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'? �!V, .�i,�q%,;,,­qxag , I I � W 1 'I , , "', `1 6) �'Y'P�, , . fill 10,4 ,y � jj 3� , _x -, ,,� f;q, f a .i � jf� I �11K� � ., I, 'Y' ',(� .�?,�, -. 'I;, i. i i I H , , Mll ,I,I ., I Now" A ,g't,,,;c;F,.-,,1 11" " ,, , � 1#1 g , I 0, " if f�, �Ii� �d 41wir 'ju, , - N rk"',1,I k;ill W v . I , . ", .� ,� � i, 11 - � I � 1, , , " I i W I, , I , ,� , ,�g 1' lff#�, , I I I M ,,�,,�" " , mw'�!, 0 IN �Nl 1pmy.';,�*��f-�� ,; __ ''.." - 7 4 �, . " ; �-11, , F .�� I 11 "''11� , " , ,; , "I �,� ! �� ,�,-,.fi, ! ! ... , �!!!!: � , �, III i­ , � � � � � � � � � � � � � � � � � � � � � � � � � F :� �F I ��,,��, ­), ," ,�., ""!�i� i � � � � � � � �4 " � e . ����,�7 ,�,',��i � � � � � � � � � � -1-1�� .:,', � �� ! ! I ""i. ,N_ ,, - I r � t Town of Barnstable :: �'r '> c s „ai ; s '- �',�" var ,i' � ,. ,s.' ;.,i ,''. 44 Po t This Card So That it`is Uis�ble:From°the;Street„Approved FlansvMust be Retained on-Jobandthls Card Must be Kept �,. Building M $ Posted Unt�I F�na(Inspect�onHas Been Made rPermit read° Where a Certificateµof Occupancy is Requ red such Builds g shahl NotFbe Occupied until ii Inspection°hasEbeen made Permit No. B-19-3839 Applicant Name: W. Ray Colwell Approvals Date Issued: 11/14/2019 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 05/14/2020 Foundation: Location: 31 SCUDDER BAY CIRCLE,CENTERVILLE Map/Lot 188-095 Zoning District: RD-1 Sheathing: Owner on Record: HORGAN,FRANK L III Con"tractor:Name"`:5C Energy Framing: 1 r Address: PO BOX 250 Contractor License: 194390 2 HYANNIS, MA 02601 ' .. Est Project Cost: $8,080.00 Chimney: Description: Insulation;See Contract Permit Fete: $91.21 i' Insulation: Project Review Req: Fee Paitl $91.21 - Final: Date , 11/14/2019 Plumbing/Gas r Rough Plumbing: b Building Official- Final Plumbing: This permit shall be deemed abandoned and invalid unless the work autho lied by this permit is commenced within s x months after issuance. All work authorized by this permit shall conform to the approved application a ndithiOapproved construction documents for which`th's 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 Iaws:and codes. '� m f ' ' This permit shall be displayed in a location clearly visible from access street orro' and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. P Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Bui ding and Fire Officials aare,'prouided on p,is-permit. Minimum of Five Call Inspections Required for All Construction Work:= - 2 - Service: 1.Foundation or Footing i. Rough: 2.Sheathing Inspection , 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). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: w V- _ * TOWN OF BARNSTABLE BUILDING.PERMIT APPLICATIO b Map Parcel Application# Health Division Date Issued Conservation Division 8� Application Fee Planning Dept. �: ��// Permit.Fee Date Definitive Plan Approved by Planning Historic - OKH _ Preservation / H �1 Project Street Address C ti d - , - --'� Village i�d n 4Gv V i1/4 Owner VIM a. Address Telephone r<O' Permit Request tA� t �; , �� s� ►,.,z G Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new 4 3-7 Zoning District 4 llod Flo Plain Groundwater Overlay A i`d�` .4C Project Valuation Construction Type A44 ' Lot Size o _�1 C� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family u Two Family ❑ Multi-FaX units) Age of Existing Structure l 5 Historic House: ❑Yes On Old King's Highway: ❑Yes W40 Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other E%Y q. ) a Basement Finished Area (s ft. -t� Basement Unfinished Area (sq.ft) Lf� CJ� Number of Baths: Full: existing e)` new Half: existing new Number of Bedrooms: 3 existing new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 3/Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes J No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 4�1r% Detached garage: ❑/existing ❑ new size_Pool: 0 existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: 0 existing new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ©J, &6, Telephone Number -7-7 Address LQ, ©u y License# al q (V 0 .�,-,, ✓<<f�� W L4 - (Q 7— Home Improvement Contractor# Email L��' 4"Jj6A,74 6.�� 4d"Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO/�71 r /hr�r✓��i SIGNATURE DATE f FOR OFFICIAL USE ONLY .r APPLICATION # k DATE ISSUED MAP/PARCEL NO. i ADDRESS VILLAGE f ' OWNER' DATE OF INSPECTION: �= FOUNDATION FRAME i INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL If PLUMBING: ROUGH FINAL GAS: ROUGH FINAL t FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. • 31 Scuvib,�Y� � �! 2C[C Cam'►�2 v c c.c c "yt AWE'Guide to Wood Construction'in Highh Wind Areas:110 mph Wind Zone Massachusetts Checklist for°C€�mpl arlce (78o cMRs3oa z r':1)1 • ;' Q Check 1.1 SCOPE Compliance Wind Speed(3-sec.gust).................................................................. 110'mph . ........................ Wind Exposure Category.............................................................. .... ............................................................. B . 