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0128 OCEAN VIEW AVENUE
HEATLOK SOY 20 + 0 Company Name ,, ✓ C� '�^r Phone Number *- c Applicator Name ' '(, Installation Date . CO Jobsite Address - - A-Side Lot #'s n L �` 9 6 aQ T Permit Number . 3 B-Side Lot #'s �' ���6 6 7 Location of Insulation Thickness Total R-Value Approximate Sq. Ft. Walls cr cl� s al ll C) 000 AtticInturnescent Coating Used Location • . • - Rate www.Demilec* xom EMILEC TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Kod _ � -Map 0.3q Parcel , Application #_9— � I Health Division Date Issued Conservation Division ` Applicatio Fee Planning Dept. Permit F Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Village Owner Address okz_� r - Telephone r Permit R�enest i5� _57,�41 ---e / 57 Square feet: 1 st floor: existing propose 2nd floor: existing proposed ® Total new Zoning District Flood Plain Groundwater Overlay Project Valuation BVM�9. Construction Type9�- Lot Sized S Grandfathered: ❑Yes ❑ No , If yes, attach supporting documentation. Dwelling Type:/Single Family VTwo Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: O'Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ®'Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new e�,) — Half: existing / new Number of Bedrooms: --57-- existing aew Total Room Count (not including baths): existing gnew�First Floor Room Count Heat Type and Fuel: 2'6as ❑ Oil ❑ Electric ❑ Other Central Air: 'Yes ❑ No Fireplaces: Existing_/New D Existing wood/coal stove: ❑Yes 0'No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ tLr1D i8i 1] new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: OCT 13 2017 Zoning Board of Appeals Authorization ❑ Appeal # Recor'MR OF BARNSTABLE Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address ��- '�f� License # 4:!2 Home Improvement Contractor# Email b/-& C l_ldlrj;� MQ./.•6PM Worker's Compensation # y�o m l 7�Ot��"-0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE LL J FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER r DATE OF INSPECTION:` ,, FOUNDATION �`� ws FRAME '5 ""? DOB O B MO.. 1 J S INSULATION I- O o Ktj116&� -FIREPLACE ;.ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING f DATE CLOSED OUT r ASSOCIATION PLAN NO. t r - i The Cbm=ornveaWt q f 1• Ysrdrrrsettr. Deparafferxt cf rndas& a1Accxd uds 600 Wasidngtan Sireet Brrstart,AJA 02111 ' tE�rvt�tarasFgf�v/din - Warkers' Cu mpensAian Insurmce ATuLwit Builders!C+oatractarrs/EecbiciansJPhm3bers At4pp Iufarmaf gu Please Print Dame VY Ac-& dYIO�P/� Aires P 1q, Ar-e}ou ate. employer?Efrecktheappragriafeb= T f r L a eau 1 with 4'❑lama a general confrsctor and I . o project(require - am employees:(TuR andfor part-time)-* 1=eluredthe sub-contmetam 2.❑ I am a sole pruptdetotr or partner- listed va the,attached sheet,. 7. odedi>lg ship and have no employees nte-se sib-•ca-afradars have 8_ ❑Demolltioa �nm is employees atadhace wodmrs' adong � amp- ' Y��`- 'c �n�# - , 9. ❑B,uildiflg ad3iiiun . INff WP&MrS comp.insurance reT iced 1 5. E] �We area cotpozafian,and its 1 ❑Eieetrrcal repaus or a ddtixa>zs 1. 3.❑lama homeotimer doing all work officers have exercised their 1L❑Plumbingrepairs or additions. t myself[No w�kt?ss'comF- �• of efikm per MGL I-7❑Roof repairs inen=erequiEedj[ c.152,§IM andwe have no employees.�N'o wot�ers' 13_❑fltfiex comp.insurance required-] •�Y aPFEiaaad:�atchec�SUUax�l tffi�a14a fiIIo�th¢s>xHo¢heIow�dn�@ieor�uadcers'compeasa$a�pol"irgi�ofma'uaa_ �ffD�7eD91IIerS WhD SIlbQIIFt i�5�2[70`) 13iv_p�.Am�alfwa�8'd�tFlPChkiE autsidecaatmctatsasast 5ahmitanewa�SdatiR mdiaiiaa 5nrli TCa>mactars 2cbecX*ftboamtstxturT, sa21HE 1sheashoAmgtLenameofthesuVca=w-t zssndstdawhethecorno tImseematieshwe employees.1fthesuB-cant xctaeshn•eemp1gyea%1hqymmstpm i&theu w+dmn'camp.parkynumbm I am an emprgr freatrspratidbig It arkets'campem than inalrauca far my cmpra}wes $close is Air paMy'and jab s&r irL�at7R[ftfelL ' Ins-umn eCompanyName: Poficy-4,or Self--ins.Zic. 7 4 t7 `'�< "� spit afsouDate: �/ Job Site Addy ,o l/(�T `�°� !/`t� cifyfStafeltr— Attach 2 copy of the workers'compensationpaUrFilectaration page(showing the policy,Auer and espi-ation date). Faihzre to secmm coverage as requiredvnder Section 25A of MGL c-157—can lead to the imposition of criminal penalties of a fine up to$1,5aa OQ andfar one-year imprisonment,as Well as civil penalties in$re form of a STOP WORK ORDEAand s ftae of up to 0.00 a clap agaimst the violator. Be adtised that a copy of this statement.maybe forwarded to the Office of Investigadoas of the DIA for i Si ura ce-coverage yMdflcati= Ida h=w6y comfy tl�t�pam' s 's v fpeU*ry durtfiTie informa#zmrprmtirfedabmv it bars and correct Signature Bate ® / PhoneiF 0&d d use 4WIFy DO oat wrrte in fits area,to be winpreted by cafy artonll njgWfit City or Town: PerrmWLiceuse 9 Issuing Aufl r€ty(cn-r.Ie Ong): L Board of Ek-Affi 1 Building Department 3.City]Towa Clerk 4.Electrical Inspector 5.Plimibing Inspector 6.Other Contact Person: Phone#: r Information and lastructions r Massachvse:tfs Geamal Laws chaptrz 152 regimes aff=q3jay=to PITMEIF-W0IIX&colopm3atim for f.Dir employees_ p a ( sbtatp,an enployee is defined as' every pescin in die service of another=(I=auy ccE±xact ofh=�, express or implied,oral orvuftbm" Aa e�z &Y,7 is defined as_an individual,P��,associativa,crnporation or other IegaI entity,or�Y two or more of the foregoing=gaged in a joint tea,a d inchzdmg f e,Iegal jeprese hdvcs of a deceased emplayer,or the receiM or traste$of an fndividnal:pnta=hfp,=Deation or otherIegal entiiY,eMploYing=3'PloY=S'- However the owner of a dweIImghonsehs:&gnotmarDtb=II ee apartments aadwho resides fhmafn,orthe occupant ofihe- dweIImg house of another who employs pemons to do main -c ,cons action or repair work on such dwelling home or OIL flee grotmds or budding agpmL a th=to shannotbmayse of sarh cmploymeutbe deemedto be an employer." MGL cdiapfPr 152,§25cC6)also sites that¢�ay slate or local Iiceusmg agencY shall�rHihDId Hie issuance or renewal of a Been se or permit to operate a business or to consfruc#bm7dtags zu the comxuoa�eat$i for Grp aPPhcan-twho has notprodnced acceptable evidence of compIIaneewid3L tbr-imurance coveragerequ� Addtd onally,MCH- tea ISZ (7)states-W&ther the c===- We2i nor lay of its political snb lions Shan curter into any mad for theperE=ance ofpublic wmku3til acceptable evidence of campliancewit fhe inm*mCS.. CUfS of this chapter have 1;eenpreSM3frdto the nnnfra_r1�i��.aathouty." APpH� PIease fol oil Elie 'compensation affidavit completely,by dierlang boxes apply to your s aiiDn and,if i necessary,suPP1Y gpb-CoIIfrdLtor(s)name;S), addresses)anddphone number(S)alongwiththa r celfdacatc(s)of m=aam. Limited LiabUY Companies(ILQ or LmntedLiabr7ityPmt1=hips(LLP)withno=:rpIoyees offier filar the members or pazfncas,are not rimed fn cagy wark¢s'camp ensafion f=ance. If an LLC or LLP does have empIoyees,apolicyisrequired. Beadvised-fhet this af idaya maybe snhmiftedtotheDepa-imeutof lndusfrial AccidentS for confirmatfnn of fnsXMce coverage Also be sure to sign and dat ache atfdavit The affidavit should bDTr tamed to•ffie city or town that fhe application for tine permit or license is being regoesbA not the D eputmmi of hjhmb a1 A-=dM:L-L Shouldyou b$ve;any qncstonsregaromgtTicIaw or ifyou are rued to obtam a worio<rs' con I msation policy,please call tjio Deparbne.±at the ramrbea list below: Self-insured companies sh ouId enter their self-;,,� ,ce license amber on Elie appmgaate Line. City or Town Officials t Please be sure that the a$davif is complete and priof'ed legibly. qhe Depaztrue�thas provided a space of 13ie both= of the affidavit for you to f M Dirt m tho event the Office oflnvmtig has to confactyouregarding the'applicant Please be s to f L in the p=itllfceose mrnber which wM be used as a reference M=Dber. In addition,an applicant ure that must sabmiL mubiple pem tUcease appliesions in any given year,need only submit one affidavit;�,r9�f g�t p o]icy im�ro ation Cif necessary)and under`mob fi�ess"the applicant should write�aII locations is (�Y or town).-A copy oftIC;-affidaeffiathas bey officially stamped or markedbyihe city or townmay beprovided fo�e applicant as proofthat a sflid affidavit is oa fie for fotore'p=3�s or licenses. Anew affi.davitmust be filled oil each year.V7here a home owner ar•citizen is obtammg a license or peamit not related to b hihssin a e commercial Yenf CI- _a dog Iimmc or pemh to bum leaves etc.)said pezvm is 1`IOT req�red to C:D this affidd avit The Office of Ind wow b to thank You in advance for yota cooperation and should you have any gaes i=, please do nothesifate;to givens a call TEE Depfrfii mf a address,telephmae and fax number: + i Degaz Mt cifIadm ialAuden =05-r � gatio> � EI�111 TciL 4 GEF-T2749W=t 4-06 or 1477 lvi'A R� Fax 9 617`27 7M Kevised424-07 gpl dia- J. T ' AWC Guide to Wood Construction in High Wind Areas:110 mph end Zone Massachusetts Checklist for Compliance(78l)cn_IR' 5301.2.1.1)� Check 1.1 SCOPE Compliance Wind Speed(3-sec.gust).....................:............:....::...:..................................................:......:..........110 mph WindExposure Category.................................................................. ......................................:........:.............B 1,.2.APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories 5 2 stories RoofPitch ..........................................................................(Fig 2).........................................:. . 512:12 MeanRoof Height ..............................................................(Fig 2)...................:............................._ft <_33' BuildingWidth,W. ....... .. . .......... ..............r (Fig 3). ............................................. ft s 80, BuildingLength,L . ................................................. . .....(Fig 3)................................................._ft 5 80, Building Aspect Ratio(LNV) ................................................(Fig 4). ....................::........... 5 3:1 .......... .:.:. Nominal Height of Tallest Opening2 ....................................(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 Concrete................................................................:..,..:.:...:.:..........:.........................:.......... ConcreteMasonry............. ................ . ............. . ..... ...................................................:.. 2.2 ANCHORAGE TO FOUNDATION'13 L 5/8"Anchor Bolts imbedded or 5l8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ................................. ..... (fable 4)..........................................I.... in. Bolt Spacing from endroint of plate :...........................(Fig 5)..................................... in.5 6"—12" Bolt Embedment—concrete................. in 7" (Fig 5)............................................... Bolt Embedment—masonry.........................................(Fig 5):....................:........................ in.2:15" PlateWasher...............................................................(Fig 5)...... .........................................z 3"x 3"x'/•" , 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6 ( 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 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall......... (Fig 8). ....... .................................. —ft 5 d Floor Bracing at Endwalls.......::...........................I... ......(Fig 9). .. ....... ....... Floor Sheathing Type .........................................................(per 780 CMR Chapter 55).................................... Floor Sheathing Thickness ..:...........:..........................I.......(per 780 CMR Chapter 55)....................... in. Floor Sheathing Fastening. ...................................:.......(Table 2). _d nails at in edge/ in field 4.1 .WALLS Wall Height Loadbearing walls................:.......................................(Fig 10 and Table 5)................::......... ft 510, Non-Loadbearing walls................................................(Fig 10 and Table 5)........::........:........ ft 5 20' Wall Stud Spacing ...(Fig 10 and Table 5 in.s 24"o.c. { WallStory Offsets .........................................................(Figs 7&8)............................. ...... _ft 5 d 4.2 :EXTERIOR WALLS' Wood Studs Loadbearing walls........ ......................... .....................(Table 5)..............:... . ........2x -_ft_in. Non-Loadbearing walls................................................(Table 5)..... . . ........ .2x ft in. Gable End Wall Bracing Full Height Endwall Studs........................ Fr 10 WSP Attic Floor Length Gypsum Ceiling Length(if WSP not used)..................(Fig 11). ........................................ _ft Z 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. . (Fig 11). ........................... ............ ..... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length ..................................................(Fig 13 and Table 6)................................... ft Splice Connection(no.of 16d common nails) .............(Table 6)......................................................... 1 1 1 AWC Guide to Wood Coisstruction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)t Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(rabies 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) HeaderSpans ........................................................(Table 9).................................._ft—in.511' SillPlate Spans ........................................................(fable 9)..................................—ft—in.:;11' Full Height Studs (no.of studs)...................................(Table 9)........................................................ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9).................................._ft_in.512' Sill Plate Spans...........................................................(Table 9).................................. ft--in.512" 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 OpeningZ ............................................................................. _5 6'8" SheathingType.............................................(note 4)...................................................... Edge Nail Spacing.................................:...... (Table 10 or note 4 if less)....................... in. FieldNail Spacing.........................................(Table 10)................................................. in. 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 Dimension,L Nominal Height of Tallest Opening2 . ................................................. ............ s 6'8" z SheathingType.............................................(note 4).................................................... Edge Nail Spacing. ..........:............................(Table 11 or note 4 if less) .................... in. FieldNail Spacing .......................................(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)..................... Wall Cladding Ratedfor Wind Speed?............................................................................................................................. 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)............._ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............I................................U= plf Lateral.............................................(Table 12).............................................L= plf 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 5 smaller of 2'or U2 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 59) ........... Roof Sheathing Thickness........................................... ................. ..................... _in.z 7/16"WSP Roof Sheathing Fastening ..........................................(Table 2).........................................................._ . 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 1 Ba and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11, 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. AWC Guide to Wood Construction in Sigh WindAreas:110 tnph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1), . 4 a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: L Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall;be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment "VMM THIS EDGE F&M ON - FifihMING VW8d NAILS, ATv., 11 rT- 11 1! 11 11 1 11 n 11 1 11 - 11 11 1 ' 11 rl 11 • 11 11 11 r _ 11 l � 11 11 N 1 11 11 1 li G Ilyl II,F 1 ' it ii I a l F 11 Q II 11 mpp n ri st ' Z i 10 ii ii ' 4L I/ IS i l 11 1 93 =' u 11 ..t a 11 • /r7� n rl Qp r - , 11 a rr W 1 _J ,IJ Lt - It 'j 11 11 � 1 Q 11 Il W 1 U F- i-� if ii 'Ts i u I 11 11 .11 WJME EDGE 4L41LSPACpW3 _ l i 1 VA18Et_ v} See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment r 7 AWC Guide to Wood Construction in Sigh 971nd Areas:110 mph find Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 0 d a � tt 1 � , 'r 1; , PPAMN6 MEMBERS IL IEDGEWERMEDIATE r r i . � I � � . sre• , --S--i—------- ---L--- ------- -----�- STAGGERED 3'MML ?WLPATTERN � PANEL PA}9r"+ EDGE DOU13LE NAO_EDGE SPACM DETAL Detall Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas:*110 mph Wind Zone, Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)t FAQ*: WFCM Checklist Question: I understand if a new home is built in a town in a no mph wind zone then the American Forest and Paper Association (AF&PA) Wood Frame Construction Manual can be used to.prescriptively design it. I also understand that in some cases the home can be framed per the WFCM ioo mph Guide, if it meets certain requirements including but not limited to aspect ratio, roof height, number of stories, and exposure category(B). I have heard that Massachusetts has a `.`modified" checklist that can be used instead of the checklist at the end of the Guide. Is this true and what can you tell me about this "modified" checklist? Answer: You are correct on the items that you have noted. MA has modified the checklist in several important ways. The MA version allows a roof with a pitch up to and including 8 in 12 to not be "counted" as a story. Further it does not require steel hold downs and straps in many locations if full height sheathing is used as defined in the MA checklist. Further, if the building will have furring strips installed in'the ceiling abutting the gable wall then 2 x 4s installed on top of the ceiling joists are not required. There are other changes as well that were not noted here. The MA version of the checklist was formulated in recognition of the highly regarded framing methods used in MA for many years and wood framing that has been used in North Carolina over the past to'to 15 years which has performed well in severe hurricane weather in that state. Answers to FAQs are opinions of the BBRS Staff and do not reflect official positions or code interpretations of the BBRS. 1 REScheck Software Version 4.6.2 , Compliance Certificate Project Renovation Energy Code: 2015 IECC Location: Cotuit, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 128 Ocean View Ave. Grover Construction Cotuit, MA 02635 P.O.Box 1080 Cotuit,MA 02635 Compliance: 4.2%Better Than Code Maximum UA: 285 Your UA: 273 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Ceiling 1:Cathedral Ceiling 754 38.0 0.0 0.027 20 Wall 1:.Wood Frame, 16"D.C. 1,495 20.0 0.0 0.059 60 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 282 0.300 85 Door 1:Solid 60 0.270 16 Door 2:Glass 140 0.300 42 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,500 30.0 0.0 0.033 50 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Renovation Report date: 09/07/17 Data filename: Untitled.rck Page 1 of 9 �t REScheck Software Version 4.6.2 , Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not (PR1]1 energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate []Does Not 403.7 energy code compliance for [PR3]1- lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable u Manual J or other methods Btu/hr Btu/hr ❑Not Applicable approved by the code official. pp'cable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Renovation Report date: 09/07/17 Data filename: Untitled.rck Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to OComplies [FO11]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ONot Observable grade. ❑Not Applicable 403.9 Snow-and ice-melting system controls OComplies [FO12]2 installed. ❑Does Not u ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Renovation Report date: 09/07/17 Data filename: Untitled.rck Page 3 of 9 Section Plans Verified Field Verified # Framing Rough-in Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FRI]1 ❑Not Observable ❑Not Applicable 402.1.1, ;,Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.3.6, ❑Not Observable 402.5 ❑Not Applicable [FR2]1 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable. 