II WHERE NO DOOR. ` fitV H • F- Ix4DECKINGONP.T.SLEEPERS c O QQ 2x6(4)FRAME CUT TO REVERSE SLOPE u 3/4."(SG PLYWD.SUBFLOOR ON EPDM ADHERED ROOFING MEMBRANE N Y 73 W Z REMOVE EXISTING SIDING 9 I/2'TJI's @ 16'O.C. 6 V G = D FXTERIOR SHEATHING OVER 3/4'PLYWOOD @ LEGER POOR TO INSTALLATION O W EXISTING STUD WALL e�// F.' 0 THRESHOLD CAREFULLY FLASHED AND 6 Ci,a LL CAULKED TO PREVENT WATER INTRUSION EXISTING 2x BAUD JOIST or 1•MIN.EWP RIM BOARD CONTINUOUS FLASHING I/2'G.W.B. I 213.1 111 WITH DRIP EDGE P.T.(2)2x O FOUNDATION PLAN F.T.2x TO 12 LEDGER DECK JOISTS W//1/2. Ts HOUSE FRAME •o.c. FINISH or EQ. a ~ STAGGERED IN 2 ROWS P.T.2x12 DECK JOISTS @ 16'O.C. "C. NOTCH/CUT TO SLOPE I/2'DIAMETER LAG SCREWS or 1/4"_t_D^ SEE DTL. I/8'per FOOT FOR R.ROOF P.T.4x6 POSTS 1 THROUGH-BOLTS WITH WASHERS EXISTING WALLS DATE: 01/27/2015 METAL FRAMING HANGER @ EA.END EXISTING 2x FLOOR JOIST. WOOD 1-JOISTS or MIPCWT JOIST MANGER NEW WA S EXISTING POUNDATON WALL 2x LEDGER BOARD,MUST BE GREATER SCALE: AS NOTED _ THAN OR EQUAL TO THE DEPTH OF THE }' DECK JOIST AND No GREATER THAN THE DEMOUTIQN • O ROOF DECK FRAMING DETAIL DEPTH OP THE BAND JOIST SCALE:vz°=r-o' DRAWING#: • GENERAL ATTACHMENT of LEGER BOARD Oto BAND JOIST or RIM BOARD SCALE:3/4"-1'-13" A6 - 9 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION/120 MPH WIND ZONE • PROVIDE RIDGE BAND STRAPS PROVIDE RIDGE BAND STRAPS SEE DETAIL"B• (2)1 3/4"x 14'RIDGE BEAM SEE DETAIL"B' LOSS DOWN EC ea.end (2)1 3/4"x 11 7/8"RIDGE BEAM _-_-_ 0 (POST DOWN Q7e6"R• IDGE BEAM LOWS STD N 0 ea.a nd 00RMERaA•r[R9 n `t 7 ,I 12 V (2)D110 2xIO ROOF RAFTERS Q 16'O.C. / Nr2 I I W/5/8'CD%PLYWO.SnEATHIIJG 2x O ROOF RAFTERS Q 16'O.C. 1 1 t ASPHALT ROOF SHINGLES 2x 1 O ROOF RAFTERS Q 1 G.O.C. - // W/5/8'COX PLYWD.SHEATHING I 1 \ \\ W/5/8'COX PLYWD.SHEATHING t ASPHALT ROOF SHINGLES \ 2x8 CEILING JOISTS®16'O.C. 1 ASPHALT ROOF SHINGLES / :,� f// / II II II II II II II II II II II II II II II II II II �I 2x8 CEIUNG JOISTS Q 16.O.C. 1 I \ �.�.* 2x8 CEILING JOISTS Q 16•o.c. f/ 11 11 11 11 11 11 II lI 11 11 11 11 11 11 11 11 11 11 p� \ 51 RJPSON H 2.5 HURRICANE CUPS ff \ EA.SIDE,SEE DETAIL PROVE III R 1 1 1 It1ii i i Ri i i , iv'rLt SEE DETAIL•A• Proposed dormer Plate ht. ` IIIII IIIII 1111 11111111111 III)11111 11(111/11 11 IryI 1 IIIIIIIIII�IIIIIIIII�IId14441I I I I IIIIIIIIII IPdIh41J IIIIIf111IL I II WIMP* Proposed dofiner Plate ht. __ Iilll�l'1'I�'I�IrI'll'u21'IIIrt�lrl'IrlVlrlr�l�lr'I'11�11�1'lll7 ULTIMO rclil e.11�u1u`�uw�u u7uuuuwl��Vuuwwl�uuuu't I uuu v — \\ y 2x6 STUD WALL W/ 2x6 STUD WALL W/ / 2 e 5 /2'FBGL.INSULATION, 5 1/27 FBGL.W INSULATION, / / \ me / \ \ ' /2'PLYWD.,HOUSEWRAP a I/2'PLW✓D.,HOUSEWRAP 1 \ - WHITE CEDAR SHINGLES f\ WHITE CEDAR SHINGLES // \ •�N 12 BATH�� '12° 12° / //BATH HALL \\�� CLOSET CLOSET BATH I \\�, / \ TIL SHOWER TUB - ri / 3M.T.G PO WD.SUBFLOOR ON 91/2'TJI's Q 16.O.C. \\ proposed second floor ` \ " proposed second floor — - - - _ - FASCIA BD.ON 8+/SOFFIT e \ £ AL i�.l� illi UM.GUTTER ON 1x8 6,r.f(r)yl I (2)13.4'x 912'LVL--mx� � U-1iroM141N M1u1WW+ii ��-W�M� - JuJ-L existing ceiling ht. �}-- _ existing ceiling hi. \\ 1 IIIII I�1 rn (2)13/4"x 111/4"LVL BEAM W12 x26 STEEL BEAM-flushW12 x 35 STEEL BEAM-flush !I i (2)1 3/4•x 9 I/2•LVL BIWN. Z TO NEW POSTS DOWN TO BEYOND DOUBLE-HUNG WINDOWS a under dormer wall 