1.2 APPLICABILITY Number of Stories (a roof which exceeds,8:in..12 slope shall be considered a story) Z stories <_2 stories RoofPitch ................................................ .........................(Fig 2) .......................................... `l Z <_ 12:12 �! Mean Roof Height .................................................... (Fig 2).................................:..........--- Igo ft <33' � .......... Building Width,W................ (Fig3 Z!o ft .<_80' ........................... Building Length, L .......................................... _(Fig 3 Building Aspect Ratio ( 9 )..............:........:..............:.......... 3 Z#t <_80' 9 P (L/111/) .......g2 ...................................(Fig 4).................................................It Z-5<_3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4)................:.,,......:. 6g F,bSys ' ° 1.3 FRAMING CONNECTIONS General compliance with framing connections.................... / (Table 2)................................................................ ./ 2.1 FOUNDATION Foundation Walls_meeting requirements of 780 CMR 5404.1 Concrete............:............:............:...........:....:.................. Concrete Masonry:.................................. 2.2 ANCHORAGE TO FOUNDATION1.3 5/8°Anchor Bolts imbedded or.5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general................:................ (Table 4) _ Bolt Spacing from endfjoint of plate ............. Fi 5........................... in. ( 9 ) • Bolt Embedment-concrete """"" - - ... in <6" 12° Bolt Embedment-mason (Fig 5):........................:........................j in.>7° masonry............................... (Fig 5):....................... _�Q in.>_15" Plate Washer..............:: .:.....................(Fig 5)............. ...................................>:3"x 37 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)..... 1,2 Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.............:..(Fig 7).................................................... ©ft <_d Maximum Cantilevered Floor Joists " —� Supporting Loadbearing Walls or Shea.rwall................(Fig 8).......:............... Floor Bracing at Endwalls """"""""" ft `-d Fi 9 Floor Sheathing Type ................................................ /s ................................................(per 780 CMR Chapter 55 ......................... y F o�or Sheathing Thickness ............................................... ...,..:.. (per 780 CMR Chapter 55).......,....:::. loot SheathingFastening """' in. g.................................................. able 2 ... R ) d nails at,min edge/ field 4.1 WALLS Wall Height Loadbearing walls.........................................................(Fig 10 and Table 5)....,...................... . ft <10, Non-Loadbearing walls................................................(Fig.10 and Table 5).................... �ft _20' Wall Stud Spacing ........................................................(Fig10 and Table 5 Wall Story Offsets ) in._24"O.C. .............................. .......(Figs 7&8)........................................... Oft <_d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls.......................... ..............................(Table 5)............................:..2x`�- gft O in. Non-Loadbearing walls................ ...............................(Table 5)..............................2x Gable End Wall Bracing' Z;�-__Zft.ZY in. Full Height Endwall Studs............................................(Fig 10)......................................... Gyp Attic Floor Length.........................d)..'.................(Fig.11)........................................:.....�6 ft>_W/3 Gypsum Ceiling Length (if WSP not used ..................(Fig 11)::..............:...............:........... zc- ,ft 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)........................... _Z. Splice Connection (no. of 16d common nails .............(Table 6)..............................................................� 'C ° AWC Guide to Wood.Construction in High Wind Areas: 110 mph Wind Zone Massachusetts.Checklist for Compliance (780 CMR 5301.2:1.1)' Loadbeanng Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)......................:...............................� Non-Loadbeanng 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) <_11' ' Header Spans (fable 9).................................. ft 0 Sill Plate Spans ........................................................(Table 9).................................. ..3ft O in.511' �/' Full Height Studs (no.of studs)...................................(Table 9)........................................................ 2/ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to.Table 9 ................................... able 9 .................................. ft in.-<12' Header Spans:......................... R ) Sill Plate Spans.............:.............................................