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR2011 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate<_2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >=3 inches in diameter and >_ R-6 where<3 inches.Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not []Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R ❑Complies [FR17]2 above 105'F or chilled fluids ❑Does Not 9) below 55°F are insulated to>_R- 3 []Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not G ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 zR-3. ❑Does Not iJ []Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. . []Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Renovation Report date: 09/07/17 Data filename: Untitled.rck Page 4 of 9 Additional Comments/Assumptions: 4 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Renovation Report date: 09/07/17 Data filename: Untitled.rck Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, :Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 [] .Steel ❑ Steel ❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor,or floor [:]Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1. Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall [IN3]1 exterior,the exterior insulation ❑ Mass ❑.Mass ❑Not Observable G requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable []Not Applicable . Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Renovation Report date: 09/07/17 Data filename: Untitled.rck Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.11 i ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, 402.2.E ; ❑ Steel ❑ Steel ❑Not Observable [FI1]1 ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. []Does Not [F12]1 Blown insulation marked every 300 ftz. []Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [FI3]1 insulation?R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= ❑Complies [FI17]1 ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ftz ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification-may need to ❑Not Applicable occur during Framing Inspection. 403.3.2 Ducts are pressure tested to . cfm/100 cfm/100 ❑Complies [FI27]1 determine air leakage with ftz ftz ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [1`I9]2 installed for control of primary []Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [1`I10]2 on heat pumps. []Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: Renovation Report date: 09/07/17 Data filename: Untitled.rck Page 7 of 9 Section Plans Verified Field Verified # Final: Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies [F128]2 , have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable . desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water ❑Not Observable supply pipe back to the heated water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps.have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units<3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units<2 psi for individual units connected to three or more showers. 404.1 75%of lamps in permanent ❑Complies [FI6]1 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply.to low-voltage ❑Not Observable lighting. ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [F123]3 no continuous pilot light. ❑Does Not Q) ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Renovation Report date: 09/07/17 Data filename: Untitled.rck Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 Compliance certificate posted. ❑Complies [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Renovation Report date: 09/07/17 Data filename: Untitled.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): Window 0.30 Door 0.30 ON :. op � l ¢ k Heating System: Cooling System: Water Heater: Name: Date: Comments I I a� CERTIFICATE OF LIABILITY INSURANCE D 08/1/OD/420117 ) 0 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: PHONE FAX Applied Risk Iasuranae $erviCes, 1=. (A/C,No,Exq: a 1,FM.234-4420 (A/C.No) 877 234-4421 10825 Old Mill Rd E-MAIL Omaha, 1E 68154 ADDRESS: PRODUCER CUSTOMER ID# (877)234-4420 INSURER(S)AFFORDING COVERAGE NAIC f INSURED INSURER A: COntin@ntSal Iademaity C28258 Carey Grover INSURER B: dba Grover Building and Remodeling INSURERC: PO BOX 1080 INSURER D: Cotuit, MA 02635-1080 INSURER E: r CTL 1273 1371158 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN SR ADDL SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY �I ❑ DAMAGE TO RENTED R CLAIMS PREMISES(Eaoccumence S MADE OCCUR 1 MED EXP An one r $ 1 — PERSONAL&ADV INJURY $ -- I -- GENERAL AGGREGATE $ GEN'LAGGREGATE LIMIT APPLIES PER: ( PRODUCTS-COMP/OPAGG S POLICY PROJECT LOC 1 I $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT r- ❑ (Es accident) $ ANY AUTO IL�i ALL OWNED AUTOS BODILY INJURY Per erson $ SCHEDULED AUTOS BODILY INJURY Per accident $ PROPERTY HIREDAUTOS I (Per accident) dent) DAMAGE S NON-OWNED AUTOS S Is UMBRELLA LIAB� OCCUR. EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE Is DEDUCTIBLE El n $ RETENTION $ S WORKERS COMPENSATION. C STATU- OTH- AND EMPLOYERS'LIABILITY ORY LIMIT ER ANY PROPRIETOR/PARTNER/ Y/N E.L.EACH ACCIDENT $ 1010 0 0-0EXECUTIVEOFFICERIMEMBER N/A F 46-805700-01-1 08/31/201 08/31/2 XCLUDED? I� (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 It yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMY $ 500,000 El 1-1 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach Acord 101,Additional Remarks Schedule,if,more space is required) CERTIFICATE HOLDER CANCELLATION �,,,r�..,,. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Grover Buildi+4i � iW EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH PO Banc 1080 THE POLICY PROVISIONS. QOtuit, MA 02635-1080 AUTHORIZED REPRESENTATIVE Attn: Project Mager -- 17 8 3118 ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD ©1988-2009 ACORD CORPORATION. All rights reserved. ..,xo:..�:.-.Qa.<_.,. .a-�......_...,_�-.. .s.... --.-� ,.....,.._..� ..K _,_-;;,..;.9....v,;,,,,,.:. r...s...."�-.,,.,,..-.��s.,..u.+..,,..�,.,.,..:a.�.. .,....,.,>..,,..�......—...,,�.,r..e...ee...� ,..:,,•c.....,...m,�. ..,...�.N,... ara...sir+�......,,....,... Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CSFA-077754, Construction Supervisor 1 & 2 Family CAREY C GROVER' K .x. PO BOX 1080 - COTUIT MA 02635 .s CA, Expiration: Commissioner 11/22/2017 ✓✓/fiea�w�raa,�uuerall/a�C�llceu�c/u�el Registration valid for individual use only before the Office of Consumer Affairs&Busifiess Regulation g , ras HOME IMPROVEMENT CONTRACTOR expiration .date. If found return.to: Registration 144322 Type: q. Fe:of Consumer Affairs and'Bustness,Regulation Expiration 9123/201,8 DBA 10 Park Plaza-Suite S1Z0 Boston,MA 02116 GROVER BUILDING+REMODELING CAREY GROVER y 56 BOWDOIN RD y MASHPEE,MA 02649 - ►dersecretary Not vali ithout signature 1 Town of Barnstable _ Regulatory Services a • x�AuantRr� a MASS, Richard V.Scali,Director Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601. www.town.barnstable.maus Office: 508-862-4038 Fax: 508-790-6230 Property.Owner Must Complete and Sign This Section If Using A Builder !Ja S 0, ,as Owner of the property subject] hereby,authorize L— E G� UPGtf' to act on my,behal f in all matters relative to work authorized by this building permit application for. (Address of Job) j **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 ar performed and accepted. ignat.me of Owner Sigaatur of Applicant l�. Print Name Print Name Date Q,F0FJ&DOVNWERN0SI0NPWIS Town of Barnstable HAANSM_ $ r So s ;{ qF p r Building Post Ca This d That rt is Visible From the Street Approved Plans Must be Retained on Job and this Card Must be Kept * Posted Until'Final Inspection Has Been Made 6351• ` - s:: ' , .� , •, -:�z N y zEs _ 'fir x: t Permit + Where a Certificate of Occupancy s Rem red such Bwldmg shall Not be Occupied unti a Final InspeN�n has�been rriade Permit NO. B-17-3531 Applicant Name: GROVER BUILDING+REMODELING Approvals Date Issued: 10/19/2017 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 04/19/2018 Foundation: Location: 128 OCEAN VIEW AVENUE,COTUIT Map/Lot 034-048 Zoning District: RF Sheathing: Owner on Record: SIMPSON,THOMAS D&ANN M k` Contractor'Name.` CAREY C GROVER Framing: 1 Address: 4621 NORTH 26TH STREET Contractor License: CSFA-077754 2 ARLINGTON,VA 22206 Est Project Cost: $350,000.00 Chimney: Description: REMODEL EXISTING HOUSE AS PER PLANS.WILL UPGRADE SMOKES Permit Fee: $ 1,835.00 Q Insulation: VOLUNTARILY_NEW SCREEN PORCH on EXIST�IKG'_` CKt Fee,Paid " $ 1,835.00 Project Review Req: _ Date 10/19/2017 Final: Plumbing/Gas i Rough Plumbing: .. Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afterissuance. All work authorized by this permit shall conform to the approved application anclAhe approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street or c'oad and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Buildmg and Fire Officials are,provided on this;permit. Minimum of Five Call Inspections Required for All Construction Work Service: 1.Foundation or Footing 2.Sheathing Inspection _ Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed - 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low,Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Town of Barnstable - *Permit# 56700 01 . Expires 6 months from issue date X-PRESS PE#jMILT:or Services Fee S g Y �- DEC 2 0 20Pomas F:Geiler,Director 4ing Division TOWN OF BARN4T O Building Commissioner g 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-623 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY - Not Valid without Red X-Press Imprint Map/parcel Number. Property Address010 ❑ Residential Value of Work Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address V � C0/` 17 Contractor's Name Telephone Number, Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) w/workman's Compensation Insurance Chec one: I am a sole proprietor ❑ I am the Homeowner VI have Worker's Compensation Insurance Insurance Company Name 1415c5d1/dt Workman's Comp.Policy# 06C Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) ❑ Re-roof(stripping old shingles)-All construction debris will be taken to ❑ Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side_ replacement Windows/doors/sliders. 