4/4PSTSCONTINUOUS HAND RAIL HOTIZ O 4x4 POSTS SUPPORTING HOTI�ONTAL N NEW CONC.FOOTINGS , GARRY Nl or COOT TO WIRE SYSTEM(4'GAP MIN.) W (SEE FOUNDATION PLAN) \\\ T } I BOTrRoeM O R.la'OP. ALL DETAILS BY MANUFACTURER } \vl----J o? DINING NO DOOR. O THIS APPLIES TO GREAT ROOM FI ___ 1 az. KITCHEN zx6 s uo U2 n N ENTIRE REAR WOOD DECK: da LrI___-J 5 I/2'FBGL.INSULATION, 3/4'TOG PLYWD.SUBFLOOR ON 3 x4 PECKING ON P.T.SLEEPERS CUT EXISTING WALLS L____J -3/4'TIG PLYWD.SUBFLOOR ON 1 WHITE CEDAR Sh NGLPSP t ill 9 I/2'TJTs® 16'O.C. ON ' TOO REVERSE AD RSL ROOFOPE,�INGDMEMBRANE LI__--.� 91/2'TJ15 Q 16'O.C. existing OVER 3/4'PLYWOOD existing first floor - -- / /E%19?II�G;FLO6R� /, zl i t++ _I,',r,'Ll ��:m�a_r�_' � c :in_, — /.,.,.. //�/�jng/��- /// __- II / / _ij P.T.2x12 LEDGER .� II P.T.(2)2x10 cxox,(4)2s I GIRT �1 A 1 �; �\ (2)912'LVLs iI FASTEN TO HOUSE FRAME ee �J FINISH w/ \\ w/I/Y OED ISkO 16'O.C. JOTCH/CUT TOJSL PE® 6'O.C. BEAD EAU or ED. An \ l I I I STAGGERED IN 2 ROWS r \ 1-I SEE DR.C' /e'per FOOT ORR.ROOF N \\ LIB P.T.6/4x6 POSTS L \ _——— - N a ATTACH POSTS TO SONOTUBE9 W/ U T APPROVED SIMPSON POST DOSE 113 - LAUNDRY FAMILY ROOM�1————J EXERCISE ROOM EXERCISE ROOM AND i0 P.T.(2)2x IO W/ N va An Fl----l � (ATYPPP CAD SIMPSOIJ POST CAPS — rl----J , \ WALLly C v 2 EXISTING FLOOR rl_-_-J existing a9 5x6 P COL.HODS ROAN, ` existing basement floor 1 in b e nt L .l - i ,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,/.. • . .. - WHITE CEDAR SHINGLES 1n O wm LITN IW=j c — In 1I n n-wmw- Q V c -1I 111 / I 4'THICK POURED CONCRETE SLAB FAR. [1�11-I1a I= -T W=1I `W THICK POURED CONCRETE SLAB FAR. ri L4-- ' 11 l 'I- n, D or0 JI� / CLEANON G C POLY VAPOR BARRIER OVER 1L i. - L CLEANON 6 C POLY VAPOR BARRIER OVER III= III= Ce • 2 O V fi lyi/ COMPACTED GRANULAR BASE _ 10'THICK POURED CONCRETE FOUNDATION WALL 1=I. COMPACTED GRANULAR BASE `E jam, I� 1 I act(n E �, n_i - ON O'x20'CONTINUOUS CONCRETE FOOTING P •- PROVIDE CONTIN.N5 REBARS IV DIA.CONC.SONOTUBES ON F1 V N r NEW CONC.FOOTINGS BEYOND I i.IC 111111 (2)0 TOP[BOTTOM OF END.WALL ail 28'DIA.CONCRETE'BIG FOOT'FTG. - L/ Z 1-} N. BOTTOMS TO 4'BELOW GRADE L___J L_ J �o - (2)IN FOOTING (SEE FOUNDATION PLAID) to 5, CASTING FOUNDATION 4 FIRST FLOOR I2-O" PROPOSED ADDITION 28'-O' I'-I O" dIr w Z to to EDSECTION through GREAT ROOM&KITCHEN SECTION through DINING ROOM&KITCHEN o '-0" 1/4.,=1,_0,. 1/4"=1 RAFTER®16"O.C. 5'O" I Illt � H2.5®EA. RAFTER CUSTOM CUPOLA -,■I' PROVIDE RIDGE BAND STRAPS ,1111 - BEYOND SEE DETAIL B / \ PROVIDE RIDGE BAND STRAPS rt see oErna'B• y' TOP PLATE I I . (3)1 3,6'x 16'LVL RIDGE BEAM is \ 2x8 COLLAR TIES Q 16.O.C. (i)2.x12 RIDGE BOARD 1411L 2x8 CEIUNG JOISTS Q I G.O.C. ,,I{{{I'.'.I POSTm.TO RCQM,5ED DORMER RA•reu5 ii L;,` proposed dofiner piste ht. 341,217 2x 10 ROOF RAFTERS Q I6'O.C. Im71// \ \ 12 2x 10 ROOF RAFTERS®16'O.C. -- tJ Ly I� dW/5/8'CM PLYWD•SHEATHING \ 3+ W/5/8"CDX PLYWD.SHEATHING 12 \''. t ASPHALT ROOF SHINGLES IIIIIII \ N. [ASPHALT ROOF SHINGLES _ 12 SIMPSON H 2 5 HURRICANE CUPS �\s.z e EA.510E sEEDETAIL.CANE �_444444h44tf 4J�4h4mmig 4ioiya4h41��1rI�G�ttl, dormer pu,ht_- M. a4 SEE DETAIL E 3 O RAFTER TO PLATE CONNECTION BOVE �. ALUM.GUTTER ON I48 BEYONDGABLE ORMER __- \\ ,® � FASCIA BD.ON 8'+/-SOFFIT SCALE: N.T.S. TYPICAL O EACH RAFTER x Q 12 \ I II \ e - �' \ -� x65ND