Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0079 ALTHEA DRIVE
i+tj [ ;. � . a . r ,• , ,; °: as �tt +t}}{µ(����((j}j}j}} ��yx�+•��} Y[(! Sy) SE ti ,'1�ipYy{f�r I+It���(}tE(�� ')j(f'r'!{�tgyy..yy����n(p 1iy �{f' j�/{ t MAIN �fj'{}ir I S,.LJ 7. �! �l bile IffllF. ..1 B.IA 'Hl.. ! a Ai ! `'' # RG A 3. � l � +► a All ' ri• `u I t, `'..y�!{N 'I rx �Mnn" I{• ) t. L ',Iat Neal • / yr�' f. �i {� °ri �� T 4 , N E� n it ti* pl f •p �4x' r• { ,ly� AAA k. ff Y d� 'I.A. a. r� as •iA. v ky. � ?I r rl,. �' .IN A ! 'SY L Vl �yW I"` n yr •,��. 'f a 'r s,. Y. b,. .r- rr j "' `,F. .r�{, r'r!N ,'I 9, efr" •,1 r� x �' fit �,. ,:Aa ••�=M °' +x '!a. ,'Y E ri iAf, -�°.N •c., ,* N yy If ��p ..a �> .' �,�. Y ;�, •L�" ai• A� i ' away Fr 'a a! :� �,'' rr 'd'"a i�' dlrr ��',a a N `.•Nr �.tw "!,1 !. r}. .G If 1 rai i' S' N.,r' le'..,;.r qq f"r .s. yj" I!` �. W c f .• nY k ,r ':? it a« i �'.It f .�i . . 1 •x� d ��� i.. I,. 1e�• t, r,U n ,a f ,. ' �. 1 rti' fk e. `;Y +.�• J. 'Cr, f u ,",{' ".�<s Rn n��'' I IR � 4x '� In il. , •i ..w If .I".�• a. •rih5'.• r;l' ": t N'>4. ! NP . Ir ,I }' x , r 7r�., a {'. °:1 ,rA' , P ..,.r 1 'ri's ar •,NN' r, � �. .. a� ,, I(,,, ,,., q A,r. P ..a�� +',. at ,n. 1 _ - " lam .•w At , �VY R ,i cr a�1�r JI a NI �,ra + f :;N• !y, _�!•' ,a 1,N' ,I 1 ,4� sxSl k,� a. ,a G a 1? '` � '•5 ,, e t ' It ' A •t , {;n n' °'''` '"'" '' T qr '� a'.' r.' Nip•' I' '.1 `iYw 9 ;! ar I 's{- �; p .A�•. a A I r t ry de I h i ti Q, A ,r 3., •F'.. � �' ,,`r. i "IY rF A�.* •T it it i ..p l,'N 'a•% v ` ap A I�y W,s�f +„ '�' «M l� '+' Ai��� �- 4 I hN• n�r46v ..p;� L .:.ly,T J r ' r} ',,il .1 1�;:,AA..i", ,• . Sa a, .� {, ..Yf ai. � � �N 'pA 1f N, la y if fir• a "tN� '1'i. � �a . t' w 19 ...� It t '�o, ..l.tn t',Ya ). .., V . ,r '. +�, °• •n r�i n M' ,fir. an. ,t• I 'p1�P � Yt< ti 'SS,. , ,e+ ..,;.,i K ,{.. ._'Uj .. ,,fl:: '''" ;:v w ,,,,`'. .. .,.`.i II "o tra �r° r,�:.. 't '+�" •'{< l .yv ='rl.'.. 'r� t," S ',i7Nn ,i+', $ d ,ai N� aft :qtl �y�.< .pr5 .11' •r �' -n a .� � � t� N N, R ' �, '.,� 4. to � "•f ,. ..� " i u °N , ) b 5` Town of Barnstable q,, ��� • Ul g s •. Pb`s-t�This Ca�tl So That itisV�sible°Fromithe Stre�et�'A� ' roved-Plans Must be`Retatned�on Job and�this CardFMus`t beaKe` t ,�` ul R Where`aCertificateofOceu anc ��srRe wire .such Buildm shallNot��be,Occu ied�until a Final lns ecton has�been;made��� , Permit Permit No. B-18-2905 Applicant Name: Henry Cassidy Approvals Date Issued: 09/14/2018 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 03/14/2019 Foundation: Location: 79 ALTHEA DRIVE, BARNSTABLE Map/Lot 333-020 Zoning District: RF-1 Sheathing: a, Owner on Record: PERRAULT, MICHELJ&ANNE F Gontraet&Name , HENRY E CASSIDY Framing: 1 gx Address: 79 ALTHEA DR Gontractor'License CS 100988 2 YARMOUTH PORT,MA 02675 Est"Project Cost: $6 400.00 X Z w Chimney: Description: 4 hours air sealing,crawlspace 737 sq ft.R 21 wrtosed cell�foam spray Pe�rmlt Fee: $85.00 Insulation: w ignition barrier over all exposed foam, x Fee Paid° $85.00 Project Review Req: Date 9/14/2018 Final: �dlW� Plumbing/Gas 01, Rough Plumbing: Building Official Final Plumbing: �t a, Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved applcatn adhe approved construction documentsfor which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by taws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained openrfor public inspection for the entire duration of the work until the completion of the same. Electrical Vw r ing Service: The Certificate of Occupancy will not be issued until all applicable signA ir, by the Build and`Fire®fficials are"provided on this permit. Minimum of Five Call Inspections Required for All Construction Work . Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 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 Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT f Application number...;......1. .•.I••7••S y o?F Date _ m Issue......5�h.J�......... ............................. NAM Building Inspectors Initials.... �. MAY 3 12010 �� /�/� Map/Parcel......�..�.?..3............. NSTASLE 1Co�? TOWN OF BARNSTABLE EXPEDITED PERMIT APPLICATION: ROOF/SIDING/WINDO W S/DOORS/TENTS/STOVES/WEATHERIZATION PROPERTY INFORMATION Address of Project: C3 pr V`mep, N G0'f35TGJ>(Q" NUMBER STREET VILLAGE '�l Owner's Name: l " � � Phone Number V8— 7 (?-A6h Email Address: IMCell Phone Number Project cost$ )15 2w� Check one Residential _ Commercial OWNER'S AUTHORIZATION As owner of the above property I hereby authorize to make application for a building permit in accordance with 780 CMR Owner Signature: Date: TYPE OF WORK Q Siding d Windows(no header change)# Q Insulation/Weatherization Q Doors (no header change)# Commercial Doors require an inspector's review M Roof(not applying more than 1 layer of shingles) Construction Debris wi11 be going to CONTRACTOR'S INFORMATION Contractor's name A.l l �v f cm Home Improvement Contractors Registration(if applicable)# 1 1 0'7 8 7 (attach copy) Construction Supervisor's License# iOZ66 0 (attach copy) Email of Contractor QS0 y GOd Ck Phone number ALL PROPERTIES THAT HAVE STRUCTURES OVER 7S YEARS OLD OR IF THE SUBJECT PROPERTY IS IN. ___ A FA I11r•rnn1i^ n nDDMIAI RIPMRF d PFRMIT CAN BE ISSUED. APPLICATION NUMBER............................................................ *For Tents Only* Date Tent(s)will be erected Removed on number of tents total Does the tent have sides?Yes No (If yes please attach floor plan with exits marked) Dimensions of each Tent X X X Additional tent dimensions can be attached on a separate piece of paper. Check one: this event is a: for profit non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s) of each tent If food is being served at your event please obtain a Health Department approval between the hours of 8:00am-9:30 am or 3:30 pm-4:30pm. Commercial events may require Fire Department approval, *WOOD/COAL/PELLET STOVES Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back left side right side HOMEOWNER'S LICENSE EXEMPTION Homeowner's Name: Telephone Number Cell or Work number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CAM the Massachusetts State Building Code. I understand the construction inspection procedures, specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT'S SIGNATURE Signature Datel All permit applications are subject to a building official's approval prior to issuance. Owner to move all personal objects, furniture, etc., from work areas. All items against walls should be considered for removal during any exterior siding jobs, additions, etc. to guard against damage. In the case of any roofin; and ridge venting, dust and debris should be expected and any items in the attic should be removers. ROOFING AND SIDING OF CAPE COD, LLC is not responsible for any damages if said items remain in place. Curtains, drapes and window and door treatments may need proper reinstallation or replacement by customer due to sizing on any window or door replacements and is not included in jobs contracted with ROOFING AND SIDING OF CAPE COD, LLC Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance upon above work. Workmen's Compensation and Public Liability Insurance on above work to be taken out by ROOFING AND SIDING OF CAPE COD, LLC. Owners who secure their own construction-related permits or deal with unregistered contractors will be excluded from access to the guaranty fund. This Contract not valid unless signed by Corporate Officer: Acceptance of Estimate The above prices, specifications and conditions are satisfactory and are hereby accepted. ROOFING AND SIDING OF CAPE COD,LLC is authorized to do the work as specified. Payment will be made as such: 1/3 Depositj' 1/3 Beginning of work 1/3 upon completion I Date: 5 l Signatures: G Note: No work shall begin prior to the signing of the contract and transmittal to the owner of a copy of such contract. You. the buyer may cancel this transaction at any time prior to midnight of the third business day after the day of this transaction. