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HomeMy WebLinkAbout0083 GOODVIEW WAY rr}7�1 r r. � >✓ of 7 ��'� `7.k '�k f`/ ��' k y�yI. JI.,�i, r� i. MM •t ra 11� �,�. 1+€'fit '' ><r G; �dy�{� 41 �F eF . it ,jr,F:4 S 1 "`.,. � .. ., :.: A•fs-O is ab �',�i i' �t! .�v �✓ '�. p r - { �' dr�. ,�r: ry ,m .. ;x.J'.,�. -f,' m ......<. a�ct..,u/' „ }' '. ✓ '...r .v` ", a."' � �r1� 3qY' R 1,r ',�s 1.iR�• Gr 11 :r, � •.�..?Y'.''�i�t ..n. 4..r - 3 -7t•:..r. . -. 'e, ,,. o- 2.1 �• ' i 111 do ��r ,'� �, ,i ay}kJ��'1 w g „ r a r q 1t t s r) r, .p'rrW;�r n y y •• `,Pq. ,„s t y rbr�'RyR/�11I�(' 11r r, i Jl :61"k'� Jh„ •. n el tl �t ° m r ° 8 w r o e r f o , H V r p • , e i , 3 e ° " , u e 3 r ° ,yl •1 �.' u e i b a .LS.la.1a. ,1 1 - •A 11 b r:'J .f - j Town of Barnstable *Permit# t �(011d 7� sl•�. Expires 6 months from issue date D wwirrksu, • Regulatory Services Fe Thomas F.Geiler,Director �r fo.. �► Building Division OCT Tom Perry,CBO �,, Building Commissioner 3 1 10�6 200 Main Street,Hyannis,MA 02601 OWN op BARNS www.town.barnstable.ma.us _rABLE ffice: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint V �® 31 /parcel Number � erty Address esidential Value of Wor t tpQ�.n� Minimum fee of$25.00 for work under$6000.00 er's Name&Address ��i G'1 t c WS GQjUlpto ILA Q tractor's Name C$ () Telephone Number (o e Improvement Contractor License#(if applicable) 1 struction Supervisor's License#(if applicable) orkman's Compensation Insurance Check one: ❑ I am a sole proprietor I am the Homeowner I have Worker's Compensation Insurance rance Company Name/`1 C A 1 Q ?S U t a KD C -e rkman's Comp.Policy# WC C-sc)C L(Cf Q01 am&, y of Insurance Compliance Certificate must be on file. it Request(check.box) l Re-roof(stripping old shingles) All construction debris will betaken to �_Ct f 4 4dl0 u L A ❑ f)Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows. U-Value (maximum .44) *Where required:.Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. Home Improvement Contractors License is required. NATURE: onns:expmtrg ise071405 �THB T . Town of Barnstable { sAPMASM 9� ' ` ' Regulatory Services EaM ! Thomas F.Geiler,Director Building Division Tom Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us ffice: 508-862-4038 Fax:. 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I Id r l C- ((5 ,as Owner of the subject property hereby authorize P! (?o h 0 Tr 101V to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) ignature 40wYer Date Print Name Q:Forms:expmtrg Revise071405 �- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 7 , Map Parcel 3 :?Application alo Health Division Date Issued Conservation Division Application F6 S� _ Planning Dept. Permit Fee � Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation / Hyannis tea Project Street Address %3 qoc LP J1eL,) VillageA��S'T"�igC� Owner "4 �61,� ►J u I C S Address SAqi;� Telephone 2 .3 Permit Request ctz.e w( - C W G Square feet: 1 st floor: existing proposed 2nd floor: existing proposed._-Total new" 'i 5 l Zoning District Flood Plain 14 b Groundwater Overlay KI a n s Project Valuation IL Construction Type a o D Lot Size' IZ o�t o Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of ExistingStructure U Historic House: ❑Yes No On Old King's Highway: es ❑ No Basement Type: ❑ Full Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) N A Basement Unfinished Area (sq.ft) Number of Baths: Full: existing 2 new Half: existing new Number of Bedrooms: 2 existing —new Total Room Count (not including baths): existing &new Z. First Floor Room Count Ar Heat Type and Fuel: was ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes &H116 Fireplaces: Existing INew Existing wood/coal stove: ❑Yes/fdNo Detached garage: ❑ existing J new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing 0 new sizXf Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# Current Use �e5l D�XTi,AI Proposed Use (Z�S�D�►� riAL _ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name -" lS �t ��� e-V�- Telephone Number 501 ' 3>°Z - 3 8 Address 7:5c,X 5'7 License # O t 450 1 Home Improvement Contractor# / 03`�O Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO Toy SIGNATURE DATE 12. o / 0 - as ' FOR OFFICIAL USE ONLY r APPLICATION# DATE ISSUED ' *61? PARCEL NO,. t ADDRESS VILLAGE OWNER. / DATE OF INSPECTION: FOUNDATION FRAME INSULATION A' x FIREPLACE ELECTRICAL: ROUGH FINAL 'S PLUMBING: ROUGH FINAL lk F GAS:- :A,- ' ' ROUGH r= 3 r FINAL < FINAL BUI_LDING, T : DATE CLOSED OUT ASSOCIATION PLAN NO. r t r °fTHE TO�ti Town of Barnstable Regulatory Services saWSTABLE, « KAss. $ Thomas F.Geiler,Director �p 1659. a�� rFn ti Building Division Tom Perry,Building Commissioner 200 Main Street,'Hyannis, MA 02601 www.town.barnstable.ma.us Office; 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Usingy A Builder ,LS , as Owner of the sub'ect property J P P nY here by authorize S-C'y C'i�S S-�' ea IM- to act on my behalf, m all matters relative to work authorized by this building permit application for.