WALL W/ 1zV \\tee - n - ` i;11 UN"I .SHED ILITY `�L 1/2'FBGL INSUATION Q , 2xIO ROOF RAFTERS Q 16'O.C. (V 2'PAYWD.,HOU9EWRAP< W/5/8'COX PLYWD.SHEATHING _ WHITE CEDAR SHINGLES CC j \ 2xe ROOF RAFTERS Q 16•o.c. \ 1� BEAM &STRAP F t ASPHALT ROOF SHINGLES ' \ a W/5/8'CD%PLYWD.SHEATHING - \ -j� 9 1/TIT PLYWD.SG.0.C.OR ON ■ BEDROBM#4 r .ASPHALT ROOF SNINGLES 9 1/2'Tan Q 16'O.C. Q proposed second floor s - ��fi��' 1= t a.' LSTA®EA. RAFTER IZ 3/4'r.G PLYND.SUBFLOOR ON \\�� \ -- ..f]t�n[- ILl1 , = �I + 21' 7. 1 V 2 5 vz•rns® 1 G.o.c. \ existing ceiling ht. 2x8s Q 16'o.c.3 ---7___________________ lV\ ' m U_ AI,q,IJ,S4A61S45HyMUA4,J�+51,1Y4hem s'8 ,'mu,•�4a„,„„--,,,,eY..„ U . ____J H (3)1 3/4"x 11 VEY LVL header—.� SIMPSON H 2.5 HURRICANE CLIPS III W14x38 STEEL BEAM } C m �. EA.SIDE,SEE DETAIL ABOVE d — SEE DETAIL A 5/e9 RRECODE GYPS.BD. `0 _ PORCH _-__ MUD RM DouBLE-nuns W4Noows a (d ► e Q GARAGE CEILING 1 WALLS r 2x6 STUD WALL W/ r �i - 11i ---J RIDGE BEAM ` /1�y 6 (A /2'PLYWD., ST0NGLRAP t ____ V zWHITE CEDAR SHINGLES I3/4•TW PLYWD.SUBFLOOR ONNOTE: �' ppIII _ 9 I/2'TJI's Q I6'O.C. ` RIDGE STRAPS ARE NOT REQUIRED / w.E 'e existing first floor existing first floor x4 DCCXJNG OIJ P.T.2x8 -- F- pY __ __ I91-4 _ WHEN COLLAR TIES OF NOMINAL 1x6Y0- N, DE 'a _ ___ _pJA,r) 1,1 ...txn„r ,I,Lrq 11,1,1,r OR 2x4 LUMBER ARE LOCATED IN THE p = 0 GARAGE -- RT.(2)2x1U IIII II , P.T.(2)2x6 SILL PLATE W/5/8'ANCHOR UPPER THIRD OF THE ATTIC SPACE O W UJ 9'x 8'OVERHEAD GARAGE DOORS P.T.2x 12 LEDGER--- I BOLTS Q MAX. 'O.C.16'-I2'FROM AND ATTACHED TO RAFTERS USING C Cl) P.T.(2)2x6 SILL PLATE W/5/8'ANCHOR a FASTENDO HOUSE FRAME_ END OF PLATES,USE 3'x3'x 1/4•PLATE 5)1Od NAILS EACH END DOLTS Q MAX. •O.C..6'-12'FROM d. w/l2'BOLTS®I6. - NO WASHERS,BOLT EMBENTMEIJT MIN.7' ro soRRogxT ro MUD R.,. EIJD OP PLATES.USE 3•x3•x/4•P1ATE UNDER FRONT PORCH: STAGGERED IN 2 ROWS --I I _ r WASHERS.BOLT EMBENTMEIJT MIN.T' O'THICK POURED CONCRETE - SEE OR.C• SE--- V U .. top O(foundation FOUNDATION WALL ON IO'x20' ■ H--- TO O RIDGE BAND STRAP w CONCRETE APRON I - + CONTINUOUS CONCRETE DOTING _ L---- .GARAGE SLAB - SCALE. N.T.S. U 0 _ BOTTOM TO BELOW FROST LINE - .-------- I --I 11-- d' II II I LL=1 • I V I I 11 I V THICK POURED CONCRETE N .P.T.6/4x6 POSTS ABOVE -- 1I- - a ~I ATTACH POSTS TO END.WALL W/ ___1 unfinished JJI 4'THICK POURED CONCRETE SLAB FLOOR yC�; FOUNDATION WALL ON 10'x20' APPROVED sIMPSON POST 845E Im-I 1 STORAGE -- = '� = WITH 6'x6'-10'x 10'W.W.M.ON CLEAN T 1=t CONTINUOUS CONCRETE DOTING AND TO P.T.(2)2x I O W/ Tl1lIII-L • Y WITH 6 MIL VAPOR RETAINER BOTTOM TO BELOW FROST LINE APPROVED SIMPSON POST CAPS lll DATE: 01/27/2015 OVER COMPACTED GRANULAR BASE (TYPICAL) mW -J LIB RTCH 2'TO O.H.DOOR •r PROVIDE CONTIN.p5 REBAR9 --- 1�1-T1 O'THICK POURED CONCRETE FOUNDATION WALL MIMI r - I (2)Q TOP t BOTTOM OF END.WALL \ existing basement floor --_ --- ON 10'x20'CONTINUOUS CONCRETE DOTING SCALE: AS NOTED 1 I (2)IN FOOTING -- ---- .. • . • it _-----------•- ' .. / 24'-O" 4 4.ON 6ICILCK POLRRED VAPOR REEL SANDR PL SECTION through MUD ROOM&PORCH DRAWING#: CLEAN COMPACTED GRANULAR BASE ER 1I4"=1'-0" 4111) SECTION through GARAGEI z'-C" d, p 7 /(i 1/4"=1'-0" THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION/120 MPH WIND ZONE • 1/2"CDX SHEATHING i CONTINUOUS HEADER _ O MULPPLE OPENINGS \\` 3/4"PLYWOOD SUBFLOOR +999 . \` i - 4 PROPOSED SECOND FLOOR FRAMING ON EXISTING STRUCTURE . '�'' -�i ` I \` `°, �. BTM PLATE II i :r::::: � EXTEND HEADER TO KING STUD 6 DPORCH ILPr �I (2)13/4'x 711/4"LVL BEAM2_/ TO BTM.OF MDR. • I`-T� w/3 x3"PLATE WASHERS 141 2 ROWS 16d NAILS L O 3'O.C. k ° ,! BEAM 2 1 3/4"x 11 1/4"LVL BEAM OPENING eeI 'wilt DBL TOP PLATE -- FOUNDATION - "I'''''' I' -__ __ -1. I II °/ 2x STUDS®16"O.C. MSTA 30" 16 GA. 16"O.C. l ill / I _ a al TWICAL: L P.T.6/.6 POSTS -0 I 2 ROWS OF SOLID BLOCKING V @ NARROW WALL BRACING @FLOOR TO FLOOR CONNECTION ATTACH TO HEADER t .>, ®4b•o.c.AT GABIFS N DECK BEAM W/APPROVED - _p In N KT SIMPSON POSTS CAPS IO FL •w o al 4L 4-"I 1 o Q m C (2)13/4 x91/7 2' Q 1 •1 G c O k Vx U LVL T5/64,250 U r � ^Lx y c I -_I—�_ I v E ,. IN STUD POCKETS m N J G0 0 i s3)1 31d"X 11 7/8"LVLLBEAM JL L xx s + _ _x _ W/•L•s TO SUPPORT CZ 2 ❑ 4 a L ' .' i t L W12 x26 ST EL BEAM-fl•sh µµ hh yy�� "jr:: TL lr r it lr �ilr �r Vr-Jr lrr lk I rr �r\yr r �r r v �r lrl WINDOW HEADER �1F11 —� w ...x- _ TO BASEMEN 4 T5 4x4x.250 V Z ,-} r- ® O > I n �� rc - > I m m ❑ h W WOOD DECK BELOW w w I - 7. (3)1 3/4"x 11 7/B"LVL header I - ` A 11 \ I • - _ - ------•� _ ---_ ---- • -- (2)2Y10 HEADER (2)13'4•a9rt'LW,Y4'x912'LVL _--- I r lY Sr lr ' re' r 88LL - u1 a 5O _ I 23'6 I _ _--_ - _�nU 2x SEARINGW LL I xL(2)13I6_91/2 LVL _ - BEAM lush -L ... rvG WALL - 4� W12x 35STEEL flI _ � -J]'�-?? F • f lY r lr lr r v lr lr l lr lr lr r \ - _ T54x4x 250 J/ TS 4x4x 250 ----- (2113�6'x9 12'LVL g H- ---o _14t--a 1 r a g ' (n _J .A Q w N h E o W W14x3B STEEL BEAM-below - or m > d \ - - wJ N p Q O T54,4c.250 T54xAx.250 It 8 H O1 _ ❑ Q Z in Z • • a. ---- -- I I ,r 1�TT-- 1 II I'hr'-_ o_ ® = Fm' Q Z - \- - - - of V CD z M IET laTYPICAL: I• _ - - 2 ROWS OF 5000 BLOCKING ® d 4IL al s. 49.O.C.AT GABLES .- - - - • .;.- - \ I I ° ell C 0 1 I - I I I L N r I. u_ L / GARAGE SECOND FLOOR IS 2$(+/-)DOWN • M a. FROM MAIN HOUSE SECOND FLOOR / Z x O C O — , PROPOSED ADDITION '� o O 2 PIECES a-.- 2 ROWS OF 18D NAILS 6 17 O.C. , `a d/a v (/) 9 1/2"TJI's SECOND FLOOR JOISTS @ 16"O.C.(use in entire 2nd floor(house,connector&space over garage) z- --- W '.11 OPTONAL IN MAIN HOUSE: 11 7/8"TJI's @ 16"O.C.TO FULLY FLUSH WITH ALL BEAMS 0 r MEM. 2- re ~ 1 3PIECES III o-4•2 ROWS OF 1/7DIAN7 BOLTS®170.C. DATE: 01/27/2015 ill z TYPICAL LVL BOLTING/NAILING SECOND FLOOR FRAMING PLAN SCALE: AS NOTED • I @ MULTI 1 3/4"BEAMS 1/4"=1-0" DRAWING it: • A8 - 9 THESE PLANS ARE IN COMPLIANCE/BATH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION/120 MPH WIND ZONE A. NAILING SCHEDULE JOINT DESCRIPTION NUMBER OF NAILS NUMBER NA�or .v,vL SPnaxG ALA ROOF FRAMING BLOCKING TO RAFTER(roe NAILED) 2. 2-1 Da EACH CND RIM BOARD TO RAFTER LOUD NALED 2-I6d 3-16d EACH END • WALL FRAMING TOP PLATES AT INTERSECTIONS WALE NAILED, ...NTS STUD TO STUD me NAILED) 2-1. 2-16d 24'OC. MEADER TO MEAGER TAG!NAILED) 1. 1. 