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # 3 3 Z b Health Division Date Issued Conservation Division Application Fee Planning Dept. p Permit Fee � � - Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis , -Projecf Street Ads fires 3 *A ea a- vp Village Owner - 11:_ ►�+� Address N Telep--j-(YU0) 4 A3 -2-01A Permit Request 246 26 Ode)f on 6n da L w rV m v 1- Square feet: 1 st floor: existing 20proposed 460 2nd floor: existing lfia proposed dotal r ew Zoning District Flood Plain 91D Groundwater Overlay Project-Valuation- Construction Type Aamf d� Lot Size ,6,63 sf Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 27 :�, Historic House: ❑Yes [(No On Old King's Highway: 3r� es 0 No Basement Type: YFull U Crawl ❑ Walkout UdOther Pg�e._ys dyl .14 k Basement Finished Area (sq.ft.) D Basement Unfinished Area (sq.ft) /J92. Number of Baths: Full: existing new ® Half: existing new Number of Bedrooms: e� existing 0 new Total Room Count (not including baths): existing 7 new First Floor Room Count Heat Type and Fuel: dGas ❑ Oil ❑ Electric ❑ Other Central Air: VYes ❑ No Fireplaces: Existing _New 0 Existing wood/coal stove: ❑Yes 2( o Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: 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--_ 1cy7Nw Parr4all Telephone-Numljer Address9r��7yt�R �r1� License ('11ntma�2c.�� Home Improvement Contractor#.____ ,. M4 / -h` 794ea Dr:.; Ywpno4 Rd 02'7,5vorker's,•Compensation ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNAT_URE._ _ DATE 1 E FOR OFFICIAL USE ONLY APPLICATION# ,K F DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER 4 DATE OF INSPECTION: r. AWFOUNDATIONA'��;lu,VL),A.P 'diAQA•fjL " FRAME Y.INSULATION a, FIREPLACE 1 a ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED.OUT ASSOCIATION PLAN NO .. . i Town of Barnstable Regulatory Services ' $"a'" M ` Thomas F.Geiler,Director •`�� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 20/3 r nn JOB LOCATION: 73 /-H�fR D-r (Q7B jjj" N i. ynuumber / street a�/] 2 vill e "HOMEOWNER": /rl l�� f�1-1�-1.1,1 fi C O a/?'7 ^,©I e name home phone# work phone# CURRENT MAILING ADDRESS: 79 I-,eA A A1ytn,O'A 10le--t NR-. D264:5 city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection proced es and equir en that he/she will co ply with said procedures and requirements. Signature f Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. C:\Users\decollik\AppData\Loca[Microsoft\Windows\Temporary Internet Files\ContentOutlook\QRE6ZUBN\E31PRFSS.doc Revised 053012 a �VE r, Town of Barnstable . Regulatory Services * snRrrsrest.E. * Mass g Thomas F.Geiler,Director i639.� . Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner st Complete and Sign T s Section If Usin A B der as Owner of the subject property Chereby authorize to act on my behalf, in all matters relative to w rk autho ' d by this building permit. Address of Job) **Pool fences an ala s are the responsibility of the applicant. Pools are not to be fille or u ' ed before fence is installed and all final inspections.are erforme and accepted. Signature of•Ownex tsignature_of p 4cant 4 CZ-3P—riat-N`�e P Name Q:FORM&OWNERPERMISSIONPOOLS 62012 e u� xv ;.cs.:xi L5-V�.V-rt e2 : p�SNofMgssq MICHELE �yc x ST CUD►LO RUCTURgL � No 34774 /STEP�� NAL T`( v EG. Z . x s l � � z el ,3 6 fLcb c -T -q; .S i H �c L L /'sue � fl �1. I i A seta s 4iG ) �� 2X " �� � . i11 t I MIN $ f F f COMM °^'� � z y 0 ccc-) 0 ......................... ......_ i Tr 1 GOMMONwF a q�r oa u'-, y p oco i w � � N©(2r4 �`LEVAT'10N `zN°FMAss9cy MICHELE a CUDILO o STRUCTURAL y No 34774 09 9FGISTSP�Oa��Q O SSIONAL 0 G' a f J 47 tA r. H OF MgSs c,. MICHELE CUDILO Q V�"Z 1 C 3 �- o STRUCT7 R4 L <n ` No � v t/ FSSIONP0- 01 L 714 Its A 6 C _ C©NCKEYE , a Ott OF MASsq dW �P CyG e GOO1L RAL N S?RoCT774 P r +-' No �Q A9�FSS'rONP _� + OFMASSg6 0 2� MICHELE GNP z CUWLO -� o STFIUCr L m No 34774 �Q A9p�FGIsl FSSIONM- �1�13 s I if 4 r • 7 � a. � ; F; � i Ii €� II / a {�(• � {t Fi 1� �+ igt �.� (� i �: ; ftft F. 4 ii � � Ei '• �i ri' i I tit� t Ili ( (lade to It ood (•r►u.%trurtioit in lli,,h 11 iud !re a%: Il(l ntph 11 itul Zoiic Massachtisetts Check Iist for (..'orn p I ia nee c7so( MR ;301.2.1 1 it 0 n«I. 1.1 SCOPE Compliance Wind Speed(3-sec. gust) .. .... .. . ...... ...._. ......110 mph Wind Exposure Category _ B — 1.2 APPLICABILITY Number of Stories (Fig 2) '7i stones s 2 stones _ Roof Pitch (Fig 2) _-.. Z; /-Z-5 12 12 _ Mean Roof Height (Fig 2) G.3._3 ft s 33' _ Building Width. W (Fig 3) . . . Zoft s 80' — Building Length, L (Fig 3). ?�vft s 80' — Building Aspect Ratio(LIW) (Fig 4). �, `, :s 3 1 — Nominal Height of Tallest Opening' (Fig 4).. _ us 6.8- 1.3 FRAMING CONNECTIONS General compliance with framing connections (Table 2) 2.1 FOUN'difilON Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete... _ Concrete Masonry 2 2 ANCHORAGE TO FOUNDATION 5%8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general (Table 4) in _ Bolt Spacing from end/joint of plate (Fig 5) ��Z in 5 6"- 12- _ Boll Embedment-concrete (Fig 5) Z in _a 7" _ Bolt Embedment-masonry. (Fig 5). in >_ 15- _ Plate Washer (Fig 5) t 3"x 3"x �.1 FLOORS Floor framing member spans checked (per 780 CMR Chapter 55). . .... .. _ Maximum Floor Opening Dimension (Fig 6). ...... ... - It s 12'or L/2 or W/2 _ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6). .. _ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall . (Fig 7). ft s d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall (Fig 8) . .... .. _T ft s d _ Floor Bracing at Endwalls .(Fig 9) Floor Sheathing Type (per 780 CMR Chapter 55). _ Floor Sheathing Thickness .. . . . . .. (per 780 CMR Chapter 55)... . ..- 3 in. — Floor Sheathing Fastening. (Table 2). 6 d nails at to in edge/ in field _ 4A WALLS Wall Height Loadbearing walls (Fig 10 and Table 5) _. It s 10' _ Non-Loadbearing walls (Fig 10 and Table 5). . Ur ft s 20' _ Wall Stud Spacing .(Fig 10 and Table 5). ;:in. 24"o.c _ Wall Story Offsets (Figs 7&8) _ft s d — 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls (Table 5) 2x�- ft in. Non-Loadbearing walls ATable 5).. .2x4j�,1¢ft in. — Gable End Wall Bracing ;e— — Full Height Endwall Studs (Fig 10) . _ WSP Attic Floor Length (Fig 11) � � ft tW/3 _ of MAR Gypsum Ceiling Length(if WSP not used) (Fig 11) >�. _It Z 0 9W _ 2 x 4 Continuous Lateral Brace @ 6 ft o c (Fig 11) t MIGHELE — cool LO AL v� tii;��r.r- :.r:�:yt�. �I ��7 1 an,7 1at*, 6, 0 51RU r :C;rlir,ciioi: . . '�-)ri, :li.1niiin nails, No 34174 Q � 4Z-3 '�SSIONA� �/�`� /l I I I ; (;rrirlc tr, 11 ii .'r, I.ctrrretunr lrr rh h bi inr I reas: l 10 mph Massachusetts,Checklist for Compliance (780( 1,11R 53111.2.1.11` Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Tables 7)...........t4.1A......... ........ — 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).....................I............ ft in. 5 11 Sill Plate Spans .........................................................(Table 9)..................................-2 ft in. :5 11 G Full Height Studs (no. of studs).................:..................(Table 9)................... ....................... }}.... � Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance t(Table 9) Header Spans...... .......................................................(Table 9).................................._ft=in. 5 12`\ Sill Plate Spans....................................................... ....(Table 9).........._...................... ft - in. <_�iff2"\y✓� Full Height Studs(no. of studs).................................:...(Table 9).........................I.......... / `7 t 4erior Wall Sheathing to Resist Uplift and Shear Simultaneously' M 6imum Building Dimension,W = 20 u Nominal Height of Tallest Opening2 ...........................................................................