(Table 9).........:.:...................... ft_in.s 12" Full Height Studs(no.of studs)....................................(fable 9)........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension,W W Nominal Height of Tallest Opening2 ............................................................................A�ei s 6 8" SheathingType........................... .................(note 4)...................----............................... in. ./ Edge Nail Spacing (Table 10 or note 4 if less)....................... .. . Spacing........................................ able 10 Field Nail S aan (T )................:..............::.:................ Shear Connection(no.of 16d common nails)(Table 10)....................................................... y' Percent Full-Height Sheathing ••• . . able 10 ..............................:.. 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................. .. Maximum Building Dimension,L �` �6;8� —rL Nominal Height of Tallest Opening .:.,................................................................... SheathingType........................................:.....(note 4)..................................................... Edge Nail Spacing.........................................(Table 11 or note 4 if less)......................... in. able 11 m. Field Nail Spacing.........................................(T )............1 in Shear Connection(no.of 16d common nails)(Table 11).................................................. '1 Percent Full-Height Sheathing .... able 11 ...................................................... % 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding f Rated for Wind Speed?. . .............................. 1 5.1 ROOFS F Roof framing member spans checked?.......:.:.......:.:,.:(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang _..............:....... ........ ................(Figure 19)............. ft s smaller of'2'or U3 1G Truss or Rafter Connections at Loadbeanng Walls Proprietary Connectors u-30 3plf Uplift................................................(fable 12).. :........................ Lateral:............................................(fable 12)....................,......................... L= 7 plf Shear..............................................(Table 12).............. . ...........T= Of klf Ridge Strap Connections,if collar ties not used per page 21... (Table 13 ......... .......... ft..smaller of U2 Gable Rake Outlooker..................... M Truss or Rafter Connections at Non-Loadbearing Walls 14 ............................................U lb. !� Proprietary Connectors Uplift.......................................... .. (Table ) Lateral(no.of 16d common nails)...(fable 14).......................................L-1Ib. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59)............ Roof Sheathing Thickness.................. .................................... in.>_7/16"WS Roof Sheathing Fastening R ) """""""' able 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. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to a 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. C'b-1-0 r ii 3AS v N. AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR s301.2.1.1)' 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: i. 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 t 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 -7WEN THIS EIIGE FdOM ON FRAMING EME8d NAiL:S ATbb.a 11 11 11 11 Y 11 1 /1 11 11 O iiCID 'r•4. 1 i� it a Go ei +I z II It, :ii Lik _ 1{{ - 11 ii g 1 11 11 S 11 Ij I If li � _ 11 14 1 {y 1 I If 1 I NQILSPACiVC+ TT" PAN See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment C0 V�� ' AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.01 f w 0 z a B FRAPAING MEMBER$ i EDGEROUVAEDIATE t � V STAGGERF� 3'MNL • WAIL PATTERN PANEL PANFL EDGE DOUBLH NAL EDGE SPACING DML s Detail Vertical and Horizontal Nailing for Panel Attachment BeamChek v2013 licensed to:Giampietro Architects Reg#7124-1030 i CBD-Horgan Residence add/alt - Beam @ Garage Date: 3/21/16 Selection W 14x 22 50 ksi Wide Flange Steel Lateral Support: Lc=4.1 ft maxe Conditions Actual Size is 5 x 13-3/4 in. Min Bearing Length R1=0.9 in. R2=0.9 in. (1.0) DL Defl= 0.09 in Recom Camber=0.13 in Data Beam Span 19.5 ft Reaction 1 LL 5070# Reaction 2 LL 5070# Beam Wt per ft 22.0# Reaction 1 TL 6552# Reaction 2 TL 6552# Bm Wt Included 429# Maximum V 6552# Max Moment 31941 '# Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/619 LL Max Defl L/360 LL Actual Defl L/800 Attributes Section in' Shear in2 TL Defl (in) LL Defl Actual 29.00 3.16 0.38 0.29 Critical 11.61 0.33 0.98 0.65 Status OK OK OK OK Ratio 40% 10% 39% 45% Fb(psi) Fv(psi) E(psi x mil Values Ref.Value Fy 50000 50000 29.0 Adjusted Values 33000 20000 29.0 Adjustments YP Factor, Lc 0.66 0.40 Loads Uniform LL: 520 Uniform TL`. 