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HomeMy WebLinkAbout0006 RAYMOND STREET G pp ._ ' �' +N .aa .,.'. �.� :�� .' R. .�, t;. 'a.., ..+. r.•W 1 .. ':ii� .yY 4 W 4 ./� ' � y..� :�+� � l,•-�. a ICI e u TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map A Parcel �S plication #' `� Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee l ` Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation [Hyannis Project Street Address l� Y ono. st Village (°ex 7 Q/' d� I/f Owner ®d'�'P� F d- ;Pr--eJA 1+ aUfln 1 Address Telephone <or :)go - Y%��- Permit Request Add 0n /4? X 21 A-�V© INoT) c Square feet: 1st floor: existing bqqproposed 37r 2nd floor: existing proposed Total new Zoning District 0/0 Flood Plain Groundwater Overlay Project Valuation A rdVV ..- Construction Type t E. Lot Size 19 /" 3 /4cA,-� Grandfathered: ❑Yes aKo If yes, attach supporting documentation. Dwelling Type: Single Family F&K Two Family ❑ Multi-Family (# units) Age of Existing Structure . fo Historic House: ❑Yes &No On Old King's Highway: ❑Yes allo Basement Type: Dull Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 6 qq Number of Baths: Full: existing new Half: existing new Number of Bedrooms: A existing _new Total Room Count (not including baths): existing _new First Floor Room Count S, Heat Type and Fuel: WoGas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes 2 NVo Fireplaces: Existing New Existing wood/coal stove: ❑Yes W-I�o 1 Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ y Attached garage: ❑ existing ❑ new size _Shed: EY'existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use o APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 00 f �+y v rri Name �©SCi��* ��VV� Telephone Number SOF A6 SI r2— Address C, License # - 14 1`'� Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE a.: C DATE t , FOR OFFICIAL USE ONLY :R i * APPLICATION# D/4TE ISSUED c MAP/PARCEL NO. r: y:Y ADDRESS VILLAGE F• OWNER , DATE OF INSPECTION: FOUNDATION $1300 ur r4vqW65, e ' ►011 al 1 FRAME FLY <7 1J to) f INSULATION ' FIREPLACE tL ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDINGOF/A��q 12J- 7 FA4 DATE CLOSED OUT ASSOCIATION PLAN NO. !0huA 0i Lr:iti�1� C F,, ' 1.0i1'1'JUL vi Regulatory Services dF.t Interim Director Richard V.Scali, HE Building Division Tom Perry,Building Commissioner '"m'ffrABz E' Hyannis,MA 02601 MAea �' 260 Main Street, www.towni.barnstable.ma.us Fax: 508-790-623.0 Office: 508-862-4038 HOMEOWNER LICENSE EXEMPTION Please Print DATE. . " / � �Zelvl A-,. /e �/ P� � village JOB LOC street number _ ' -7 (�� 3�(.� IA�vV6� ®F� rJ "HOMEOWNER!" ...... phone# work phone# name CURRENT MAILWG ADDRESS: ,AIL zip code city/town state ts or and to The current exemption for"homeowners"was extended to include a license,curolvided that the owlner acts as sus MS allow homeowners to engage an individual for hire who does DEFINITION OF HOMEOWNER .'.• ` who owns a parcel of land on which he/she resides or intends to reside, nstructures.w� e k pe son who constru or is intended to cts moreethan one two- person(s) family dwelling, attached or detached structures accessory to such ushall e in a two- ear period shall not be considcial on a form ered a homeowner. foSucralsn h wo k' erforme under der the b�a�ing offi�lt. (Section home Y acceptable to the Building Official,that he/she shall be responsiblef. . 109.1.1) assumes responsibility for compliance with the State Building Code and other applicable codes, The undersigned"homeowner" bylaws,rules and regulations. en4 minimum inspection The undersigned"homeowner"certifies that hhe/ssheounderstands said procedures Town of and requirements.ng Department procedures . d requirements and that he/ F Sign of Homeowner Appioval of Building Official k Note: Thre e-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. ROMEOWNER,S EXEMPTION struction Supervisors);provided that,if the homeowner Th e Code states that: `.`Any homeowner performing work tenor which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of c erson s for.hire to do such work,that such Homeowner shall.act as supervisor supervisor engages a p () Many homeowners who use�this exemption are n trware lion Supervisor saSe.ction 2ssuming t15� This laponsick of arvarenes often . (see Appendix Q,Rules&Regulations for Licensing.Co case,our Board lems . articularly when the homeowner hires unlicense The homeown'sons. In er actings Supervisor is t results in serious prob ,p proceed.against the unlicensed person as it would with a licenmunsed Supervisor. ultimately responsible. :•. sure that the hordeovvner.is fully aware of his/her responsibilities, res� onsibilities of a1Supervisor. on the las as part of the To ens that.he/she�undeestands ; P permit application,that the homeowner certify of this issue is a form currently used by several towns. You may:care t amend and adopt such aform/certification for use in. your community. } Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 061313. :+N, oFTME'br,�, Town of Barnstable l Regulatory Services s,.uvsrwai.