- (Address of Job) Signature of 40wrier Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:0 WNERPERMISS10N °F SHE Town of Barnstable � Tp�y Regulatory Services BARNSPABLE, Thomas F. Geiler, Director 9 MASS. g �e39. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office:, 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six•units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as Supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner, Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed uiider the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws, rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official �. Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127,0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. -Br"ar4-P-E— Am-f t Ew 189 Harbor Point PA i4l MA 020 1 rummaq Ak :rT -A L i=- _co__ 414-0 rl Url F2 At c. IVA A t 1L f 45 je- i-j Nil. 0 --------- ....... r c -HI-i-ll ----------- ------ ------------- RAMSBEAM V2. 0 Gravity Beam Design Licensed -Co: Dan Braman, P.E. J : M Hicks Res Goodview Way Steel Code: AISC 9th Ed. L , SPAN INFORMATION: Beam Size (User Selected) = W14X30 Fy = 36. 0 ksi Total Beam Length (ft) = 28 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 030 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 28 . 00 0 . 210 0 . 210 0 . 000 0 . 000 0 . 560 0 . 560 SHEAR: Max V (kips) = 11.20 fv (ksi) = 3. 00 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 78 . 4 14 . 0 0 . 0 1 . 00 22 . 40 24 . 00 22 . 40 24 . 00 Controlling 78 . 4 14 . 0 0. 0 1. 00 22. 40 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 3 . 36 3 . 36 Max + LL reaction 7 . 84 7 . 84 Max + total reaction. 11. 20 11 . 20 DEFLECTIONS: Dead load (in) at 14 . 00 ft = -0 . 393 L/D = 854 Live load (in) at 14 . 00 ft = -0 . 918 L/D = 366 Total load (in) at 14 . 00 ft = -1 . 311 L/D = 256 aT AGYC Crude to IYood Co/lsll'Llctiol/ ill I- /i 1Yirtd f(�'c as: I ZO inp/i I'Yil Zo»c N/Tassac.husetts Checklist for Compliance (780 cn-fR -53012.1.1), Check Compliance 1.1 SCOPE Wind Speed (3-sec, gust).......:'......................................................... ..............................I.............I... 110 mph WindExposure Category..........:........................................................ ..............................................................B Wind Exposure Category................Engineering Required For Entire Project ......,................................0 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) stories <2 stories RoofPilch .....................................................I.................. -(Fig 2) ........................................... 12:12 ✓ MeanRoof Height ..............................................................(Fig 2)...,.....,......,............................... ft 5 33' ✓ Building Width, W ................................................................(Fig 3)................................................ ZSr ft s 80' Building Length, L ..............................................................(Fig 3).................................................�ff ft .5 80' Building Aspect Ratio'(L/W) ...............................................(Fig 4)................................................. C.► 5 3:1 .i Nominal Height of Tallest Opening ............................. .....(Fig 4).......,...................... ............... 6'8" _�✓ 1.3 FRAMING CONNECTIONS General compliance,.with framing connections....................(Table 2)...................................................... ......... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 c � All�G��bb Concrete............................................................................................... ........................... ConcreteMasonry .............................................:...................... ..................................I...........:........,...... 2.2 ANCHORAGE TO FOUNDATION1,3 5/8"Anchor Boltsdmbedded or 5/8"Proprietary Mechanical Anchors as an alternative.in concrete only BollSpacing-general .........................................:,(Table 4)............................................... in. Bolt Spacln'g int "-12", codn/coof plate..............................(Fig 5)...... .................,..,................ ...in. in. �! 7 Bolt Embedment concrete " Bolt Embedment-masonry..................:......................(Fig 5)............................................ in. >_ 15" PlateWasher................................................................