(a..< <_6'8" SheathingType..............................................(note 4)...................................................... S Edge Nail Spacing..........................................(Table 10 or note 4 if less) ....................... -Spacing in. Field Nail S P g..........................................(Table 10)................................................. I2 in. Shear Connection (no. of 16d common nails)(Table 10)........................................................ ¢/Pr Percent Full-Height Sheathing.......................(Table 10)..................................................... ... 20 5%Additional Sheathing for Wall with Opening>6V(Design Concepts).................. L r Maximum Building Dimension, L Nominal Height of Tallest Opening2.......................................................................� <_6'8^ Sheathing Edge Nail Spacing..........................................(Table 11 or note 4 if less) ....................... n Field Nail Spacing..........................................(Table 11 1�1- Shear Connection(no. of 16d common nails)(Table 11).................................................Percent Full-Height Sheathing.......................(Table 11).................................................... 5%Additional Sheathingfor Wall with Opening >6'8" (Design Concepts) x i W911 Clad ling L 20 dated for Wind Speed?............................................. ................. ................................................................ (�k 5.1 ROOFS `" I hoof framing member spans checked?........................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ...................................................(Figure 19) ........ 2- ft s smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls �( Proprietary Connectors !; '"` (,g C1 j1-V;b-7,j Uplift..................................................(Table 12)...a'!.�l .'.........................U= JT-f Lateral................. ......I.....................(Table 12)................{' ..........................L= Shear.................................I..............(Table 12)................. .................�.p.�......S= Ridge Strap Connections, if collar ties not used per page 21... (Table 13). ...1t. ..X.2.l.4.'...T 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)...................t...................... U= lb. Lateral (no. of 16�d'common nails)...(Table 14)................ .... ...............L= Ib. Roof Sheathing Type......................:.............................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness............................................ .................... ... .......... in..a 7/16"WSP Roof SheathingFastening ........................... Table 2 4..Cv.ln." f 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 8 ft. shall be permitted when 5% is added to the percent full-height ttti MASS requirements shown in Tables 10 and 11. �`� qe MICHELE �G 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2- cn � "CUDILO 0 STRUCTURAL y No.34774 _Z,/Xd I! At � 3/t'� l �' I t `4•-7 ; ', 'em^" y�-- s,r` f .>s A 7 .. ..t t i If f!- wo`§ tdf'1i h I: rIf}, 9'a d��3 �lf�kF;�iI I�,rss# b`. a thus tt, b#.'c 1ki I' — , m.-t upIia ove 30L!A 1 Loadbearng Wall Connections Lateral(no of 16d common nails) (Tables 7). Non-Loadbeanng Wall Connections r I Lateral (no of 16d common nails) (Table 8). tl- Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans _ . ___ __... __ .(Table 9) _ ft '"' in. s 11 Sill Plate Spans _. (Table 9) . _. . ..._ ft — in 5 11 Full Height Studs (no. of studs) .. _ _ _(Table 9), )e Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance t`o Table 9 j — Header Spans. __. _ _ __(Table 9) ._ _ __ ft in 5 12' — Sill Plate Spans .. .. _ ..._(Table 9) __ ft in <_ 12" — Full Height Studs(no. of studs) - (Table 9) _ ✓i ' Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension,W M. # Nominal Height of Tallest Opening` <6 8" Sheathing Type. _.- (note 4) Edge Nail Spacing _ (Table 10 or note 4 if less) _ in. ,1 Field Nail Spacing .(Table 10) _ . _ in. tj l Shear Connection (no. of 16d common nails)(Table 10) . . ..... — Percent Full-Height Sheathing _ .(Table 10)_ ._ o ?f 5%Additional Sheathing for Wall with Opening>6;8" (Design Concepts) / Maximum Building Dimension, L Nominal Height of Tallest Opening`.- 6.8" Sheathing Type .(note 4) _ Edge Nail Spacing __ .(Table 11 or note 4 if less) _ _ in. Field Nail Spacing. __ (Table 1 1) Shear Connection (no. of 16dcommon nails)(Table 11) ?` Percent Full-Height Sheathing Additional Sheathin for Wall with O.(Table enin} >6'8"(Design Concepts) Wall Cladding L Rated for Wind Speedy "i 5.1 ROOFS _- Roof framing member spans checked? _._ . (For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang (Figure 19) ._. rr4 ft 5 smaller of 2'or Ll3 Truss or Rafter Connections at Loadbeanng Walls , - r Proprietary Connectors t� Uplift .. ..(Table 12) __ _. U= g + t Lateral _ _(Table 12) . . . ` .. L= p� Shear _ __ _ (Table 12) �. S= ' Ridge Strap Connections,if collar ties not used per page 21. Table 13) , S ,4 T= If g P P 9 ( _ _s r Gable Rake Outlooker _ (Figure 20) ft 5 smaller.of 2'or L12 Truss or Rafter Connections at Non-Loadbearng Wails — Proprietary Connectors Uplift (Table 14) U== Ib. Lateral(no. of 16d common nails). .(Table 14). __. L = alb Roof Sheathing Type - _.(per 780 CMR Chapters 58 and 59) — Roof Sheathing Thickness_.. t� in >t7t16"WSP Roof Sheathing Fastening ___ . .(fable 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 t 1 c. Uplift Straps per Figure 14 F d. All Straps per Figure 17 e Corner Stud Hold Downs per Figure 18a 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. r I �Z' o.�, l4"r ra ��a��ttlr � I Nf D tN, � I �AMU3 C- MAIN, C �t MIN. YYSP ATTACHMENT 40T To 5C-,ALL ;-OR V�cR�• �1JD ��itlZ. �C1'1AG�1tl1�NT NOTES: Wood Structural Pasxls 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. f the double top plate. iv. On two story constructim upper pastels shall be attached to the top member of site 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 mail spacing at double top plates,band joists, and girders *Shall be a double row of Sd staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment rim- ccrbe Sr 2 of TI cA 5 I a ci d s � lii j f I � I I W�P _ g4��AT lNC7 WSP ATTACHMENT . Sa O'[ 'T O S GA 1. 0 IG L 4SP doPlZoWTAL �►T GMBNI GENERAL NOTES AND MATERIAL SPECIFICATIONS: (Residential IRC Construction) SK-1 FOUNDATIONS I.All workmanship to contorm to the requirements of the Massachusetts State Building Code. latest edition. 2. For site location and grading intormation.see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf, for a medium sand/gravel composition. Other soils encountered. contact the Engineer of Record. 4. Concrete: Minimum 28 day strength.fc=3000 psi.3/4"aggregate.designed per American Concrete Institute Code,latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized.min.5/8"diameter. 12" long.w/2-1/2" hook spaced per Code Checklist.or in concrete piers w/Simpson ABU-series base:SPACED 2'o/c for slab-on-grade construction(i.e.Garage.Basement,etc.). b.) All walls to have min. 294'top horizontal.2"clear.to prevent shrinkage c.) All walls linger than 25•shall have vertical control joint with watei'stopping between wall joint. FRAMING I. All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. ?. Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psi' Sleeping Floor=30 psi' Decks and Balconies=40 psi' Wind Load: Criteria used for 110 MPH Exposure B or C as noted per plans 3. Structural Steel: (as required) a. ASTM A572 Grade 50:shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 112"diameter.