650 =A VA Uniform Load A t i 0 R1 =6552 R2=6552 SPAN = 19.5FT Uniform and partial uniform loads are Ibs per lineal ft. +. °FrOti Town of Barnstable ` Regulatory Services ' E A1S71RCPlAT4 s " "' • M��► _ R.ich2r d V.S=14 IISErfar • TomYerry,Emwm,;Commas jcmer . 200 Main Street;Hy=xis,MA 02601 -- W W W to_nImmsfable taa.IIs Office: 5OM62-4038 Fa= 508-790-6230 - t Prapeify Owner Must .' "Complete and Sign T is Section = r If Using A Builder 0W=rof tie sub ect ro x J P PAY 1�iyar oriTP_ v�/ v/� Lob to act on mybeial& ' in 2n=tt=mhiim to woik=thoazed byt Eds bmldmg pest application for. 3i -5cvocro- 15ay Crn-e,_< 0E".`r�,��<«G jnA b-2C (Ad&=s of Job) .p '*poolfences and alas are the responsiblliyof the applicant.Pools are.not to be f led or 496d before fence is installed and all foal': inspections are pelfo= ed and acrzpted- Skaat= of Owner . Sjgnatme of AppBci=, PoarName PriatName = QFOkMScoFi'1�R t, iee�rn.�Dols TDNM.of Barnstable , Regulatory to Services Richard V.Scar6 Director . RuMing DIPI.47DIk Tam Perry,RMWng(r-OMMi MMer 200 Mak SYxeet Hymzis;MA 122601 www �rt.��f n+a IIs Office. 508-962-4038 _ Fay 508-790-6230 wNmLu:E=x3azErnnx I>AM JOB LOCAMK sf number' ' 3c VM3 $oMEOYdAgR_ hone# Timm- P . 7 C ERE NT NflI_G ADDRFSS' _ ta�ea up rode . The current exemption fior`5�omeown was exfendad to include ownar ied d Ii of six uaifs or less and in aIIoW homsovrnms to engage an bi viduaT in baewho does notpossess alit q pfnvided thatthe Qwner acts as saoervisor_ { n�LOx oR s 4P'NEB 1,ason(s),wbo owns a parcel of Ind on he/sba resides or' to reside,do v�icli there is,Cris intended to be,a one or two- famdy dwelling,attached or detached accessory to Bach . and/or fma stt;uetmes. A person who consfivcts more than one home is a two-year period shalt aetbe a-hrmeoFmen `zamcawnet".shaU sabmkin the BmZdmg Official an a farm acceptable to the Bnr7dmg Qff mil,thatbr! shall be ons�b for aIl sash work eda�cd,mdertbe emit (Pc 6m 109.L1) 'Ihe TMd=M- cd`hwmeownet"assomca xesp my fax Rance wifhthc Siam Bm7.dmg Code and offica appUmblo codes, bylaws,=ales aod.=g-mI bons- - jbzm deli =bon=wnee'=bf=thathrlsbe fboTowaofBamstavleStnldmgDepartnm±m=-=msp=inn pro7d„ cz md.regQamm=mfs and.thathefshcwill I with Sam pmcedrars aadrmquir� gi�az�3DmroS®cr . AppcvP•sl efBm7Crmg Omani . Note. Three-2=31y cbmEngs 35,000 feet orlarg=wMberecp iredto ca=Tp.yyFbhtho s`tateBmdmg Coda Section 1;ZTO [`rtr stmcd=CantmL $ono s sox The Co de;g fates that: `Any hom caner performing rk6r which a bwZding peradt is regimd shall be exempt from$e provisions of this sedinn(S ' it 109-LI-Liam consfrucE.o i Saper visors);provided that if the home owarx engages a person[s)for hires to do sudx rk,that such Ham.ea shaIL act as supervisor." Mauy hotmeowncrs who ase exemption are rmaware. at$hey are aging the responsi l-01 s of a supervisor (sea Ap pen dnc Q,RnIes&Regnla for Lk=sing Constt-acfmn e=visots,Sestina 2.15) This Iack of awarnaess ofte n reg liz is serious problems,p when ffie homes ner hires ed perso= Iu flats rase,our BDzrd eannat PM=c;d agaiast fhe=Hce ase3 p oa as it would wiM a licensed Sup ' or. The horawwnw acting as Supervisor is uWmxtrly responsible �� � art of ffia To eusure:drat the ho gars is faIly aware of hislhcr respmmffi many requirN p permit applicaiian,that the wn=certify thzt hedshe understands the T CTMf=of a Supervisor. On flies bmtpap of fhis issue is a form cn rr y IIsed by se ze bv= You may rare t amend an 'adopt sack a for=/=rf>cadDu for use is your cammrmz¢p - E=ise d 0613 1-3 ' Town,of Barnstable. *Permit# �Ed� 0 Expires 6 mo hs fro»ycsue d Regulatory Services Fee BA.N3rABLE � MAC Richard V.Scali,Director prFD MA'S a Building Division Tom Perry,CBO,Building Commissioner, 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY ` O p Not Valid without Red X-Press Imprint Map/parcel Number 19 CIS 7Prope Address 3 j V�� /'& Residential Value of Work V0 inimum fee of$35.00 for work under$6000.00 t Owner's Name&Address Contractor's Name_?n j Telephone Number Home Improvement Contractor License#(if applicable) Email:' Con #(if applicable) ❑Workman's C mpensation Insurance ehe one: FEB 18 2016 I am a sole proprietor ❑ Iam the Homeowner T®UVIU (�� C7gU�11C`f'/►�p E ❑ I have Worker's Compensation Insurance TOWN I V v BAR 1s S A L P Insurance Company Name vYG .TAri Workman's Comp.Policy Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to' . ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) g: ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.32)#of windows #of doors: . Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required' Separate Electrical&Fire Permits required. *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 Home Improvement Contractors License&Construction Supervisors License is required. SIGNATURE: 11 Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 040215 PA CONE a IVA- (AK p j SMOKE DETECTORS REVIEWED '1 BLE BUILDING DEPT. DATE FIRE DEPARTMENT DATE �� BOTH SICHATURES ARE REQUIRED FOR PERMITTING t BARNSTABL.E « "L"� s639• Town of Barnstable 10� ,. Regulatory Services - Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis;MA 02601 ` • www.town.barnstable.ma.us Office: 508-8624,038 Fax: 508-790-6230 Property Owner Must k Complete and Sign This Section If Using A Builder ti I , as Owner-of the subject property' hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date/ r: Print Naive rn if Property Owner-is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. , QAV,TFILES\FORMS\building permit forms0TRESS.doc Revised 040215 Town of Barnstable Regulatory Services oFSKWE rQiy,` Richard V.Scali,Director Building Division ' * 13MMST'A" Tom Perry;Building Commissioner MASS. 1639. 200 Main Street, Hyannis,MA 026 ArFD www.town.barnstable.ma.0 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE MPTION Please Print DATE: JOB LOCATION: 3I ✓ T� number treet village "HOMEOWNER": name, home phone# work phone# . �t CURRENT MAILING ADDRESS: Cf cb&wn state zip e The current exemption for"homeowners"was extende to inclu enwner-occupied dwellings of six is or less and to allow homeowners to engage an individual for hire who does n t pos ss a license,provided that the ow r acts as su ervisor. DE O OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resid r intends to reside,on whicJed ,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to uch use and/or farm structurerson who constructs more than one home in a two-year period shall not be considered a homeo Such"homeowner"shalto the Building Official on a form acceptable to the Building Official,that he/she shall be res ns le for all suclivork erfoder the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility fo complian a with the State lding Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she and rstands the To of B table Building Department minimum inspection procedures and requireme sand that he/she will comp with said proce es d requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 3 ,000 cubic fe t or larger will be r uired to comply with the State Building Code Section 127.0 Construction Control. HOMEO R'S EXEMPTION The Code states that: "Any homeowner erform' g work for which a building ermit is required shall be exempt from the provisions of this section(Section 109.11-Lice sing of construction Supervisors • provided that if the homeowner engages a person(s)for hire to do such work,th.t such omeowner shall act as supervisor.' Many homeowners who use this exemption re unaware that they are assuming the re onsibilities of a supervisor (see Appendix Q,Rules &Regulations for Licensi Construction Supervisors,Section 2.15) Th' lack of awareness often results in serious problems,particularly when t homeowner hires unlicensed persons. In this c e,our Board cannot proceed against the unlicensed person as it wo d with a licensed Supervisor. The homeowner acts g as Supervisor is ultimately responsible. . To ensure that the homeowner is y aware of his/her responsibilities,many communities r quire,as part of the permit application,that the homeowner ertify that he/she understands the responsibilities of a Supe isor. On the last page of this issue is a form currently used b several towns. You may care t amend and adopt such a form/c rtification for use in your community. Q:\WPFILES\FORMS\building permi rms\EXPRESS.doc Revised 040215 Assessor's office(1st Floor): � ; c�STeE THE Assessor's map and'lot number '�7J l/ ��/�`r` TALLEo Im Q',� 1. o` Board of Health (3rd floor): t r, ���" LIANCE ew�`� Sewage Permit number la' E WITH TITLE 5 =T' _ - _ "WITH CODE AND = 2AUSTAX" i ,Engineering Department(3rd floor)/ f MUL ' House number T®�/IV ooa 9. h��/� a REGULATIONS or�vd� Definitive Plan'Approved by'Planrnng Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only 3 aPi RovE N := OF BARNSTABLE SarnstaWel`Com4rvation Cep �n 1 �1 aj_ ILDING -INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION ��V \rFC7hu a 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby appliesfor a permit according to the following inforrm�ation�:� ,F'Location ()�-�� l� y CIR�^� (`E47 , A Proposed Use Zoning District ` Fire District Name of Owner �OB�R� R�G� Address CIQC� CW I Name of Builder y )SWl" C, Address (80 X 6a �cS t�V11,�Z � Al_ Name of Architect Address Number of Rooms gym) Foundation eUuzl p CG)LVIZ8 l�-, Exterior S #W&& 4 Roofing Floors 02OR Interior !' Heating_ Plumbing Fireplace /y v Approximate Cost Area 11--- Diagram of Lot and Building with Dimensions Fee 0) c' 30 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Construction Supervisor's License 04r� G /71D a; RICE, ROBERT qqQQ O� �11 y B ILD ADDITION ' I No�� Permit ! ?� ht Single Famil Dw ing. - t< . Location 31 Scud B y Circle _ CenterLe - Owner. Robert. Ri Type of Cbn"ion F me , Plot �� '`• + Lot Permit Granted December 2 8 ,. 19 93 f Mi a Date of 12spPion o2hd% + 19 1 x Date,Corle�tdd f G Q� c '19 r 4. €n i i ♦Y + I r,�.. c6Lq II i t I i QOC1M S 1 ZL�/�VK 7l pn j I<l NG SI zE,Si U ttifxi�V Z�.G X6-� I i S ►*� o�z { i 66Di} I C1UYcT _ 7 1-) L /,Y&S CPA 616 U NWW Gl�sS wSIOVA w�� .� rii (� •� (,1.. _ i.