$, Muss. Richard V.Scali,Interim Director o " Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Property Owner M st _ Complete and Sign T Section If Using A B er as Owner of the subject property hereby authorize to act on my behalf, in all hatters relative to wo authorized by this wilding permit (A ess off ) #*Pool fences and alarms are responsibility of the applicant. Pools are not to be filled or utilized be re fence is installed and all final inspections are performed and c pted. Signature of Owner Signa e of Applicant Print Name Print Name Date Q:FORMS:OWNERPERMISSIONPOOLS 10/13 . I A 1-VC Gi de to ff,'ood Caistruction hi High 1Vind Areas:110 fnph Wirrd Zone Massachusetts Checklist for Compliance (780 cn-rrz 5301:2.1.1)' 0.Check - Compliance 1.1 SCOPE Wind Speed(3-sec. gust).................................................................................................................... 110.mph Vol 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 s 2 stories / Roof Pitch............................. ...(Fig 2) ..... P: 512:12 Mean Roof Height ...................................(Fig 2)....:...................................:........ ft <_'33' ✓ BuildingWidth,W .......................7—....—....._........._.........;..(Fig 3)...................:...................-......... ft 5 80, BuildingLength, L ..............................................................(Fig 3)........................_.............._..........�U-ft s 80' SZ, Building Aspect Ratio(L/W) ...................................::.....:......(Fig 4).................. ... 1.15 <_3:1............................ Nominal Height of Tallest O enin Z ...................................(Fig 4 .........................Ja `5 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 Concrete..:........:........:........................................................:............................................:.... ConcreteMasonry.............................................................................:........::...................I............................ 2.2 ANCHORAGE TO FOUNDATION"a 5/8"Anchor Bolts=imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ........................................ 4) .......................... in. ............. ..................... Bolt Spacing from endrjointof,plate.............................(Fig 5).........:............ ............... in.:5 W-12", Bolt Embedment—concrete.........................................(Fig 5)............:........ ........ .......:...........1V in.z 7" ' Bolt Embedment—mason .........................(Fig5 ............................ in.>_15" PlateWasher................................................................(Fig 5).................... 3"x 3'x'/" 3.1 FLOORS , Floor-framing member spans checked ..........................`...(per 780 CMR Chapter 55).... .X.�Z Maximum Floor Opening Dimension...................................(Fig 6)...........:...................................... ft 12 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).......................... ......... Maximum Floor Joist Setbacks Supporting Laadbearing Waifs or Shearwall...:............(Fig 7)....,................................................. ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)............................ < FloorBracing at Endwalls....................................................(Fig 9).................................................................... Floor She Type ..........:.............................................(per 780 CMR Chapter 55)...................::..� ...... .. Floor Sheathing Thickness ............:....................................(per 780 CMR Chapter 55 Floor Sheathing Fastening...............................................:...(Table 2).. d nails at_ _in edge/ in field 4.1 WALLS WaIfHeight " Loadbearing walls (Fig 10 and Table 5) . Non-Loadbeanng walls (Fig 10 and Table 5) .A3 ft's 20'- pacing ........................................................(Fig 10 and Table 5) in. 24"o.c. ✓ Wail Stud S acin :................. Wall'StDry Offsets ;..