- punch Llhales: 9/16•'diameter. b. Welds: Shop weld cap and base plates to columns:shop weld bearing plates to bemns:use E70xx electrodes. Alternatively, field weld b_y certified welders. c. Deflection Criteria: 1_360 total load deflection. 4.Timber Framing: a.All new timber framing: Spruce-Pine-Fir No.2 with Fb=1000psi. E=1.300.000 psi,or better. b. Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi.F.=1.600.000 psi.or better. -c. Laminated Veneer lumber:All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi. F=1.900 ksi.Fv=285 psi.Fc_per=750 psi. Fc_par=3035 psi. Parallam(PSI-):All PSL shall be min. 1.9E ES with Fb=2900 psi.F.=1.900 ksi.Fv=285 psi. Fc_per--750 psi. Fc_par-2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: Li480 Live Load. L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5. Metal Connectors As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements.with all nail holes filled.with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series.or Simpson Straps over top of plywood.spaced 16•o/c. Ratter to Ridge Plate: Collar ties min. I x6(i%: 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson 112.5A c. Band Joist: Simpson straps at 4'u-'c: CS-14R-48"centered at hand joist 6. Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be If32" larger than bolt diameter. Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job. 7. Blocking: a. Blocking shall be solid blocking,2x minimum.and full depth of member. b.Stud Walls:provide blocking at 8'-0"oic.maximum height. Corners to be blocked at 48' o/c with pl)wood edge nailing to this blocking for the first 48"ofthese building corners. c.Nailing Schedule: . Solid Blocking to Bearing 2-8d toenails ea. side Blocking Between Studs 2-I0d toenails ea.end.or 2-16d end-nails ea. Find d. New Framing: Provide 2x blocking for 2 joist/ratter bays and spaced 48"o/c in joist and rafter plane at all edges:attach plywood edges to this blocking 8.Nailing Schedule: All nailing shall be in accordance with Appendix 120.Q, unless noted herein specifically. Multiple Studs 16d'ii' 12"staggered a.All nails shall he common wire nails. b. Sub-bore where;nails tend to split wood. 9. Headers less than 4'4'. use 2-2x6:all others per MA State Building Code. CONSTRUCTION DETAILS FOR TIME APA NARROW ,WALL 8111A41 I414 ',i+ .METHOD FIGURE 1 NARROW WALL OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation �401evotion Extent of header(two braced wall segments) - - Extent of header(pne braced wall segment) Top plate continuity is required per R602.3.2 1 Sheathing filler . . .( Min- no, if rt ? if needed 2'to 18'(finished widths «• 16d sinker nails . .Fasten sheathing to header with 8d common ;% � �" � (0.148"x 3-1/41 nails(0.131' x 2-1/2")in 3`grid pattern as shown 1, in 2 rows @ } and 3' o.c.in all framing(studs and sills!typ' p{. „w 3"o.c.' 1,000 lb, hea"der-to-jack-stud strap 1,000Ib. header, onboth sides of opening, " "'. "` „ � i to-jock-stud strop Max. (install on backside as shown on �i Lw q. on both sides height Side Elevation,Ref.No. LSTA24) of opening(Ref. 1 Min.(2)2x4 typ. Y ae No. LSTA241 Braced wall «� A•' if panel splice is needed it shall occur within 24'of mid-height. segment per "M" : 3/8•min. Blocking is not required. R602.10 5 # .( thickness wood Min.width based on 6:1 No of ;. .•I structural panel i sheathin s. height-to-width ratio': For jock studs I"^ g "'' example:16 min.for 8'height, per table " 20'for 10'height,etc. R502.5(1&2) ;�•� -Min.2'x2'x3/16"plate washer «. Anchor bolt per R403.1.6 Typ. Foundation per code Not to scale Or other code-recogro:ed fasteners pio�id,ng lateral resstance equal to or better than the prescribed nails # .,.....:r..,., n�rr. \... .,.,r FIGURE 2 - .. EXAMPLE OF REQUIRED OUTSIDE CORNER DETAIL JIRC R602.10.5) ' 'r--sir t c c .,c•'t t \-u. ..uiiir:i At corners,connect the "i I` two walls together as f l 6d nail at ]T o.c. outlined in this defoil to provide overturning j 'Orientation of stud may vary restraint. j Cx Gypsum,when required, installed in accordance with IRC Chapter 7 _ Wood structural panel e J 6 Job Truss Truss Type Qty Ply Perrault Residence '�-13052947B S1GE GABLE 1 • 1 0002 Job Reference(optional) Universal Forest Products Run:7.350 s Sep 27 2012 Print:7.350 s Sep 27 2012 MiTek Industries,Inc. Wed May 22 14.51:11 2013 Page 1 ID:FOeich29BpH 1 ZgUmXMOePczDx2x-oHvbAsOWGhtijpbrzaea?Af?jqQ?AAucns0yu9zDwpU 12-0-4 20-0-0 21-0 Q 12-0-4 7-11-12 1-0-0 4x4 G Scale=1:43.0 8.30 F12 8 3x4 i 7 9 T _✓Y.>— 6 9.50 Ll2 5 T T 10 15 4 T 4x4= 16 14 0 ST1 T 3 17 13 C; 18 11 121� a 19 6.00 12 8-0-0 3x4 7 2 3x4 12-0-0 20-0-0 12-0-0 8-0-0 Plate Offsets X Y: 2:0-1-1 Ede 11:0-1-1 Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.20 Vert(LL) -0.02 12 n/r 180 MT20 197/144 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.11 Vert(TL) -0.01 12 n/r 80 TCDL 10.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.01 11 n/a n/a BCLL 0.0 Code IBC2009/TP12007 (Matrix) Weight:70 lb FT=4% BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: OTHERS 2x4 SPF No.2 or 2x4 SPF Stud 6-0-0 oc bracing:18-19,13-14. REACTIONS (lb/size) 2=260/20-0-0 (min.0-3-6),15=194/20-0-0 (min.0-3-6),11=258/20-0-0 (min.0-3-6),16=204/20-0-0 (min.0-3-6),17=219/20-0-0 (min.0-3-6), 18=118/20-0-0 (min.0-3-6),19=391/20-0-0 (min.0-3-6),14=136/20-0-0 (min.0-3-6),13=381/20-0-0 (min.0-3-6) Max Horz 2=372(LC 5) Max Uplift2=-186(LC 4),11=-181(LC 7),16=-111(LC 6),17=-123(LC 6),18=-66(LC 6),19=-229(LC 6),14=-84(LC 7),13=-245(LC 7) Max Grav 2=260(LC 1),15=391(LC 7),11=258(LC 1),16=204(LC 1),17=219(LC 1),18=118(LC 1),19=391(LC 1),14=136(LC 1),13=381(LC 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=92,3-4=-82,4-5=41,5-6=-57,6-7=34,7-8=32,8-9=-60,9-10=-87,10-11=-109,11-12=37 BOT CHORD 2-19=34,18-19=10,17-18=21,16-17=18,15-16=18,14-15=20,13-14=-7,11-13=34 WEBS 8-15=-144,7-16=-164,5-17=-173,4-18=-103,3-19=-297,9-14=-117,10-13=-288 NOTES 1) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp D;Partially Exp.;Ct=1.1 3)This truss has been checked for uniform snow load only,except as noted. 4)This truss has been designed for greater of min roof live load of 15.7 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 111 lb uplift at joint 16,123 lb uplift at joint 17 and 84 lb uplift at joint 14. 11)HTW24 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,11, , ,18,19,and 13.This connection is for uplift only and does not consider lateral forces. 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)15,11,16,17,18,19,14,13. 13)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1,i .� .�.i:.�L3�.�)�itr—.�.:'��.�r_i.:.'tsC.��.�.z.�i.a_,[..►:...a._.e:ae.:........._..-.�L'..�.:.i_L..,.... .. ... ... .... Syc��T / o� z XA/&�7 fIGT6,/�/2 P-'e/VE #a. Z*-,9ct/ 9c. � l , / Al s° it►�� I W I �.�1.-,ass\v� � `�d ` N wc.E _ Zl' 98' EzeV. 70p of �- -- Z*'t / I /0 Z' CO fo Logy- A,Z8 .00 OF 210 KELLEY \ No. 281CC .'�S it �►t��s�'��C�S7E.4�� a ,�h lLgJ;�r I�L.9n/ LOCATION a .MA,s s. SCALE . ./.��.`,?°. .. . DATE .'.`�R?z PLAN REFERENCE ..B&7A"C..407.A'ZB S!/o yv,Al o iv I CERTIFY THAT THE S"GA77oN SHOWN ON THIS PLAN IS LDCATED ON THE GROUND Nam- EZEygTJoNS e-45&D O// AS SHOWN HEREON AND THAT IT CONFORMS TO THE i`1E.?" _Td" 4"eZ. SETBACK REQUIREMENTS OF THE TOWN OF . . . �4 'L!`f-3"TF}'�.4E .. . .. WHEN CONSTRUCTED. DATE so e. &KA . 'C' 'v._ S t t, - r c vk xrg sv a # r 4 y ." _ e c *` .� a �,"€ 2T. ' 4 h x ,�`"r e*s a ^�" �`�t•-+fi r ' .Y�• ,t �..a ..t5}5+ �1 'y`!r ` >k t t rk• Y w ,.ems 4!O �t� P.�fiF;� 'r�U "`'`ix 7' -;`k•' P_ ywl fit '��� y. �,.<��T �.h S- �A ��� JkB�� ��#� �w.a ,��yD`y 7�y ,L'� aT7 ,� �"a,F' •� �` � `s�,.. +.. '� let °.?F .� �,� R; g, � "f'",' �x},�4 �� " ��� fr w,k:}�t mu"�� 4 rfis�.�'a�'y�� �.7+k^✓:' .��y r;��•U4$� `.itw+^��a'm s." ���j� /LI�O�a��, ,r;��u' :a � ,,..x � af'.F;:•6 ��` zr-,`., s,-a,•�.��^"k.., i..� ,K��'�/Lfi��J Q'M d..'