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. A copy of the ome Improvement Contractors License is required: SIGNATURE: Q:Forms:expmtrg Revise061306 The'Comrnonwealth of Massachusetts Department of Industrial Accidents € Office of Investigations 600 Washington Street Boston, M4 02111 www.mass.gov/dia Workers" Compensation Insurance.Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please.Prilit Le 'bl Name (Business/Organization/Individual): . >' Address: City/State/Zip: Gil✓�. �� Phone.#: 6rl (�J Are y an employer? Check the appropriate box: Type of project(required):, 1. I am a employer with 4. I am a general contractor and I ❑ employees (full and/or part-time).* have hired the sub-contractors 6. New construction . 2.❑ I am a'sole proprietor or partner- listed on the-attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g•. 0 Demolition working forme in an capacity. employees and have workers' [No workers' comp. insurance comp. insurance. $• 9. 7 Building addition required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions officers have exercse their 11. Plumbing repairs or additions .3. id❑ I am a homeowner doing all workh ig rea ❑ • P myself [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no employees, [No workers' . 131-1 Other comp. insurance required.] . •Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then lure outside contractors must submit a new dEdavit indicating such. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must pravidb their workers'comp.policy number. Iam an employer that is providing workers' compensation 'nsurance for my employees. Below is.the policy and job site information. Insurance Company Name: Policy#or Self-ins,Lic.#: Expiration Date: lob Site Address: City/State/Zip: L � Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date), Failure,to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonrnent, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to 5250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance'coverage verification, I do hereby certify under the pain ae perjury that the information provided above is tr e and rrect. Sienature: Date: Phone #: Official use only. Do not write in this area,to be completed by city or town>officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3;1,City/Town CIerk 4. Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: otJHE7 o 'Town of Barnstable. Regulatory Services sniwsTAMS, MASS, Thomas F. Geiler,Director eo :�b�� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 wyny.town.barnstable,ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, Y� S()�) as.Cvner of the subject property herebyauthorize to act on my behalf, Je in all matters relative to.workauthorized by this building permit application for: (Address of Job) 6/7 .. SignaueofQwnr ate e riot Name QTORMS:OWNERPERMISSION B6AR9:OF.BUILDI EGULATIONS 'ice.nsa CONS*RU ON,SUP.ERVI$.OR NumberrC,,�S\ 050234 Birth r e 09lfi 62 Tr.'no:, 29204 'Res-r c e 0 _-- MICHAECDELUG �+ t 568 SANTUIT RD COTUIT, MA%02635 commissioner r:! fil Expfratron �(LT/2008 !' t B�1ILDINCo& REM0DELING ga -; � � 7:A 02625 r - FH-26-2007(MON) 17: 58 NIALC01N1 N PARSONS INSURANCE (FAk) l7813441425 P, 001/`002 2/26/20 � ,� CERTIFICATE OF LIABILITY INSURANCE 02/26/20Y07Y) ' PAOCUCEH (181)s44-3200 FAX (7 61)344- 42S THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ! Malcolm L Parrsons Ins. Agcy. Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 6 Freeman 'St. HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P.O. BOX 527 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Stoughton, MA 02072 INSURERS AFFORDING COVERAGE NA1C p wsuREo Michael a UCJa INSURERA- Associate'd Employers Insurance DBA: Village Craft Building & Remodeling INSURER a' 569 Santuit Road --- — INSURER C COLUlt1 MA 0263$ INSLRERp --~-- -- T - INSURER E: - COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HA1,:BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANN CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THO CERTIFICATE.MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY TH:POLICIES DESCRIBED HEREJN IS SUBJECT TO ALL THE TERMS.€XCLUSIONS AND C0\CITIONS OF SUCH Pa-CIES.AGGREGATE LI.-MTS SHOWN MAY HAVE TEEN REDUCED BY PAID CLAIMS. Ii1 Tz SR ju OR TYRE OF INSURANCE P POLICY EFFECTIVE POLICY EXPIRATION OLK:'Y NUMBER LIMITS GENERAL LIA8:LITY EACh JJC.URRENCE S - t~`A.V.ERCIAL GENFRAL L'ABI!:T/ pA.N•13E TO RENTED - n a _] CtA.IA!SN.P.CE L I OCCUP, ME^v EXP�.An;ono Dsrson) S .--.---__ PERSO!+AL S ADV IhLJUR'Y g ------------ GENERAL AGO REGATE S GENLAGGREGATEUMI-APPLI_SPER •------- - _ -- PROD)CIS.CO+APIOPAGG $ JEC• LCC AUTOMOBILE LIAEJLITY - - - -- COMBINE)SINOLE!iMn S (Ea ac.idenp OWNED AiUTOc SCH-EOCLC AL ETOS BODILY INJURY -... (Pe:p t ricn) trv;r/,•t:_C.�U-OS OOL INJURY ' (Der ace tlenj S PROPERTY CAMAGC S —_ (Pp ao0 derY) OARAOE LIABILITY AUTJ ONLY•EA ACCIDENT S AN`'1,VTO OTHER THAN EA oCC S ! AVTOGVLY: ACC S EXCESVUk BRELLA UASILITY - EACN OCCURRENCE S OC•:L'' CL'W;IM&E AGGREGATE 5. ' OE-DUCTBLE -- --- $ F1 ti�Er4TIOr ---- 5 I WO7RERS COMPENSATION AND w:C500611401-2006 �12/23/2006 12/23/2007 ;'✓c s�An,• �rH. - OdP!CYERS'LIASJUTY A I '�N`"PRG?+iIETOr�f'ARTNER:EXECUTI'✓E I -'c L EACH ACJ DEN' S 100 DO yF ER:NEAiE° X.CL'UDEDt (dyes riewict under E L-DISEASE EA EMPLD(EE S 100,0100 SPECIA,-PRAY!Sb]NS ceba I EL aISEASE.PnLICYLWO S 500,000 OTHER CE5CRIPTK)N OF OPeRv ON5)LOCATIONS I VEHICLES 1 cX('•USION5 UDOEO BY EN OCR SEM ENT I SPECIAL PROVISIONS - esidential contractor r , CERTIFICATE HOLDER -- _ CANCELLATION SHOULD ANY OF THE ABC'✓E UEWRIBED POLICIES BE CANCELLED BEFORE THE _ EXPIRATION DATE THEREOF..THE ISSUNO INSVRER',VILL ENDEAVOR TO MAIL DAYS WR17TF-N NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT BUr FAILURE TO MAIL SUCH NOTICL'SMALL INIFOSE NO.O&LIODTION OR UASILJTY OF ANC KIND OPON.TME INSURER,ITS AGENTS OR REPRESENTATIVES. L AVTHORIZED REPRESENTATIVE ACORD 25(2001I08) FAX: (508)428-77( 9 OACORD CORPORATION 1988 • 1 I Assessor's map and lot number ..A.L.4,1g*�..........:. .... .. '. bpi TM E t0 Sewage Permit number`pt... . .6. ... ..... .. .. .: . .. p� � Z BAflH4TAUX i House number ....1ck,•................ ......!... ... ..... ..... .. ....... ro Mae6 039. 'F0 NO p TOWN- OF ._ BARNSTABLE BUILDING -INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION ......1 1.46. ........:'.-'M. V`!z, ...............:...............:.:...................................:...... ............ ......................19.o TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit,according to the following information: 4 Location ....� onnmR.... �................ .................................................................... ProposedUse ... . ................ .......................................................................................I......................... Zoning District ..... . .... ..........................................................Fire District ...SA ��`......................................................... Nome.of Owner Address Name of Builder .�� � ... ... cap ;. %,*' ,...Address ,"�. ��.Cal........ 9.. ._ .. . �� ................. Name of Architect ......................................Address ................ v'" .... ...................................................... Number of 'Rooms ..........` .........Foundation "'6A '.............:................. ............................... Exterior ..( aDr9. .................................................................Roofing ...!" i 0.\ ........................................................ Floors ..!N,..'o*. ..............:....................... >, Interior .. G. X.l ...................................................... Heating .Y.t".!^. ................................................................Plumbing ..... 6.................................................................. �o Fireplace ....! ...Q....°............................................................Approximate Cost .............. fJQ.:................................... Definitive Plan Approved by Planning Board _______________________________19-------- Area ..'3QtD........................... Diagram of Lot and Building with Dimensions Fee 5— .......... .........................' SUBJECT TO APPROVAL OF BOARD OF HEALTH �Y N I I I I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name �� ................................ ............... MILLIMET, JOSEPH A. 24818 DITION No ................. Permit for. ... ............................... Single Family welling ............................................................................... 128 Ocean View Ave. Location ................................................................. Cotuit ........................................................... ................... seph A. Millimet-, Owner .....go........................................................ Type of Construction .......................................... ............................................ ................................ Plot ............................ Lot .............................. February 28, 83 Permit Granted .....................................19 Date of Inspection 11-9.9" .............19 Date Completed ....... ....... 19 PERMIT REFUSED .............................:.................................. 19. ............................................................................... ............................................................................... .............................I................................................ ............................................................................... Approved .... ........................................... 19 ............ .................................................................. ............................................................................... THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I A , m / �(�C�"- LI DATA Assessor's map and lot number .. ....................... *TNE Sewage Permit number ..:..............`.....................f!::............ BJH39TQBLE, i 9 House number ....:.:^ .............................'............................... p� b,9. 0� 'EID?YPY a` TOWN O;F , BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPEOF CONSTRUCTION ..........:............:.............................................................................................................. Y .................:'... .......................19......:. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .... .......................... ........................................................................................................................................................ ProposedUse ..... ....... ............t...................................................................................................................................... Zoning District ` ...........................................................Fire District Name of Owner .................: .................................. ..........Address ..'"................. ....... ...............................:'.{...... Name of Builder 3. ��^^.. .............:``.'.............. :.......Address .....'.....:................................."........t.......................... Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ..................... .....................Foundation .............................................................................. ..Roofing Floors ...............:......................................................................Interior .................................................................................... Heating .......Plumbing .............................................................:............. .................................................................................. Fireplace ..................................................Approximate Cost................:............... ................................:................................... Definitive Plan Approved by Planning Board ________________________________19________. Area .......................................... Diagram of Lot and Building with Dimensions ti Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH t I y 1 tin.►.,,?• ..� a�:.���< x_ �:}ref:; I i - I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .....: r.`'...........?v..4-..............'......=77n................ MILLIMET, JOSEPH A. �A=34-48 No 2.48.1.8.... Permit for „ADDITION ............... Single Family Dwelling ' ° ............................................................................... 1 W h Location 128 Ocean Set ................................................................ Cotuit ............................................................................... Owner ..Joseph. . ....A.. .... Millimet. . . . . ..................... ....... .. .. . .. .. . .. ....... .. Type of Construction Frame .......................................... ................................................................................ Plot ......................... . Lot ............. February 8, 19 8 3 Permit Granted ................:...... Date of Inspection .............. .....................19 Date Completed ............./.....................19 I PERMIT REFUSED .......... .......................... 19 ........................ .b............`:-...-f.................. ............... ................................................... ............................................................................... ............................................................................... Approved ................................................ 19 ............................................................................... ............................................................................... d SHED TO BE CB FNO �~ REMOVED. RELOCATES S Saba ST LOT 10 EXIS77NG ELECTRIC S D E S I G N SERV70E METER .BENCHMARK: TOP STORAGE EX/STING OF FIRE HYDRANT o TO BE EXIS77NG DECK PORCH TO BE ELEVATION- 37.771'� ENGINEERING REMOVED TO BE REMOVED REBUIL T z EXIS77NG CESSPOOL o y � TO BE PUMPED 2 < comb BAY & SURVEYING N 82'09'06 W 149.73' HEDGE EMPTY AND ;� � BACKFILLED W17H CB FND LOT 11 G G G MAP CLEAN SAND FILL. MAPLE sr www.bssdesign.com ip )C 35.64 GAS W W BSS Design, Incorporated 10 247 SF X35.16 METER .... .... . WALE 164 Katharine Lee Bates Rd MPIT CESSPOOL O Falmouth Massachusetts 02540 10' S1.3' __ 35.96 E LOCUS SO NDKET 508.540.8805 FAX 508.548.8313 s 37 2 F - z - -- 7P 3&4 W 28SHOWER— }� \ uGHT DMH _Z Z w o TO BE 3551 , EXISTING 5 BEDROOM ''� B�.i O o cn N ..`r� REMOVED HOUSE 128 FLOOR' a of„� Q F-- 1� a # BRICK WALK 34.2 = n > a-�N Ass � in ': ZZIELEVATION 37.8' 0 U �� ��� o `� o_ W o - f1' o \\ o - z Z co ..: OB5 \\ = 0 1_I�__-- 2 TI IOPv1AS m 3 500-GALLON LEACHING CHAMBERS z PROPOSED W y `.I IA.CKSON BUN , w W W/4'f OF WASHED STONE ALL-AROUND I " EN7RY STOOP (g, ` N0.32053 ! W ^ U 34.45 26' �� OHW ° \ J LL & 4' BETWEEN, W/ CONNECTOR PIPES 1,500 GALLON PRECAST O � DMH '��k�� _ BOTTOM AREA: 12.83' X 41.5' H10 SEP.170 .TANK ` � ��ST� 1P 1& ' PIT 0 "F � AL LRcO 10' _ M 34.71 CATCH Z ® Q Q 35.20 GRAVEL DRIVE oo BASIN < Y UJ (f) o_ z 1 (� a o N , o ® moo ZwW r 34.41^ 149.87' co - '�' .� CL o LU Q > J IP FND GRAVEL DRIVE ® � oF M�S.o� �� O w a f7] NOTES: N .84:42'10 W + U'0 v� c�J, o W , Q Ia 1: LOCUS IDENTIFICATION: PROPOSED I ���' JEFFRE� HOUSE No. 128 OCEAN VIEW AVENUE SCREEN EXIS77NG SCREEN PORCH ry E `f'11 li W a_ W 0 TO BE REMOVED �� co w Cn O Z PORCH �• R R U Z ASSESSORS No. 034/048 EXIS77NG PRECAST i ,wtL LOT 11 LAND COURT PLAN 9216E LEACHING PIT TO BE �Q U Q Q 2. LOCUS IS WITHIN: LOT 12 PUMPED EMPTY ANDaO c� G��``n-. - ZONING .DISTRICT: RF `; BACKFiLLEO W/7H � - Fss;orvA�E� � N m CLEAN SAND FILL. FLOOD ZONE: X BUILDING CODE WIND EXPOSURE CATEGORY: B CL D AQUIFER PROTECTION OVERLAY DISTRICT LEGEND WIND—BORNE DEBRIS REGION O H PROPERTY LINE 0 Z RESOURCES PROTECTION OVERLAY DISTRICT it \ EXISTING STRUCTURES Q FIRE DISTRICT: C.O.M.M. FENCE 3. LOCUS IS NOT WITHIN: rP ENDANGERED SPECIES HABITAT ® TEST PIT scale ZONE II OF A PUBLIC WATER SUPPLY CB ® CONCRETE BOUND PROPOSED STRUCTURES 1" 20' 4. SEPTIC SYSTEM WAS DRAWN AS OUR INTERPRETATION OF AN date AS—BUILT SKETCH PROVIDED BY THE BARNSTABLE HEALTH EXISTING UTILITY POLE APRIL 21, 2017 DEPARTMENT AND HAS NOT BEEN VERIFIED. G EXISTING GAS SERVICE drawn 5. BUILDING OFFSETS ARE MEASURED TO CORNER BOARDS, NOT - MRT FOUNDATION. E —' EXISTING ELECTRIC SERVICE 6. ELEVATIONS ARE FROM ON—THE—GROUND SURVEY BASED ON checked GIS MAP DATUM, BENCH MARK: TOP OF FIRE HYDRANT OHW + OVERHEAD WIRES job number ELEVATION 37.77 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A W ,' EXISTING WATER SERVICE 16236 TRENCH PERMIT FROM LOCAL MUNICIPALITY IN WHICH THE 14 DRAINAGE MANHOLE title SITE PLAN WORK IS BEING PERFORMED IF REQIURED. 8. CONTRACTOR SHALL NOTIFY DIG—SAFE AT 1-800-322-4844 V EXISTING FIRE HYDRANT 0 20' 40' 60' 1 OF 2 AT LEAST 72 HOURS PRIOR TO ANY. EXCAVATION. drawing number 9. RESTORE ALL DISTURBED AREAS AFTER CONSTRUCTION. +35.0. EXISTING SPOT GRADE P24-86 INSTALL .CONCRETE RISER AS PROFILE IS NOT TO SCALE REQUIRE'] TO BRING COVERS FF 37.8 SEE SITE PLAN FOR ACTUAL ORIENTATION WITHIN 6" OF FINISH GRADE D E S I G N 35.00 EXISTING GRADE 34.80 35.00 .34.78 34.76 minimum 2% slope LAWN GRADE ENGINEERING PROPOSED 4" DIA. PVC 33.56 FIRST 2' SHALL & SURVEYING WASTE PIPE BE SET LEVEL CLEAN BACKFILL 1/4" per foot 2. 't INV. 33.00 min. 3" 1 31.50 2 RISERS (ENDS) 32.33 www.bssdesign.com LIQUID /4" per ft. min. 1/4' per ft. min. INSPECTION PORTS BSS Design, Incorporated CONCRETE 4» PVC PIPE LEVEL 6" _... . 2"(1/8 1/2")peastone 164 Katharine Lee Bates Rd FOUNDATION to" 0 '�a9 OR FILTER CLOTH Falmouth Massachusetts 02540 t4" 0 0 0 0 $ e rQ°�°, �•°• 2' 508.540.8805 FAX 508.548.8313 3" 4 r� f e ''� a 0 o iaa;,e•�•Oe• f 8a�° 32.48 G.B. 32.23 31.80 , gas t•:;, a a E• ° IM STABLE 29.50 WASHED STONE, V J COMPACT -10„ SEE NOTE 3. Z w C TED BASE COMPACTED � STABLE BASE O � CONNECT CHAMBERS TOGETHER Q „ f-- 11' 2' pipe w/4 SCHED. 40 PVC PIPE O_ 26' 10.5' H • 1 C�4' & 2C�13' 0 W THREE 500 GALLON LEACHING CHAMBERS 25'f CL Z• SEPTIC TANK DISTRIBUTION BOX SOIL ABSORPTION SYSTEM UJ w PRECAST LEACHING. CHAMBER H2O FP�v OF MA SS -n I 1�500 PRECAST GAIJ OSEPTIC TANK -N ONE H10NT 5 HOLE (DB5)ASHT0 - H2O -J N Z U 'cF >- Q EFFR0 F TE EL 5.Ot NAVD - � En U-1 w _ HIGH GROUNDWATER � f1 E J . V / QV.J e Q • TEM �$ SUBSURFACE SEW AGE DISPOSAL SYS VIL e A W No o Z 3 `` W NOT TO SCALE ® - o Z W a. o uJ Q-> � FSS10Nr�Lti�� O W n. m w DESIGN CRITERIA A Qa Q TEST HOLE DAT F PERC. RATE: 2 min. inch in C layer Ld o_ W (n GENERAL NOTES NUMBER OF BEDROOMS 5 bedroom design TAKEN BY: Jeffrey E. Ryther, P.E. (n co U Z DESIGN FLOW 110 gpd/brm WITNESSED BY:David Stanton, Health Agent B W O W 1. All system components shall be installed in TOTAL DAILY FLOW 550 gpd DATE: December 20, 2016 Q 00 m accordancewith the State Environmental Code Title Q V: Minimum Requirements for the Subsurface O . oN Disposal of Sanitary Sewage., and any local rules r - which may be applicable. m Cn 2. The Barnstable Health Department & BSS Design CALCULATIONS SO LOGS Engineer must must be notified when the system is LL. 0 z OU installed, and prior to backfilling for inspection. SEPTIC' TANK: ELEv. TH#1 & #2 ELEV. TH#3 & #4 Q 3. The stone around the leaching chambers shall DESIGN FOR USE WITHOUT A GARBAGE GRINDER 34.77 0 35.0 0 consist of double washed stone ranging from 3/4 to 550 gpd x 200% = 1100 gal/day � A LOAM A LOAM scale 1-1/2 inches in size and be free of iron, fines, and 1,500 gal SEPTIC TANK MINIMUM REQUIRED 33.27 18" 33.72 1s" dust in place. The stone shall be covered with at B LOAMY SAND B LOAMY SAND NOT TO SCALE least a 2 inch layer of washed stone ranging from 1,500 gal ONE COMPARTMENT TANK PROVIDED date 1/8 to 1/2 inch in size, and be free of iron, fines, SOIL ABSORPTION SYSTEM.: APRIL 21, 2017 and dust, in place, or filter cloth. THREE 500 GALLON LEACHING CHAMBERS END TO drawn 4. The grade above and adjacent to the leaching 31.69 37" 32.05 36" MRT facility shall slope at least 2% to prevent END, 4 APART, WITH CONNECTOR PIPES BETWEEN, � 4' OF STONE BETWEEN & ALL AROUND. C MED SAND C MED SAND checked accumulation of surface water. 