(Figs 7&8 s 4.2 EXTERIOR-WALLS' Wood Studs Laadbearing walls........................................................(Table,5)..............................2x - k ft in. Non-Laadbearing walls..........................:....................:(Table 5)..............................2x - ft_in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)..................:. ........................................... . . . WSP-Attic Floor Length................::.........::..................:(Fig i 1)....................:.....:.................. ft zW/3 Gypsum Ceiling Length(if WSP not used)....:..............(Fig 11)............................................_ft>:0.9W and 2 x 4 Continuous Lateral Brads.•@ 6 ft.o.c. ..(Fig 11)... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft spacing in end joist or truss bays Double Top Plate ; Splice Length .........................................................(Fig 13 and Table 6).................................... & ft s✓ Splice Connection(no.of 16d common nails)..............(fable 6).........................................................4L ,/ AWC Guide to l-Yood Construction in.High Hlind Areas: 110 mph FYind Zone Massachusetts Cheddist for Comp lance'(1s0 04115301.2.1.1)I 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 Wall Openings.(record largest opening but check all openings for compliance to Table 9) Header Spans ...................................................... able 9 ft_in.5 11' (T ).......:.......................:.. Sill Plate Spans (Table 9)........................: ..... ft_in.<11' v Full Height Studs (no.of studs):::.................................(Table 9)................................. Non-Load Bearing Wall.Openings(record largest opening but check all openings for compliance to Table 9) .. Header Spans.:..................................................:.:......(Table 9)y................................. I ft_in.<-12' Sill Plate Spans:............................................. . ....... .(Table 9)................................... .......... f _in.s 12' Full Height Studs no.of studs ... able ✓ 9 _ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously ' Minimum Building Dimension,W .14ominal Height of Tallest Opening2. .,.......................................................... ...::. Sheathing Type........ ....................... (note 4)....- ......:.............................. .......................... Edge Nail Spacing ........(Table 10 or note 4 if less) ........ tom. _in. Field Nail Spacing ..... able 10 ............................ Shear Connection(no. of 16d common nails)(Table 10)..........................:.............................. s Percent Full-Height Sheathing........:....:.....:...(Table 10)..................................................... ai 5%Additional Sheathing for Wall with Opening>6V(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest Opening2..........................................................................41:5 6'8' .� SheathingType.............................. .......(note 4)...................................................... C pX i Ed ..............Nail Spacing.........................................(Table 11 or note 4 if less)...:.................... f in. Shear Connection no,of 16d common 11 j ` Field-Nail Spacing .........:....:.....................: :............... ( on nails)(fable 11)................:...................................... Percent Full-Height Sheathing :..............(Table 11)............................................:.......�% 5%Additional Sheathing for Wall with*Opening>6'8'(Design Concepts).................... Wall Cladding x�� Ratedfor Wind Speed?.............................................................. ..........................r..................X�d: :....... 5.1 ROOFS Roof framing member.spans checked?..gX&.L� 4� .tF(Dr Rafters use AWC Span Tool,see BBRS Website) er Roof Overhang ...................................................(Figure 19):.............�L ft s smaller of 2'or L/3 �•- Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 12)....-..................... .U-�Plf e/ ................. Lateral..........:..................................(Table 12)..............................................L=- Aplf ✓ Shear.............:...:..........:..................(Table 12)............................................S=_t2Plf Ridge Strap Connections, if collar ties not used per page 21... (fable 13)...............................T=-Zw plf _T Gable Rake Outlooker.........:................................