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HomeMy WebLinkAbout0006 DOLPHIN LANE ca-y-1 e- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ` Map-.?6-7 —Parcel-0 1 `6'°3 F' i ' dARNSTABLE Application ltZol V� , Health Division � Date Issued -5 Ira s, 11 Conservation Division Application Fee 5b -66 Planning Dept. Permit Fee �(Q1 • (50 Date Definitive Plan Approved by Planning Board " ' } Historic - OKH _ Preservation/ Hyannis Project Street Addres/s�6 AI_4© 11%1 ../-19�105 Village A&7e/— Owner bar Address "y Telephone 0-0 CT 40 G -7 7 Permit Request CoHS�/�� c����L ���rdGs i� ��/oE',y llr����✓w/x S�Y���'s. Square feet: 1 st floor: existing?121 proposed 2nd floor: existing proposed Total new Zoning District 13 Flood Plain Groundwater Overlay Project Valuation V/D auk Construction Type Flelfeffli Lot Size , ;k� 4 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family )A Two Family ❑ Multi-Family (# units) Age of Existing Structure -5 A5 Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ;4 Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 7%Z- Number of Baths: Full: existing new / Half: existing new Number of Bedrooms: 3 existing _new Total Room Count (not including baths): existing new 6" First Floor Room Count �o Heat Type and Fuel: 0 Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes 'A No Fireplaces: Existing New Existing wood/coal stove: ❑Yes)'No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed:Aexisting ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) - Name :;64 �r/�.✓Siflf C'v�+/S �TGrr/ Telephone Number 7/7- S 70_ 6'03 Cc� Address ��o� /C� License # C'SL. /D/ 3Y� Home Improvement Contractor# /77SzAC Email_'�f�G/�r✓Sf�f �-CS i,,�//% Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO 5�7W)C.G(q SIGNATURE DATE 10 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. s ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINALBUILDING ` DATE CLOSED OUT a ASSOCIATION"PLAN NO. f F® 'T E " 3OB SUMMARY REPORT V (/ Gronski Battista Remo.4te _ .. .:. _. _ �'2'4 t Y' !'+ 5 2 Sv� z��.a. d�•a _. i C�� vY3'5�..-F f :,.�,7'a� p.: Member Naive f , f• ,r Results � Ci �rent Solution ' Roof:10'2"Beam .�Paassed 2 PieCe(s)1 3/4"x 9 1/2 2.0E Microllam@ LVL Gable Wall:Header Passed 2 Piete(s)13/4"x 11 7/8 2.0E Microllam®LVL E. k c. ,�` L� C Forte:Software operator Job Motes; 7/13/2015 8:39:43 AM Andy ShaWiks Battiista Remo Forte V4.6,Design Engine:V6.1.1.5 Midcape Lumber 6 Dolphin Ln (508)398-6071 Hyannisport MA Grorlsid Battista Remo.4te ashakliks@midcape.net Page 1 of 3 ry �' F 0 R T E s: MEMBER REPORT Roof Ridge,Roof 10'2"Beam PASSED 2 piece(s) 13/4"x 91/2"2.0E Microllam®LVL Overall Length:10'2" 4 _ d q U i n ��z�� �* �r��tai�� n. ,-�� ;•x� � ��.� lJr+;a ices tax + ur 2" a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual n RcwNs , /ICCtai Lou fat.,. AllotNed c 3 Resu@, " LpF,,.Load,Combfeu�tion(Pall n),- _, System:Roof Member Reaction(lbs) 3097 @ 2 8881(3.50") Passed(35%) - L0 D+1.0 Lr(Ali Spans) Member Type:Flint Beam Shear(ibs) 2437 @ 1'1" 7897 Passed(31%) 1.25 1.0 D+1.0 Lr(All spans) Building Use:Residential Moment(Ft-ibs) 7363 @ 5'1" 14719 Passed(50%) 1.25 1.0 D+1.0 Lr(Ali Spans). Building Code:IBC Live Load Dell.(in) 0.167 @ 5'1" 0.328 Passed(L/709) — 1.0 D+1.0 Lr(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.282 @ 5'1" 0.492 Passed(1./419) — 1.0 D+1.0 Lr(All Spans) Member Pitch:0/12 Deffectlon a lte r :LL(V360)and TL(L/240). 'Bradng(Lu):All compression edges(top and bottom)must be braced at 10'2"o/c unless detailed otherwise.Roper attachment and positioning of lateral tuaclng is required to achieve member stability. B�rin9 a ;a W, u�f�. �a�s. s� y n.�� i �� i;.l i i..�l.*•; TvaY.at AraYYwO j�a^I.rf iW .t+�a,wYY �tYLIY@}9 I-Column-SPF 3.50" 3.50" 1.50" 1267 IB30 3097 None 2-Column-SPF 3.50" 3.50" 1.50" 1267 1830 3097 Norte tAddB aces 3 t/z4, Deed i ROOP Lh6 1 k t .. �- �t �. _ � ,ar.