` :1 - .. if y� ' �_I\\`\ ,;,I1 ti� E _._._. ._._-�._._-----�------------�---- '------'----------------- i I , a • NOTES:. 1 1 . BUILDING TIES ARE TO CORNERBOARDS 0 w oz ye`�a 2. SEPTIC SYSTEM LOCATION IS PER AS-BUILT 9 ap 5 N CARD ON FILE WITH BARNSTABLE HEALTH YYt DEPARTMENT 4h i; \fig. 1 ¢ LOCUSR�L . coLOT AREA: �,,,�.: sp ' 37086 . 7 S. F. m srv� C t cn w 0 to Q - y } ZONING DISTRICT:. RD- MINIMUM FRONT YARD SETBACK: 30' c9 , MINIMUM SIDE REAR YARD SETBACK: 10' APPROX. EXISTING p LOCATION, GARAGEOf 5Y5reM 5EPTlC (TO BE REMOVED) A V W. I PROPOSED + 140 3 91 ADDITION J EXISTING i DWELLING r r _ O �� ` O BUILDING LOCATION PLAN FOR 3 1 SCUDDER BAY CIRCLE CENTERVILLE, MA / PREPARED FOR LARRY HORGAN • 5CALE: DATE: DRAWN BY: 1" = 30' O 1-07-201 G TM W JOB NUMBER: REV1510N: 5HEETNUMBER: 1 5-02 1 CPP-I WE E LL R ASSOCIATES R= 18.00' A=28.27' P.O. BOX 417 CENTERVILLE. MA 02632 TELEPHONE: (508) 328-4692 EMAIL: tri5Weller@cgmall.com REGISTERED LAND SURVEYORS ENVIRONMENTAL CONSULTANTS Traverse PC j` o ?l Lsl/16 Q N LOq w �• � O � � FQyP •f� N Q 0° i 44 f1 ) I a- LOCU5�z LOT AREA: 3 7086.7 S. F. c Ln ZONING DISTRICT: RD- MINIMUM FRONT YARD SETBACK: 30' �p MINIMUM 5IDE REAR YARD 5ET13ACK: 10' 9%���s Tr c9 tN OF =3TEVEN W;- MSA �i EXI5TING O } O EXISTING FOUNDATION G O DWELLING BUILDINGLOCATION PLAN �O \�P• PO R. 31 SCUDDER BAY CIRCLE CENTERVILLE, MA PREPARED FOR LARRY HORGAN 5CALE: DATE: DRAWN BY: 1" = 30' 07-15-201 6 TMW JOB NUMBER: REV15ION: 5HEET NUMBER: 1 5-02 4 CPP-2 WELLER ASSOCIATES R= 1 8.00' P.O: BOX 417 CENTERVILLE, MA 02632 A=28.27' TELEPHONE: (508) 328-4692 EMAIL: tri5weller@cgmad.com REGISTERED LAND SURVEYORS ENVIRONMENTAL CON5ULTANT5 Traverse PC NOTES: 12'-0" 26'-0" 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS & DIMENSIONS IN THE FIELD 19'-6" 6'-6" ol 2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, DETAILS, & FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE 6'-8" ABOVE SUBFLOOR 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS III STATE BUILDING CODE, 8TH EDITION AMENDEMENT & IRC2009 M IIIIII EXIST' I I I I I I I M _ 5.) 110 MPH EXPOSURE B WIND ZONE DINING PATIO I—I_I—IJ 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY UP OR HORIZONTALLY W/ BLOCKING AT EDGES, 3"EDGE/12°' FIELD NAILING F7 f- 3'-4" ANDERSEN 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD I . - A251 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY RICK HOOD FOR ALL PROPOSED & EXISTING DETAILS r I 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS ----------------------i i Im 10.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS g i i I W g TO BE 3000 PSI m o 11.) VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/ OWNERS ON THE SITE A5 i i I W A5 o -- DURING FRAMING CONSTRUCTION EXPANDED ICN 12. TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. 2 GRADE GARAGE 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED I I 14•)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA, EXPOSURE "B ANDERSEN & WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF A251 MASSA CHUS ETTS WIND SPEED MAPS ®� O i i I 15.) GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE IMPACT GLAZING EXIST. .�— I I G I I VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS I KI I ,HEN I I— T i i i W/ OWNERS PRIOR TO START OF CONSTRUCTION i 1EXIS 16.' �=� s� �n1 "DTI �y I I i , I i I . �.LLOW ALI REQUIREMENTS OF THE IECC20 .2 RESIDENTIAL ENERGY 1 �F=lo DDR z's°x6's° I i EFFICIENCY REQUIREMENTS & VERIFY ALL DETAILS WITH THE`INSULATION L I FIRE RATED DOOR II I INSTALLER/CONTRACTOR. 1 I 9'0"X TO"O.H.DOOR 17.)ALL HEADERS TO BE 3- 2 x 8's UNLESS OTHERWISE NOTED DN. EXIST. © L EITHERPRESCRIPTIVE�/ !! KITCHEN A�oN IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS CLIMATE ZONE 5A(USE EITH_., VALUES OR RESCHECK CALCULATION L TABLE_4,,2 1.1 ,MINIMUM rl�aES RtPTf'vE INSULATION&FENESTRATI.O�L E01 !# E AiT ) a I I FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL I n I I U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE II 0.32 0.60 49 20 30 15/19 10(2 FT.DEEP) 10/13 o A o i NOTES: ``' A5 L9'0"X 7'0"O.H.DOO 75 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. 7APRON ------------ — — 2. 15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR C. OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS 2 0 9 0 2.-0" 2'-0„ 9'-0.l 2'-0., 12'-0" 13'-0" 13'-0" FIRST FLOOR PLAN . � -� £ DETECTORS REVIEWED LEGEND: 7* -4i� 0 EXISTING WALLS E BUILDING DEPT. DATE C= CONSTRUCTION TO BE REMOVED FIRE DEPARTMENT DATE _ NEW CONSTRUCTION BOTH SIGNATURES ARE REQUIRED FOR PERMITTING ® HEAT DETECTOR THE DESIGNER SHALL NOTIFIED IF ANY ERRORS SCALE : DRAWING NO. : C OT U I T BAY DESIGN, L L C NEW ADDITION/REMODELING FOR: C OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF CONSTRUCTION.THE BUILDING CONTRACTOR 1/4" - 1 1-0" 43 BREWSTER ROAD IN WILL BE DRAWINGSEFOR THE ONSTRUCONTENT IN THESE DRAWINGS IF CONSTRUCTION MAS H P E E MA. 02649 HORGAN RESIDENCE COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. DATE THESE DRAWINGS ARE SOLELY FOR THE USE PH. (508 274-1 1 66 TH THE OWNER NOTED.ANY OTHER USE N FAX 508 539-9402SCUDDER THESE DRAWINGS REQUIRES THE WRITTEN 3/23/2016 Al ( 31 BAY CIRCLE , ARCHITECTURAL COPYRIGHT PROTECTION CONSENT OF THE DESIGNER UNDER THE ACT OF 1990. NEW AZEK OR KOMA RAKE BOARDS TO MATCH EXISTING NEW AZEK OR KOMA 1 x 4 12 � TRIM W/2"SILL 10D NEW W.C.SHINGLE SIDING 5"TO WEATHER TOP OF PLATE ❑ ❑ Hill LE I 1 11 - io co nlnn In] nF In . Fnll - tl 11 IH OUHL-i U H I TOP OF FOUND. IL I NEW CARRIAGE STYLE O.H.DOORS I VATlu FRUIN ELLE " VERIFY STYLE,MFR.