24'O.C.ALONG MGM FLOOR FRAMING JOST TO SILL.TOP PLATE OR GIRDER(TOE NAILED, 4 m PE JOIST R PROPOSED ROOF OVER SECOND FLOOR ADDITION BUSKING TO JOST ROE NAILED) 4 BLOCKING TO SILL OR TOP PLATUTOE NAILED) 3-I. dd. [ACM BLOCK 19 LEDGER STRIPTO BEAM OR GIRDERrACC NAILED) 3.16d 4-6d EACH JOIST JOST ON LEDGER TO BEA/B(1OP WADI ed 3-IM PER JOIST BAND KTST TO JpST LEND NAILED, 3,6d 4-ILA PER JOTST SHED DORMER GABLE DORMER BAND JOIST TO SILL OR TOP PLAIT(TOE NAILED) 2.I60 3-16d PER FOOT l ole ROOF SHEATHING o2 ®WOOD STRUCTURAL PANELS N z RAFTERS OR TRUSSES SPACED UP i0 16'O.C. Be S ME,FI[lD 2 D ❑ RAFTERS OR TRUSSES SPACED OvER 1G.O.C. Cd Od 4'EDGDG'FIELD 1 I I I I I / w OR RAKE TRUSS.,m GABLE OVERHANG 6'EDG EDGE,GAME v�01 4x6 POST DN.TO GABLE•NDWALL RAKE OR RAKE TRUSS TO ST.RUCTURPLm I OIL a BeCOOLERS EDGE.mew I (3)2x10 HDR. as Od 6'EDGEC'n[LD R GAME ENDW LL RAKE OR RAKE TRUSS w LOOKOUT BLOCKS Os II. 4' `� I ;, I _ __ CEILING SHEATHING III��■■ iMMI•�� —11=0II 4 GmuM WALLBOARD I I reoGVla moo ®� ....I 300111101011001001. -- jl WALL SHEATHING ELS I I m SILOS SPACED UTO A2,0.C. Ed I Od C EDGE),2'FIELD — xI' - ¢ L�Iy', ' 4.AND'•ai FIBERBOARD PANELS - 3.MGM.FIELD I 1,! LLI' 4.GYPSUM wALLeoaao 54 COOLERS - r CDGE/I Cr FIELD ' I I y� _ II _ FLOOR SHEATHING a __ III �` >= O Ln uao0 STRUCTURAL PANELS D 1 III .:-... - -.. _-I It N 9 u GREATER de 1. 6'CDGEJ'EIEm m — 1. $ y2 N cREATeR mAN Lod Ise <COGcc FIELD I v 1 I 1(IP _ RR' \A� a II — � I Q U �76 L o Lu Lu a^_�• fram.do er ra rs n dr :-ed r.ge•.am(s a se•non) ) ,�� AUG OD o co a `R, ( BEAM (2)1 3/4"x 14"RIDGE BEAM P,;, dx6 POST ON.TO Q •V) _ (2)1 3!4"x 14"RIDE£BEAM 2)1 3/4"x 14"RIDGE cr LLO H I A N� (3)13•d'k1111d"LVL HDR. PFO. } o III tit NW TYPICAL _2x8's @ 16'O.C. 20E6©18'O.C. I ® —1 "�" —1 MEW '_� 2 ROWS OF SOUD BLOCKING 40-1 TYPICAL --_-� �_ - _ --I -__-11111 — — � ®®®I'I=�_ �� •• �_I •�C :III' IM ®4B"O.C.AT GABLF5 W 2 ROWS OP SOLD BLOCKING �l so N p ®4B'O.C.AT GABLES II roan IIB� yBI, m 11 II'�'II�—I-'I'In I'I1IWIIII-_1II'I i - 111111r1 1.•• V / t / � �P SHE,.DOR ER ,1'r. tlll■■101 IYI■■lill Y �� I/I`/�RICKE. iF �� _1or MI 1mIII ��I IN ptIIIII :_--�� _.� g 1 III - III pi Ili �./,✓/ / /�/Y � /� _I ` \� NI 1� �� ®�®��®tee �—, :�L .m I- II 1' ARI GW�I by / ,`` 6POS-E .TO .10 • li 1� — I III fir'✓ / - _ME(2)1yd"xa 191 LVL HI/ I i il O• m ()zoo a ry A n I al 9n oof- �— , v' Q •R V i� 3)73/4"x is" RIDGE BEAM 2x12 RIDGE BOARD glii' V Z W I .1 Wm I� (3)h10 O la pro w IQ 11111/441 m F1 o I f w __ CV ..La®I I- J E--- ®®®®®®®®®i ®nm®®POST DN. ^■ ra _ a eh F' 1;I _ II : = L. W 3 1 'g 1 1 I 1 1 2" • 8 =3 °° d d m C 9 II 1®I�1®��1 I I I I I I o y t,, e 4x6 POST DN.TO • y tit, � Z _f�l _�®®.II__ _ (3)13TdY 8114"LVL HDR. 9 la ` C I r CI �y s Ct BUILT OUT B I L BUILT OUT B°� 7 C O u- �� / 17'-O' SHED DORMER r �� O . i _ 0 1 ' PROPOSED ADDITION o V QI O 4 B. 50La:I' rx 2 x 10 ROOF RAFTERES @ 16"O.C.-OTHERS ARE NOTED w 'o a F — DATE: 01/27/2015 ROOF FRAMING PLAN SCALE: AS NOTED 1/4"=1'-0" DRAWING#. • • ®9 - 9 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION/120 MPH WIND ZONE d-'iR THIS LIVING AREA = 1948 SQ.-FT. ll4 j x vo- )ZS(o in j - DNiars • fin .:11 W .� 1_' N pirze4c476 • // i f0 2, N Y elf � % � m - oM 11 / -.. (OBI L.9 ' � � i /j1ZZA/r iiirAi? .0'2 or . 4•11,,,Ar . .,4, sl ..__ dir ;oiWOOD DECK a PORCH / /'� Z re /� 7 r I- a fI V • as 1 lc K'...- i f!,Al, jr0;111: t lo I :6 * IX 1111 GARAGE '',.140/. . yi-//re40 r :,Lfi. .4 8 ., ,. 