<lNIIif11..Eu h,y(090) (non-avow•1.73}f CorM ey r 1-Uniform(PLF) 0 to 10'2" A N/A 240.0 360.0 Roof 30/20 12' k'S '�� (tjj St15TA1NAaLE FORESTRY iNmATIVE a3 t Weyerhaeuser warrants that the sru3 of its products will be in accordance with Weyerhaeuser product design afteria and published design values. Weyerhaeuser apessly disclaims any other warranties relaW to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Bioddng Pan&and squads BWm)are not designed by this software.Use of this software is not intended to circumvent the creed for a design professional.as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is compatible with the overall project Roducts manufactured at Weyerhaeuser facilities are third-party Ratified to sustainable forestry standards The product aPPkation,Input designlaads;danenSIO s and support inrarmatbrt have been provided by Contractor Forte So Job bates" 7/13/2015 8:39:43 AM Andy Shakiiks eattista Remo Forte v4.6,Design Engine:V6.1.1.5 Midcape Lumber 6 Dolphin Ln 1 (508)398-6071 Hyannispon MA Gronski Battista Remo.4te ashakliks@midcape.net L__ _ Page 2 of 3 F® R T E�, MEMBER REPORT Ceiling Level,Gable Wall:Header PASSED 2 piece(s)13/4"x 117/8" 2.0E Microliame'LVL ,+�+g Overall Length:14'6'. + 0 c � t- .sus; �t � zr z s's"`x, ✓�-+ �' "� '''t z. r�r �Y` c� t s r'J All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual ,n ,.. F:, load Coahon(PatEem) t .' System:Wall Member Reaction(lbs) 2882 @ 14'41/2° 7613(3.00°) Passed(38%) 1 - 1.0 D+1.0 Lr(Ail Spans) Member Type:treader Shear(lbs) 2756 Co)13'31/8° 9871 Passed(28%) 1:25 1.0 D+1.0 Lr(AII Spans) Building Lisa:Residential Moment(Ft-Ibs) 11582 @ 10' 22310 Passed(52%) 1.25 1.0 D+1.0 Lr(AII Spans) Building Code:IBC Live Load Defl.(in) 0.171 @ T 11 1/16" 0.475 Passed Spans) Design Methodology:ASD Total Load Dell.(in) 0.392 @ T 8 15/16" 0.712 Passed(L/436) -- 1.0 D+1.0 Lr(All Spans) Deflection criteria:LL(1.5W)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 13'3 3/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. � z+, ��' A� "�'� z ' �tt^ "m"•••vz p ! £S '� - r 1LOadS LO z Support, e� �r:���•��;;ryToml Arieitabie`. Req`utred '�;De"7d?� "R��` 1�,`�Total� � t{h L� rks�'K, 1-Trimmer-SPF 3.00" , .;,3.00" 1.50"' 1125 562 1687 Plorle/ 2-Trimmer-SPF 3.00" 3.00° 1.50" 1614 1268 2882 None Mu } Y Tfttiltterl/ 0@efd ntRoprii T ar r' 1-Uniform(PLF) 0 to 14'6" N/A 90.0 Gable Wap Load 90# Pif _ 2.-Point(lb)_ 10' f. N/A 1267 1830 10' Beam,Support 1 ia SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of ila products w81 be M aaordarrce wRh Weyerhaeuser product design criteria and published design values.WeyeNaaeus�expressly disclaims arty other warranties related to the software Refer to arrest Weyerhaeuser literature for installation details. (www.woodbywy.mm}Accsssories(Rim Board,Blodcing Panels and Squash Blocks)are rrot designed by this software,use of this software is not intended to dreumvent the need for a design profs oral as deY�mined by the authority having)urisdicHOn.The designer of record,builder or framer Is responsible to assure that this calalatiorl is compatllde wtth the overaN project.Products manufactured at Weyerhaeuser ibclities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Contractr Forte Sokware'Ope"rotor .:.Job Noies 7/13/2015 8:39:43 AM Andy Shakiiks Battista Remo Forte v4.6,Design Engine:V6.1.1.5 Midcape Lumber 6 Dolphin Ln. (508)398-6071 Hyannisport MA Gronski Battista Remo.4te ashakliks@midcape.net Page 3 of 3 T7ie Commonwealth a,f-Vassadiusetts Departrnewt of lndustrial Accidents Off rr-e of.£nvestigad MIS - 600 Washington Street Boston,41A 02111 wrvntmas&gtav dirt '"tarkers' Carnpensat an Insurance Affidavit:Bgilder-s/GantractorslElectricians/Pluinbers Applicant Informafian Please Print Legibly Name(Busmeessganizatianflndivnal} Address:114 l`7 „ Cifiyl tatel = .hone-,u-- 71?-e 70-�8,3 Are you an employer?Checkthe appropriate bom Type of project(required): 1.❑ I am a employer with 4. ❑I am a general contractor and I employees(full andfor part-ime).* Haire hired.the sub-contractors; 6. ❑New construction 2AI am a sole proprietor or partner- fisted on the attached sheet:. I.,!►Remodeling slop and bane no employees. These sub-contrackors have 8_ []'Demolition worldnb g, forme in anycapacity- employees and have workers' 9. ❑Building addition [No workers'comp.insurance coup.insurance-1 r d 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions e officers have exercised their 3.