°�z-C. ". o r�' 'irk "'.`�.�3k�� '�'a.. k �' r'v-.+ri+ a :guy �� r S3yti ate sl ,s k a s''� e.d t "' .c ..� �, g",�,x `{"^+ �� a "^`�c7� -.3.:n - ..�- '=u4W ,..Ey. i s. ��:y�-.:�h•..- HE IX n $. y1j' ,�"°'" w " a, F's.I..: �,. y �x t..'� i k j�. Oki }.. Wll "'`,�, s - ra�t, '�f(3 y '.,�/ s _ ', ' ` �` '` �a� "ti = �'t'\. ",,^' r .'F •.s ,#ufa � .i �r a � s x xsu y " s� S -<: Wdi 'M xev-T _.y yra.$ `L •::e •.:8,.kt,-+.. .%::.._.,-.�cn:,�.,.....� _�.x.7...,E-.��-�t->.,w�- k3;.`n"'""""'i'�4�C'l.�r�:.-w.•�-,k,�.f� -'�'�,-tr+F-•� 4 �pry pj+:T?�g 4 *r, } ,sa YS. 3° Y %✓T ..Y F.^i+&vv sY t ' �• 5.. :F'.<o-.3'# }1 s♦ "".-..a ,yf� -J`t' � k 'i '7a •z�:.:��y. Y'. '. • a� 1,.""' aILI ?: CIS {"nae �i ? z 1 •s },7ass ,�� ,b.•�.��N�+�:.sa �,. ??ram ,�§,.; ,e "�„x � �� � 'r.trs ^M' � � ,a+y�+�• •�-� Vol � 6 w a � #;"..�' � F#•, � ? .T6" tr� r-'."4�w.,�: � � R ZIA Vu y 5OFF 4, .ys+� G�s,�'' �-�n'.�A�«x,.Aq;'r.-m ��.. .a4 �.- -g:m•^4' dYa' '�°` ?6-+.�+,_ N .,� Cr ka•�., 7 ^c ,Sx+•, '}. �, "i - "' ?d rr' .�x* �'R '... ^r's 'tat>"�, "° r''" ' x $,.Y. d �• '. .r `�, '� f rcCSv '4e* �r #. +6,:i a,,v..r a'� `, R'- ' 9 ';.m � a 4K a a^ �'rLi .,4�• E� i twf �. � ^,'c.' � -by.:'«a 'w �'� �, M '�.. �a�"L'2, `� c�.. �'ms� '♦♦ • ."afi` yr,�� k.!c, y� s� ".s ,,,,3 � � ,,,,<k a, F_c "i�� � ..^ <.�*^.+�'� ,- "`'. X�-+..,aw..:,�,3�"'��•• ^, s k*�C...-x ':. •iv�'Sa'.�i,YN4."' ,�xw �i r,� ��� �'��s#�+- - �-"7�`^-:'-if"'s'- ,�,�.+`*.. �� ��� p,,��' Y ;s�''? � �� a ka? �,.a � •�� ��0.�i- ^4 s''`'.a is)� " a 21 Mw ,Yy!*m _' '', %`.,p� �"'xff2 ', ,•s w" J. '4 a v .., d i� k �'�.: ",s^I_-re .�,�'s�,-, �'.: ` „+#' 4 °•- td �, ." }^fit+ „ ;., � - i K:y, '' t.� .." •t kt°^� " f. aka x�3p' g } 1.Fe � _ d c+ �,� ,' .t^, '. w�<r' e- � >v"�+ vv,,xt x , -� 74 Gw tl � d e X of �A `V ,[�. J`i�rC-�±� "4S yry�` "�.t, rF• R4 F2' �s'.+'f` �'', �.*o+-,r " !:^�'�= h K :a a✓ t R .t ,P Qr fi^,.x, 'a.%r•tom -i `K, Y `k. �`£ ? �:'+ ry ••i!* <y, VIA k-_.,`�. ,y, ''+{.. #`,,Y,} + a.a #° "`w wm f',y�,e - •v�..r +�4 '�,„_ 1.`ih ;.Y" �l v��. Gk'e N A. an :p '$- r v _ :l� 'r r' €'r - - -r•" r.. zx. - a a F. d top I 44 ..a t < JL AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 0 Check 1.1 SCOPE Compliance WindSpeed(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 <_2 stories RoofPitch ...........................................................................(Fig 2) ...........................................2 <_ 12:12 MeanRoof Height ...............................................................(Fig 2)...........................................:......J�:ft <_33' BuildingWidth,W ...............................................................(Fig 3).................................................loft :5 80' BuildingLength, L ...............................................................(Fig 3)..................................................eft <_80' Building Aspect Ratio(L/W) ................................................(Fi 4 t, :53:1 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 FOUNDATION1•3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only BoltSpacing—general ................................. .........(Table 4)...................................... ......... in. Bolt Spacing from end/joint of plate .............................(Fig 5)..................................... 6"—12" Bolt Embedment—concrete.........................................(Fig 5)............................................... 7 in.>7° Bolt Embedment—masonry.........................................(Fig 5)............................................N'6t• in.>_ 15" PlateWasher................................................................(Fig 5)...............................................>_3"x 3"x,/4n 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)...................... ` ..... Maximum Floor Opening Dimension ...................................(Fig 6).................................................._ft:5 12' 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)....................................................— It :5d FloorBracing at Endwalls....................................................(Fig 9).................................................................... Floor Sheathing Type .........................................................(per 780 CMR Chapter 55).................................... Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55).1A b................ 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).A'.a.9.............._ft <_ 10, Non-Loadbearing walls.................................................(Fig 10 and Table 5)....... .. .. _ft <_20' Wall Stud Spacing .........................................................(Fig 10 and Table 5)......� `�......_in.s 24"o.c. WallStory Offsets 7.......................................................(Figs 7&8)............................................_ft <_d 4.2 EXTERIOR WALLS3 Wood Studs f f Loadbearing walls....................... ._................................Table 5)...... .. 12 ' x—_=ft_in. Non-Loadbearingwalls............................................... . able 5 ...............x........2x ft_in. Gable End Wall Bracing' FullHeight Endwall Studs.............................................(Fig 10)...................... ................................... WSP Attic Floor Length.................................................(Fig 11).............................................. ft>_W/3 Gypsum Ceiling Length (if WSP not used)...................(Fig 11)............................................— 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 I Splice Length .........................................................(Fig 13 and Table 6)...... ............ ft Splice Connection (no. of 16d common nails)..............(Table 6).......................................z.............. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMx 536.2 1.41 Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Tables 7)....................................................... Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Table 8)......................................................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .........................................................(Table 9)...................................__�? ft.3 -in._< 11, Sill Plate Spans .........................................................(Table 9)...................................-6-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) Header Spans...... .......................................................(Table 9)................................... 3 ft in.s 12' Sill Plate Spans............................................................(Table 9).......................N. ...._ft_in. s 12„ Full Height Studs(no.of studs)....................................(Table 9).........................................................2& Exterior Wall Sheathing to Resist Uplift and Shear SimultaneousW Minimum Building Dimension,W 2-0 Nominal Height of Tallest Opening2 ............................................................................_..V <6,8„ SheathingType...............................................(note 4)......................................................4QX Edge Nail Spacing..........................................(Table 10 or note 4 if less) .......................__k_in. Field Nail Spacing ..........................................(Table 10).................................................12—in. . Shear Connection (no.of 16d common nails)(Table 10)............................................go......._ Percent Full-Height Sheathing .......................(Table 10) ........................................... .1..�.*d% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension, L Z_f +0 Nominal Height of Tallest Opening2..........................................................................9&6,8„ SheathingType...............................................