1 1741) ea ti .k. CS "sr - 4, ,,,ot. z 1 _ . - h. iii _r Al 401 d LlJ LLI 8 J d I— proposed DATE: 02/10/2015 FIRST FLOOR PLAN SCALE:AS NOTED • - 1/8" = 1'— 0" LIVING AREA— 1948 S.F. DRAWING#: AR1-2 ,-4 . . T. tz-,,eaoi,ceci, ,,,,, . tF1 144 ,6e 9i1► I 2.a6'‘,.f-- THIS LIVING AREA = 1157 SQ. FT. cv N as tn 1 I•w I / w •� N oalloo '''d°rrer r 0 .c L). rc -.s' liir l"rJj##Aw I, li 1 � °° 2 - M�I/ vi E ' 9 At-010 .11 or Ib , / _ o 1 II II •I'/ 0ii „,,, ,,_,.,,,,, I i /1 I /II I / et a Ili`1 1- ill ROOF ir 00LLI r 51 1 1 1 1 :: I ;€1 7, ix J L J L- J I/ , / /III , O ON > \ / . ilg, t as y .5 o a 0 IiT=:1 1e, Ire----di girl 2 L . 2Z+ �' ri < DN7RBEDROOM#4 UNFINISHED UTILITY• , •OJar/ iV' � d W I , 1I000 / / r C) _-- _. 1 )0; Q = p PriaoC� I►��illi� kv a.BATH jl,� ell , II, 1 2 1 L 0, _ _I 1 . c.) 1 O J a 1= DATE 02/10/2015 proposed SECOND FLOOR PLAN SCALE:AS NOTED 1/8" = 1'—0" LIVING AREA— 1157 S.F. DRAWING#: • SYSTEM DESIGN: LEGEND GARBAGE DISPOSER IS NOT ALLOWED SYSTEM PROFILE °u,*altM COMPONENTS SHALL BE •MARKED WITH MAGNETIC TAPE OR NOTES 99-- EXISTING CONTOUR PROVIDE MIN.20'DqM.WATERTIGHT i(NQT TO SCALE) COMPARABLE MEANS FOR FUR/RE LOCATION. EXISTING 3 BEDROOM DWELLING ACCESS COVERS TO WITHIN 6'OF FIN.GRADE (- 1.DATUM R NawaB Barnstable Harbor X 99'' EXIST.SPOT ELEV. • Y PET.STONE OR OEOTE](TILE CONCRETE COVERS TO WITHIN 3'GRADE DESIGN FLOW: 4 BEDROOMS ®110 GPD = 440 GPD FILTER FABRIC OVER STONE 2.MI NIGPAL'WpTER IS OBE 1c -{99)-• PROPOSED CONTOUR USE A 440 GPD DESIGN FLOW ® MINIMUM.75'OF COVER OVER PRECAST 11. 1 2%SLOPE REQUIRED OVER SrS2M 120.0'I� �,y, 3.MINIMUM PIPE PITG1 TO BE i/B'PER FOOT. Lacv (gg< ZABEL FILTER ] PROPOSED SPOT El. rill 2�'EEIS ) Ill 'A100)/ THI OUTLET TEE W XTEN510 BLOCKS OR 4.DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS SEPTIC TANK: 440 GPD (2) 880 • a'mscNao,INC MortraR ALL PRECAST RISERS • VENT TO BE MSHO H-GPI ' TEST HOLE ��9�16�b7fPa� //ee PIPES LEVEL 1ST 2' a COMPONEN H 10 5.PIPE JOINTS TO BE MADE WATERTIGHT.USE A 1500 GAL. DUAL-COMPARTMENT SEPTIC TANK . 4T 2� SLOPE OF GROUND 41S.7O' 10. 14. I ENDS Z (TYPJ INV' 175 4'- ♦�4pA +1�•yFT, \ • SIDES 6..CONSTRUCTION DETAILS TD BE IN ACCORDANCE WITH 14.50° TEE TB u .=•1.�. LEACHING: 14.25 U - •' T y 310 CMR[5.000(n1LE 5.) �� Q: UTILITY POLE SIDES: 2 42.0 + 12.83 2 66 = 144 GPD I cps WvnE d( ) ( �_" _ , (( ®aB BBj B@ SC ogop g® 7.THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO . FIRE HYDRANT a i ® B�PJ��X ��@@ ® BE USED FOR LOT UNE STAKING OR ANY OTHER S polo 'BOTTOM 42.0 x 12.83 L66) = 355 GPO 3p' $ 17.88 " 17.71'• CCCC PURPOSE - `§' iiii'15.5' _ 11 \" °°� WlG Nef•ll Sn9015 W� M N OPAMxc NOTE:2'MIN.WALL " - V TOTAL: 756 S.F. 499 GPD o eee°e�^.'e,•O,:�e�e�se.o T10CKNE55 REQUIRED 1 L Ex6nNG(3)CHAMBERS B.PIPE FOR SEPTIC SYSTEM TO SCH.40-4'Pw. Co'• • REPLACE D-BOX If 5/4-1=1/2'DOUBLE WASHED STONE 4'MN. H-10 500 GAL LEACHING CHAMBER BY ACRE PRECAST OR EQUAL ', 'aaim / USE(3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 's�nc wa L Nor SUOABLE ALL agouxo PREGS7 sTRucruREs (1)AODRKINAL UNR REQUIRED WRN STONE 9.COMPONENTS NOT TO BE BACKFILLED OR CONCEALED- !,„ LLrq 6 CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE 42_00'X 12.83' WITHOUT INSPECTION BY BOARD OF HEALTH AND *THE • INSTALLER SHALL VERIFY THE (REUSE EXISTING SAS, ADD(1)500 GAL.LEACHING Aaa OR EOIP1 COMPACTION.