❑ 1 am a homeowner doing all worl€.�, 11_❑Plumbing repairs or additioms myself[No Workers,camptight of'exemption per MGL - 12_❑Roof repairs i insurance required..]'a c.152, §1(4X and we have no employees-[No wormers' 13.❑Other comp_insurance required.] 'Any applicant that checks box#1 mast also fill out the section below skewing their wozjtere compensation policy infbrnuticccL 11ameawners who submit this affidati it iaditaGng they an!doia�-all WCA agd thM hire outside coatLactors Dn=submit a new affidavit iwhcat m.-s:ulL fContractm that check this!root mast attached as additional skeet shouting the name of the snub-contractDrs sad state whether or not those eaeitin bane en:piuyees. 7fthesub-contractors have empkyees,they must provide-their workers'comp.policy number. I aryl an emplgjwr that ispr4n dirtg workers'canWensaiori invirancefor my*ampky ees.. Below is the palicy and job Site , informafian. ` Insurance Company Name: Policy or Self-ins.Lit_ : Expiration Date: Job Site Address: City/StatelZtp: Aftach a copy�f the workers'compensation policy declaration page(showing the policy number and respiration date). Failure to secure coverage as required.under Section 25A of MGL c 152 can lead to the imposition of criminal penahaes of a fine up to$1,50D 00 and/or one-year imprisonment as well as civil penalties in the form of a STOP STORK ORDER and a Rime of up to$250.00 a day against the tiaolatnr. Be advised that a copy ofthis statement maybe forwarded to the Office of Investigations of the DIA.for insurance coverage yerificstion. Ida Jiere-y c under the pants and penabies ofpedury that the irifarrrta Vn pm irled abmv is true and correct Sitmature: Bate: Phone ik -717- 970 —6 e 0} Cc-) Official use only. Do itot write in this area,to be couip&ted by city artoim o fidat City or Tome: PerimtUcense# Issuing Authority(circle one): 1.Board of Health 2.Buiilding Department 3.Qtyffown Clerk 4:Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: ` Information and Instructions )Vtassarhusetls Ge�aeral Laws chapter 152 reties all employers to provide workers'compensation for their employees. puusua atto this side,an emplzyee is defined as."-.every person in the service of another under ray contract of hie, express or implied,oral or written." An enTroyer is defined as"an individnal,partnership,associafion,corporation or other legal entity,or any two or more including the le gal representatives of a deceased employer,or the of the fore engaged is a Joint enterprise,and irl representati receiver or trustee of an mdividnal,partnership,associafion or other legal entity,employing employees. However the owner of a dvmlli ag house having not mare than three apartments and who resides therein,or the occupant of the - dwelling house of another who employs peon to do maintenance,construction or repair work on such dwelling house or on the grounds or building appmten f thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also siat!.s that"every state or local licensing agency sha.II withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152,§25C(7)states`Ncithes the commonwealth nor ray of its political subdivisions shall enter mto any contract for the performance ofpubhc work-until acceptable evidence of compliance with the fimuran ce._ requu emus of this chapter have been presented to the contacting au ihodty." : Applicants Please fill ot± the workers'compensation affidavit completely,by cheep ine boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s) along with their certificate(s)of in�ce. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)withno employees other than the members or partners,are not mgrun-ed to cant'workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit maybe submith!