(Figure 20 1 ft z smaller of 2'or L12 ' Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift R )........................... .....U= � lb. ✓ ................................................ able 14 ............ Lateral(no.of 16d common nails)...(Table 14) .....................................L=.ILVIb. Roof Sheathing Type................:..........................:.......(per 780 CMR Chapters 58 and 59)..... 0-A Roof Sheathing Thickness.....................................:...... • ............:....................;..... Y m. 7/16'WSP g/ Roof Sheathin Fastenin ..........; Table 2).............. _-.IV •� Notes: -1• . This checklist shall be met in its entirety,excluding the specific exception noted in 2, to comply with the requirements of 780 CMR.5301.2:1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b_. F 2. Exception:Opening heights of up to 8 ft_shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum.2 in.nominal thickness pressure treated 92-gr6de. Perma-Column I Permanent Foundation Systems I Wet Set Models Page 1 of 1 PERAAA PRODUCTS I STORE I DEALERS--I FEEDBACK I CONTACT I CART COLUMN If we confess ours sins,he is faithful and just and will forgive us our sins and purify us from all Home>Products>Sturdi-Wall>Wet Set Models unrighteousness. 1 John 1:9 What Are Sturdi-Wall Brackets? How Are They Made? �011et Models Wet Set Models Wet Set models Wet set installation with Sturdi-Wall Plus brackets provides the highest ultimate strength connection to your foundation,but �+t' r require being installed while the concrete is still wet.This technique avoids time consuming drilling with a masonry bit and expensive concrete anchors.Sturdi-Wall Plus brackets require less concrete coverage than normal Sturdi-Walls,allowing them ��a �t"k ? to work well in pier foundations. ROY ,KA .� MODEL TYPE DIM DIM SHEAR UPLIFT MOMENT WEIGHT (lbs) (UM) UMIbs) Ibs ° �I( SWP46 4-X 6-POST 3-518' 13- 6.561 0,019 28,000 16 8 ° SWP66 6'X6-POST 6-518- 13- 6,638 9,019 28,000 17 "e ° 6 SWP63 3 PLY 6'LAM COL 4.518' 13'. 6,638 9.019 28,000 16 SWP64 4 PLY 6'tAMCOL 6.118' 18' 6,638 9.019 28,000 21 SWP83 3PLY8'LAMCOL 4-VW 18- 9.138 19,519 59,000 1 27 te' SWP84 4 PLY 8'LAM COL 1 6-"' 18' 9,138 11.519 69,000 28 Buy Now I Downloads I Frequently Asked Questions ©Copyright 2012 Perma-Column.All Rights Reserved. Home I Terms and Conditions I Links I Contact 400 Carol Ann Lane Ossian,IN 46777 Phone(800)622-7190 1 info@perr-nacolu'mn.com • R https://www.permacolumn.com/wet-set-models 3/9/2013 I 60 ------------------------------------------------------'13' T I iMW j ------- (SO . i ICI I I I I I i t - - t, r-O ,� Iy�,j}��U !"� • 0 i # C, () IIP {� °f� ------ To remove this watermark, please purchase SmartDrawj at www.smartdraw.com or call 1-800-768-3729 r ®l LOT 86 NOJ ® � SEPTIC �p 00 ®v TANK 00 D'BOX O O o - �F '9 ti tic N, ycF.y 1� EXIST: DWELL. 1� LOT 87 5h� 5,414t SF p DENOTES STAKE SET NOTE: LEACHING FACILITY LOCATION UNCLEAR FROM TIE CARD BUILDING PLOT PLAN DCE #11-297 LOCATION 6 RAYMOND STREET PREPARED FOR: WEST HYANNIS PORT, MASS. JOSEPH QUINN SCALE : 1" = 20' DATE : JANUARY 22, 2012 REFERENCE ASSESS. MAP 226 PCL 105 PLAN BOOK 76 PG 1 �NoFAAs HEREBY CERTIFY THAT THE STRUCTURE �9e SHOWN ON THIS PLAN IS LOCATED ON THE �o� DANIEL RCN GROUND AS SHOWN HEREON. o A. OJALA off fax 506 362-9880 .p NO.409$0 ess down cope engineering, inc. \ SUR Cl l9L ENGINEERS suR LAND SURVEYORS 939 Main Street — YARMOUTHPORT, MASS. DATE REG. LAND SURVEYOR ABLE 2014 MAP, 19 PM 3: 57 y Pp LOT 66 \ Pp LOT 86 x \ III 'h�� DIVIS70P1 QV DTox 0 0 oV Dvox 0 0 \X Oo I0 f ElOSi.DrEu, � EnsE Dveu Lath F LOT 67 O DFHOTES STANE SET S,a1at 3 p DDiDTES STAxE 4T III �IMC—GHOMPIIEC —A NON 4F sox�ME[MDIALNiIW l DCE/11-]97 OCE 111- 7 - BUILDING PLOT PLAN BUILDING PLOT PLAN 6 RAYMOND STREET + PREPARED FOR: PREPARED FOR: LOCATION: WEST HYAlYNIS PORT,MASS. JOSEPH QUINN LOCATION 6 RAYMOND STREET JOSEPH QUINN - SCALE 1'=20' DATE JANUARY 22,2012 _ N'E T HPANNIS PORT, S. SCALE:1' 20' DATE:JANUARY 22,2012 REFERENCE: ASSESS.MAP 226 PCL 105 REFERENCE: ASSESS.MAP 226 PCL 105 1 - j PLAN BOOK 76 PG 1 PLAN BOOK 76 PG 1 - .. 11¢AEHY cmnEr nur TxE slRunuu ,� �'�. f - I NFPETY cmnvr r TIE smunuRE ��.. �.. SHDWN ON l!t%.W 6 U]GTE9 GN THE _ J [ —. 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MAP 226 PCL 105 PLAN BOOK 76 PG 1 I HEREBY CERTIFY THAT THE STRUCTURE s} ���0 A�'� SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. /'°/ �A-N!E! y�N� A. m v off 5M-362-4541 OJALA co fax 508 382-9860 No.u down cope engineering, inc. �� sN°, CIVIL ENGINEERS I ?�S U RV LAND SURVEYORS 939 Main Street — YARMOL/THPORT, MASS DATE REG. LAND SURVEYOR