(15221[2D PERAUSSION OBTAINED FROM BOARD OF MEALTIi. �� CHAMBER WITH 4'STONE AROUND) �•� LOCATIONS OF ALL UTILITIES AND ALL - �n 10.LOCATION OCTR SHALL BE RESPONSIBLE FOR CALLING BUILDING SEWER OUTLETS AND DIGSAFE(1-688-344-7233)AND VERIFYING 114E ELEVATIONS PRIOR TO INSTALLING ANY - 2 5 NOTE:NATC14 EXISTING ELEVATIONS LOCATION OF ALL UNDERGROUND&OVERHEAD UTILITIES PORTION OF SEPTIC SYSTEM (_S SLOPE MIN.) ( ;SLOPE) i (�A SLOPE) _ FOR LEACHING FlE1D ONO D-BO% _ PRIOR TO COMMENCEMENT OF WORK. LOCUS MAP ' 11.ANY UNSUITABLE MATERIAL ENCOUNTERED O OHALL BE NOT TO SCALE APPROVED DATE BOARD OF HEALTH MA FOUNDATION- 48• SEPTIC TANK 2' PUMP 6' { LEACHING 9.0'ADJUSTED GROUNDWATER REMOVED 5'BENEATH AND AROUND THE PROPOSED CHAMBER D' BOX- 23' FACILITY LEACHING FAautY. " • ASSESSORS MAP 352 PARCEL 18 • • 12.EXISTING LEACHING FAGUTY SHALL BE RETAINED, // t ERSTINO CLEAN ANKSSAND T PER TITLE SD OR PUMPED AND FlLLED LOCUS IS WITHIN FEMA FLOOD ZONES Q. X. AE(EL 12), VE (EL 14)AS SHOWN SAS NOT DESIGNED • 13.AREA CALCULATIONS MAY DIFFER FROM NET sF• ON COMMUNITY PANEL /2500 C0559J FOR VEHICLE LOADING NEW GRAVEL DRIVE w !LL. .\��aPERAn�POW - AREASA CALCULATED BY ARCHITECTURE/ENGINEERING DATED 7/16/2014 / 3 W I 14.COASTAL FLOOD ZONE ELEVATION 12 DEFINES N O w tr LANDWARD UNIT OF BARNSTABLE HARBOR/SANDY NECK ZONING SUMMARY // O •1 \ _ IF, 15.GRAVEL DRIP EDGES ALONG ROOF LINES / (ST % X" m \ o -9 ZONING DISTRICT: RF-1 DISTRICT / oaf 'Ic \I 1 \ ADDITIONAL CLAMBER 5' SOIL / / ,}I 1 �\ _ MIN. LOT SIZE 43,580 S.F. • •REMOVAL DOWN TO EL14 A *FP , 1! \ "� PROP. WATERTIGHT COVER TO GRADE / / M - \ _ MIN. LOT FRONTAGE 20' - MIN. LOT WIDTH 125' REPLACE. TH CLEAN SAND. / \ P ORQ K LIMIT\{BVW-0811L O\ ALARM AND CONTROL PANEL MIN. FRONT SETBACK 30' M �o LINE AT 50' FFER \\. \ \ 18 '\ TO BE INSTALLED INSIDE REROUTE EXISTING �/ / \� \ \ 4,_ "WATERING HOLE"PER LCP 9\ ' 2s 7s 10p BUILDING. ALARM TO BE ON PROVIDE QUICK DISCONNECT FOR PUMP MIN. SIDE SETBACK 15' / �/ /\ m \ .r\ CAPACITY-GPM SEPARATE CIRCUIT FROM PUMP MIN. REAR SETBACK 15' • )GAS LINE V'(1 y / _ \ N..1NEW NATURAL 5T E �B m EXISTING POND <^0.J "l ,ILL P\ PUMP CURVE FOR MYERS SRM4 4 10 o-• / FACE WALL IN \ \ MAN-MADE WATER FEATURE / HP PUMPMAX. BUILDING HEIGHT 30'Cq / p� / r \ EXISTING LAWN AREA \ (SEE PHOTO6) 185• BENCHMARK: ` O' / �,y / \ c I " I • SITE IS LOCATED WITHIN AQUIFER TOP OF RAILROAD SPIKE/ ?/� v / ` 1 \ ' I b ��T •� ca PROTECTION OVERLAY DISTRICT • `' M1 \ \ I INV.IN 14.22' ��' ii NO LOW POINTS IN PAVEMENT, ELEVATION / _ M \ fi , •`>r' `'\ 21.66' NAVD88 DATUM/ ° / /��. ��/ � A'�. `�� ` r'•2r+ \ / /' \ t/^ \ • 4188111000 GAL.H-10 S "PR S URE LINE - A ` `t -- 6 `t` // = 4 SOD GAL.+ �1 SLOPE TO DRAIN BACK TO PC / / O / •'//`� [79 =_ _--__ \ / 3 FLOAT SWITCH ALARM ON I RESERVE 1 OWNER OF RECORD vim' A' _-_ _ --_ .Y 0.25'WEEP'HOLES 3 4 (" / / gip // ��• - - \ �� /cJ SETTINGS: PUMP ON I / �0/ CEO�,. OQ 1 r _ L /C> 4. CHECK VALVE DANIEL E BRAMAN I J' • _ _ _ _ C> 1 4'WORKING RANGE U Q'Q/ .' _ \ _-__ B Os, I iFs �O t �� 9" u I MYERS SRM 4 BOX 361 I. / �` � �t \ - ��/ _ _ \ \ i Bvw-: CUMMAQUID, MA 01637 to F. ;p{2., II _.,p � - 0I EZ PUMP OFF I� SUBMERSIBLE 4/t0 HP PUMP 22� •:: •i�/'�7 TH\ '. 11' �2 >�� u�'F \�•``-_ _ .:. :4 BD ? _02 ____ o SYSTEM OR EQUAL) // I / ADDI IONAL LEA 4,.. Z 0 �/ GJ �•/ (/ M \' -- -Z\�72 }} '� ------ ( ) . :\ � ` /?o' 'e`' / ik 1 • • PUMP CHAMBER ,/ / \ • 7009 ,V'- ti°. ' \ ,/ HARBOR '#189 '� _ A_ ' - REFOC 9OR531L" _ / I .VENT RF '•r! GARAGE\. �� POINT BSMry). • y „,---AREA.1.----'..-., _ _ o -:.