�:d to the Department of Industrial Accidents for conformation of insurance coverage. Also be sure to sign and date the affidavit_ The affidavit should be returned to!he city or town the the application for the permit or license is being requested,not the Department of Ldustrial Accidents. Should you have arty questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-i sarance license number on the appropriate line. City or Town Officials t Please be sm-e that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the penuitllicense number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit mdiratmg current policy mfbm.tj n (if necescacy)and under"Job.Site Adnress"the applicant should write"aII locatives fir (city or town)--A copy of the-a.ffidavit that has been officially stamped or marked by the city or town may be.provided to the applicant as proof that a valid affidavit is on file for fuse peruufs or licenses A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e, a dog license or permit to bun leaves etc.)said person is NOT required to complete this affidavit The Office of Investigation would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call- The Department's address,telephone and fax number. T7�e Co.mnjanWealt3r of Mas,-achvs-P-tls ' Degailment of llidusfdal Aleuts dice ref favegt�gatio.� �Q� tau t Bostozi�MA 01 111 Tot.4 617 t�7---900 Qxt 406 or 1-9 —SAFE Fax 9 617-727-7M Revised¢24-07 &ma e-gavl ia i A WC Guide to Wood Construction in High Wind Areas: 110 mph WhId Zone Massachusetts Checklist for Compliance(780 CNIR 5301.2.1.1)' 0 Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)......................................................................................................I........I...110 mph Wind Exposure Category........................ ...........B 1.2 APPLICABILITY Number of Stones ..............................................................(Fig 2)............................__L stories s 2 stories ✓ RoofPitch ..........................................................................(Fig 2) ........................................... s 12:12 MeanRoof Height ..............................................................(Fig 2):................................................ t s 33 �- BuildingWidth,W...............................................................(Fig 3)............................................... ft 80' BuildingLength,L ..............................................................(Fig 3)............................................... ft s 89 Building Aspect Ratio(LNV) ...............................................(Fig 4).................................................. s 3:1 Nominal Height of Tallest OpeningZ ...................................(Fig 4)................................................ s 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.................................................................... ......:......................................................... 2.2 ANCHORAGE TO FOUNDATION'.3 5/8'Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general..........................................(Table 4)............................................... in. ✓���%/Y� Soft Spacing from end/joint of plate ............................(Fig 5)..................................... in.s 6"—12' Bolt Embedment—concrete.........................................(Fig 5)................................................._in.a 7' Bolt Embedment—masonry.........................................(Fig 5)............................................ in.Z 15" Plate Washer...............................................................(Fig 5)...............................................Z 3"x 3'x'b° 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................:...............:.. Maximum Floor Opening Dimension...................................(Fig 6)............................_ft s 12'or U2 or W/2 Full Height Wall Studs at Floor Openings less.than 2'from Exterior Wall(Fig 6)........................................ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7):.............:.....................................—ft s d / Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................._ft s d ......... ..........................Floor Bracing at Endwalls...................................................(Fig 9)............................. /.Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................— Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55)....................... in. Floor Sheathing Fastening..................................................(Table 2)..