(note 4)..................................................... Edge Nail Spacing..................................:.......(Table 11 or note 4 if less)........................ in. Field Nail Spacing ..........................................(Table 11).................................................J_?_in. Shear Connection(no. of 16d common nails)(Table 11)........................................................._ Percent Full-Height Sheathing .......................(Table 11).............................7..................16�._% 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts)..................... Wall Cladding n Ratedfor Wind Speed?................................................................ ................................ 5.1 ROOFS Roof framing member spans checked?. Jwq.4.(For Rafters use AWC S an Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19).............,58 ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors ' ,� n Uplift.................................................(Table 12)... �('. r 95. ��..U= 123 plf Lateral..............................................(Table 12)..................... ........................L= plf Shear...............................................(Table 12).................... ........................S= plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13).......).... �.............T= plf Gable Rake Outlooker..........................................(Figure 20)...............SB ft_<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 �.`�(2&� Roof Sheathing Thickness...................................................................... ,�in >_7/1 ' WSP Roof Sheathing Fastening............................................(Table 2).......�Q}...^.... . .544�n�......�... .. 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 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. f Andersen Andersen Windows - Abbreviated Quote ReportAnde Project Name: CAMPBELL,ROY---VAN '' i Quote M 37_267 Print Date: 05/29/2013 Quote Date:_ 05/22/2013 iQ Version: 13.0 Dealer: Botello Lumber Company Customer: T 26 Bowdoin Road Billing Mashpee, MA 02649 Address: 508-477-3132 Phone: Fax: Sales Rep: FOZ Contact: Created By: Trade ID: Promotion Code: Item Qty Item Size(Operation) Location Unit Price Ext. Price 0001 6 TW24210(AA) $ 285.28 $ 1711.68 �i RO Size=2'6 1/8"W x 3'0 7/8" H Unit Size=2' 5 5/8"W x 3'0 7/8" H Unit; Equal Sash,White/PI White, (Top Sash) High Performance Low-E4 Glass(Bottom Sash)High Performance Low-E4 Tempered Glass Insect Screen, White — Zone: Northern U-Factor:0.30, SHGC:0.31, ENERGY STAR@ Qualified:Yes I 1 0002 3 FWH6068(APLR) $ 2826.87 $ 8480.61 ll - ROSize=6'0"Wx6'8" H Unit Size=5' 11.1/4"Wx6'71/2" H li IL I Unit,APLR Handing,White/PI White, High Performance Low-E4 Tempered Glass, Finelight Grilles-Between-the-Glass, Colonial,3W5H,White/White, 1", L Factory Applied White Hinges Hinged Insect Screen, White Kit, Extension Jamb, Exterior, 6 9/16", White Hardware Trim Set, FWH/FWO,Active/Passive,Tribeca-White Zone: Northern U-Factor:---, SHGC:---, ENERGY STARO Qualified:--- Quote#: 37267 Print Date: 05/29/2013 Page 1 Of 2 id Version: 13.0 r r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel D i n Permit# 3 3 Y t Health Division �°` � 3 � � Date Issued lkoo Conservation Division Fee Tax Collector SEPTIC SYSTEM MUST 157. Treasurer _y INSTALLED IN COMPLIANCE Planning Dept. WITH TITLE 5 ENVIRONMENTAL CODE �!D Date Definitive Plan Approved by Planning Board TOWN REGULATION +Historic-OKH Preservation/Hyannis Project Street Address Village Owner `Jzq Address Telephone Permit Request Square feet: 1st floor: existing proposed 2nd floor:existing ?150'�proposed Total new ,Estimated Project Cost � Zoning District F — Flood Plain Groundwater Overlay Construction Type "Lot Size_6!�3. / Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 0 Two Family ❑ Multi-Family(#units) Age of Existing Structure �.�a,,Z5 Historic House: ❑Yes Af No On Old King's Highway: j Yes ❑No "l �" Basement Type: (Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) �✓� Number of Baths: Full: existing Z new A//G Half: existing new A/ G + Number of Bedrooms: existing new ,VIC— Total Room Count(not including baths):existing 7 - new /a First Floor Room Count T Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:$existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use ?�SiQ� �� Proposed Use BUILDER INFORMATION Name Telephone Number Address 10 5AI--r KI V&2- VRM License# e,,5r12-e,,, v Home Improvement Contractor# 71 / Worker's Compensation# �, 41/ �'— ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE TOR OFFICIAL USE ONLY _ E • • PERMIT NO. DATE ISSUED - r MAP/PARCEL NO. , a r 'f t `• i r t r; ; ADDRESS f VILLAGE OWNER., _ r r . DATE OF INSPECTION �; r FOUNDATION FRAME - r, Y INSULATION ' FIREPLACE - ELECTRICAL: ROUGH ' :Lr b FINAL r 1 it PLUMBING: ROUGH"! "* " FINAL GAS: ROUGH] FINAL 1 - FINAL BUILDING �t � �"" � •• , � - � ~r - , DATE CLOSED OUT w ASSOCIATION PLAN NO. ESTIMATED PROJECT COST WORKSHEET Value LIVING SPACE square feet X $55/sq. foot= GARAGE (UNFINISHED) square feet X $25/sq. foot= PORCH square feet X $20/sq. foot= DECK -- square feet X $15/sq. foot= OTHER square feet X$??/sq. foot= Total Estimated Project Cost o f J L� g990915b FND. l 6'6'6 .Yy OVERHANG �o -21 Zc 0„ �P &V lo•��'�T�ECK/ � LOT 29 Ci6mhe_ HSE. 179 Ad wove-W) .b LOT 27 �6 _ b LOT 28 I ANy LOT 40 RES. ZONE- "RFF1" This MORTGAGE INSPECTION Plan is For FLOOD ZONE.• "C" Bank Use Oniv — — — REGISTRY OWNER: NfH� &�AI�L.YX_,L Ap!pF O DEED REF: 7 14_L —BUYER: �L0SFP�Y_C. &_DIANE C—CABBAL_ — DATE: _MlQd_194 PLAN REF: 400 82 _SCALE:1"= 50 FT. I HEREBY CERTIFY TO _F_0_R_S_A V_IN_GS________ __ _ _ THAT THE BUILDING �����—" ��';.`� YANKEE SURVEY ,• SHOWN ON THIS PLAN IS LOCATED ON THE GROUND A9 �� I'AUL CONSULTANTS SHOWN AND THAT ITS POSITION DOES ____ CONFORM R ���A,,.,;. 40B (SUITE 1) TO THE ZONING LAW SETBACK REQUIREMENTS OF THE »��' �' TOWN OF ___B4,ELV. 'TABl, _____________AND THAT + . INDUSTRY ROAD IT DOES_ NOT _ LIE WITHIN THE SPECIAL FLOOD HAZARD �u, '}<c;.��c� v�, MaRSTONS MILLS, MA. 02648 AREA AS SHOWN ON THE H.U.D. MAP DATED_QQf.1,8/_ ��'4�� ;�' TEL: 428-0055 — 250001 0005 C *'''''1 n�' FAX 420-5553 _ _______ THIS PLAN NOT MADE FROM AN INSTRUMENT 15071 E.C. TAQ,? 1RER1'1`47w' 15ff SURVEY NOT TO BE USED FOR FENCES ETC. • ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMR Appendix J (effective 3/1/98) Applicant Name: Site Address: Applicant Address: City/Town: Use Group: /fT a zoeD Date of Application: Applicant Phone: &el Applicant Signature: Compliance Path(check one): Prescriptive Package(Limited to 1-or 2-family wood frame buildings heated with fossil fuels only) Package(A through KK from Table J5.2.Ib): Heating Degree Days(HDDbs) from Table J5.2.1a: (For items d. through i., fill in all values that apply from Table J5.2.I b:) a. Gross Wall Area sq.ft f. Wall R-value R- b. Glazing Area' sq.ft. g. Floor R-value R- c. Glazing%(100 x b_a) % h. Basement wall R- d. Glazing U-value U- i. Slab Perimeter R- e. Ceiling R-value R- J. Heating AFUE Component Performance: "Manual Trade-Off" (Limited to wood or metal framed buildings only) Climate Zone(from Figure J6.2.2) Zone 12 Zone 13 Cj Zone 14 Attach Trade-Off Worksheet from Appendix J, [and HYAC Trade-Off Worksheet, if applicable] MAScheck Software Attach Compliance Report and Inspection Checklist printouts. Systems Analysis OR Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY: a. Gross Wall +Ceiling Area sq.ft. b. Glazing Area' sq.ft. c. Glazing%(100 x b_a) ADDITION with Glazing % (c.) up to 40% may use 780 CMR Table J1.1.2.3.1 below: MAXIMUM U-value MINIMUM R-Values Fenestration- I Ceilinle Wall Floor Basement Wall Slab Perimeter,Depth 0.39 1 R-37 R-13 R-19 R-10 R-10,4 ft I Glazing Area may be either Rough Opening or Unit dimensions. 