5. Sewer pipe shall be 4" diameter schedule 40 PVC or LEACHING AREA PROVIDED: STATE TITLE V job number equal at 1/4" per foot (2%) slope min. SIDEWALL=(2(12.83')+2(41.5'))x2.0'x(0,74) 6. Flow equalizers shall be installed on the ends of all = 160.82 gal/day 16236 title outlet pipes inside the distribution box. BOTTOM AREA = 12.83' x 41.50' x (0.74) SSDS DETAILS 7: Contractor shall notify the Engineer if he/she 24.77 120" 24.72 124" encounters soil conditions other than those shown T 394.0E gal/day a 2 OF 2 on' the soil log. TOTAL LEACHING CAPACITY = 554.83 gal/day. Groundwater not encountered drawing number P24-86 ALI( Dl � _EXISTING EXISTING EXISTING UCTURAL FOUNDATION NOTES:• OOTING TO BE PLACED IN ER OR FROZEN SOIL b'-10' -13/q'E0, EO. EO.13/A" DM ETREWTN MIN F'G=3000 P51R LOVER FOR REINFORCING i0 BE 3" co OTTOMS OF-FOOTINGS(LAST AGAIWT M L S)AW 3'qT SIDES OF FOprlN65 OR TRIKTURAL GENERAL NOTE" ` _ttPILAL DETAILS FOR OTTERIREMENT5 m cc STEEL CONNECTIONS WELDEDLD.REFFR TO STR4GTURALINGS. RR y 10' P.T.POST N-7 B �� C 10'LONG.TUP. / ,A-cJ n).xB P.T.BM. -5 •tn • -`�f - I I (3)OC' PT BEAM1 a O)1xH Pi.S ,i 'Jie P i BI4- �2)]TC PT.BM. IFLUSNI +�(FLI.51U (FLU;H) (FLViH1 I �I �• - • ILLI,�M��,� �� ��I \��axe ar.P°sT oN Im` Im ' ON N55 W/ - IS'PIA,FELL FaoTING 'E`iISTING K CRAWL 5PAGE I ?�JILDBiVG ®EPT V V Q d Ex15TIN6 CRAWL SP.4GE I OCT 13 2017 a EXIST.BRICI:FOUNDATION—� - c - -- -- -, / OWN OF BARNSTABL + I EXISTING B—EAMIfASIMEd) aF74+$"j •.M •%'/N` 1 '1 J I_ EXISiIWDSEAM EWE OF FOUND.YLALL g ', l ApP Ib'x16"Cp NL PIERS ON—�7 30 C30•C1•FTC U(RT 15' P.SELL ON SMOKE DETECTOR S REVIEWED VERT.BARS.^B TIE5 a I_"O.0 A LOCATIONS OF NEW STEEL la'CIA.EEL F�TI W: •LOl1MN5 ABOVE(BLOB TO VERIFY LOCATION IN THE COORDINATE W/pTA.ENGINEER) FIELD/PER FLOOR PLAN m ENLARGE EXIST.OPENING AS t NEEDED FOR ACCE55 i0 EXIST. - -- CRAWL SPACE(PROVIDE DOORS) \ BARNSTABLE-BUILDING DEPT. ATE' ' ( - � EXIIGK PERM/(ASSUMED ElIST.LOCATION) L '\ FIRE DEPARTMENT DATE .oEo _ Et-, 32ua_E�o=o.Oc BOTH SIGNATURES ARE REQUIRED FOR PERMITTING $-7 €e - _gym- _ E; 2 sf» ooravomeB�9 IMPORTANT -- r EX15TIN6 ,� I ANY CONSTRUCTION THAT INCREASES LIVING SPA E2 n9q-m ` CRAWL SPACE BEYOND 1200 SO...FT.' PER LEVEL MAY REQUIRE T Eo (DI EX15T.BRIL FOUNDATION �! i INSTALLATION OF,ADDITIONAL SMOKE DETECTOR " C c NOTE: A SEPARATE PERMIT IS REQUIRED FORT Eo._ Q� cD —�• INSTALLATION OF SMOKE DETECTORS-THE ELECTRIC 6 a PERMIT DOES NOT SATISFY THIS REQUIREMENT. �I> 3 EXIST.CMU FOUNDATION- ' • T • V GR,4WL 5PAGE060 N U C O 7 LL 0 O E ao 0 - o W of co Omits qS job no.: 1515 V date : O&OGTOBER OOII • _ - ��S[- Q SCale AS NOTED ~Ex1crlNc- NO C�p_ y drawn,W. A cq� y �T A 2V. RED FGUh1DATIGt`! PLAN NGtN //AA�� A �� �' III ISSUED FOR PE ITTING 5nt 1 •of _q JEDE EXI5TING DEMO NOT yWALL%DEMO �" E.x15iING DASHES a WALLS 6'-93/4• EO. EO. EO. 3/9' EO. -i.: ...................... ac O �BEEM,O DDITCMS TO `NEEEDEREMOVEEP HED ASyEO. D D O RNOTED.E.VSTING WALLS TO REMAIN �DETECTO _NEW WALL5 ") SMOKE-___:__:___...' n.^...,^r-.-.,�.�... 5MEIKKEEe- •'NOTE CONTRACTOR TO VERIFY ALL ��,REPLAC ORNDIM.ON FIELD AND CONTACT SiRL'T,ENGINEER FOR ANT NEEDED LHANSES AOD NEW DETENEEDED �.F d ,. x . d. _ _ ....... ._................................ ! m 1 A` I� GENERAL RAN NOTES N,r EXI5TING TO BE I . -7N '0 5IMN.DOOR o BE REMOVED s_ • - -ALL EXT.WALL5 TO BE 2X4'5 - + - !' - DO M�E55 NOTED OTHERWISE) ` 1-) - ELEVATIONS FOR WINDOW EXI5TING DECK I C�,1 J " i0 BE REMOVED I - RD. 5 ABOVE 5UBFLOOR . •:: .••. I O.C. .WALL$TO TTO TO E BE 2x4S®6 - .. ..... ...... .. ....... ..... NOTED OTHERWISE) e0 C1 O - --- _ - -IOORS 4 CA5ED OPENING .. -WALLS w/POCKET pOORS i0 BE L NOT DIMENSIONED ARE PATIO a 11g• -, 2X6 NNLE55 NOTED OTHERWISE) TATECLOD 3 5TUD5(4 I/2')A-S - CENTERED NI'HE CLOSEST EST LSPACN -WINDOM TO BE M'DER5EN'400 .• -S DOUBLE-HUNG:tYl 2446 __ - 16, 2 SERIES'TILT-WASH W/NON-IMPACT -HEIGHT OF NEW INTERIOR DOORS 1 (HNVTINS:6/it RE515iANT STORM GLA55 AND PLY. . • 4 IPE DECKING , R O..2.6 I/B x 4-B 1/B r (MunTiNs.6/I) PANELS AND FASTENING STSTEM AS CA5ED OFENINv5 TO MATCH EXIST. .• ON P.T.FRAME - A - - - RO _�I/B X 4-B T/B " - SPECIFIED IN THE BTH ED.OF MASS. " �• ^ i ,4-S `Ep6E OF FLAT/ - STATE BLW.LODE(REFER TO EL. •� 3'HORIZ.5TUD POCKET BETWEEN U .y PANELS,O'M SCREEN SLOPED CL6. FOR""IN PATTERNS) _ WINDOW a TRANSOM ..' w '• N. CID \ l -0 SCREEN }\ a — '�; D \�ix4 P.T.POSTS W.'I.%WRAP"' I MSTR. BDRid - (5•XS'FIN.DIM) • _ • ., ------------- DN DOLBLE-HMS:TW 2446 u DOUBLE- N&lT7-1 TW 2446 R.O._-61/B+4-BT/B OGE of FLAT, • - - •. - .,, 'v `; - %pJ (` BRM, SLOPED CLG. W.I.G. A : PORCH., 1X4 IPE DECKING ON P,T.FRAME - ' BEAM ------------ 1 • KITCHEN DN. DOUBLE-/5JX 3-2432.. / 1OCR .1/ EST E%IS DN •\ m - • RD:_-6 Ire X 3-4 lre Drl. r - DIfJING , '� 51DEn . DOUBLE-H1Nfi:TW 2432 :J xl - ` PORG'r 2 1 yr - WNTINS:6 RO:241/B%3-4T/a - - '\:—EXI5TING 1-1-5 OTNERSGN TO BE REMOVED -I �P ? ON. EN ......-...._ '`�.-..- .K REDUCED - - ..... .-.T.- .- N SIZE 4 w P MSTR' - DOUBL Hun BATH' ' �-- 6:TW 2992 --� E RER; ,, CHINA - \ 1 s _ O BRM \\ 5TOM s - • i - — - �CLOSEi .,.. A X+" I TILE$HWR - Y a�ma�u`�c§ i n I` .� EXI5TING WALL5 uYm a, c u c �10 BE REMOVED ' EXISTING ///. - Im m= = u ¢a_• ` - . - HAEDNRY . x.<' . FIRE FLALE \ i :.> gmcom - _LIVING LE ._ma 1' REMOVE EXIST. Y • EM5TIN6 ENCLOSURE - -• - . - DO1BLE-H,HG:TW 24410 Cv!IN E.x 15T J - 7MrHTlns:6�---OFTNIN� - ._-. _ .. _ - L r Ro:2L I/a X 5-0 va 41 wi vl EXIAT.STAIRS Y� 9 DWBLE-HUN6:TW 2442 O L•• i0 REMAIN-- !•J (^D, FCYER i� PDR. Ro:2,61/a x s-4 v0 ry _ > (n .. FloI EXI5TING 1q/ 4 O T! L _ hEWLO ----_ _V _ __ ___ _ - - I' PROVIDE BLOCK6 --/ ie x DOUBLE-H)NG,TW 2452 O m O m Ix TRIM AT PARALLAM - a L V/ m L �WNTINS:6 r Il —————— w - P05T TO MAKE - RO,_fiI/B.%5-4 T/8 a ^O v " T'%l'FIN POST - `` I^ _4- / N _0 tm-1- £I O IN GAP ON 30'TALL WALL) �. r �I 1`h y r (Q r— M _ - DOVBLE-HIN6:TW 245__ CM IN EXIST. '"' m •- • �( - - T NTINS:6/IT OPENING �,o �m S�NROONi _ �J Oal) 4 RO,2-6.1/5 N 5-41/B , }�^n wIoI-Lo E%15TING . • w '^ CO) �; L DOUBLE-HUNK.TW 2452 o1._rc 66p,pE O ^ �• 7 INS:6/T_ .___. _ K \ J F.D.:2-6 1/5 X 5-4 1/8 z \ ^ E 43 �rE^ N y �3 3 I N1I AL �vJ �U B- I I I _ s lob no.: date O6 OCT'OBER 2011 AHO �I`. SC0I6 AS NOTED - O �e R� �=-o T 'j� 4e y drawn MM i?� 1d �i °. Id dim � �° I � d ssFCis RED@ rev. rev. ENGIN Q . - E%ISiING —� _ a � • F I G T F ` 0 0 F. F L A i� E.;REE LPOR AREA-:I.115 5F Am2' J l.� SGREEM PORL4-aREn=ITS SF ISSUED FOR PERMITTING Bnt 2 - Of a , s [YIAL:L:7I?E,4 DEMO NOTES vi A. • - Ex 5TING DASHED WINDOY5 A WALL5 �O� y mND ITEMS TO TO BE REMOVED AND PATCHED AS N O ci VED NEEDED OR REF ACED AS NOTED. Y- � yHALLS TO DETECTOR5 Y2 to^^ _S 0 SMOKE DETECTORGG�' CARBON MpNDXIDE,S KE DETECTOR NOTE:REFACE EXISTING OR C - - • ADD NEW DETECTORS IF NEEDED m ,. • V W 0 ` O -------------------------------------- 10 O - G_ - CM -- - Vcn cc ----------------- - % BEDROOM BEDROOM 3 \ ------------------------- •. \�\ LINEN �I -- - E- I wo m &5LIFFE c 117 HALLS DN. �I11 _ Ll! ms_818 2.2 c ^3a9 . BATH 2 - (sF a>»___n `mw'om m -r. - — BEDROOM5 ' .BEDROOM 4 \��� �. •• .. _ o)) • ' O C C I C � N N cu i - N� N 0 to U- CU C r- M _ ca 0cu 'a N r U O c O � C 004 v U e3o TH ' _AC' Jl�s d8t8 : 06 OCTOBER 3011 . i _ C1OCC`• 92 Fdrawn: : AS NOTED 5 E G O N G F L O O R PLAN ExIST LIVIY6 AREA 806 SF �A�V O�� m MMSCALE:- I:4 a -C' Pq/p IA.. O FssoqN NE�� �r A-3 ISSUED FOR PERMITTING sht 5 of , 9 c 4 t N A e - A-5 A-5 - LJ " .•� cc - 1 [-DO NOi RETURN ppRMER FRIEZE®COR '5 i�\ QEx IST. a `�REDLCE DEPTH.OF RAKE % N 6 •15 (SEE DETAIL 3/AS) . . /r /l j/ \. - --- N5 JAMB CASING W % / ♦ /A-S t ... 1X'HISTORIC SILL / \ EXIST. \ter` I - -, y C - REDUCE WIDTH OF PORCH 6•� 12 N„N Ix51WB LASING KI V J - ExIST. .y e \ L' ✓ = HISTORIC SILL _ REDJLE LENGTH OF - TOP OF FIN.FLR Ex15T.� `I PORCH I'-0• _ r i B EL F3FaFL 11Gl3R- " - d \ REMOVE EXIST.AS NEEDED Y j � a PATCH HALL'AS NEEDED DOO-ELX A E Exl5T, r 4TLHE%ISi.YWLL",1__ ___ ♦ O d a .45 NEEDED BATCH EXIST.HALL TOP OF FIN.FLR. 5 NEEDEp . O FIRSYFLOOR- - TOP OF FIN.FLR. _. `_ _ I•I F<. A RAILING e.P05T fT,M.E) - el RSTTL-pOR— (TO MATCH EXIST! J__ -- T- I , cc EH ROILING a POST fi.M.E! - ENLARGE E.XISTIN6 ` OPENING FOR AG1155 VE EMO ExIS TO LRAY'd SHALEF T.ENCLOSURE '. e PATCH WALL AS NEEDED EAST / FRONT EL E `/ AT 1 0 N NORTH / RIG— HT ELE `✓ ATI ON L A L E 1;4" I'-O' n s Aes DO NOT RETURN DORMER x_ = FRIEZE a �3 RE-E DEPTH OF RAKE -m _ -a -�¢- (SEE DETAIL 3/A5) \\j1p'\\ /\ _ - m = --+ t-12 - H F//� NEA I%5 JAMB CA5IN6 ry EXIST m m lD%HISTORIC SILL ~ m m A_5 — % T ALIGN TOP OF SHED ROOF / \• \�\av . �/ - \ V -m_r a&t¢�mo� Illl���i��Illl \ . W/INIE1ALL AAO!I T ROOF PITCH AS NEEDED) ExIST. /^\ .AL16N TOP OF SHED ROOF _ ' - 2 \ E%15i. \ % —ASPHALT ROOF 1'e/'WE R5ELTION OF DORMER - - / .0 U �I AN �r ' / SHINGLES(TM.E!. (ALL D PI ROOF E�e / (AD.USi ROOF PITCH AS NEEDED) % \ A, W \ T ALUM.6Ui1ER 1 3 W. ' W / VI •\, pOhTSPOViS - \\ �I _� > 3 O 9 12�•/ 'r \ TOP OF FIN.FLR.' TOP OF FIN FLR. I� ' 0 5ECdAD FLOG �I6iEL01TDFC�R —V2'a .— I�EXIST. 'O' ALUM.6URER CID / y/ W . OOWHSPOJTS ® 117 L — T CdC ' r AS NEEDXKT..WALL w� 0 IX5 HEAD/NMB LAST ' a O .45 NEEDED p y�� 'L ICI ; jh' AND HISTORIC SILL ru ' ^' _ U) Q+ £ 0 � O W `\ TEEDED T.WALL a � .PATLH ExIST�viALL—/ _ I 19 AS NEE AS N DED �\ TOP OF FIN.FLR. TOP OF FIN.FLR. I W C.SHINGLES •_ /\ _® B FIR5YFL00)»R- 9-FlRFiT FrOdR —— O PT MATCH E%ISTcu --11 4 1P -E FRAME S IX4 IPE PECKING ON P.T.FRAME •u JN P.i.FRAME r 1 vJ L OF job no.:Isla date A_p0 J'9 :OB OLTOEIER 2011 r r O WEST / REAR ELEVATION SOUTH ! L EFTa E L E / ATIOt•1 �[/q aoale :A5 NOTED s� 5 L A L E: /a" _p SCALE; a•. _O. . �VyO^� m drawn:I•IM tic rev. rn rev. � ?� 2 8488 rev. _ FS`c�Onq�ENO\N��� ' ISSUED FOR PE�MI ING ant a of 9 � o � ca - fI! yy o r 10 � 61 P L a M N 10 • EXISTING g•_q•,/_ ° E%ISTING ` o - Y ti —.BOOS LRO'WN MOLDING ON 1, EXI5T.RIDGE BOARD L _ ^B�5 LROYM MOLDING / 5 FASCIA/ANGLEDI ON Ix FASCIA(AN6LED) / b Y \ IX SOFfI; -2X6 COLLAR TIES - O \ /---RUBBER MEMBRANE ON Sy CIS r SOFFIT w(51 IOD EA.SIDE i0 G5 UPPER �a q-6 / —cBOIB BED MOLDINb ON / FLAT'ROD'BUILD W x .I5 IN FRIEZE ON I%BLOCKING ROOF A5 NEEDED M' -^8018 EED MOLDING ON pA ///ttt --gEl6 OXG�YV 761 Iov NAILS GLO. GLO. HALL BEDROOM 3 / TAPERED Zx5 P 16'OG. BEDRM,3 Ix FRIEZE ON IN BLOCK gSPNALT ROOF SHINGLES ,.•{ ON EACH SIDE , EAGL ST AER w(4)16D NAILS/ 6 _ I (TO MATCH EXIST)ON 5/8' 5� y, �Z,5 LEDGER w fa/ / CO%PLYYIOOD ON 2X6 . —lZ)_nB HEADER - T-1 _ '✓ IUD NAILSEA STUD RAFTERS 016"OL. S4 %� I? ASPHALT ROOF SHINGLE5(TM E) ✓ / r ^ . - a 2 3/4 r 1 5 E::IST.RAFTERS ON I PLTWOOD ON_.X8 I _ ..' Q� RAFTER &16'OL ► 3/4� � ALUM.GUTTER ON I.xB FA5CIA -��� p� ,yM.6UTIER ON y t 3/4'.v 9 1M'LVL B.M.IFLUSHI • ' � \ cya AI I/Z/.' - - �-\n �I /�- " \\g� '-Fa, .... ..... .