$d nails at G in edge/ f in field 4.1 WALLS /�LL, Iv,C r r/ G/�11"5 i" ✓1/O/�L.41iy/f 1.�9/1/�cF" Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... ft s la Non-Loadbearing walls................................................(Fig 10 and Table 5)............................7- ft s 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)....................0 in.s 24"o.a d Wall Story Offsets ........................................................(Figs 7&8)............................................—ft s d 4.2 EXTERIORWALLS3 Wood Studs Loadbearing walls.......................................:................(Table 5)..............................2x__ ft in. Non-Loadbearing walls................................................(Table 5) .............................2x G `7 ft—in. J Gable End Wall Bracing' ell, FullHeight Endwall Studs............................................(Fig 10).................................................................. WSP Attic Floor Length................................................(Fig 11)............................................. ft ZW/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................,ft Z 0.9W 7 2 x 4 Continuous Lateral Brace cQ 6 ft.o.c. ..(Fig 11)............................................................. Double Top Plate Splice.Length ...........................(Fig 13 and Table 6)..................................... ft ✓ Splice Connection(no.of 16d common nails)..............(Table 6).......................................................... A WC Guide to Wood Construction in High Wind Areas: 110 mph If Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)..............(Table 7).........................................I.............. Y- Non-Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)...............(Table 8)............................................ .......... 2_ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..................................I ft 7- in.s 11' Sill Plate Spans ........................................................(Table 9).................................._Q ft_in.s 11' / Full Height Studs (no.of studs).....:.............................(Table 9).........................................I.......I...... ; Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9).................................. 13-ft 2- in.s 12, Sill Plate Spans...........................................................(Table 9)..................................g ft_in_s 12" Full Height Studs(no.of studs)....................................(Table 9)............................................ ............ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously" Minimum Building Dimension,W Nominal Height of Tallest Opening2 .............................................................................. 1&6'8° f� SheathingType..............................................(note 4)........................................................ Edge Nail Spacing.........................................(Table 10 or note 4 if less)......................., in. Field Nail Spacing..........................................(Table 10)................................................. /;a- in. Shear Connection(no,of 16d common nails)(Table 10)................................................... �r Percent Full-Height Sheathing.......................(Table 10)................................................... o �_ 5%Additional Sheathing for Wall with Opening>68'(Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest OpeningZ.......................................................................(, 6'8" SheathingType..............................................(note 4)...................................................... Y_y_ i° Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ G in. 7 Field Nail Spacing..........................................(Table 11)................................................. 12- i Shear Connection(no.of 16d common nails)(Table 11)..................................................... ty ..3/n�s' Percent Full-Height Sheathing.......................(Table 11).................................................... 