&ALL DETAILS ® UV'/OWNERS i I f 12 10F7 TOP OF PLATE ❑ ❑ 00 TOP OF FOUND. REAR ELEVATION- THE ERRORSIGNER OROMIS LL BE OMISSIONS OTIFIED IF EFOUNDONY SCALE : DRAWING NO. : C OT U I T BAY DESIGN, L L C NEW ADDITION/REMODELING FOR: CONSTRUCTION.S THE BUILDING CONTRACTOR J C 1 i1 DRAWING M f THESE DRAWINGS PRIOR TO START OF q 4^ B^E` „ ,ATE R ROAD WILL BE RESPONSIBLE FOR THE CONTENT 1/4 — 1 �® /"w{ K DVV�ti+ I�/� (� Q IN THESE DRAWINGS IF CONSTRUCTION 1 V IAS H 1 E E 1 V IA. 02 V49 HORGAN RESIDENCE COMMENCES WITHOUT NOTIFYING THE T DESIGNER OF ANY ERRORS OR OMISSIONS. DATE : E , THESE DRAWINGS ARE SOLELY FOR THE USE P H. (50.8 2 74-1 1 V V THESE THE OWNER NOTED.ANY OTHER USE N (� FAX 508 539��/4O2 THESE DRAWINGS REQUIRES THE WRITTEN 3/23/20 1 V O 31 SCUDDER BAY CIRCLE CENTERVILLE MA CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. NEW RIDGEVENT 26'-0" —'-- NEW ASPHALT ROOF SHINGLES 17'-9" 3'-6" 4'-9" 70. TO MATCH EXISTING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - = - - -� 'v NEW AZEK OR KOMA 1 x 8 FASCIA, I 36"x 36"x 15"CONC. d &SOFFIT W/1 x 6 FRIEZE BOARDS I I FOOTING W/#5 BARS F — — DROP TOP OF WAL AT ENTRY DOOR (1)LAYER EACH WAY—•-) I TOP OF PLATE L - - J NEW W.C.SHINGLE SIDING ( I I _ H TO MATCH EXISTING I I 12'-9" 13'-3" -- ,I I I I NEW AZEK OR KOMA 1 x 4 -1 TRIM W/2"SILLL I I I I B I I I I B 0 A5 I 8"CONCRETE I I A5 d FOUNDATION TOP OF FOUND. I I WALLS EXPANDED I ( N _ I GARAGE i I I - 8"x 18"CONC. (4"CONC.SLAB FOTINGS.TO PIH 2"TO O.H.DOOR RIGHT ELEVATION I I 40OBELOW W/6 6 WWF EMBEDDED GRADE I ON A 6"DEEP GRAVEL BASE) I I I I I EXaST.SLA19 FOi.s��.l']A�TIlI.�l YI TO REMAIN DROP TOP OF WALL I I AT O.H.DOOR. NOTE:UNDERPIN LSL RIMHOARD EXIST. FOUNDATION - WALLS VERIFY AN REQFIELUIRED I I I I SLAB LSL RD�ARD SHEATHING FILLER I I z-DOUBLE TOP PLATE SIMPSON STHD14 STRAPS I I aai• I�r:OuuiEDi ' ' I F + + + + + + (3>-13/4x U 7/B' LVL HEADER + + + + + + + + + + + + + + + + + I DROP TOP OF WALL � I I AT O.H.DOOR I LSTA24 STRAP LSTA24 STRAP A ) A - - - - - HEASIDE FACE OF DER TO GD 2x6ALl> (INSIDE TTOOC 20F' 6ALL) A5 I — — — — — — A5 FASTEN TOP PLATE TO HEADER WITH SIMPSON STHD14 STRAPS CONC. SIMPSON STHD14 STRAPS (2) ROWS OF 16d SINKER NAILS AT 3' O C PER O.H. DOOR DETAIL SLAB PER O.H.DOOR DETAIL FASTEN SHEATHING TO HEADER WITH Bd COMMON SHOWN GALVANIZED BOX IN ALL FRRA NAILS IN MINGG(STUDS,r PATTERN 9'-6" 1'-9" 1'-9" 9'-6" AND SILLS)TYP.- 13'-0" 13'-0" 15" INSTALL 5/8"ANCHOR BOLTS AT 24"o.c.MAX. (2)-2x6 2x6 FRAMING W/SIMPSON BPS 5/8-3 BEARING PLATES FORA PANEL SPLICE (IF NE PANEL EDGES SHALL BE BLOCKED, PLACE BOLTS WITHIN 6"-15"OF EACH AND OCCUR WITHIN 24' OF MM- 6„ 9„ CORNER AND TO A 8"MINIMUM DEPTH HEIGHT OF WALL. BLOCKING FOUNDATION PLAN '3be STRUCTURAL PANEL SHEATHING BE NAILED WITH (3)16d SINKERS m I I Q Lo HIND 2'x2•x�• PLATE WASHER STHD14 HOEDOWN . . o Z P.T.2 x 6 SILL W/SEALER p 0 STM14 D U O HOLDOWN 4Q c d•• 4 d D •.•A �.•. :•a D •, N00 •DIA.ANCHOR BOLT •';4 .. '. •�. t- +'a. ..'. A'; O' HD(.EMBEDMENT) :4 1= O . H . DOOR DETAIL SIDE ELEVATI❑N N4 SCALE ANCHOR BOLT DETAIL - SCALE: 1/2" = 1'-0" THE ERRORSIGNER OROMIS LL BE OMISSIONS OTIFIED IF EFOUNDONY SCALE • DRAWING NO. : C O T U I T BAY DESIGN, L L c NEW ADDITION/REMODELING FOR: CONSTRUCT ON'THE BUILDING CONTRACTOR J 11 1 11 1 V THESE DRAWINGS PRIOR TO START OF WILL BE RESPONSIBLE FOR THE CONTENT 1/4 = 1 -® 43 B REWSTE R ROAD IN THESE DRAWINGS IF CONSTRUCTION HORGA N RESIDENCECOMMENCES WITHOUT NOTIFYING THE MASHPEE MA. 0264g DESIGNER OF ANY ERRORS OR OMISSIONS. DATE THESE DRAWINGS ARE OLELY FOR THE OF HE OWNER NOTEDSANY OTHER USE OFE PH. (508) 274-1166 THESE DRAWINGS REQUIRES THE WRITTEN 2 FAX508 539�9402 CONSENT OF THE DESIGNER UNDER THE 3/ 3/2016 A3 ( 31 S C U D D E R BAY CIRCLE C E N T E RV I L L E M A ARCHITECTURAL COPYRIGHT PROTECTION - _ 'J ACT OF 1990. 