(Fig 5):.. .............:................. >3" x 3„x 3.1 FLOORS Floor framing member spans checked ........ j..............(per 780 CMR Chapter 55)....................... ............(Fig 6 3 ft S 12 z/ Maximum Floor Opening Dimension....:................'. ( g )................ ..............,..... • Full Height Wall Studs at Floor Openings less than 2'from Exterior Waif (Fig 6)..:.............. ..................... Maximum Floor Joist Setbacks is c--E M-A � Supporting Loadbearing Wails or Shearwall................(Fig.7)..................................................... s d Maximum Cantilevered Floor Joists Supporting,Loadbearing Walis•or Shearwall......:.........(Fig 8),..,.,.............................................._ft s d Floor.Bracing at Endwalls..................,.......................;..:.......(Fig 9).....................................................I............. Floor Sheathing Type (per 780 CMR Chapter 55)........................... Floor Sheathing Thickness ............................................:.....(per 780 CMR Chapter 55). ................-N in. ►/ �o Floor Sheathing Fastening.............:.......................... .........(Table 2).._d nails at Y m edge/ in field .1 WALLS Wall Height a Loadbearing walls..........:.............................................(Fig 10 and Table 5)........................... 67 ft -5 10' Non-Loacib�a�iagwalls __ .._ u...,...LFig 10 and Table 5).........:......:..........—ft s 20' i Wall Stud Spacing ..(Fig 10 and Table 5)...................�in, s 2 '.o.c. ;— Wall StoryOffsets ................................:.......................(Figs 7 & 8)....,.,,..........,...,..........,...........:,E ft <d. 2 EXTERIOR-WALLS' t Wood Studs Loadbearing walls........................................................(Table 5)................................2x'-f g ft_in. Non-Loadbearing walls.................................................(Table 5)....,......I...................2x_-_ ft—in. Gable End Wall Bracing Full Height Endwall Studs............................................(Fig 10)................................. ✓ WSP Attic Floor Lehglh.................:..............................(Fig 11)..........,,..1....I......................... ft aW/3 Gypsum Ceiling Length if WSP not used ...................(Fig 11 2: 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 .............I.......................:..................(Fig 13 and Table 6).................................... II 6 ft SDI1ce Connection (no, of 16d common nails)..............(Table 6).................... AFTC Cuide to Wood Coir.t'tiv1c6011 ill RiAlk MV111d A1'et7s: 110 Mph Hlirid Loire ' 1V[,gSS17ChIISSett.3 C11L4C.Jj1St f'oi" C012113E.RIICe (790 Ci1VIR5301.2.1.1)� Loadbearing Wall Connections Lateral(no. of 16d common nails)............................... ...(Tables 7)...........................,.......................... Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Table 8)....................................................... Load Bearing(Nall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans ..............•....•.. .. ....•.• ..•......(Table 9)...........................,...... ft in. < I SillPlate Spans ......................:.............•...................(Table 9).................................. ft in. 511' Full Height Studs (no. of s.tuds)..........,:...•...........•......•.(Table'9)........................................................ Non'-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans..........:.........I.........................................(Table 9).................................._•ft in. < 12' Sill Plate Spans.... ...... ........................................:.......(Table 9).................................. ft_in, 5 12„ Full Height Studs (nb. of studs)....................................(Table 9)...........•........................ ..•... ..... Exterior Wall Sheathing to'Resist Uplift and Shear Simultaneously Minimum Building Dimension, W . fijin. 6'8Nominal Heiglit of Tallest OpeningZ ....:.......Sheathing type•.........:....... ... ....(note4)..........•....... ... ................... ... ...•..Edge Nail Spacing .... ........ (Table 10 or note 4 if less).. .....................Field Nail Spacing....................:.......:....:.........(Table 10)......................I.......................... C Shear Connection (no.:of 16d common nails)(Table 10).........:............................. « Percent Full-Height Sheathing:..,..:............;...(Table 10)...................... ........._% .................... . 5%Additional Sheathing for Wall with Opening > 6'8"(Design Concepts)................•... Maximum Building,'D'imension IL` Nominal Height of Tallest Opening 2.41.........................•.............................................._56'8 SheathingType................................................