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?........................................................r..... ................................................................ 5.1 ROOFS /Z?��'f %n/d% // /��� 5 s _`'/5��f.�5 Roof framing member spans checked?...................:...(For Rafters use AWC Span Tool,see BBRS Website) T 4� Roof Overhang ...................................................(Figure 19).............. ft s smaller of 2'or L/3 / Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= pif Lateral........................................... ..(Table 12).............................................L= pif Shear...............................................(Table 12)............................................S= pif Ridge Strap Connections,if collar ties not used per page 21.....(Table 13) .............................T= plf Gable Rake Outlooker.........................................(Figure 20).............. ft s smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. Lateral(no.of 16d common nails)...(Table 14).................................'......L= lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 69).................. Roof Sheathing Thickness...................................................:....................................._in.a 7/16"WSP Roof Sheathing Fastening...........................................(Table 2):......................................................... Notes: 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a 2. Exception:Opening heights of up to 8 ft shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness.pressure treated#2-grade. License or registration valid for individul use only Oftice of Consumer A.ffhirs&Bnsiaess Replation ME teAPROVEl6EIJT � before the expiration date. If found return to: 0tstration, t PACTOR Office of Consumes•Ames and Badness Repletion xplra0on. . I3SA 10,Park Plaza-Suee 51-70 Boston,MA 02116 JIM GRONSKI CON JAMES-GRONSKI 14 AUNT ZILPAS RD � q�✓ r.� WEST CHATtlAM,MA 02 �b Undersecretary Not valid without signature spa i��asett6-f eaartment of PtabBlp-, �g.- c#.I s�tis -P'Gu ltti"s Stas?s s 3. ;�:' " Caastructfou.Sa�r!isor'• . 'r �,,,� I_icens:CS401345 F JA GBONII PO BOX 16714 Rfk WEST CHATHAM vfNr�fiiS5r30C�e�:'- :"t'�:195 �� Y �T Tov�i of Barnstable �. Regulatory Services rt steuxl.Te87F * . y MAM Richard V.Scab,Director r Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.townbarnstable.ma.us Office: 508-862-4038f Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder cam. ,as Owner of the subject property hereby authorize : i m �1 (1 s(L �O A<- (Z.c� act on my behalf, in all matters relative to work authorized by,this building Pewapplication for' ` 'pa' h L , a:� Vs �a G ZGol ire N �� / '� (Address 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. a 1 , Signature of Owner Signature of Applicant ass �`�.. V �: `/ice /� �Gl,• .�, t Print Name Print Name Date . ... QTORMS:OVNERPERMISSIONPOOIS Town of Barnstable Regulatory Services �� T4 Richard V.Scali,Director ° Building Division IMINSTAR*4 F Tom Perry,Budding Commissioner MASS 2. �6. 200 Main Street; Hyannis,MA 02601 www town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNM LICENSE EXEMPTION Please Print DATE: JOB LOCATIOR number strut village name home phone# work phone# CURRENT MAII.ING ADDRES S: city/ft wn stab., up 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 OR HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned`.`homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations_ - The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signatue 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 he exempt from the provisions of this section(Section 109.1A-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,RuIes&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 Iast 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. Q:1wPFII ESvFORNjnu9dmg permit fonns1EURESS.doc Revised 061313 i . i . NSTABLE 2'-611 x 4'-011 I'_6° x 2'-O" 2'-6" x 4'-O" 2'-6" x 3'-O" P"ta a 1530D 2'-6" x 4'-07'-6" x 4'-0I' ill®��� i®'-4" ----------------- -- -=------------ _---_---- --- y.wdaxw.uw��.. �"ssmnm.r 11' tt1 %211 fit In 1 111 fit � �- �dm 1 �'od 3 111 111 x 1 Tj Irl N Itl � Q � ��®��� Extsting sunroom, concrete slab floor, with storm panels 1 111 For sidewalis, Beams extend N 111 ,TIT, from exterior house wall to Existing covered carport with 1 I �&) 2'-4" 1'-ii" 2'-6" - `Tlr'end of carport. Beams o paved driveway to remain,supported by 4 x 4 posts.4'_0 See Revised floor plan for changesML p cal 3'-0, 2=6" — — — — - - - - - - - - ni O 3'-Ou n, 1„ C14 Q E ETCTORSREVIEWED- S `.rrr C' Existing home, interior gutted by others, because of extensive 13riNSTABLE BUILD G DEPT. DATE water damage. All interior partitions, window and door openings x 4 Bdm 2 In main house to remain as is, except for changes noted on � 1 11 FIRE DEPARTMENT DATE Revised door Ian. Number of bedroom to remain the same. - 111 x R P Dimensfons for exisiting wall and window and door locations BOTH`-'!G2A14TURES ARE REOUIREUFOR PFRAI+ITIN(w t; �— approximate. Windows in main house are Andersen and will will remain x 111 sit _ N 111 N III _1 1 IL x 4'-0" 2'46" x 4'-0" 2'-6" x 4'-0" 2'-6" x 4'-0" L) -6" 15'-To" 31- Jim Gronski Construction Project Name: Client; Drawing Name: Scale: Date: DWG, NO. 14 Aunt Zilpas Rd dome renovation Barbra eattista PO Sox iron fo Dolphin Lane 3ro Valley View Lane Existing Floor Plan 114" l'-O" Oct. 2, 2015 1 West Chatham, MA 0266,13 West i-lyannisport, MA 02601 New Milford, CT 06116, t CSL* i01345 203-189-1345 or 22'-O" —11-45/411 15 -5 " 111-3v8" 3'-1056 2'-9,11 x 4'-011 2'-9,11 x 4'-0" 2- " 1 0 o Kitchen cabinet �'-'1%5" x 4'-5%57'-'i�S" x 4'-5�'Y-'i%2" x 4'�5%h" x layout to be - ---11 - - - 1 1 , determined Q� ' I 1, 0 �athec�ral — , O 1 i' 111 ry eiling iced 3 Gathe�lral oiling 11; ij ;,; �dm 1 / slcylhgh w / skyIi ht il- 't AI I Exisitng structural posts, 5 I . ,.:Build u floor to matt - p beams and roof to remain. ® g L _ J _ I existing main floor line, ® 2 O 111 c > ® 11 „ 1 1;using pressure-treated 2 - 1 3/4 x 11 �/8 microlam 1 ,, _ 111 cFM 1l,sill plates and 2 x 8 floor --' beams to carry gable end 1 1, 1 ,11 i,joists 16 OC with 3/4 and support structural ridge ' '1 of "' 1 ' ':subfloor. Raise existing 1 11 1 11 -� 1 11 1 11 ry of 2 - 1 3/4" x 5 1/211 microlam 1 1 1 „ 04 3-O 2-4 2-4 2-4 �Geiling t0 -i-�o above now a 4 41-6 , ,floor line. Roof line to co - - - - --------------------------- ;remain as is. _ - - 3'-O° 2'-4° - - - - rV ------------------------ --- - - Fi 1 1 x 111 N (V o Frame wall to support ridge in this area v ® x -- Cathedral Ceiling framed in o o cFM o I III 1 .0 Jr —13 I11 dm 2 Living room, Kitchen and bath q r ---R'---' 111 Structural Posts to support ends of beams 4 2nd bath and j' b installed down to foundation or footings as Laundry area. 1- 111 � jp III I11 required. ' jE 111 III 1 ' -loll_ - -- -- --------- -------------- -- rQ 1 --- --_3-O 01 11 " 1 1' 11 11 ' 2'-6 x 4`-O" 2'-ro x 4-O 21-6 x 4'-O 1 SI-11 "Sn 13'-83/4° 2'-il" 6'-95/811 _B'-=1_ -211 '_ -loll 41 381-0" 101-0" 121-0'1 (c01-o" Jim Gcronski Construction Project Name: Client: Drawing Name: Scale: Date: MG, NO. 14 Aunt Zilpas Rd Home Renovation 5arbra Battista PO Sox 161 Dolphin hin lane 36 Valley View lane Revised Floor Plan 11411 l'-0" Oct. 2, 2015 West Chatham, MA 02669 West la4yannisport, MA 02601 New Milford, CT 06`�-16 w/ electrical layout � �" CSL 101345 203-168-1345 Exisitng 2 x 8 ridge board Door and Window Schedule supported by 2 - 1 3/4 x S 1/2 microlams w 1 - 1 3/4 x 1 1/2 Exisitng Roof system microlam in between, fastened 2 x 6 rafters w/ 1/2 ply Mark Qty Manu ar with Simpson screws, per code. shtg and asphalt shingles Size Comments New ridge supported by 4 x ro Exterior steel entrance door posts on each end Add 2 x 6 nailers to form i i Therma-Tru 3/0 x 6/8 for 2 x 4 wall construction sloped cathedral eeiltng, Roof system to be insulated 2 1 Therma-Tru 3/0 x 6/8 Exterior steel entrance door with closed cell spray foam for 2 x 6 wall construction 2 - 11 1/8 microlams to support ex s ng gable end and new struct — - — - — 3 Johnson/ Masonite door panel with Johnsen ® ® ® ® ridge . 