26'-0" 26'-0" i ol 13-0" 13'-0" NSTALL SIMPSON CS16 STRAPS SOLID BLOCKING AT 48"o.c. ACROSS BEAM FROM F.F.STUDS IN THE OUTSIDE TWO TO S.F.STUDS JOIST BAYS ANDERSEN TW24310 3-1 3/4"x 9 1/4"LVL DN. `r 2-1 3/4 X 1/ "L L HALF WALL 12-9„ 13'-3" 4 x 4 x 1/4"HSS POST co UNDER EACH END OF co `O STEEL BEAM(SEE DETAIL) B B B B A5 A5 A5 A5 UNFINISHED m J STORAGE Z 60 NI Q �I _ o cn x� N I 12'-9" 13'-3" I 4K 1J 4K,1J 3-1 3,4"x 11 7/8"L L HEADER ANDERSEN ?W24310 SIMPSON LSTA24 STRAP SIMPSON LSTA24 STRAP PER O.H. DOOR DETAIL PER O.H.DOOR DETAIL LZ ti i 0 I --I A5 I A5 A5 �` - J 3-1 3/4"x 11 7/8"LVL HEADER SIMPSON LSTA24 STRAP SIMPSON LSTA24 STRAP PER O.H. DOOR DETAIL PER O.H. DOOR DETAIL 13'-0" 13'-0" 13'-0" 13'-0" Ar N D FLOOR PLAN E O -•---W14 x 22 STEEL BEAM WELDED TO STEEL COLUMN/PLATE SECOND FLOOR FRAMING PLAN 8"x 8"x 1/2"STEEL PLATE WELDED TO 4"x 4"x 1/4" < STEEL COLUMN LU w W LAIJ 8"x 8"x 3/4"STEEL PLATE WELDED TO 4"x 4"x 1/4" O O STEEL COLUMN,DRILL& GROUT FOR 5/8"DIA.x 7"LG. THREADED ROD W/NUTS/ Op O WASHERS OR 5/8"DIA. TITEN HD BOLTS(QTY.4) 4 x 4 x 1/4" CONCRETE WALL HSS POST TOP VIEW END VIEW STEEL BEAWPOST DETAIL SCALE: 1/2" = 1'_O" THE DESIGNER SHALL S NOTIFIED IF ANY SCALE CALE DRAWING NO. : C O T U I T BAY DESIGN, L L c NEW ADDITION/REMODELING FOR : ERRORS OR OMISSIONS ARE FOUND ON R THESE DRAWINGS PRIOR TO START OF Pp < (� �/�� CONSTRUCTION.THE BUILDING CONTRACTOR �/411 = 11—OR 43 LJ RE V V STE R ROAD WILL ES RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION MAS H P E E ,MA. 02649 HORGAN RESIDENCE COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. DATE THESE DRAWINGS ARE SOLELY FOR THE USE P H. (508) 274-11 66 THESE THE OWNER NOTED.ANY OTHER USE OF FAX 508 539�9402 THESE DRAWINGS REQUIRES THE WRITTEN 3I2�I ZO 6 O 31 SCUDDER BAY CIRCLE CENTERVILLE MA CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. 26'-0" SOLID 2 x 8 BLOCKING IN THE OUTSIDE TWO RAFTER&CEILING JOIST BAYS 48"o.c.,ALLOW SPACE FOR AIR F NAILING SCHEDULE FLOW ON THE UNDERSIDE OF ROOF SHEATHING 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO. OF COMMON NAILS NO. OF BOX NAILS NAIL SPACING ROOF FRAMING: BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END WALL FRAMING: TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"o.c. HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES FLOOR FRAMING: JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-1Od PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-1Od EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK �4 LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST CD I JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT B B ROOF SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) A5 A 5,J q RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 6"EDGE/6"FIELD N RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 4"EDGE/4"FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD W/STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD 1 CEILING SHEATHING: Oa GYPSUM WALLBOARD 5d COOLERS --- 7"EDGE'10"FIELD m m WALL SHEATHING: Lu 0 WOOD STRUCTURAL PANEL (PLYWOOD) STUDS SPACED UP TO 24"o.c. 8d 10d 3"EDGE/12"FIELD a 1/2"&25/32"FIBERBOARD PANELS 8d ---- 3"EDGE/6"FIELD X 1/2"GYPSUM WALLBOARD 5d COOLERS --- 7 EDGE/10"FIELD EXISTING ROOF TIE-IN N FLOOR SHEATHING: TO BE BUILT OVER NEW GARAGE ROOF WOOD STRUCTURAL PANELS(PLYWOOD) 1"OR LESS THICKNESS 8d 10d 6"EDGE/12"FIELD GREATER THAN 1"THICKNESS 10d 16d 6"EDGE/6"FIELD EXIST.RIDGE i I I i � I I If i I _ o m LU i Zo 2 x 6's @ 16"o.c. O � 0 o r I A TYP. ROOF CONST. A5 A5 -2 x 10 ROOF RAFTERS @ 16"o.c. -5/8"CDX PLYWOOD ROOF SHEATHING 12 -ASPHALT ROOF SHINGLES 12 -15LB.FELT PAPER UNFINISHED 13'-0" 13'-0" -2 x 12 RIDGE BOARD -SIMPSON H 2.5 HURRICANE CLIPS STORAGE AT ALL RAFTER ENDS -ICE/WATER SHIELD AT BOTTOM ROOF FRAMING PLAN 3'0"OF ROOF -PROP-A VENT BETWEEN RAFTERS -WIND WASH BARRIERS NOTES: -ALUMINUM DRIP EDGE 3/4"PLYWOOD SUBFLOOR GLUED&NAILED 1.) ALL ROOF RAFTERS TO BE 2 x 12's UNLESS OTHERWISE NOTED TOP OF PLATE 2 x 10's @ 16"D.C. BEAM 2 x 10's @ 16"o.c. 2.) USE SIMPSON H2.5 HURRICANE CLIPS AT ALL RAFTERS ENDS 17 9"BATT INSULATION(R=30) 7FNEW W14 x 22 STEEL BEAM 3.) VERIFY GUTTER TYPE/LAYOUT W/ OWNERS \-5/8"FIRECODE GYP.BD. ASPHALT ON 1 x 3 STRAPPING @ 16" ROOF SHINGLES N o.c.IN GARAGE 5/8"CDX PLYWOOD SHEATHING co n GARAG E 2 x 10 RAFTERS 15#FELT PAPER TYP.WALL CONST. (4"CONC.SLAB SIMPSON H 2.5 HURRICANE CLIPS PITCH 2"TO O.H.DOOR WIND WASH 1.2 x 6 STUDS @ 16"o.c. FIRST FLOOR W/6 x 6 WWF EMBEDDED BARRIER 3'0"WIDE ICE/WATER SHIELD 2. 1/2"PLYWOOD SHEATHING SUBFLOOR ON A 6"DEEP GRAVEL BASE) ALUMINUM DRIP EDGE 4.5/8"TYPE"X"GYPSUM BOARD — — — — — — — — — 1 x 8 FASCIA BOARD 5.W.C. SHINGLE SIDING TOP OF FOUND. I 6.TYVEK VAPOR BARRIER 1 1 x 4 SOFFIT BOARD 1 1 x CONT.VINYL SOFFIT VENT 8"CONCRETE FOUNDATION 1 1 q WA x 3 SOFFIT BOARD ILLS TYP.2 x 6 WALLS 1 8"x 18"CONC. FOOTINGS TO 4'0"BELOW D E TA I L AT 1i1/A L L GRADE A SECTION @ GARAGE SCALE: 1/2" = 1'-0" A5 THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE FOUND ON SCALE DRAWING NO. : C OT U I T BAY DESIGN, L L C NEW ADDITION/REMODELING FOR: THESE CO NSDRAINGS THE TO CONTRACTOR //��11 _ 1 11 WILL BE RESPONSIBLE FOR THE CONTENT 1/T = 1 -O 43 B RE Y V STE R ROAD IN THESE DRAWINGS IF CONSTRUCTION MAS H P E E MA. 02649 H O R G A N RESIDENCE COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. DATE 1 THESE DRAWINGS ARE SOLELY FOR THE USE P H. (508) 274-1 1/�V V OF THE OWNER NOTED.ANY OTHER USE OF FAX (508> 9TO2� 31 S C U D D E R BAY CIRCLE C E N T E RV I L L E M A CONSENT OF THE DESIGNER UNDER THE A5 THESE DRAWINGS REQUIRES THE WRITTEN 3/23/2015 539 ARCHITECTURAL COPYRIGHT PROTECTION 'J ACT OF 1990.