2 Based on NFRC listing. Applies either to every unit,or to area-weighted average of all units. 3 R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area (i.e.-not compressed over exterior walls,and including any access openings.) [A "SUNROOM" addition (greater than 40% glazing-to-wall and ceiling gross area) Attach "Consumer Information Form" from 780 CMR Appendix B. Official's Name: Official's Signature: Application Approved [] Denied Date of Approval/Denial: Reason(s) for Denial: (provide additional details as needed on back side) CNSIIMER YFOR� ��`W OHO OOMS" � «r Vol ; fMassachuset s�Sfa't�� gCo e�180�C1NIR„� ��pea Jection� 1� Z :1`)�.�.. The Massachusetts State Building Code (780 CAM) includes provisions to ensure that houses and house additions meet energy efficiency standards. This supplemental CONSUMER INFORMATION FORM is to be filed as part of the building permit application when a builder/contractor or homeowner, constructing/installing a house addition with very large percentage of glass to opaque wall, seeks to utilize a special energy conservation exemption option for "sunroom" additions to an existing house (780 CMR, Appendix J, Section J1.1.2.3.1). This FORM is not intended to prevent a homeowner from selecting a "sunroom"of any size, configuration, orientation, form of construction or percent glazing,but rather is only intended to assist homeowners in becoming aware of some of the important energy conservation and year- round comfort considerations involved in selecting and utilizing a"sunroom"addition. The connection of "sunroom" structures to residential buildings may create comfort and energy consumption issues due to uncontrolled solar gain or uncontrolled radiation cooling of the main house. In the selection and construction/installation of"sunrooms", included below is a non-required, open-ended list of product and design considerations that a homeowner may wish to consider before actually constructing/installing a"sunroom". It is recommended that consumers carefully review these options with their designer, builder, or contractor, in order to minimize potential energy consumption and/or house discomfort issues. In addition, the qualifications and reputation of the company or individuals to be hired are important considerations. PRODUCT AND DESIGN CONSIDERATIONS RELATED TO"SUNROOMS" • Solar Orientation and Natural Shading • Type of Glazing • Insulating value • Solar heat gain • Frame materials • Glazing to frame sealing and gasketing materials/seal durability and/or weather tightness of the sunroom • Adequate ventilation-Operable windows and fans • Applied Shading Systems • Insulation level in floors,walls,and ceilings • Possible Sunroom isolation from the main house via a wall and/or door or slider • Heating and Cooling Methods: Efficiency,Zoning and Controls Homeowner Acknowledgment The Massachusetts State Building Code, Section J1.1.2.3.1, requires that the actual property owner(not the owner's agent or representative)acknowledge receipt of this CONSUMER INFORMATION FORM prior to issuance of a Building Permit for a project that includes "sunroom" additions to an existing residential building. In accordance with this requirement, the undersigned hereby acknowledges that she/he has read the inf ation in this document concerning sunroom comfort and energy conservation. afar f Actual Building Owner Date AnAre- Print Name Address of Permitted Picject �.0 '1f -2 oi7 � Owner Address(if different than project location) Owner's telephone number ti : . The Town of Barnstable • sniuvsTnac.E. Department of Health Safety and Environmental Services 1 ►9't A Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: Estimated Colt " Address of Work:� ��t9�ra Owner's Name: i/r>e cuydll1P� t ��'�/ Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name f�_ ,C e istration No. OR r Date q:forms:Affidav -r i 14 -2 -71 i I Li JFJ i 20 wav aq II 1 VIV OF3 bt�l-(� - 3 _ l 3� -._. ..... .._. ... _.__ _.... .... .............. .�, UTH........... z�;;ONW-o0 o I CUT. s`I's-r .t VPV G ���e----- oor lop IL t—T �.. t. (3rd floor) Map Parcel . 0 0,0 Permit# � " * -- House# q Date_ Issued Board of Health(3rd floor)(8:15 -9:30/1:00 4:30) �K'z69���Fee I - :2:00) la ng D . (1st o /Scho min. dg. D in a Pl n A by Pla mg Board 19 _ • BARNMBLE. TOWN OF BARNSTABLE Building Permit Application t ' Projecf St et` e1ss AlAeia Or 7 " Village _get r r 5 f1l Owner____ a8e A�, ��b rA Address So,rn e Telephone $ 0$ ,� I( Permit Request ge vn ou reare_141rV o —1? I Ta win oc.➢ First Floor square feet Second Floor square feet Construction Type (� Estimated Project Cost $ Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family ® Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑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: Existingil _ New Half: Existing New No.of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use f I Builder Information �;c h Name a r S h r a r a 2 z I Telephone Number a I 9 9-3 `�3 Address "}g yr won g„P License# ® 'y 02339 Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTI N DEBRIS RESU TING FROM THIS PROJECT WILL BE TAKEN TO J`PC c r SIGNATURE DATE BUILDING PERMIT DENIED FO HE 174A ING REASON(S) �,, .• -, FOR OFFICIAL USE ONLY Et - RERMIT NO. - .DATE ISSUEDa 1 P. MAP/PARCEL NO. - ADDRESS `' 1 VILLAGE OWNER . t DATE OF INSPECTION: FOUNDATION ; t . t FRAME• z { INSULATION M s FIREPLACE ELECTRICAL: ROUGH FINAL ! PLUMBING: ROUGH FINAL GAS:' ROUGH FINAL FINAL BUILDING - f DATE CLOSED OUT ASSOCIATION PLAN NO. r ` t f : . The Town of Barnstable NAM ,m� Department of-Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the "reconstruction, alterations, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions,along with other requirements. Type of Work: 0' Jov re0lii o.ce wter4 Est. Cost / goo. II� Address of Work: )I A 'l.lLV�,P a (ra'ye Owner's Name Y o S F. cal Date of Permit.Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under S1,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGZAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby applyfor ermit asl the agent of the owner: Rr ar hrotrc Z Z- 8aZ Date Contractor'Name Registration No. OR Date Owner's Name To� Names'• So Se h Cq�ra i ro nSeaQ r Re-lo�e, P n , 79 `� I'LL" Ili'e- i,nsfa�� ; fi a'a- � wino[orJ t,QarviJ-We r �XiSTi'n ;Px womo� con5frti[�lorl Sivlq'e 54iy Leezew �l [o1'��r0.C-�of•. -'�\IC�"lalpP i�LY11r�r122 � . . e , � ' t• I � • aS �In ✓IwomoQ .IC of E I Nq�� qx oa33$ I a of' + a dX 8? he �n er 5+in` ! ! r +�Nr're0. I✓L �Q r cDX P�ywoo�C s�eallh� , ssor's office st Floor):,map ssor's ma and lot number '--�-�� 6. . , Poi THE to`i Conservation(4th Floor): Board of Health(3rd floor): !" t asaa�r�ntc Sewage Permit number i Engineering Department(3rd floor): s �o„�oayo.``�d° House number VAr Definitive Plan Approved by Planning Board r A 19 'S APPLICATIONS PROCESSED 8:30-9:30 A.fu1:'and 1:00-2:00 P.M.only TOWN ' OF BARNSTABLE f `BUILDING INSPECTOR APPLICATION FOR PERMIT TO t .t��l� GY, ,'� ,1/6��� "�2�` Lfc� �J ✓41�rup�/U! TYPE OF:CONSTRUCTION a 19 r b TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according too the following information: Location Proposed Use "iW410 f Zoning District Fire District sa. -175-h�L Name of Owner G!