1 Exisitng 2 x 4 wall cavities Masonite 3/9 x 6/8 pocket door hardware insulated with R-13 batts i Masonite 4/0 x 6/8 2 - 2/0 x 6/8 masonite 4 x 4 structural posts end , „ doors pre-hung as i unit end t support new beam New exterior walls, �� � �� x Andersen windows with 2 x 6 pp 2 x 6 plates and studs A Andersen u w / 1/2" plywood sheathing 5 TW2432 3'-4 -1/8" jamb extensions R - 20 batt insulation and Yelux Velux manual skylights 1/2" drywall. Exisitng 4 x 4 g 2 VSC04 w /flashing kits structural -pos4sl^emaining to support exisitng structural beams Exisitng 4" concrete pad New floor system to match exisitng supporting exisiting roof system. First floor in main house. 2 x 6 PT plates mechanically fastened to concrete pad. Joists 2 x 8 w / 3/4" plywood subfloor 1" rigid foam on concrete pad and 10" fiberglass insulation R - 30 between Joists. Cross Section A r i WG Jim C-�ronski Construction Project Name: Client: D aw ng Name: Scale: Date: D . NO 14 Aunt Z(Ipas Rd Home Renovation Sarbra 5attlsta PO Box 16l 6 Dolphin Lane 36 Valley View Lane Cross-section ,4 with 1/4" m 1'-0" Oct. 2, 2015 � ®T West Chatham, MA 0266-B West H- annlsport, Mao 02601 New Milford, CT 06116 Door and Window Schedule CSLO 101345 203-158-1345 , m- is a . . B y T .. nh3 C t. F �. T1 i t 1 e 4 CIA t ffi - s M `r , ' * - POT 4-r , A . 71 . ,.. s. y s i -,. i�, , Rat r 3 4 , x r y M1 i� yy , 1 t. kAl .-r , ri._ _ 5�. it - M a�- - _ New 3/0 x 6/8 door his wall section only Exisftncg piers and posts Front Elevation new work. No roof work exisitng roof is remaining as is j. Jim Gcronski Construction Project Name: Client: Drawing Name: Scale: Date: DWG, NO, 14 Aunt Zilpas Rd Home Renovation PO 15ox 16 6 D Barbra Satttsta ®� Dolphin Lane 36 Valley View Lane 1/4" = V-O° Oct. 2, 2015 4 West Chatham, MA 02669 West Hyannisport, MA 02601 New Milford, CT 06116 Front Elevation C�1 * 101345 203-18i3-1345 I Exisiting walls ' I New exterior wall xisting piers and structural {costs Rieht Elevation • Jim Gronski Construction Project Name: Client: Drawing Name: Scale: Date: DWG. NO, 14 ,aunt Zil as Rd p Home Renovation Barbra Battista PO Sox 1& 1 6 Dolphin Lane 36 Valley View Lane 1/4" = 1'-0" Oct. 2, 2015 � ®� West Chatham, MA 026613 West Hyannisport, MA 02601 New Milford, CT 06ll6 Right Elevation C�1- 1®1345 203-158-1345 New skylights his wail section only new work. No roof work, Rear Elevation exisitng roof remaining as is. Jim Gcronski Construction Project Name: Client: Drawing Name: Scale: Date: DWG. NO. 14 Aunt Zilpas Rd Nome Renovation Barbra Sattista �^ PO Box I&I 6 Dolphin Lane 36 Valley View Lane 1/4" = i'-O" Oct, 2, 2015 ro ®� West Chatham, MA 021oros West p H annis ort, MA 02601 New Milford ro CT O "ilro Rear Elevation y CS1_* 101345 203-��5-1345 J ro 0, V2 ——————————— — I � I 1 f+ 1 1 1 1 A 7.i 7 1 1 1 1 — ———————————————————————-—————————————————————————————————————————————— 1 1 a———————————————————————————i /777777777777 1 1 1 1 1 1 1 1 1 1 _ I ___ ____ __ ————————————————————T 1 1 , I 1 111 1 1 111 Exisiting Basement and bulkhead. 11' 1 i 111 Only access to basement is through ' 1 1 1 bulkhead. No work to be done in basement ® 1 1 ' 1 i 111 --------------; , i I 1 I♦M NP 1 I 1 1 1 111 A 1 1 1 -- 1 1 111 CV 1 1 1 1 1 1 1 1 1 a__� I 1 1 1 111 1 1 I 1 1 1 1 16 111 i — ----------------------------------------------------------�-- - -+------------------------------- m ' 1 —T——————————————————————————————————————————————————————————Y—— — — — — — —,—————————————————————— 7 1 lu • I 1 1 1 1 1 1 I 1 1 1 1 , 1 1 111 Ii a——————————————• 1 1 I �., 111 1 i 1 1 1 I 111 I I 1 , I II1II 111 t , - 1 1 I j� )11.♦ 1 1 1 1 i I 1 1 1 ,It 1 1 1 1 111 1 1 1 , 111 I 1 1 1 I I11 1 1 1 1 1111 1 1 1 1 i 111 1 1 1 1 111 1 I 1 1 111 1 1 1 1 111 1 1 111 1 1 ; ; If•. j1L 1 1 1 i ------------------------------------------------------------------------------------------------------------------------------ —'1 1 1 ' I ' 1 1 a_ ———————————————————————————————————————————————————————————————————————————————————————————— —————————————————— 38'-3" 9'-10�2" 121-01 1 60'-1 12" Jim Gcronski Construction Project Name: Client: Drawing Name: Scale: Date: DWG, NO. 14 ,Aunt Zilpas Rd Nome Renovation Barbra Battista PO Box I&I 6 Dolphin Lane 36 valley View Lane 114" = 11-0" Oct. 2, 2015 West Chatham, i"1AA 02881B West Hyannisport, MA 02601 New Milford, CT 06TT6 Basement Plan C81-0 101345 2o3-�t88-1345