% _.. .. /~ R,�FQ mihn ORIT,\ ADDITION fi DITII;\�o�c .s ROAD FGR 2gs5 ya?/ rr = 1S %t se. • _ feO ZTc \� • D� �H31 / RAF\ o 'o °�\\ \ _ ;� _ o.�� __ _ _ __ � �, 9 ri/io =°y =E, \•_ _-- -' _- REuq„• __^_ ___ _ _ / y 1,\any`• MITIGATION CALCULATIONS ^y \,/�L6` L JADDITIO �y� �04� --- -_-------_ %/. li 4'"'" \\'\, • NEW HARDSCAPE 0-50'BUFFER= 0 S.F. \j I -%� 653 SF) BUJ`�O 2 ✓ .IKJ,1 NEW HARDSCAPE 50-100'BUFFER= 2,678 S.F. NEWS SCREENING PLANTINGS G PMED DRIVE / • ` i�� '�o•\ E1REN0 y�0�3P 50' OFF BVW _�1 i.i' 3 0 '�` L�� 1 REQUIRED MITIGATION // // a0' OFF\• , DECK Q-y43 OCC d''' - O'er off ) 1 2,678 z 3= 8,034 S.F.REMOvE // • OZ F'VC \ • .. • • Sj i - - _� t`O o O ' 1 PROPOSED MITIGATION / / • \,. n ' j / _ _. F w / 11 SOR INVASIVE REMOVAL 8,180/2= 4,090 S.F. TEST HOLE LOG / / y ! o OAK _ -° y 1 >�`s l / /i TOTAL MIT CATION 3,658 + 2,00 + a,o90= 9.751 S F /• I $ ¢ - - - IL �P%\�'Ps'Bz._...� -ot v 1 \\ • I yDANIEL E. GONSALVES, SE 13567 • �• - + �' • ENGINEER: N , /' _ ___ -WITNESS: DON DESMARAIS, RS / ,� .% ACEC LIMB =_ _=c - _DATE: 9/TS/14 G-W ADJ. DATA: ' 7z = _ _ _WELL SDW 252 % `Aie A - _ ->-n- - t.� \ -/ I ZONE: A • ,. vt-o� iitr PERC."RATE _ < 8 MIN/INCH ADJ: 1.5' _: • Th h _� ,9O-cSF ==_ - - >' t \��o I1 (AUGUST 2014) _f�� -=-=MLFIS/FITF1iF- - - - -_ _ _ _ - _ - pc 04 PROPOSED \ CLASS SOILS - P �'- ===�=AREA==_= 111 _lo /� -� 4 WIDE ° SITE PLAN 2°A, °2<v .�...- - BQS'/S' __- _ -'•� -AL,- - _ - - NATURAL \ '� .00.Oaf _____ _ - PATHWAY _ • I-I ELEV. F,1 ELEV. ELEV. -F O ___ _' IL ' Q" 19.0' �^ 4 ,9.0' 0" 4 20.0' • °_' °•• • _- ' -- '-/ U • Pc_05 �I, OF ti :FF 200' LIMB OUTER _ #189 HARBOR POINT ROAD LS LS SL !O° RIPARIAN ZONE /.•. ='..= - - _ J 28" 10YR 3/2 26" 10YR 3/2 12" 10YR 3/2 1,�� 20fFw os - _ � FWET D_ :_ _t� UMMAQUID- CBARNST,�BLE) MA �$'% _RESFIWATER- %INGE SALT MARSH �.Ilt 1 ya/ -' -1G- JN iyp-RD- - - �'.Qk` (310 CMR. 10.32)•. B B law - 4, t _ OF RSH� -U- - -4 4°8 II �I SL SL• SL � � �y'� fiL Z3.T0 .�a5� _ °111 Ill `I` Lot �i�, rl - PREPARED FOR \ _-�r _ 32 t J1 60" tOYR 6/6 14.0' 52. 10YR 6/6 t4.T 36" 10YR 4/6 17.0' / °� 100' LIMB INNER ! - k il)tc l 1 y . 1 MAIN .STREET BUILDI ,G , LLC %FFw-o5 ? RIPARIAN ZONE I- - T" AG '9 o Area=31,900 ± Sq. Ft. Upland G -i \\ 69,594 Sq. Ft. Wetland \ C C LS111, ( H i qN9 - _ 1/ 101,494 t Sq. Ft. Total I DATE: 9-24-2014 o ADJ. 9.0'3PERC" 2.SY 6/3 TEST HOLE LOG -� ? co ol"�, PLANT " 1 9 2.330Acres P r I 3,._: SealD:1 =20' TN nF �ro 4F11� (8,180 SF3) t^ - (h s- '� LS T56" 7.0' `\ S Pc-to /r-\y. LS • ENGINEER: M. O'LOUGHLN, CSE 1- •{ i I - //eQr. (_ a •• _ .e to ao 30 aD so FEEr 2.5Y 5/4 2.5Y 5/4 WITNESS: DEAN STANTON I (\ \ _ p�� _glr, I � � _ �3 IO t • LS DATE: 5/29/02 _ �' / - ✓� \ \ t '°\\F re�e `'S�': \ rr off 508-362-4541 o OBS. 5.0' 10YR 5/6 PERC. RATE = < 8 MIN/INCH G �Pc-n \ \ ILL_``r r qnz= + ; to.sDB-362-Betio �\ ' ° ,downeope.com 7 BO" 4.0' 120" 204" CLASSI SOILS /Pc-12 ` \ 9.0' 3_0' - �.- - Own cape enB/neering,/TIC, NOTE: SAS 340' FROM MHW, RLSINICTIVE SOILS. (SEE POND) - - civil engineers GROUNDWATER ENCOUNTERED AT EL 5.0' GROUNDWATER ENCOUNTERED AT EL. 9.0 °�-13 �� r( /-� land surveyors DCE # 14-236 FRIMPTER METHOD NOT TO BE U,ILIZED. USE EL.•9.0'AS • r al_jy 1`� •9 h� -• • s3s Main street(Rte 6A) ADJUSTED GROUNDWATER ® SAS AREA - 9Y Main/Street RtMA A) 02675 DATE' DANIEL A. OJAtA, P.E.,P.L.S. '