� Address G?d G(4z,,cs Name of Builder % m YOdBT , Address Name of Architect Address Number/of Rooms Foundation Exterior% a � �- Roofing Floors Interior Heating Plumbing Fireplace Approximate Cost f�5r Area Diagram of Lot and Building with Dimensions Fee 5-y'L/V 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 /� a Construction rvisor's License 06-0 0!7 1 gw;RBRAL, JOE .. No Permit For RESIDE, INSTALL STORM DOORS & SLIDER ,, , Location- 79 Althea Drive ' Barnstable Owner Joe Cabral Type of Construction Plot Lot r Permit Granted August 15 " 19 94 Date of Inspection: Frame • - Insulation ` 19 n Fireplace 19 Date Completed ��'' 19 L i r • J � • sl The Town of Barnstable RARNWAMZ '� �� Department of Health, Safety and Environmental Services �'' Building Division 367 Main Street,Hyannis MA 02601 Office: 508- Ralph Crossen Fax: 508-775-3344 Building Commissioner October 4, 1994 Joseph and Diane Cabral 79 Althea Drive Cummaquid, MA 02637 Re: 79 Althea Drive, Cummaquid,MA Dear Property Owners: You are hereby ordered to CEASE AND DESIST the exterior painting of the above referenced dwelling until approval has been granted by the Old King's Highway Historic District Commission. Please be informed that continuance of the painting is a violation of the Historic District Act and you may be fined a minimum of$100.00 to a maximum of$500.00, with each day constituting a separate violation. Should you have any questions, please feel free to contact me. Sincerely, L V Alfred E. artin Building Inspector AEM/km Q941004A i.r o� E>o TOWN OF BARNSTABLE ` Permit No. ..29123 BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash �'�oriv► HYANNIS,MASS.02601 Bond .....X... ,�z /� CERTIFICATE OF USE AND OCCUPANCY Issued to C. F. Stanley � Address Lo-t #28, 79 Althea Drive Barnstable, flassachusetts USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. April 28, 19..... ........ l ....... f' Building Inspector u_ • v' 'BUILDING"." -, 'TOWN:OF BAWTABLE, MASSACHUSETTS aT PERMIT I (not plotted) JOB WEATHEA CARD . DATE April 1 19 86 PERMIT NO. 29123 . APPLICANT ftler ADDRESS • 6496 (NO.) (STREET) (CONTR'S'LICENSE) PERMIT TO Build dwelling ( 1 STORY Single family dwelling NUMBE—DWELLR N OF G UNITS_ '1/. (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) . lot #28 79Althea Drive, Barnstable ZONING E,F 2 AT (LOCATION) DISTRICT IN0.) (STREET) - BETWEEN AND , (CROSS STREET) (CROSS STREET) I j. LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS,TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION '�. (TYPE) REMARKS: Sewage #3. 6-269 B01V 2034 sq. £t. 1,00,000 106.U04 AREA OR PERMIT VOLUME ESTIMATED COST $ FEE .� (CUBIC/SQU RE FEET) C. �. Stanley f i; OWNER BUILDING DEPT. f ADDRESS 'BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART T ERE0F. EITHER TEMPO�LRILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER T BUILDING CODE; MUST BE AP-` �•. PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION+OF PUBLIC S.EWERS MAY BE'.OBT-AINEDF FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT-DOES NOT RELEASE THE APPLICANT,:;FROM THE C,OND.ITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLI'EA•.BLE SE.P"ARAT INSPECTIONS REQUIRED FOR PERMITS ARE REQUI ED FOR ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN ELECTRICAL, PLUNG AND 1. FOUNDATIONS OR FOOTINGS. MADE. `WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSr LLATIONS. • 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL .AAINAL INSPECTION TI TO LATHE FINAL INSPECTION HAS BEEN MADE. 3."FINAL INSPECTION BEFORE ... OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET' BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS ; EMU G 3 �}hS HEAT:NG INSPECTING APPROVALS REFRI ATION INSPECTION APPAPO(ALS 7. .. _ — ';7te /A` " O'HERa of a o,I.L����/y/[�•���j�2�c,"i"�--� Z < I MJ.CRK SriXL' NCT PROCEED UNTIL THE PERMIT WIIAL.BI;COME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON„JHIS CARD; NSPECTOR HAS APPROVED THE VARICUS WORK IS NOiT STNfEb WITHIN 51X MONTHS OF DATE THE CAN B.E ARRANGEA)•FOR BlrTELEPHONE STAGES, OF CONSTRUCTION. OR I'WRITT$N NOTIFICATION.', PERMIT IS ISSUED AS NOTED ABOVE. . _ ~ '1 AG THE P el VE • °o� e.�sini � \I y L SePnc- f I Pir o rq-re. _L �AIST/NGp4p \ 1 ForwD-o/o �OZ� li Lor#z7 Io Low �'z� ►� P H OF/ Y. t� E fir`-e D yG 4 E. KELLEY N v t NO. 26100 ,o L LAY�o S LDCATION C'�ar�?►�a �°a ,M�I,ss.. ... SCALE . . . . . o. . . . DATE PLAN REFERENCE , .B 71vG 407 A128 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CERTIFY THAT THE ° s !^/G "C""'VAT7o.� SHOWN ON THIS PLAN IS LOCATED ON THE GROUND Nerd-- &7",- IoNS b4l s p OA/ AS SHOWN HEREON AND THAT IT CONFORMS TO THE °`lEx�i./ .5�9 Ge51/EZ. SETBACK REQUIREMENTS OF THE TOWN OF WHEN CONSTRUCTED. DATE �y REOI ED "NO SURVEZ11 �3 0 "t-� '''Assessor's office (1st floor); 2 /l_ Assessor's map and lot number , 4e- . 33 e7 �3 �2 C l�' ��� `1J��r�fG �oF THE toffy ........... .. Board of Health (3rd floor): O K 3 ged 2001M e�P �" Sewage Permit number ............... (09....... ....... Z 13AUSTAILE. i Engineering Department (3rd floor): �y SEPTIC Sys 'oo rb 9. e� House number ...................................�.........�.................. TEA1 ONST APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only ALL D,#4 CO V n'N VTLE 5LIANCE TOWN O F B A R N S'I '1 j t4rAL CODE AN wLAT� BUILDING INSPE OR ®"'� APPLICATION FOR PERMIT TO ... /V............................................................................................. TYPE OF CONSTRUCTION ............ !' ...... v'.... .................................................................... . ......?�.7.................199 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit a cordin to the following information: � r Location .......... .¢:. ...........I..................................................................................... , ....... ... ti... Proposed Use ............./........................................................................................................................ ..... Zoning District .......... ......... ... .....................................Fire District ....... .......: ll�c - Name of Owner .. ......... .. 'C'....... ......................Address o�8.�...�........�.... ...... ../�vG Name of Builder -'' Address .................... ........................... .........:..................:.... Oy...�� :L1�Ytli"-� Nameof Architect ...... . 4........................... ._............Address ....... ..... ...........................................................,.. .............Foundation ........r .. .. .Y Number of Rooms ..... ......................................... Exterior !/v...�....� .... ................. ...........Roofing .............. ..... ...i..!"!'................................................... Gv �a .....Interior .....�,1/a� .� Floors ...... . 2 Q f?� .Lu4Plumbing ........................0 a Heating .. ................... Fireplace ...................Approximate Cost � Q...�®, ............................................................... ........... ...................... .. Definitive Plan Approved by Planning Board --- '� ___________________19 Area ....c2Q. Diagram of Lot and Building with'Dimensions Fee . ....... � !. ...... ................ S ,QJECT TO APPROVAL OF BOARD OF.HEALTH Y 04 37 Z lb OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS 1 hereby agree to conform to all the Rules and Regulations of the Town of Barnstable re arding the above construction. Name '�. ...,"ao �..`. ...... ........................... 0/10/C�96 Construction Supervisor's License .................................... STANLEY, C: F. N 2912.3..... for ......I' Story Story............ Permit Sin e Family Dwelling ' Location Lot #28, , 79 Althea Drive ...... .................................... Barn`stable Owner .................................................y Stanle r .............. '. " `� :� n Type-of Construction Frame ................. ....... �r1 C's f ` Plot .......................... Lot ................................. r r w , y .• ,;_� , ti .a ax ' Permit Granted April,1,� 19 86 jr Date of_Inspection '�c�.:.. -......19 Date Comple ed :� -- .-' �......19 LZ . �� � ` _' 1• 1• ,. [ i �.., },�s^�{ ,' ' ems. �F� xr+ rile j , ._ . - . . ,� ✓` • ,