(note 4)...................................I......•...,....... Edge Nail-Spacing.............................•.:.........(Table 11 or note 4 if less)........................ In. Field Nail Spacing.............................I..........:.,(Table 11).................................................. in. Shear Connection (no. of 16d common nails)(Table 11)....................................................... — Percent Full-Height Sheathing....:...........:.......(Table.11)..........•.........................................._% 5% Additional Sheathing for Wall with Opening > 6'8"(Design Concepts)................ .:•. Wail Cladding R Rated for Wind Speed?........:.......... .•....................... 5.1 ROOFS Roof framing member spans checked?::.,.:............:.....(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang .................. .........(Figure 19) ............. smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary.Connectors Uplift` ...............(Table 12) U= plf Lateral...............................................(Table 12).............................................. plf Shear..........................................;,...(Table 12).............................................S= plf . Ridge Strap Connections, if collar ties not used per page 21... (Table 13)................•.•,.....•....I T= plf Gable Rake Outlooker..........................................(Figure 20) ....•........ ./'eft 5 smaller oft or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors' Uplift.................... .......:..:........................(Tablel4)•....._.......•....•.........................U= lb. Lateral(no. of 16d common nails). (Table 14)........:.............................. = Roof Sheathing Type................:.:.................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness••.........:::.•....•.,....:. ... .............................•............... in. >_ 7/16" WSP Roof-S-heathirig--Fa&tetllflg............... .................•.•....... t42 j....................•..........._. = es: This checklist shall be met in its entirety, exclukding 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 1 i C. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 1 Ba and Figure 18b :xception: Opening heights of up to B ft. shall be permitted when 5% is added to the percent full-height sheathing :qulrerrients shown in Tables 10 and 11. he bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. Barnstable Harbor i O� Locus 3 n oufe 54 86 S01 ; LOCUS MAP X 16.95 SCALE 1"=2000'f ASSESSORS MAP 319 PARCEL 83 x 18.14 LOCUS IS WITHIN FEMA FLOOD ZONE C AS 18� j SHOWN ON COMMUNITY PANEL #250001 0001 D DATED 7/2/92 1 18.54 X 18. 32 r, ZONING SUMMARY ROOF OVER EXIST. CONC. SLAB GARAGE j ZONING DISTRICT: RB DISTRICT x 18.77 \ Z 01• / MIN. LOT SIZE 43,560 S.F. 18.78 ra>64 MIN. LOT FRONTAGE 20 X 8.66 MIN. LOT WIDTH 100' X18.72 MIN. FRONT SETBACK 20' X18.45 RA,,LI�� SIDE SETBACK 1r:' x 18. 7 8.63 MIN. REAR SETBACK 10' � 3p?, EXISTING DWELLING f X 18.64 Q-x 18. 0 x 18 8 OWNER OF RECORD 18.11 .10 o i MARILYN MILLER HICKS 83 GOODVIEW WAY ?^ 8.25 �` BARNSTABLE 17. 9 ^� 300• m Q 8l 34 O x 17. 1 REFERENCES O � O . LCP 19221 A (LOTS H & K) 86 SO' 17.68 DATUM: NGVD x x 1 .30 f SITE PLAN OF 83 GOODVIEW WAY BARNSTABLE (VILLAGE) PREPARED FOR off 508-362-4541 � MARILYN HICKS fax 508-362-9880 a �N of Mq S - I OCTOBER 12, 2010 downcape.com © �o GAiVIEL ��, -down cope engineefing, inc. ;v°ALA 0 civil engineers Qo �P Scale: l = 20, land surveyors yN©sss (�Dll 939 Main Street ( Rte 6A) �p _ _��� I� 0 10 20 30 40 50 FEET YARMOU THPOR T MA 02675 DATE DANIEL A. OJALA, P.L.S. 10-225 ILL 4 m k , IMPORTANT ANY CONSTRUCTION THAT INCREASES LIVING SPACE - i BEYOND 1200 SO. FT. PER LEVEL MAY REQUIRE THE , 1 INSTALLATION OF ADDITIONAL SMOKE DETECTORS. I NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL 90_ F PERMIT DOES NOT SATISFY THIS REQUIREMENT. i I a S KE DETECTORS REVIEWED BAR NSTABLE BUILDING DEPT. DATE FIRE DEPARTMENT DATE I I BOTH SIGNATURES ARE REQUIRED FOR PERMITTING CARU,90,V 0 31,OX, I MASS E� S'TAf E ED P RIvfS i a gCHUSCrnSgUl1DING�D I I E t _ (pQ, W`0 1 i 413 1 _ p - a lays' - .- �► ` - � � v�r ,k, ,��{N b� 4 M ! .4 1 ° 0 u I,,k 1 . 11 r `1 fr t i i 1 �e 2 CaC SCALE:jA_ ,, /y APPROVED BY: DRAWN BY ,,�"'' l:a / , . �4" ^ k�_�_ _. `_.._1.._V~ DATE:Q I 1 Z { REVISED DRAWING NUMBER ;r ..�,,,.,,�_�� "'mow.. .......�..�.�..a.._...._.�...���. ._....�.�d.__,�.w._.,.�..._.�....� ��., j 1 F I .......... I i4000 I p W Q 14t�. b a SCALE: '(:),AlAPPROVED BY: 4+ DRAWN BY ! DATE: (o d> t 0 REVISED DRAWING NUMBER i 1 II I I ,�.�" „�t �� ► i4 a �� .._... .,._______,_.____�a___._,._.�..,�....__...�..__.,.._.�. ' Elj ............ 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