��•`- IXB FASCIA TOP OF DFA.PLATE TOP OF VOL.PLATE y _ I r t".y TOP EF DEL. Q�. •,d (� 3/4"rt 9/Z' 1 \�L5V26 HANGER T' LVL HEADER O j - CONNECT RAFTERS TO= `+"°-Ix SOFFIT 1 `�ZXB LL6 JOISTS —11 SOFFIT _ % \ LL6 5T5 w•91 IOP NAILS \` R 16 04.w L°U26 OFF IT LVL 3/4"ER I/4'�/ �,� o-8018 BED MOLOINE \ HANGERS 0 CONNELiM' \�.B01B BED MOLDING ON I \`\_mgb BED MOLDING e r / \ T'10 CL6..O15T5/ ON I\FRIEZE STEEL CHANNEL ON Ix FRIEZE ON LVL HEADER TO ZxB BLOCKING/ Ix FRIEZE ON I.X BLOCKING ROOF RAFTERS P 16'O.G. 1Ox153 STL,CHANNEL \�(J 2x10 HEADER Ix BLOCKING SUNROOM FOYER j DINING - - -4.X4 P.T,P05T w IX - q �w zNE BLOOKIN6) - / - WegP(sxxs'Flu DIM! KITGHEN BDRM. SCREEN /-Lw PE DECKING oN m • ' / PORCH 1'---STEEL cowMN reEron) / ZUB P.T.sTs a 16'oc • O - '^ j EXIST,2%6 JOISTS- - /-PT(2)Z%B BM,CONNECT PT(Z)Z%8 8M w 4.4 PT. TO COW.4%a POST W/ • \ I.X4 IRE DECKINC-ON / HK 6-2 HANGER EXI5T 2%FLR.J5T5. / �BELOry w EF844T BASE PL W+2.19 P.T.bi5.®16'O.G. /- i0P OF SU .�— EFLLOR / ExIST'Zx FLR J51$-� i--- TO.SUB FLOOR [� J T.O.`JJBFLOOR L U5E LVZB HANGERS—' ' USE LUZ9 MANGERS E;:IST.GRAWL �P.T4x4P05T IOONT. ,i=FIST. \� !) 1 USE(3)IZD NAILS A 12'OL FROM BOTTOM OF CRAWL �—EXIST.BEAM(ASSUMED w cc 1 ' PLY.BETWEEN EX)5T RIM BEAM TO TOP OF TUBE) b i E;cST.GRAWL _6T.T NEW P.T.2x8 LEDGER • ON IZ'DIA.LONG TUBE :• ' -(NEN BEYOND)b'CONC.PER w IB'DIA.BELL FT6: a£ ' CONNECT w EPB46 5 E G T I O N A S E C T I O N B /•'-10^DIA.cone.TUBE 5 E G T 1 O N SCALE: I/4" = I-O" S C A L E: !/4 = 1'-O' SCALE: 1/4 • r + TH + �,AV� m U Br SHOP STRUCpUR `o No.29488 • r o� �� TER =�Q� a`omJao9 ANAL ENG • - - 2xB CLb JOISTS BUILDaR „e ROOF AS NEEDED c�~o c n c x m n - _ � f • • \\ LEVEL ERED'.XAVE PERIMETER ^ a ca • i� . 12 —ASPHALT ROOF SHINGLES - o- - /�i'`. • R. .. �__. • v �. - .. 12 2 3/4`./- / �' S/B'MATCH PLC'T)ON 12 - �_ RAFTERS 6 16'C.L. \ • \ a RUBBER MEMBRANE ON' Q N • .G r''\ +\ 5/8'Cu.,R_YWxJD U En15T. ExlSi 2x RAFTERS °W05 GROWN MOLDING 12 Q C yF (n \, °BOOS CROW MOLDING— . w L\ABOVF ON I.X RAKE \\� \ ON Lx BLOLKINb ON IX RAKE ON IX BLOCKING 1/� W V/ T / ?/•/\ (� / -ALUM GIRTER ON I \1 \ \� �� R I/4 LVL BEAM �I. \'X X,f ``_ -IZB FASCIA \•` \\ p�<\\\ / - �T� � ' ,,. ALUM.6UTTEft E I:IB FASCIA ++ 3 55` - / \ LEAD COATE'✓COPPER— - /'" // \ \� / MILD OUT_AVE AS NEEDED) FLASHING LEAD COATED COPPER I/ P80p5 LROYA'MOLDIW' n 1 / _ALIGN_w FA5CIA 6 M5TR_BEOROOM \ j t\\ r J - LASM.IN6 ON In SHELF \ `, gLIGN w FASCIA s MSTR,BEDROOM , � - 11 (w Ix ABOVEI ON o - • ��. \. �• \\ IX ANGLED FASCIA I\SOFFIT .. \ I.X SOFFIT ir 1 �'--OeOIB BED MOLDING eft G' O • -ALUM,GUTTER IN-� i/ ON 1.\FRIEZE BOARD W C ALUM.GUTTER DN- - I ON B/4"PLYMOOD/BLP\KING O W %SOFFIT i "J/ \B FASCIA \ _ALIGN w FRIEZE 4 M5TR.BEDROOM_ i \ \' IKB FASCIA /I _ __AL 16N w FRIEZE�.MST¢BEDROOM S qq _ -ON 6016 FRIEZE 90AR0 / 1 / `` rc I CUSTOM SCREEN PANELS• O O•5 W \� �S ON IX BLOCKING J%' 1, r - WI M� -•E018 BED MOLDING --��iV-- "° I a 1' S (5`\5'FIN.DIM! •E W V/ ON IX FRIEZE BOARD \ " q a 4 P.T,PO-T rv!IX WRAP (V O ON Ix BLOCKING °� \ ./_ \\ S 1 i ���� K U O -Ix SOFFIT. IN SOFFIT «I//EADCP51:4'i \� / / :'- 3' 11 t ON 9/4 RRYM�D%B�CL"KING °80I8 BED MO30AR--� .801E BED MOLDING ` 2X10 C!6..01515/ROOF RFTRS. ]. ON IN FRIEZE BOARD ON 1.\FRIEZE BOARD Y ON I.\BLOCKING ON Ix BLOCKIN, - 0 16'OL,w Ixb EDGE ' CTR.BEAD BOARD job no.:1513 " r I.\5/Ixb LORNERBOARDS - I j date 03 OGTOBER 201'I • O EAVE DETAIL AT DORMERS O EAVE DETAIL AT KITGHEN 3 EAVE DETAIL AT SGREEN PORCH AS NOTED .: SCALE:,1/2'=I'-0' 2 EAVE, RAKE B RETURN DETAIL' AT MAIN HOUSE O scale SCALE:I I/.' I'-O' A SCALE:1 I/2'=I'-O• drawn MM ••PVC MOLDING BY SHEPLEY ••PVL MOLDING BY SHEPLEY SCALE:I I✓2'=I'-O" � ••PVL MOLDING BY>HEPLEY 4 P!C MOLDING BY SHEPLEY , ' - rev. rev. Am5 _ ISSUED FOR PERMITTING snt 5 of q GENERAL WALL5 AGTIN(�.A5 RETAININ6 WALLS IO. ALL.Pj.',WOOD SHALL BE APA 5. CONCRETE BRICK SHALL CONFORM � _ SHALL' NOT BE BAGKFILLED WITHOUT TO ASTM C55. PERFORMANCE RATED PANELS � F5HEAPNALL HOLDDOWN SCHEDULE � � o GE NEl-.. �c.NF RMIN6 OTO THE FOLLOWING MINUMUM REQUIREMENTS: �I. STRUCTURAL DRAWINGS.ARE BRACING UNTIL ALL SUPPORTING SOIL 4 SLABS ARE IN PLACE AT 6.GROUTSHALL CONFORM TO ?HE TO BE USED WITH THE ENTIRE REQUIREMENT5 OF A5TM G 146 4 DATION HOLDDOWNS 4 ANCHOR BOLTS: ADEOUATESTREN6TH. A. FLOOR-STUDD-I FLOOR ?46, EXPOSURE I; SET OF DRAWINGS. SHALL HAVEA GOMPRE5S1'✓E 5/4" SPAN RATING I6".4.COMPACT ALL FILL UNDER FOOTINGS 5TRENGTH OF 5000 P51. , WALL SHEATHING-EXPOSURE I, 1/2 . HDU5-5D52.5 WJ 55T524 5/S" DIAMETER ANCHOR BOLT t 2. ALL SAFETY REGULATIONS 4 SLABS TO THE SPECIFIED DENSITY 1. VERTICAL 4 BOND BEAM SPAN RATING I6". � 5 I IN/CNN 5/8" COUPLER NUT BETWEEN 55TB24 4 5/S" � ,t�= ARE TO BE STRICTLY FOLLOWED. 4 VERIFY. P.EINFORGEMENT SHALL CONFORM _ THREADED ROD INTO HOLDDOWN. POSITION 55TB24 METHODS OF GTRUr GTION 4 TO THE REQUIREMENTS OF .ASTM A615. G. ROOF SHEATHING-EXPOSURE 1,5/8", W/.ANGHORMATE TO FORMWORK PRIOR TO CONCRETE E _ ERECTION T STRUCTURAL MATERIALS 5PAN RATING 16". POUR FOR CORRECT PLACEMENT. ., d IS THE CONTRACTOR'S RESPONSIBILITY". STRUCTURAL STEEL S. MORTAF. SHALL CONFORM TO THE` - - REQUIREMENTS OF ASTM G 210 +� 3. THE CONTRACTOR I5 RESPONSIBLE I. DESIGN, FABRICATION 4 ERECTION AND SHALL BE TYPE M OR 5. HDUS-5D52.5 W/5ST52S l/8" DIAMETER ANCHOR BOLT °' s DESIGN CRITERIA FOR P155EMINATION OF ALL SHALL BE IN ACCORDANCE WITH S W/CNN 115"COUPLER NUT BETWEEN 55TB28 4 V8" w °° REVISIONS 4 REQUIREMENTS TO THE ,AI5G SPECIFICATION FOR °.DUALITY ASSURANCE TE5TIN6 4 i THREADED ROD INTO HOLDDOWN. POSITION 55T528 o Ea THE SUBCONTRACTORS. STRUCTURAL STEEL FOR BUILDIN65, INSPECTION SHALL BE PERFORMED 1. APPLICABLE BUILDING CODE W/ANGHORMATE TO FORMWORK PRIOR TO CONCRETE r LATEST EDITION. IN ACCORDANCE WITH THE MASSAGHUSETTS STH EDITION POUR FOR CORRECT PLACEMENT. w c REQUIREMENT5 OF AGI 530.1/A5GE 6/08. o �+ 4. REASONABLE CARE HAS BEEN 2 2. DESIGN WIND SPEED: I10 MPH - TAKEN IN THE PREPARATION OF . STRUCTURAL SHAPES SHALL CONFORM HDUI4-5D52.5 W; 55iX30 I" DIAMETER ANCHOR BOLT TO THE.FOLLOWIN6: FRAMING LUMBER 4 CONNECTORS EXPOSURE C, 1=1.0, 6= +/-O.IS 14 ) W/CNN I" COUPLER NUT BETWEEN 5BIX30 4 1" �y ALL DRAWINGS AND SPECIFICATIONS.NO NS. THREADED ROD INTO HOLDDOWN WITH HOLDDOWN W 'JUT c HOWEVER THE ENGINEER DOES NOT - �.._,; GUARANTEE AGAINST HUMAN ERROR, A.WIDE FLANGE MEMBERS ASTM AL ATTACHED TO 6X6 POST. P051TION 5BIX30 W/ cm 4 FOR THAT REA50N IT 15 IMPERATIVE Agg2 GRADE 50. I. L FRAMING LUMBER SHALL BE ANGHORMAATE TO FORMWORK PRIOR TO CONCRETE (� THAT THE CONTRACTOR SHALL CHECK KILN DRIED Iq.o MAXIMUM MOISTURE POUR FOR CORRECT PLACEMENT. W y ALL DIMENSIONS 4 DETAILS 4 MUST B.CHANNELS 4 ANGLES ASTM A36. CONTENT. LUMBER SHALL MEET VERIFY ALL CONDITIONS,DIMENSIONS, AS,A MINIMUM THE FOLLOWING 5TRUGTURAL DESIGN CRITERIA E y 4 ELEVATIONS AT THE SITE. ALL G.H55 ROUND 4 RECTANGULAR TUBES DESIGN VALUES FOR SPRUCE-PINE-FIR: w DISCREPANCIES SHALL BE BROUGHT TO ASTM A 500,GRADE B FY=46 K51. A. 2X STUDS CONSTRUCTION GRADE s �--t TO THE ATTENTION OF THE ENGINEER FIR T FLOOR r 40 P5F ILL 1••r1 V a FB=800, FV=65, FC=150 10 P5F DL �.ALL GALVANIZING SHALL CONFORM ►x O � 5. THE CONTRACTOR SHALL SUBMIT TO ASTM A 123. B. 2X JOIST5,'RAFTER5 NO' GRADE - SECOND FLOOR 40 P5F LL _ COMPLETE SHOP DRAWIN65 FOR FB=1150, FV=lO 10 P5F DL CONNECTION TO CONCRETE FOUNDATION V�/ Cn ALL CONCRETE REINFORCING, ALL 4. BOLTED CONNECTIONS SHALL BE WITH• ATTIG/5T0. rr0 E (/�STRUCTURAL STEEL, 4 BOTH HIGH 5TRENGTH BOLT5 IN ACCORDANCE G. P05T NO. I GRADE FB=800. LL 20 10 PSF PSF DL I CALCULATIONS 4 SHOP DRAWIN65 WITH THE SPECIFICATION FOR FV=65, FG=615 FOUNDATION SILL PLATE C.ONNEGTION TO CONCRETE: Qj FOR ALL MANUFAGTURERED LUMBER STRUCTURAL JOINTS USING ASTM A 325 RcJOF GSL 30 'SF SL PRODUCTS 4 THEIR CONNECTORS OR A 4cI0 BOLTS. 2. ALL FASTENING OF FR.AIlN6, 10 PSF• DL 5 8" DIAMETER ANCHOR BOLTS @a) 3� O.G. FOR REVIEW PRIOR TO FABRICATION. �� r - PLATES, SILLS, SHEATHING 4 E.XT:WALLS/STOR. 100 PLF DL � 5. ANCHOR BOLTS SHALL BE A5TM A 301. OTHER WOOD MEMBERS SHALL NOTE: ANCHOR 5OLT5 REFERENCED ABOVE TO BE IN ACCORDANCE WITH THE -'INT.WALL5/STOR. 80 PLF DL A301 STEEL ANCHOR 5OLT5 W/3" X 3".;< 1,/4" s t CONCRETE - DETAILS SHOWN 4 MINIMUM - DECKS/PORCHES 40 P5F W/l" MINIMUM EMBEDMENT INTO GONGRETE. o� ' 6. WELDS SHALL BE MADE BY OPERATORS REQUIREMENTS OF THE 1. ALL CONCRETE WORK AND MATERIALS GERTIFIED BY THE STANDARD MASSAGHUSETTS STATE BUILDING 10 P5F 9 - SHALL COMPLY WITH THE 5PECIFI6ATION5 OUALIFIGATION PROCEDURE OF THE CODE 8TH EDITION. o� �'vlC( FOR STRUCTURAL CONCRETE FOR 5UILDIN65 AMERICAN WELDING SOCIETY. �SHpp (AGI 301-Sq). 3. GONNEGTOR5 SHOWN .ARE A5 "UC 1. TURgL WELDING SHALL BE IN AGCORDANGE MANUFACTURED BY 51MP50N y 2.ALL CONCRETE SHALL HAVE A 28-DAY WITH THE AW5 P1.1 CODE FOR WELDING STRONG-TIE GO. ING. SUBSTITU T ION5 GENERAL NAILIN5 SCHEDULE--HO MPH - COMPRE551VE 5TRENGTH OF 5000 P51, IN$UILDIN6 CONSTRUCTION. MUST BE APPROVED IN WRITING 0 DINT DEscRIFnoN NUMBER of NurBER of c WITH MAXIMUM I INCH A66RE6,A T E 4 BY THE ENGINEER. INSTALLATION COMMON N4IL5 Bp::NAIL5 S �FE ID ROOF FRAMING AL EN \ MAXIMUM 6%AIR ENTRAINMENT FOR OF .ALL GONNEGTORS SHALL BE EXTERIOR CONCRETE EXP05ED TO S. OF NOT DETAILED SHALL IN STRICT ACCORDANCE WITH THE BLOCKING To R FT. R rTOE-NAILED, BE DESIGNED FOR THE LOADS SHOWN =-gD 2-ICD MOISTURE. ON THE DRAWIN65 OR FOR LOADS THE MANUFACTURED.5 INSTRUCTIONS RIM BOARD TO RAFTER(END-NA)LED) 2-16D 3-IbD GIVEN IN THE STANDARD LOAD 4 MUST EMPLOY'ALL REQUIRED EACH END WALL FRAMING 3. ALL REINFORCING STEEL SHALL BE TABLES OF AI5G FOR THE SPAN, FASTENERS. TOP FLAT AT INTERSECTIONS(FACE-NAILED) -.16D 5-IbD DEFORMED BARS OF NEW BILLET STEEL SECTION $ STRENGTH SPECIFIED. AT JOINTS CONFORMING TO A5TM A 615 GRAPE 60. 4. ALL GUNNECTOR5 SHALL BE STUD To SNC(PAGE-NAILED) 2-I6p 24.O.C. • HOT DIP(5ALV,AN17EP. HEADER TO HEADER(PAGE-NAILED) 6D 167 6°O.G.ALONG ED6E5 Cl. ELEVATIONS NOTED AS "TOP OF STEEL"4. CONCRETE COVER OF REINFORCING BARS REFER TO THE TOP FLANGE OF ROLLED FLOOR FRAMING SHALL BE AS FOLLOWS: 5EGTION5: 5. INSTALL ALL CONNECTOR FA5TENE_R5 JOIST To 5ILL.TOP PLATE OR GIRDER(TOE-NAILED; q_eD q-IOD PER JOIST BEFORE LOADING THE JOINT. BLoc w5 TO JOIST(TOE NAILED) ?-8D -,OD ` EACH END �' r/ ^` in (I� A. 3" AT CONCRETE PLACED DIRECTLY BLOCKING TO 5ILL OR TOP PLATE(TOE-NAILED) Y/ Vi AGAINST EARTH. MASONRY 3-16D q-I6D EACH BLocK O V A` r�i 6. SPLIT WOAD IS NOT ACCEPTABLE r5AND TRIP TO BEAM OR GIRDER(FACE-NAILED) C W O - 3-16D A-16C _� EACH AIST N /�� � ,^ B 2" AT ALL OTHER LOCATIONS. FOR.,ANY CONNECTION. • LEDGER TO BEAM(TOE-NAILED) B-8D B-IOD PER JOIST ` W N�I I. MASONRY CONSTRUCTION SHALL p� Q ST TO JOIST(ENp-NAILEp/ 3-IbD' t q-I6D PER JO15T �/• ,`CONFORM TO THE REQUIREMENTS 1. ALL EXPOSED FRAMING MEMBERS sT To SILL OR roF PLATE iroE-NAILEDI 2-16D s-I6D FER Fool V� V 5. NO HORIZONTAL GONSTP.UGTION JOINTS OF SPECIFICATIONS FOR MA5ONRY SHALL BE TREATED PER AWPA NARE ALLOWED, UNLESS SPE R ALLON STRUCTURES(.AGI 550.I/A5GE 6-88) G2lGq GGA 0.254 MEMBER.5 IN THING ��SHOWN ON THE DRAWINGS OR ALLOWED STRENGTH OF MASONRY F'M=1500 P51. CONTACT WITH 501E SH.A�L BE UGTURALPANELS IN WRITING BY THE ENGINEER. TREATED PER AWPA G2 C24 5 OR TRU55E55PACED UP TO I6"D.C. www�eee 8D IOD 6'EDGE;b"FIELD 06 O a VJ 2. VERTICAL REINFORCING OF MASONRY GGA 0.60. JUB SITE FABRICATIONS RAFTERS OR TRussEs SPACED o'✓ER I6°O.G. 5D OD q"EDGE!q°FIELD ,^ 6. REINBAR N& EMBEDnENr STANDARD WALL5 SHALL BE .AS INDICATED ON GUTS 4 BORE5 SHALL BE TREATED IN CO) ` BAR LENGTH H001: -GABLE ENONALL RAKE OR RAKE TRU55 W'O&ABLE OVERHANG v/ VI THE DR,AWIN65. ALL GORES OF ACCORDANCE WITH AWPA STD. M4. 6D lop b"EDGE/6"FIELD O . ^4 12 MASONRY UNITS SHALL BE FILLED, -GABLE E14DNALL RAKE OR RAKE TRU55 w 5TRUGTURAL OUTLOOKER5 � 8D ' IOD W ED6E/6"FIELD 0 � (r�,O AC`, WITH GROUT. REINFORCING BAR L/ -GABLE ENVWALL RAKE OR RAKE TRU55 w(LOOKOUT BLOCKS 8D IOD q"EDGE/q'FIELD •'~�'� ,V W a5 Ib• 12° 8. ALL MANUFACTURED L'✓L WOOD FR.AMIN6 ' LAPS SHALL BE 2'-6" MIN. MEMBERS SHALL HAVE THE FOLLOWING GEILIN&5HEATHIN6 - emu) PHYSICAL PROPERTIES AS A MINIMUM:--' ` bYPsuMwALLBo.ARp- _r.--- -- T -� 5D COOLERS_ - - T"EDGE/10"FIELD G 6 WALL 5HEATHIN& 3. HORIZONTAL JOINT REINFORCIN --- - FOR MASONRY SHALL BE EQUAL E=2,O�IO PSI., F5=2500, FV=240. job no.: Isis ` WOOD 5TRUGTURAL PANELS (fate FOUNDATIONS TO DUR-O-WALL TRU55 M,ANUFAG?EKED ob ocroBER eon WITH WIRE GONFORMIN6 TO A5TM A 52 S D;rAT. o 2q O.G. gC OD 6"EDbE!12"FIELC 4 COATED FOP CORROSION PROTECTION g' ALL FLOOR. JOISTS SHALL BE A5 scale .As NOTED 1. THE ALLOWABLE PRESUMED SOIL MANUFAGTURERED BY 5015E CASCADE I/2" ERBOARD PANELS 8D B'EDbE g"FIELD N:ACCORDANCE WITH A5TM A 153, 4 AS 51r_ED ON THE DRAWIN65. ALL In"6ARD SD COOLERS EDGE!Io"FIELD drawn MM BEARING GAPGITY IS 3000 P5F, GLA55 B-2. ALL WIpE SHALL BE WHICH IS TO BE VERIFIED IN THE FIELD FASTENING, BEARING, BRACING 4 - FLOOR5 -- rev. BEFORE CONSTRUCTION. q GAGE MINIMUM. PROVIDE MINIMUM STIFFENING SHALL BE IN STRICT AGGORDANGE WOOD 5ELS LAP OF 6" 4 USE PREFABRIATED VS WITH THE MANUF,AGTUP,ER'S REQUIREMENTS. rev. OR L RNERINTER SECTONS AT ALL OR 9D OD 6"EDGE/12"FIELD 2. FOOTIN65 SHALL BE CARRIED WALL INTERSECTIONS. &BEATER THAy 1" -I - 1 IOD IbD I TO LOWER ELEVATION THAN SHOWN b"EDGE 'ELD _ ON THE DRAWINGS IF REQUIRED TO 4. C.ONGRETE MASONRY' UNITS SHALL ° I i REACH PROPER BEARING GAPGITY. CONFORM TO A5TM C DO. ISSUED FOR PERMITTING sht 6 of a 1 • E , z e • I 2X6 HEADER m --- B — B A 5 -- A-5 alo�aoub..lsr. .. a " A-5 q -. - - ------- A-5 q s r; _ e : P.T.(22%8 M ____-,___.._._____________ ` A-S ! ! - E%ISTING 3X4 DORMER WALL O EXIST._X6 I.R.F JSTS.-� • EXISTING SECOND FLOOR X15T5 ______ __ --___ _ • t0 V ! yr y __-- ----- - --- -- (% (?) 4'xFi:4' (13/4'X 91/4' J13/a'X 91/4" - , 'IS TO V AM f ,�M JF VL BE4M F !,51.907D WAL BOLTED W/- _ _ P )2 BM P (2) .T.f 2- tlM, y r NEW 2x'B CL6.-6T5. SCREWS A 16'OF. N O fL I fl1FIU (FL I �,V5 _________ ___ pl6'OL - . r r r 2XB ELOCNIN6 A5 NEEDED W/ \\ •+7Qj !✓ 4X P.T. 05 i // f_)0.151 VIA.PAF n I6'O.C. - \1CD d'ti' 2XBLE O _____ __ __ ! / —2le 6CEIILL JOISTS Wf— , \ :o :! (21?xIO HEADER ! - - m -- --- --- m : a m - I\ m L_Exl5T.2x6 FLR J5T5— __ __ ___ __ ___ __ j— NEh__ 2X3 LL6.J5TS.. L N6ER5 t - - _ i}' _m 6 5TA66ERE0 - "'+"• - w n ►.., ' f F F • ti �� rc --. _ _ ____- _ ____ +TB/�'.. -��—COMINKM I14 x7l/_PLATE -- ------ _________ r,� I \, TO CHANNEL IV/4'FILLET YELD. / �"• .. __ ____ _ _ __ 2'LON6 rD 6'045TA66D SIDE/SIDE (� w PT.!_) - '�a AT TALh CONT.RATE i0 E%15T.RIM ---- ----- ----- --BM. EXIST?%LLG b-5. J015T W/1/4'.<3'NOOD SGREW5616'OL. d O rEXIST:BEAM IA ED R ,T (FLU51U LSU 6Hnl�6ER 'J-�26'AN6 RS __ _ ---- _ - __ _ __ \\\-1/2°xTw- - %IST..BM:II�59)H sir 2ir yFr �i � :L ___ __AIL 'J 1' _ ____'L -�I A�` � _ �TI/2' 2 ATIE CA I __ BOLTED TO.TIHR FLATS LV _ (•)3/4'VIA.TNRPJ6H BOLTS ,r --GIDXI$3 W/2 BLOCKING.4 .A \-.-�D3q'N xH Jdp LOLOU�IMN L 5 ` 3'DIA 5CH.40 GOLIMN(3 I/_1"OU151DE DIA � Y - PRDVIDE'PLATE®T TOP/BO7TOM' yY I WELDED TO TOP 4 BOTTOM PLATES: , * . (SEE DEMIL CENTER OF COLUMN TO BE B/4°FROM LLLr �, BACK 51DE OF STEEL CHANNEL tq Elr TINE FIRST FLOOR-YJI T5 Dag im - ' 'P.T.,3 2XB BEAM FLR 1'2'X 6'.X R 112'PLATEBASE \ ', BOLTED TO%CUNDATION WALL - / - WI(a.)5/B"..6'TITEN HD BOLTS \ _______�__-.____-_ __________\\ ___ ________________ _ _ __ ____ __-- ______-_-__\'-_________ ________ ' — _ __ _ _ €XI5T,61RT '-- -- - - __ --i61RT ' - �. I NEW CONIC..PIERS BELOW COLUMNS ! —r r— . ____. -- - .vT ` S ------------ o��o CQ _ ._ 5! r-a• � CO p -- -- - 3 I/-0' I � 3 3/4 3 r\t r� NEY1i()13 4 -1 I/4iLVL HEADER I BOLTED TO CONCRETE PIER • Y/ ^ Y ! I,'•': I\�j _ - 1 W/!4)5/6'x 6'TITEN HD BOLTS rn (D a N a T IQ 3'VIA SOH.40 COLUMN 3 I/2 OUTSIDE DIA ` 3 y^ .WELDED TO TOP 4 BOTTOM PLATE5 • . ` C 71 / NEW Ib'xlb"GONL PIER ON 24"x24•XI2"Fib. \ _ b WI(4)•5 VERT.BARS R.e3-, ES B 12'O.C. VI -U > rn LL I — ------------------------------- p C C L- O 3/4'�9 Ih'LVC N ADER�-2 I�(2!�3'IX 9I/^_'LVC HEAdE - v( O �2 O� _ .. Riilll F0 BEAM DETAIL AT KITCHEN CEILING W SCALE:1 I/2"c I'-O" C O O ^ � C .' ENO !n V FIRST FLOOR FRAMING PLAN 5EGONI~ FLOOR ' F RAM I NG FL ,AN •�,� SCALE: /4.. = -p.� . Vu rU ` _. SCALE: li 4` I -O•. - V !VE/L,,l n TH M lob no.: 1s18 - � S �O 9Cy date 06 OC.TOBER 2011 OIC LIAM � SCal8 AS NOTED ' ST g1SHOP rn drawl): MM NO.29488AL rev. 0 rev. _ IS EENO��<1, s-,2 ISSUED FOR PERMITTING sht pf a ' c H x L U) e Y 41 {0 i _______-_-_ _ - - A-5 t.._ - - E%15T.?n RAFTERS E%15T.2Y RAFTERS A i__________________ _________________ WILD-VP ROOF A5 NEEDED i0 ci RE 3%5:MAINTAIN _ A-S EVEL EA E 9 PERIMETER - RUBBER ROOF MEMBRANE-- - b , e - --- --- --- -- - - c , �� wg CD d d d \ 5 \ 0) HQSAaIPS °� .,gym �+d - ry 012 +/ �X.IS �w � fV e a i.. __ - .- A , --- --RAFTERS ----:n RAFTERS ! �y yC n� a W/ r r --------------- ____ /—L�V26H N6 L Q6 115ER� _ ___ (`! ________ V 7 ,� , ; r - -------- ----- � co 'x.9rLEDGER _ _ 11 • GRI-ET d „ ' r t — ___ Ee15T.Q%RAFTERS_ Hf7. \�; EX15T. LU x N %'--�' y N r r — _ r r : nn r� ui C T� ] w f _ _ExIy.RIDE • _ - - I1. ' FTI CV � t g: `+ C Lo k Raw ,x I Wm.�,• Y `d ..I I W�,• w U — — - --------- - r� - _ �� cu --------------------- o._ Q.0 a c r r - cn rn_ � C NM C IL WI C N •E O Y i cu ---- --- ---- ---L--- ` , ` o — —� �so �� � � � � .5 o o � CDo IX ROOD FR. ANII P�IC PLAN y -0� scALE: Ir4• 1•-O• R. O O F P L A N P,- Mqs o - .. 5G ALE: I r4 I'-O•• s9 05, job no.: Isla . ) ►LL1AM O, m date �•p^1►I � 06 OGTOBER 2017 II`Uv CTURq � SCal8 AE•NOTED NO/29488 ` drawn rev. o'/STERED\N�F� rev. ANAL EN S-3 0 ISSUED FOR PERMITTING sht a of a. _-__#________ �—...WHE1Q,15NEV5E 8 SI1TS41L Ex ! !il i C\ ON F MI G USE D 5 .i ----- -_ --- l fSEE 5-I FOR SPPGINGI• (TIYO BRALED WALL SEGMENTS $ 0 1 . '' !I, --T•' `,,,i F/ (: N.LN BLOCKING NAILED DEL TOP PLATE -- IN51 E ONLY W - `\\ JLJ ii.. STUD 4BOVE EVERY OPNING A - CONTI 7t1Q TO JOISTS AND TOE NAILED - I, oe -* I \ DOWN fL TOP PLATE W/TWO - IOD NAIL EVERY 8' � •� o t DBL.'OF PLATE In r ' y FASTEN SHEATHING TO HEADER VVERTIL4 BOARD BID AlL I I Cl BD COMMON NAILS IN 3'GRID I n 1 I PATTERN AI,SHOWN AND 3.OL 'PROVIDE BLOC STE KINGEC IN ALL FRAMING STUD'AND SILLS(TYPJ AS NEEDEDI - 60 SINKER NAI!S IN 2 ROWS-- I ICI FRAMING MEMBER5 I•' �____________________-, w :; � _ n 3.O.L. w I" DGE INTERMEDIATE `)`)) 71 ••) 1 ) )a i- - 6 •2.w p Ib"06.STUD _ d III 1 — ' • SEAPER IMP5ONTO LACK STUD AP N ' it PER JACK 5TUD IN'SIOE ONLY) ZO III I I R � STUDS fttPJ KING POST 5TUD O ' III H _ I ''4 SILL PLATE I I W fv ry j _ -� (2)16D p 8'O.G. JACK 5NC ' III MIN I I - -- �_ •LL--- - J_L-- -- i - . F F0A Lo..•.,..: ,......:...._ TOP O %• _ 7LOt OFI �. CONTIROI/BLOLKING NAILED _ / _ TO JO STS AND TOE NAILED HW2 NOLDDOWN5 MP) i 3 FOUND. _ - j DOWN TO TOP PLATE W�"TWO \ IOD NAIL EVERY B - MIN. / 11 PANEL T- DOUBLE EWE_ / PAIL SPALING " - x6 SILL ON 2x5 F.T.SILL ' w --•� (REFER TO 0 HTINLIOJ'BLOCKING--�' Wi 5/6'x12'GALVANIZED PANEL DETAIL) I HORIZONTAL JOISTS. STEEL ANCHOR ECUs STAGGERED NAIL (DOUBLE NAIL EDGE SPACING DETAIU Max Ir FROM E FASTENED �1 BOLTS SHALL BE FASTENED f • IF JOISTS RUN PARALLEL TO W 3"x3"PLATE WASHERS PATTERN / - noTEb: - SHEAR WALL,THEN BLOCKINY I I . • SHALL BE A FLOOR JOIST ,. S - - PANEL EDGE A�LLEE%TERIOR WALLS ARE wN51DERED - INTERIOR WALL DO NOT - �'y • PERFORATED S REOVIRE HOLD DOWN5 NN.0) _ T' HEAR WALLS 1 � VERTICAL AND HORIZONTAL NAILING � IIARRO!^f-WALL BRAGIN6 V `� FOR ALL PLYWOOD WALL ,SHEATHING TYP. INT. NON-LO.AD BEARING", WALL 3 HEADER STRAPPING ay SG L SG AL E A 5C AL E I;2 I'-p FRAME-OVER 2X12 LEDGER .. - ATTACHED W/3-16D TO EACH UPPER RAFTERS RAFTER BELOW RAFTER H `�\ PORTAL WALL SIMPSON LS70 I _ CLIP - LEDGER W/(0) - 16D FA. RAFTER .� (1I H2.6A BELOW SIMP50 HD/2 5TRON5TIE W)• FLOOR SPAN CONNECTOR each) LSTA9 W S/&'ALL THREAD ROD LS70 .. O N , c) QU cc) HORIZONTAL 2x BLOCKING FOR _ a O NAILING THE PLYWOOD EDGES G S L. L7 ,� OPLYWOOD BLOCKING DETAIL O RANOT FTER HOTER CONNECTION DETAILS O MEE.OVER LEDGER DETAIL NOT TO50ALE ` . -' -JO15Ts 2 16"O.G. ^` t V C N G� Q� 0 �\�, OPTION I:WRAP EI NLYN TIEDOWN STRAP EVENLY OVER j, \ RIDGE AND NAILER i0 ALL A w� \ RAFTERS W/ IOD NAILS EA. W j \ SIDE(IS NAILSS Q)TOTAL! � � �( � m L . C % - SIMP50N HM STRONSTIE SIMPSON LSU26 FLOOR SPAN CONNECTOR'ALL THREAD ___ _ __ _ RAFTER HANGER �h, C _ \ 9 O U.� o 0 0 0 \� o 0 0 0 � SHED ROOF HOLDDOO�BOLTED ru - _ _ _ RAFTERS 2X10/2X12 LEDGER 5,5'ANCHOR BOLTS ! O 0 TIMBERLOK SCREWS(X4')TOP&BOT. //I 'co SECURE INTO SOLID FRAMING ,,, O�� P�j SS',9CyG �V/ IN IN SPACED @ 16'o/c �L �•. _ g P }eb no.: BIB • 294 8\ ID 5/B'ANCHOR BOLTS „ _ PORTAL W � LLCIu TO BE SET+AIN FOOTING MIN. / U BISHO • 'I B Ob OCTOBER 2011 STRUCTU AL s le AS NO TED D LI OPTION 2:2x6 ROSE TIES N0. r ' AND FASTENED TO T)EHRA TES 'O Wn MM NA A MINI"ILS P4SIDEOF(0)IOD COMMON ,p AZ. O - D,o CG/STER s , FSS/ONAL NG rev. a o O TYPICAL RIDGE STRAP DETAIL OPTIONS O LEDGER DETAIL GARAGE HOLDOWN DETAIL EXT. WALL 10 PORTAL WALLS CONNECTION DETAIL , NOT TO SCALE NOT TO SCALE O NOT TO SCALE O NOT TO SCALE n 4 p ISSUED FOR PERMITTING snt: q of .1 I